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HomeMy WebLinkAbout1000-63.-3-26 V) U) (o (o N N N N C) C> 0 0 C3 CN cli CN (N 56025 MAIN ROAD ( '11,1150RO 25 ) r- Lo 1- 04 CD CD 0 CD 04 w CIJ C\l 04 04 04 CD CD Lu C3 CD 0 0 CD co Q 5; Q Q Q Q 2�1 clj CD UJ 00 oo co 'q N m N (D — :!- N N m co — Lo Lu 0 SUFFOLK COUNTY NeYe z b 12 (/) Z >- ou) < m LL Z C) z Lu Lu LLJ 3: co w U) < 0�- < 5; MAR 2 0 2026 0 of < w w SOUTHOLD TOWN PLANMaEmo 'PLm-RINGBO, L PROPOSED AFFORDABLE HOUSING 19 DRAWING INDEX olo Go PAGE NO. TITLE 0 0 1 COVER SHEET z 2 EXISTING SITE&DEMOLITION PLAN 3 ESC&WZTC PLAN 4 SITE PLAN&GRADING/ALIGNMENT PLAN 5 ENLARGED SITE&ALIGNMENT PLAN 6 DRAINAGE&WATERSHED PLAN 7 SANITARY&LANDSCAPE/UTILITY PLAN AN'l 8 ONSITE CIVIL DETAILS 9 NYSDOT DETAILS ui 10-13 MAINTENANCE&PROTECTION OF TRAFFIC LLJ c/) GENERAL NOTES C) 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF PROPERTY LINE MARKERS, PIPES, MONUMENTS, STAKES, ETC., THAT FALL ON OR NEAR THE WORK AREAS. THESE MARKERS ARE TO BE RETAINED. IN THE EVENT THESE MARKERS ARE REMOVED, BROKEN OR DESTROYED BY THE CONTRACTOR, THEY SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE WITH MARKERS OF EQUAL SIZE AND QUALITY IN THE IDENTICAL LOCATION TO THOSE DISTURBED. 2. THE CONTRACTOR IS CAUTIONED TO AVOID DISTURBING ANY EXISTING FENCES, HEDGES, SHRUBS, 01 TREES, ETC., THAT ARE ADJACENT TO HIS CONSTRUCTION WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. AS ORDERED BY THE ENGINEER, THE COST OF REPAIRING OR ADJUSTING ANY SUCH Z DISTURBED AREAS WILL BE AT THE CONTRACTOR'S OWN EXPENSE. IN THE EVENT THAT THE TREES ARE 1%,1111"Fla" Z UJ ENDANGERED, THE CONTRACTOR WILL TAKE ALL PRECAUTIONS TO PROTECT THEM,AS DIRECTED BY THE ENGINEER. > 4 3. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL CONDITIONS SECTION OF THE CONTRACT 7, LL) DOCUMENTS, THIS SECTION CONTAINS PERTINENT INFORMATION RELATIVE TO THE OTHER GENERAL (D LIJ PROVISIONS THAT MAY BE REQUIRED BY THE WORK. 5 4. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE THE ACTIVITIES OF 0 ANY SUBCONTRACTOR, CONTRACTOR, OWNER CONTRACTED TRADESMEN, MUNICIPAL EMPLOYEES, UTILITIES,ETC.,INVOLVED IN THE OVERALL SCOPE OF THE PROJECT AT NO COST TO THE OWNER. 5. IF CONSTRUCTION STORAGE YARDS ARE TO BE UTILIZED,THE CONTRACTOR SHALL SUBMIT A COPY OF C/) THIS AGREEMENT WITH THE PROPERTY OWNER. HE SHALL ALSO OBTAIN PRIOR LOCATION APPROVAL Lu Lo FROM THE OWNER TO AVOID VIOLATION OF EXISTING ORDINANCES.THIS APPROVAL WILL NOT RELIEVE (D c) Lu THE CONTRACTOR OF HIS RESPONSIBILITIES TO ADEQUATELY SAFEGUARD THE LOCATION AND PUBLIC "4 FROM HARM. THE CONTRACTOR SHALL BEAR ALL RESPONSIBILITY FOR HARM TO THE PUBLIC AND DAMAGE TO HIS TOOLS,EQUIPMENT AND MATERIALS. C/) Z C) uj N uj PROPOS D WORK AND ANY OF HIS OTHER OPERATIONS. Lu C/) -_j RAN 7. THE CONTRACTOR IS NOTIFIED THAT THE GENERAL PUBLIC, SOME OF WHOM MAY BE POTENTIAL '71 cl) VANDALS,WILL BE IN THE AREA AT ANY HOUR.THE CONTRACTOR SHALL PROTECT,AT ALL TIMES,THE (D PUBLIC AND HIS WORK FROM HARM.THE CONTRACTOR SHALL BEAR ALL RESPONSIBILITY FOR HARM TO �u THE PUBLIC AND DAMAGE TO HIS EQUIPMENT TOOLS AND MATERIALS. j 00 O� U 8. ALL PAVED AREAS AND DRAINAGE BASINS SHALL BE CLEARED AND SWEPT CLEAN AND CLEARED OF DEBRIS BY THE CONTRACTOR'S OPERATIONS RESPECTIVELY. ANY DAMAGE TO PAVED AREAS OR C) LL DRAINAGE FACILITIES DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED BY THE z CONTRACTOR AT HIS OWN EXPENSE. -77 9. THE CONTRACTOR SHALL NOTIFY AND COORDINATE WITH AFFECTED UTILITIES TO AVOID DAMAGE TO EXISTING CABLE,WIRING, CONDUIT, ETC.ANY DAMAGED MATERIALS SHALL BE REMOVED AS ORDERED w BY THE ENGINEER AND REPLACED AT THE CONTRACTOR'S EXPENSE, Lu 10. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS INCLUDING THE NYSDEC, ARMY POSED 6-UNIT RESID NTIAL B'LDING CORPS OF ENGINEERS,S.C.W.A.,LIPA,S.C.D.H.S.,N.Y.S.D.O.S.,ETC 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING OUT OF ALL UNDERGROUND UTILITIES, SERVICES AND DRAINAGE LINES PRIOR TO START OF EXCAVATION IN A WORK AREA. WHEN WORKING WITHIN 2 FEET OF ANY OF THE ABOVE,EXCAVATION IS TO BE PERFORMED BY HAND,METHODS AS APPROVED BY THE ENGINEER. 12. CONTRACTOR IS RESPONSIBLE FOR THE RESTORATION OF HIS WORK ROUTE, AND FOR ANY OTHER AREAS AND OBJECTS WHICH MAY BECOME DAMAGED DUE TO HIS OPERATIONS OR NEGLIGENCE,AT HIS OWN EXPENSE. 13. ANY EXCAVATION PERFORMED ON THIS PROJECT MUST ADHERE TO ALL CURRENT OSHA REGULATIONS .......... EFFECTIVE JANUARY 2, 1990 FOR TITLE 29 CFR PART 1926,AS AMENDED,AS WELL AS ANY OTHER NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS OF JANUARY 1, 2020 AS AMENDED. 14. ALL CONTRACTORS,GENERAL CONTRACTORS,SUBCONTRACTORS,ETC.,ARE REQUIRED TO OBTAIN AND MAINTAIN THE NECESSARY INSURANCE CERTIFICATES AS REQUIRED OF THE CONTRACTOR UNDER THE CONTRACT WITH THE OWNER AS STATED IN THE CONTRACT DOCUMENTS.APPROVAL OF ALL INSURANCE CERTIFICATES IS REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. 15. IF A STAGING AREA IS TO BE UTILIZED,THE CONTRACTOR SHALL SUBMIT A STAGING AREA PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO THE START OF WORK. THIS APPROVAL WILL NOT RELIEVE THE (D CONTRACTOR OF HIS RESPONSIBILITY TO ADEQUATELY SAFEGUARD THE LOCATION AND PUBLIC FROM C\l HARM.THE CONTRACTOR SHALL BEAR ALL RESPONSIBILITY FOR HARM TO THE PUBLIC AND DAMAGE TO 1-- HIS EQUIPMENT,TOOLS AND MATERIALS. 0 0 16, THE CONTRACTOR SHALL SUBMIT IN WRITING, A TRAFFIC AND MAINTENANCE PLAN TO THE ENGINEER u') FOR APPROVAL PRIOR TO THE START OF WORK SO THAT TRAFFIC MAY BE SAFELY MAINTAINED 04 C,) THROUGHOUT THE DURATION OF THE PROJECT. THE USE, DESIGN SPACING AND LOCATION OF SIGNS, CONES,FLAGMEN,DRUMS,BARRICADES,FLASHING BEACONS,ETC.,SHALL CONFORM TO THE NEW YORK w 0 Lu v m: Z —j STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION,AS PUBLISHED BY THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION.ALL SUCH DEVICES TO BE MAINTAINED CONTINUOUSLY THROUGHOUT THE DURATION OF THE PROJECT TO PROTECT BOTH PEDESTRIAN AND VEHICULAR C") 0 0 TRAFFIC FROM HARM. (c) 17. CONTRACTOR TO REPAIR ALL LANDSCAPING THAT IS DISTURBED AND FIX ALL IRRIGATION SYSTEM DAMAGES.LOCATIONS TO BE VERIFIED IN THE FIELD, 0 0 LLJ u') Z 0 cn N V I C) 3: -J 0 C.0 0 0 0 ul) u- 0 ILL LOCATION MAP C/) U) MAP OF THE —N N.T.S. STATE OF NEW YORK SCOPE OF WORK: 1. MAINTAIN EXISTING DRIVEWAY ENTRANCE. 0 30 60 PROJECT 2. INSTALL DRIVEWAY DRAINAGE STRUCTURES TO CONTAIN RUNOFF. LOCATION A' 3. CONSTRUCT 6-UNIT AFFORDABLE HOUSING RESIDENTIAL BUILDING. 0 4. INSTALL PROPOSED SIDEWALKS AROUND PROPOSED RESIDENTIAL BUILDING. 5. RESHAPE EXISTING PARKING LOT PER PARKING LOT PLAN. ce) 6. INSTALL NEW ADA COMPLIANT &IDEWALK AT THE FRONTAGE OF THE PROPERTY. A 7. INSTALL NEW ADA COMPLIANT &IDEWALK AND CROSSWALKS THAT CONNECTS THE RESIDENTIAL 0 BUILDING TO THE FRONT SIDEWALK. 8. INSTALL PROPOSED UTILITIES FOR RESIDENTIAL BUILDING. T 9. INSTALL PROPOSED TREES PER LANDSCAPING PLAN. 0 ........ PROJECT LOCATION -tl 0 w Lu d' Ln Ln (.0 (Ct N N N N N O O O O O N N N N N 0 0 a '1�5 O C A r N - O � Lo ti r N O O O O O -q 04 _ N N N N N O CD u W O CD O O 2 5 co W N N N N N N O W 0000 co M d• N c co N O r N 6' 11.0' t N C0 M M Lo t0' RESHAPE LANDSCAPING BERM REMOVE V OF EXISTING 0704 ' i 41 10•1 w o 0 0 0 0 0 PROTRUDING INTO THE PARKING LOT TO W z O PROVIDE EASIER ACCESS FOR VEHICLES EXISTING(6)STANDARD ASPHALT DRIVEWAY FOR 1619 I W > >' Z J m PARKING SPOTS AND(1) SIDEWALK WIDENING 3 Nro Z O TAXADA COMPLIANT PARKING o 9 m Z } O c EXISTING TIMBER SPOT TO REMAIN EXISTING CATCH BASIN TO BE RELOCATED, o I ; y y Q 1- m LL Z W EXISTING(1)STANDARD END REMOVAL w m � � � r U Z } w O WALL TO REMAIN SEE SHEET 6 FOR DRAINAGE PLAN = ! OF EXISTING o o I 3 H W �w � m w - REMOVE EXISTING TREELINE AS PARKING SPOT TO BE EXISTING BUILDING&CONNECTING LL z - �I CONCRETE } WDRF WDRF REQUIRED,SEE SHEET 7 FOR NEW �I sTK USED FOR REFUSE AREA RAVE DRIVEWAY UTILITIES TO REMAIN,SEE SHEET 7 SIDEWALK z U . U r Q � Y U W 6'STOCKADE 9 FEN FOR UTILITY PLAN UI 11.'' i. � �- m m U Of to ; s }2.6 f 2.2 WDRF WDRF LANDSCAPING PLAN OCKADE FEN 6.1'� nmi."I 2 10__p "� a���}}��yy r • q�ry g� x f WOQU RAIL FEN. y .'t cn m a �i 1 w m EP� ,...,, .� v' 'r"' a,,,31l a"� ee,� t4f 4� £� W000 RAIL FEN. 7.6' t 1.8, �w H S I rV5 _. z x x -xj 1 k tit, y n7, +� ya as k.., � y x 1 �1 4. h �/- .. ...._. ..... _ W'DRF 2?<.. 4' WOOD RAIL FEN. a I �. .:.r:::- .,- . . ... .,-hL ;k:1t. • '6 Aa �1�"! .� 1�1 rya 1A i."J° ...� 9?6 -,,. ,....... .-,._. ,., "• a:., 9� 0. ,'L •S 0.5 .,.; �9 a y .�..._� WALL.. +. .^ I .. .:.r� •�l'..::::.. #�',., ,- •, ry69 6 LL ,,.ASP•....... o n _..,R.<wAL ,_.y.. `.r,'"-. 17.1' IL N•: Z g a a a y - ) AMR1.8 HALT_..� a "12D.3' ASPHALT WALL .WAL"--. + DRIVEWpp PARKING 1 .,� a a + 9 a+ . ,E72 SPHALT y W ..^ ..�" .• - }y+ + `L '1~ + .}ry. p'6t "`' ..... ffl'vEWAY. 111I + ...._ d. p a ".", o. k y ....,;:...?.-�.b,',.::... ,. ya' EUC a aA° 1h 9� .� �" , ,. , r -.'ay ay -:_:.�a4 ER WAIL•,.., '" �' C+� C�W...? __ -- .ar g > o �" a ,. ,,,..,.. , y y.. .....t- 1 1 , 1 1 .y: a �; Uf --�-^y 'S a< .: '1... ry , . ,, ,..., -.�..,_•...,• -. 9, 'L S 'L N - ,k 6 .,'S ..._1, , t I - V +a IG OF M PAVEMENT - ,; c".,..off �� -" + +ya' �- 6 PARKING SPACES �� n �' 4 +,� °°i , - ,,. a, yy ka as �a +y1 m3 z 7 S k �\ �� O o" i 6 ya' ry e a y y" y, o ao r. { { 1IM�ER WAIL 0 71 0 O W "it { RRIfyC BRIG BRICK I "E R ... 00 } 6 k 6. > { { 3 �__._ LLJ U �yry k 'f- + 11'S i +ry' yy �9 y .oZ o t; + �' s$s #5$021 WAL F" �C Fa �. + - ory ' + f +y +y" as ya ` V 2 uT80y �,...; to cl;ti m ^ z = 6� ' 1-- % ce, �y y ��'' y1. y1 1 +' + 1 ERAbiE a3 nMR ' - 1 DOUBLE YELLOW LINE W y,. '+ `�- ''-'/ k a a -go tio- + y g1 EDGE OF a� a11 % ER w LL o `i 7 O ° + LAB Z 8 26 y�. + r +ya tia m $ � � m an LL- Ix EXISTING SANITARY rya RAd'p + O y y vE y + EXISTING a a< kha`� OF PAVEMENT-� v/ v) x d + y k o + } + SYSTEM TO REMAIN zNb sroRr `., 3`L ci EDGE L ag ry as 1a ea aaa a yy 26.2`. E- q / y 1' PAVEMENT a D sroRr +ye• _� a? a� ky BECK o ,m, k o S` 1, a ry a' 11 StOR '-. a s .Wt f a1 k° - y + +ry y2 PARKING PLA ,�. L O L' / , .. .-, ". .... 'ya`1._._-. ya .{.'� '; 'GS 1 HAI T + WOOD PLAT, w + 91 a + + + sPAces � + �, REMOVE V OF EXISTING * `\GF� z +�°ry9. a9° y�oe.{ y1.a a� 9` ( ✓� N{ '' r# L a ', Fa ao. 7 tao v] a s°" k GRIND OFF EXISTING 3- a°a _ 9 y k 1 KWAY FOR (D + ry 9 PARKING STALL STRIPES { WiL- SIDEWALKBRICK LWIDEN WIDENING "•, ,ry y' e a a a t + y +ti ya. 4 WAL 7.0' ' yk\ - i _w. r �� I �M k 1 y { e y6' }6' y yap a" .__wooD RAMP i p K` , EXISTING TREE TO a O + a +ya" yaoa + }6 + _ { v tt: +� ;' 2 g'. }' ca t:1'' wry as _REMAIN,SEE SHEET ay ya +ry _ ry ; WAL! rn? o 1 ..fh. 6a a as 9 ° $0.1 + y5 �. '" a r a'ao c z ry z �)) z 7 FOR LANDSCAPING rya' 6a ya' ka kry 9;S 6k° bk }y o 091 'h$ ..a 10 0 ♦ a� }y". ':, a0 s s CIF _ '" W .7� •7 ti�41 Y + y�+yo' ryo SPHaLi 30.8'= J Q PLAN " . ...._. _. + .. +ry + +ya. \,...�.,.:. +ry +ry +y +y }yM yae + +ya rya. }ya �.. _ ...,.._ ao.....r, kk . .- . ,.._.,., i- ya. y _ e tDRV + -� .. -- .-. . .� ,,. + DEC 4' CYA"IN LNK FEN. ._e., ice; - �._.. �gg•gg^yy a• ,p�p-� pip - - - _..._. �,� ^ ci _ I ~ z laid �Ga i„.P g€�§,P�p PS - - r� s CLF �r r k T t !NI Cn y� C� t� x a sh t 1.7' ip^ I z o o' a f EXISTING CATCH BASIN REMOVE 170SF A '' yaf ° o, �;I ` 0 o TO REMAIN AND BE OF VEGETATION a ^� °y y N 710 "o' 1os m 0 PROTECTED,SEE SHEET �� �'_� 3 FOR ESC PLAN READJUST ASPHALT REMOVE WOOD �F z DRIVEWAY PER PLAN RAIL FENCE z o, m T LOT 9 U REMOVE CHAIN W z `i it O REMOVE EXISTING SHED LINK FENCE aZ 1 REMOVE GRAVEL REMOVE TIMBER ' x g (n J PARKING AREA WALLS AND BRICK m O WALKWAY V C REMOVE V OF EXISTING Z W ASPHALT DRIVEWAY FOR EXISTING SITE & DEMO PLAN SIDEWALK WIDENING BEGIN REMOVAL OF EXISTING 25 �ff-/^ n CONCRETE SIDEWALK 0704 W SCALE:1"=30' 1618 X 1 BOISSEAU AVENUE` ,.,.., 0 15 30 Z Uj z SURVEYING NOTES MAR Z 0 2026 z SOUTHOLD TOWN ---- I Q; 1. FIELD WORK WAS CONDUCTED)SEPTEMBER 28,2021 BY SCALICE LAND SURVEYING,AND ALL MEASUREMENTS WERE TAKEN ON THE GROUND. PLANNING BOARD Z Lo Z 2. PROPERTY LINES,BEARINGS,AND NORTH ARROW ARE BASED ON LIBER 12896 PAGE 0142 FILED WITH THE SUFFOLK COUNTY CLERK. � Lu � N � 3. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD 88). o 4. THE LOCATION OF UNDERGROIUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS Q � Z o W EXIST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY, 100' 1110' 110' /\ CL N W 5. THE OFFSET(OR DIMENSIONS))SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE PL // \ W ERECTION OF FENCES,RETAINING WALLS,POOLS,PATIOS PLANTING AREAS,ADDITIONS TO BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTION. AM / �_ Q 6. PROPERTY CORNER MONUMEPVTS WERE NOT SET AS PART OF THIS SURVEY. / \ / \ c ? � �z 7. THIS SURVEY WAS PERFORMED WITH A SPECTRA FOCUS ROBOTIC TOTAL STATION. // \ // \ 1 9 z lLl 8. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF ANY,NOT SHOWN ARE NOT GUARANTEED. / / Z O W 9. SURVEY IS SUBJECT TO ANY STATE OF FACTS WHICH AN UP-TO-DATE TITLE EXAMINATION MAY DISCLOSE. // \ // � co Q I'- 10. ALL UNDERGROUND UTILITIES ARE NOT SHOWN.PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL"CALL BEFORE YOU DIG"AT 811 AND HAVE ALL UTILITY LOCATIONS MARKED ON THE GROUND. / \ \ W u O Z \ / W LID PROPERTY OWNERS (5001RADIUS) PROPERTY ADDRESSES & USES (500' RADIUS) 1. SMB REAL ESTATE SERVICE INC 1. 56025 MAIN RD-BARBER SHOP,THRIFT SHOP,AND APARTMENTS a0� 2. CACI PARTNERS LLC 2. 56125 MAIN RD-RESTAURANT \ a 3. WITZKE CAPITAL LLC 3. 56215 MAIN RD-JUICE BAR 4. NKK LLC 4. 56275 MAIN RD-BAKERY 5. JORGE TORRENTO&SONIA TIORRENTO 5. 56365 MAIN RD-RESIDENTIAL ✓ 15 \ 6. EUGEN TOMASIC&MIRELLA TOOMASIC 6. 56475 MAIN RD-FLORIST 7. ENCLAVE SOUTHOLD LLC 7. VACANT 8. LIRR MTA 8. LIRR-TRANSPORTATION \ \ 9. THOMAS MCCARTHY 9. VACANT �� O \ \ 3 10. STOCKEN DEVELOPMENT LLC'. 10. 55765 MAIN RD-CAFE&STORE o> \ O \ \ \ Y CV 11. CARLISLE COCHRAN&ROBER;T COCHRAN 11. 200 BOISSEAU AVE-RESIDENTIAL O 12. EMILY COCHRAN 12. 270 BOISSEAU AVE-RESIDENTIAL \ ' O A \\ \\ \ Q 0 0 13. PATRICK CULLEN TRUST 13. 300 BOISSEAU AVE-RESIDENTIAL o -�( �j 14. C V MANAGEMENT LLC 14. 400 BOISSEAU AVE-RESIDENTIAL as \ ° 50 ` ' 7 N _I > co 15. 10001 BOSSS AU AVENUESEAU AVENUE REACLTY LLC 15. VACANT BOISSEAU AVE-RESIDENTIAL ��S \ 13 2 \ \ \ W Q Lu Y 17. HOWARD BD LIVING TRUST 17. 985 BOISSEAU AVE-RESIDENTIAL �Q \ \ I=- Z 00 18. TOWBEE LLC C/O SEA TOW SERVICES INTL INC 18. 700 HUMMEL AVE-OTHER STORAGE `'oo '9 \ \ 9 3 D 19. COLONIAL VILLAGE TENANTS CORP 19. 55075 ROUTE 25-APARTMENT/CO-OP "� 20. SOUTHOLD FIRE DISTRICT C/O TREASURER 20. 55135 ROUTE 25-POLICE/FIRE DEPT O� Q \ \ 2 \ O W Z 21, 275 BOISSEAU AVE LLC 21. 275 BOISSEAU AVE-RESIDENTIAL \ \ 19 12 6 \ \ 2 emu- = U 22. DAL.Y JOEL 22. 205 BOISSEAU AVE-RESIDENTIAL �S � 23. MAJORS COVE HOLDINGS CORP 23. 175 BOISSEAU AVE-PRINTING CENTER P� �r � moo � 5 \191 \ 4 L0 Z 0 � 24. PASQUALE RUTIGLIANO 24. 55575 MAIN RD-BUTCHER SHOP ZQ�\ Py 11 `j 103' \ \ N Y 1 25. 55500 MAIN RD LLC 25. 55500 ROUTE 25-RESTAURANT `�> G 2 26. 55560 CORP 26. 55560 HOBART RD-BEVERAGE SUPPLY 21� d'd 1 y0' 1p0' oo 2 3 O 0 0 O 27, SOUTHOLD HISTORICAL SOCIETY 27. 54325 MAIN RD-CULTURAL&RECREATIONAL do, " ,(5 '6, 150 \ Lo LL. O 28. JOHN LANE&LAURIE LANE 28. 150 HOBART RD-RESIDENTIAL 22� � Q 25 LL � 29. JOAN BENKEN 29. 250 HOBART RD-RESIDENTIAL \ 'Lr. ` �� 1 g,5 �RajJTE Ar.6 �� ��s 52 \ 1� 1 30. CAS>EY PISACANO&CHRISTOPHER PISACANO 30. 370 HOBART RD RESIDENTIAL \\ 'r " 45 DA l 13� o \ \ ='' RO TE 25 31. CHARLES URIBE&ELLEEN URIIBE 31. 45 HOBART RD-RESIDENTIAL 2`J 2 D AGO r 10 - 0 32. STEfVE BELICH&VALERIA BELICH 32. 285 HOBART RD-RESIDENTIAL ,,, AIN R cP GJ1 \ \ ;::„.� 33. MULLEN REALTY L P 33. VACANT-PARKING M 1Q1 Lod, r' 34. JULIAB EARLEY 34. 115 HOBART RD-RESIDENTIAL 2� y 100 0 �s o. \ \ \ 35. CSJP LLC 35. 55700 MAIN RD-DELI 36. RO'KIT PROPERTIES LLC 36. 55750 ROUTE 25-CATERER 6 $ 1 V 35 36 3 a v� `o� SAL q�6 � 5�\\ N�1IN READ N 37. MULLEN REALTY L P 37. VACANT-PARKING d'• �J 38. 120 COTTAGE PLACE LLC 38. 120 COTTAGE PL-PARKING �p \ ?s 33 Lr� �o j?� 0 44 39. 622 CHURCH LANE LLC 39. 160 COTTAGE PL-RESIDENTIAL 3 39 y �a A�9\ \ &3? 40. JURIJ LESHKO&NADIA SVORA\K 40. 220 COTTAGE PL-RESIDENTIAL �o Lss -' F Q3 NJ �p6 -� \ 33 41. KATHRYN PULVER 41. 300 COTTAGE PL-RESIDENTIAL `Las ter' � ' 42. ALE.XIS L BARR&ANDREW Y KCURITA 42. 385 COTTAGE PL-RESIDENTIAL \ �a �O a A, 66 Ls \` M 43. CHRISTINE WATTS&CLAIRE WATTS 43. 315 COTTAGE PL-RESIDENTIAL \ 2g s �� 32 Q1 s � Z >z� fig$ oa 108 i 44. MULLEN REALTY L P 44. 55980 MAIN RD-CAR DEALERSHIP 45. RWM ENTERPRISES INC 45. 56340 MAIN RD-ANTIQUE STORE \ �� `A ' tL �y ti 46. RWM ENTERPRISES INC 46. VACANT \21 �J� `r oo O 47. NI CO HOLDING LLC 47. 465 KORN RD-RESIDENTIAL 48. MIRA DOUGHERTY JOHNSON&TIMOTHY WOOD 48. 340 LOCUST AVE -RESIDENTIAL 49. SCHELIN ROY A JR&SCHELIN JOANNE K 49. 385 LOCUST LN-RESIDENTIAL LPG 50. GERARD V ORIENTALE&NANCY A ZITO 50. 295 LOCUST LN-LANDSCAPE CONSTRUCTION 51. GARRETT MOORE&MARGO MIOORE 51. 165 LOCUST LN-RESIDENTIAL 52. SOUTHLAND CORP 52. 56480 LOCUST LN-7-ELEVEN H W W 500' RADIUS MAP 200' CURB CUT RADIUS MAP NTS NTS v' LnL0coco N N N N N CD 0 0 0 0 N N N N N � 6i ii5 63 <- N \ O O O O O O 25 Y � 5' I co N 0 2 N N N N N 11.0' r l i -g "' p O T w W O O O O O 070/�" m 11.0' to ' 1f t.. M N = W N N N N N CONTRACTOR TO PROTECT AND CLEAN ALL z W �I I "'o w o w °' N EXISTING CATCH BASINS DURING CONSTRUCTION - 1619 I z� Pj ) co N co CM M IN STOCKPILE AREA AS NEEDED.STOCKPILE SHALL BE �` LOT f NYSDOT TYPE 4-SHEET 209-03 � � 9 0 9 m m� jal ! � � o 0 0 0 0 0 CONCRETE TRUCK WASHOUT 0 0 z 0 it i. '. WITHIN EXTENT OF WORK.STOCKPILES SHALL NOT BE W x o §9 tt I SITUATED OUTSIDE OF SILT FENCE.CONTRACTOR TODURING tic r . DETERMINE FINAL LOCATION IN FIELD, CONTRACTOR TODETERMINE o m om` 3 m ,¢ Oz OCO z � WDRF WDRF -NYSDOT SHEET 203-02 STK GRAVEL DRIVEWAY I) + !} Z LL O SIZE AND LOCATION < - <3 ----'°'' WDRF 2,2' 6'STOCKADE Q I- m 0 Z �'f � U .. '^ FEN` 4 �, W 11.1' I J W WDRF FEN. to 6.1,I �I 107 '� 1: .�w � W ,30 ggvvppyy ccyy 9 pp••���;••••ggrs.n WDRF n;" �; f �--- m 25 00 r WOOD RAIL FEN. j 1.6 WOOD RAIL EN. ��1.8' °..' ,1 v~i w oo y° H�;pC S, , t p I 1 :I i 0 Q x L x x x------ x x x x - pry r : �,"Y"".�,eY'"Y`Y"„`!"'�,"Y"'k"``t 9P`..,.,..��,...�-� _py...,�,..{,.,.�""`'"Y` ._"s"..Y l Y" ,`_�,. .:'N"�^`*; �` `•" y �. '-.,�." :...,ti`.1,,�"Y.,�„`p rytyrya e��y 1 u, ' 0 x Q x Y U) w v v v v v v v v VV v v a 1 1 ry y f f d.tl e7y ,rJ '7 n., i XX-X X-X -X -X X�X ., J /� : x A F `a '10 V r k 'S �� �y _w, ,_.,.__-r„_-.,._., ,�° WDRF +ry,.. 4" WOOD RAIL FEN. 09 1 oq + �.. ryq' 1. 1 0.�' r„'y'-.-_• `� q LL �.... :: ._`.k 1• t`a eN..d, .1 .50• .,�� + f WALL='"`7- 4 ., �. y -- s` + �.•s, ro q ry ry 0.5' ,. �q q ry ____._ ......__..__ , __..-'' ' TIMBER WALL I 1.1' ,' ed X \ gryq. „_. w• 1y 1h + ry1. yq+ 11M _ _ k"„ ry' y1.8' AALT_ e° .' +20.3' ASPHALT �... + •y' •.,J"" •yo�� 'i,..f\,,,a..,✓�...twA,.,h..,h,,,, ' 1+ I + `L ry + '4 ,' ry.�b.2'; ...zr,,.- WALL ry_.- WALL+.� ,•„ ,,��pp,,SPHAL7 .._ +ry < DRIVEWAY rye' '�.'St I {: + t'•� , +�._�- ,° ,.1.,,•,,,.,.s,.J,1.,._:,_,h.h o t kp, ry1 q9 ...."-- + + �`.. ,•s•'..,.,, yh 5.8+ 'trye'`DRIVE:fA,.X, 2.. ..,�,„, w + ryp") '•;. PARKING �" ee ...., ,_.,_ o'� 09 gb-J*,..'£.,..:..3..,.,,i,..,h.,.,t c • h 1' -'^6 _ - 1 'b �° ,y ,• , - F .r` - TIMBER y `,, -'.fir... �. q ° .�i• ga ry' ,.,.....°..... .,%w.,i,..,...I*„=,,✓{.,�%.. .,3:....,,�;, `Lq' EOC 0 0,�0 y, 9 ^y ow 'S '4 X +� +s°� ryq. + �1 r a„✓. .✓._a.. :.,:, ... .., ry I 1. 1 1 J.......,,y1 rk1 ,'} ,. .,� _"' �iYA1L...•., SR", .l ,y ...st- 'h° •" i� + ryq a ..' .:...,,.. ,..,Y,.. „s.,.,,.y.. „.�."4,,,%;.,,�,.,,,s..=!<`F m' �,. l._..,ia.,A,.rt.,.?,.,,,,t.,.l.,,l^... ...,..•`E,..',.w:<...3i..,A.,.S.J.,n..i..F,.. .. L - A r +� t + _� ,' _ + t 4 + e +ryes w _ _ . 1 s -z°" r. DGE OF i ryya y.`V t r 0. A'`. + 6 PARKING SPACES i . c, 1 G _M ,_.y "l-,..�� I + PAVEMENT +ry1• fi I t { S _ sj oo k 1 $ qo �o / +rye try. +`Loh tryo' +ry r'`Ff +ry ry1 e ko {. yho m,` 'My ER O k ry + �� t qy _�\ q'h ry +ry ryq ry0 1� t ry 'S 3' 1 O o t' 18Po BRICN R.... k "l- `L• q + '° + 1, f { + `I, 'rL X + ,sr`' + ry9 ryry 1• 'k° ' tY' E 'F' ry .✓ 1 h e 2 s T' > a ( tB CK m k e r M ER 1�1 DOUBLE YELLOW LINE t op ° / ✓ + ry e 1 a #502 t xt' r wAC I Z O LOT .23 ry11 + try'o to ryy. m 1 0 � 7 jt y a1 O Qr' _ r 2 9 - U ry1. i "a, / ,1•R`'' rio' RAMP q° , ~, ' 's =y f�� '`�� y c� + MEN7 "' �t a + ry + + + I,k <+ "� +- o' t 11 t� I4 o r k 4` OF PAVEMENT-'.. / / +,yq -.-•^',g�, op a y° 5� .yry L a1y� q ' qo i 'r ,� 2ND STOR 'tt 2.2 ( `I"" ,;' {},` �o I `I I jEDGE Q / try q rye• e1 rye' STORY / 1 �`� /9 tryg9 X -rye. + try + + + yk ty1 try " e try1 r + - 0 1 'S^. .• q, r' ry1 ,yo y. t ary DECK a + °q1 .L, ry ryy. o , + 2 PARKING FLA LSTOR n j F � '•„6•y°i EU`�'� o � �t• 0 r. jl "�'�;� .Ihy°W..,.."... ,.-...,,.._,......."_, +ry + { SPACES SOD PLAL +t �o�y I ":+ °1 �� tl [ "}�� *£'..ryq. o X �as q yob, 1 1 i o TM.,^' o tt m4 i , w1 a ✓ 'a ,'L ryq a e;1 qk 01' 1 b e• q / t �t 14.0 I .+�y y �' _ 1e' -F'1' .t, .,e { q N � 1 WM x +ry +ry0+ry +ry$' e'ry by ?�, ~ ' �b Z +ry �o +1. 1� r4 7 a 1 9^ .-%-v, _ I ^$ v, po .� yo' ( 1, k ry + ! eq ryy �nrr ,i y ry E ryo ek e___.-__.RAMP WAL' 4J G� + e. + ry + rut_ L�'� b A l " F- " ry oo + 1 %ti l`', rig ° P n ryo• ry „ 4 m I : ` '�' A€�KIMt' A>r� + ; � ?£ , ,/,a _ x .�•x s a c� ' 0o ey 4 kh k`7' .hp'.�/� ep0 e•� +ry �'1 'Se6'S { '1�'`, t' 1 qd , .a."sS%" �'r,.. .8£'}. ; ? f 1-/ f f 2 ,. + try' t ry t 1 1 ry p y' q y ry e ry ryo' e . 1 1 y e o ryy q + d,; „. i' �o 2' o ..£, q................_. _,:. ASPHALT = �,� I �; 9 Sc +� try1 ! 0 ryy. fig. +ryy. '. � �. r 0 a if 6,.. pk ory� __.,_. ___. VEWAY + ...._ ryeh DRI b ' ....,. .' i ek DRV + e �^ `"''II ch 9 ci 9 iJ' 7t- ,:.._._ / „-'- _ v v v rn^-- w_ v v v v/° v v v v _..._..,u.... __�DELAP,�4'•CHI�,,,LINKEN. .. __ .- : ryryry �I!� ` 3 0 gyp' pya �pgg'p,�g -3E-- -X-X- C X- -�E- �E (X�i�X- �CX-3�-�E- -XX X-X-X -X-3C-'-----X ���(`` X"-X-X...,. y.f co .£�' c; ++w 0!P C/ 698.3 ��-r" it i...., of N S I tt t I = c 1.7' �i' H�` .- I ' iVl m k' j,j i �r <3 �..� STORAGE OF MATERIALS SHALL BE "1 y+ + ""' l '" o e tt "+ < O 7 PROPOSED STABILIZED CONSTRUCTION ' '' "ryry go4:a' r 41° BIt t N L o WITHIN EXTENT OF WORK.NO STORAGE L.L OUTSIDE OF SILT FENCE.CONTRACTOR PROPOSED SILT FENCE a ry _' t0 ry fo.s'£ ENTRANCE FOR UNYSDOTISH PORTION 11 o I 7 NYSDOT SHEET 209 01 OF SITE NYSDOT SHEET 209-05 ' � afr! p. t L F TO DETERMINE FINAL LOCATION IN FIELD, ?' �I IF O 7 TAX LOT 9 CONTRACTOR TO PROTECT AND CLEAN ALL ar� 'W L EXISTING CATCH BASINS DURING CONSTRUCTION 17&�r '^ O NYSDOT TYPE 4 SHEET 209-03 �J J r , CONTRACTOR TO PROTECT AND CLEAN EXISTING it 'ff 0 O V L� TREE DURING CONSTRUCTION -NYSDOT TYPE 4 SHEET 209-03 " L.L 1 V i, w z fW 11` O �_ � EROSION & SEDIMENT CONTROL PLAN _ _ _ _ __ _ _ _ 0704 0 o Q SCALE:1"=30' BOISS 1618 >- U) EAU A VENUE z 0 15 30 0 NYSDOT GENERAL NOTES NYSDOT ITEM NUMBERSco z 1. BEFORE CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH STATE PERMIT ENGINEER 12. MINIMUM WIDTH OF ASPHALT RESTORATION SHOULD BE 4' FOR PROPER COMPACTION.ADD 1 FT ITEM 203.02-UNCLASSIFIED EXCAVATION q - � - cr REGARDING APPROPRIATE LOCATION FOR SNOW STAKES SLEEVES. OVERCUT FOR TOP COURSE. ITEM 209,13-SILT FENCE-TEMPORARY U ? O 2. AFTER CONSTRUCTION, SIDEWALKS AND RAMPS MUST BE EVALUATED FOR COMPLIANCE WITH 13. ALL COLD JOINTS TO BE SEALED WITH HOT APPLIED SEALANT. ITEM 209.22-STABILIZED CONSTRUCTION ACCESS w Z CURRENT ADA STANDARDS.THE PERtMITTEE OR HIS DESIGNATED"DESIGNER OF RECORD"SHALL 14. TACK COAT IS REQUIRED BETWEEN ALL LIFTS AND JOINTS,REGARDLESS OF WHEN PLACED. ITEM 209.2301-INLET PROTECTION FIELD VERIFY THAT THE PEDESTRIAN) FEATURES (RAMPS, SIDEWALK, ETC.)WERE CONSTRUCTED 15. COMPOSITE PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH THE CURRENT REGIONAL ITEM 304.10119917 SUBBASE COURSE LE. U O TO CURRENT ADA STANDARDS OUTLIMIED IN NYSDOT SPECS SECTION 608 AND RELATED STANDARD PAVEMENT REPAIR GUIDE SHEETS. ITEM 404.0981-TOP COURSE SOUTHOLD TOWN Z CY � SHEETS. SUBMIT REQUIRED DOCUMIENTATION TO THE STATE PERMIT ENGINEER BEFORE THE 16. NYSDOT GENERAL ROADSIDE SEED MIX SHALL BE USED FOR ALL GRASS RESTORATION. ITEM 404.1989-BINDER COURSE P�ANN� B, � Z WORK CAN BE ACCEPTED AS COMPLETE AND THE PERMIT BE CLOSED,THE FEATURES THAT DO 17. APPROVED ITEMS CAN BE VERIFIED AT WWW.DOT.NY.GOV/PIC,STANDARD SHEETS ARE AVAILABLE ITEM 404.2589-BASE COURSE t NOT COMPLY WITH ADA REQUIREMENTS UPON COMPLETION WILL REQUIRE REMOVAL AND AT; STANDARD SHEETS (US CUSTOMARY) (NY.GOV). FOR MORE INFO, PLEASE GO TO ITEM 407.0102- TACK COAT � LIJ W RECONSTRUCTION. WWW.DOT.NY.GOV/PERMITS ITEM 520.09000010-FULL DEPTH SAWCUT Z W Z 3. THE CONTRACTOR SHALL CLEAN EXIS3TING DRAINAGE BASINS ALONG AND IMMEDIATELY ADJACENT 18. ANY UTILITY WORK PROPOSED IN STATE HIGHWAY RIGHT-OF-WAY WILL REQUIRE SEPARATE ITEM 608.0101-CONIC SIDEWALK AND DRIVEWAY Z F- r NO 0 TO THE NY SITE FRONTAGE DURING; AND AFTER CONSTRUCTION AS ORDERED BY THE STATE APPLICATION AND SUBMISSION OF RESTORATION PLANS.FOLLOW THE GUIDELINES OF OUR UTILITY ITEM 609.04010510-CONCRETE CURB Z Z ENGINEER. HANDBOOK, BLUE BOOK TITLED, 'REQUIREMENTS FOR THE DESIGN AND CONSTRUCTION OF ITEM 610.1402-TOPSOIL,ROADSIDE Z N W 4. REPAIR EXISTING SHOULDER,SIDEWALLK AND CURBING AS ORDERED BY STATE ENGINEER. UNDERGROUND UTILITY INSTALLATIONS WITHIN THE STATE HIGHWAY RIGHT-OF-WAY'. THE ITEM 610.1601-TURF ESTABLISHMENT,ROADSIDE W L �Q 5. ANY SIDEWALK PANELS OR CONNECTING PAVEMENT THAT HAVE SETTLED WITH A GREATER THAN APPLICANT SHOULD CONTACT MR, JOSHUA ECKER (631-369-2231, ITEM 619.37050009-MOVEABLE BARRIER SYSTEM F- Q M i/"LIP OR CRACK OVER 1/2"WIDE SHAILL BE REPLACED TO MEET ADA REQUIREMENTS. JOSHUA.ECKER@DOT.NY.GOV)FOR FURTHER DIRECTIONS REGARDING UTILITY HIGHWAY WORK ITEM 633.13000010-SEAL PAVEMENT JOINT Z 6. RUNNING SLOPE OF THE DRIVEWAY WIITHIN THE RIGHT OF WAY SHALL NOT EXCEED 6%. PERMIT(HWP)APPLICATIONS.THE UTILITY HWP ISSUANCE IS SUBJECT TO ISSUANCE OF THE HWP 7. CONSTRUCTION MATERIALS AND EQUIPMENT SHOULD BE REMOVED FROM THE NYSDOT ROW AT REQUIRED FOR SITE WORK. Z o W THE END OF EACH WORKDAY.MATERIIALS ALLOWED TO REMAIN ON SITE MUST BE STORED OUTSIDE 19, ALL PROPOSED ROAD IMPROVEMENTS DETAILED IN THE SITE PLANS MUST COMPLY WITH THE N Q I- THE VEHICLE CLEAR ZONE. LATEST VERSIONS OF AASHTO,ADA,NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL WITH THE W 0 8. REMOVAL OF THE EXISTING CONCRETE CURB SHOULD BE DONE FROM THE BACK SIDE TO MINIMIZE NYS SUPPLEMENT(MUTCD),NYSDOT HIGHWAY DESIGN MANUAL,AND THE POLICY AND STANDARDS Z z ANY DAMAGE TO THE EXISTING PAVIEMENT. THIS INVOLVES PULLING THE CURB OUT FROM THE FOR THE DESIGN OF ENTRANCES TO STATE HIGHWAYS ('DRIVEWAY DESIGN POLICY'), ROAD BACK AND POURING NEW CURB UP AGAINST THE EXISTING PAVEMENT. IMPROVEMENT PLANS MUST PROVIDE ALL APPROPRIATE NYSDOT STANDARD DETAILS AND NYSDOT 9. ALL NEW OR RELOCATED SIGNPOSTS MUST BE INSTALLED IN PVC SLEEVES. STANDARD ITEM NUMBERS. L W 10. SNOW STORAGE STRIP AND SIDEWALK RESTORATION MUST MATCH THE ONES IN THE 20. COMPOSITE PAVEMENT RESTORATION SHOULD REFER AND FOLLOW NYSDOT REGION 10 NEIGHBORHOOD OR ENHANCE THE AESTHETIC VALUE. PAVEMENT REPAIR DETAILS(DWG NO.'S PR-2A TO PR-10). U 11. PAVEMENT RESTORATION SHALL BE. IN KIND. COMPOSITE PAVEMENT RESTORATION SHALL BE 21. ALL DRIVEWAYS AND SIDE ROADS IMPACTED BY THE WORK ZONE TRAFFIC SCHEME SHALL BE KEPT TAKEN TO EXISTING LONGITUDINAL ,JOINT. IF ANY DAMAGE OCCURS TO CONCRETE PANEL, THE OPEN AND ACCESSIBLE ALL THE TIME. CONTACTOR WILL BE RESPONSIBLE T(O REPLACE THE WHOLE PANEL. 22. NYSDOT GENERAL ROADSIDE SEED MIX SHALL BE USED FOR ALL GRASS RESTORATION. Y 25 it if PROPOSED UTILITIES WITHIN THE STATE 71 ROW BY OTHERS,UNDER SEPARATE UTILITY SIDEWALK CLOSED AHEAD 0704 HIGHWAY WORK PERMIT FROM NYSDOT SIGN-NYSDOT SHEET 619 321 1619 hg m it I ' SIDEWALK DETOUR SIGN £gym- ,j TAX LOT tc EXISTING 7 STANDARD � NYSDOT SHEET 619-321 it8- )I O PROPOSED BICYCLE WARNING(W11-1), W zoZ it PARKING SPOTS AND(1) "IN LANE"(NYW5-32P),AND"AHEAD" ,t ;i ' ? 11; If- ADA COMPLIANT PARKING I -- -- - SPOT TO REMAIN (R3-17A)SIGNS FACING THE ROAD w - -_____ PROVIDE ONE 1 MAJOR STREET -1. if ,` .K GRAVE. DmvF.-W } f + N i0,o- i 6' r„ PROPOSED BIKE s >r,, �;F ti ~-�'----..__.___,_ TREE-NYSDOT SHEET 611-01 �I � ' t, It WDRF CKAGE F'N m „' _ m a �p�, l WDRF PARKING SIGN =- - - __.._-.... �__._..._._ ", , rt x _. CD i r...7ld9 25 0 ;E W0010 RA FEN. ; / 1.b WC',)D RAI!FEN. 1.fi' >.a: {,,-,_.-V ....�........... .._ .I wo d! ! i + !-. { , v I,,..i, _ ...' \tea,\' i ff �I t(%; _._.�._..._-^ {/ ... x.._..._..._.._._. ._...__ ._.... _.. .........._ .. :x; ,: i'Y'•` -. -,,..._..,,_ ..� ,r.r ,....✓'y .. ,,^--.�, y.,� ,,.Y_..,��„..,.�...,,, ,�,,..�,y�Y-y^-Y- -�,Y_y-`,f"-', y '%`f'`.. {'..r tI ij ur 7 1 !.. .. x.........-..�..x........_. ..._....... _ 9 s50{3L Rr Fi..h. f"Y YY 1 l , 1 e ''1 , 1 .�, 1tY,�. •� __ .. -1YM_ ..W .d _`1VtA `L if 1Ebf'. Y N t °'1 + t I ,.. -: icy .�,. �'-T �•�.... - M '�M' ....._.. ......_ .__....' E E E E E � .. ;, E .:: r •c-a iiw' , N --�.E.._ :. .w w „ w y v w w w w w w v w ¢• w �" w. ,,, , w ,.:: ,> .. .:. ._ v. .y .. ,; w ,. w- �. .,., .y 'q.-.. E w E _ g^� AS>=fH.: •Y w W w w ..i w r ., : d .:. .. .. .: �. tl { 1'.V '� w w w v <. w v w w � w w w , w w .. w •a v w v ,. .: .;, w W w � ,= w E E �``'`' E E E E', E E..�-•E�� E� E E E E E R� "�..��,. ., p "ARKiNG -. __y.. _',),i �`•� 1 �E E E',. ,.•'� E E F , v • 7 3 wa w w ,:, w w w . ,v w w w . v. •� w w -w v w w e• �" -:. �• v -xTx_ v' i ... w -a- .,_ �':. ,I f u w w U w O w y 5 .. w w - 1�, I 1 L M �,,i„• 13. 1 tdBt`R ,- A:L PROPOSED 6-UNIT RESIDENTIAL BUILDING 5 PARKING SPA;E< ; .. u w� l£r \ �, G- _..._.w ?- ; t� , W W Y �w w w w w ;, w w w .Y . w w w w ... .y w PROPOSED ADA COMPLIANT `\ �� �..r. w w 1� \ � w d, w w w ,o w .,. w w w w m w w w w v a .v ., w WAY 'f :-.� i ...� w • w x. I w w v 5 z �> PL z ht" \�� t '�1 i I TAGE CONCRETE WALKWAY F.F. EL 28.50 i �. M1ER ICOT 7AX 1'r E; w w PROPOSED BIKE PARKING +� �+ r w wt ,. �� L w w w w w S.F. 7 O61 S.F. w a i. y '� `i �i, T. l �A_. ...M ( ) ,i w m f i o c' 2 `1 l 1.__ Bth*etcA ;,,,, p ,� w v, w w w v- t, w , �• w w ., w w ., w w w w w w ,. m w •« ... U RACK P j is 5 yR �� 1 .� . _ PIC I , 3. -.4c,.., w w ,V RJ :C `` 1 j .I 7J G ,3, .. "l 1• \ w u, w w R I )x, wA; I EXISTING PARKING M w w w w . w w w w w W. m ... w w .: ., w .t. E NAG 1 \ i` '� S TY -2 PARKING LOT DO NOT ;, � 4 � ,� O � w w w w w w w w w w w w w w w w w w w w w w ENTER SI ( ) w�I ] 1 LOT SIGNS TO REMAIN I x LL. 5 w w. w w •. v w :,- d. a ad i `, /, 3 : ! I dl t I d. I. AS 2' G E TYP ftnM�µ e� U ems` v . •� �. w a -I: .a ! ..,r�tA�: 2IvLi S'27 vi_.r.�n ..t \t 1 ta< f vq( ,� wJl -',�. (o _.. - , w �. ,. •d � a w .. ., •� w w ., w d W w r ." o o a - -n o o _�n � o o 0.�___"d �o �o ¢ � __�7 �o� �o ¢_°_"-_n �o ,•o � ¢- -"n � �a w R,�.;:r 2ND Si'.�i \ ` 11 � ��? t jt�� fc.>�1' .��v.�� O 0 W o'l w w PROPOSED ADA COMPLIANT1. ; Y ; v `� w jj U') w w w .� w w ..�, w ,,, w w w w .: w w w w v w w w w d ,. .. ,:. DESTRIA hFK;Nc I',.Ail, w j•.tv �(�5;.)F2' \ o� ; 10-= w-°-me:) •� .I Z Q PROPOSED PE N ?r (/� w w w w w w w w w w w CONCRETE WALKWAY t: Woar, 7'w \ yI _� i EXISTING CURB CUT O O2 2O O2 O2 CROSSWALK _ s__. w I ` �.. W 2 2 w w w +r w w v w b ., W •. .v w v w w w � O 1 i x ,,..„.; « ' w .�. w .� y w w ,� ., w w w w w w .;. w w w W �,. .,, .� ' r v � _. ..,W.M �ra Iss^ J , p.y � � # REMAIN, DETAIL �.✓ v u- -c. .�, .r d .. e w w w .v i 7 4. d /j 1 v';I' O � t I�' fay� 0 w v w w w w w w w /` t 23/9 APRON 2 �- O - 4✓ 1 W ✓ w w w L w v r w u. ., w v w w ,. Y '•r•`.�' / - ..'". � 1 1 ! -_ � { f ixi ` ( ) � ] 1Z WOOD Razk? i w {' 1 1,1 k / LL w t L t' , , LL ., w .. WRAF F \ iz\ • 1 �;I ? ,t' C t w w w w y w w w I O i ,1, w w _ w w w w w Dj �, t .; t I, (r EXISTING CURB CUT ~ r« w w w w w w w b w w w w c I TAIL `•,`<, . . �r �;.,. ..,= :.:: t�\ ; � REMAIN,OPENING Q .d .' d' f' r if f C.r �It T 1 1 I fj .I 23/9(APRON 1) w w w w w w u• w w w w .0 �:; •&m ,y " 1 4, Q f 9`A e"7 t 8! $ J`' ?T�4.00 r ) !' 7tI 1" f .T NC1 O � . 5 ` :; If 1 it ,� ft 4 4 TAX LOT 9 �11 I 1 It lot I PROPOSED PEDESTRIAN it I .�i ! 7�I_J Ii t' ; � li it NOTES: SIDEWALK CLOSED SIGN- CROSSWALK ? lI aii 1. ANY EXISTING SIDEWALK PANELS OR CONNECTING PAVEMENT THAT HAVE SETTLED PARKING STRIPE ARROW NYSDOT SHEET 619-321 a +l all k ttT WITH A GREATER THAN a'LIP OR CRACK OVER j"WIDE SHALL BE REPLACED TO MEET (TYP_6) PARKING LOT"EXIT J + ; (� o,r ADA REQUIREMENTS. ONLY"SIGNAGE(TYP) SIDEWALK DETOUR SIGN - tf ;.x I u 2. ALL ASPHALT PLACED IN STATE ROAD SHALL BE'SUPERPAVE'WARM MIX ASPHALT, NYSDOT SHEET 619-321 It i ;� 0 AS PER EB 21-047. f'g 6 .j" co 3. ALL WORK IN THE STATE ROW SHALL BE ADA COMPLIANT AND REFERENCED TO NYSDOT SPECIFICATIONS,ITEM NUMBERS AND STANDARD SHEETS.REFER TO PAGE LL 8 FOR NYSDOT DETAILS.ITEM NUMBERS CAN BE FOUND ON THIS PAGE. 4. REFER TO PAGES 10-13 FOR ALL WZTC SHEETS. PROPOSED TEMPORARY L '-��) O PEDESTRIAN CONSTRUCTION ADA COMPLIANT !' 5. ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10AM AND AFTER 3PM.NO LANE PEDESTRIAN DETOUR- CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS.NIGHTTIME LANE CLOSINGS WZTC PLAN BARRIERS NYSDOT SHEET 619 01 NYSDOT SHEET 619-321 25 WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE PERMIT INSPECTOR. _ _ _ _ 01704 6. BETWEEN THE FRIDAY BEFORE MEMORIAL DAY AND LABOR DAY,NO DAYTIME LANE SCALE:1"=30' 00 CLOSURES ARE ALLOWED,AND NO NIGHTTIME LANE CLOSURES ARE ALLOWED B D I S S EA U AVENUE' 1618 BEFORE 10 PM. 7. BETWEEN THE FRIDAY BEFORE MEMORIAL DAY AND LABOR DAY,NO LANE CLOSURES F- ARE ALLOWED ON FRIDAYS AFTER 1 PM IN THE EASTBOUND DIRECTION;AND NO 0 15 30 W LANE CLOSURES ARE ALLOWED ON SUNDAY NIGHTS IN THE WESTBOUND DIRECTION. 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N N N N N �� q , ;. 00000 VENT LINE DEPARTMENT STANDARDS.INSTALL 2'GRAVEL COLLAR ONLY ON NORTH AND SOUTH l " ),: TRANSFORMER o Ir o , .) 1 it (r i j"3$' ao rn co rn AIR LINE SIDE OF STRUCTURE TO MAINTAIN MINIMUM OFFSETS TO UTILITY SERVICES. o _._ VENT LINE ______._____._.__-_.___ a S :)F:,bEG � ••, EXISTING UTILITY AIRLINE «2 __ ,f1;�.� ---------------- If_ } �+� � � ���>�nhor r SERVICES TO REMAIN ji(( ;it (� Z6' 2.2' ELECTRIC FOR l rr o 0 0 0 0 LL $� c R;,; Fe', s's' TREATMENT UNIT '€' ELECTRIC FOR < __._;_.._.�,i ss --..._.... + 1j i l fit '+ jrr M N _ > N N N N N . 0 00 `' i ^en RA4%E d. $... ..._..... _r /.... -._.. ......_ _ ......__. _ _,,._............ TREATMENT UNIT IVc , R . FUr. .3 ryK, , ;r fr r. O o = w O O O o O x.........-- - - .. - -__.. _.............. A- WAf=W[�Wk1M-WM=M1 €, Wt1 WAr=--WI71-., .. -]MA- -WM - MA1 t fr tr �yi'f' co N � � Q 28.0 .�� „ : ......� ___ _ __ !, i-_fig-,k•-`"..�»� + _f._„_.._ i if Fy�vF. worp •p.:, " .. .. d d ..�<:. a° _ d '` "•ar_„_ I r +%Ri rW.zy - -r' �°,. �, (+f (! �,` '� ?ARKING O O O O O O r� cn w Q ... .. � z x x°x�' r % i _> .,�sx.., ,-: N •. � .• � 1 ;.i ..J�q' °°V�rai t -�,Mrh:` ,.VJRc r�, i � i1 r7� (i O PROPOSED 6-UNIT RESIDENTIAL BUILDING y+ hRKi;4 RA - ; r \ \\ t + z o PROPOSED HYDROACTION AN800 r `" cry War 'o i \ \ `: , " ;rr:, .._ a„ '` f ( TALE U) > p fA =' C.O. F.F. EL. 28.50 C.O. PROPOSED HYDROACTION AN800 �+ +� ;tl,?,. \ \ `• Kf' -.'" ';n�_rn ,s� - - COT Q I- m LL Z .....» TREATMENT UNIT,RIM EL--28.4', _ 1'AA LOT 26 � ,� _._ ' S INV EL-25.78',W INV EL-25.69' o INV EL-25.5 it S.F. 7,0615.F. INV EL-25. ' o., TREATMENT UNIT,RIM EL=28.0',N INV ( io rw ` \ \ \ \ !- +k,°' , i "` % --; - w Z p O_ _ 3 CONTROL '.. Rh E:li \l w } w U) s _ 7 NV 25.6 - PROPOSED CONTOURS �y PANEL 00 ._ CONTROL PANEL q { . of \\\ WALL d ..:..,d.. _ d., L.„_ R.� , \ \ `\ (n O O 7 �w t I' I 1 .i 4 a \� ;' z J d ----_n -'_�_',n a _.__'n c¢ __n ¢_'�'`�n a___�'.n d ....-. 2NJ.,�uRvt_P:. r,., t �,�� :+ .. -ft, ;,�yc. 1`� _ ! u. .; `>' jal t,y 1 j j' u. d ^a`�' .. :kf; TEST 2 phR Pt.6ti: ,t.t.t__._._�_.. •, \ t\ 'r_ o r -.ti.Y� .c; i HOLE ,». -'�--��26.0 SA.�Cf"S`__........,.. ,00 Pt.A?',i\ 1 \� A A , � r1` � � '�Ja , am% X) � .� � �jR. ✓< EXISTING CONTOURS ,. � 1 ' „' _ 7 '` \ n . p ,..„� »=�` P�' � c�0 f � _. � � ,� �© �©1 � •, A ', E rrt,�_.- ` 20 MIN _ , p 28.0 __ ; ' IIV WOODr� ` if rr =c� cy q. , _ ________ it a e 00 ;C� ' , 1 1 z 00 PROPOSED 8'OX9'EFF.DEPTH PROPOSED 8'OX9'EFF.DEPTH 003,35 � ( � t ;o if LL_ j ; �' of O ° W D-BOX D-BOX 0 ° , v� SANITARY H2O RATED LEACHING 20 ,d 1) ' E INV EL=25.58' r; E INV EL=25.58' SANITARY H2O RATED LEACHING �`0 POOLS,RIM EL=28.4',INV TAX LOT W INV ELS=25.41' PROPOSED 10'OX12'EFF. POOLS,RIM EL=27.5',INV EL=25.24' , , S INV ELS=25.41' , i EL=25.24'(TYP-2) DEPTH DRAINAGE LEACHING (TYP-2) EXISTING SANITARY POOLS(TYP-6) SYSTEM TO REMAIN ( (��} �) + ( ) i rr '. �• \CFI Z EXISTING 8'PJXS'EFF.DEPTH DRAINAGE PROPOSED 10'PJX8'EFF.DEPTH \ (; U! j .f�' 1--1 PROPOSED 10'OX12'EFF. DRAINAGE LEACHING POOL(TYP) a! {� a to: LEACHING POOL TO REMAIN "1r F i o if 1. ALL SANITARY POOL COVERS ARE TO GRADE. DEPTH DRAINAGE LEACHING i' 1j '(�U NOTES: if POOLS(TYP 3) { }o 0 2. NO SURFACE WATERS OR WETLAND LOCATED WITHIN 30OFT OF THE PROPERTY. z 3. NO NEIGHBORING WELLS LOCATED WITHIN 150FT OF THE PROPERTY. 1 t 4. ALL SANITARY LEACHING POOLS MUST BE LOCATED A MINIMUM OF 1OFT AWAY FROM f f Y )t + P THE PROPOSED WATER SERVICE. SANITARY PLAN �' rf i ' Z 5. ALL TREATMENT TANKS AND POLYLOK BOXES ARE LOCATED IN NON-TRAFFIC AREAS. ter' r SCALE:1"=30' 25 Q 0 15 30 - - - - 0704 � 0 EXIST.GRD=26.0' FLOW RATE CALCULATIONS BOISSEAU AVENUE 1618 Q Z o o Z MIXED GRAVEL, z_ Z Z Q J SAND,AND LOAM SM = F - .5 ACRES HYDROGEOLOGIC ZONE IV SANITARY #1 CALCULATIONS ALLOWABLE FLOW RATE=600 GALIDAY 0..5'-3.0' BROWN ML FLOW RATE OF 3 HOUSING UNITS(9 BEDS)=675 GPD (� ` SILT ALLOWABLE FLOW RATE FOR SITE=1.58 ACRES x 600 GAUDAY AN800 TREATMENT SYSTEM CAPACITY=800 GPD �7 =948 GALIDAY(GPD) 675 GPD/1.5(GPD/FT2)=450 FT2 �� EXISTING FLOW RATE PROPOSED FLOW RATE J BARBERSHOP 59OFT2 17.7GPD 6 PROPOSED UNITS 1176.8 FT2 225GPD REQUIRED:450FV/25 FT2/FT=18 VF MAR 2 2026 N o THRIFT SHOP 1257FT2 37.7GPD X 6 PROVIDED:2-8'0 X V LEACHING POOLS=18 VF APARTMENT A 1193FT2 225GPD SOUTHOLD TOWN 3..0'-21.0' YELLOWISH BROWN SP APARTMENT B 59OFT2 150GPD SANITARY #2 CALCULATIONS PLANNING BOARD FINE SAND FLOW RATE OF 3 HOUSING UNITS(9 BEDS)=675 GPD BORING BY:MCDONALD GEOSERVICES TOTAL EXISTING FLOW 430AGPD TOTAL PROPOSED FLOW 1350GPD AN800 TREATMENT SYSTEM CAPACITY=800 GPD TAKEN ON:MARCH 15,2023 675 GPD 11.5(GPD/FT2)=450 FT2 Ni0 WATER ENCOUNTERED TOTAL SITE FLOW=1,780.4GPD REQUIRED:450FT2/25 FT2/FT=18 VF ALLOWABLE FOR SITE=948GPD EXCESS REQUIRING CREDITS=832.4GPD PROVIDED:2-8'0 X 9'LEACHING POOLS=18 VF uj TEST HOLE LE 1 DATA REQUIRED SANITARY FLOW CREDITS=(832.4GPDl(300GPD/CREDIT)) Y E 25 rr 7 N.T.S. REQUIRES PURCHASE OF 2.78 SANITARY FLOW CREDITS PROPOSED UTILITIES WITHIN THE STATE 0704 W ( r L (0 ROW BY OTHERS,UNDER SEPARATE UTILITY 1� 1 t', w z HIGHWAY WORK PERMIT FROM NYSDOT 1619 !� j U ?ya t W tti; rV. � I+ �i .T.?n CJ (j I. TAX LOY' 10 � a�u ri J PROPOSED UNDERGROUND w ' SECONDARY ELECTRIC PRIMARY UNDERGROUND rE 1 fr?g 'I { cn Z PROPOSED WATER SERVICE a w _- ELECTRIC SERVICE z i t SERVICE �� , ` ` ,, .3" W PROPOSED HVAC SYSTEM x --_ ° ( ; 1 �+ r,o .- M W FOR DWELLING UNITS TYP-6 4"DCW {' rv`- (2)-4"C PVC SCH80 FOR , , z z co z t ORs` Yr7`.f2F ( ) _____.____..__- _. .__...._,_ GRAVEL Ivr a VOICE/DATAITVSERVICES IW- N C� ---.- ._._._. _._w Imo'` EXISTING UTILITY O z 7 6` n' > r z i �s���°'}} ppq�yyyy ��°x ,i 2.2' WJR°" -. ..TQ^.KAt)G f'r ,rat f." �......_,_._..__ .....�........� _ -.. ! fr�. ......_. n,30 00 ;li WOOD RAIL f N. ! 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CQ_ w W PROPOSED 6-UNIT RESIDENTIAL BUILDING :,rA.Ru!tv�) b w w + �, 00 W 4 w w u. w w w w w w 5:'ACE5 A "1 'r 'l-'t a: � ?v U.3"��- , ? i t \ \ � ' ; f 1 GE pL N Q U 'w w w .y;., \ i i \ t� \/b V -'� "�i>�.�qra ..,_ A rR'> r i ',._ \ \ \ _K, i OTT W •✓ w W w ,�'''w w w v w .� b v ! _ i .`.d w w w w J• w w v w v v w w v w •L ys• w w n LL w . w w - w .i COTTAGE I w na t t w PROPOSED w w w C, \ \, \, \ WAS.U - . LIJ <. w w w w w w w w Y w w w w w AX L. . w - _ _.._. F.F. EL. 28.50 r �,. +v,,�ti 1 1 u -�cj W O w w S.F. 7,061S.F. w SUBMERSIBLE ; i t \ t \ \ i ?r> fr " r i. w w w w w _.. ._ � �\�.�. ��. L�'z�laq �� 1 � i9Rt TRANSFORMER w •;' \ oz. r PROPOSED NYSDOT '.L'. ✓ w v w w v� y.. w � -`J'_'-' +,. w v w W w W w +r w w w v W W � I i r,C`i i i dy W Q w u y J STREET THE R-(1) z - 'i.; + l r� ,. w w w w w A:1 7n;C 5'OR"i a _9__-.° a __-'a °: --� - -=� a----•.o . ° , w ' jf w �;ti +� \ 6 r l-+, w v w w w W w . .. v \ ' "'.i'f '7 e f' ww O -- �� 1 t_% `xu rr It'it�' ��4 ljw w w !_w N�� -� ( , 4 f®1 _ w w w w w w w w AR O - \v�v I lj ''1 c��i w w b w w w w w w w W 6 PROPOSED DARK SKY COMPLIANT EXTERIORcn . ... ftREaRrvry 1 w FIRE DEPARTMENT ` 4 j� q } ' w w w w . w w w w w w w CONNECTION °.__ a , LIGHTS(TYP-18),REFER TO ARCHITECTURAL •' 'd --_ ,„_.._,� x-� f y ;( 7 � ���' '7 Y w w w w AM PLANS AND SPECIFICATION SHEETS PROVIDED w w b w w w w w w . - w w i w w W w v w w vw w w W � w w ,Y ( ) � d• w,��;,„ F �'' i ! .('C� I O' v 6 a , i r; t a 1 i f t f t r , $ w W w w W w w w v ,L w .. ✓ v u w w V w w w v ,., - •Y w• , w L •a W w w ♦• .L SWb w W V- -Y.. •w , w < W w w • d , t 00 ,2 ''00 W �0 3.35* 0��30'10„ ' .I 11,1 1 ; ;f; ', ii t TAX LOT 9 � W {.� 1I NOTES: 1. REQUIRE THE USE OF NATIVE,DROUGHT-TOLERANT PLANTS IN LANDSCAPING. ;j EXISTING UTILITY � ` 'i ;� 'it ;) 2. REQUIRE ONLY THE USE OF ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE NITROGEN IS NO MORE THAN 20%OF THE TOTAL NITROGEN IN THE MIXTURE. SERVICES TO REMAIN ��<�'{' ' ) �;( 3. REQUIRE A MAXIMUM OFF 1LB OF NITROGEN PER 1,000SF IN ANY ONE APPLICATION, EXISTING TREE IN "' REMAIN �� t f� WITH A CUMULATIVE APPLICATION OF NO MORE THAN 2LBS PER 1,000SF PER YEAR. �' 1 '_Tt I tW 4. PROHIBIT THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING NITROGEN, UTILITY & LANDSCAPING PLAN € ;. �� UjI )' (�w PHOSPHOROUS,OR POTASSIUM BETWEEN NOVEMBER 1ST AND APRIL 1ST. if ?.,.'i o o N 5. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS PROHIBITED UNLESS u 1 LL Y ESTABLISHING A NEW LAWN OR SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE SCALE:1"=30' ! 1j ENOUGH PHOSPHOROUS.FERTILIZER LABELS HAVE THREE BOLD NUMBERS.THE '^ h I! �t Lo NUMBER IN THE MIDDLE IS THE PERCENTAGE OF PHOSPHOROUS IN THE PRODUCT, 1 Ij 1 " o f E.G.,22-0-15.USE OF PRODUCTS WITH A 0.67 IN THE MIDDLE OR LOWER IS NOT 0 15 30 RESTRICTED.PRODUCTS WITH A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF A 11j ' co NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST INDICATES IT IS NECESSARY. O 6. ANY EXISTING EXTERIOR LIGHTING FIXTURES FOUND TO BE NONCOMPLIANT WITH 25 Z J CHAPTER 172 OF TOWN OF SOUTHOLD CODE MUST BE BROUGHT TO COMPLIANCE AS - - - - 0704 D O H m BOISSEAU A VENUE 1618 0 u, Z PART OF THIS PROPOSED WORK. REINF.RUBBER HOSE 12 GA.WIRE-TWISTED AND LEFT LOOSE ILL. O V EP LOT COVERAGE CALCIULATIONS REINF.RUBBER HOSE Lo UW STING LANDSCAPE AREA: 53,650 S.F.=77.9% 12 GA.WIRE TWISTED AND LEFT - NOTES; jPOSED LANDSCAPE AREAi:27,495 S.F.=40.0% LOOSE > Y i. PLANTING BALL - ON B&B MATERIAL, BURLAP AND WIRE BASKET OR OTHER CONTAINER SHALL BE REMOVED � J O 2 CEDAR STAKES-DRIVE AT FROM THE UPPER HALF OF THE ROOT BALL AND DISPOSED Of. (9 0 O PLANTING LEGEND ANGLE AND DRAW VERTICAL 2. HEIGHT OF PLANTING SAUCER SHALL BE 3". ~ 2 CEDAR STAKES-DRIVE AT ILL _ANGLE AND DRAW VERTICAL 3. MULCH SHALL BE A MAXIMUM OF 3'" DEEP AND TAPERED DOWN TO LEAVE THE ROOT FLARE EXPOSED. WHEN PLANTING :QUANTITY KEY BOTANICAL NAME COMMON NAME MATURE HEIGTH MATURE WIDTH TERRA WRAP-ONLY ON SLOPES, DOWNHILL SIDE MUST BE STABILIZED APPROPRIATELY OR SEEDING ON DOWNHILL SIDE MAY BE SPECIFIED. � (n 4 CC CARPINUS CAROLINIANA AMERICAN HORNBEAM 20'-30'HT. 20'-30'WD. c - WHERE REQUIRED BY 4. MATERIALS FOR PROTECTION OF PLANTS SHALL BE A COMMERCIALLY AVAILABLE PRODUCT OR SYSTEM FOR SUPPORTING w cn LANDSCAPE ARCHITECT OF TREES. 6 AM ARONIA MELANOCARPA BLACK CHOKEBERRY 5'-T HT. 4'-5'WD. w w 6 AR ACER RUBRUM RED MAPLE 40'-70'HT. 30' 50'WD. `� W w w I- 4"DEEP SHREDDED BARK MULCH 5. ALL TAGS, LABELS,ETC. SHALL BE REMOVED FROM THE PLANTS. a, 4"DEEP SHREDDED BARK MULCH cu _ 1 AR ACER RUBRUM(NYSDOT STREET TREE) RED MAPLE 40' 70'HT. 30' 50'WD. � � w 6. THIS DETAIL SHOWS ONE ABOVE GROUND TREE SUPPORT METHOD. ANY OTHER METHOD MUST USE COMMERCIALLY O w F = CROWN OF BALL TO BE SAME AVAILABLE PRODUCTS INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. CROWN OF ROOT BALL TO BE o E] w w LEVEL AS IN NURSERY LANDSCAPING NOTES SAME LEVEL AS IN NURSERY w w ¢ T. THE ROOT FLARE SHALL BE VISIBLE AND LEVEL WITH SURROUNDING SOIL. 6"SAUCER 0 r�'� Z � _ TREE GRATE / HARDSCAPE / SIDEWALK OR REMOVE TOP I OF BURLAP Ln MULCH / TURF / HARDCOVER ADJACENT PAVEMENT 1, LANDSCAPING,TREES AMID PLANTS REQUIRED BY THESE REGULATIONS SHALL BE PLANTED IN A GROWING CONDITION ACCORDING TO ACCEPTED HORTICULTURAL 3 ROOT fLARE� AND ALL WIRE AND NON- TABLE 6i i-i - REQUIRED PLANT PIT DIAMETER PRACTICES,AND THEY SIHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION.ANY LANDSCAPING,TREES AND PLANTS WHICH ARE IN A CONDITION THAT DOES -6"SAUCER TYP. CURB - \ (SEE NOTE 7) ` NOT FULFILL THE INTENT'OF THESE REGULATIONS SHALL BE REPLACED BY THE PROPERTY OWNER DURING THE NEXT PLANTING SEASON FOR THE PARTICULAR BIODEGRADABLE MATERIAL '9c PLANT MATERIAL. REMOVE TOP OF BURLAP 9111 � SPREAD/ ROOT-GALL DIAMETER 3X THE ROOT SPREAD PIT DIAMETER BALL DIAMETER 3 ROOT IAMET M 2. ALL PLANT MATERIALS TO BE OF HIGHEST QUALITY NURSERY GROWN STOCK. =III III-)I TOPSOIL BACKFILL-MIN OF 1=) - AND ALL WIRE AND NON- - o _„= r; :;e=e .,,t,_ 1t, -III= - 50° F I F III :_ ,,X.; III= BIODEGRADABLE MATERIAL - ' _ ° FROM 2'-0" TO 4'-0" 2.5X THE ROOT SPREAD OR ROOT BALL DIAMETER I I III /0 0 SOIL TAKEN FROM HOLE o „ „ " .,o o „o 0 1`a „woo °oo °aao a°Qn° 3. REFER TO DRAWINGS PRIOR TO ANY EXCAVATION FOR LOCATION OF MECHANICAL AND UTILITY LINES AND STRUCTURES.IF ANY CONFLICT EXISTS,CONTRACTOR I=III Ell- =I I=III ou a"o no�av'oo oaaoo mod oO000 4'-O 2X THE ROOT SPREAD OR ROOT BALL DIAMETER W SHALL NOTIFY ARCHITECT FOR SUGGESTED CHANGES. PLANTING o'� N„o " o - OVER I L I=1 _ I III III-I _ „_e „_ _ _ O - I I-.._III- ;__ SOIL AS 4. ALL PLANT PITS TO BE BLACK FILLED WITH TOPSOIL BLENDED WITH 0 20 0 FERTILIZER AT THE RATE OF 5 POUNDS PER YARD. N I-III .,'; III-1 SMUNLD 5. ALL TREE PITS AND SHRUB BEDS TO BE MULCHED WITH 4"DEEP FRESH MILLED SHREDDED BARK MULCH. III= I I=III I I III- TOPSOIL BACKFILL,MIN OF 50% 6. ALL TREES TO BE PLANTED AND STAKED AS PER DETAIL. OF SOIL TAKEN FROM HOLE „ e - I III III III III= =1 I III II=I 3 TO 6 - ' 7. ALL PLANT MATERIALS TO BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. - - - ---- - - COMPACTED SOIL PEDESTAL �.�_____ ________________ _-r_. - =I1--E- - 8. IF ANY DISCREPANCY EXIISTS BETWEEN THE PLAN AND PLANT LIST,THE PLAN SHALL GOVERN. - _ =I I=)I I=I(=i I I-III=III-III-I I-T- _,- I I{={ (_{((_� {_) {_{{(_{ {_{{�_{((_{{{_{ {{- _ - I -I I 1=1 1=1 1=1 1=1 I 1=1 1=1 I f = _ _ - - - - _ , 9. ALL PLANT MATERIALS ARE TO BE MAINTAINED WITH FERTILIZER AND OTHER REQUIRED MATERIALS TO MAINTAIN A NEAT AND HEALTHY APPEARANCE. _ _-I=III=III=I(=III=III=III-I__I Ii= 1 I I^I{{_ { 10. ALL PLANT MATERIALS ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM.DRIP IRRIGATION IS TO BE INSTALLED WHERE POSSIBLE.ALL IRRIGATION - - - - -- - - - -f- - - COMPACTED SOIL PEDESTAL EXISTING SOIL COMPONENTS AND INSTALLATION SHALL COMPLY WITH ALL LOCAL,STATE&FEDERAL CODES. 2 X BALL DIA 2 X BALL DIA 2X BALL DIAMETER MINIMUM • H 11. ALL PLANTS WHICH DIE OR BECOME DISEASED SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR. PLANTING NEXT TO PAVEMENT OR CURB W 12. ALL NEW SEED AREAS ARE TO RECEIVE 4"MIN.OF TOPSOIL. W 13. ALL SEED AREAS ARE TO,BE SEEDED WITH 5 POUNDS OF FESCUE VARIETY GRASS SEED PER 1000 SQ.FT. co 14. ALL WORK WITHIN THE SUUFFOLK COUNTY RIGHT-OF-WAY SHALL CONFORM TO COUNTY OF SUFFOLK DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS 2 EVERGREEN PLANTING DETAIL TOWN 3 0 N S I TE PLANTING DETAIL TOWN 4 NYSDOT STRE E TREE PLANTING DETAIL AND DETAIL SHEETS FOR CIVIL ENGINEERING AND SITE DEVELOPMENT CONSTRUCTION. 7 N.T.S 7 N.T.S 7 N.T.S RESERVED NO PARKING SIGN PARKING "RESERVED PARKING" GREEN ESERVED SIGN SIGN OR"NO STOPPING" N N N N N PARKING SIGN O CDN N N N N BLUE NO I` Lo I- - CD WHITE PARKING POST 00000 WHITE ANY 16'-0" O O _ N N N N N W 0 0 0 0 0 TIME 14'0 MN = W � CNNNNN CD VAN X X—X—X -.X—X—X X—X=�X .� N N mch ch Ln ACCESSIBLE 0 00 0 0 6"NOMINAL STEEL PIPE(SCHEDULE 80)YELLOW PAINT 6'HIGH CHAIN LINK c FENCE WITH SLATS BUILDING 4'MIN PEDESTRIAN X �„ i WALL. ACCESS ROUTE 6'-0" Q m SAWCUT EXISTING ASPHALT PAVEMENT Z 0 Z I =�. FINISHED GRADE I LD WHITE STRIPE 4"WIDE z o J w m - 4'WIDE 5'_101" I 6"THICK POURED i 0 1Z°TOP COURSE w W Z WHITE \/ I I \/ n, 8Z" € x, CONCRETE X 2z"BINDER COURSE U Q Y m w 4"INIDE,45"BLUE 4"WIDE STRIPE \/ //\ APPROVED COMPACTED SUBGRADE U) n- 0 0 U Ln , 1 ;� . I E 6"NYSDOT SPECIFICATION RECYCLED STRIPES T-0"O.C. BLUE �� I o I I �\ 9" x x CONCRETE AGGREGATE STRIPE o °' / // 11z° N0.3 REBARI I I k -- BLUE INTERNATIONAL b� \ NOTES: x � x o // 1"DIATHRU(1fYP) Z SYMBOL FOR ACCESSIBILITY I I \ THE STEEL PROTECTION POST SHALL BE PAINTED W YELLOW AS FOLLOWS: SIDE VIEW END VIEW �. �E_ o o a o 0 o n o o o �o. �� z� o A. SOLVENT CLEAN TO REMOVE OIL,GREASE NOTES: k n y M AND OTHER CONTAMINANTS. 1. CONCRETE DESIGN STRENGTH:PER0��� �'�� B. APPLY METAL PRIMER. ` `O ASTM C31,40100 PSI @ 28 DAYS �' Y. REMOVE AND REPLACE UNSUITABLE O0 C. APPLY TWO(2)FINISH COATS OF APPROVED 2. REBAR ASTM A-165 GRADE 60 ��' �� 0, o MATERIAL AS REQUIRED = �o U 9'0„-�; +- 9'0„ I \\ \\ POST EXTERIOR PAINT FOR METAL SURFACES. 3. WELDED FIRE FABRIC ASTM A-185 y Z = � - �— 27'-0" ,_0. //\�/\//�// 4. FASTEN WITH REBARA.O.B.E. i o W CU RESERVED STALL 1 STANDARD STALL , PARKING BUMPER DETAIL s DUMPSTER ENCLOSURE DETAIL s TYPICAL ONSITE PAVEMENT SECTION �� 5 RESERVED PARKING STALL DETAIL s BOLLARD DETAIL FOR SIGN d z 8 N.T.S 8 N.T.S 8 N.T.S 8 N.T.S Q. N.T.S FINISHED GRADE 5'TO BLDG.UNLESS OTHERWISE SPECIFIED HYDROACTION TREATMENT UNIT BASIN COORDINATE MEASURED TO MIDDLE OF THE FRONT FACE OF 10"REINFORCED TRAFFIC BEARING W J CB 1 DP1 DOSING PUMP THE CURB BOX ALONG CURB LINES ADJUSTABLE CURB BOX MAIN DWELLING ELEC PANEL SLAB TO CARRY H-20 LOAD WITH OR CENTER OF GRATE FOR FILED MUELLER H-10350 BUFFALO CB 2 RP1 _ -- - 0 RECIRCULATION PUMP Z AN OFFSET OPENING INLETS #5 BARS AT 6"C.-C. TYPE,COMPLETE OR APP'D z W QUICK I 5 z EQUAL DISCONNECT GEOTEXTILE FABRIC,MIRAFI 140 � N 0 CB 3 MP1_...,.,.... __.._-__....... .... .. MIXER PUMP Q SWITCH AROUND ENTIRE CIRCUMFERENCE o GEOTEXTILE FABRIC,MIRAFII 140 MIDWEST P065P CB 4 CI PUMP ..,-,AIR HOSE OF LEACHING BASIN 22„ ,f - AROUND ENTIRE CIRCUMFEIRENCE � PUMP TO DIFFUSER OF LEACHING BASIN POLYLOK 20"- CB 5 WATER MAIN POLYLOK CURB STOP,MUELLER ,••- _.-.,- F °c o 0 0 0 0 0 0° ' H-15204 OR APPROVED 1❑. RECIRC TIMER ENABLED a 6' RISERS TO CONTROL w - --- EQUAL. L1 o °o 0 0 0 0 0 0 0° COPPER PIPE PANEL 2 LL 2'-0 °o 0 0 0 0 0 0 0° 12"CPP(TYP BETWEEN BASINS) POLYLOK 20" w TYP °c o 0 0 0 0 0 ° UNLESS OTHERWISE NOTED DISTRIBUTION HIGHWATER ALARM o BOX © m z ENDCAP TYPE _ TO BUILDING PIPING LEVELING DEVICE CIRCUIT BREAKER 2"MIN.ABOVE — SPECIFICATIONS w °o 0 0 0 0 0 0 0° OUTLET INVERT °o 0 0 0 0 0 0 oc77 — °o 0 0 0 0 0 0 o u � � MIN.4"DIA. CB A-30 AMP - °° FIELD WIRING _°o 0 0 0 0 0 0 0° -��_SDR 35 PVC / CORPORATION STOP MUELLER H-15000 OR GROUND PIPE ' CB 1-20 AMP MANUFACTURER WIRING 10' MIN.4"DIA. PITCHED MIN. APPROVED EQUAL WITH APAC FULL BODY €. f CB 2-20 AMP 2'-0"COLLAR OF#3 GRAVEL SUPPORT INSERT SERVICE SADDLE 107. CB 3-20 AMP ---- am��a,.v.� PNEUMATIC HOSE(FIELD INSTALL) y 4�� SDR 35 PVC 1/8"PER 1' 50 PIPE MIN.12"COMPACTED SAND f CB 5-10 AMP PITCHED MIN. OR PEA GRAVEL LEVELING W tn Z � 2'MIN ABOVE GROUNDWATER 1/8"PER 1' PAD u ' O 10 WIRING SKETCH 11 DRAINAGE LEACHING POOL DETAIL 12 13 D-BOX DETAIL WATER SERVICE DETAIL 1 c/) Z z � 8 N.T.S 8 N.T.S c� M w 8 N.T.S 8 N.T.S w��...,rvu�._ z ti � N � 0 oKE II�� Z N W 087 � t� � W W o O 070 067 ° 091 Q (D �z FINISHED GRADE LOCKING TRAFFIC BEARING MAR 2 D 2026 � z w Q 067 CAST IRON COVER TO GRADE SOUTHOLID TOWN z 000 cr ti 060 PLANNING BOARD CY N Q W � O Z Z ° PROP C7 ,.J 20" F.F.EL. GROUND ELEVATION 28.0 W Q w 28,50' C/O TO COVER TO GROUND ELEVATION 27.5 J ° GRADE GRADE J� COVER TO GRADE�. W _.._. . N D-BOX N � f�35 N INV.EL 26.0' 10.0' `� a o o MIN 4"DIA SDR 35 PVC 9.1' PIPE OR EQUIVALENT INV.EL. PROPOSED 25.69'INV.EL. 094 PITCHED 8'-1'MIN 25.78' HYDROACTION AN800 INV.25.558' INV.EL. INV.EL. 2 LEACHING POOLS TREATMENT TANK 25.41' 25.24' (TYP) 088 064 093 083 8'0 x R EFF.DEPTH BOT.EL.20.44' NOTE: BOT.EL.16.24' PLC CONTROL PANEL a ® ALL PROPOSED SANITARY LINES TO BE 6"0 PVC PIPE UNLESS SPECIFIED OTHERWISE, E WI HP120 COMPRESSOR �a ® d NO GROUNDWATER ENCOUNTERED N ® RNGS(TYP)NITARY 1s SANITARY SYSTEM #1 PROFILE SOUTH o ® 8 N.T.S � 04 NJ � M Lu od � OZ -1 co ILZ o ® � _. 4„ LJ_ = U LU z ? T MIN O O W B = w 8 COLLAR --�� N Z U Y w � Q O N Ln ~ LL0 LL Zt 0 D ® COLLAR MATERIAL TO a CONSIST OF CLEAN PROP GROUND ELEVATION 28.4 3 ® SAND AND GRAVEL F.F.EL. 28.50' C/0 TO COVER TO COVER TO GRADE V4 ® 9` GRADE .._ ..... .._. .. ..,... GRADE ._.._ _. A,,. _ ... 6)" S3" z Cn A N D-BOX N uj INV.EL.26.0' 10.0' w 0 z 9.1' 1 M BILL OF MATERIALS INV.EL. 15.8' o � PROPOSED 25 69 L' LL- 25.78' INV.EL. U m o HYDROACTION AN800 INV.EL. INV.EL. ITEM P/N DESCRIPTION QTY: `� w 25.58' 2 LEACHING POOLS TREATMENT TANK 25,41' 25.24' (TYP) HA-AN800 TANK,AN800 245 NITROGEN REDUCTION 1 a BACKFILL MATERIAL TO BE 8'0 x 9'EFF.DEPTH A - TANK,AN800 245 PRETREATMENT 1 w CLEAN SAND&GRAVEL B 130002 SNG STANDARD 2 TANK CONNECTING KIT 1 BOT.EL.20.44' co C - ASSEMBLY, RE-CIRCULATION 245 COMPLETE AN800 1 U MIN PENETRATION INTO VIRIGIN BOT.EL.16.24' D AN800-P AN800 W/PLATFORM COMPLETE 1 STRATA OF SAND&GRAVEL NOTE: 1 ALL PROPOSED SANITARY LINES TO BE 6"0 E EC50-30-L150-PLC EC50 30-L-150-PLC W PVC PIPE UNLESS SPECIFIED OTHERWISE. NO GROUNDWATER ENCOUNTERED w 14 TYPICAL HYDRO ACTION AN800 DETAIL 15 S.C.D.H.S. SANITARY LEACHING POOL TRAFFIC BEARING DETAIL 17 SANITARY SYSTEM #2 PROFILE NORTH 8 N.T.S 8 N.T.S 8 N.T.S CONCRETE SIDEWALK,SEE DETAIL THIS vC14com SHEET,ITEM 609.0101 N N N N 00000 N N N N N WOVEN WIRE FENCE(MIN 1217 -2'MIN r° °' N C°o GAUGE WI MAX 6"MESH SPACING) 36"MIN LENGTH FENCE CONCRETE CURB TYPE VF6 SEE DETAIL o 0 0 o O POSTS DRIVEN MIN 16" 36"MIN FENCE POST THIS SHEET,ITEM 609.04010510 co v _ ?> v v 'T v -° 1 O'MAX C.TO C. INTO GROUND 1 0 0 Lu uJ 0 0 0 0 0 WOVEN WIRE FENCE(MIN 14 2 -� 2"ASPHALT M N = w N N N N N NOTES: SPACING)WITH FILTER CLOTH - UNDISTURBED GROUND TACK COATI ITEM OOP ROEO�TEM 404GAUGE Wl MAX 6"MESH z .0981 EXISTING PAVEMENT N M o 0 0 0 `CN o° 50'MIN___ __ 1. STONE SIZE-USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE BINDER COURSE Ow EQUIVALENT. m STONE EXISTING �y 404. M _ _ F _.. . � N 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE SEE NOTE 1 3' S PAVEMENT .. w ;. COMPACTED SOIL ASPHALTITEM SEAL PAVEMENT JOINT Z O SE A 30 FOOT MINIMUM LENGTH WOULD APPLY). ', I _ - "' z / / ' / ITEM 633.13000010 to Z m p u) 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. //\� �..\1 FILTER E z z EMBED FILTER CLOTH f° u k r. ' G N\ > y.v: ` Q F- w Z MOUNTABLE BERM y A MIN OF 6"IN GROUND 7 FULL DEPTH SAWCUT-ITEM 520.09000010 U Z 09 4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT EXISTING CLOTH (OPTIONAL) �p`� w w w O 4' 1 3.,'`,V f `� J w W p}p W cn POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF OPTIONAL GROUND PROFILE os` _ Q o SINGLE ENTRANCE TO SITE. �� U [Y Q Y U)Lu 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF = SECTION VIEW UNCLASSIFIED EXCAVATION to fL 0 0 U tY STONE. 50'MIN - - PERSPECTIVE VIEW ITEM203.02 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD EXISTING o z NOTES: f CONaTRUCTION ENTRANCES SIHALL BE PIPED ACROSS THE ENTRANCE.IF PIPING 1. WOVEN WIRE FENCE T E FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR - GROUND OVE 0 B AS ENED SE c � , . IS IMPRACTICAL,A MOUNTABLE:BERM WITH 5:1 SLOPES WILL BE PERMITTED. STAPLES.POSTS SHALL BE STEEL EITHER',"T"OR"U"TYPE OR HARDWOOD, Z 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH �i�\ 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED WILL PREVENT TRACKING OR PLOWING OF SEDIMENT ONTO PUBLIC ? 12' EXISTING 6"AGGREGATE BASE COURSE IN TWO 3"LAYERS-ITEM 404.2589 4- EVERY 24"AT TOP AND MID SECTION.FENCE SHALL BE WOVEN WIRE,12 z GAUGE.6" K, RIGHTS-OF-WAY,ALL SEDIMENTf SPILLED,DROPPED,WASHED OR TRACTED ONTO �� MIN.� PAVEMENT MAX MESH OPENING. 6"SUBBASE COURSE-ITEM 304.10119917 \/i\r��� NOTE: PUBLIC RIGHTS-OF-WAY MUST[BE REMOVED IMMEDIATELY. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE �4' 1. TACK COAT TO BE INSTALLED BETWEEN EACH LIFT OF ASPHALT. S 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH OVER-LAPPED BY 6"AND FOLDED.FILTER CLOTH SHALL BE EITHER FILTER X,MIRAFI = uo U o STONE AND WHICH DRAINS INT(O AN APPROVED SEDIMENT TRAPPING DEVICE. PLAN VIEW z 2. SHOULD THE PAVEMENT BE DAMAGED DURING THE INSTALLATION OF PROPOSED CURB,THE W - 100X,STABILINKA T140N,OR APPROVED EQUIVALENT. z _ C4 4. PREFABRICATED UNITS SHALL BE GEOFAE3,ENVIROFENCE,OR APPROVED EQUIVALENT. PROPOSED ASPHALT SHOULDER SHALL BE RECONSTRUCTED TO THE NEAREST LONGITUDINAL 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER � � o W U JOINT. EACH RAIN. 5. MAINTENANCE SHALL BE PERFORMED AS INEEDED AND MATERIAL REMOVED WHEN O -a 3. PAVEMENT RESTORATION SHOULD REFER TO AND FOLLOW NYSDOT REGION 10 PAVEMENT REPAIR DETAILS(DWG NO.S PR-2A TO PR-10) Z "BULGES"DEVELOP IN THE SILT FENCE. 18 STABILIZED' CONSTRUCTION ENTRANCE 19 SILT FENCE DETAIL 20 PAVEMENT RESTORATION DETAIL 9 N.T.S 9 N.T.S 9 N.T°S PED.ACCESS ROUTE/ BUFFER ZONE SIDEWALK WIDTH SLOPE TRANSITION , - ._.._..__........_.__._. _._...- ..... ._. .. WIDTH VARIES 4'-O" MIN. MATERIAL AND (SEE NOTE 13) WIDTH VARIES TIE INTO OPTIONAL LEVEL SECTIONS A A EXPANSION JOINT EVERY 20 EXISTING GROUND S MAX. L Z fill (TYPJ 6" (TYP.) �� 7 MIN. W CURB (TYPE VARIES) 6 CONCRETE S I D EWA L K �� RT ...`, )max site asx p CH (SEE 609 SERIESTA!�DARD SHEETS} I ,Al 1.5% M SLOP ROAD POINTS AS REQUIRED- fSF��aE_ CONCRETE �, A _ vR�11s�- rs SIDEWALK z f ; == _ _=__- - __ L 1°' CURB ASPHALT OR PCCAlta OPTIONAL REVEAL Q J (SEE NOTE 27) I„�„I PAVEMENT 9;, 6' '^ SURFACE TYPE -6" MIN. SUBBASE, WHERE CURB 1 " ` 0 0 E (SEE NOTE 13) \, 6" SUBBASE REQUIRED (SEE NOTE R) '�`"--- - - EDGE OF PAVEMENT SUBBASE (SEE PLAN \-6"' MIN. SUBBASE,WHERE �4" CONCRETE SIDEWALK Q» TYPICAL SECTION) BOTTOM OF CURB z w REQUIRED (SEE NOTE 9) t6" AT DRIVEWAYS) U R.C.A. _ - _ DETAIL 7 SEE PAVEMENT '--s"�- TYPE 6 DRIVEwAY DROP � 0 � RECONSTRUCTION OPTIONS CONSTRUCTION JOINT EXPANSION JOINT (VERTICAL FACED CURB WITHOUT CURB ANCHOR) A AND @ ON THIS SHEET -VARIIES EVERY 4,-0„ EVERY 20'-n„ (SEE NOTE 4) CURB TRANSITION TYPICAL SIDEWALK CROSS SECTION CURED WITH BUFFER ZONE PLAN V SECTION A-A Z 0 ITEM 608.0101 ITEM 609.04010510 w w 21 CONCRETE SIDEWALK DETAILS 22 CONCRETE CURB DETAIL N.T.S 9 N.T.S co Z �CEC���MC�fD 1 LU z ��AR2020 w o �` SOU-ii HOLD TOWN U - 2 PROPOSED O PLANNING BOARD s Z RIM EL 24.2 W O R W E z IW- = o Q) MEET EXISTING GRADE PROP EL 22.2 1 EXISTING GRADE Q Z o W EXISTING GRADE EL 22.3 MEET EXISTING GRADE LLJ EL 24.77 LLI N O EL 22.67•, � Q EL 22.26 EXISTING GRADE ..^- EXISTING GRADE _ 6x6-W2.9xW2.9 W.W.F.(TYP) - - - - - - - i. - - - EL 24A EL 24.5 z PROPERTY LINE 11.5T --� - - - - - u j Q PROP EL 22.5 O "i Q) ? ? T ' PROPERTY LINE-- `^'STING GRADE Z ca or 6 MEET EXISTING c, EL 24.4 N `Z �> C!� W LL O 8"POURED CONCRETE MEET EXISTING GRADE " GRADE EXISTING ASPHALT cs MEET EXISTING GRADE 6"COMPACTED GRANULAR SUBGRADE PROP EL 22.05 W LL (n EL 22.0 EL 22.15 DRIVEWAY TO REMAIIN MEET`EXISTING GRADE Z Z EL 23.9 EL 23.87 fTl EXISTING GRADE ---------------------- --cc----- ------------ V' ----------------------- - ., Lu `z p -- ------------------- - SECTION A-A � EL 21.90 _ _ ....... BACK OF PROPOSED O MEET EXISTING GRADE - z c„ SIDEWALK AND BEGIN o 0 EL 23.9 BACK OF PROPOSED 1 SANDBAG OR BLOC Lu o PROPOSED ASPHALT p Cl CONCRETE SIDEWALK �' D I U I3 63 MEET EXISTING GRADE DRIVEWAY AND EDGE OF EXISTING o N EL 21.70 ET EXISTING GRA&E ASPHALT DRIVEWAY MEET EXISTING GRADrj ----- I - EL 23.9\ �EL 23.9 PROP EL 22.0 MEET EXISTING EDGE OF DRIVEWAY FRONT EDGE OF GRADE G CONCRETE THE SILT SOCK SHALL BE SANDBAG OR BLOC NOTES ' '� MEET EXISTING GRADE `' SIDEWALK EXISTING EL 22.1 RI Y APRON TO FRONT OF PROPOSED EL 23 85 FABRIC. EXISTING GRADE EXISTING GRADE CONCRETE SIDEWALK REMAIN ...':, PHOTODEGRADABLE SYNTHETIC FAB DRIVEWAY APRONA THE SILT SOCK SHALL HAVE A LIFE TO REMAIN ...... EXPECTANCY OF 12-24 MONTHS, AND AN ao -- - '0 00 ....... OPENING OF 1/8 - - -- E BACK OF EXISTING BACK OF EXISTING TC=21.46 DROP CURB TC=21.69 C=22.72 FACE OF DROP CURB TC=23.10 ai SILT SOCK SHALL BE BE MINIMUM 8" 6"COMPACTED SUBGRADE FACE OF BC=20.93 BC-21.26 RI VARIES RI EXISTING CURB _).. C=22.36 EXISTING CURB BC=22.65 DIAMETER _....._ _..._._ _ .......... VARIES _ ....._. _._......._.. ;....._. ;....._ _....._.,.. . .. ............... 2.06' 19.06' 2.61' I-___ _.. _...._ ___-_--_.... _._ 'O<0� THE FILLER MATERIAL SHALL BE TYPE 6 FRONT VIEW 23,73' 1.5f0' 1942' 1.31' 22.4 MULCH MATERIAL 3882 EXISTING EDGE EXISTING EDGE ' OF PAVEMENT ' OF PAVEMENT F�°� Y N ---- SECTION A-A --- -� �--- SECTION A-A� 0 IF GUARD BAR IS NOT Lo(V C) }> ') TIP-UP SECTION (TYPJ AVAILABLE.USE A > co f hq MAX, SLOPE 25% PLAN VIEW (APRON 1 ) PLAN VIEW (APRON 2) CONCRETEBLOCK w 0 Z J oil �-- m ' Oda (SEE NOTE 12) 'S4.4� `--"-`- TOR CUT EXISTING ASPHALT ;��°" 9�J'gipr j0p I CONCRETE DRIVEWAYS /� FS �= LEACHING POOL 0 F- LAYOUT POINT \ RIM EL 22.2 O U) Z (p s VARIES,SEE VARIES,SEE < �r N-' \ "p FACE OF CURB PLAN VIEW ��70 5'-0"MIN PLAN VIEW EL 22.3 ... NOTES LL V- W 'rh EL 22.0 EL 23.0 1. INSTALL INLET PROTECTION AT ALL 0 0 o`... ° \i F9y! N TC 21.46 A e <q)\�!° \. - A `� Dry `�rq• �py �a. WAY START ASPHALT DRIVE PROJECT CD ARIEA PRIOR`TO THETSTAR N Z U (SEE NOTE 22) S�$ ��cppt)SI?. BC PROPERTY TO CONTINUE CONSTRUCTION. J ' 3 FRONT EDGE 0 O ROADWAY EDGE OF SIDEWALK LINE :.. F�0 2. INLET PROTECTION IS REQUIRED TO 0 00 J OF PAVEMENT 8"POURED �' REDUCE E SOLUBLE I-J- �fM CONCRETE BACK EDGE OF SIDEWALK POLLUTANTS ENTERING S I'f- ........ UC SEDIMENT AND STORM DRAINS. 6x6 W2.9xW2.9)W.W.F.(TYP) F�° INLET PROTECTION DEVICES SHOULD BE ~ 9m PLACED IN A MANNER WHICH SECTION B-B1 p CDR ANGLE IN - o � f c�� INTERCEPTS S RUNOFF PRIOR TO LAYOUT POINT Y �c/ S� • F �°� ENTERING THE INLET,BUT DOES NOT LEACHING,POOL 4O F ....................................... l .................................... RIM EL 24.2 VARIES,SEE VARIES,SEE ..• .........................•'' ::::::::::::::.. INLET. OR DIVERT RUNOFF FROM THE OPTIONAL(SEC NOTE 27) EL 24.5 PLAN VIEW 5'-0"MIN PLAN VIEW FACE OF CURB 3: THE INLET PROTECTION WILL BE EL 25.0 `.y-,; /�S`4 t EL EL 23.87 EL 23.85 . °a AND(IMMEDIATELY 4 INSPECTED WEEKLY A Oq CURB TRANSITION �` a TC 23.10 AFTER STORM EVENTS.IF THE INLET (SEE DETAIL T DRIVEWAY OPENING ASPHALT DRIVEWAY ~ BC 22.65 PROTECTION BECOMES CLOGGED WITH ...., q LIMIT (tYP.) ON SHEET 8) , TO CONTINUE PROPERTY FRONT EDGE SEDIMENT,IT WILL BE REMOVED AND 14, LINE OF SIDEWALK ROADWAY EDGE CLEANED OR REPLACED PER THE EXISTING CURB - _ _ -� - - - ' BACK EDGE OF SIDEWALK 8"POURED OF PAVEMENT MANUFACTURER'S RECOMMENDATIONS. TYPE 3 DRIVEWAY ENTRANCE A ' , ',' "� HIGHWAY EDGE OF PAVEMENT CONCRETE 4. COMPOST SOCK SHALL BE REMOVED AT I �„) FOR RESIDENTIAL OR COMMERCIAL DRIVEWAYS IN URBAN AREAS ' 6x6-W2.9xW2.9 W.W.F. TYP F N DAY. A •A' q� SHOULDER WIDTH,,' .mow .' : DIRECTION OF TRAVEL SECTION B-B2 ( ) THE EACHWORKII G WITH POSTED SPEEDS OF 45 MPH OR LESS ', -, ._... _..__. 5. � py TAPER METHOD WITH SIDEWALK AWAY FROM CIXt@ OR NO SIDEWALK ' '" CONSTRUCTION .......... ........... THE INLET PROTECTION WILL BE 000 11* !°1 NOTE:SEE TAPER METHOD OF LAYOUT NOTES ON SHEET 3 REMOVED ONCE THE CONISTRUC LL EDGE OF TRA"VEL LANE WORK HAS BEEN COMPLETED. O ........... v c �p� ' DRIVEWAY OPENING ORS �P ����� SAWCUT......._ (.SEE NOTE 17) SAWCUT A �Ow ........................ .................... ... LIMITS OF SHOULDER RECONSTRUCTION ° l �v :.:.•.•.•.....:.•::... ITEM 608.0101 (SIDE COTE 13) DETAILS STAKE OR SANDBAG NOTES: TYPICAL DRIVEWAY ENTRANCE ITEM 209.2301 APRONS&SIDEWALKS AT DRIVEWAYS MUST BE CONSTRUCTED OF REINFORCED LIMITS OF SHOULDER RECONSTRUCTION CONCRETE.REINFORCING SHALL BE WIRE FABRIC 6x6-W2.9xW2.9 W.W.F. W W 23 CONCRETE APRON DETAILS 24 INLET PROTECTION DETAIL - TYPE 4 N.T.S 9 N.T.S M N � _ � d' Ln LC) (0 CO p O = � W O O O O O M N W 5; N N N N N GENERAL NOTES LANE WIDTHS GHANJNELTZNG DEVIL$ � � N ` o N O (fl W 00 0) LO I- LC) r N 1. THE TYPICAL DETAILS DEPICTED ON THE 'STANDARD SHEETS AND IN THE MOTOO,REFLECT 1. UNLESS AUTHORIZED BY THE ENGINEER, THE MINIMUM LANE WIDTHS FOR WORK ZONE TRAVEL 1. WHERE POSSIBLE. ALL CHANNELIZING AND GUIDING DEVICES ARE TO BE PLACED SO AS TO o 0 0 0 0 0 THE MINIMUM REQUIREMENTS. LANES SHALL BE AS FOLLOWS: FREEWAYS AND/OR EXPRESSWAYS IS 11'. THE MINIMUM PROVIDE .A MINIMUM 2'LATERAL CLEARANCE TO THE TRAVELED NAY. LANE WIDTH FOR ALL OTHER TYPES OF ROADWAYS IS 10`. 2. PROPOSED REVISIONS TO TINE TRAFFIC CONTROL PLAN SHALL BE PROVIDED, IN WRITING, 2. A DROP-OFF OF GREATER THAN 24 INCHES WITHIN 10 FEET FROM THE EDGE OF THE TO THE DOT ENGINEER FOM REVIEW AN N N N N D APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER 2. A WRITTEN NOTE SHALL BE PROVIDED TO THE ENGINEER, A MINIMUM OF 21 CALENDAR DAYS TRAVELED WAY TO REMAIN AT THE END OF THE WORK SHIFT SHALL BE SEPARATED FROM v v Itcq DESIGNEE FIVE (5)WORK [DAYS PRIOR O THE PLANNED IMPLEMENTATION OF SUCH N IN ADVANCE OF PERFORMING ANY WORK THAT RESULTS IN THE REDUCED WIDTH OF AN TRAFFIC WITH POSITIVE BARRIER. FOR POSTED SPEED LIMIT OF 45 MPH AND LESS, A Q N I 00000 N N N N PROPOSED REVISIONS,EXCEPT FOR CHANGES THAT ALTER THE SCOPE OF THE TRAFFIC EXISTING ROADWAY,SO THAT THE ENGINEER MAY NOTIFY THE REGIONAL PERMIT ENGINEER DROP-OFF OF GREATER THAN 24 INCHES WITHIN 10 FEET FROM THE EDGE OF THE TRAVELED 0 00 eo c) v N CONTROL PLAN. SUCH CHANGES IN SCOPE MUST BE SUBMITTED TO THE ENGINEER FOR IN A TIMELY MANNER. WAY THAT IS 100 FEET OR LESS IN LENGTH WILL BE ALLOWED WITH CHANNELIZING W N o - N APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE THIRTY (30) WORK DAYS DEVICES CONSISTING OF DRUMS,EXTRA TALL CONES, OR OVERSIZED VERTICAL PANELS N C-1) cM M Ln PRIOR TO IMPLEMENTATION OF SUCH REVISIONS. 3 IF 'HE FEET WORK ZONE MAINTAINED UNLESS ESTRIANS, C EIIMUM ZED PEDESTRIAN PATHWAY WIDTH OF 5 ONLY AT A MAXIMUM SPACING OF 20 FEET FOR SHORT DURATIONS NOR TO EXCEED ONE WORK O C) 0 0 0 0 O 3. THE NAMES, ADDRESSES. LAND TELEPHONE NUMBERS Of STAFF WHO ARE AUTHORIZED TO Z SECURE LABOR, MATERIAL. AND EQUIPMENT FOR EMERGENCY REPAIRS OUTSIDE NORMAL 4. TEMPORARY BICYCLE ACCOMMODATIONS SHALL NOT BE LESS THAN WHAT CURRENTLY' EXISTS 3. TEMPORARY POSITIVE BARRIER MAY BE SUBSTITUTED WITH DRUM CHANNELIZING DEVICES, Q I­ W m O Z WORKING HOURS SHALL BE: PROVIDED, IN WRITING, TO THE NYSDOT ENGINEER, THE UNLESS AUTHORIZED BY THE ENGINEER. IN SOME CIRCUMSTANCES, WITH APPROVAL OF THE REGIONAL TRAFFIC ENGINEER BASED ON ENGINEER WILL PROVIDE TIHE SUBMITTED INFORMATION TO REGIONAL MANAGEMENT, THE NEW GUIDANCE FOUND IN THE HIGHWAY DESIGN MANUAL AND ENGINEERING JUDGEMENT. LIj W Z } p O YORK STATE POLICE, THE RESIDENT ENGINEER. AND THE LOCAL POLICE. PR�,IUDIE VEHICLES W POLIO ACCESS Q O F Q 0. � > 4. STANDARD SHEET 619-503f MAY BE USED FOR AN OFFSITE DETOUR SETUP FOR BOTH 1. PROTECTIVE VEHICLES ARE DIVIDED INTO 2 CATEGORIES BASED ON THE GROSS VEHICLE 0 d < Of V � Lu Lu LONG TERM AND SHORT TERM WORK DURATIONS. WEIGHT (GV 1; 1. PROPERTY OWNERS WHOSE DRIVEWAYS WILL BE MADE INACCESSIBLE SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO RESTRICTING USE OF THE DRIVEWAY. FOR MULTIPLE ACCESS 5. REGIONAL HIGH-VOLUME RESTRICTIONS SHALL BE FOLLOWED.CONSULT WITH DOT ENGINEER - PROTECTIVE VEHICLE LIGHT ('VL) SHALL, HAVE A MINIMUM GVW OF 9,500 LBS.OR PROPERTIES, AT LEAST ONE DRIVEWAY SHALL BE OPEN AT ALL TIMES.ACCESS SHALL BE IF EXCEPTION NEEDED. GREATER. RESTORED TO ALL DRIVEWAYS AS SOON AS POSSIBLE. 6. PLAN AHEAD TO AVOID COINFLICTING WORK ZONES,CHECK FOR CONSTRUCTION PROJECTS, -PROTECTIVE VEHICLE HEAVY (PVH) SHALL HAVE A MINIMUM GVW OF 22.000 LBS. OR 2. SUITABLE RAMPS SHALL BE INSTALLED TO MAINTAIN SMOOTH TRANSITIONS FROM Z CLOSURES.& RESTRICTIONS AT WWW.511NY.ORG, WWW.DOIAY.COV/PROJECTS, AND WITH GREATER. RESIDENTIAL. AND COMMERCIAL DRIVEWAYS TO AND FROM THE WORK AREA. W NYSOOT ENGINEER. 2. IF THE PROTECTIVE VEHICLE ENCROACHES INTO THE TRAVEL LANE,DTI IF IT REMAINS LANE CLOSURES �L Z T. WORK ZONE INCIDENTS SHALL BE DOCUMENTED AND REPORTED USING EITHER THE ENTIRELY ON THE SHOULDER OF ANY HIGH SPEED ROAD (45 MPH%IT SHALL BE EQUIPPED � DEPARTMENT'S WORK ZONE: INNCIDENT FORM, OR THE CONSTRUCTION INCIDENT REPORTING WITH A DEPLOYED TRUCK/TRAILER MOUNTED IMPACT ATTENUATOR ITMIIA,SEE TABLE 011-01 1, LANE CLOSURES SHALL BE LOCATED TO PROVIDE OPTIMUM VISIBILITY, I.E.BEFORE SYSTEM, AS APPROPRIATE.. ON SHEET 619-011).BALLAST MAY BE USED TO BRING A LIGHTER VEHICLE UP TO THE CURVES AND CRESTS, TO THE EXTENT CONDITIONS PERMIT. INDICATED WEIGHT PROVIDED THE BALLAST IS SECURELY CONTAINED WITHIN AN ENCLOSED �n a, 8. CONSIDER CLOSURE WIDTHI AND THE ABILITY TO ACCOMMODATE WIDE LOAD VEHICLES BEFORE BODY OR OTHERWISE SECURELY FASTENED TD THE VEHICLE PURSUANT TO FEDERAL MOTOR 2. THE ENGINEER MAY REQUIRE THAT ALL LANES BE RE-OPENED AT ANY TIME IF THE ROUTE S� �' ESTABLISHING WORK ZONES. CARRIER SAFETY ADMINISTRATION (FMCSAI CARGO SECUREMENT RULES, St#CH THAT: IS NEEDED FOR EMERGENCY PURPOSES. THIS COULD INCLUDE INCIDENTS AT LOCATIONS Lij _ �� � U :4t OUTSIDE THE CONTRACT LIMITS. 9. IF THE WORK ZONE AFFECTS AN EXISTING ACCESSIBLE AND DETECTABLE PEDESTRIAN THE BALLAST WILL NOT SEPARATE FROM THE VEHICLE UPON IMPACT AND Z o W U FACILITY, ACCESSIBILITY AND DETECTABILITY SHALL BE PROVIDED ALONG THE ALTERNATE 3. EACH ARROW PANEL SHALL BE VISIBLE 1500 FEET IN ADVANCE FROM ANY POINT WITHIN Li ROUTE. - THE BALLAST WEIGHT WILL NOT EXCEED THE MANUFACTURER'S GROSS VEHICLE WEIGHT THE ROADWAY. O o -J RATING (GVWR). �'� Q C �A_NI ACTIVITY AREA N LEA - TRUCK/TRAILER MOUNTED IMPACT ATTENUATORS SHALL NOT BE MOUNTED/INSTALLEDQN �6 H z 1. A 500'MINIMUM LONGITUDINAL DISTANCE SHALT. BE MAINTAINED BETWEEN CONSTRUCTION VEHICLES WITH A GROSS WEIGHT (GVW) LESS THAN WHAT IS MINIMALLY REQUIRED BY THE 1. ALL DIMENSIONS ON ANY 619 STANDARD SHEET ARE NOMINAL. OPERATIONS ON ALTERNATFE SIDES OF THE ROADWAY, UNLESS OTHERWISE APPROVED BY THE MANUFACTURER OF THE TMIA. ENGINEER. - WHEN A DECIMAL POINT WITH SIGNIFICANT OIGIT(S) TO THE RIGHT OF IT IS/ARE 3, WHEN A PROTECTIVE VEHICLEIS) IS USED BETWEEN THE WORK VEHICLE (CREW) OR HAZARD PRESENT-TOLERANCE FOR EACH DIMENSION IS ONE HALF OF THE LAST SIGNIFICANT DIGIT 2. WHEN TWO OR MORE AREAIS ARE ADJACENT, OVERLAP,OR ARE IN CLOSE. PROXIMITY, THE AND THE TRAFFIC IN A MOVING OPERATION IT IS REFERRED TO AS A SHADOW VEHICLEISL IN THE UNITS SHOWN. Ie.g. I.O' IS 0.05' k 1.00" IS 0.005"L CONTRACTOR SHALL ENSURE THERE ARE NO CONFLICTING SIGNS AND THAT LANE CONTINUITY Q IS MAINTAINED THROUGHOUIT ALL WORK AREAS.. 4, WHEN A PROTECTIVE VEHICLES)IS USED BETWEEN THE WORK VEHICLE (CREW)OR HAZARD - OTHERWISE. TOLERANCE FOR EACH DIMENSION IS THE LESSER OF NOX OF THE NOMINAL N AND THE TRAFFIC IN A STATIONARY OPERATION IT IS REFERRED TO AS A BARRIER DIMENSION SHOWN OR 61' (&q. TOLERANCE FOR 3' IS 3.6" NM TOLERANCE FOR 10' IS U t, VEHICLE(S). 6"). 0 I. THE LOCATIONS OF THE SIGNS SHOWN ON THE WORK ZONE TRAFFIC CONTROL PLANS AND 5, WHEN A PROTECTIVE VEHICLE 15 USED IN ADVANCE OF EITHER MOVING OR STATIONARY 2. TOLERANCE ARE NOT CUMULATIVE.ABOVE DOES NOT APPLY WHEN ANY RANGE, MAXIMUM OR (� DETAILS MAY BE ADJUSTED BASED ON SIGHT DISTANCE AND OTHER CONSIDERATIONS. THE OPERATIONS TO DISPLAY SIGN MESSAGES IT IS REFERRED TO AS AN ADVANCE WARNING MINIMUM DIMENSION OR A CONTEXT SPECIFIC TOLERANCE IS SPECIFIED. LL FINAL LOCATIONS OF SIGNS ARE SUBJECT TO APPROVAL OF THE ENGINEER. VEHICLE.WHEN SIGNS ARE MOUNTED ON AN ADVANCED WARNING VEHICLE, THEY SHALL NOT Q OBSTRUCT VISIBILITY OF ANY LIGHTS NTAILLIGHTS OR WARNING LIGHTS),OR SIDE-VIEW 2. FOR LONG TERM WORT( DURATIONS,ANY EXISTING SIGNS, INCLUDING OVERHEAD SIGNS. MIRRORS ON THE VEHICLE, OR TRUCK MOUNTED ARROW BOARDS, Z ' )^ () WHICH CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL SIGN LAYOUT SHALL BE COVERED, V U) REMOVED, STORED OR RESET, AS APPROVED BY THE ENGINEER, ALL APPROPRIATE EXISTING 6. IN A MOVING OPERATION OR A STATIONARY OPERATION THAT OCCUPIES A LOCATION FOR TIP W 0 SIGNS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND/OR LOCATION UNLESS TO I HOUR, THE OPERATOR SHALL REMAIN IN THE PROTECTIVE VEHICLE WITH THE SAFETY OTHERWISE REPLACED IN'THIS CONTRACT. BELT AND HEADREST PROPERLY ADJUSTED, MAINTAIN VEHICLE SPACING,AND KEEP THE WHEELS ALIGNED WITH THE LANE STRIPING AND LANE TO MAINTAIN LANE DISCIPLINE AND uj 3. SIGNS AT OR NEAR INTERISECTIONS SHALL BE PLACED SO THAT THEY ILO NOT OBSTRUCT A TO STAY IN LANE IF STRUCK. THE PARKING BRAKE SHALL BE SET WHENEVER POSSIBLE. LL O MOTORIST'S LINE OF SIGHIT. TWO-WAY RADIOS SHDMD BE USED TO COMMUNICATE BETWEEN THE OPERATOR AND THE WORK v CREW. Z 0 Z 4. SIGNS MOUNTED ON THE tr�DIAN OF DIVIDED HIGHWAYS WHERE MEDIAN BARRIER IS IN PLACE MAY BE MOUNTED (ON THE BARRIER WITH A SADDLE TYPE BRACKET OR OMITTED WITH 7. IN A STATIONARY OPERATION THAT OCCUPIES A LOCATION FOR MORE THAN i HOW, ONCE THE APPROVAL OF THE DOT ENGINEER.LAYING THE SIGN DOWN IN A HORIZONTAL POSITION THE PROTECTIVE VEHICLE HAS BEEN APPROPRIATELY PLACED, IT SHOULD BE UNOCCUPIED. Z U IS NOT PERMITTED. UNOCCUPIED VEHICLE SHALL BE POSITIONED PARALLEL TO TRAFFIC, PARKING BRAKE SET, Z PLACED IN 2ND GEAR (MANUAL TRANSMISSIONS /ENGINE OFF) OR PARK /NEUTRAL O FL 5. THE DIMENSIONS OF WORK ZONE TRAFFIC CONTROL SIGNS ARE DESCRIBED IN THE MUTCD. (AUTOMATIC TRANSMISSIONS). THE FRONT WHEELS SHALL BE ALIGNED WITH THE LANE D ANY CHANGES TO THE DIMIENSIONS SHALL BE APPROVED BY THE REGIONAL DIRECTOR OR BY STRIPING AND LANE TO MAINTAIN LANE DISCIPLINE AND TO STAY IN LANE IF STRUCK. W HIS/HER DESIGNEE. �-1- B. NO WORK ACTIVITY, EQUIPMENT, VEHICLES AND/OR MATERIALS SHALL BE LOCATED BETWEEN 6. NYR9-12 SHALL BE USED IN PLACE OF NYR9.1.1 WHEN A REDUCED REGULATORY SPEED LIMIT THE PROTECTIVE VEHICLE AND THE ACTIVE WORK AREA (ROLL AHEAD DISTANCE). SIGN IS AUTHORIZED. i� MAR 2 0 20Z6 Z U N 9. DIRECT VERBAL COMMUNICATION BETWEEN THE PROTECTIVE VEHICLES AND THE WORK c+- 7. RIGID AND FLEXIBLE "ROL.L-UP" SIGNS MAY BE USED FOR MOBILE, SHORT DURATION AND VEHICLES)/ EQUIPMENT SHALL. BE UTILIZED WHERE AVAILABLE. SO UTH O LO TOVVN! � W SHORT-TERM STATIONARY WORK. RIGID SIGNS MUST BE MOUNTED AT LEAST 5 FEET ABOVE LA PNNING BOARD �- GRADE IT FEET WHERE THIERE ARE PEDESTRIANS OR PARKED CARSL FLEXIBLE SIGNS SHALL O BE MOUNTED AT LEAST DINE FOOT ABOVE GRADE. MESH SIGNS SHALL NOT BE USED. USE RETRO REFLECTORIZED RIGID SIGNS FOR NIGHTTIME WORK. �^^ L.L jlo NEWYORK Department of STATE OF °p ORTUN'TY. Transportation NOTE: U.S. CUSTOMARY STANDARD SHEET C LLJ WORK ZONE TRAFFIC CONTROL 1 . ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10 AM AND AFTER 3 PM. NO LANEa cc 8 � SHEETAI OFT2) UJ CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. NIGHTTIME LANE J. y X s ERRATA 3 EFF. 05/01/24 ISSUED WITH EB 24-007 LLl APPROVED DECEMBER 21,2022 ISSUED UNDER El 22-033 CLOSINGS WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE 0 Z ERRATA 2 EFF. 09/01/23 1Y U) ISSUED WITH EB 23-016 plobl reyu,"" Z 619-010 _ z W W ERRATA 1 EFF. 05/01/23 ROBERT LIMOGES. P.E. PERMIT INSPECTOR. ISSUED WITH WITH EB 22-D33 DIRECTOR, DTSM 2. BETWEEN THE FRIDAY BEFORE MEMORIAL DAY AND LABOR DAY, NO DAYTIME LANE `� � M Lu z NW- � NCB z CLOSURES ARE ALLOWED, AND NO NIGHTTIME LANE CLOSURES ARE ALLOWED z o W �w To Lu BEFORE 10 PM. co? � Q M3 � ? wQ WORK IIR TlMI 111 f1N1T1ON� Ni1lTF NLtCIUZTIME�ttPEI1AT1YNSe o -J 3. BETWEEN THE F R I DAY BEFORE MEMORIAL DAY AND LABOR DAY, NO LANE z 05 W � � 1. THERE ARE MAINLY FIWE WORK DURATIONS. NI, WORK OCCURRING AFTER SUNSET AND BEFORE SUNRISE WILL BE CONSIDERED NIGHTTIME_N QPERATIDNS. CLOSURES ARE ALLOWED ON FRIDAYS AFTER 1 PM IN THE EASTBOUND DIRECTION; w LL A. LONG-TERM IS STATIONARY WORK THAT OCCUPIES A LOCATION MORE THAN 1 CONSECUTIVE DAYS. N2. ALL SIGNS, STOPISLOW PADDLES AND RED FLAGS USED TO WARN/ALERT/CONTROL TRAFFIC z z SHALL RE RS INVOLVED VE SHALL AND NO LANE CLOSURES ARE ALLOWED ON SUNDAY NIGHTS IN THE WESTBOUND B. INTERMEDIATE:-TERM IS STATIONARY WM THAT OCCUPIES A LOCATION MORE 0 THAN tMIE DAIYLIGHT PERIOD 11P TO 3 CONSECUTIVE DAYS, OR NIGHTTIME WORK N3. ALL WORKERS INVOLVED SHALL WEAR PROTECTIVE HELMETS AND NIGHTTIME APPAREL IN z LASTING MORIE THAN I HOUR. ACCORDANCE WITH 5107-05A. HIGH VISIBILITY APPAREL. AT ALL TIMES. C. SHORT-TERM BS STATIONARY DAYTIME WORK THAT OCCUPIES A LOCATION FOR N4. VEHICLES OPERATING ON THE PAVEMENT OF A CLOSED ROADWAY OR TRAVEL LANE SHALL DIRECTION. w MORE THAN 11 HOUR WITHIN A SINGLE DAYLIGHT PERIOD. DISPLAY ROTATING AMBER BEACONS OR FLASHING LED BEACONS AT ALL TIMES. 0 D. SHORT DURATHON IS WORK THAT OCCUPIES A LOCATION UP TO I HOUR. IT N5, LEVEL I ILLUMINATION SHALL BE PROVIDED NEAR THE BEGINNING Of LANE CLOSURE CAN BE PERFORMED DURING THE DAYTIME OR AT NIGHT IN ACCORDANCE TAPERS AND AT ROAD CLOSURES, INCLUDING THE SETUP AND REMOVAL OF THE CLOSURE WITH NOTES INI TO N11 NOTES ON NIGHTTIME WORK. TAPERS. �4 E.MOBILE IS WORK THAT MOVES INTERMITTENTLY OR CONTINUOUSLY WHERE. THE N6. LEVEL 11 ILLUMINATION SHALL BE PROVIDED FOR FLAGGING STATIONS,ASPHALT PAVING, WORK AT ANY( SPECIFIC LOCATION COMPLETES WITHIN 15 MINUTES. IT IS USED MILLING, AND CONCRETE PLACEMENT AND/OR REMOVAL OPERATIONS, INCLUDING BRIDGE FOR VEHICLE BASED OPERATIONS AND DOES NOT INVOLVE WORKERS ON FOOT. DECKS, 50 FEET AHEAD OF AND 100 FEET BEHIND A PAVING OR MILLING MACHINE. IT CAN BE PERFORMED DURING THE DAYTIME OR AT NIGHT IN ACCORDANCE WITH NOTES NI TO) NIO NOTES ON NIGHTTIME WORK. NT,, LEVEL III ILLUMINATION SHALL BE PROVIDED FOR PAVEMENT OR STRUCTURAL. CRACK FILLING,JOINT REPAIR,PAVEMENT PATCHING AND REPAIRS, INSTALLATION Of SIGNAL 2. SPECIAL OPERATIONS HIRE WORK OPERATIONS THAT DO NOT FIT INTO ONE OF THE EQUIPMENT OR OTHER ELECTRICAL/MECHANICAL EQUIPMENT, AND OTHER TASKS INVOLVING ABOVE FIVE CATEGORIES.SPECIAL OPERATIONS INCLUDE: FINE DETAILS OR INTRICATE PARTS AND EQUIPMENT. A. STOP AND GO OPERATIONS - WORK THAT COMPLETES WITHIN 5 MINUTES AND N8. ALL LIGHTING SHALL BE DESIGNED, INSTALLED, AND OPERATED TO AVOID GLARE THAT ALLOWS WORKERS ON FOOT. AFFECTS TRAFFIC ON THE ROADWAY OR THAT CAUSES ANNOYANCE OR DISCOMFORT FOR. RESIDENCES ADJOINING THE ROADWAY. B. OTHER OPERAITIONS INCLUDING MOWING, MULCHING/HERBICIDE OPERATIONS, TEMPORARY (ROAD/INTERSECTION CLOSURES, ETC. N9. PRIOR TO THE START OF NIGHTTIME OPERATIONS, A WRITTEN NIGHTTIME OPERATIONS AND LIGHTING PLAN IS REQUIRE FOR APPROVAL FROM THE DOT ENGINEER, ROADWAY TYPF DEFINITION C NIO.SEE STANDARD SPECIFICATIONS §619 FOR ADDITIONAL REQUIREMENTS AND CONSIDERATIONS.. REFER TO SECTION 619-3.198 FOR BALLOON LIGHTING REQUIREMENTS. 1. FREEWAY: Nil, )LOGGERS SHALL USE A FLASHLIGHT WITH RED GLOW CONE/RED LED BATON FOR FLAGGING A. INTERSTATE:INITERREGIONAL HIGH-SPEED, HIGH-VOLUME, DIVIDED FACILITIES WITH IN NON-ILLUMINATED FLAGGER STATIONS DURING NIGHTTIME OPERATIONS. (0 COMPLETE CONTNROL OF ACCESS, 04 B.PARKWAYa DIVIDED HIGHWAYS FOR NON-COMMERCIAL TRAFFIC WITH FULL CONTROL ~ OF ACCESS,GRADE PARKWAY SEPARATIONS. INTERCHANGES, AND OCCASIONAL. AT- 0 GRADE INTERSECTIONS. PARKWAYS ARE DESIGNATED BY LAW. � C) 0 0 J 2. EXPRESSWAY:DIVIDED HIGHWAYS FOR THROUGH TRAFFIC WITH FULL OR PARTIAL CONTROL N _j > � co OF ACCESS AND GENERALLY WITH GRADE SEPARATIONS AT MAJOR CROSSROADS.ALL 0 > C� FREEWAY STANDARD SHEETS ARE APPLICABLE TO EXPRESSWAY. N 3. NON-FREEWAYS �- Z J m 0 A. MULTILANE DIVIIDED HIGHWAY C B. MULTILANE UNDIIVIDED HIGHWAY O Z CO � C. TWO-LANE TWO-IWAY ROADWAY u- DU (U ALL NON-FREEWAYS CAN IBE EITHER URBAN 0R RURAL: 0 0 w URBAN. (MEETS MORE THAN I OF THE FOLLOWING CRITERIA) Z V i*HIGH DENSITY DEIVELOPMENT 0 > J C)4-ON-STREET PARKIING 0 *VARIED BUILDING 'SETBACKS ( 0 C:)+MLK.TI-STORY AND LOW-TO MEDIUM-RISE STRUCTURES FOR RESIDENTIAL +COMMERCIAL,AND EDUCATIONAL USES,STRUCTURES THAT ACCOMMODATE MIXED LL USES:COMMERCIAIL, RESIDENTIAL, AND PARKING L L +LIGHT INDUSTRIAL., AND SOMETIMES HEAVY INDUSTRIAL, LAND USE *PROMINENT DESTINATIONS WITH SPECIALIZED STRUCTURES, E.G., LARGE THEATERS, D SPIRITS FACILITIES OR CONFERENCE CENTERS +HIGH LEVELS OF (PEDESTRIAN AND BICYCLIST ACTIVITY, WITH NEARLY CONTINUOUS SIDEWALKS AND MIARN(ED CROSSWALKS *HIGHER DENSITY OF TRANSIT STOPS AND ROUTES +DRIVEWAY DENSITIES GREATER THAN 25 DRIVEWAYS/MILE ON EACH SIDE OF THE ROAD +MINOR COMMERCIAL DRIVEWAY DENSITIES OF 10 DRIVEWAYS/MILE OR GREATER +MAJOR COMMERCIAL DRIVEWAYS +HIGH DENSITY OF CROSS STREETS RURAL:DOES NOT MEET (MORE THAN ONE OF THE ABOVE CRITERIA. NEWYORK Department of co STATE OF OPPORTUNITY. Transportation � O _ U.S. CUSTOMARY STANDARD SHEET N� WORK ZONE TRAFFIC CONTROL. O m¢ GENERAL NOTES (SHEET 2 OF 2) APPROVED DECEMBER 21,2022 ISSUED UNDER) EI 22-033 WLucc F- W 2r�Erert Li txcx � 619-0110 W w® ERRATA 1 off. 09/01/23 ROBERT LTM0GE5, P.E. ISSUED WITH EB 23-016 DIRECTOR, OTSM N 0 _ N N N N N p 0 = L W O O O O p M N W N N N N N NO W 00 O� N (\O p) � O O O O O O Np WORK ZONE TRAFFIC CONTROL LEGEND WORK ZONE TRAFFIC CONTROL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION O O O O O N N N N N Q N N N N N 0-0 ARROW PANEL ' SIGN, TEMPORARY W N O N O 0 0 0 0 0 ARROW PANEL,CAUTION MODE 1p SPOTTER Q O co Z ARROW PANEL TRAILER OR SUPPORT o TEMPORARY POSITIVE BARRIER LLJ W z p O W to H CHANGEABLE MESSAGE SIGN (PVMS) TEMPORARY POSITIVE BARRIER WITH WARNING LIGHTS U 0 Q < Y W to 0- 0o0 tn0� CHANNELIZING DEVICE TEMPORARY TRAFFIC SIGNAL HEAD CONE ? TYPE III BARRICADE z CRASH CUSHION/TEMPORARY IMPACT ATTENUATOR �j WARNING LIGHTS ' z ....�. DIRECTION OF TEMPORARY TRAFFIC DETOUR ���.�� �I � WORK AREA ♦� DIRECTION OF TRAFFIC WORK VEHICLE x cl cl W = ��cc it AUTOMATED FLAGGER ASSISTANCE DEVICE ) WORK VEHICLE OAULCH z 1N,tHERB1CIDE OPERATION) W U WITH (OPERATOR � FLAGGIER WORK VEHICLE (PAVEMENT MARKING) 0 QCIO FLAG ?TREE WORK VEHICLE (SIGNAL WORK) z r. * ��c z •—++ LUMINAIIRE PROTECTIVE VEHICLE NMOWER! PROTECTIVE VEHICLE LIGHT p JIM PARKWAY GRASS SHOULDER PROTECTIVE VEHICLE HEAVY U L' REMOVEDTFOR ADLONGTHAT TERM PROJECT i TRUCK/TRAILER MOUNTED IMPACT ATTENUATOR(TMIA} Q Q U— {� PORTABLE VARIABLE MESSAGE SIGN z �<ry Q N z ORANGE FLAGS (MIN, 18" X 18") W TRAILER FOR ARROW PANEL OR PORTABLE ( l LL W VARIABLE MESSAGE SIGN (PVMS) v zoo Z z z 1 SKIP LINE I SKIP LINE �/ LJ 0 W Q ,aR 2 a 2026 ~ U U) 30` 30' z W SOUT1O` IO` 10 NN W PLAN M �._.... :.._._..,, �.._,.; PLANNINGG BOARDOAROARf) EXISTING NORMAL BROKEN LANE LINE 0N Q DETAIL O11A - EXISTING SKIP LINES ^ILL NEWYORK Department of STATE OF OPPORTUN€TY- Transportation U.S. CUSTOMARY STANDARD SWEET NOTE: Lu 1 . ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10 AM AND AFTER 3 PM. NO LANE 219 WORK ZONE TRAFFIC CONTROL I GENERAL TABLES AND LEGEND 0 J 4 (SHEET 1 OF 2) CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. NIGHTTIME LANE " " " APPROVED DECEMBER 21,2022 ISSUED UNDER El 22-033 CLOSINGS WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE ° ERRATA 2 EFF. 023-0163 0 z N ISSUED WITH EB 23-016 Xi BERT IMOGES. 619-011 PERMIT INSPECTOR. co ROBERT LIMOGES, P.E. a J ERRATA 1 EFF. 022-033023 Z r ~ Z 4 ISSUED WITH EB 22-033 DIRECTOR. dTSM 2. BETWEEN THE FRIDAY BEFORE MEMORIAL DAY AND LABOR DAY NO DAYTIME LANE f Z �U_l � ' C7 � N� CLOSURES ARE ALLOWED, AND NO NIGHTTIME LANE CLOSURES ARE ALLOWED z N W w co BEFORE 10 PM. zo TABLE : PROTECTIVE VEHICLE RElIREMEMTSA`B 3. BETWEEN THE FRIDAY BEFORE MEMORIAL DAY AND LABOR DAY NO LANE o w DURATIONI MOBILE OPERATION AND STOP & GO SHORT DURATION OPERATION SHORT TERM OPERATION INTERMEDIATE TERM OPERATION P LONG TERM OPERATION N L CLOSURE TYPE FREEWAY NOW.-FREEWAY FREEWAY NON-FREEWAY FREEWAY NON-FREEWAY FREEWAY NON-FREEWAY FREEWAY NON-FREEWAY CLOSURES ARE ALLOWED O N F R I DAYS AFTER 1 P M I N THE EASTBOUND DIRECTION; w W o ROAD TYPE & 'SPEED - t 45 MPH 35 - 40 MPH 30 MPH t 45 MPH 35 - 40 MPH s 30 MPH x 45 MPH 35 - 40 MPH s 30 MPH ) Z Z t 45 MPH 35 - 40 MPH 5 30 MPH x 45 MPH 35 - 40 MPW �� 0 MPH AND NO LANE CLOSURES ARE ALLOWED ON SUNDAY NIGHTS IN THE WESTBOUND EXPOSURE CONDITIONS , 77 _i (SEE NOTE i) WORKERS ON FONT OR W WORK VEHICLE EXPOSED PVH+TMIA PVH+TMIA PVL+TMIA PVL PVH+TMIA PVH+TMIA PVL+TMIA PVL PVH+TMIA PVH+"TMIA PVL+TMIA PVL PVH+TMIA PVH+TMIA PVL+TMIA NOTE 2 PVH+TMIA PVH+TMIA PVL+TMIA , T 2 DIRECTION. J w FF TO TRAFFIC LIJ U LANE CLOSURE OR -NO WORKERS ONI FOOT SEE SEE SEE 5£E SEE ENCROACHMENT -NO WORK YEHICILE PVH+TMIA PVH+TMIA PVL ) PVL PVH+TMIA PVH+TMIA PVL PVH+TMIA PVH+TMIA PVH+TMIA PVH+TMIA EXPOSED TO TRAWFIC ? NOTE 2 NOTE 2 NOTE 2 NOTE 2 NOTE 2 -OTHER HAZARDS; EXPOSED 0E EQUIPMENT, MIATERIALS) WORKERS FONT OR PVH+TMIA;PVH+TMIA PVL+TMIA PVL PVH+TMIA PVH+TMIA PVL PVL PVH+TMIA PVH+TMIA PVL PVL PVH+TMIA PVH+TMIA SEE SEE PVH+TMIA PVH+TMIA SEE SEE WORK VEHICLE EXPOSED € NOTE 2 NOTE 2 NOTE 2 NOTE 2 SHOULDER CLOSURE TO TRAFFIC OR E14CROACHMENT -NO WORKERS ONI FOOT -NO WORK VEHICILE PVH+TMIA 'PVH+TMIA PVL PVL PVH+TMIA PVH+TMIA PVL SEE PVH+TMIA SEE SEE SEE PVH+TMIA SEE SEE SEE EXPOSED TO TRAIFFIC NOTE 2 NOTE 3 NOTE 2 NOTE 2 NOTE 3 NOTE 2 NOTE 2 -OTHER HAZARDS; EXPOSED UE EQUIPMENT, MATERIALS, EXCAVATION) LEGEND NOTES PVL -PROTECTIVE VEHICLE LIGHT (MUNIMUM GROSS WEIGHT 9,500 LBS. OR GREATER) (SEE NOTE 5) 1. THE EXPOSURE CONDITIONS ASSUME THERE IS NO POSITIVE PROTECTION PRESENT. PVH -PROTECTIVE VEHICLE HEAVY BMINIMUM GROSS WEIGHT 22,000 LBS.OR GREATER) TMIA - TRUCK/TRAILER MOUNTED IMPACT ATTENUATOR 2. EITHER A PROTECTIVE LIGHT (PVL) OR THE STANDARD BUFFER SPACE (SEE TABLE 011-03 SHALL BE PROVIDED. A. THESE PROTECTIVE VEHICLE REQUBREMENTS ARE NOT APPLICABLE TO PAVING AND MILLING OPERATIONS. A 3. EITHER A PROTECTIVE VEHICLE HEAVY (PVH) OR THE STANDARD BUFFER SPACE (SEE TABLE 011-03) SHALL BE PROVIDED. STANDARD BUFFER SPACE SHALL BE!PROVIDED FOR THESE OPERATIONS IN ACCORDANCE WITH TABLE 011-03„ 4. TRUCK/TRAILER MOUNTED IMPACT ATTENUATORS (TMIA)SHALL NOT BE MOUNTED/INSTALLED ON VEHICLES WITH A GROSS B. THESE PROTECTIVE VEHICLE REQWREMENTS ARE NOT APPLICABLE TO FLAGGING OPERATIONS. PROTECTIVE VEHICLE WEIGHT (GVW) LESS THAN WHAT IS MINIMALLY REQUIRED BY THE MANUFACTURER OF THE TMIA. CD VEHICLES WITH APPROPRIATE ROLL AHEAD DISTANCE MAY BE USED IN ADVANCE OF THE WORK AREA IF DEEMED N NECESSARY BY THE DOT ENGINEER ABND THEIR DESIGNEE. S. THE USE OF A PROTECTIVE VEHICLE LIGHT iPYL)AS A SHADOW VEHICLE IS LIMITED TO NON-FREEWAY ROADWAYS WHERE Y THE POSTED SPEED LIMITS 15 c 40 MPH UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. � 0 TABLE 011-02a TAPER LENGTHS A NUMBER OF CONES CHART u7) 0 0 J SHOULDER TAPER LENGTH: N _1 N TAPER LENGTH. (FT.)/ Q OF SKIP LINES/ $ OF CHANNELIZING DEVICES (FT.)/ #OF SKIP LINES/ s OF M N PRECONSTRUCTI4N CHANNELIZING DEVICES W 0 W Y POSTED SPEED LATERAL SHIFT OF TRAFFIC FLOW PATH (FT.) FOR SHOULDER WIDTH �-- Z J O � . LIMIT WH) 4 5 6 T 8 9 10 11 12 c 4 FT. 5 - 7 FT, 8 FT, 9 FT. 10 FT, I I FT. 12 FT. CIO i 25 40/1/2 80/2/3 80/2/3 80/2/3 80/2/3 120/3/4 120/3/4 120/314 120/3/4 40/1t2 40/1/2 40d1/2 40/1/2 40/1/2 40/1/2 40/1/2 0 co 30 80/2/3 80/2/3 80/2/3 120/3/4 120/314 160/4/5 160/4/5 160/4/5 200/516 40/I/2 40/1/2 40/I/2 40/1/2 80/2/3 80/2/3 80/2/3 LL O 35 80/2/3 120/3/4 120/3/4 160/4/5 160/4/5 200/5/6 200/5/6 24016dT 240/6t7 40/1/2 40/1/2 8012/3 80/2/3 80/2/3 80/2/3 80/2/3 0 0 W 40 120/3/4 160/4/5 160/415 2001516 240/6/7 240/6/7 2801T/8 320/8J9 320/8/9 40/1/2 80/2/3 $012/3 80/2/3 120/3/4 120/3/4 120/3/4 LO Z V (n 45 200/5/6 240t6d7 280/7/8 320P8/9 360/9t10 400t10/11 440d11t12 520113/14 ) 560/14/15 80d2P3 80/2d3 12013/4 12O/3/4 120/3/4 120/3/4 160/4/5 O J 50 200/5d6 240/6/7 320/8/9 360/9/10 400/10/11 440/11/12 520/13/14 560/14/15 ) 600/15/16 80/2/3 120/3/4 160/4/5 1.60/4/5 160/4/5 160/4/5 160/4/5 0 0 O 55 240/6/7 280t7t8 320/8/9 400/10/11 € 440111/12 57.0/13/14 560/14/15 600/15/16 680/17/18 80/2/3 120/3/4 160/4/5 160/4/5 160/4/5 200/5/6 200/5/6 ~ LPL 60 240/6/7 320/8t9 360/9/l0 440/11/12 480/12113 560/14/15 600115/16 68O/17/18 (2O/18/I9 80/2/3 120/3P4 1 160/4/5 1 200/5/6 20015/6 14111/1 240/6/7 : �— E65 280/T/8 32Ol8P9 4O0/10/11 480d12/13 520/13/14 GOO/15/16 64OP16l1T 720/18/19 8O0t19d20 80d2/3 I6O/4/5 200/1/6 240/6/7 240d6PT 280/1/8 2BO/T/8 U : TABLE WAS CREATED WITH REIFERENCE TO MUTCO TABLE 6H-k ;NUMBER OF CHANNELIZING DEVICES SHOWN IS CALCULATED BASED ON A 40FT . SPACING. THE NUMBER OF CHANNELIZING DEVICES CAN BE ADJUSTED AS NECESSARY. TABLE 011-03 TABLE 011-04: ROLL: AHEAD DISTANCE FOR PROTECTIVE VEHICLES TABLE 011-06 TABLE 011-OT LONGITUDINAL BUFFER SPACE ROLL AHEAD DISTANCE WT.)1#OF SKIP LINES FOR VEHICLES ADVANCE WARMING SIGN SPACING € TAPER LENGTH FOR TEMPORARY TRAFFIC CONTROL ZONES PRECCiNSiRUCTION DISTANCE tFT.)11 PROTECT - BETWEEN SIGNS SIGN': LEGEND IVE VEHICLES WEIGHING PROTECTIVE VEHICLES WEIGHING POSTED SPEED • OF SKIP LINES r ROAD TYPE € TYPE OF TAPER TAPER LENGTH IU LIMIT 0�fi) PRECONSTRUCTIM 9,500 TO 21,999 LBS. GVW 22,0aO LBS.OR GREATER GVW ATIFT.1 B (FT.) C (FT.1 XX YY MERGING TAPER L POSTED SPEED LIMIT STATIONARY MOVING OPERATION STATIONARY MOVING OPERATION 25 155 / 4 (MPH) URBAN(5 30 MPHf} 100 100 100 AHEAD AHEAD SHIFTING TAPER L/2 OPERATION (15 MPH MAX.) OPERATION 0 MPH MAX.) URBAN t35-40 MPH$) 200 200 200 AHEAD AHEAD SHOULDER TAPER L/3 3O 2O0 l 5 ±60 200/5 240/6 16014 200/5 URBAN f>45 MPH*) T. AHEAD ONE-LANE, TWO-WAX TRAFFIC TAPER 50 FT. MIN -100 FT.MA% 35 250! 6 RURAL 566 50O 500 1500 FT, 1000 FT. DOWNSTREAM TAPER 50 FT. MIN -100 FT.MAX (� 45 -- 55 160/4 2( 120P3 160/4 ISNTA WYOIZK Depsartment of40 305 / 8 FREEWAY 1000 1500 2640 1 MILE € MILE . THIS TABLE IS THE SAME AS MUTCD TABLE 6C-3. TE OF MUNITY. Transportation LL 4O 120d3 120d3 8Od2 120d3 PRECONSTRUCTION POSTED SPEED LIMIT. O 45 360 ! 9 + THIS TABLE IS THE SAME AS MUTCD TABLE NYGH-3. 50 425 / 11 55 495 d 13 TABLE 011-05 U.S. CUSTOMARY STANDARD SHEET FLARE RATES FOR POSITIVE BARRIER 65 645 / 16 POSTED SPEED LIMIT WORK ZONE TRAFFIC CONTROL ► THIS TABLE IS THE SAME AS MUTCID TYPE of POSITIVE BARRIER 30 40 50 55 65 GENERAL TABLES AND LEGEND $ TABLE 6C-2. MPH MPH MPH MPH MPH (SHEET 2 OF 2} TEMPORARY POSITIVE BARRIER 8.1 11a1 14s1 16, 20.1 " BOX BEAM OR HEAVY POST CORRUGATED BEAM 7.1 9.1 11;1 12', 15.1 APPROVED DECEMBER 21,2022 ISSUED UNDER IEI 22-033 ERRATA 2 EFF. 09/01/23 W ISSUED WITH EB 23-016 619-011 w a ERRATA 1 EFF. 05/01/2023 ROBERT LIMOGES, P.E. 2 w ISSUED WITH EB 22-033 DIRECTOR, OTSM (n �N C _ � NN (V NN p0 = w W 000OCD M N W 5; N N N N N Lu00 rnsnco rn WORK ZONE TRAFFIC CONTROL SIGN TABLE WORK ZONE TRAFFIC CONTROL SIGN TABLE WORK ZONE TRAFFIC CONTROL SIGN TABLE WORK ZONE TRAFFIC CONTROL SIGN TABLE cV o w � � N :!:: o SIGN SIGN COLOR NON-FREEWAY EXPRESSWAY FREEWAY SIGN SIGN COLOR NON-FREEWAY EXPRESSWAY FREEWAY SIGN SIGN COLOR NON-FREEWAY EXPRESSWAY FREEWAY SIGN SIGN COLOR NON-FREEWAY EXPRESSWAY FREEWAY C) 0 0 0 0 0 DESIGNATION CODE DESIGNATION CODE DESIGNATION CODE DESIGNATION CODE E5-1 IC ------- 72"X60" 72"X60" " ROAD N N N N N „ CLOSED NYW23-1 A 36"X36°' 48"X48" 48"X48" 0 0 0 0 0 "" * NYR9-11 B 24"X42" 48"X84" 48"X84" RI1-2 B 48"X30" 48"X30" 46"X30" N N N N N BRIDGE 00 00 v N G20-1 A 36"Xl8" 48'X24" 48 X24" CLOSED W N C:) � N BRIDGE R11-2 O (D O CD 0 0 w G20-2 IA 36"XI8" 48"X24" 48"X24" OUT NOD.) Z O w �N NYR9-12 B 24"X36" 36154" 48"X72" IX G20-5aP 6F.12 24"X18" 36"X24" 36"X24'° z LL Z H G20-4 iA 36"XI8" ------- ------- N"w<" ROAD CLOSED Q co LXI ALAD R11-3a B 60"X30" 60130" -_____ W NU Z } O col G20 5cP jA 24"XI8" 36"X24" 36"X24" 1 Q O W Q 00 > NYW4-17 A 361136" 48"X48" 48"748" OPEN E5-2 6F.28 48"X36" 48"X36" 48"X36" U C� Q Of Y U)W 1 OR 2 DIGITS 0- p cl U � MI-1 IG 24"X24„ 36"X35" 36"X36" NYWB-30 A 48"X24" 48"X24" 48"X24" WI-4L A 36X36" 48'9f48" 48"X48" � WI-4R MI-it IG 3 DIGITS 45'°X3fi° [IINT 30"X24" 45'7I36" NYWB-31 A 48"X24'° 48"X24" 48'"X24" CLOUDE5-2a 6F.28 48136" 48"X3fi" 48136" Z M1-4 IB 1 OR 2 DI 36"X36" 36"X36" waM NYW8-32 A 46"X24" 48"X24" 48"X24" 24°X24' lGITS t Wl-4bR A 36'7t36" 48"X48" 48"X48" �� �\ NYWB-33 A 40"X24" 48"'X24" 48'"X24" Wl-4bL cn Eul MI-4t IB 3 DIGITS 45"X36" 45"X36" O0 30"X24" RI-I D 36"X36"` 36"X36" 48"X48"` W = `n6'� rn " o ORTN M3-1 Z z £AST' M3-2 SIEE RI-2 E 36136136" 48"X48"X48" 60'160%0" L1.- o W U SOUTH M3-3 NOTEE 3 24"xI2" 36"XI8" 36118" COLOR CODE LEGEND O ` , 24"0XR30" " W1-4cL A 36"X36" 48"%48" 48'7i48" o WEST M3-4 XX R2-1 8 30"X36" 36 X48" 36"X48" Wl-40R z IEEE NOTE 5) a CODE DESCRIPTION BLACK LEGEND AND BORDER �� � AN L����S-8 �A 29"X12" 36"XI8" 36"%1$" END ON AN ORANGE BACKGROUND z FINES" R2-11 B 24"X30" 36148" 36148' BLACK LEGEND AND BORDER -- M4-8a A 24"XI8" 24"XI8" 24"XI8" zoxc W1-6L A ® ON A WHITE BACKGROUND O woa°K 48"X24" 60130" 60'"A30" WHITE LEGEND AND BORDER c"I _ zoxe R2-12 B 24"X36" 36"X54" 36"X54" C ON A GREEN BACKGROUND ' ` r hi4 9L iA 30"X24" 48"X36" 4B"X36" LIMIT W1$R A V 0 My-9R WHITE LEGEND AND BORDER 00 A D ON A RED BACKGROUND NOT R4-1 B 24"X30" 36"X48" 36"X48" WI-8L (NO Pass RED LEGEND AND BORDER Q R4-7 B 24"X30" 36'"X48" 36"X48" BORDER) 18"%24" 30"X36" 30"X36" E ON A WHITE BACKGROUND M4-9a A 30"X24" 3D"X24" ------- R4-TO -______ -__-_-- WI-BR (NO BLACK LEGEND AND BORDER Z U s NARROW B 18"X30" BORDER) F ON A FLOURESCENT YELLOW co OE1 R4-8 8 24"X30" 36"X48" 36"X48"" GREEN BACKGROUND R4-BO " WHITE LEGEND AND BORDER z NARROW 8 18 x3O" ______ _______ W3-1 A4 36"X3fi" 46"X48" 48"X48" G ON A BLUE AND RED ''� BACKGROUND M4-9b A 30"X24" 30"'X24" ------- A IN I R4-9 8 24130" 36"X48" 36748" z 0 ^ N9C� CL �`- W3-2 Al 36"X36" 48'9i48" 48"X48" R5-1 E 36"X36" 36"X36" 48"X48'" 7 O z NOTES: L - I�'1 M!-9c A 30"X24" 30"X29" ------- W V R8-3 E 24"X24" 36"X36" 48148" 1. DIMENSIONS ARE SHOWN AS WIDTH X HEIGHT. - I W3-3 A4 36136" 98"%48" 48"%48" 2. FOR SIGNAGE NOT SHOWN ON THESE TABLES REFER TO THE M.U.IT.CJ). r PED[BTINAN v cN"sswAu: R9-8 8 36 R9-9 B 24'X12" 24'X12""XI8" 36"X18" --_-__.. Z 1 M4-lOR ' ' Ip,_,q. 3. COLORS FOR DIRECTION PLAQUES, ADVANCE TURN ARROWS, AND / I..IJ ------_ DIRECTIONAL ARROWS SHALL MATCH THE ROUTE OR INTERSTATE MAR 2 0 2026 G� F_;A 48"XI8" 48"%18" 48"XI8" �� SIGN THAT THEY SUPPLEMENT AS PER THE MA.T.C.D. C W3-4 A 361IX36" 48"X48" 48"X481' 4. MULTICOLORED SYMBOL IMPOSED ON SIGN WITH BLACK LEGEND AND SOUTHOLD TOWN C O SIEE sw[NAm no,m BORDER ON AN ORANGE BACKGROUND. PLANNING BOARD LIM M5-1 N01TE 3 21"X15" 30"X21" 30"X21" � R9-10 8 24"XI2" 24°'X12" n/ SIEE 5. FOR R2-1 SIGN LARGER DIMENSIONS SHALL BE USED WHEN SIGN FACES �L-.+L— �_2 NOTEE 3 21"X15" 30'7(21" 30"X2i" MULTIPLE LANES ON A CONVENTIONAL ROAD. ^LK CLOSE W3-5 36"X36" 48"X48" 48"X48" *�► MG-1 uuOM ME R9-141, R9-1OR B 14"X12" 24"X12" ------- NEW YORK M6-2 M0TW STATE OF Department of StEE 21"X15" 30"X21" 30"X21" oPPORTUNm. _3 N01TE 3 .� 4-IL Transportation LntjR9-11L B 24"XI8" 24"XI8" W4-1R A 36'7i36' 48"X48" 48"%48" M6_4 ",,,, ,,,� R9-11R _ U.S. CUSTOMARY STANDARD SHEET NOTE. ° 1 . ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10 AM AND AFTER 3 PM. NO LANE '� x NYM3-1 B 24"X24" 36"x36" 36'°X36" `_o. WORK ZONE TRAFFIC CONTROLcy R9-IIcL B 24"xI2" 24"X12" ------- SIGN TABLE � O cklo ii (}( NYM3-2 B 30"X24" 45"X36" 45"X36" 0,.:" ; R9-ItaR 4` r4-2R A 36"X36" 48"X48" 48°'X48" {SHEET 1 OF 3) CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. NIGHTTIME LANELU wh `° ' xx NYM3-3 8 30"124" 45"X36" 45"X36" !,TO,P„ „ APPROVED DECEMBER 2, 2021 ISSUED UNDER IEI 21-028 CLOSINGS WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE Wig R R10 6 B 24"X36" 24 X36 - - - RrnL%moa .s. Z W ROBERT DIRECTOR. 0O E , P.E. 619-012 PERMIT INSPECTOR. 1 LL� 2. BETWEEN THE FRIDAY BEFORE MEMORIAL DAY AND LABOR DAY, NO DAYTIME LANE M w z z UJ N z - >- � z CLOSURES ARE ALLOWED, AND NO NIGHTTIME LANE CLOSURES ARE ALLOWED Cl-J z N W BEFORE 10 PM. M � zo � o Q (D �-z 3 � z w WORK ZONE TRAFFIC CONTROL . BETWEEN THE FRIDAY BEFORE MEMORIAL DAY AND LABOR DAY SIGN TABLE WORK ZONE TRAFFIC CONTROL SIGN TABLE WORK ZONE TRAFFIC CONTROL SIGN TABLE � N0 LANE Z � Z � � N Slid SIGN COLORNON-FREEWAY EXPRESSWAY FREEWAY SIGN SIGN COI NON FREEWAY EXPRESSWAY FREEWAY SIGN SIGN COLOR NON-FREEWAY EXPRESSWAY FREEWAY DESIGNATION CODE DESIGNATION CODE DESIGNATION CODE CLOSURES ARE ALLOWED ON F R I DAYS AFTER 1 PM IN THE EASTBOUND DIRECTION; w W13-IF A 24"X24" 30"X30" 30"%3d" AND NO LANE CLOSURES ARE ALLOWED ON SUNDAY NIGHTS IN THE WESTBOUND z WS-1 A 36"X36" 48 X48 48 X4$" W21-1 A 36"X36" 481148" 48'"A48" ffW Q DIRECTION. "X3 W W13-4 A 36"X36" 361135" 366" j W5-4 A 36"X36" 461748'° 48"X48" U W21-4 A 36"X18" 48"X24" 48"X24" A W13-4P A 48"X48"x36" ------- ------- W6-3 A 36"X36" 48'"X48" 48"X48" W16-2P A 241I8" 30°X24" ------- 1"E W21-5 A 36"X36" 481IX48" 48"X48" W7-3cP A 24"XIS" 36130" 36"X30" SEE W16-4P NOTTEE F 30"X24" ------- ------- W8-1 p 36"X36" 98148" 48148" W16-5PL A 24"XI8°' ------- ------- W16-5PR ` W21-5aL A 361IX36" 48148" 48"X48" COLOR CODE LEGEND WI6-7PL SEE W21-5aR W16-7PR NOTE 3 24"X12" 30"Xf8" ------ CODE DESCRIPTION # WB-3 A 36"X36" 48"X48" 48"X48" A OR F SEE BLACK LEGEND AND &ORDER W16-9P NNOTE F 24"X12" 30`9I18"' ------- A ON AN ORANGE BACKGROUND W8-7 A 36"X3S" 48NX48" 48"X48 N as ur 8 BLACK LEGEND AND BIORDER ON A WHITE BACKGROUND ,Neeww W20! A 3fi"X36" 48"X48" 48"X48" W21-5bL WHITE LEGEND AND BOORDER O a ` W21-5bR A 36"X36" 48"%48" 48"X48" C ON A GREEN BACKGROUND Y N W8-8 A 36"X36" 48"X48" 48"X48" "� � . WHITE LEGEND AND BORDER D ON A RED BACKGROIAND 0 0 I"''1. RED LEGEND AND BORIDER N i k W8-9 A 36"X36" 48"X48" 48"X48" E ON A WHITE BACKGROH N W20-2 A 36"X36" 48"X48" 48"X48" N st wLa F OONNAAKFLOURESCEENTT Y(ELLLLOW LEGEND AND BIERW Lu Y 1- W21-8 A 36"X36" 481'X48" 481IX48" GREEN BACKGROUND f— Z --1 0 WB-12 A 36"X361" ------- ------- m - G WHITE LEGEND AND BOORDERON A } : cBACKGRLUE AND RED O 0 Z cu O:# W20-3 A 36X36" 48"X48" 48X48" -14 A 3fi'X36" 48"X48" 48°X48" A/ O V W8 O In a">o Leo W22-1 A 36"X36" 48"X48" 48148" u Z U W a (� W8-15 A 3fi"X36" 48"X48" 48"X48" NOTES: N Y 1. DIMENSIONS ARE SHOWN AS WIDTH X HEIGHT., 3: O O W20-4 A 36"X36" 48"X48" 48"X48" O x � W22-2 A 42"X36" 42"X36" 42"X36" 2. FOR SIG14AGE NOT SHOWN ON THESE TABLES REFER TO � ~ L.L O0 W8-17 A 36"'X36" 48"X48" 48'°X48" moon THE MALT.C.D. LL 3. WHEN USED IN CONJUNCTION WITH A BICYCLE: SIGN (Wit-1) OR U) CO CO PEDESTRIAN CROSSING (Wll-2) COLOR CODE SHALL MATCH. W8-17p A 24"XIB" 301IX24" 30W4" NN.AlIT W22-3 A 421X36" 411X361" 421IX36" two WB-23 A 36"X36" 48"X48" 48"X48" W20-5 A 36136" 48'7148" 48"X48" W23-1 A 48124'° 48124" 48"X24" t ' �n WB-24 A 36"X36" 481IX48" 48"X48" i�rF ? * ' W23-2 A 360X361' 48"X48" 48'7i48" s ci W9-3 A 36"X36" 48"X48" 46"X48" 8 W cy) wtl-1L F 36"X36" 36"X36" ------ W20-5a A 36"X36" 4B"X48" 48"X48" K Department of wf1-iR A STATE Transportation W ,. O `° W11-21 F 36"X36" 361736" t WE U.S. CUSTOMARY STANDARD $HEIET ��'-'" W11-2R ------- W WORK ZONE TRAFFIC CONTROL W11-15L F 36"X3fi" 36"X36" ------- W20-7 A 36"X36" 48"X48°' 48"X48" SIGN TABLE o Nti Wii-15R {SHEET 2 OF 3) " APPROVED DECEMBER 2. 2021 ISSUED UNDER EI 21-028 W NYWS-32P' F 24"XI8" 24"XIB" ------- z ISSUED WITH El 25-016 RcTi�,FtLimao"-k 12 LANE ERRATA 2 EFF. 09/01/25 W ERRATA 1 EFF. 05/01/24 ROBERT LIMOGES, P.E. 61 '012 ::.c I ISSUED WITH EB 24-OOT DIRECTOR. OTSM CN Op0 = Lu W N00000 m N W 5; N N N N N NO W 000) L000 (3) Il-L0 r- O O O O O O WORK ZONE TRAFFIC CONTROL SIGN TABLE SIGNSIGN NON-FREEWAY EXPRESSWAY FREEWAY o 0 0 0 0 DESIGNATION CORE N N N Q N N N N N W N OO o co N IW24-IL " O O CD O O CD \ IW24-IR A 36 X36" 46' 4a 48"X46"" z z N M C7 M LO Q CE) O Z W W >Z> 0 J � W > m Wf/) c) d � 00 � � WN24-1cR 1: U � Q of Y W � �i NN24-ldN A 36"X36" 48 X4a 4a"X48•` ' NW24-IbR A 36"X3f"" 48"X48" 48"X48" z z /A' M 'Y 00 = �� f U LJ _ it O t; cc cn N O N O � U 0 LL Iwz j z Z J WORK ZONE TRAFFIC CONTROL SIGN TABLE COLOR CODE LEGEND w z SIGN SIGN COLOR NON-FREEWAY EXPRESSWAY FREEWAY CODE DESCRIPTION Z J O 0 DESdGNATI0IN CAE 24"X30" A BLACK LEGEND AND BORDER Z O ( / areeo ON AN ORANGE BACKGROUND X T R2-1 B OR 36"X4a" 36"X48" 301X36" BLACK LEGEND AND BORDER Z F— tSEE ry730. 3) 8 ON A WHITE BACKGROUND Z O Z Z 64ATB 24"A34".. �°«f° NYR2-2 B OR 36 X46" 36"X48" C WHITE LEGEND ANO BtXNDER Q 0 55 LLI 30"'X36" ON A GREEN BACKGROUND (SEE NOTE 31 k"£ 24"X30" D WHITE LEGEND AND BORDER Z J NYR2-3 B OR 361148" 361IX48" ON A RED BACKGROUND 45 30'"X36'" p LI J r) (SEE NOTE 3) E RED LEGEND AND BORDER � / �D Q Z <"Tr 24 X30" ON A WHITE BACKGROUND z 3;,° NYR2-4 8 OR 36"X48`" 36"X48" BLACK LEGEND AND BORDER 30"X36" F ON A FLOURESCENT YELLOW MAR 2 U 2026 0 (SEE NOTE 3) ( GREEN BACKGROUND 24130" WHITE LEGEND AND BORDER SOUTHOLD TOWN 0— 3� NYR2-5 B OR 3O"X36" 36148" 36148" G ON A BACKGROUNDBLUE xAtX1 RED PLANNING BOARD (SEE NOTE 3) T51" 24"R NEwYORK Department of `*° NYR2-6 8 OR 36"X4a" 36"X4a" OPPOROTUNITY. 4� 30"X36" Transportation (SEE NOTE 3) U.S. CUSTOMARY STANDARD SHEET NOTE: wcm NOTES WORK ZONE TRAFFIC CONTROL 1 . ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10 AM AND AFTER 3 PM. NO LANE N' 1. FOR ARE SHOWNAs WIDTH x HEIGHT. SIGN(SHEET 3AOFE uJ 3) CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. NIGHTTIME LANE z Zi 2. FOR SIGHAGE NOT SHOWN OM THESE TABLES REFER TO THE M.U.T.C.D. 3, FOR R2-1 SIGN LARGER DONS SHALL BE USED WHEN SIGN FACES APPROVED DECEIJBER 2, 2021 ISSUED UNDER El 21-028 CLOSINGS WILL NOT B E PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE MULTIPLE LADS ON A CONWENTNVIENTIONAL ROAD. ° 9Zodier r I;� ' 619-0112 z d~ ERRATA 1 EFF. 05/01/24 ROBERT LIMOGES, P.E. � Z PERMIT INSPECTOR. LL� ISSUED WITH EB 24-007 DIRECTOR, DTSM 2. BETWEEN THE FRIDAY BEFORE MEMORIAL DAY AND LABOR DAY NO DAYTIME LANE Z coz 7 Z � z— NU' CLOSURES ARE ALLOWED, AND NO NIGHTTIME LANE CLOSURES ARE ALLOWED CO ? N W RE 1 a cn BEFORE � � 0 0PM. � Q =� za � o €^ NOTES 3. BETWEEN THE FRIDAY BEFORE MEMORIAL DAY AND LABOR DAY, NO LANE t z w : z00w I ` �! 1, SHORT-TER DAYLIGHT ERI IA STATIONARY IS DAYTIME WORK THAT OCCUPIES A LOCATION FOR MORE THAN I HOUR WITHIN SINGLE O W N Q CLOSURES ARE ALLOWED ON FRIDAYS AFTER 1 PM IN THE EASTBOUND DIRECTION; 1 � w w " y" K v 2. ANY SIDEWALK DIVERSION MUST BE ADA COMPLIANT AND FOLLOW THE PUBLIC RIGHTS-W-WAY ACCESSIBILITY Z z F 5 GUIDELINES mRDWAG. TEMPORARY RAMPS AND OTHER TEMPORARY PEDESTRIAN FACILITIES SHALL BE PAID FOR AND NO LANE CLOSURES ARE ALLOWED ON S U N DAY NIGHTS IN T H E WESTBOUND 77 WORK UNDER THE APPROPRIATE ITEM FOR ASPHALT SIDEWALKS _ aoAo W Q 3. PROWAG SECTION R205 AND MUTCD PART 6 SHALL APPLY TO ALL CONSTRUCTED TEMPORARY ALTERNATIVE AAI1 k WORK PEDESTRIAN PATHWAYS. DIRECTION. w 3 �s 4. ONLY THE WORK ZONE TRAFFIC CONTROL DEVICES RELATED TO PEDESTRIANS ARE SHOWN, OTHER DEVICES, SUCH AS U LANE/SHOULDER CLOSURE, ROAD NARROWS SIGNS (W5-4),OR NO PARKING SIGNS MAY BE USED TO CONTROL, ' z VEHICULAR TRAFFIC. �� 5. TYPE III BARRICADES SHALL BE THE FULL WIDTH OF THE PATH BEING CLOSED. r ,W 6 FACILITY CURRENTLY HAS A TRANS. ACCESS TO BUSINESS ENTRA14CES IT TOPNTHAT WILL BE AFFECTED BY THE SIT STOPS WILL NEED TO BE NWORK ZONE, PRATAINED. IF THE CTITIONERS SHOULD aESTRIAM � : CONSULT THE TRANSIT AUTHORITIES THAT SERVICE THE AFFECTED STOP TO DETERMINE HOW TO ACCOMMONATE THE LA7, THE GRADE (RUNNING SLOPE) OF A TEMPORARY CURB RAMP FOR DESIGN AND LAYOUT SHALL E A M3AXIMKMN OF 7.5X. THE GRADE FOR ADA ACCESSIBILITY AND WORK ACCEPTANCE SHALL BE A MAXIMUM 8.X. SIDEWALK CLOSED y AHEAD " ACCESSIBILITY r. c RAMP (SEE NOTE 7) � rrr.rrr.r.r CROSS HERE °, TABLE 321-021 CHANNELIZING DEVICE APPLICATION FOR SHORT-TERM STATIONARY WORK ZONES I IF s t d WORK ZONE PROVISIONS ' CHANNELIZING DEVICE .'; �� 62 $ fi `� SHORT-TERM IS z w W H I1 STATIONARY WORK ZONES INVOLVE WORK THAT S� a OCCUPIES A LOCATION m N/ FOR MORE THAN 1 HOUR it! r WITHIN A SINGLE DAYLIGHT c SIDEWALK ®EWALK " RIOD. �„1 R ? CLOSED F & > CLOSED � ?��y � � `. ... 01 !, 0 I SHOULDER/MERGINGf N 0 O cp ... 20 FT. X X X X X X X J N11 3 SHIFTING TAPERS O M N 1 ' Lu a NOTES. X=ALLOWED BLANK =NOT ALLOWED L y':y� A sa yea,,` trs s9 j _ ey + SIDEWALK a ��� 0 � 1 ro O M CLOSED �\U r V � Z in SIDEWALK w �t O —+ s END THIS SIGN SHALL BE LOCATED A MINIMUM LLJ CLOSED \ I 20 2 DISTANCE OF 80 FT. AND MAXIMUM OF 400 FT. N Z V Cn I PAST THE END OF THE DOWNSTREAM TAPER Y i P } Ttllp ?, G 0 6 & ? t' O LI J O a fa 321-01. RE SIZES* LL 4 FT TABLE REQUIRED SIGN AccEsSIBILTY 10 SIGN NON-FREEWAY FREEWAY RAMP (SEE NOTE 7) I W q RK W20-1 SIDEWALK CLOSED AREAS, WORK AREA G20 2 36x18 48x24 Q I AHEAD k �I END R9-11L/R9-t)R•f 24x18 24x18 no won �� )�` 3 R9-9•• 24x12 24x12 CROSS HERE I I ` - 36x36 48x48 W20 1 4ig �� "` SIDEWALK CLOSED SIDEWALK CLOSED M4-9bL/M4-9bRN 30x24 30x24 3 a 9 '3 � AHEAD AHEAD �r WARNING FLAG SBx18 18x18 h� R9-11L RSAIR CROSS wr Hu � FREEWAY SIZES MAY BE USED ON NON-FREEWAY, IF SPACE CONSTRAINTS 51 ERE DO NOT EXIST. -SIGNS NOT FOR FREEWAY USE a t sue` . co �N .,., SIDEWALK NEWYORK Sfi 011 STAOw Department of £�I CLOSED R9-9 TYPE III BARRICADE oPPoaruNmr Transporitation W muita U.S. CUSTOMARY STANDARD SHEET O fl 0121 S ` WORK ZONE TRAFFIC CONTROL W DE M4-9bl ( M4-9bR TWO-LANE TWO-WAY ROADWAY' EA SIDEWALK DETOUR/DIVERSIONI i �� SHORT TERM OPERATION •, APPROVED DECEMBER 2. 2021 ISSUED UNDERM EI 21-028 NOT TO SCALE CHANNELIZING DEVICE SIDEWALK DETOUR (SEE TABLE 321-02) R„t 619-321 w SIDEWALK DIVERSION ERRATA 1 EFF. 05/01/2023 ROBERT LIMOGES. P.E. 2 u Q ISSUED WITH EB 23-DOT DIRECTOR. OTSM In ENGINE PIG , LAN WI E I LAND St'P1EYIYNC CIVIL ENGINEERING-SITE PANNING-SURVEYING M 755?COATES AVE,SL+ITF22 Q • HaLB:R(}OK.NY f t,'ot rELE,j631)-920-02S6 -_ EMA?L:INFOe_ISLAN'OA"CEENGINEERIN'G CC'f ^---------------------------------------------------------------••� �I I I VINYL FENCE PATIO -- - --- ----- ------------ -- ------- ---------- E--- ----- ---------� -----------------E-------- --- ----- }--------- ---- -- -E---- ---- ------ -- --------- ---- ----E-- - - - --- --------- --- -- --- ----------E•------------- --- --------- --- E -- ------ -- -- ------------------------ I TIP i I E E i ¢✓ ITORAGE STORAGE --- - ILL1_._ _. �� ii I ii l ii I I ii i ii I ii � TORAGE UNIT# 1 " I UNIT#2 UNIT#3 UNIT#4 S UNIT#5 UNIT#6 „ I „ I I „ l �� I " STORAGE ii I ii I ii I I ii I ii i�� I t 1 v r ! E i I •� I r l Y + u II I u I u n II I _ u II I II I E STORAGE Y -I II L.:::: -1 II "' ° II r ► . u h 1 # STORAGE I � p I I II I � II fl I II I II I j L J L J L J L J L Jolb� L J E ` I 00 II � QO i oo � Il QO � I E .......... ... — .,. - - ....�.......� .— _... .r....rnr• e i L_e�r •/ 00 u _ �+ E IW), _�_.. E _ — ---- E E -- — -- 1 ., E E ; , 13 I -_— -a--- ---- ---- — -- ' I A101 232'-2, y ..... _:.........----------------- _.................... --- ® ® ... ' — --- ---+— ----�� -—._...._.._.__..._.__._....._........ ---._.... - ---------- _. 0]....... _ 18........ --24 0. 1311J 241TJ" 3 f0"- —..-2if 3 �s-1 � t6" 1310�... _7d 1� - ... .......... ......................................... ................................-....__.._...------.....- - ..................._........ -.._......._........--........................................................ ...................._ -............................................................. .................... ................... ......_................................................_...................... ..................................... .. ....._........ . ... _._.........................._..... ---.._............ , ... 4, ,r _ 282" 38'-7".... 38'-7" 38'-7" 38-7" 38'-7" 38'-7" ....--..__._............._........................ __..._.. . _._.__.._..._._.._...._............._......................_..._.._......._..._......_..._..........._.._..-- -- - - . ._.... .........._..... .............. .. ... ._ .. .. .. ._......_...._............................_... __._........................................_...............__...................._.. .... . ......._.._... _ _... . N ¢ O REMOVE LIGHT FIXTER AS PER TOWN COMMENTS TYP. rl_*'*�GROND FLOOR PLAN �01SCALE: 118"=1'-0" APR 17 2026 SOUTHOLD TOWN PLANNING P,OARD ----- - --- ----- ---------- ------ - - - - -- -- ------------ ----- ---- -- w FixtureType: ��„ --- -------- ----------',---- -- __ -- -- -- -,--- ------- - ------------ -- -- - ---------1.�� ---- ----- -- --------- -- -- ---- - y.._....._..._._. ..._...._.....___..._...__ _.. -- ..............-... _ .-...... . N—W Model Number: R,` 3'2" E E4 DATE DISCRIPTION a ,�-- - tAmp 5/19/25 REVISED AS PER COMMENTS —._ _..... _..-. -_-. .._.- .._.__. _..._ .. Intro ! `� ( -._____�_ ;..______.__.- ___-.__._. 2/9/26 REVISED AS PER TOWN COMMENTS Project Name: _._-_-___.—__-- li I General: The elegant and compact design of the Dark Sky CL -"" - -- ! - I CHARISMA I - ........... _ I 4 a Approved Charisma series is perfect for both �� BEDROOM � Full Cutoff LED Surface Mount 10A '�SKYAPPROVED direct and indirect accent lighting applications. #2 I C J T; LIVING ! ROOM BED } 13'-2" Dark Sky: The Charisma series is a fully-shielded, full : ROOM - #2 cutoff fixture. No upward light above horizontal. E 13 1" 13'-2" LIVING �'' pphousing, ......... ROOM DESIGNARCH Construction:Sand cast,low-co er content aluminum mountingbracket an arm.Stainless steel extern j ,�b k d s l nal MASTER 31 COVERT AVE SUITE 11 hardware t protect against corrosion. o R V v L SUITE K, N 01 MASTER FLORAL PAR Y 110 o r a ai RESIDENTIAL SUITE STORAGE f GDA.ARCH°DESIGN( GMAIL..COM Glass Lens: Glass lens available in either clear glass (-CGL)or stippled glass(-SGL)lens options. LED Module:Located in the upper housing, the LED module FULL BATH _ FULL I I Seal nn provides 21 input watts. Available in color I A BATH I �+t • W. temperatures f 3000K rid 4C.��. CRI=80. I r I —• Driver: Constant current 350mA;maximum wattage 22 RESIDENTIAL i STORAGE I r�" +4 I " I ► �. ;:.,;_ watts;THD<20%;PF>0.90;universal input voltage — _ „ W.I.C. ua� . _12ov-v7v(so/6oHz►. C � I ECHtp 2 - - I MECHj 2 I � �A 0-10V dimming down to S%with dim-to-off(OV). �" ---- -- -^ -- -- -- ----------- 110ij OF A '•` ,:°, ` � ri= Straight arm wall mount style is standard. Mounting: ai ht s le E I I 2' �a. o ( , o ! I 480 exp date 11/30/2027 .� Finish: Textured polyester powder coat finish. Shade RESIDENTIAL _ I I I II! ' STORAGE iI Project Name underside is standard with white finish. Black, I _ -'d d d th h t f" " h B ck n L I I -f+l bronze, gray, white, silver, and verde green 131 ! 14'_2^� I C II._m.- _...................................................................__.... _...............................__.......... ___- _ , , I I I S M B RE Services I n c L.. . " COAT ICL T o" r. BEDROOM options available on housing exterior. p g ; Consuitfactoryforcustomcolors. rl BEDROOM L J L — J I PROPOSED MULTI-FAMILY _..... 10.4in _. O O FULL BAT 265tnm #3 KITCHEN O O H{V' SIX UNIT 1 STORY NEW BLDG. 4,5in Gaskets: Supplied with EPDM gasketing. E �! O BATH i ! ! 14.2" �' ' ' 115mrn - — - -----.___-_.------__.__-- 56025 ROUTE 25 O 0 - -' ------- --- �^ 2.1in _ : w/D SOUTHOLD, NY 11971 Weight: 7.0 lbs. 1 52mm 1 II HWH C� KITCHEN W TAX MAP 100 SEC 63 BILK 3 LOT 26 CL 4 Listings: ETL Listed to UL 8750.IESNA LM79 11 ❑ r I • ID H- 32 3G 6.3in IDADarkSkyApproved(3000KLED) Drawing Name 159mm - _ y _ 7.9in z: LUIMAN CALCULATION: ROUND FL. PLAN & _ _^ _ 201mm �: 1+8' lights X 145 = 2 ,262 TOTAL LUMAN� -- --- _ -- - -------- -- --- c> EXTERIOR LIGHT FIXTURE TYPICAL UNIT PLAN cc> TYPICAL Maativt content o/specification sheet is subject to change. 13'-10" REFER TOP AN FOR r . " -..____ -.___._.._-._..e___..-_._---...-_...._ REF "r,rtanr - + o,pWtn _. _.__......._._..__._...._..___.�y LOCATIONS Att+sttvi'+t c us N60 W14592 Kaul Avenue P 877 965 0005 :B. MOUNT 80"AFF MIN. TO Menomonee Falls,WI 53051 intrigue%d.com BOT. OF FIXTURE _. .._. Project number 23002 Feb-22 Date 2024.07.23 TYPICAL EXTERIOR LIGHT 2 TYPICAL(END UNIT)APARTMENT FLOOR PLAN 3 TYPICAL APARTMENT FLOOR PLAN Drawn by Author' 11 'F FIXTURE TYPE 'E' A101 SCALE: 1/4"=1'-0"' „_ , „ THESE DRAWINGS ARE INSTRUMENTS A101 SCALE: 1l4 -1-0 OF SERVICE AND AS SUCH ARE THE PROPERTY OF THE ARCHITECT. O INFRINGMENTS OR ALTERATIONS BY Al 1 OTHERS ARE PROHIBITED. Scale As indicated NT Lr) L0 Lo C\l " 04 C\1 C) C) (D CD L0 (c) r— Lr) fl- C) C) 0 c') 'T 't T -'t CN cf) w C14 c%4 cli C\l (N CD(D w C) C) 0 0 C) c')Q 5; Q Q Q Q Q (N(D W 00 00 m 'T N o W-7 1-0 m a� Q Q __ 7- Q C14 cl) m (y) Lr) C) CD C) C) c) w JAN 2 0 2026 0 z b SOUTHOLD TOWN U) Z 0 U) < co LL Z 0 Z n 0 w w U) -,.I w co < 0 I__ < of < w �2 w 0- 00C) W 7. cl "R DRAWING INDEX 00 LL_ M OF PAGE NO. TITLE 0 E 0 "A" I L10 1 COVER SHEET 2 EXISTING SITE&DEMOLITION PLAN 3 ESC&WZTC PLAN 4 SITE PLAN&GRADING/ALIGNMENT PLAN 5 ENLARGED SITE&ALIGNMENT PLAN 6 DRAINAGE&WATERSHED PLAN 7 SANITARY&LANDSCAPEIUTILITY PLAN 8 ONSITE CIVIL DETAILS 9 NYSDOT DETAILS w w 10-13 MAINTENANCE&PROTECTION OF TRAFFIC U) j GENERALNOTES 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF PROPERTY LINE MARKERS, PIPES, MONUMENTS, STAKES, ETC.,THAT FALL ON OR NEAR THE WORK AREAS. THESE MARKERS ARE TO BE RETAINED. IN THE EVENT THESE MARKERS ARE REMOVED, BROKEN OR DESTROYED BY THE CONTRACTOR, THEY SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE WITH MARKERS OF EQUAL SIZE AND QUALITY IN THE IDENTICAL LOCATION TO THOSE DISTURBED. 2. THE CONTRACTOR IS CAUTIONED TO AVOID DISTURBING ANY EXISTING FENCES, HEDGES, SHRUBS, TREES, ETC., THAT ARE ADJACENT TO HIS CONSTRUCTION WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. AS ORDERED BY THE ENGINEER, THE COST OF REPAIRING OR ADJUSTING ANY SUCH E-3 rURBED AREAS WILL BE AT THE CONTRACTOR'S OWN EXPENSE.IN THE EVENT THAT THE TREES ARE u >: Z uj gg% ENDANGERED, THE CONTRACTOR WILL TAKE ALL PRECAUTIONS TO PROTECT THEM, AS DIRECTED BY Rio THE ENGINEER. > A 3. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL CONDITIONS SECTION OF THE CONTRACT ? %'­Uw 2" DOCUMENTS. THIS SECTION CONTAINS PERTINENT INFORMATION RELATIVE TO THE OTHER GENERAL (D "i LA PROVISIONS THAT MAY BE REQUIRED BY THE WORK. "I, P"I"IKSi'M Z C) 4. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE THE ACTIVITIES OF 0 M�' ANY SUBCONTRACTOR, CONTRACTOR, OWNER CONTRACTED TRADESMEN, MUNICIPAL EMPLOYEES, Z _%"am UTILITIES,ETC.,INVOLVED IN THE OVERALL SCOPE OF THE PROJECT AT NO COST TO THE OWNER. (D 7 Z < Lu _j 5. IF CONSTRUCTION STORAGE YARDS ARE TO BE UTILIZED,THE CONTRACTOR SHALL SUBMIT A COPY OF co THIS AGREEMENT WITH THE PROPERTY OWNER. HE SHALL ALSO OBTAIN PRIOR LOCATION APPROVAL Lo FROM THE OWNER TO AVOID VIOLATION OF EXISTING ORDINANCES.THIS APPROVAL WILL NOT RELIEVE Lu (D cn (D THE CONTRACTOR OF HIS RESPONSIBILITIES TO ADEQUATELY SAFEGUARD THE LOCATION AND PUBLIC Lu 1;2 FROM HARM. THE CONTRACTOR SHALL BEAR ALL RESPONSIBILITY FOR HARM TO THE PUBLIC AND DAMAGE TO HIS TOOLS,EQUIPMENT AND MATERIALS. co z (z) Lu C'4 uj 6. THE CONTRACTOR SHALL RE-ESTABLISH ALL BENCHMARKS AND BASELINE TIE POINTS AFFECTED BY THE C) Lu "Alk"t" PROPOSED WORK AND ANY OF HIS OTHER OPERATIONS. Lu mm c) 7. THE CONTRACTOR IS NOTIFIED THAT THE GENERAL PUBLIC, SOME OF WHOM MAY BE POTENTIAL �qj VANDALS,WILL BE IN THE AREA AT ANY HOUR.THE CONTRACTOR SHALL PROTECT,AT ALL TIMES, THE PUBLIC AND HIS WORK FROM HARM.THE CONTRACTOR SHALL BEAR ALL RESPONSIBILITY FOR HARM TO THE PUBLIC AND DAMAGE TO HIS EQUIPMENT TOOLS AND MATERIALS. z oc) U 8. ALL. PAVED AREAS AND DRAINAGE BASINS SHALL BE CLEARED AND SWEPT CLEAN AND CLEARED OF LL LL DEBRIS BY THE CONTRACTOR'S OPERATIONS RESPECTIVELY. ANY DAMAGE TO PAVED AREAS OR DRAINAGE FACILITIES DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. 9. THE CONTRACTOR SHALL NOTIFY AND COORDINATE WITH AFFECTED UTILITIES TO AVOID DAMAGE TO I "p I EXISTING CABLE,WIRING,CONDUIT, ETC.ANY DAMAGED MATERIALS SHALL BE REMOVED AS ORDERED ui BY THE ENGINEER AND REPLACED AT THE CONTRACTOR'S EXPENSE. 10. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS INCLUDING THE NYSDEC, ARMY CORPS OF ENGINEERS,S.C.W.A.,LIPA,S.C.D.H.S.,N.Y.S.D.O.S.,ETC OPOSED 6—UNIT RESIDENTnIAL BUILDIN 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING OUT OF ALL UNDERGROUND UTILITIES, SERVICES AND DRAINAGE LINES PRIOR TO START OF EXCAVATION IN A WORK AREA. WHEN WORKING WITHIN 2 FEET OF ANY OF THE ABOVE,EXCAVATION IS TO BE PERFORMED BY HAND METHODS AS APPROVED BY THE ENGINEER. cn 12. CONTRACTOR IS RESPONSIBLE FOR THE RESTORATION OF HIS WORK ROUTE, AND FOR ANY OTHER AREAS AND OBJECTS WHICH MAY BECOME DAMAGED DUE TO HIS OPERATIONS OR NEGLIGENCE,AT HIS OWN EXPENSE. Ml 13, ANY EXCAVATION PERFORMED ON THIS PROJECT MUST ADHERE TO ALL CURRENT OSHA REGULATIONS '.4 EFFECTIVE JANUARY 2, 1990 FOR TITLE 29 CFR PART 1926,AS AMENDED,AS WELL AS ANY OTHER NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS OF JANUARY 1, 2020 AS AMENDED. 14, ALL CONTRACTORS,GENERAL CONTRACTORS,SUBCONTRACTORS,ETC.,ARE REQUIRED TO OBTAINAND N MAINTAIN THE NECESSARY INSURANCE CERTIFICATES AS REQUIRED OF THE CONTRACTOR UNDER THE CONTRACT WITH THE OWNER AS STATED IN THE CONTRACT DOCUMENTS,APPROVAL OF ALL INSURANCE CERTIFICATES IS REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. 15. IF A STAGING AREA IS TO BE UTILIZED,THE CONTRACTOR SHALL SUBMIT A STAGING AREA PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO THE START OF WORK. THIS APPROVAL WILL NOT RELIEVE THE (D 04 CONTRACTOR OF HIS RESPONSIBILITY TO ADEQUATELY SAFEGUARD THE LOCATION AND PUBLIC FROM HARM.THE CONTRACTOR SHALL BEAR ALL RESPONSIBILITY FOR HARM TO THE PUBLIC AND DAMAGE TO HIS EQUIPMENT,TOOLS AND MATERIALS. 0 0 16. THE CONTRACTOR SHALL SUBMIT IN WRITING,A TRAFFIC AND MAINTENANCE PLAN TO THE ENGINEER 147) >_ FOR APPROVAL PRIOR TO THE START OF WORK SO THAT TRAFFIC MAY BE SAFELY MAINTAINED N cy) THROUGHOUT THE DURATION OF THE PROJECT. THE USE, DESIGN SPACING AND LOCATION OF SIGNS, CONES,FLAGMEN,DRUMS,BARRICADES,FLASHING BEACONS,ETC.,SHALL CONFORM TO THE NEW YORK W 0 LLJ STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,LATEST EDITION,AS PUBLISHED BY THE NEW F_ �U' m YORK STATE DEPARTMENT OF TRANSPORTATION.ALL SUCH DEVICES TO BE MAINTAINED CONTINUOUSLY THROUGHOUT THE DURATION OF THE PROJECT TO PROTECT BOTH PEDESTRIAN AND VEHICULAR 0 0 TRAFFIC FROM HARM. vj z: (D 17. CONTRACTOR TO REPAIR ALL LANDSCAPING THAT IS DISTURBED AND FIX ALL IRRIGATION SYSTEM fy LL DAMAGES.LOCATIONS TO BE VERIFIED IN THE FIELD. U& 0 0 lw Z 0 U) c:) _j C:) (.0 0 0 c) U- c) LOCATION MAP N.T.S. MAP OF THE IT-1. STATE OF NEW YORK SCOPE OF WORK: 1. MAINTAIN EXISTING DRIVEWAY ENTRANCE. PROJECT (o 30 60 2. INSTALL DRIVEWAY DRAINAGE STRUCTURES TO CONTAIN RUNOFF. LOCATION 3. CONSTRUCT 6-UNIT AFFORDABLE HiOUSING RESIDENTIAL BUILDING. 4. INSTALL PROPOSED SIDEWALKS ARiOUND PROPOSED RESIDENTIAL BUILDING. 5. RESHAPE EXISTING PARKING LOT PER PARKING LOT PLAN. ce) 6. INSTALL NEW ADA COMPLIANT SIDEWALK AT THE FRONTAGE OF THE PROPERTY. LL 7. INSTALL NEW ADA COMPLIANT SIDEWALK AND CROSSWALKS THAT CONNECTS THE RESIDENTIAL 0 BUILDING TO THE FRONT SIDEWALK- 8. INSTALL PROPOSED UTILITIES FOR RESIDENTIAL BUILDING. T 9. INSTALL PROPOSED TREES PER LANDSCAPING PLAN. PROJECT LOCATION X, w w m: cf) 56025 MAIN ROAD ( S R 25 ) SUFFOLK COUNTY N Y PROPOSED AFFORDABLE HOUSING IT Ill In ul JAN 2 0 2026 N cV N N 0000 N N N N SOUTHOLD TOWN PLANNING BOARD ti ti 0 0 0 0 �N (j = w N N N ('4 N W 25 coN = W � co co m q QNNNN N M W N C) 5' 11.0' 11 m .. m co 0704 ; � � o 0 00000 RESHAPE LANDSCAPING BERM REMOVE 1'OF EXISTING W w PROTRUDING INTO THE PARKING LOT TO EXISTING(6)STANDARD ASPHALT DRIVEWAY FOR 1619 -3 Z j m O PROVIDE EASIER ACCESS FOR VEHICLES PARKING SPOTS AND(1) SIDEWALK WIDENING N m f; t.,. TAX LOT 10 ADA COMPLIANT PARKING I a g -9 m`j Z ! z w Z EXISTING TIMBER SPOT TO REMAIN EXISTING CATCH BASIN TO BE RELOCATED, j , tTi 8 �g f. ',. Q F- m WO Z WALL TO REMAIN SEE SHEET 6 FOR DRAINAGE PLAN END REMOVAL a i I u 11 1 U Z O w EXISTING(1)STANDARD s _ m i<, w w OF EXISTING o I o - 1 :3 >- w U) < PARKING SPOT TO BE EXISTING BUILDING&CONNECTING 8 I REMOVE EXISTING TREELINE AS Y CONCRETE I ICE ,- � � `I'� Q O H Q m Z)> STK USED FOR REFUSE AREA RAVE DRIVEWAY UTILITIES TO REMAIN,SEE SHEET 7 1 'o U w Q w Y U UJ WDRF WDRF REQUIRED,SEE SHEET 7 FOR NEW SIDEWALK 2 c, ,' 2.6' 2.2• 6'STOCKADE �' FEN FOR UTILITY PLAN 1 11•1' 1• '' U) 0-0 0 U /9 ,•��•'/�0" '' �t WDRF wDRF LANDISCAPINGPLAN FEN. ;� s.1't.. v F `� o.r , it Sf/aT®2aJ I,r VI��L"i�W00D RAIL FEN. / 1.6 WOOD RAIL FEN. 1.8' Z^ �y. 1'�..y,_HEPGES„' * I j�L0 x / 1q cn ft`'00 p` �... ,-.�•--bL m '-r .•^•.r .6'+r-ar y'- s ' x x x x x x x : � WOOD RAIL ,. F pry .,iryq �.... .- \ -x WDRF ~+� _ •i-ry� •^,.,,,A � _ - w WDRFjF• +'Lq 4'W FEN pl �_.�'IY' S _. .._✓ .- o + h 0.5' :.� 1q ryq. f 0. WALL -'Y- k ".� q 1 p p q q q I '.._....'-. _'•�' p ry6 7 p . ASP` �--+.:o l ._..R'WAL I i �r z + ^',_fi,., o?, �' ,l•.a . \ hp9- ..� ryq. pq+ ..- ...._. nMPER wAL .... - SPHAL7 .r f ryp1.8' f✓"AL7 T1 '�.• I'n ASPHALT �..,, + '5 ..✓ +'yp, t.., .,wf?..1...,�,.: ryq+` +�' +1, :. + .+1. ,./ pry ., L +d ryp RiJEY.'AY PARKING W t 7 EOC p •• qq q p. :5.8'� ..+ +, >-� ..............._-...bq.._ fR" , \ Y z ryOeA ry 0�py q. yq , w - _-.,,,-,="- WA, +ry 0 1_ T cy !+• p t h �,. _...vi.,. .i.....c..,3,..,A...t,..ii_}....1�.A.,l....1..,1 ,�.✓t...�'' q 0 q k x q '1 ry ,\ N ,• w p '�\ .h ,S .,,�1• Mom' '.�`•' }p .y0 /tl-" 90 �. T..'...^�.-r„3...�...J....d,. A..L.J,.. .: �. . ,Y O '.S + + .* .. ..„,: :"_' .� - + ..3`. r,-+q.;. 1 +,<J�,. r.., 3`I' ,S6 ryq' ag t "_'..69 'r try _\ '', 6.L �) M ry0 4 S ryp0 + +ryp. 1� J -" ryp. \EDGE OF A + , � •.,o?� // 00 ._. '" + 6 PARKING SPACES �� . �. �� ;� � 6e'oa_,^ 1 + PAVEMENT �� Q S O,'� %/ •y'. p ✓yt ryp+�i` ry ppp pap ry0'. r rygp +q, ryg0S t t `i 't, �! '' - r,.: ;N.TIMAER 0. sq 6y `� C>1 1 ryv + p q�q ryp ry q / + p• try +ry + + + 6eA h p� W �`, -._ t_ _ � LL = j S A q ♦ 1 1 < \: WA 0 S U O a X ` il-�'ry, ` q'A .�-'t°' •F1 ,1q + +ry +'L y'Iq 5 `� ``t iBRIGY:BRICKg '•E Rco C4 q op p + + o Q R1'FRA i Mf3 " ) W �j DOUBLE W LINE v 5 ry ryp' q S'i t 2$70 ME, > a I :/'iti - 1 f k a YELLOW ,E560 a:. ER hL^�1` d. �p __��/ �•'' n t +'Y ry ryp• m `< 25 �•- -�i t+ , WqL m I l O U _ + LL- TAX LOT 26 ti t6 � N. . 1111 �q li + q EDGE OF q __.__._ t l w ry' +rypry 07 +p +ryq +v EXISTING - EXISTING SANITARY +ti..._RAMP ... ppp `' ''t ', 1 - {'`p� k44 Y.'r� + EDGE OF PAVEMENT-,. J yr + try ry N +rypgS�gry +vp� rypgp +ryp°ryeyS ryp�v +ryq �q pqo op f PAVEMENT a - "� SYSTEM TO REMAIN 2ND STORY 26.2 '� `y i � �I' � � `3; � Z '5 'L DECK D ORY 'L w iiw' Q' ✓ i o �,''":`"-.� / +'6,� 'S ,�,� 6 tryq _ .._+_... ._. .. _... _-.." + + H + + OD P ,g O `\ 6 ry 6 STOR y '. 't€ ..... 3',t �`��y a 'y30 ! a .p o� ry + p ALr, GRIND OFF EXISTING WG \ per - R �' �1 S G q + '{°' 9- SPACES LAi, w < 4 ! q _ qp +. 0q ryp' A*;HALT 2 PARKING PLA i i, }•'- o F. �. 'Y•! �' t 'fir ryq f q p. s ry A \ ry \ ry ry _ ! t�;ti / ISY t {�W REMOVE 1'OF EXISTING * L\ F Z b i t a" 4.8'4.0 7 ',+ BRICK WALKWAY FOR C7 T/] + o� ryp +ry ryp q, _ PARKING STALL STRIPES1�, 03 ` ,ry ryq- "a` + pqq p"ppry Sq +ryq ryp° y.` 1 N t g,. �T SIDEWALK WIDENING ' q i 0 ill 14.0 I C/) q. + ry p. 't- p. 'S•I, ryry + ._ .Fry lE `� "„'.s`: w l �.0' i i F , - Ir +�'' �h +,�. / -� + _ + try t q'Ip +ryq'ryge� +ryq' ,, qp ryp"' + : t,` , '• : r \ �,� .yp tt t � � �:4'2'•. ' ��„ ha p9 ryp + cti f , p. w S WOOD RAMP ` t ; ,� EXISTING TREE TO +'sp ( ) ryp" p. + try + ,.., :"'t i pti .F ryp ry i l i - le WALL �. V J O tt2 l p-. _ „ p _ i4.6', shy,"i i:1' xl° pp -r-+_ REMAIN,SEE SHEET Toe p� q 4 MO ryp, q q q p pt� p" , _ "'.S ',//✓. .. `'cV .8 4.0'' Z = Z N I Y a P } + 0 O p , , CLF 'Iir, w IG(�^ W ry F• - p NP ary , o LANDSCAPING +vp' ryp6 ryp ++y8 +ryp + + + F + t t + + t + _ - _, - 30. r ryp ryp. Mp rypq + vp. ryp p PLAN + p, ryq ryq ryq'p rygg, gtiry s 0°i 'I' p p�'p qq ��, ry `'vryq .::• " 6� �4.2• O a `pq so � SPHAL7 fV� 8 F I�W � i'<I '�� rc' + ry +....,,, ry O' '1•' ,�' tryp ._1�� O� p k p RI I 31: � ` p' ry "tp' VEWAY ^i� o a t F +yoti� - P a'C �DRV 1 ryp -i! Ui^ �S jt .,....-._ + DELA HAIN INK FEN,,_ �•..- -�....�. � - - "" - - - - - -.r - 3. ,gyp cp �" I�' a ��yy -ee�� //�� Tyr - - - - - - - .. . .. ,_.. 1Y09*.45Y1J0��Ii' _ _ - _ - - - - p p..`>, _. CLF '��:;„, o EXISTING CATCH BASIN REMOVE 170SF { „• r ryp o .o' 1• �1°p 8'- .ryq,. ry. CL TO REMAIN AND BE OF VEGETATION +::"`-,>'..,r. •, '� t'S ry 1,.0 �; 1 >I Z n.o PROTECTED,SEE SHEET t f �, Z READJUST ASPHALT REMOVE WOOD �rzd - ,� m � / 0 3 FOR ESC PLAN DRIVEWAY PER PLAN RAIL FENCE l` C , of :m 0 TAX LOT 9 - �:, a W Z - REMOVE CHAIN ?� P (.. laZ F" REMOVE EXISTING SHED LINK FENCE �, ;j I ,,�� � � - L*s REMOVE GRAVEL REMOVE TIMBER PARKING AREA WALLS AND BRICK ! m v! 0 WALKWAY 1 * C REMOVE 1'OF EXISTING II z GW ASPHALT DRIVEWAY FOR EXISTING SITE & DEMO PLAN SIDEWALK WIDENING BEGIN REMOVAL OF EXISTING 25 F-' 0 �• CONCRETE SIDEWALK 07014 � SCALE:1°=30" BOISSEAU AVENUE 1618 w 0 15 3(0 W LLJ Z) U SURVEYING NOTES -j Z .� � z 1. FIELD WORK WAS CONDUCTED SEPTEMBER 28,2021 BY SCALICE LAND SURVEYING,AND ALL MEASUREMENTS WERE TAKEN ON THE GROUND. (D ccn W 2. PROPERTY LINES,BEARINGS,AND)NORTH ARROW ARE BASED ON LIBER 12896 PAGE 0142 FILED WITH THE SUFFOLK COUNTY CLERK. z W ? 3. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD 88). 4. THE LOCATION OF UNDERGROUNID IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS Q 0 Z o W EXIST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. 100' 110' 110' /� NLd CO W 5. THE OFFSET(OR DIMENSIONS)SHIOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE r E // \ W ~ -i '?0 ERECTION OF FENCES,RETAINING WALLS,POOLS,PATIOS PLANTING AREAS,ADDITIONS TO BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTION. AIAIER / � Q M 6. PROPERTY CORNER MONUMENTS;WERE NOT SET AS PART OF THIS SURVEY. / \ / \ Z z 7. THIS SURVEY WAS PERFORMED WITH A SPECTRA FOCUS ROBOTIC TOTAL STATION. // \ // \ t g z lLl 8. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF ANY,NOT SHOWN ARE NOT GUARANTEED. / / 9. SURVEY IS SUBJECT TO ANY STATE OF FACTS WHICH AN UP-TO-DATE TITLE EXAMINATION MAY DISCLOSE. / \ / ? Co l N 10. ALL UNDERGROUND UTILITIES ARIE NOT SHOWN.PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL"CALL BEFORE YOU DIG"AT 811 AND HAVE ALL UTILITY LOCATIONS MARKED ON THE GROUND. // \ / %' \ W O Lu / LLI / so N6 PROPERTY OWNERS (5001 RADIUS) PROPERTY ADDRESSES & USES (5001 RADIUS) 1. SMB REAL ESTATE SERVICE INC 1. 56025 MAIN RD-BARBER SHOP,THRIFT SHOP,AND APARTMENTS \ °' GJ04 \ \ \ 2. CAC/PARTNERS LLC 2. 56125 MAIN RD-RESTAURANT \ a 0 3. WITZKE CAPITAL LLC 3. 56215 MAIN RD-JUICE BAR 4. NKK LLC 4. 56275 MAIN RD-BAKERY \ \ \ Q \\ 5. JORGE TORRENTO&SONIA TORFRENTO 5. 56365 MAIN RD-RESIDENTIAL > 5 6. EUGEN TOMASIC&MIRELLA TOMIASIC 6. 56475 MAIN RD-FLORIST7. ENCLAVE NT 8. LIRR MTA SOUTHOLD LLC 7.8• IRA TRANSPORTATION 9. THOMAS MCCARTHY 9. VACANT 1Q1 O '' \ \ 3 10. STOCKEN DEVELOPMENT LLC 10. 55765 MAIN RD-CAFE&STORE Oi\ O \ Y CV 11. CARLISLE COCHRAN&ROBERT COCHRAN 11. 200 BOISSEAU AVE-RESIDENTIAL \\ \\ \ O 12. EMILY COCHRAN 12. 270 BOISSEAU AVE-RESIDENTIAL \ ' A \ \ Q 0 0 13. PATRICK CULLEN TRUST 13. 300 BOISSEAU AVE-RESIDENTIAL o �j 14. C V MANAGEMENT LLC 14. 400 BOISSEAU AVE-RESIDENTIAL a� \ 5�� 7 \ \ \ N J > („� 15. 700 BOISSEAU AVENUE REALTY L.LC 15. 700 BOISSEAU AVE-RESIDENTIAL ?i 0 16. 1070 BOISSEAU AVENUE LLC 16. VACANT Airs \ 1`3 \ \ 3\ W = Z m 17. HOWARD BD LIVING TRUST 17. 985 BOISSEAU AVE-RESIDENTIAL 0 \ \ 18. TOWBEE LLC C/O SEA TOW SERVICES INTL INC 18. 700 HUMMEL AVE-OTHER STORAGE s aom =7 \ \ 9 D 1 19. COLONIAL VILLAGE TENANTS CORP 19. 55075 ROUTE 25-APARTMENT/CO-OP vl 20. SOUTHOLD FIRE DISTRICT C/O TREASURER 20, 55135 ROUTE 25-POLICE/FIRE DEPT O� Q \\ \\ 12 \ 0 O Z � 21. 275 BOISSEAU AVE LLC 21. 275 BOISSEAU AVE-RESIDENTIAL 10J a LL 5 V 22. DALY JOEL 22. 205 BOISSEAU AVE-RESIDENTIAL �� �, 6 \ \ 2 LLJ 23. MAJORS COVE HOLDINGS CORP 23. 175 BOISSEAU AVE-PRINTING CENTER ^� moo GJ \1g1' \ 4 LD 0 0 24. PASQUALE RUTIGLIANO 24. 55575 MAIN RD-BUTCHER SHOP 2��0 , 3 103 \ \ N ZZ Y 25. 55500 MAIN RD LLC 1 25. 55500 ROUTE 25-RESTAURANT �.`r-'�� d, 2 1p0 O > 1 26. 55560 CORP 26. 55560 HOBART RD-BEVERAGE SUPPLY Z� a 1 50' 162 't 3 � 0 0 O 27. SOUTHOLD HISTORICAL SOCIETY' 27. 54325 MAIN RD-CULTURAL&RECREATIONAL ao. �� 5 T6 150' \ LL O 28. JOHN LANE&LAURIE LANE 28. 150 HOBART RD-RESIDENTIAL 22� ti 7 ,.. , 29. JOAN BENKEN 29. 250 HOBART RD-RESIDENTIAL \ a�`" �s 10 85 ROUTE 25 1g5 r ��d 52 \ \ 10 1 D F- 30. CASEY PISACANO&CHRISTOPHER PISACANO 30. 370 HOBART RD-RESIDENTIAL -01 \ y 31. CHARLES URIBE&ELLEEN URIBE 31. 45 HOBART RD-RESIDENTIAL 2nJ \ 2q5 AD 134 (��j \ \ 1Q ;'` UUTE 25� Q 32, STEVE BELICH&VALERIA BELICHI 32. 285 HOBART RD-RESIDENTIAL \ �� jN RO �c� 33. MULLEN REALTY L P 33. VACANT-PARKING ZA1 lv�y p0� '1AT i9a, r ems- 34. JULIAB EARLEY 34. 115 HOBART RD-RESIDENTIAL 6 1 0 \ 36. ROCKIT PROPERTIES LLC 36. 55750 ROUTE P5 DCATERER 9 ELI g4 5 536 31 a' aou= 416 0. �" �O\ MAIN READ 45 37. MULLEN REALTY L P 37. VACANT-PARKING 1� mac, i9�3 33 3� cy, ter, \ 0 44 38. 120 COTTAGE PLACE LLC 38. 120 COTTAGE PL-PARKING '10 39. 622 CHURCH LANE LLC 39. 160 COTTAGE PL-RESIDENTIAL `Z5 `Z6 3 39 \ \ 40. JURIJ LESHKO&NADIA SVORAK 40. 220 COTTAGE PL-RESIDENTIAL yo ms -'A �3 (�'� ��6 �9, \ 33 &3? 41. KATHRYN PULVER 41. 300 COTTAGE PL-RESIDENTIAL 42. ALEXIS L BARR&ANDREW Y KURIITA 42. 385 COTTAGE PL-RESIDENTIAL \ -9�� 0 43. CHRISTINE WATTS&CLAIRE WATTS 43. 315 COTTAGE PL-RESIDENTIAL \ 'ZOJ `r �� s >z� ^g9 or' 1p8 M 44, MULLEN REALTY L P 44. 55980 MAIN RD-CAR DEALERSHIP �� cr �� ORS 6 T- 45. RWM ENTERPRISES INC 45. 56340 MAIN RD-ANTIQUE STORE \ 1 ter, 31 '� LL 46. RWM ENTERPRISES INC 46. VACANT \2 30 `_ oo, O 47. NI CO HOLDING LLC 47. 465 KORN RD-RESIDENTIAL \ ��, 48. MIRA DOUGHERTY JOHNSON&TIIMOTHY WOOD 48. 340 LOCUST AVE -RESIDENTIAL ' 49. SCHELIN ROY A JR&SCHELIN JO/ANNE K 49. 385 LOCUST LN-RESIDENTIAL ds 50. GERARD V ORIENTALE&NANCY P1 ZITO 50. 295 LOCUST LN-LANDSCAPE CONSTRUCTION 51. GARRETT MOORE&MARGO MOOIRE 51. 165 LOCUST LN-RESIDENTIAL 52. SOUTHLAND CORP 52. 56480 LOCUST LN-7-ELEVEN W co 500' RADIUS MAP 200' CURB CUT RADIUS MAP NTS NTS i EPLAN C�D0W[EDN 2 0 2026 Iq � LO M N N N NUTHOLD T01A1N O O O OQ N N N WINGGBBOARD � Lo Q 25 < I c') cn� S � �lCd �tC S 11.0' ij ? '� �NO Lu W O O O O O 0704 w 1' (� i co = W CONTRACTOR TO PROTECT AND CLEAN ALL 1619 "' Z ? ' N M W co o co � N EXISTING CATCH BASINS DURING CONSTRUCTION - g > > z W i' j of N M t+> Mtn TAX LOT 10 NYSDOT TYPE 4-SHEET 209-03 9 o g <� ;`! 0 o O o 0 0 0 STOCKPILE AREA AS NEEDED.STOCKPILE SHALL BE -9 m=� i, WITHIN EXTENT OF WORK.STOCKPILES SHALL NOT BE W I a &3o 11 CONCRETE TRUCK WASHOUT SITUATED OUTSIDE OF SILT FENCE.CONTRACTOR TO DURING ACTIVITIES ONLY z I , y `z0 I { v DETERMINE FINAL LOCATION IN FIELD. CONTRACTOR TO DETERMINE -NYSDOT SHEET 203-02 SIZE AND LOCATION srK cR ff U ; +m U ` 'c Z' Q O m Z 0 0 o I • ti't' c 3 (n Z WDRF �- AVEL DRIVEWAY y i o,,• V Z O 2RF WDRF 6'STOCKAD °i IF aS ro W 11.1' j W W > -"- f 2.2' WDRF WDRF E FEN. in 6.1'� M y`�I .7 �' r--- J '-)w > co W(� S090 f fv 1.6' Z� , r I j[9 I Q 0 I- Q =- .___n '-_.. - .ry '� "Y'"?'";'"'.^a" `YY'y_�.'^•.r``,r'a�.�'.X -,>'-rh 1""Y",Y'"`C`Y", Y^'..'Z v"y Y"�',"'t'mY'"'s 0 "Y"Y""t''"Y•,iP`" y'y Y"Y"Y'_t'n'Y"T`Y`1. u o ' V � Q x Y W --� v v RF s fi�'_Xti ^�E_,+ �_Y is DCic. b�f 777.39 }�� A ? - 1 ! �x e x °. ' X-X-X v v v v X-X q bf v v v v ,-X- "-v v v v X -X -�C, X � WDRF , a,F'L 4�W00�AID FEN.,�.. 'Lb _ E X- 7.. _.nbb HEDGES„ �y? •�Y ,LL ._....t,_a._,..._..„»..m•--»._-_✓1"a a 'a 7� 1 f) 0- 0 0 U WOOD RAIL FEN. WOOD RAIL EN. M1 b 'l ' x x x x x z p �- - - - - ,_. N +} �� ry ._, ti.° 9 ry'1° f 0.�° WALI. '+ \ .._. y .^f ., ' x So b} ... .. - 1 •� ! '�`" }� b* r ...�-: "+ ` }} X �,}°, �qy, + �y..-- bq yM1 +M1 +0.5 M1}'� 6`�9+/ O.2' 71MBrR WA -_.�__WALL _ w ,fiSPHALi M1 +yb 1.8' -ASP ACT y°TIMBER WALL p �i j ASPHALT ...t_, •�'�, 5...... _, a M1q+ry } +y5' v- M1'1 M1M1 + +M1 M1 LL-- ,' " b' R€ttEWAY_.. ,''..,� ..,y< VEWAY +M1y. �1' .I .. ,` PARKING ` 0q ,}- O e1` 6tioh M1q. .J„ .l..,F..l.h....E..,R._rC.. b }M1 }'L P ryb' s r MBER"WA ,' �' O t� +., }�i ryq + ,M1 ✓ .� R... AA_,, ,_J 1.i_ .J.h Jt."V�. -A ZZ�.. 1. 4..t. .i. M1. ry� ., ,w } t _y_,d._.3...>`.,J..d�'� ✓� A..i�.... ..,f.,h.R..J-,.A„..,t._f,.JwA,.,h f.r..l•,.._x_?...A,<J�..s +M1 +M1 1 M1 + t +_�7. LL••- � WALL L'Z cil co PAVEMENT 16 # }°_ •� + ryA• .r + t ^•ye +ry� 1 ba r •"'"`64fv _ �' } � � 6.1' G c"`il ry5 436, 4!1 ! k _ I N }y ! _j =f 6 PARKING SPACES s 4!1 ao h x t 'i 4 ._�'IMBER 0. a /y ar• ry + I e } M1' a 0 b �,� � � a e a' WAfIL � � !+y -t, r r rr 9• O. M10 t =L �, �'S F �, } 9� 'L•' 2 W }m' M1a rr tM1 M1q• t + rr f ryM1. h a� + ti th oa \. ! \ _ . r aRa'Bmp'lai R a x I + , X + + y cf +; rF- �i t ;, 2 lSTORY 1'RA t' > a�' ✓-_<r._._ 1 >;. �\ di o +� 110 JI580 R I to M1' '1 b1 t y� Q l •7 1 ME m m / 11Mf1E - •" `I DOUBLE YELLOW LINE 00 TAX LOT 26 M1�. tM1 M1 ,t y m 6 'L 25 rr WA CI + rr A e a e ✓ + o� h9.__. ..._., 1 ; t `i €Mtn., f?,41 r( w LL ryM1e LLJ ? t9 U r *\ r } ., " M1 � A: 'h _.._, b RAMP o \` +•- i ry �f . � + W �t - r ai a q• X b' '1' i `, ( I,/ {�'R• +�'.___ yb 7 t; a l •} i 'a 6,M1 A`�`'4'I ,' OF PAVEMFI 77- - r., � +M1 _, +M1' _'4..,. ci E11GE = z 2� rn `' O e, / 2ND STOR `t 25.2 '4 t 1 r 7 , :` : ,'3,' Z .._ O LLl (> A / I + +M1 ryys 0�e rye ry0y ry0� +M1 }9 bq e ti h/ \ 10 h ST Y }' i W w: ✓ o I O 1 "::.:.» =, i 1 -- ' - e + M1. t , M1. - o b } AM1 DECK i S o m A o `L q M1 t M1 + ry' °A HALT 1 b WO STOR` ,� I I } 'A [UWP J �v O r t M1 ''�._. M1 + ^. SP OD P , , vi r r, :`f+ d c)< � ry } /,• +M1 + \ ya + e + °. E \ �, M1 + + +ry 2 PARKING I-- z ' M1 L a O CSC +} /qjl �, + ._.... „�+ + , `i ,,, ACES LA7. \ t y d° .^.,1a"° X mo,0 I 1aPgl b > ; t '-•'/ �`• _ ., cf m t tt �I•Lb W1: «1.6'4.0 7 1% } .sue.... -/ H « 1 ..' ✓ ,� qd° I.,,.am"' tM1 }9 a bry ^ + t, t1M1'L { `,M100°` M1y9� ll ,.--� 10.9 14.( if +M1b' M1e6 M1b eh M1 1 t� ` t __ 1 !T' 1 q M1A d +M1 X + '+' M1 6� �`'b .ya '' '.-� �, �✓ t ,:,t, i'd. s t t / ._.._...___.----- 7.��.� 1 ? _ + +ry i° +M1 �'� +ry^ A �° rybk .1; r.�''"'`� �,�... d, / 3 i \ - wood - t k;% i ,a' o ''Fs, a.',. M1 M1 ,; hA P°-._._.__.._._MP_ t WALL I�, ^'y �. // '�} I a +.1'1 'L b9 b .1.. / -�, y Aq= �� t t , ' t s *b 6, M1 - RA t w _ cl, +• 1 �J \ M1 A y + + M1 `t,:,�'�a !.(^'ems/1 S',�a�4''�•�_^. M1 i ,.� .8 i � `1t .:;»,'{a, M1 b aa ` ,+yob • / °A, t +M1bo t' _ ''-�_ .>e:.<+� i' -�_., 4, ). , t '` ;;, + ..._. 74.8R. l y*%x"- />;f t.1' .e;a.a x' z M1� z ,€ t • 2 'S � t y - ...r,. .. ___.. .._ AO ryg g , gg y, ,y r' bb g y = t _t ^_* i h s .. \,S"M� CLF t .. 1 .... ,.......,� ,c r ~-W Zil VY I' 1 �Y + X + M1g + +ry g, rye' M1M1' M1M1. ,yM1. 1ti s ga M1 bM1 h9 �•. ^ .. _ 'k:.:..m-r.;' +M1� i.... a ��y9" A° `o DR PHALi 08'� I 3 g 41 ` ' __.... _. ...__....._.._._ t + .{,,y + 4ry •FM1 - - rn M1g -.(ems... ., DRIVEWAY t e ' 4 O IY �42' 191 9 _..,,..r rn m b� ._ _,_ '" t V g x�MI +yo --�-�1 ""--' -. l M1 DEI: P 4'CHVIy LINK VN. __I / ryM1 +r) f� <it a.j 'ZI v v v v'"",... v v v v v v v v k.- ,. 13.2 M1' g m. til b� 1-Y1 a l ;. o f ff X -X-X X-X-XX XX-X - -X X X X_X X, X-X-X-X X X-X-X X-X'"`"'"X.- -X- CLF �'�•° r. ml N a F i� 4 11 � i = N09 25 00 yY �- ,�• O1; J Z :`m f f, I - 6u Q STORAGE OF MATERIALS SHALL BE ,,,"; i0•,'F ryg+ + W �� 0 o WITHIN EXTENT OF WORK.NO STORAGE PROPOSED STABILIZED CONSTRUCTION ' '`t : :ryM1' M1�9°4.0 71 11 p � ? .j Z PROPOSED SILT FENCE- 5' < t 11.0 �/ ENTRANCE FOR UNSTABILIZED PORTION N ( LL OUTSIDE OF SILT FENCE.CONTRACTOR ',- ' J r, NYSDOT SHEET 209-01 OF SITE-NYSDOT SHEET 209-05 r�•`• m� �?� Z Q TO DETERMINE FINAL LOCATION IN FIELD. :" �:.`BRA •^ ?+ t + Uir CONTRACTOR TO PROTECT AND CLEAN ALL a TAX LOT �# EXISTING CATCH BASINS DURING CONSTRUCTION ' ' ib j�m O NYSDOT TYPE 4 SHEET 209-03 o CONTRACTOR TO PROTECT AND CLEAN EXISTING 1.+ I.. 0 R U TREE DURING CONSTRUCTION -NYSDOT TYPE 4 O N SHEET 209-03 �( ' W z w r? O � z EROSION & SEDIMENT CONTROL PLAN _ _ _ _ - _ 0704 o Q SCALE:1"=30' BOISSEAU AVENUE 1618 � � z 0 15 301 NYSDOT GENERAL NOTES NYSDOT ITEM NUMBERS e_ L11 1. BEFORE CONSTRUCTION,THE CONTRACTOR SHALL COORDINATE WITH STATE PERMIT ENGINEER 12. MINIMUM WIDTH OF ASPHALT RESTORATION SHOULD BE 4'FOR PROPER COMPACTION.ADD 1 FT ITEM 203.02-UNCLASSIFIED EXCAVATION Li C"1' REGARDING APPROPRIATE LOCATION!FOR SNOW STAKES SLEEVES. OVERCUT FOR TOP COURSE. ITEM 209.13-SILT FENCE-TEMPORARY L Z) O 2. AFTER CONSTRUCTION, SIDEWALKS AND RAMPS MUST BE EVALUATED FOR COMPLIANCE WITH 13. ALL COLD JOINTS TO BE SEALED WITH HOT APPLIED SEALANT. ITEM 209.22-STABILIZED CONSTRUCTION ACCESS � } CURRENT ADA STANDARDS.THE PERIIMITTEE OR HIS DESIGNATED"DESIGNER OF RECORD"SHALL 14. TACK COAT IS REQUIRED BETWEEN ALL LIFTS AND JOINTS,REGARDLESS OF WHEN PLACED. ITEM 209.2301-INLET PROTECTION FIELD VERIFY THAT THE PEDESTRIAN FEATURES (RAMPS, SIDEWALK, ETC.)WERE CONSTRUCTED 15. COMPOSITE PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH THE CURRENT REGIONAL ITEM 304.10119917-SUBBASE COURSE �,,;, 7 j OU TO CURRENT ADA STANDARDS OUTLINIED IN NYSDOT SPECS SECTION 608 AND RELATED STANDARD PAVEMENT REPAIR GUIDE SHEETS. ITEM 404.0981-TOP COURSE C� SHEETS. SUBMIT REQUIRED DOCUMENTATION TO THE STATE PERMIT ENGINEER BEFORE THE 16. NYSDOT GENERAL ROADSIDE SEED MIX SHALL BE USED FOR ALL GRASS RESTORATION. ITEM 404.1989-BINDER COURSE LL _j � Z WORK CAN BE ACCEPTED AS COMPLIETE AND THE PERMIT BE CLOSED.THE FEATURES THAT DO 17. APPROVED ITEMS CAN BE VERIFIED AT WWW.DOT.NY.GOV/PIC.STANDARD SHEETS ARE AVAILABLE ITEM 404.2589-BASE COURSE -'••-••••'•• t NOT COMPLY WITH ADA REQUIREMIENTS UPON COMPLETION WILL REQUIRE REMOVAL AND AT; STANDARD SHEETS (US CUSTOMARY) (NY.GOV). FOR MORE INFO, PLEASE GO TO ITEM 407.0102- TACK COAT C� ._ M W RECONSTRUCTION. WWW.DOT.NY.GOV/PERMITS ITEM 520.09000010-FULL DEPTH SAWCUT ? I rn ? 3. THE CONTRACTOR SHALL CLEAN EXISTING DRAINAGE BASINS ALONG AND IMMEDIATELY ADJACENT 18. ANY UTILITY WORK PROPOSED IN STATE HIGHWAY RIGHT-OF-WAY WILL REQUIRE SEPARATE ITEM 608.0101-CONC SIDEWALK AND DRIVEWAY Z N O TO THE NY SITE FRONTAGE DURING! AND AFTER CONSTRUCTION AS ORDERED BY THE STATE APPLICATION AND SUBMISSION OF RESTORATION PLANS.FOLLOW THE GUIDELINES OF OUR UTILITY ITEM 609.04010510-CONCRETE CURB Q co Z o W ENGINEER. HANDBOOK, BLUE BOOK TITLED, 'REQUIREMENTS FOR THE DESIGN AND CONSTRUCTION OF ITEM 610.1402-TOPSOIL,ROADSIDE N W 4. REPAIR EXISTING SHOULDER,SIDEWALK AND CURBING AS ORDERED BY STATE ENGINEER. UNDERGROUND UTILITY INSTALLATIONS WITHIN THE STATE HIGHWAY RIGHT-OF-WAY'. THE ITEM 610.1601-TURF ESTABLISHMENT,ROADSIDE W L °,°O 5. ANY SIDEWALK PANELS OR CONNECTIING PAVEMENT THAT HAVE SETTLED WITH A GREATER THAN APPLICANT SHOULD CONTACT MR. JOSHUA ECKER (631-369-2231, ITEM 619.37050009-MOVEABLE BARRIER SYSTEM ~ ? O O '/4"LIP OR CRACK OVER 1/2"WIDE SHALL BE REPLACED TO MEET ADA REQUIREMENTS. JOSHUA.ECKER@DOT.NY.GOV)FOR FURTHER DIRECTIONS REGARDING UTILITY HIGHWAY WORK ITEM 633.13000010-SEAL PAVEMENT JOINT (D �-Z 6. RUNNING SLOPE OF THE DRIVEWAY WIITHIN THE RIGHT OF WAY SHALL NOT EXCEED 6%. PERMIT(HWP)APPLICATIONS.THE UTILITY HWP ISSUANCE IS SUBJECT TO ISSUANCE OF THE HWP t Q 7. CONSTRUCTION MATERIALS AND EQUIPMENT SHOULD BE REMOVED FROM THE NYSDOT ROW AT REQUIRED FOR SITE WORK. 0 N Q -j u THE END OF EACH WORKDAY.MATERIALS ALLOWED TO REMAIN ON SITE MUST BE STORED OUTSIDE 19. ALL PROPOSED ROAD IMPROVEMENTS DETAILED IN THE SITE PLANS MUST COMPLY WITH THE THE VEHICLE CLEAR ZONE. LATEST VERSIONS OF AASHTO,ADA,NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL WITH THE W O 8. REMOVAL OF THE EXISTING CONCRETE CURB SHOULD BE DONE FROM THE BACK SIDE TO MINIMIZE NYS SUPPLEMENT(MUTCD),NYSDOT HIGHWAY DESIGN MANUAL,AND THE POLICY AND STANDARDS Z Z ANY DAMAGE TO THE EXISTING PAVEMENT. THIS INVOLVES PULLING THE CURB OUT FROM THE FOR THE DESIGN OF ENTRANCES TO STATE HIGHWAYS ('DRIVEWAY DESIGN POLICY'). ROAD 77 BACK AND POURING NEW CURB UP AGAINST THE EXISTING PAVEMENT. IMPROVEMENT PLANS MUST PROVIDE ALL APPROPRIATE NYSDOT STANDARD DETAILS AND NYSDOT Z 9. ALL NEW OR RELOCATED SIGNPOSTS(MUST BE INSTALLED IN PVC SLEEVES. STANDARD ITEM NUMBERS. 10. SNOW STORAGE STRIP AND SIDEWALK RESTORATION MUST MATCH THE ONES IN THE 20. COMPOSITE PAVEMENT RESTORATION SHOULD REFER AND FOLLOW NYSDOT REGION 10 �J- W NEIGHBORHOOD OR ENHANCE THE AESTHETIC VALUE. PAVEMENT REPAIR DETAILS(DWG NO'S PR-2A TO PRA0). U 11. PAVEMENT RESTORATION SHALL BE IN KIND. COMPOSITE PAVEMENT RESTORATION SHALL BE 21. ALL DRIVEWAYS AND SIDE ROADS IMPACTED BY THE WORK ZONE TRAFFIC SCHEME SHALL BE KEPT TAKEN TO EXISTING LONGITUDINAL JIOINT. IF ANY DAMAGE OCCURS TO CONCRETE PANEL, THE OPEN AND ACCESSIBLE ALL THE TIME. CONTACTOR WILL BE RESPONSIBLE TO REPLACE THE WHOLE PANEL. 22. NYSDOT GENERAL ROADSIDE SEED MIX SHALL BE USED FOR ALL GRASS RESTORATION. 0 25 r ? PROPOSED UTILITIES WITHIN THE STATE 0704 ROW BY OTHERS,UNDER SEPARATE UTILITY SIDEWALK CLOSED AHEAD HIGHWAY WORK PERMIT FROM NYSDOT SIGN-NYSDOT SHEET 619.321 1619 i m ? SIDEWALK DETOUR SIGN '„m 7''.t I,t77' 1C1 NYSDOT SHEET 619-321 ? EXISTING 7 STANDARD ;'�,z� O PROPOSED BICYCLE WARNING W r r� PARKING SPOTS AND(1) (1N11-1),"IN LANE"(NYW52P), o if I ii ADA COMPLIANT PARKING AND"AHEAD"(R3-17A) ? ' j SPOT TO REMAIN & 'I (? i1 ;� U _ A PROPOSED BIKE -_".- -- V-�-- PROVIDE ONE 1 MAJOR STREET • 4;FED TREE-NYSDOT SHEET 611-01 �'i ` o flf' �.T PARKING SIG N _........,_. _._....._-_.__ ... _�._....___._ - - (� ? N S09 25 00 '�'' 4 Rai€€:b. 1 / ' c' _..1✓` 4 YY Y r, \ �,. 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'• w W - E E E E E E E •`E� PL' 1� : ��ry H'<.�.• ,,,...d•4, " •:. w ,. E ':E ':.E.. ,...E -,E W Ew w ✓ E I€ 'l t r v ✓ W W v. W W V v .. a. W W v W ✓ w v .. w W v w w u w w V w w v • v • w W v I d ..._ ___ •1''d 1 1? `-rr'W� N N T r- x` w x-z;x-z w w w T�,.._ _{ w „yU--''� !^•1. 1 !I�!I t - (`� w,' I d ✓ w w w w w ,. ,,, w .,• ✓ » .. -✓ w w w w Y w d .. w d .. w ., ,., w „ T • d O t I i � � t 7✓ w v �l.,Gt w i W -..._.`-,♦_ �JI f�' ''"� '" J Y w w w w w .., w W w w ✓ W W w W w ., . ., ., v d. w \ v ° -. ,....- •� :,:.' (�1• {�i` t � W 1 1 O Y PROPOSED 6-UNIT RESIDENTIAL BUILDING s P;A.4K=,;,1,s-:A„E <•Py✓/J� w d';<`;?tr ��, 1 -u.�' - ✓ r`fi ! 2 PROPOSED ADA COMPLIANT w w :,ls w w \ :� c'- _ _ T7' GE �- Z •. :... . d ✓ w Y Y w w w w w Y W Y d Y F.F. EL. 28.50 ✓ I u�' `•+/ ?i \ \ \' ` C m w � ' I I L ? P ;ry CONCRETE WALKWAY TAX 1:�f tiE, w PROPOSED BIKE PARKING W \ \ (� a w w W W W w w .> . w w .. W w w W w w w S.F. 7 061S.F. w i { ` � "U RACKSP I �•. '\ r?:�4;Lrr`\ 7\, \� a .r.__._..y„.__-.. Y 1 i ` \ `lA t EXISTING PARKING '^ M 2 PARKIN LOT O N w � `';,��'�, }} '� _' I � O w ✓ w w w W w d w w y w w d ENTER SI ( ) a w ✓ w Y w w \ t r W 1 I? LOT SIGNS TO REMAIN w ' ILL 5 W-.. „ .. d <✓ w w w w w wv v w w w w .- J' w r W w W w .✓ w w w w w , " w .. .-, rItF3,A;� "'�,r 7\ \\ `1 l ,>\ ` �'`(` a-1_l':w7j.J I w • �J (`. v J ✓ w W W w w, w w w w v w w v W W Y W w w W w w v w V • • .: • • , - ., 1 .. l , W \\7• \ \� \l `` `7 ("t` �'\�''Y I?r _, _.-....._ U .. •. .• I. _ ° 41 •. 1 . •: . ' L, � I •'a 'I I 4 .I 4 1, Ai.P;,p: ; w yr€ ••"..: Y d w y d w Y w ., w w .✓ w w Y w w W w d w w d w .. w w o O EL n 0 O _�-n o 0 n- -~n p '� n _a �' p R_�t O •10 n- _i ., \ ( I'l i : • GNAGE TYP " - ;.fix e •'' w w ✓ w w w w w w - - - F PROPOSED ADA COMPLIANT c:`-x ;rL, < \ \ I ;f:r, . 3 ;. /ow; J, w w w •Y d w ..• w w d w Y w Y W ,y�' O PROPOSED PEDESTRIAN t _ r,a;v,:,t' ' f Y"„-:•-; ` i t '\ �. ,-; .��. I Z V U� y w w w W a CONCRETE WALKWAY r,., A'r1 ` �, \ \, -r' ) '" B CUT 1 P- h t�� w W ✓ w w w •r . W w w W W w w W w W W W w Y • CROSSWALK - w , , t �. �, d m•/ I I Sj, Y r` ..r W a_<;-. i t1 r M J ✓ ' 2O w 2O w Oz O2 2O 2O d ,;, OPENING TO N ll , wa w Y w Y e .:_. y , � O O y.,..y w ' Y r d .✓ V W J• ws W W w d W w J w .r J -Y a v w • w ..'° °F. +�� Zt G`..� Mt4f..-..__..yvue �I I I i /, N..tij;i W , w d• r w v v v w w v v w W w W •! � �� v Y 4 W ✓ .r./J 'W v v W `\ i§'fj�i 'Lx= 3 ' i '✓ A DETAIL O w rt w ✓ ,• w . d , ,y uD k,4' 'lt\,l ` LL I I (I 19(APRON 2) O W,�,., , rr I 23 � .�'. I W w w .., w d 4 w w r y w w w ✓ ✓ w y w w r v W W v v 4 '+1:f, Y 11\ ,�`� ` `� o ly ;I�1 t/ I °'„I w w W .. w W .. w w w w w W ,✓ w w +: ,> u: .) i 1 O %,n: ^j c,r.n;':: R,,\ti, .P._ ._t 1 � 1•g A�•, lt\ d w w � li• a w \d a' EXISTING CURB CUT �- .-• w w w w w w ✓ w ✓ w w \ 0 0 o d o m o 0 0 0 r ,__ _ 'f I i i! v, 't OPENING TO REMAIN,SEE DETAIL Q W w w W r"`.a• 4• �, Plt II1,.1 ) w .✓ w ✓ . w w - - L� _ 23 (APRON♦ w w w w .., w w v ✓ .: w Y w J w W V W w v Y w w .- W v - e . w ^, v •+ w w d •Y •Y w Y- � _ I ( P O W w •✓ W w ., V •:• ✓ ♦ w v ♦ • ✓ -✓ v J • w .y 9 A 1 r 1 V 698.35 N04°20 ` ., ?� I I' I! ;� o -f ft - - - - - - - - - - - - - - - - - - - - f y It ii; 4.00'?;' f U I ;: TAX LOT P N09 25 00 >0 W t ► ? 52.35 _ PROPOSED PEDESTRIAN NOTES: CROSSWALK 1. ANY EXISTING SIDEWALK PANELS OR CONNECTING PAVEMENT THAT HAVE SETTLED SIDEWALK CLOSED SIGN- ? WITH A GREATER THAN"LIP OR CRACK OVER� WIDE SHALL BE REPLACED TO MEET (PARKING STRIPE ARROW NYSDOT SHEET 619 321 \ 7 (TYp_g) PARKING LOT"EXIT ' � ;. I, (`> (�m ADA REQUIREMENTS. SIDEWALK DETOUR SIGN - �, ' Z 2. ALL ASPHALT PLACED IN STATE ROAD SHALL BE'SUPERPAVE'WARM MIX ASPHALT, ONLY"SIGNAGE(TYP) r. + NYSDOT SHEET 619-321 ` t f ?3 AS PER EB 21-047. �s if '« M 3. ALL WORK IN THE STATE ROW SHALL BE ADA COMPLIANT AND REFERENCED TO t1 Y j PROPOSED 5'WIDE ADA NYSDOT SPECIFICATIONS,ITEM NUMBERS AND STANDARD SHEETS.REFER TO PAGE ; ;l ! ' COMPLIANT CONCRETE 8 FOR NYSDOT DETAILS.ITEM NUMBERS CAN BE FOUND ON THIS PAGE. it �' > SIDEWALK-ITEM 608.0101 0 4. REFER TO PAGES 10-13 FOR ALL WZTC SHEETS. PROPOSED TEMPORARY ADA COMPLIANT ' NYSDOT SHEET 608-01 5. ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10AM AND AFTER 3PM.NO LANE PEDESTRIAN CONSTRUCTION PEDESTRIAN DETOUR- fil ' CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS.NIGHTTIME LANE CLOSINGS WZTC PLAN BARRIERS-NYSDOT SHEET 619 01 NYSDOT SHEET 619 321 25 WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE PERMIT INSPECTOR. - - - - 0704 6. BETWEEN THE FRIDAY BEFORE MEMORIAL DAY AND LABOR DAY,NO DAYTIME LANE SCALE:1° 30' 1618 CLOSURES ARE ALLOWED,AND NO NIGHTTIME LANE CLOSURES ARE ALLOWED B O I S S EA U AVENUE BEFORE 10 PM. 7. BETWEEN THE FRIDAY BEFORE MEMORIAL DAY AND LABOR DAY,NO LANE CLOSURES W ARE ALLOWED ON FRIDAYS AFTER 1 PM IN THE EASTBOUND DIRECTION;AND NO 0 15 30 = LANE CLOSURES ARE ALLOWED ON SUNDAY NIGHTS IN THE WESTBOUND DIRECTION. U) I i mI-Eter=;nv 'T � u') In JAN 2 0 2026 " " " " 0000 N N Q N SOUTHOLD TOWN LPLANNING BOARD r u') � 25 0000 Y It 'IT z (r' I fb` �o � 2 LLl00000 PROPOSED 14'X 10'DUMPSTER ENCLOSURE 0704 '-1' + N = w � N N N (V N WITH 6'H CHAIN LINK FENCE ON CONCRETE 1! j e N o W °O PAD(TYP),SEE SHEET 8 FOR DETAIL. EXISTING(6)STANDARD 1619 o 0 0 0 0 PROPOSED 130LF CONCRETE TAX 110 J: 10 PARKING SPOTS AND(1) � it ^rZ� ;j w RETAINING WALL PROPOSED ADA COMPLIANT PARKING a i i +` �. ,i ) O CONCRETE PATIO r SPOT TO REMAIN aw 1 1 c: ) (TYP 6) it G co PARKING LOT ( 1 ` z ENTRANCE STRIPE Y„ ' + PROPOSED 6LF OF 6' PROPOSED BIKE '"� _. ._._ ,.•,.:. Darn'�A,' j'I " li o O O �'s'.:cwar 4;, ARROW TYP-2 j!"II li UJ w Z > HIGH PRIVACY FENCE _.._....._....._...... -- Q win �rry(y /�/� �n PARKING SIGN ._.._ s _...._-_.._....._--- _. i w Q - /.7 Val o25 all Cl t�,.!_. Wr(_ �n; „.'., f ?:: Ai, �f•t: ...FR (TYP-7) , ,�. ."._.. r� ti".",IS ._.._-_....._._.....-......-_______..`. .......................___._.. .... '� r nrt' +� i i j�'t` 'r (� n; �. fi ( i! j m O u w w w w w w w w w L w w w w ." ., w w y w .. w / y +" , w w e w w w w w v w w .• .. » w w w ., w w v + w u y,,lk;:,r u � �t ij'� - U � R.• Q 1 1 1= r I; 1 a. v w w w w w w w v Y •v w w v w w w w w w w w / w W w w w Y - w w k>r iA__;�i j ,<-._.F.' :,j r •a , f ASPHALT W Y !• ,: , J w L V w w w w +'+ w .: , w W ', '+ w w v w w w ,6 w L w w w e Y 21 w ° w w' w 'f __:, v, • A W.. w W• r •.. , 41 27 17"SIDE YARD l ..1......,et ... * w ;, .il �,,a/' l :, \ 1 h't•J' K1 ,.^.- >�°• I U /d/Y w \ i ` 1'.� •t , '" ...r-;-,..,,r i�` 4. ,,,....r_. _*'I' 1 j t; Y wlw w w w w w Y w SETBACK v w w w Y v w w w w w w w w w PROPOSED 6-UNIT RESIDENTIAL BUILDING Q,, , ti , :;._.__. " i �� w w w w w 'L w W 1PL N r w w Y w w `. I Iit,f1V W v I',.,i`' i\ `l, __ _` ;I r i Y.) COTTAGE y' w w w . w ✓ w w w w F F EL 28 50 e l �+ •+� / w Ti i % 1* Z;A ,.t'�' jt- ..... _ e� PROPOSED ADA , ` �� > >( .., `� "t t, ;t _ r _ _ Q'� �/ "'-n w E •Y w , v w w `. w M w w V w v ti, w w w W _'" - w LIMITS OF DISTURBANCE w w w w w w w ' S.F. 7,061 S.F. COMPLIANT PARKING'SIGNS w w w w PROPOSED BIKE PARKING ,LIMITS OF DISTURBANCE \`\' ,�� w ✓ ( " ,;; i .l 117'`'r; •,�K� it i (\ . „t=„ _..� .Y t °'a':-_ U RACKS(TYP 2) = F ^\ im,+:' \` vc - y Y w Y w w w w w w w 00 AREA=40,359 SF Y w w w :... Y w / w \ \ \ F, " J �' EXISTING PARKING „ AREA 1,732 S y `' --,.., � In w w w w w w w w w OR 0.927 ACRES w w Iw w w \ 1 _ ` `_}.;! _; w f >i r LOT SIGNS TO REMAIN x: - ,•,., w4 1 a. .• ° `1 OR \- � u;i"-i `, '`:`i •'� � � `� � "'"s ''• i _ :_ Z •� rn � � (X w �w s ,. Y + w w + w w v ' v w w w a w w i w w m L w w w w •r • a • d d 'd " \ \) 1 j, -� i \ A r'.+p" ,4m. -;'�._ _ '1 `•t l\', `� j li tTs!1:2 a _ r_' h• Z• S.I.r,l .::` , 1 ii,u:, w .p,t ,z O U -'a 1 PARKING DO NOT _ i tl r r� , , , � ..:.." , f r w r e • w w ✓ u _ y K , ;=_ 1 `� w lw; - o v w w Y w w w w w w w w u w w PEDESTRIAN ----- SIGNAGE Fyt!.tii::;:J": ` 1 i j- ge - .. "C� . w - ``l 1 r r �!F -a.Y �' PROPOSED PE S ENTER S L T E(TYP) „ ... , w PROPOSED ADACOMPLIANT w ---__ ;`FL •Y U; a vi R.' • e v 0 �, O •, ----_ /eY .... {W w r U j^' f it I ,:' ! 20 w O2 O2 w O2 OZ w y l�2 CROSSWALK SIDE YARD SETBACK - \ ! 'i w qt rl ' ` J W w W w w w w w w w w w w CONCRETE WALKWAY, '` r - I <> \ m: j )� . ((�(�]'��-,�`1 �` •'•L..".__7w j It I - \.:/ \ � \ !.I_.-_....."4$ � ' � ,: M..t.(:!-1 W w w W ------- w w w „ w ✓ w v w A;_a. ji /:r, S w i v v •l WM 1 too � •._�_. •ci� •• \` `•, ` '.i.;� ..�N�_....:,. f ''G. Il 1 � .. 1 �l w Y t a w w w w v w w w w w , w ., w Y 1. 4 W \k, w Y 1 1 ._._.+...-.-wc._._...`,.R.s'.- \ \ } � •� j r Ij PROPOSED LANDSCAPING,SEE y PROPOSED ADA COMPLIANT PARKING w / v:;;;r;w,,,<:. •' a Gj w w , C�z .Y ` Y Y w J PARKING BUMPER(TYP-31) SHEET 7 STALLS ANID STRIPING(TYP) C� 10 - j w 1 I 'r • i JI ! 0 s r •-- w w w w w w ROOF OVER FRONT ENTRY WITH _'H EDGE OF PROPOSED I - - ---_ Lam- w w w w w w w , w 2 SUPPORTING COLUMNS(TYP-6) w w w w w w w w w ASPHALT PARKING LOT w w a ; ) .. - •a" .°. La w •I w w y L L .w • ..w w __ j a r jl',i 11 t , Gy it i;;j 7 698.35' . ,1 ;� 1 r Z F- O I •1 1 r i li` 1 .N09°25'00"� - - ----- ----- ----- - --- ----- ----- - --- ----- w --- ---- ---- -- -- ---- ----- - ND4 20 >p„� .1 Z `I 7`1X .GCJ't' PROIPOSED PROPOSED 9'X19'PARKING SPOT(TYP-28). PROPOSED ADA 52.3 ( ( , W (NOTES: ASPHALT DRIVEWAY COMPLIANT CONCRETE - -- ' I I i t i r J ALL PARKING STALLS TO BE SAME 11. TOTAL DISTURBANCE AREA=42,091 SF OR 0.966 ACRES.NO SWPPP REQUIRED. DIMENSIONS,SEE SHEET 8 FOR DETAIL. WALKWAY PARKING LOT EXIT ( 7•!1 " ' �'I ` 2. REFER TO COVER SHEET PAGE 1,FOR GENERAL NOTES. PROPOSED ADA STRIPE ARROW(TYP-2) ''; ;� Sri !it W Z PARKING STRIPE j (! g p !L 3. ALL APPLICABLE DIMENSIONS ARE TO FACE OF SIDEWALK, EDGE OF PAVEMENT, CENTERLINE OF COMPLIANT CONCRETE g Il ARROW(TYP-2) PROPOSED PEDESTRIAN v FENCE,OR PROPERTY LINE UNLESS OTHERWISE NOTED. WALKWAY CROSSWALK o ! jj1 11 *1 r^ Z �4. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. c !I ? 'j� J 5. SIGNAGE SHALL BE INSTALLED 18"BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT. m ,� +! I g I 1" 7 (S. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED PARKING LOT"EXIT !� I!Q Z Q J SHALL RECEIVE AT LEAST 6"OF TOPSOIL AND SHALL BE SODDED OR SEEDED. ONLY"SIGNAGE(TYP) ) Ij �11 W Q 7. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR A f+ CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE. (j ++'-"-. O Z REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD - SURFACE TO BE FLUSH WITH EXISTING. PROPOSED SITE; PLAN PROPOSED 5'WIDE 25 0- 0 S. ADA COMPLIANT ACCEPTABLE TURF,TDEVELOPMENT: IN THE EVENT HE CONTRACTOR SHALL RE SOD OHE CONTRACTOR R RE-SEED ALL APPLIILS CABLEO PROVIDE AN AREAS,AT NO - - - - CONCRETE SIDEWALK 0704 0 < ADDITIONAL COST TO THE OWNER,TO THE SATISFACTION OF THE ENGINEER. SCALE:1 11=301 B O I S S EA U AVENUE 1618 � � O. THERE ARE NO CURBS THAT ARE PROPOSED WITHIN THE DEVELOPMENT. 0 15 30 c*Ij z VW Ec � PROPERTY' INFORMATION PROPOSED ZONING INFORMATION PARKING LOT CALCULATIONS LLt � � z ZONPHB'HAMLET BUSINESS USE CALCULATION REQUIREMENT z O PROPOSED 6-3 BED 2 BATH APARTMENTS -� SUFFOLK COUNTY TAX MAP NUMBER: EXISTING: BARBERSHOP: 3 CHAIRS X(2.5 STALLS/CHAIR)=7.5 2.5 PER SERVICE CHAIR Z < ITEM REQUIRED PROPOSED THRIFT SHOP: 1257 SF X 1 STALL 1250 SF =5.02 1 PER 250 SF w ? 1000-0633.0003.00-026.000 ( ) OWNER:SMB RtEAL ESTATE SERVICE INC LOT SIZE S.F. 20,000 S.F 68,901 S.F. APARTMENTS OVER STORE(2): 2 UNITS X(1 STALL/UNIT)=2 1 PER UNIT Ire W LOT WIDTH 60' 95.44' TOTAL REQUIRED=14.52 �- ^ to Z LOT DEPTH 100, 777.39' cc\I (D ADDRESS: 560:25 ROUTE 25 TOTAL EXISTING STALLS PROVIDED: 15 STALLS-1 ADA ACCESSIBLE STALL&14 STANDARD STALLS Z j o Z SOUTHOLD,NY 11971 FRONT YARD 15' 295.78' co o W SIDE YARD 10, 10.00' USE CALCULATION REQUIREMENT a Z 04 W MUNICIPALITY: TOVNN OF SOUTHOLD !- W BOTH SIDE YARDS 25' 54.73' PROPOSED: 3-BED RESIDENTIAL(6): 6 UNITS X(2.25 STALLS/UNIT)=13.5 2.25 PER UNIT W -I BUILDING USE: RESIDENTIAL I- Q M REAR YARD 25' 219.34' BARBERSHOP: 3 CHAIRS X(2.5 STALLS/CHAIR)=7.5 2.5 PER SERVICE CHAIR Z p co ZONING DISTRICT: 'HB"HAMLET BUSINESS LANDSCAPE AREA 25% 48.3%(EXIST:77.9%) THRIFT SHOP: 1257 SF X(1 STALL/250 SF)=5.02 1 PER 250 SF Q (D `'Z APARTMENTS OVER STORE(2): 2 UNITS X(1 STALL/UNIT)=2 1 PER UNIT Z W LOT SIZE: 68,901 S.F.=1.58 ACRES MAX LOT COVERAGE 40% 14% TOTAL REQUIRED=28.02 MAX BUILDING HEIGHT 35' 17'-3" � N Q MAX NUMBER OF STORIES 2 STORIES 1 STORY TOTAL PROPOSED STALLS PROVIDED: 38 STALLS-2 ADA ACCESSIBLE STALLS&36 STANDARD STALLS W L O EXISTING BLDG S.F 2,282 G.S.F. Z Z PROPOSED BLDG AREA 7,061 G.S.F. REMOVE-EXISTING 8 STANDARD STALLS.KEEP-EXISTING 6 STANDARD STALLS AND 1 ADA ACCESSIBLE STALL. (D PROVIDE-28 STANDARD STALLS AND 1 ADA ACCESSIBLE STALL. z TYPICAL UNIT G.S.F. 1,176.8 G.S.F. W Q UNIT USABLE S.F. 1,067 U.S.F. � W U r I li i mm II ' m it Y TAX 1 f1'?' :C? 1 8 '`` Z" jl I !�i�o it 234.11' 247.50' Y 295.78' i`i I I 4 w _.._ 70.5T 7.6T 232.1T 7.67 v, v' r:ratrs. M _._.. _._..... ... _...... ......_._...._._... In m,;i zf r1 m ;. •`r>t- u'f :__�:` , "4• co co ui .....__._..._. . r--- �v/� ,. -.._..._._ - ......._..._ - f S09 25�OQ `l," TW=2956 �- ti: "'•. ;:•, ) � ,., ,,.", (;F,I: .'ter BW=288 286 'P' TW=28.6 o TW=286 28.0 "r.-._ , liE-v ,`.. " ppry N d "raj, I r ji tr. k,.: a BW=28 4 O M1 <•,ice:w 6 ti '1 q ; V.P g 777 G ...a. I 't (I ul i,r, - _.___..........! Z.._._.._-.,.._........_.....-._ .. .. _-_,-_.. ........... _. _ BW=28.1 BW=28.1 28 0 -.. A";:'t;=n'. I. - M1a - "o - M1- �} gb - - ? t 1!0 ry n i,...., _.... . cp , .._ �M1 I .G 00'- o 0 28.0 27.85 " bh - q " .. r,., > .. ....._ - + .A O �. ._... t, --'�'�'Nµ`�,� +M1 "-r-\ Arf'Nfil.i N � � ::.n ®. 28.4 ,. g � g" ,.. q -- k;s,x,'' � 23.1T �, •�. Ir' ?9r .....^ :1 x: I i" 'f'-. �.4 o ° �. e M10 + - -:.i ..qk' N g`'6 ih 24-Z .. y',,�C ._ .{}:; i Itr 284 ,� o , a q +M1 4• 28.4, +M1 ° 264 + .,+ 1 -.I_ "+M1y. '�'r`.6, ''ii:iY/;y F+M1 -r Rj 1 j i �' i r� \ ('ft-. • I _ { -, `}ry M1 - .a. -,n.•,,r>, - ... .�._._..r.-::_....... ..,, `d-I' ';7A��V3 ('1L 0 289 t'. .t b j / ,W- -r"r,#g.z:-.-:_:�,_'c.-- %'«•'' I I -'N , J g1, Og .y g• p9 +g g0 '� 0 + . t 0' 'r• g. ry '.ry'1•. M1�. c0 i %-z:%-z` If7 `7 r �,..., ry0. r -1 �� i , "-�-.-___-_. i + a 6 t g0 t-. 'Lq O �• t `I. 28 5 +• + , V' O ') f0 g ? + M1 �. h dd ' I O 28 5 + 28 5 , ag a: - h ;r" '',tcj1 \ \ ^ - I 1 7N Gil c M1g ,J .. MEET EXISTING GRADE ti M1 `� b. Gci o' 2. e� ^I Nl 1 g ry 22.94 M16e +M1 c��i I..c� +" �8 u' ,;I s.�' : M1e raa;;.:` �'�' ro co _ gg 28.5 + ( 4 E.;'Ht.'. ; ` ' "'- y ..._:-- M1e - r ` PL+ > 29.7 6 M1 i l + ! AGE W w Y 1 20.0o I, a �y ,. :, _ ...__ �:, r-, : g cP: , N 28.4" 28 5 g as 0. + o ^N`s'::•:,• ,, ., / r_�r.-...., I a::.� -'n.: 1O: i c, \r''-' - o, a q1 1 '1 g 1 `L M1 N �b 1 1• i\ •,l `,\� _ ,,h. I` �N,:...i.._...... g� t +� 7° e ry + „ A r,G. tit, + - r' +M10 +M16 t '� e COT TA + N. M1o. g 28.4 , O t v v `b 6'Lq .1.' N 1`Ig O , + k M1 c+� "".. `' , l,; \ •,\, :,< `t,r�, 1 trr (/ '`IS'C�c i ! 1 ,z..• 5 ,� .%' "•'" 28.5 28 5 28.5 �, M16. N M1�. , `} i"`..}:-'; 1 V.';f.1, 4 �`" s g M1 347.50' `" + ` \ \ \ / !,i `! m� m + PROPOSED CONTOURS .' • I �I wk I e s 1 M1M1 M q _ 6 �•. o + :: .. +� d I ' � 'I.' �' I .I t ' i• . . •I° `i, � .i. �:� .;k .._. ._._._.. M1 b • .. . .-'y'. '. _ 6a' , ;'° I'• •28 F7. AS'r'..;:,r [N'} ..".- i'.!•1 \ ; .y::. e • 1"\ ... Iw • .•. :• *...1-... \ <i rl '"fi= A ,tj C 2835 _a n__i_n a ---�+' a -_a '. ri .` "_`�" �.t.. + �> 28.4 M16. a _ oM1 g6 q'S +M1 28 4 a �' t �' ,p M16 +�" M16 ,vg. _ r'p \\/ 1 + 3,�\Y) ii W g 283 20.Q0' e + - a 'k _ + _2 P4�� P; '., ,-G�, `•t b- 'r„ N 'h, r � I �� ,^ , `, 26.4 9 06 6' +. -.-- - fM^ A,, W'"f)1)`r;, r ` (.` )I, , U'Jjl+ u+ .y..`ni I N ICJ i /4,,,-4. + M1 + 0 18.00 yc'. M1 "� 26.0 fA:-x -' a;i F 1` _ �to M1g r; , V/ Z O (n 5pg qad ;'Ao � 28.4 0 00o rn 214 19.00' 20.00' 20.00+ + Q r` _ ` ` 11 H6 F r��' �II nj / / N + ( M1 EXISTING CONTOURS tM1 0 TYP 5 9 °i "�-'- y I' R?6. 20.U0' 19. 0' �M1� o ' 259 2 _7 i `,, � •.r .ywv ";,4 I p�m t - Y 1 .,, .i f yo' 4 M1 q yet 6a eM1 27.88 + q M1a , M1q, M1' tM1e. M1e gM1 28 25 j rr F z81 +M1 + + + e.o +M1' 3 as ��S' ryb!lM1 \ ___' - � ,' z7.s3�2 b q �•1 � __ - Stl` \\`\ �\� •` •`, j rr I, J l��- j � O O O r,, 1 0 a,n M1 q e a a ao . .rrgUa ": \ \ \ '�j O C11y° MEET EXISTING GRADE a + y M1 ryo.+ o o M1M1 bg _ h 1 \ j j ( L / c1qt n5- -'28 9 70.0Q' Q� M1o" 00 g• o + +M1 o 'p `n +M16 "'+M1 26 56 ° ` M1i ;•d s+. a'� .a'•. .• 2xl'(°O 1 i� `'0 ! G r 1 ILL _ r- +Le 6 g o 0a, o v 28.0 + N N �oI 27 4 28.31' q` _•' .-0e oo �h N wg aM1 ogq oao e°� try o oq� N 27.7 N O0 N n: OP,I M1g 26 Q:" 26 0 rn •. °.. . + Ij;, j �� 119.76' + M1Oe. +M1 +M1 +M1' N ao 27.7 27.3 2 26 8 26 35 _ -h 29 0 +M1� +M11'1 ''M16 g1 +rye 7 2 �M1M1 N n 28 3 + t �' ea �5g 26.7 ,,i-M16' •�60 •pr' O 1 n O � O •..I j I �- f j 7 I l� 11 M1� 27.5 + h 0 b, , • • y . • e t '• • � Y_•.O �a� O I�' 1 j I 1 i I f j�`1 ' 268 +M1a'' 261 26.1 � S 22�2 In, ,� :t+ '`..' � sQ t 1' r 698.35 NDQp'fl „ 2z.5 i j I .N0 9 `��"®� MEET EXISTING GR 29E ." 28 4 I 26 59 a a m !U ,•- in irk r) in n io b) o� o + I - ! 1 ti n OaO°O cD N tom,[' I 11, N CV N 7'r1�; GOT } [V N r�cvv vUtJ ' 'try'M1� ,°�f I t~'wrn i 1 mi U 1' 219.34' 283.47' r i r I NOTES: 1, SEE ENLARGED SITE&ALIGNMENT PLAN ON SHEET 5 FOR ANY DIMENSIONS NOT LISTED. 2. ALL REAR YARD PATIOS HAVE THE SAME DIMENSIONS UNLESS OTHERWISE NOTED. M 3. ALL LANDSCAPE PARKING ISLANDS LOCATED AT THE FRONT OF THE PROPOSED BUILDING WILL HAVE ji r THE SAME CORNER RADIUS OF 3'UNLESS OTHERWISE NOTED. W 4. ALL PROPOSED SIDEWALKS ARE TO BE 5'WIDE AND ADA COMPLIANT. j ':) O 3. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB,EDGE OF PAVEMENT,CENTERLINE OF FENCE, Ql 'Ir OR PROPERTY LINE UNLESS OTHERWISE NOTED. GRADING & ALIGNMENT' SITE PLAN 4. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. SCALE:1°=301 BOISSEAU A VENUE I 0 15 30 w w I i N N N N O O O O N N N N JAN 2 0 2026 °° M LO ,- N � � iBr- SOUTHOLD TOWN O o O o PLANNING BOARD N v, _ N N N N N oo = w w00000 M N W N N N N N N O W 00 OJ M V CV c` NOr- N CD O O O O W O Q O m O w U Z 02 bi � W3: Wfn F- Q � a- 0clU S2w z i = rn U CD li CIO O O O O O O O Q , ____......... .............. ._.__...._..........._..... O O _....—._—_ ... Jv' Lr, u, 4.14 4.14 4.14 4.14 co 4.14 1 C.6 4.14 .. , 12.67' o 0 11.67' M o 0 11.67' o 0 11.67' �.,� o M 11.67' o o M 11 .67' o o M 11.67' o o z i O p �� ✓ CO O ✓ O �✓ ° `�I/ d. v M .� O O a M O M d O O �( M O L' O M a a d O O 12.67 s `✓ W CD O d _ ° CU _� ° .. _co to �. Cfl. _ �rj ° ';U t0 �,rj a CCj _ Cfl- - - - _ j ' - ° - 17.94 --� 9.00' o � � 6.00 �; p I— c� ° C6 a a W O z PROPOSED 6 - UNIT RESIDENT AL BULDING 5•06- 5.67' � QW Q �z•^, d ° V F. F. EL. 28. 50 F� > , f a d 6.00' z —� S. F. 7, 061 S. F. Lu Q 5.00' o 0 0 0 0 0 o ti p p p p p p cfl �, o ri L6 L6 �6 L6 L6 CD puci ° 67L6 12.67 . M - `'r' ° 17.94' d ;' ✓ d d ° gtF`i- C . t t CV d t N 8 - CV CO d ' t CV OO t V t 4 ° O - a ° d 1 ° d �' Ul (O dCfl fl O a tF o(6 CO ° (6 CO . ra r� F r♦ Id r4 ar� CZ� , CO C� F � - -------iJ ti -iJ0 ti- - O O O O t 18.006.24' 15.42' 15.42' 15.42' 15.42' 15.42' 15.42 18.00, < .� 16.42 16.42' 1 16.42' 116.42' TYP 16.42 . L L 16.42' TYP po o , CD po 0 CD W \ , u of ' ` 15.6 J Wcn Z N z19.00 !20.00 20.00 j ; o20.00 20.0019.00 8 l WW a w o ' •00, � z o 0 o q o 0 0 0` cow v' •O , �' M' -p M• "l' '''' `1'' `'''' v' '00� N Q � < O w w o O ? z _. _. ._ _ -. _ - - _ _ _ - - __ . _ _ _ _- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ © - _ _ - _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _- - -. __ - _ __o_ _. _ _ ._ _ _ _ __ _ _- ._ _ _ _ _. _ _. _._ _ ._ .. _ Q _. _ _ ._ ._ _ __ __ _. _ ._ _ ._ _- -- -- - _ - _ _. _. _- - - o - _ __ _ _ _ ._ _ _ _ __ _ _ _ _ _. _ __ _. _ __ _ o _ __ _. _. _ _- _ _ __ _ - _ _. _. _ _ _ _ _ _- _ _ _ _ _ _ _ _ _ - _o. _ - - _ - - _ - - - - - - _ - _ _ _ - - - - _ __ _ - - - _ .o- - _ - _ - _ _ _ _- - 0 O N N N CW _ e; N N N ' W O N N N CW N N N w N •SP' O U 00 Uri CD ti ti ti ti ti 1- ti O CO N N CV N C\J N CV CV f` N REFER TO PROPOSED SITE PLAN ON SHEET FOR FULL EMERGENCY � TURNAROUND DIMENSIONS � � LO 0 0 co� 0z _j NOTES: } m 1. ALL REAR YARD PATIOS TO BE THE SAME DIMENSIONS UNLESS OTHERWISE NOTED. p o Z to 2. ALL LANDSCAPE PARKING ISLANDS LOCATED AT THE FRONT OF THE PROPOSED � o o W BUILDING WILL HAVE THE SAME CORNER RADIUS OF 3 UNLESS OTHERWISE NOTED. N Z 0 3. ALL PROPOSED SIDEWALKS TO BE 5' WIDE AND ADA COMPLIANT. o 0 CD 0 4. ALL PARKING STALLS TO BE THE SAME DIMENSIONS UNLESS OTHERWISE NOTED. ~ LL o 5. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, u=, (~n CENTERLINE OF FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED. 6. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. co T_ w O ENLARGED SITE PLAN SCALE:1"=10' 0 5 10 w w U) I i G3��C�L���LSU _�A N 2 0 2026 cv " " " N N N N O O O O N N N N 00 0) SOLI hOLD TOL'VN - - "' �° 1"-ANNING BOARD � In ti ,,......:,,�.,,. O O O O 25 I,' i )C) = W O CD 0 CD 0 i M N W N Q N N N 0704 1! , NM W 00 NOM � N _ t r r ' O O O O O O RELOCATE EXISTING 8'OX8'EFF.DEPTH 1619 ;1 l., m w DRAINAGE LEACHING POOL TO MEET HEALTH 1! i 7`;i LOT10 DEPARTMENT STANDARDS.INSTALL 2'GRAVEL � i 4z� ! , 0 COLLAR ONLY ON NORTH AND SOUTH SIDE OF o s ? STRUCTURE TO MAINTAIN MINIMUM OFFSETS TO g f ' + :` •j) (3, COQ H m LO Z -........................_.__ UTILITY SERVICES. Y! rt ! j - q; ._._.__._._._---- . DF,'✓Why F jjr ; {j ^j • J m =(n );�' Ci �'1.,:.t.>:;" l'!- .__...._...-.....__._..�..._..._. 'm!j :X` ' ii ( ..Ik.. _...... ._.. .......__......__ .._ _ __...__..._..._ m: it -- V 2'Q d' Y W a , !� 'y_.... . _.. _._..-.... ._....._......._.........-.........._....._ n i f4 i F. 0 I:5 00"," .'"cRi !':.I`✓ ' f Vr^,:.!i kf, ,. , ,_, ...f A '!ji jr 1 )I tip t A ' i..___-__......• ...........___.__..J y ........... _......._... -........__............... _.._--.- ...,� ........... -...._._........ ,:' i lli WG1 -WM :-1YM -WAf 'NAl_--11At WM-7IM--wRt -�M'It�N'llf _.. �-WM�;M1��11M�M1 lNM �\ ! Yn ��- _ Y` 3 j' r tc: 28.0 :;.' ,.., _ ::- �., I_ j i.:' )Ax' �- `.� .., .° �' + - '� r a � •' ..' �,.,,. Y4ar.1» �- _�� e-. • " ° .." . ............ ... •' ! ri �1 O y - PROPOSED 6-UNIT RESIDENTIAL BUILDING I - F.F. EL. 28.50 \` •Y -�+::....�::ras?>rna:;c f l c t IiOTTAG TAX /()� 26 o0 r S.F. 7,O61 S.F. i \ \` `\ `\ %':a:'• rn __ _ , ' ,-' 0 1 I,'�� ] � `\ ,\"'h'Y`•Fr \\\ \ r ,�i.__-�f:. ''^'�`,,.:::x i- I� ... e � w O w INV-25 5 - N`V= " ; r. j` U INV=25.5' I 25.5' N I u' \ 1\ 5\^ F+j...1 �,{'.k�', PROPOSED CONTOURS (_ \ l . W = , LL- a^i f .. _ . °.. d ., '.d .'d .�. a, .�. . .. .dl • ..� . . ,'4 .I: AS;,.d.T _<,�� �.L, \ 1\ \ ,t\ \ k y �•'► _ _ ..._.• zN r k,. x j � ,... a _' _n b a a __^n ° a __a a: _a a� _tea ?a 7�..r•_.; \ \ s a � ' '+ !Y`' , \ \ 1:' j ji,�;( i li Ir O yl•s9" \ J N ��r .. =:i: rro t Z , \ e W EXISTING CONTOURS z O 26.0 O 1 %r ~`1\\\! \\ i; >r P.__i ;i(�+ /+ if Q fry , .... O v rrc fp� l.a ` ,l�(JjJ��, f, L\2 i 4{ j jl C�2 PROPOSED 6"DIA PVC(TYP-3) n��� �, �..��, - '. INV EL=24.9' o.. o O o 0 0 •,. I I , ry a /�(] �r]� 7 .. �.._,. � .. ..-... 1' t It N09a,25'00"Y'- .. ....... . ......... ... ? 0 ;I r 698.35 N04a20' •, ! ,? I i 7', I,P,T 9 PROPOSED 10'OX12'EFF. TO PROPOSED 10'OX12'EFF. VDEPTH DRAINAGE LEACHING 52 3 ' : f ',i DEPTH DRAINAGE LEACHING POOLS TYP-3 if 0 PROPOSED 12"DIA SMOOTH ( ) j li j 1 l 1 INTERIOR CPP(TYP 5) POOLS(TYP-6) I ` �T'lili"T PROPOSED 10'0X8'EFF.DEPTH EXISTING 8'OX8'EFF.DEPTH DRAINAGE PROPOSED 12"DIA SMOOTH ] LEACHING POOL TO REMAIN INTERIOR CPP(TYP-3) DRAINAGE LEACHING POOL(TYP) -Di ' it "I 'o Z Z i I; iIx� 7< Q � N� Q ' j la"(oCi H r+ l LL _j J g Q Q W F- � Q Q !r �j ei' 25 DRAINAGE PLAN _ _ _ _ 0704 SCALE:1"=30' BOISSEAU AVENUE 1618 0 15 30 t�} a? Z Z LU DRAINAGE DESIGN CALCULATIONS LuZ) AREA I: AREA II: AREA III: AREA IV: TOTAL AREA(A): 40,088.90 SF TOTAL AREA(A): 20,287.17 SF TOTAL AREA(A): 4,013.25 SF TOTAL AREA(A): 4,517.91 SF �? Q IMPERVIOUS AREA(Amp): 20,384.70 SF IMPERVIOUS AREA(AMP): 13,857.94 SF IMPERVIOUS AREA(A mp): 2,875.65 SF Ll' ,I � Z PERVIOUS AREA: 19,704.20 SF PERVIOUS AREA: 6,423.23 SF PERVIOUS;AREA: 1,137.60 SF 'NOTE:EXISTING WATERSHED HAS NO PROPOSED CHANGES.WATERMAIN t INSTALLATION REQUIRES DRAINAGE LEACHING POOL RELOCATION. Z � Z IMPERVIOUS CALCULATIONS: 20,384.70 SF X X 1.0=3,397.5 CF IMPERVIOUS CALCULATIONS: 13,857.94 SF X X 1.0=2,309.7 CF IMPERVIOUS CALCULATIONS: 2,875.65 SF X X 1.0=479.3 CF U .- a, LEGEND PERVIOUS CALCULATIONS: 19,704.20SF X 12 X 0.3=985.2 CF PERVIOUS CALCULATIONS: 6,423.23 SF X 1z X 0.3=321.2 CF PERVIOUS CALCULATIONS: 1,137.60 SF X 12 X 0.3=56.9 CF Z ~ J- Q z TOTAL WQv REQUIRED: 4,382.7 CF TOTAL WQv REQUIRED: 2,630.9 CF TOTAL WQW REQUIRED: 536.2 CF Q � Z o W WATERSHED AREA I(PERVIOUS) a L � p PROPOSED: 4,382.7 CF/68.42 CF/VF(10-0 POOL)=64.05 VF EXISTING: 8 VF X 42.24 CF/VF(8'0 POOL)=337.9 CF PROPOSED: 536.2 CF/68.42 CF/VF(10'0 POOL)=7.84 VF W � -r WATERSHED AREA I(IMPERVIOUS) (6)-10'0 X 12'EFF.DEPTH POOL=72 VF (1)-8'O X 8'EFF.DEPTH POOL=8 VF (1)-10'0 X 8'EFF.DEPTH POOL=8 VF ¢ Z WATERSHED AREA II(PERVIOUS) PROPOSED: 2,630.9 CF-337.9 CF=2,293.0 CF O ? J 2,293.0 CF/68.42 CF/VF(10-0 POOL)=33.5 VF ``ax o LU � WATERSHED AREA II(IMPERVIOUS) (3)-10'0 X 12'EFF.DEPTH POOL=36 VF W N ~ O WATERSHED AREA III(PERVIOUS) C� NOTE: z Z ALL DRAINAGE RUNOFF TO BE CONTAINED ON SITE IN STORM DRAINAGE STRUCTURES AND WITHIN PROPERTY LINES.THERE WILL BE NO RUNOFF INTO SURFACE WATERS. (D WATERSHED AREA III(IMPERVIOUS) < , �-°�y--�-'-'� DRAINAGE NOTES: W WATERSHED AREA IV(PERVIOUS) I� 1. ALL LEACHING DRAINAGE PIPES TO BE 12"C.P.P UNLESS OTHERWISE NOTED J W 2. ALL ROOF DRAINAGE PIPES TO BE 6"P.V.0 UNLESS OTHERWISE NOTED WATERSHED AREA IV(IMPERVIOUS) 3. PROVIDE CLEANOUTS ON ALL ROOF DRAIN PIPE BENDS U 25 >, r 0704 ti =Ci Ii I t a jl j tom 1 r t w U ! GRAVEL nRiyi.t,4`.' n i L N „I.. S-- ,.F _._...._ 1 e / i' xY'.1Pi TW=29.56 RJRI 'aN. Tr, g.i' --_-..._-_......._...__._-......_-..._..._...... ..--___..._...__. +m,J rj ,. �.............. S0 25 00 E TW 28 6 TW 28.6 . - t / < -- < _.. .. ..................._, ..__ BW-26 1 BW-28 1 28 0 eti 1�9 x h' 4'N'c,"' Irr,� FI N. n q" � b1' 1� hh'eo 777.cJ� :� ('• '; � �. ..........._---> >....._......_..... .......-.-_.................... .................._..._....___..__..__. ...... ..._........-__ h ., • _. ...... ._ ._ ._.. r .{.. - -.�._.. _ _ ' j �, it ,jc".: ) �- .. LO '• . ..+ - 9 -�. + o h+ - Y; ljr a ri„ N 1' ,p `+ 28.0 -p'1 27.85 +.�...- s�_a.., o' e`h" ,4'e, 1 f< e /2:8 28.4 s8 4 +ti +ti 28.4 6 M.9 ,,, .,,tee +j. „pr n y rM �'ap285 + 8 i OW s; , he" '_ , `!°. ^,ya 2 .5 ^ bah IIo�o. '`� \ �>� Z + MEET EXISTING GRADE ^ - +h d ee +h p kK:. it +ti . \ _ '.. m,/ x. PROPOSED 6 UNIT RESIDENTIAL BUILDING +ti I A .:, : I: Iy AS.,i _ - i `29.7 28 5 h1 28.5 i ; ACE', I 1 Jx l4 ppT M µ __ r C,. I ! PL 284- �g 1�'e s` F.F. EL. 28.50 + ti'°" f 1 'I , r ., o \ \ \ \ \WATERSHED REAIV- t,�n, ,fF u;o.c.. - f j -' COTTAG O ` 0 rL 0 + r \ +'" \ ...� ae 1 19. ,a + ?'4,Y t,n1' 2f: + "° y`'�+ F' 4' .,\ 4,51 l7 91,Sr-,SF OR q:104 CItS _:.._._._._ M µ� 4° �' he + Gg +ti + + 1 S.F. 7,061S.F. 284 +ti6' tie 6I c: ` \ F _ =' ,i w'i'._ Z Cfl ....., cli do o a ti h �-' `` `\?��'� U \ .>~ sx•:;.I :._.:.:�i_. ' ,a�';.::_ ! P + 28 5 +h + ` \t I l+ 28 5 F v/ ILL Z) PROPOSED CONTOURS ! za s hh. +ry \ \ �1 '\ j !! I O O + ✓"' a1 WATERSHED AREA II 6 \ i \ \1 .r �' W 1 1 5 \ 1 : WATERSHED AREA I= �' ,M , I I `:h t 1 1 1 I + I I I I ;+` 20,287.SF OR 0.467 ACRE {,, \ \ �\ l ', !, 1 � Z O (n ,-� ,'G� ._-"'� PI' g .s - - '*>. 2827 _,h A`!`"i. '�0 'x\ \ ,� \' �.A I: ' / 2' _ g 2835 a a _n a_ _a a __ i / 40,088.90 SF OR 0.920 ACRES ti ti + e ti Q \_ o e ti b c ° �' t ) pw/ 28.4 �+yo' d .ye• e w ;il ` ;'x; g_,i 2 O ' 28.3 28.4 , M e, ti_ 6 rya :� h + 2_ s r �' Y, - -a-x' !j h 2a.4 re. + 1 6. + + +ti k,.,. p;- o y: {_ \ a j ''4 O J O '+ _;\ '",--- ��26.0 ,» , 7 ^ O O u. -. tJ, za.a�" W +.o' �n� EXISTING CONTOURS � "",�o za a �, r."_ _ ;` � 1' `t _ .! _ I( _.. `% ;j, '- ILL O , hh,� � oq /299 25.9� �_l 1 - �' -77-. x'• � ji __ !, -rv,<.._�..,�ML,,�( � c_ y� 28.25 28., 28.0 27.88µ +tio' r ryg' '/ �N I WAT RSHED AREA 1113 Ln c +"g „+ +tie 1 y. ry�� + 1 \ t,i f" + w, +' 10 ti +� o �3 + e 4,013:2 5F OR•0.092AG S ` ° + MEET EXISTING GRADE h1. + +hh an e1 {e \ i ti h�� h' N 1GJ« a i it it .,1 Get _ -28.9 +` e°" �. +h + 26.5s s, ✓28 0 +"t• p - -� --► 27. r ` �j t- 1 AAQ Eq A4h 9 p0 g h J �� �� f o if y ti5e 26.0,»' 260 1�. u t is i j .; ; __.► F 3e +1 " +4e� +ha +tie' + a°o + ° +e' 27.7 27.7 1 w ^,5, I ^ ^`zs.9 Q + ° e - Ao 26.35 j >r .. ..,...._... + 90' - ah283 27.3 .+h 2 .,a -:ter"-9 26.7 e.` _- +ry bo An e. , -�, i 2 h , + 27.g+1 72 27.7 27.5 + N� + ryg. 26.8 +qb 26.1 26.1 t MEET EXISTING GRADE 28 4 i + , n r� 'fir N09°25'®O"F/ 2659 f -29, fi98.35 N04°20'lot, � ' ,_z '� ion g, 22.5 jl t j Ij ! r 1 j 8! _ TA A- LOT 9 52• � r 35' I li 1 � !'i � rl jjl � •j t 1 if P $� W !t 'o o \ 1 M? # if ` O jj WATERSHED AREA PLAN ,j--- i 25 SCALE:1"=30' - - - - 0704 0 15 3o BOISSEAU AVENUE 161$ U) I i 25 �+ i 0704 1619 ' ! it \\� PROPOSED RELOCATE EXISTING 8'OX8'EFF.DEPTH DRAINAGE LEACHING POOL TO MEET HEALTH o Ii ;' �I �' �? i o O o 0 SUBMERSIBLE �,>, 1 m N N N N VENT LINE DEPARTMENT STANDARDS.INSTALL 2'GRAVEL COLLAR ONLY ON NORTH AND SOUTH a z It' ! i! i� I N N N N TRANSFORMER _.._. ! ?' ! fl �I,t„ a AIR LINE SIDE OF STRUCTURE TO MAINTAIN MINIMUM OFFSETS TO UTILITY SERVICES. &3 +, 00 rn L 'n:zr ti VENT LINE I .... ✓. >:s:c __.__.-. ;,z,. ELECTRIC FOR _ _.__.... AIR LINE U _....._..__.__.. __..__. ' EXISTING UTILITY v ;'f`. k o;r r.. . 1 �. _....._..._. __-.....- ......�._.-_,... -- - _SERVICES TO REMAIN jo 11 rt ( :+f r- a � � Ne- ` ° 1 TREATMENT UNIT TRIO FOR _.__-......_._.__.... sag 25 as 'Li }we„F""I F-1. PrN N (n N N N N ELECTRIC =` ---<........... /_. __._............. --- > .._._.........._.._.......--- - -.................. ; Yr') krr FrN 777.3 'a:h !: ! o C3 = W W o 0 0 0 0- .. U I yyl,�-_"1MIc�'_Mul =vnA-�1'q-=111Jf=1/M1 wu-�'F1=1�t NIM -WM- -wu - -_ MIA t14 f-.-li-=T ! ?' 'r: I N N TREATMENT T _ :... _ - - �MM WM-�wRt AIM co M N N N ... - - - - - Y • SIP'_. �c�i � f' -'r'\,� _ <a,+'t � N � CN +' �` N M L0 r W • x . I CIF c e.• •, �..__"..,,-v, to . Lu r 1 _- PROPOSED 6-UNIT RESIDENTIAL BUILDING o s: Ar„<,.^:�t, - yr . 1 zo Am4Aii �,PROPOSED HYDROACTION AN800 ! I e.'uar i r : t \ '\ , WA4 i 1 COTTAGE PL Z �- o u) = C.O. F.F. EL. 28.5o z, ,, C.O. , PROPOSED HYDROACTION AN800 `> ` \ t`t t \\ COT Q � m w Z TREATMENT UNIT,RIM EL 28.4, I A l l)I .t, INV EL=25.5' S.F. 7,061 S.F. -- - INV EL=25. ' _ o o., TREATMENT UNIT,RIM EL=28.0',N INV 1 �< t \t it\r h;:\. '• \, \ ; i° r.,R,x;; Z m - - r S INV EL=25.78',W INV EL=25.69' - - - h 1;', x A 1. \ \ _-:� _.,l iLl w } CONTROL _ =25.7 INV EL=25.69 - - CONTROL PANEL V ` 1 t . k-,-{; `/'�` PROPOSED CONTOURS '� 00 PANEL p ' �, \ t t t \. },p;` l I- Q > Aaf v .•.. a a b .. 0- 0 0 C) -CC ur .1, I, •I•:1 .P f O 5'' A5c%:: , __- r'+, .�. • . '.• •• ' A_i 2'f)~5i+?yi-�:� -..., „• .- a ---n - �_�=--'a as---n a --n n n a - n ^ Cat• '--C.�y Ot•.; -' - 4-, r K TEST - 26 r ` W - EXISTING CONTOURS -cpb °D HOLE r�_..e \" 1 j ,^ tx - :r n1 . CQ i._._.^. , �\ .cc: "ri:C.:;x:.• ^rf i + j: n,M +.; 1 1 0 ` r \©, 'Wf.•!_,.t-" .' ,.;�.b,..j..\'y; 9' w • I I 0 28 0 20 M N kar: 0 MI _ - K 20' - A11N � i + r'.; ,7,:.�+i:; ; t \ , \ '•�° � � � � II� if a':. l � , , O O Q O O� O O .�' o .. -- t^ •` `a d t _ !• N_ i t t,� '�, ? jj?v, r �O �Cl ,¢'.Z', 0000 w ca \ N • t a. .. !ry ^R'- ,1 h a I? i I n (a 11 0.` \ _\ 0)LO U O ..d •e. r I Z • • • I 17' G: n f f: t. _ O .,i � I�,i � 1 li �3 a' ;` � Nag 25 as PROPOSED 8'0X9'EFF.DEPTH PROPOSED 8'OX9'EFF.DEPTH 698.35 c ? �i i J; " �' )z 1 O w ` �- SANITARY H2O RATED LEACHING D-BOX D-BOX SANITARY H2O RATED LEACHING N04020 10t o •' -?_ ! ! i J/ E INV EL=25.58' TAX LOT r E INV EL=25.58' f Q = >- POOLS,RIM EL=28.4',INV PROPOSED 10)'0X12'EFF. POOLS,RIM EL=27.5',INV EL=25.24' S2 3 I i l6 F- 2 EL=25.24' TYP-2 TYP-2 + Q ( ) W INV ELS=25.41' DEPTH DRAINIAGE LEACHING S INV ELS=25.41' ( ) 5 r m'r ' POOLS(TYP-6;) EXISTING SANITARY SYSTEM TO REMAIN ! \C 2 EXISTING 8'0X8'EFF.DEPTH DRAINAGE PROPOSED 10'OX8'EFF.DEPTH PROPOSED 10'OX12'EFF. DRAINAGE LEACHING POOL(TYP) Q 6 iW LEACHING POOL TO REMAIN DEPTH DRAINAGE LEACHING =? - I! NOTES: 1. ALL SANITARY POOL COVERS ARE TO GRADE. POOLS(TYP-3) �t it? !' .'�I o 0 2. NO SURFACE WATERS OR WETLAND LOCATED WITHIN 30OFT OF THE PROPERTY. 3. NO NEIGHBORING WELLS LOCATED WITHIN 150FT OF THE PROPERTY. /n f 4. ALL SANITARY LEACHING POOLS MUST BE LOCATED A MINIMUM OF 1 OFT AWAY FROM 1 ) If g 1 V it THE PROPOSED WATER SERVICE. SANITARY PLAN W + 1 5. ALL TREATMENT TANKS AND POLYLOK BOXES ARE LOCATED IN NON-TRAFFIC AREAS. ? ,N 0- SCALE:1"=30' 25 Q I 15 30 - - - - 0704 EXISTF.GRD=26.0' FLOW RATE CALCULATIONS BOISSEAU A VENUE 1618 Q z p C z 0.0'-0.5' MIXED GRAVEL, SM AREA=68,901 FT2=1.58 ACRES F- J z z J SAND,AND LOAM HYDROGEOLOGIC ZONE IV z 0.. Q Q ALLOWABLE FLOW RATE=600 GALIDAY SANITARY #1 CALCULATIONS Q J BROWN 0.5'-3.0' ML FLOW RATE OF 3 HOUSING UNITS(9 BEDS)=675 GPD (n SILT ALLOWABLE FLOW RATE FOR SITE=1.58 ACRES x 600 GALJDAY AN800 TREATMENT SYSTEM CAPACITY=800 GPD -� =948 GALIDAY(GPD) 675 GPD 11.5(GPD/FT-2)=450 FT2 ;_ `C; []W��U EXISTING FLOW RATE PROPOSED FLOW RATE o a BARBERSHOP 590FT2 17.7GPD 6 PROPOSED UNITS 1176.8F T2 225GPD REQUIRED:450FTz J 25 FT2/FT=18 VF n J/�r� 2 0 2026 J nl o THRIFT SHOP 1257FT2 37.7GPD X 6 PROVIDED:2-8'0 X 9'LEACHING POOLS=18 VF APARTMENTA 1193FTz 225GPD SOU IHOLD TOWN 3.0'-21.0' YELLOWISH BROWN SP APARTMENT 590FT2 150GPD SANITARY #2 CALCULATIONS PLANNING BOARD FINE SAND FLOW RATE OF 3 HOUSING UNITS(9 BEDS)=675 GPD BORING BY:MCDONALD GEOSERVICES TOTAL EXISTING FLOW 430AGPD TOTAL PROPOSED FLOW 1350GPD AN800 TREATMENT SYSTEM CAPACITY=800 GPD TAKEN ON:MARCH 15,2023 675 GPD J 1.5(GPD/FT2)=450 FT2 1L� TOTAL SITE FLOW=1,780.4GPD NO WATER ENCOUNTERED ALLOWABLE FOR SITE=948GPD REQUIRED:450FT2/25 FT I FT=18 VF °rt > EXCESS REQUIRING CREDITS=832AGPD PROVIDED:2-8'0 X V LEACHING POOLS=18 VF 7 TEST HOLE 1 DATA REQUIRED SANITARY FLOW CREDITS=(832.4GPD/(300GPDICREDIT)) 25 � f 7 N.T.S. REQUIRES PURCHASE OF 2.78 SANITARY FLOW CREDITS PROPOSED UTILITIES WITHIN THE STATE 0704 ,� FI i .' LLO C0 ROW BY OTHERS,UNDER SEPARATE UTILITY li I « Lt) Z HIGHWAY WORK PERMIT FROM NYSDOT 1619 f " I ` > U (xy� �1 PROPOSED UNDERGROUND i I ' . _ SECONDARY ELECTRIC PRIMARY UNDERGROUND o ! ) it (-'$,� ' a Z SERVICE PROPOSED WATER SERVICE ELECTRIC SERVICE v -- PROPOSED HVAC SYSTEM FOR DWELLING UNITS TYP-6 4"DCW _._. i I: ! \ ,: °;i3• t In W ( ) --_..-._. )k Vii v;ny 00 ttl i ,1j !(,'` j y W ul - ._ -.__......_.._.._.._._._.._...._.__. __ ...__...-....... I EIDATA(N SERVICES _ (2) -PVC SCH80 FOR � VO C � }� +1 EXISTING UTILITY�� v " � z Imo- sag°2,�'aa"" �'. iwDPI E 4 FIRESERVICE L }.-.____ cv. _-........_.._..-._._ __.._. _.._._....-___ ____ _..._ rt . 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(n Q w tJ ... ���'�^ - - t.._.II li ,I:SIA'�'i •! ••. w w w w w w .. w w w w .. w w w w w w w v w w w w .Y w v .v w .. w w v w • w ., w 'd w E v' E E E -E AYE E ,E v Ev, -wE E E E E E -'E K "'ti• "✓ :,s'• 1 .I i j!' .. \\ nAr+h,NG z w w - w v ._. d l + I • a E ; �c.� >< '°_.l._;..._ w 1 1 7 Ii f':x J ^ _ V r" w w w w w w w w w • w w v w w w %'".- w b w w • w w +v w w w ,Y� PROPOSED 6-UNIT RESIDENTIAL BUILDING x .,,N \,:Wl !• ''" Y `Y w w w w w „ w »• v w w w w v w w w w w w I t ° t \ 1 \ `�:.- ' rf vl w w Y •, �� w w I', t \ \ \ t ; ; , .`f ,. COT T A E L w o 'j°'' ! ! I • pk,•.'!',•;,, Po'w ,..I. l ` \ \ \ t v.:', �::!^'` yr,��:4t:* �_ ..j• i G P � Q w w F.F. EL. 28.50 ?'AA Fr;7' PROPOSED +J`* w w•yy;r mt � \ 1 \ '`• \ \ j r. .,.�..._... - w._. W Ll w .4 1 PROPOSED DARKS COMPLIANT XTERIOR w S.F. 7,061S.F. `' ; ?;; ;w W SUBMERSIBLE w w w \ \ \1 ,t Air "._. Z Z w - t w w w LIGHT(TYP-28),REF R TO ARCHITECTURAL _ w w DOT w w w w w w w PLANS AND SPECIFICA ION SHEETS ROVIDED � w y TRANSFORMER \t\ `\ •;\ �t,^A3, t\ �' ,.;;� �� �.,.i r _ STREET TREE V � -_. w 1 �'1- r ;J w w > .r w w :• w __�___- w ✓ w e w w . w w w .Y w ., w .. w ...f �r?apq;�' 1 a,4 f,F i.i..i. . ' e1;. �- w w w v u. •: u ✓ 'Y w w W w W w L w w L w W ✓ `. .r w u • , • • • d' • '„ l I,, - __/r _. '.• e W �^v , •J . ' l al 1 .; � . 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REQUIRE THE USE OF NATIVE,DROUGHT-TOLERANT PLANTS IN LANDSCAPING. 2 3�r f 2. REQUIRE ONLY THE USE OF ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE EXISTING UTILITY it NITROGEN IS NO MORE THAN 20%OF THE TOTAL NITROGEN IN THE MIXTURE. SERVICES TO REMAIN I� ��,�; i f' ) ' j EXISTING TREE TO 3. REQUIRE A MAXIMUM OFF 1LB OF NITROGEN PER 1,000SF IN ANY ONE APPLICATION, WITH A CUMULATIVE APPLICATION OF NO MORE THAN 2LBS PER 1,000SF PER YEAR. REMAIN or! UTILITY & LANDSCAPING PLAN 1 4. PROHIBIT THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING NITROGEN, o PHOSPHOROUS,OR POTASSIUM BETWEEN NOVEMBER 1ST AND APRIL 1ST. + t1 a' O 5. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS PROHIBITED UNLESS ? o U N ESTABLISHING A NEW LAWN OR SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE SCALE:1 =30 ENOUGH PHOSPHOROUS.FERTILIZER LABELS HAVE THREE BOLD NUMBERS.THE ?+i�) `j ONUMBER IN THE MIDDLE IS THE PERCENTAGE OF PHOSPHOROUS IN THE PRODUCT,E.G.,22 0-15.USE OF PRODUCTS WITH A 0.67 IN THE MIDDLE OR LOWER IS NOT0 15 30 N } RESTRICTED.PRODUCTS WITH A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF A M NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST INDICATES IT IS NECESSARY. 0 25 f- E- ? m REINF.RUBBER HOSE 1618 0 00 Z CO 12 GA.WIRE-TWISTED B 0 I S S EA U A VENUE LOT COVERAGE CALCULATIONS AND LEFT LOOSE NOTES; 0 0 U REINF.RUBBER HOSE w EXISTING LANDSCAPE AREA:53,6501 S.F.=77.9% 12 GA.WIRE TWISTED AND LEFT 1. PLANTING BALL - 4N B&B MATERIAL,BURLAP AND WIRE BASKET OR OTHER CONTAINER SHALL BE REMOVED N Z V (I FROM THE UPPER HALF OF THE ROOT BALL AND DISPOSED 0r. i PROPOSED LANDSCAPE AREA:27,4915 S.F.=40.0% LOOSE 2. HEIGHT Or PLANTING SAUCER SHALL BE 3". 0 0 J O 2 CEDAR STAKES-DRIVE AT ( 0 O PLANTING LEGEND ANGLE AND DRAW VERTICAL 3. MULCH SHALL 6 A L SIDE OF 3" DEEP AND TAPERED DOWN TO LEAVE THE ROOT FLARE EXPOSED. WHEN P SPECIFIED. � � LL O ON SLOPES,DOwNH[LL SIDE MUST BE STABILIZED APPROPRIATELY OR SEEDING, ON DOWNHILL SIDE MAY BE SPECIFIED. � r- 2 CEDAR STAKES-DRIVE AT 4. MATERIALS FOR PROTECTION OF PLANTS SHALL BE A COMMERCIALLY AVAILABLE PRODUCT OR SYSTEM FOR SUPPORTING ~-ANGLE AND DRAW VERTICAL TERRA WRAP-ONLY I OF TREES. QUANTITY KEY BOTANICAL NAME COMMON NAME MATURE HEIGTH MATURE WIDTH WHERE REQUIRED BY 5. ALL TAGS, LABELS,ETC. SHALL BE REMOVED FROM THE PLANTS. 4 CC CAIRPINUS CAROLINIANA AMERICAN HORNBEAM 20'-30'HT. 20'-30'WD. w y LANDSCAPE ARCHITECT 6 AM AR(ONIA MELANOCARPA BLACK CHOKEBERRY 5'-T HT. 4'-V WD. w z w 6. THIS DETAIL SHOWS ONE ABOVE CRCLWD TR-E SUPPORT METHOD. ANY OTHER METHOD MUST USE COMMERCIALLY CO w w �- 4"DEEP SHREDDED BARK MULCH I AVAILABLE PRODUCTS INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 6 AR ACIER RUBRUM RED MAPLE 40'-70'HT. 30'-50'WD. M 4"DEEP SHREDDED BARK MULCH f- -, L _ Z) (D _j U3 T. THE ROOT FLARE SHALL BE VISIBLE AND LEVEL WITH SURROUNDING SOIL. 0 � � = CROWN OF BALL TO BE SAME CROWN OF ROOT BALL TO BE =o > w uli LEVEL AS IN NURSERY LANDSCAPING NOTES SAME LEVEL AS IN NURSERY W c`Wo ¢ TREE GRATE /HARDSCAPE / _ SIDEWALK OR 0 - Z U ..._._. _.._-.__...-_..___._...,___._... 6"SAUCER �) MULCH / TURF /HARDCOVER ADJACENT PAVEMENT 1. LANDSCAPING,TREES AND PLAINTS REQUIRED BY THESE REGULATIONS SHALL BE PLANTED IN A GROWING CONDITION ACCORDING TO ACCEPTED HORTICULTURAL REMOVE TOP I OF BURLAP uof ROOT FLARE--, TYP•CURB--� (SEE NOTE 71 PRACTICES,AND THEY SHALL BIE MAINTAINED IN A HEALTHY GROWING CONDITION.ANY LANDSCAPING,TREES AND PLANTS WHICH ARE IN A CONDITION THAT DOES AND ALL WIRE AND NOW \ NOT FULFILL THE INTENT OF THESE REGULATIONS SHALL BE REPLACED BY THE PROPERTY OWNER DURING THE NEXT PLANTING SEASON FOR THE PARTICULAR BIODEGRADABLE MATERIAL 6"SAUCER TABLE 611-1 - REQUIRED PLANT PIT DIAMETER " > ; PLANT MATERIAL. III . III=1 REMOVE TOP OF BURLAP - _ _ _ • - - ': y' :, y,'•:':: ROOT SPREAD !ROOT BALL DIAMETER PLANT PIT DIAMETER CM 2. ALL PLANT MATERIALS TO BE OIF HIGHEST QUALITY NURSERY GROWN STOCK. L,-- �.- _��__� TOPSOIL BACKFILL-MIN OF I-I' 1= AND ALL WIRE AND NON- ".,", ","e „, r p,„ .0080 0.o 4.1 o 0 0 0 0 III- h ! 50%OF SOIL TAKEN FROM HOLE L i ';. L._. I. " "+w"� "" „,P ops bps RIDER 2'-0" 3X THE ROOT SPREAD OR ROOT BALL DIAMETER 3. REFER TO DRAWINGS PRIOR TO ANY EXCAVATION FOR LOCATION OF MECHANICAL AND UTILITY LINES AND STRUCTURES.IF ANY CONFLICT EXISTS,CONTRACTOR I=) I-III BIODEGRADABLE MATERIAL PLANTING "r " - - o°°S°" p° -11 _ -II -I _ _ _ _ _ _ - - - SHALL NOTIFY ARCHITECT FOR SUGGESTED CHANGES. SO „ _ -_ O IL AS _ °" " " "" "„ "" O T 2 X THE ROOT SPREAD OR ROOT BALL DIAMETER FROM 2 O 4'-O" S E R '$ 11-I :.:.' .: : +: -I I I- SPECIFICD .::' .; ": OVER 4'-0" 2X THE ROOT SPREAD OR ROOT BALL DIAMETER 4. ALL PLANT PITS TO BE BACK FILLED WITH TOPSOIL BLENDED WITH 0-20-0 FERTILIZER AT THE RATE OF 5 POUNDS PER YARD. N -III- -,° .:;;:: ?,..'; ", -(-1 �I __ fl "•d "°1 =";a =IT1=I I� �_� III , ;.:, .,. ., III-I •`aa,, ,."r'r,.,a-. �_ ,. .. 5. ALL TREE PITS AND SHRUB BEDS TO BE MULCHED WITH 4"DEEP FRESH MILLED SHREDDED BARK MULCH. _1; , r, , ,,,- - TOPSOIL BACKFILL,MIN OF 50% - III-I I-III : - ;_ -!L=1 113" TO 61- -.--I _ _ _ _ _ --- - OF SOIL TAKEN FROM HOLE - I-I: 6. ALL TREES TO BE PLANTED AND STAKED AS PER DETAIL. III-I I I I-III '_- _-- ! III- '�-� � �� �`' � '' _ I=1 I I ' _,I __::_!':.. I I - - � _�� ___ _��� ���_ I I i _ - I III=1 I I III-I I I .I r::� I_:_, �. �_ �._ 7. ALL PLANT MATERIALS TO BE G UARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. - ..--. III=I (-III=III-I (-1 _ --..i_- COMPACTED SOIL PEDESTAL _ =I !-I '- 8. IF ANY DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST,THE PLAN SHALL GOVERN. _ I- _ _ _ _ _ _ -1 Extsrtwc SOIL 9. ALL PLANT MATERIALS ARE TO IBE MAINTAINED WITH FERTILIZER AND OTHER REQUIRED MATERIALS TO MAINTAIN A NEAT AND HEALTHY APPEARANCE. =III-III-III=III= I-I -1 I I - 2X BALL DIAMETER MINIMUM 10. ALL PLANT MATERIALS ARE TO IBE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM.DRIP IRRIGATION IS TO BE INSTALLED WHERE POSSIBLE.ALL IRRIGATION COMPACTED SOIL PEDESTAL L.--.------.----.---- - COMPONENTS AND INSTALLATION SHALL COMPLY WITH ALL LOCAL,STATE&FEDERAL CODES. 2 X BALL DIA 2 X BALL DIA F- PLANTING NEXT TO PAVEMENT OR CURB w 11. ALL PLANTS WHICH DIE OR BECOME DISEASED SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR. w 12. ALL NEW SEED AREAS ARE TO RECEIVE 4"MIN.OF TOPSOIL. 13. ALL SEED AREAS ARE TO 14. ALL WORK WITHIN THESUFFOLIKCOUNTYRIGHE SEEDED WITH 5 OTOFDS OF FESCUE-WAY SHALL CONFORM O COUNTY OF SUFFOLK DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS 2 EVERGREEN PLANTING DETAIL (TOWN) 3 ONSITE PLANTING DETAIL TOWN 4 NYSDOT STREE TREE PLANTING DETAIL IETY GRASS SEED PER 1000 SQ.FT. `� AND DETAIL SHEETS FOR CIVIL(ENGINEERING AND SITE DEVELOPMENT CONSTRUCTION. 7 N.T.S 7 N.T.S 7 N.T.S I RESERVED NO PARKING SIGN PARKING "RESERVED PARKING" ITLoLoLo SIGN OR"NO STOPPING" N N N N GREEN ESERVED SIGN ---- _ f�--�,� ���7rL �� o 0 0 0 SIGN R1 ��=,0 L/EDD Q Q N Q . PARKING `� � � tl- BLUE NO WHITE PARKING POST JAN 2 0 2026 C) C> C WHITE ANY 16'0" M v � _ N 0t C v v C14 (N TIME _ ., _ PLANNING BOARD M N W N N N N N 14'-0" EOU(HOLD I OVVN o o = w o 0 0 0 0 cl) GREEN X—X`X� X—X—X—X—X—X -X p� M N M co ACCESSIBLE I I Lo 6"NOMINAL STEEL PIPE(SCHEDULE 80)YELLOW PAINT 6'HIGH CHAIN LINK • �. "X w o 0 0 0 0 0 FENCE WITH SLATS \ H BUILDING4�� 4'MIN PEDESTRIAN WALL ACCESS ROUTE \ I z O �j t�. • i SAWCUT EXISTING ASPHALT PAVEMENT Q Z m p z FINISHED GRADE 6'-0" 1 I 4"WIDE 5'_10" I I 6"THICK POURED I 4 ED N 1"'TOP COURSE .. 0 Z WHITE STRIPE 4"WIDE N 8z" x• CONCRETE x 2 BINDER COURSE Q O Q m > 4"WIDE WHITE \�/ I I /// t*• . . 1 " d 0 U U 4"WIDE,45°BLUE STRIPE I I \ APPROVED COMPACTED SUBGRADE I 6"NYSDOT SPECIFICATION RECYCLED - STRIPES T-O"O.C. BLUE L_. M / I I //\ "' g^ �"' " ,�� • 4 x CONCRETE AGGREGATE STRIPE BLUE INTERNATIONAL (—� / / 1 rn I I /\ NOTES: 11z" N0.3 REBAW I SYMBOL FOR ACCESSIBILITY 4 THE STEEL PROTECTION POST SHALL BE PAINTED 1"DIA THRU(TYP)) / I I YELLOW AS FOLLOWS: SIDE VIEW END VIEW J z A. SOLVENT CLEAN TO REMOVE OIL,GREASE 1 �j� /\\/j\\ AND OTHER CONTAMINANTS. NOTES: ��,� n /y,� �r /�41 M B. APPLY METAL PRIMER. 1. CONCRETE DESIGN STRENGTH:PER ,�-� I 1 /y, �Q ASTM C31,4000 PSI @ 28 DAYS REMOVE AND REPLACE UNSUITABLE x POST C. APPLY TWO(2)FINISH COATS OF APPROVED 2. REBAR ASTM A-1165 GRADE 60 ��'� ��� MATERIAL AS REQUIRED _ � U o 9'-0"—+� //////\��\\ EXTERIOR PAINT FOR METAL SURFACES. 3. WELDED FIRE FABRIC ASTM A-185 z Zg 27'-0" — ' L y`-0" \/\\/\\/\/ 4. FASTEN WITH RE:BAR A.O.B.E. C) W RESERVE STAN PARKINGD TALLDDETAIL STALL s BOLLARD DETAIL FOR SIGN 7 PARKING BUMPER DETAIL 8 DUMPSTER ENCLOSURE DETAIL 9 TYPICAL ONSITE PAVEMENT SECTION ��`''�� - �� s RESERVEDS 8 d� s� Q z 8 N.T.S 8 N.T.S 8 N.T.S 8 N.T.S N.T.S FINISHED GRADE V TO BLDG.UNLESS OTHERWISE SPECIFIED HYDROACTION TREATMENT UNIT BASIN COORDINATE MEASURED TO MIDDLE OF THE FRONT FACE OF 10"REINFORCED TRAFFIC BEARING W J CjTOCONTR 1 --°-•--•-• ------ - DOSING PUMP THE CURB BOX ALONG CURB LINES SLAB TO CARRY H-20 LOAD WITH ADJUSTABLE CURB BOX �•-- MAIN DWELLING ELEC PANEL OR CENTER OF GRATE FOR FILED AN OFFSET OPENING MUELLER H-10350 BUFFALO �/� 1 -- - •-0 RECIRCULATION PUMP INLETS Z � TYPE,COMPLETE OR APP'D. v)QUICK #5 BARS AT 6"C.-C. z EQUALzDISCONNECT GEOTEXTILE FABRIC,MIRAFI 140 "v � W w-- MIXER PUMP OQSWITCH AROUND ENTIRE CIRCUMFERENCE o GEOTEXTILE FABRIC,MIRAFI 140MIDWVEST P065P I -_ __ m__ . _____AIR HOSE OF LEACHING BASIN „ - AROUND ENTIRE CIRCUMFERENlCEnPUMP TO DIFFUSER � OF LEACHING BASIN��J WATER MAIN °c c o 0 0 0 o c° POLYLOK H-15204 OR APPROVED T P,MUELLRECIRC TIMER ENABLED a6"RISERS ❑ �� - w EQUAL. __ o °o 0 0 0 0 0 0 0° fff COPPER PIPE PANEL 20 - - w 2'-0„ °e o 0 0 o e e e° 12"CPP(TYP BETWEEN BASINS) POLYLOK 20" Li °o 0 0 0 0 0 0 0° ,,, TYP UNLESS OTHERWISE NOTED 5 �- HIGHWATER ALARM °o 0 0 0 0 0 0 0° DISTRIBUTION �______.______ o °oBOX ©,-- „,• �, _•,--- w_� Z ENDCAP TYPE � TO BUILDING PIPING LEVELING DEVICE CIRCUIT BREAKER ag 2"MIN.ABOVE — SPECIFICATIONS w °o 0 0 0 0 0 0 0° r cn N MIN.4"DIA. � SDR 35 PVC CB A-30 AMP - ----~---- FIELD WIRING „o 0 0 0 0 0 0 0° / CORPORATION STOP MUELLER H-15000 OR GROUND PIPE A CB 1-20 AMP MANUFACTURER WIRING 10'— APPROVED EQUAL WITH APAC FULL BODY LLJ 2'•0"COLLAR OF#3 GRAVEL MIN.4"DIA. PITCHED MIN. CB 2-20 AMP P-• PNEUMATIC HOSE FIELD INSTALL y 4^ SDR 35 PVC 1/8"PER 1' 50 SUPPORT INSERT SERVICE SADDLE 107. ^ CB 3-20 AMP _"�-`_____ ( ) PIPE `� CB 4-10 AMP MIN.12"COMPACTED SAND LiJ PITCHED MIN. CB 5-10 AMP 1/8"PER V OR PEA GRAVEL LEVELING Q W O 2'MIN ABOVE GROUND WATER PAD u 7 > U 10 WIRING SKETCH 11 DRAINAGE LEACHING POOL DETAIL 12 D-BOX DETAIL 13 WATER SERVICE DETAIL N z 8 N.T.S 8 N.T.S cD w 8 N.T.S 8 N.T.S _ z wtoQ, LLJ 087 t LL °p Q 070 W067067 091Lu JFINISHED GRADE ? CD067 AST`IRON OVER TO GIRADE ZLij 060 (� � NZPROP- 20" F.F.EL. GROUND ELEVATION 28.0 w Q ° w 28.50' C/O TO COVER TO GROUND ELEVATION 27.5 ,.- J GRADE G COVER TO GRADE >_ w ° •.. - i ......... . _... ........ .. ..DE .... ................. ...._ U RA _. 0 1 °.' J N _.__... ... N`��INV.EL D-BOX 3 C1410.0'e MIN 4"DIA SDR 35 PVC ' 91 PIPE OR EQUIVALENT INV.EL. 15.8' 094 PITCHED"-l'MIN - IN25.78' 25.69' V.Ej PROPOSED INV.EL. HYDROACTION AN800 25 58' INV.EL. INV.EL. 2 LEACHING POOLS 064 093 " 083 TREATMENT TANK 25.41' 25.24' 80 x 9'EFF.DEPTH (TYP) 088 ® ® ® ® ® ® ® BOT.EL.20.44'NOTE: BOT.EL.16.24' PLC CONTROL PANEL < ® ® ® ® ® ALL PROPOSED SANITARY LINES TO BE 6"0 _ W/HP120 COMPRESSOR PVC PIPE UNLESS SPECIFIED OTHERWISE. E O � C ® ® ® PRECAST SANITARY NO GROUNDWATER ENCOUNTERED Y N - ® ® ® RINGS(TYP) 1s SANITARY SYSTEM #1 PROFILE SOUTH o N 8 N.T.S 0 W0wcoCN 1 J - W U' M w co IL Zo 00w T MIN L0 0 O w 8. COLLAR CV Z B w -JO O ~ O O 04 u ® ® ® ® ® Dco b D ® ® ® COLLAR MATERIAL TO ° CONSIST OF CLEAN PROP GROUND ELEVATION 28.4 3 " SAND AND GRAVEL F.F.EL. 28.50' C/O TO COVER TO COVER TO GRADE GRADE . — .._ .._..__..___.___..___ .._.._.._.� GRADE, ._. .�..__. _.__..._ __.. ._ 6 83" ___ _..__-_.__ _ ____. __.___. _._.__.____. _ Ln A w N D-BOX N c ¢ INV.EL.26.0': 10.0' w -- Z 9.1' co BILL OF MATERIALS Wo INV.EL. 15.8' > � PROPOSED LI- NV.EL. ITEM P/N DESCRIPTION QTY: m oo 25.78' HYDROACTION AN800 25.69 INV.EL. INV.EL. INV.EL. z '�-' TREATMENT TANK 25.58 25.41' 25.24' 2 LEACHING POOLS (TYP) HA-AN800 TANK,AN800 245 NITROGEN REDUCTION 1 a BACKFILL MATERIAL TO BE 8'0 x 9'EFF.DEPTH A - TANK,AN800 245 PRETREATMENT 1 w CLEAN SAND&GRAVEL B 130002 SNG STANDARD 2 TANK CONNECTING KIT 1 BOT.EL.20.44' C - ASSEMBLY, RE-CIRCULATION 245 COMPLETE AN800 1 6'MIN PENETRATION INTO VIRGIN BOT.EL.16.24' D AN800-P AN800 W/PLATFORM COMPLETE 1 STRATA OF SAND&GRAVEL NOTE: E EC50-30-L150-PLC EC50-30-L-150-PLC 1 ALL PROPOSED SANITARY LINES TO BE 6"0 W PVC PIPE UNLESS SPECIFIED OTHERWISE. NO GROUNDWATER ENCOUNTERED W 14 TYPICAL HYDRO ACTION AN800 DETAIL 15 S.C.D.H.S. SANITARY LEACHING POOL TRAFFIC BEARING DETAIL 17 SANITARY SYSTEM #2 PROFILE NORTH N.T.S 8 N.T.S 8 N.T.S I I CONCRETE SIDEWALK,SEE DETAIL THIS L�Cc� fI wmD SHEET,ITEM 609.0101 ? N N N N JAN 2 0 2026CD CD 0 0 CD WOVEN WIRE FENCE(MIN 12 2'MIN z z LIDi; SOUTHOLd TOWN ti u') GAUGE W/MAX 6"MESH SPACING) 36"MIN LENGTH FENCE CONCRETE CURB TYPE VF6 SEE DETAIL ' Pt A.NNNIG BOARD o 0 0 0 POSTS DRIVEN MIN 16" 36"MIN FENCE POST THIS SHEET,ITEM 609.04010510 ch v n _ v v IT v v 10'MAX C.TO C. INTO GROUND WOVEN WIRE FENCE(MIN 14 M N a: w N N N N N Vc' EXISTING PAVEMENT GAUGE W!MAX 6"MESH W 00 � M v NSPACIN ) ITH FILTER CLOTHURBED GROUND N M N oNOTES: 50'MIN o 0 0 0 0 0TACK COAT ITEM 407 01021. STONE SIZE-USE 2"STONE,OR RIECLAIMED OR RECYCLED CONCRETE 77 3"ASPHALT BINDER COURSE-ITEMCEQUIVALENT. ioZSTONE EXISTING 404.19 O 2. LENGTH-NOT LESS THAN 50 FEETf(EXCEPT ON A SINGLE RESIDENCE LOT WHERE SEE NOTE 1 3' PAVEMENT of COMPACTED SOIL ��SEAL PAVEMENT JOINT Z O::.A 30 FOOT MINIMUM LENGTH WOUILD APPLY. r wI 1— ITEM 633.13000010 Q Z } O cn Z -� Z EMBED FILTER CLOTH ' / ; /x. y; ` ✓ f. :r F- m W Z 3. THICKNESS-NOT LESS THAN SIX 1(6)INCHES. FILTER / - " - x�a 1 t U' d OMOUNTABLE BERM u A MIN OF 6"IN GROUND < ' ,_ ._. ' FULL DEPTH SAWCUT-ITEM 520.09000010 - 4. WIDTH-TWELVE(12)FOOT MINIMIUM,BUT NOT LESS THAN THE FULL WIDTH AT S� -" ;' ``✓ ,',x EXISTING CLOTH p v W o co 4 z °,t' < i ' . N'!� �' J W m W U (OPTIONAL) �, v F t, POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF GROUND P RO F I LE o� _ �� a '"' ' m I- '!--!I Q a Q >> SINGLE ENTRANCE TO SITE. Q _ m n mm0 -� SECTION VIEW __ , .__, _ E....;..._ I t . 1 c� _....__ _` ...`- j--- I.�_ ;1�-�:I1�.'.� !,'. .. ,_,�...` Lu UNCLASSIFIED EXCAVATION 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF 50 MIN PERSPECTIVE VIEW = '' I 1 I, ` , ITEM 203.02 II i { I �I. 6. SURFACE WATER-ALL SURFACE}WATER FLOWING OR DIVERTED TOWARD EXISTING o z NOTES: ... _ � ... STONE. 1. WOVEN WIRE FENCE TO BE FASTENED SECUIRELY TO FENCE POSTS WITH WIRE TIES OR CONSTRUCTION ENTRANCES SHAd-L BE PIPED ACROSS THE ENTRANCE.IF PIPING GROUND IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. STAPLES.POSTS SHALL BE STEEL EITHER"T"'OR"U"TYPE OR HARDWOOD. Z 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH /�/ �� 2. FILTER CLOTH TO BE FASTENED SECURELY Tf0 WOVEN WIRE FENCE WITH TIES SPACED WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC �, i 12' ' EXISTING EVERY 24"AT TOP AND MID SECTION.FENCE SHALL BE WOVEN WIRE,12 j GAUGE.6" 6"AGGREGATE BASE COURSE IN TWO 3"LAYERS-ITEM 404.2589 RIGHTS-OF-WAY,ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED ONTO MIN... PAVEMENT MAX MESH OPENING. NOTE: 6"SUBBASE COURSE-ITEM 304.10119917 �0 IC PUBLIC RIGHTS-OF-WAY MUST BE.REMOVED IMMEDIATELY. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJIOIN EACH OTHER THEY SHALL BE 1. TACK COAT TO BE INSTALLED BETWEEN EACH LIFT OF ASPHALT. 8. WHEN WASHING IS REQUIRED,IT;SHALL BE DONE ON A AREA STABILIZED WITH OVER-LAPPED BY 6"AND FOLDED.FILTER CLIOTH SHALL BE EITHER FILTER X,MIRAFI Z 6� U o STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. PLAN VIEW Z 10OX,STABILINKA T140N,OR APPROVED EQUIIVALENT. 2. SHOULD THE PAVEMENT U DAMAGED DURING THE INSTALLATION OF PROPOSED CURB,THE z u �� PROPOSED ASPHALT SHOULDER SHALL BE RECONSTRUCTED TO THE NEAREST LONGITUDINAL o w U 9. PERIODIC INSPECTION AND NEEDIED MAINTENANCE SHALL BE PROVIDED AFTER 4. PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED EQUIVALENT. JOINT. EACH RAIN. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN O "BULGES"DEVELOP IN THE SILT FENCE. 3. PAVEMENT RESTORATION SHOULD REFER TO AND FOLLOW NYSDOT REGION 10 PAVEMENT REPAIR DETAILS(DWG NO.S PR-2A TO PR-1 0) �l6 d Ems. Z ,s STABILIZED CONSTRUCTION ENTRANCE T SILT FENCE DETAIL 20 PAVEMENT RESTORATION DETAIL �s u���`s�` 9 N.T.S 9 N.T.S 9 N.T.S 7) PED.ACCESS ROUTE/ BIUFFER ZONE SIDEWALK WIDTH SLOPE TRANSITION �.. _....._........_...._._.. WROTH VARIES 4'-0" MIN. MATERIAL AND (SBEE NOTE 13) WIDTH VARIES rIE INTO q A EXPANSION JOINT EVERY 20' 9" MAX OPTIONAL LEVEL SECTIONS 5'-0" / ExISTING GROU42 CURB (TYPE VARIES) ..... 6" C YPJ 6" (TYPJ /i �� Ve PITCH F+7" MIN., MIN. SLOPE 5% W tSFE 609 SER;ES STANDARD SHEETS} 6 CONCRETE SIDEWALK TOR"ln� t MAX. SLOPE 25% Q 15% M ROADWA• r` , 141 151 CONCRETE 11 JOINTS AS REQUIREDM - VARtES (SEE AREES `1 Z_ � T�: ` _SIDEWALK F- ` - -___ OPTIONAL 1" CURB REVEAL J ASPHALT OR PCC r + (SEE NOTE 27) W PAVEMENT a 6""� �^ \--SURFACE TYPE -6" MTN. SUBBASE,WHERE CURB I ° V J (SEE NOTE 13) REQUIRED (SEE NOTE 91 I \ 6" SUBBASE -- -..... EDGE OF PAVEMENT 0 SUBBASF (SEE PLAN BOTTOM OF CURB Q z 6" MIN. SUBBASE, WHERE 4" CONCRETE SIDEWALK » T_YP_IC_A�_SECTION) REQUIRED (SEE NOTE 9) (6" AT DRIVEWAYS) 8 R.C.A. - - - DETAIL T SFE PAVEMFNr-_-.; 6.(._ TYPE VF6 DRIVEWAY DROP 0 RECONSTRUCTION OPTIONS CONSTRUCTION JOINT E X PAN S I O N JOINT (VERTICAL FACED CURB WITHOUT CURB ANCHOR) CURB TRANSITION A AND B ON THIS SHEET VARIES EVERY 4'-0" EVERY 20'-0" (SEE NOTE 4) TYPICAIL SIDEWALK CROSS SECTION CURBED WITH BUFFER ZONE PLAN SECTION A-A z 0 ITEM 608.0101 ITEM 609.04010510 w 21 CONCRETE SIDEWALK DETAILS 22 CONCRETE CURB DETAIL 9 N.T.S 9 N.T.S Z LIJ � c� � { LLI ---------- 2 S PROPOSED I i LL - Z RIM EL24.2 ) t � I I Lu iJ l i EXISTING GRADE Z MEET EXISTING GRADE PROP EL 22.2 N LWU EL 22.3 MEET EXISTING GRADE 1 `, \ y. EL 24.77 y a LLj � C) EXISTING GRADE I ;•,. '.;...,, ""'; i � Q 67 EL 22.26EL EXISTING GRADE i LS,'" :,. -- EXISTING GRADE f 63 z C) Z _ _ 6x6-W2.9xW2.9 W.W.F.(TYP) - - - 11.57' - - - - - -.. EL,24.4 - - - - EL 24.5 - PROPERTY LINE -• - - - - - U J -1 t- ' A PROP EL 22.5 a ! PROPERTY LINE J ``^ISTING GRADE N o MEET EXISTING EL 24.4 '+ W L O 8"POURED CONCRETE MEET EXISTING GRADE `' GRADE EXISTING ASPHALT Cn I Z - PROP EL 22.05 r c s MEET EXISTING GRADE 6"COMPACTED GRANULAR SUBGRADE m EL 22.0 EL 22.15 DRIVEWAY TO REMAIN r ` f MEET'EXISTING GRADE EL 23.87 n O --------- u- EL239 EXISTING GRADE - - - SECTION A-A EL 21.90 - D ----------------------- --- ------- w Q - �- BACK OF PROPOSED 0 __........ ... -.....-. _ W MEET EXISTING GRADE '�' ___._.-..........__. � '� � z c„ SIDEWALK AND BEGIN o EL 23.9 BACK OF PROPOSED ' - SANDBAG OR BLOC > o PROPOSED ASPHALT o CONCRETE SIDEWALK �nl D W V ca DRIVEWAY o AND EDGE OF EXISTING o' MEET EXISTING L 21 DE0 - MEET EXISTING GRA&E ASPHALT DRIVEWAY MEET EXISTING GRADS N ;• ��p`� ----- ----------- ------ - EL239 EL 23.9 �4 MEET EXISTING-..._._ ......_...... ._.._---..._....._---.....__. ------ PROP EL 22.0 � ,, ------------------------------ ---------------------- ----- .'.. ' ___......_...__� ' NOTES EDGE OF DRIVEWAY EXISTING CONCRETE '" " MEET EXISTING GRA E SANDBAG OR BLOC FRONT EDGE OF ; , GRADE I / SIDEWALK t EXISTING �; EL 22.1 DRIVEWAY APRON TO EL 23.85 t „ THE SILT SOCK SHALL BE 1- FRONT OF PROPOSED ; , EXISTING GRADE EXISTING GRADE CONCRETE ? SIDEWALK REMAIN <- \Y PHOTODEGRADABLE SYNTHETIC FABRIC. DRIVEWAY APRON THE SILT SOCK SHALL HAVE A LIFE TO REMAIN " EXPECTANCY OF 12-24 MONTHS, AND AN 11 o �°_ i i OPENING OF 118" ------ - -- l BACK OF EXISTING BACK OF EXISTING t t 6"COMPACTED SUBGRADE TC=21.46 FACE OF DROP CURB TC=21.69 TC=22.72 ;; DROP CURB TC=23.10 ;' ••:•:•:•:•:... ' SILT SOCK SHALL BE BE MINIMUM 8" BC=20.93 f BC=21.26 ! FACE OF t RI VARIES RI I EXISTING CURB „� BC .36 EXISTING CURB BC=22.65 DIAMETER .. ti.... ...-- _ - _.._. _... ._......................................_ ,. ........_t _ .. .. _. -..... _.�_ �_._. - ... ..........__ ._ ...........-__._.--. i _. -.- --..-... ._.-_._:._ _ .... __..-_..___._. .t VARIES __. .............. . �.. ............. --.. .... _._...._._ _ 2.06' 19.06' 2.61' --- --__..........._........._............._ -- {�_ ......................._.._..._.. - --._........_...._..._.........._....._ - _.�_ F�O� THE FILLER MATERIAL SHALL BE TYPE 6 FRONT VIEW 2373' 1.50 19.42' 1.31' •• 22.23 / MULCH MATERIAL 3882 EXISTING EDGE EXISTING EDGE �p.�/ N 0 PAVEMENT ENT OF PAVEMENT F Y � SECTION A-- i SECTION A-A I 00 0 IF GUARD BAR IS NOT N Q >} J TIP-UP SECTION Q'YPJ AVAILABLE.USE A 0 > M MAX. SLOPE 12) PLAN VIEW (APRON 1) PLAN VIEW (APRON 2) CONCRETE BLOCK 7 Z m (SEE NOTE 121 �fOTy S4� SAW CUT EXISTING ASPHALT I4, OR CONCRETE DRIVEWAYS Ily fS : ? LEACHING POOL 0 0 Z M VARIES,SEE VARIES,SEE RIM EL 22.2 �N/ Cp �. LAYOUT POINT Tlpf� VARIES, EL 22.3 NOTES L.[- LL 4. x� 14 sy�C FACE OF CURB PLAN VIEW EL 21.70 EL 22.0 PLAN VIEW EL 23.0 1. INSTALL INLET PROTECTION AT ALL O O W of ,% °_ TIC 21.46 � QQs, • . '• '. ASPHALT DRIVEWAY PROJECT ARIEA PRIOR TO THE START OF Y 1 1 .. NZ FRONT EDGE PROPERTY TO CONTINUE CONSTRUCTION. 0 J 0 (SEE NOTE 221 �. +� `Z�O���� �OV�',�.9..�.-. "`- BC 20.93 ��qr 'Pfoi fs\ tQp o� LINE �F 2. INLET PROTECTION IS REQUIRED TO CO 0 0 0 OF PAVEMENT 8"POURED OF SIDEWALK `�� REDUCE SEDIMENT AND SOLUBLE Ln 0 LI- C) ROADWAY EDGE CONCRETE BACK EDGE OF SIDEWALK p�� POLLUTANTS ENTERING STORM DRAINS. k w ti4�Tf �, s;.' �a � 6x6-W2.9xW2.9 WI.W.F.(TYP) SECTION B-B 1 F� INLET PROTECTION DEVICES SHOULD BEOn fFT//B,4 m tlA� PLACED IN A MANNER WHICH - LAYOUT POINT `�1�"Aq/4 CORNEA R ANGL`1N ;s so O, G 4 f t� INTERCEPTS RUNOFF PRIOR TO y y ENTERING THE INLET,BUT DOES NOT LEACRIM EL002 YOGI' BLOCK OR DIVERT RUNOFF FROM THE OPTIONAL " VARIES,SEE VARIES,SEE INLET. e py N1S 0 T ONAL I CURB 5'0"MIN REVEAL (SEE NOTE 27) �, EL 25.0 EL 24.5 1.1E PLAN VIEW PLAN VIEW FACE OF CURB 3. THE INLET PROTECTION WILL BE Slo EL EL 23.87 INSPECTED WEEKLY AND IMMEDIATELY t+1Z fA `� f e` cUE� S�Q CURB TRANSITION C y 4 CUR DETAIL T \ ,\ OP, " ASPHALT DRIVEWAY , ' "� -' BC 22.65 AFTER STORM EVENTS.IF THE INLET s r (S SHEET 8} y r-DRIVEWAY OPENING , . q LIMIT-DRIVEWAY PROTECTION BECOMES CLOGGED WITH \ - - - - -_ Olf ( TO CONTINUE PROPERTY FRONT EDGE SEDIMENT,IT WILL BE REMOVED AND ........ ......... _ -iy - - -,^ LINE OF SIDEWALK ROADWAY EDGE CLEANED OR REPLACED PER THE Ex)srlNc cJri� -- - - BACK EDGE OF SIDEWALK 8"POURED OF PAVEMENT MANUFACTURER'S RECOMMENDATIONS. TYPE 3 DRIVEWAY ENTRANCE "' r ' , -'-'- - r "- CONCRETE �t • ' '` c HIGHWAY EDGE OF PAVEMENT 4. COMPOST SOCK SHALL BE REMOVED AT M FOR RESIDENTIAL OR COMMERCIAL DRIVEWAYS IN URBAN AREAS SHOULDER WIDTH' 6x6-W2.9xW2.9 W.W.F.(TYP) THE END OF EACH WORKING DAY. WITH POSTED SPEEDS of 45 MPH OR LESS � ' �`" ', DIRECTION OF TRAVEL SECTION B-B2 ,' i ..•� / i � i , � i , i / i i / , / ter., 8 TAPER METHOD WITH SIDEWALK AWAY FROM CURB OR NO SIDEWALK S ' ' '�' ' ,' ' ' ,' - 5 REMOVED ONCE THE IOCONSTRUCTION N WILL BE - ��p ��G NOTE: SEE TAPER METHOD OF LAYOUT NOTES ON SHEET 3 .... ......... p k- DRIVEWAY OPENING EDGE OF TRAVEL LANE ::•::•:::•:::• :•::•::::•::•:::•:: •::•:•::::•:•:::• WORK HAS BEEN COMPLETED. O ........... ..................... - ............. ,A*y tF SAWCUT.......� ................. (SEE NOTE IT) _SAWCUT f ........................ FO ! LIMITS OF SHOULDER RECOVSTRUCTION F�p� •.•••.•••. ITEM 608.0101 (SEE NOTE 13) DETAIL 8 STAKE OR SANDBAG NOTES: TYPICAL DRIVEWAY ENTRANCE APRONS&SIDEWALKS AT DRIVEWAYS MUST BE CONSTRUCTED OF REINFORCED LIMITS OF SHOULDER RECONSTRUCTION ITEM 209.23 01 I- W CONCRETE.REINFORCING SHALL BE WIRE FABRIC 6x6-W2.9xW2.9 W.W.F. W 23 CONCRETE APRON DETAILS r24 INLET PROTECTION DETAIL - TYPE 4 N.T.S 9 N.T.S I l; ^: rI ,r I�� v �7 sn sn L_Cr' _�Ll�V/L��D N N N N N N N N GENERAL NOTES LANE WIDTHS GHANNELIZING DEVICES to J�,N 2 0 2026 N r- � N � r- sn � 0000 1. THE TYPICAL DETAILS DEPICTED (ON THE STANDARD SHEETS AND IN THE M'JTCD.P.EFLECT 1. UNLESS AUTHORIZED BY THE ENGINEER, THE MINIMUM LA'IE WIDTHS FOR WORK ZONE TRAVEL 1. WHERE POSSIBLE ALL CHANNELIZING AND GUIDING DEVICES ARE TO BE PLACED SO AS TO SOUTH 0 LD TOWN > THE MINIMUM REQUIREMENTS. LANES SHALL BE AS FOLLOWS- FREEWAYS AND/OR EXPRESSWAYS IS 11'. THE MINIMUM PROVIDE A MINIMUM 2'LATERAL CLEARANCE TO THE TRAVELED NAY. PLANNING BOARD N Yj = > N N N N LANE WIDTH FOR ALL OTHER TYPES OF ROADWAYS IS 10'. ""�" o o = uj W o 0 0 0 2. PROPOSED REVISIONS TO THE TRAIFFIC CONTROL PLAN SHALL BE PROVIDED, IN WRITING, 2. A DROP-OFF OF GREATER THAN 24 INCHES WITHIN 10 FEET FROM THE EDGE OF THE M N W N N N N TO THE DOT ENGINEER FOR REVIEW AND APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER 2. A WT'TTTEN NOTE SHALL BE PROVIDED TO THE ENGINEER,A MINIMUM OF 21 CALENDAR DAYS TRAVELED WAY TO REMAIN AT THE END OF THE WORK SHIFT SHALL BE SEPARATED FROM N o W 00 00 M v DESIGNEE FIVE (5) WORK DAYS PRIOR TO THE PLANNED IMPLEMENIATION OF SUCH IN ADVANCE OF PERF6RMEN0 ANY WORK THAT RESULTS IN THE REDUCED WIDTH OF AN TRAFFIC WITH POSITIVE BARRIER. FOR POSTED SPEED LIMIT OF 45 MPH AND LESS, A M N o PROPOSED REVISIONS,EXCEPT FOR CHANCES THAT ALTER THE SCOPE OF THE TRAFFIC EXISTING ROADWAY,SO THAT THE ENGINEER MAY NOTIFY THE REGIONAL PERMIT ENGINEER DROP-OFF OF GREATER THAN 24 INCHES WITHIN 10 FEET FROM THE EDGE OF THE TRAVELED N M CM M CONTROL PLAN, SUCH CHANGES IIN SCOPE MUST BE SUBMITTED TO THE ENGINEER FOR IN A TIMELY MANNER. WAY THAT IS 100 FEET OR LESS IN LENGTH WILL BE ALLOWED WITH GHANNELIZING w o 0 0 0 0 APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE THIRTY (30) WORK DAYS DEVICES CONSISTING OF DRUMS,EXTRA TALL CONES,OR OVERSIZED VERTICAL PANELS W PRIOR TO IMPLEMENTATION OF SUICH REVISIONS. 3. IF THE WORK ZONE AFFECTS PEDESTRIANS,A MINIMUM PEDESTRIAN PATHWAY WIDTH OF 5 ONLY AT A MAXIMUM SPACING OF 20 FEET FOR SHORT DURATIONS NOR TO EXCEED ONE WORK FEET SHALL BE MAINTAINED UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. SHIFT. Z O 3. THE NAMES, ADDRESSES, AND TELIEPHON€ NUMBERS OF STAFF WHO ARE AUTHORIZED TO Z } SECURE LABOR, MATERIALS, AND(£QU',PMENT FOR EMERGENCY REPAIRS OUTSIDE NORMAL 4. TEMPORARY BICYCLE ACCOMMODAT'ONS SHALL NOT BE LESS THAN WHAT CURRENTLY EXISTS 3. TEMPORARY POSITIVE BARRIER MAY BE SUBSTITUTED WITH DRUM CHANNELIZING DEVICES, Q m 00 Z WORKING HOURS SHALL BE PROVIDED, IN WRITINf, TO THE NYSDOT ENGINEER, THE UNLESS AUTHORIZED BY THE ENGINEER. IN SOME CIRCUMSTANCES, WITH APPROVAL OF THE REGIONAL TRAFFIC ENGINEER BASED ON ENGINEER WILL PROVIDE THE SUBIMITTED INFORMATION TO REGIONAL MANAGEMENT,THE NEW GUIDANCE FOUND IN THE HIGHWAY DESIGN MANUAL AND ENGINEERING JUDGEMENT, LLI W Z p YORK STATE POLICE, THE RESIDENNT ENGINEER, AND THE LOCAL POLICE, f?RgT �,L Y�HI.LU &%J� ACCESS � W co Lu Z)U) 4. STANDARD SHEET 619-503 MAY BIE USED FOR AN OFFSITE DETOUR SETUP FOR BOTH 1. PROTECTIVE VEHICLES ARE DIVIDED INTO 2 CATEGORIES BASED ON THE GROSS VEHICLE U Of Q Of Y U) W LONG TERM AND SHORT TERM WORK DURATIONS. WFCHT (GVWh 1. LEASTRTYOWNRSR RIVEWAYSWIADEINACCESSIBLE IL SSHALL BE NOTIFIED AT GO) a U M OWNERS TO RESTRICTING USE DRIVEWAY. FOR LL. 5. REGIONAL HIGH-VOLUME RESTRICTIONS SHALL BE FOLLOWED.CONSULT WITH DOT ENGINEER -PROTECTIVE VEHICLE LIGHT (PVL) SHALL HAVE A MINIMUM GVW OF 9,500 LBS.OR PROPERTIES, AT LEAST ON,' DRIVEWAY SHALL BE OPEN AT ALL TIMES.ACCESS SHALL BE IF EXCEPTION NEEDED. GREATER. RESTORED TO ALL DRIVEWAYS AS SOON AS POSSIBLE. 6. PLAN AHEAD TO AVOID CONFLICTIING WORK ZONES.CHECK FOR CONSTRUCTION PROJECTS, - PROTECTIVE VEHICLE HEAVY tPVH)SHALL HAVE A MINIMUM GVW OF 22,000 LBS.OR 2. SUITABLE RAMPS SHALL BE INSTALLED TO MAINTAIN SMOOTH TRANSITIONS FROM CLOSURES,R RESTRICTIONS AT WIWW.StINY.ORG, WWW.DOT.NY.GOV/PROJECTS. AND WITH GREATER. RESIDENTIAL AND COMMERCIAL DRIVEWAYS TO AND FROM THE WORK AREA, W NYSDOT ENGINEER. 2. IF THE PROTECTIVE VEHICLE ENCROACHES INTO THE TRAVEL LANE, OR IF IT REMAINS LANE CLOSURES Z 7. WORK ZONE INCIDENTS SHALL BE DOCUMENTED AND REPORTED USING EITHER THE ENTIRELY ON THE SHOULDER OF ANY HIGH SPEED ROAD (45 MPH), IT SHALL BE EQUIPPED N/L9 DEPARTMENT'S WORK ZONE INCIDENT FORM. DR THE CONSTRUCTION INCIDENT REPORTING W:TH A CEPLOYED TRJCK/TRAILER MOUNTED IMPACT ATTENUATOR ([MIA, SEE TABLE 011-01 1. LANE CLOSURES SHALL BE LOCATED TO PROVIDE OPTIMUM VISIBILITY, IL BEFORE � r- SYSTEM, AS APPROPRIATE. ON SHEET 619-011). BALLAST MAY BE USED TO BRING A LIGHTER VEHICLE UP TO THE CURVES AND CRESTS, TO THE EXTENT CONDITIONS PERMIT. INDICATED WEIGHT PROVIDED THE BALLAST IS SECURELY CONTAIKD WITHIN AN ENCLOSED S 00 8. CONSIDER CLOSURE WIDTH AND TIRE ABILITY TO ACCOMMODATE WIDE LOAD VEHICLES BEFORE BODY OR OTHERWISE SECURELY FASTENED TO THE VEHICLE PURSUANT TO FEDERAL MOTOR' 2. THE ENGINEER MAY REQUIRE THAT ALL LANES BE RE-OPENED AT ANY TIME IF THE ROUTE $� tO, of ESTABLISHING WORK ZONES. CARRIER SAFETY ADMINISTRATION (FMCSA)CARGO SECUREMENT RULES, SUCH THAT: IS NEEDED FOR EMERGENCY PURPOSES. THIS COULD INCLUDE INCIDENTS AT LOCATIONS LLJ Z c9 U c,OUTSIDE THE CONTRACT LIMITS. Z 1� CC) *� 9. IF THE WORK ZONE AFFECTS AN (EXISTING ACCESSIBLE AND DETECTABLE PEDESTRIAN - THE BALLAST WILL NOT SEPARATE FROM THE VEHICLE UPON IMPACT AND o W U FACILITY.ACCESSIBILITY AND DETIECTABILITY SHALL BE PROVIDED ALONG THE ALTERNATE 3. EACH ARROW PANEL SHALL BE VISIBLE 1500 FEET IN ADVANCE FROM ANY POINT WITHIN LL _ ROUTE. - THE BALLAST WEIGHT WILL NOT EXCEED THE MANUFACTURER'S GROSS VEHICLE WEIGHT THE ROADWAY. 0 � o a RATING (GVWR). J COO ACTIVITY AREA RANG£ OT �- - TRUCK/TRAILER MOUNTED IMPACT ATTENUATORS SHALL NOT BE MO%TEO/INSTALLED ON 2 1. A 500' MINIMUM LONGITUDINAL DISTANCE SHALL BE MAINTAINED BETWEEN CONSTRUCTION VEHICLES WITH A GROSS WEIGHT (GVW) LESS THAN WHAT IS MINIMALLY REQUIRED BY THE 1. ALL DIMENSIONS ON ANY 619 STANDARD SHEET ARE NOMINAL. S� OPERATIONS ON ALTERNATE SIDES; OF THE ROADWAY,UNLESS OTHERWISE APPROVED BY THE MANUFACTURER OF THE TMIA. Z ENGINEER. - WHEN A DECIMAL POINT WITH SIGNIFICANT DIGIT(S) TO THE RIGHT OF IT IS/ARE * `�C 3. WPEN A PROTECTIVE VEHICLES) IS USED BETWEEN THE WORK VEHICLE (CREW)OR HAZARD PRESENT-TOLERANCE FOR EACH DIMENSION IS ONE HALF OF THE LAST SIGNIFICANT DIGIT cn 2. WHEN TWO OR MORE AREAS ARE ADJACENT,OVERLAP.OR, ARE IN CLOSE PROXIMITY, THE AND THE TRAFFIC IN A MOVING OPERATION IT IS REFERRED TO AS A SHADOW VEHICLEtS). IN THE UNITS SHOWN.fe.g. 1.0' IS 0.05' I1 1.00" IS 0.005"L to N CONTRACTOR SHALL ENSURE THERIE ARE N0 CONFLICTING SIGNS AND THAT LANE CONTINUITY o IS MAINTAINED THROUGHOUT ALL IWORK AREAS, 4. WHEN A PROTECTIVE VEHICLES) IS USED BETWEEN THE WORK VEHICLE (CREW) OR HAZARD -OTHERWISE, TOLERANCE FOR EACH DIMENSION IS THE LESSER OF IOY. OF THE NOMINAL N AND THE TRAFFIC IN A STATIONARY OPERATION lT IS REFERRED TO AS A BARRIER DIMENSION SHOWN OR 6" (e.g. TOLERANCE FOR 3' IS 3.6" 8 TOLERANCE FOR 10'1S SIGNS VEHICLES). O 1. THE LOCATIONS OF THE SIGNS SHIOWN ON THE WORK ZONE TRAFFIC CONTROL PLANS AND S. W-EN A PROTECTIVE VEHICLE IS USED IN ADVANCE OF EITHER MOVING OR STATIONARY 2. TOLERANCE ARE NOT CUMULATIVE.ABOVE DOES NOT APPLY WHEN ANY RANGE,MAXIMUM OR N DETAILS MAY BE ADJUSTED BASED ON SIGHT DISTANCE AND OTHER CONSIDERATIONS. THE OPERATIONS TO DISPLAY SIGN MESSAGES IT IS REFERRED TO AS AN ADVANCE WARNING MINIMUM DIMENSION OR A CONTEXT SPECIFIC TOLERANCE IS SPECIFIED. FINAL LOCATIONS OF SIGNS ARE ;SUBJECT TO APPROVAL OF THE ENGINEER. VEHICLE. WHEN SIGNS ARE MOUNTED ON AN ADVANCED WARNING VEHICLE, THEY SHALL NOT Q OBSTRUCT VISIBILITY OF ANY LIGHTS (TAILLIGHTS OR WARNING LIGHTS),OR SIDE-VIEW cu 2. FOR LONG TERM WORK DURATIONS„ ANY EXISTING SIGNS, INCLUC[NG OVERHEAD SIGNS, MIRRORS ON THE VEHICLE, OR TRUCK MOUNTED ARROW BOARDS. WHICH CONFLICT WITH THE TEMPORRARY TRAFFIC CONTROL SIGN LAYOUT SHALL BE COVERED. Z < CJ J w REMOVED,STORED OR RESET,AS,APPROVED BY THE ERCINEER. ALL APPROPRIATE EXISTING S. IN A MOVIN; OPERATION OR A STATIONARY OPERATION THAT OCCUPIES A LOCATION FOR UP SIGNS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND/OR LOCATION UNLESS TO 1 HOLR, THE OPERATOR SHALL REMAIN IN THE PROTECTIVE VEHICLE WITH THE SAFETY w OTHERWISE REPLACED IN THIS COINTRACT. BELT ANC HEADREST PROPERLY ADJUSTED, MAINTAIN VEHICLE SPACING,AND KEEP THE WHEELS ALIGNED WITH THE LANE STRIPING AND LANE TO MAINTAIN LANE DISCIPLINE AND W 3. SIGNS AT OR NEAR INTERSECTIONIS SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT A TO STAY IN LANE IF STRUCK. THE PARKINC BRAKE SHALL BE SET WHENEVER POSSIBLE. MOTORIST'S LINE OF SIGHT. TWO-WAY RADIOS SHOULD BE USED TO COMMUNICATE BETWEEN THE OPERATOR AND THE WORK U LL 0 4. SIGNS MOUNTED ON THE MEDIAN OF DIVIDED HIGHWAYS WHERE MEDIAN BARRIER IS IN CREW. z 0 Z PLACE MAY BE MOUNTED ON THE IBARQIER WITH A SADDLE TYPE BRACKET OR OMITTED WITH 7. IN A STATIONARY OPERATION THAT OCCVPTES A LOCATION FOR MORE THAN I HOUR,ONCE THE APPROVAL OF THE DOT ENGINEER.LAYING THE SIGN DGWN IN A HORIZONTAL POSITION THE PROTECTIVE VEHICLE HAS BEEN APPROPRIATELY PLACED. IT SHOULD BE UNOCCUPIED. 1S NOT PERMITTED. UNOCCUPIED VEHICLE SHALL BE POSITIONED PARALLEL TO TRAFFIC, PARKING BRAKE SET, Z Z CU IN IN 2ND GEAR (MANUAL TRANSMISSIONS /ENGINE OFF)OR PARK / NEUTRAL 0 5. THE DIMENSIONS OF WORK ZONE TFRAFFNC CONTROL SIGNS ARE DESCRIBED TkE MUTCO. (AUTOMATIC TRANSMISSIONS). THE FRONT W14EELS SHALL BE ALIGNED WITH THE LANE FL ANY CHANGES TO THE DIMENSIONS SHALL BE APPROVED BY THE REGIONAL DIRECTOR OR BY STRIPING AND LANE TO MAINTAIN LAVE DISCIPLINE AND TO STAY IN LANE IF STRUCK. HIS/HER DESIGNEE. lo- U- 8. NO WORK ACTIVITY, EQUIPMENT, VEHICLES AND/OR MATERIALS SHALL BE LOCATED BETWEEN 6. NYR9-12 SHALL BE USED IN PLACE OF NYR9-11 WHEN A REDUCED REGULATORY SPEED LIMIT THE PROTECTIVE VEHICLE AND THE ACTIVE WORK AREA(ROLL AHEAD DISTANCE). 7 SIGN IS AUTHORIZED. 9. DIRECT VERBAL COMMU'FNICATION BETWEEN THE PROTECTIVE VEHICLES ANO THE WORK z 7. RIGID AND FLEXIBLE "ROLL-UP" SIGNS MAY BE USED FOR MOBILE,SHORT DURATION AND VEHICLENS)/ EQUIPMENT i4ALL BE UTILIZED WHERE AVAILABLE, W SHORT-TERM STATIONARY WORK. RUIGID SIGNS MUST BE MOUNTED AT LEAST 5 FEET ABOVE GRADE (7 FEET WHERE THERE ARE PEDESTRIANS OR PARkED CARS). FLEXIBLE SIGNS SHALL 0 BE MOUNTED AT LEAST ONE FOOT' ABOVE GRADE.MESH SIGNS SHALL NOT BE USED.USE RETRO REFLECTORIZED RIGID SIGNNS FOR NIGHTTIME WORK. w 0- NEWYORK Department of STATE OF t�t OPPORTUNITY. Transportation NOTE: ° U.S. CUSTOMARY STANDARD SHEET uj WORK ZONE TRAFFIC CONTROL 1 . ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10 AM AND AFTER 3 PM. NO LANE GENERAL NOTES LLI ANY ERRATA 3 EFF. 05/01/24 (SHEET 1 OF 2) CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. NIGHTTIME LANE ISSUED WITH E8 24-007 W � APPROVED DECEMBER 21,2022 ISSUED UNDER El 22-(033 CLOSINGS WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE U Z ERRATA 2 EFF. 09/01/23 'Z j Us Zti ISSUED WITH EB 23-016a7TaN ytLimsx7ey- 619-010 PERMIT INSPECTOR. �o ERRATA 1 EFF. 05/01/23 ROBERT LIMOGES, P.E. ISSUED WITH EB 22-033 DIRECTOR, OTSM fY i ui 2. BETWEEN THE FRIDAY BEFORE MEMORIAL DAY AND LABOR DAY, NO DAYTIME LANE �' w Z Z Lu ^ N CLOSURES ARE ALLOWED, AND NO NIGHTTIME LANE CLOSURES ARE ALLOWEDCl z N Lu W ~ w �a � W 0 -) BEFORE 10 PM. ~ ? O � � Y BEFORE MEMORIAL W co wrXtx nllRar)nN nl>sNTnnuc ?FS rDGHT��MF nIaFAT)�,�. 3. BETWEEN THE F R I DA 0 M M 0 DAY AND LABOR R DAY, N 0 LANE z w 1. THERE ARE MAINLY FIVE WORK DURATIONS- N1, WORK OCCURRING AFTER SUNSET AF4) BEFORE SUNRISE WILL BE CONSIDERED NIGHTTIME CLOSURES ARE ALLOWED O N F R I DAYS AFTER 1 P M I N THE EASTBOUND DIRECTION; W " u ~ o A.LONG-TERM IS STATIONARY WORK THAT OCCUPIES A LCCATION MORE THAN 3 OPERATIONS, CONSECUTIVE DAYS. N2. ALL SIGNS,STOP/SLOW PACCLES AND RED FLAGS USED TO WARN/ALERT/CONTRO, TRAFFIC SHALL BE RS INVOLVED VE SHALL AND NO LANE CLOSURES ARE ALLOWED ON SUNDAY NIGHTS IN THE WESTBOUND z B.INTERMEDIATE-TERM IS STATIONARY WORK THAT OCC:I^IFS A LOCATION MORE 0 THAN ONE DAYLIGHT(PERIOD UP TO 3 CONSECUTIVE DAYS,(Xt NIGHTTIME WORK h3. ALL WORKERS INVOLVER SHALL WEAR PROTECTIVE HELMETS AND NIGHTTIME APPAREL IN ij LASTING MORE THAN 1 HOUR. ACCORDANCE WITH g107-05A.NIGH VISIBILITY APPAREL AT ALL TIMES. C. SHORT-TERM IS STATIONARY DAYTIME WORK THAT OCCUPIES A LOCATION FOR N4, VEHICLES OPERATING ON THE PAVEMENT OF A CLOSED ROADWAY OR TRAVEL LANE SHALL DIRECTION. > W MORE THAN 1 HOUR WITHIN A SINGLE DAYLIGHT PERIOD. DISPLAY ROTATP& AMPLER BEACONS OR FLASHING LED BEACONS AT ALL TIMES. 0 D. SHORT DURATION IS WfORK THAT OCCUPIES A LOCATION UP TO I HOUR. IT N5, LEVEL I ILLUMINATION SHALL BE PROVIDED NEAR THE BEGINNING OF LANE CLOSURE CAN BE PERFORMED":NG THE DAYTIME DR AT NIGHT IN ACCORDANCE TAPERS AND AT ROAD CLOSURES, INCLUDING THE SETUP AND REMOVAL OF THE CLOSURE WITH NOTES N1 TO N111 NOTES ON NIGHTTIME WORK. TAPERS, E. MOBILE IS WORK THATF MOWS INTERMITTENTLY OP CONTINUOUSLY WHERE THE NG. LEVEL If ILLUMINATION SHALL BE PROVIDED FOR FLAGGING STATIONS, ASPHALT PAVING, WORK AT ANY SPECIFIC LOCATION COMPLETES WITHIN 15 MINUTES. IT IS USED MILLING, AND CONCRETE PLACEMENT AND/CP REMOVAL OPERATIONS,INCLUDING BRIDGE FOR VEHICLE BASED (OPERATIONS AND DOES NOT INVOLVE WORKERS ON FOOT. DECKS,50 FEET AHEAD OF AND 100 FEET BEHIND A PAV114G OR MILLING MACHINE. IT CAN BE PERFORMED "ING THE DAYTIME OR AT NIGHT IN ACCORDANCE WITH NOTES N1 TO N10 NOTES ON NIGHTTIME WORK, N7. LEVEL III ILLUMINATION SHALL BE PROVIDED FCR PAVEMENT OR STRUCTURAL CRACK 2. SPECIAL OPERATIONS ARE WORK; OPERATIONS THAT DO NOT FIT INTO ONE OF THE FILLING,JOINT REPAIR,PAVEMENT PATCHING AND REPAIRS,INSTALLATION DF SIGNAL EQUIPMENT OR OTHER ELECTRICAL/MECHANTCAL EQU'IPMENT, AND OTHER TASKS INVOLVING ABOVE FIVE CATEGORIES.SPECIAL OPERATIONS INCLUDE- FiNL DETAILS OR INTRICATE PARTS AND EQUIPMENT. A. STOP AND GO OPERATIONS - WORK THAT COMPLETES WITHIN 5 MINUTES AND N8. ALL LIGHTING SHALL BE DESIGNED,INSTALLED, AND OPERATED TO AVOID GLARE THAI ALLOWS WORKERS ON FOOT. AFFECTS TRAFFIC ON THE ROADWAY OR THAT CAUSES ANNOYANCE OR DISCOMFORT FOR 8.OTHER OPERATIONS INCCLUDING MOWING, MULCHING/HERBTCIDE OPERATIONS, RESIDENCES ADJOINING THE ROADWAY. TEMPORARY ROAD/INT[ERSECTIGN CLOSURES,ETC. N9. PRIOR TO THE START OF NICHTTIME OPERATIONS, A WRITTEN NIGHTTIME OPERATIONS AND LIGHTIN;, PLAN IS REQUIRED FOR APPROVAL FROM THE DOT ENGINEER. ROADWAY TYPE nFFTNTnnNs KID.SEE STANDARD SPECIFICATIONS §619 FOR ADDITIONAL REQUIREMENTS AND CONSIDERATIONS. REFER TO SECTION 619-3.199 FOR BALLOON LIGHTING REQUIREMENTS. 1. FREEWAY: Nit, FLAGGERS SHALL USE A FLASHLIGHT WITH RED GLOW CONE/RED LED BATON FOR FLAGGING A.INTERSTATEs INTERREGIONAL HIGH-SPEED,HIGH-VOLUME, DIVIDED FACILITIES WITH IN NON-ILLUMINATED FLAGGER STATIONS DLR14G NIGHTTIME OPERATIONS, COMPLETE CONTROL OF ACCESS, Y CV B. PARKWAY:DIVIDED HIGHWAYS FOR NON-COMMERCIAL TRAFFIC WITH FUlI CONT11N, O OF ACCESS,GRADE PARIKWAY SEPARATIONS, INTERCHANGES, AND OCCASIONAL AT- O LO GRADE INTERSECTIONS. PARKWAYS ARE DESIGNATED BY LAW, JQ 2. EXPRESSWAY:DIVIDED HIGHWAYS FOR THROUGH TRAFFIC WITH FULL OR PARTIAL CONTROL s N . OF ACCESS AND GENERALLY WITH GRADE SEPARATIONS AT MA)OU CROSSROADS. ALL W O c')W Y p FREEWAY STANDARD SHEETS ARE APPLICABLE TO EXPPFSSWAY, N 3. NON-FREEWAYS � z J 0, A.MULTILANE DIVIDED HIGRIWAY } m B. MULTILANE UNDIVIDED HIGHWAY s c M C. TWO-LANE TWO-WAY ROAIDWAY U- Z V ALL NON-FREEWAYS CAN BE EITHER URBAN OR RURAL. O0W URBAN: (MEETS MORE THAN 1 OF THE FOLLOWING CRITERIA) Z U •HIGH DENSITY DEVELOPMENT Y *VARIED BUILDING PARKING O O O •VARIED BUILDING SETBACKS •MULTI-STORY AND LOW-TO MEDIUM-P.ISE STRUCTURES FOR RESIDENTIAL •COMMERCIAL,AND EDUCATNflNAL USES, STRUCTURES THAT kCC0M1(ODk'E MIXED � f-- LLO USES:COMMERCIAL. fENT:kI, AND PARKING *LIGHT INDUSTRIAL.AND SOMETIMES HEAVY INDUSTRIAL,LAND USE *PROMINENT DESTINATIONS 'WITH SPECIALIZED STRUCTURES,E.G.LARGE THEATERS, D F SPORTS FACILITIES OR CONFERENCE CENTERS Cn (n ►NIGH LEVELS OF PEDESTRIAN AND BICYCLIST ACTIVITY, WITH NEARLY CONTIN'UOUIS SIDEWALKS AND MARKED CROSSWALKS 0 •HIGHER DENSITY OF TRANSIT STOPS AND ROUTES •DRIVEWAY DENSITIES GREATER THAN 25 DRIVEWAYS/MILE ON EACH SIDE OF THE ROAD *MINOR COMMERCIAL DRIVEWAY DENSITIES OF 10 DRIVEWAYS/M`.LE OR GREATER *MAJOR COMMERCIAL DRIVEWAYS •HIGH DENSITY OF CROSS STREETS RURAL:DOES NOT MEET MORE THAN ONE OF THE ABOVE CRITERIA. NAEWYORK Department of oPPORTUNITY. Transportation LL 0 U.S. CUSTOMARY STANDARD SHEET V v N WORK ZONE TRAFFIC CONTROL GENERAL NOTES ANY (SHEET 2 OF 2) V APPROED DECEMBER 21,2022 ISSUED UNDER El 22-1033 wcr F- uj Z; ! R1-t,-e, L t 4 noqes, 619-010 W wc ERRATA I eff. 09/01/23 ROBERT LIMOGES, P.E. 2 LL o ISSUED WITH EB 23-016 DIRECTOR, QTSM U) IT 'IT LO LO N N Q N co M LO N 00 O) � r JAN Z 0 2026 N N O O O O SOUTHOLD TOWN WORK ZONE TRAFFIC CONTROL LEGEND WORK ZONE TRAFFIC CONTROL LEGEND PLANNING BOARD N U) _ N N N N 00 = W w0000 SYMBOL DESCRIPTION SYMBOL DESCRIPTION N o W N o M q c'+)N ; NQNN w...,..„.„, i Je 1 ARROW PANEL SIGN, TEMPORARY NMcMM � O O O O O W '^ ARROW PANEL,CAUTION MODE SPOTTER OZ O Z '"- ARROW PANEL TRAILER OR SUPPORT 0 TEMPORARY POSITIVE BARRIER < F_ Z Q O 1- 1 CHANGEABLE MESSAGE SIGN(PVMS) ® TEMPORARY POSITIVE BARRIER WITH WARNING LIGHTS Q W Q m U �QwY 0W CHANNELIZING DEVICE (. ' TEMPORARY TRAFFIC SIGNAL HEAD d 0 O U Of CONE TYPE III BARRICADE ® CRASH C:USHION/TEMPORARY IMPACT ATTENUATOR WARNING LIGHTS z }' �`' 0 �...�,. DIRECTION OF TEMPORARY TRAFFIC DETOUR „._�,;_ WORK AREA �O r� �N/0 01 ��► DIRECTION OF TRAFFIC cn � s WORK VEHICLE L'j _ �� U 6 AUTOMATIED FLAGGER ASSISTANCE DEVICE WORK VEHICLE 1MUL.CHING/HERBICIDE OPERATION) z 04 WITH OPERATOR � � o W U FLAGGERI WORK VEHICLE U'AVEMENT: MARKING) 0 v �o W Q j FLAG TFREE WORK VEHICLE (SIGNAL WORK) �b� S� ¢ Z ��•«� LUMINAIRZE PV PROTECTIVE VEHICLE N � MOWER } PROTECTIVE VEHICLE LIGHT o PARKWAY(GRASS SHOULDER Vw PROTECTIVE VEHICLE HEAVY U cu :3 REMOVED)PAVEMENT FOR ADLONG GS TERN PROD CT TRUCK/TRAILER MOUNTED IMPACT ATTENUATOR (TMIA) Q 0 c m U ;'f PORTABL.E VARIABLE MESSAGE SIGN z Q Z ORANGE FLAGS VARIABLIEFOR MESSAGEARROW SIGN(PVMS)PORTABLE . ` W z0 z z Z I SKIP LINE I SKIP LINE W 0 30' 30' U W ..�. �.. Q W ._J Al EXISTING NORMAL BROKEN LANE LINE � 0 < DETAIL O11A - E)XISTING SKIP LINES STATE& K Department of OPPORTUNITY. Transportation {. U.S. CUSTOMARY STANDARD SHEET NOTE: U LLJ W 1 . ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10 AM AND AFTER 3 PM. NO LANE w m WORK ZONE TRAFFIC CONTROL P � GENERAL TABLES OF 2� SHEET I LEGEND CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. NIGHTTIME LANELU CLOSINGS WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE W ° APPROVED DECEMBER 21.2022 ISSUED UNDER El 22-033 z ) 0 zw ERRATA 2 EFF. 09/01/23 ISSUED WITH EB 23-016 Rndre_ LCnuxge,- 619_01 i z Q Z cS ERRATA 1 EFF. 05/01/2023 ROBERT LIMOGES, P.E. PERMIT INSPECTOR. __I Q) g , ISSUED WITH EB 22-033 DIRECTOR, OTSM Z Zrl 2. BETWEEN THE FRIDAY BEFORE MEMORIAL DAY AND LABOR DAY, NO DAYTIME LANE z u ; N CLOSURES ARE ALLOWED, AND NO NIGHTTIME LANE CLOSURES ARE ALLOWED z z � � Z N W a I=W � � � Q 3 BEFORE 10 PM. zo TABLE 011-01: PROTECTIVE VEHICLE REQUIREMGNTSA'B 3. BETWEEN THE FRIDAY BEFORE MEMORIAL DAY AND LABOR DAY NO LANE DURATION MOBILE OPERATION AND STOP (: GO SHORT DURATION OPERATION SHORT TERM OPERATION INTERMEDIATE TERM OPERATION LONG TERM OPERATION 1 Z CLOSURES ARE ALLOWED ON FRIDAYS AFTER 1 PM IN THE EASTBOUND DIRECTION; W N c) FREEWAY CLOSURE TYPE ROAD TYPE rk SPEED NON FREEWAY FREEWAY NON-(REEWAY FREEWAY NON-FREEWAY FREEWAY NON-FREEWAY FREEWAY NON-FREEWAY W L¢L O -•----- t 45 MP4 35 40 MPS# <30 MPH a 45 MPH 35 - 40 M'ci 5 30 McT{ r 45 MPH 35 - 40 MPH s 30 MPH t 45 MPH 35 - 40 MPH 4 30 MPH t 45 MPH 35 - 40 MPH s 30 MPH EXPOSURE CONDITIONS AND NO LANE CLOSURES ARE ALLOWED ON SUNDAY NIGHTS IN THE WESTBOUND Z (SEE NOTE It U WORKERS ON FOOT OR W WORK VEHICLE EXPIOSED PVH+TMIA PVH+TMIA PV:+TM'A PVL PVH+TMIA PVH+TMIA PVL+TMIA P4'L PVH+TMIA PVH+TMIA PVL+TMIA PVL PVH+TMIA PVH+TMIA PVL+TMIA NOTES 2 PVH+TMIA PVH+TMIA PVL+TMIA NOTES 2 DIRECTION. - J W TO TRAFFIC U LANE CLOSURE OR -NO WORKERS ON F'OQT SEE SEE SEE SEE SEE ENCROACHMENT -NO WORK VEHICLE PVH+TMIA PVH+TMIA PVL PVL PVH+TMIA PVH+TMIA PVL PVH+TMiA PYH+TMIA PVH+TMIA PVH+TMIA EXPOSED TO TRAFFIC NOTE 2 NOTE 2 NOTE 2 NOTE 2 NOTE 2 -OTHER HAZARDS EXPOSE^ UE EQUIPMENT,MATERIALS) WORKERS ON FOOT OR SEE SEE SEE SEE WORK VEHICLE EXPOSED PVH+TMIA PVH+TMIA PVL+TMIA PYL PVH+TMIA PVH+TMIA PVL PVL PVH+TMIA PVH+TMIA PVL PVL PVH+IM:A PVH+TMI4 NOTE 2 NOTE 2 +TMIA PVN+TMIA NOTE 2 NOTE 2 SHOULDER CLOSURE TO TRAFFIC OR ENCROACHMENT -NO WORKERS ON FOOT -NO WORK VEHICLE PVH+TMIA PVH+TMIA PVI. PVL PVC'+TM:A PVH+TMIA PVL SEE PVH+TMIA SEE SEE SEE py)t+TMIA SEE SEE SEE EXPOSED TO TRAFFIC NOTE 2 NOTE 3 NOTE 2 NOTE 2 NOTE 3 NOTE 2 NOTE 2 -OTHER HAZARDS EXPOSED GE EQUIPMENT,MAIIERIALS, EXCAVATION) LEGEND NOTES PVL - PROTECTIVE VEHICLE LIGHT (MINRMUM GROSS WEIGHT %S00 LBS. OR GREATER:(SEE NOTE 5) 1. THE EXPOSURE CONDITIONS ASSUME THERE IS NO POSITIVE PROTECTION PRESENT. PVH - PROTECTIVE VEHICLE HEAVY (MINtI". CROSS WEIGHT 22,000 LBS.OR GREATER) TMIA -TRUCK/TRAILER MOUNTED IMPACT ATTENUAIOR 2. EITHER A PROTECTIVE LIGHT (PVL) OR THE STANDARD BUFFER SPACE (SEE TABLE 011-03 SHALL BE PROVIDED. A. THESE PROTECTIVE VEHICLE REQUIREMENTS ARE NOT APPLICAR'_E TO PAVING AND MILLING OPERATIONS.A 3. EITHER A PROTECTIVE VEHICLE HEAVY (PVH) OR THE STANDARD BUFFER SPACE (SEE TABLE 011-03)SHALL BE PROVIDED. STANDARD BUFFER SPACE SHALL BE PROVIDED FOR THESE CPERATIO% IN ACCORDANCE W174 TABLE 011-03. 4. TRUCK/TRAILER MOUNTED IMPACT ATIENUATORS (TMIA) SHALL NOT BE MOUNTED/INSTALLED ON VEHICLES WITH A GROSS B. THESE PROTECTIVE VEHICLE REQUIREMENTS ARC NOT APPL.ICAg,,E TO FLACC)Nr OPERATIONS. PROTECTIVE VEHICLE WEIGHT (GVW)LESS THAN WHAT IS MINIMALLY REQUIRED BY THE MANUFACTURER OF THE TMIA. (� VEHICLES WITH APPROPRIATE ROLL AHEAD D15TANCE MAY BE USED IN ADVANCE OF THE WORK AREA IF DEEMED Y N NECESSARY BY THE DOT ENGINEER AND THEIR DESIGNEE. 5. PROTECTIVETHE USE OF A VEHICLE THE POSTED SPEEDLI ITS IS 14 LIGHT 0 MPHUNLESS OTHERWISE SHADOW TH HICLE I LIMITED ISEAUORIZEDBYTHE ENGINEERFREEWAY ROADWAYS WHERE TABLE 011-02. TAPER LENGTHS & NUMBER OF CONES CHART Q 0 O � I m SHOULDER TAPER LENCT N0 k: Ch o )/ N TAPER LENGTH: (FT. • OF SKIP LINES/ « OF CHANNELIZING DEVICES ffT.1/ • OF SX1P LINES/ " OF O W Y PRECONSTRUCTTON CHANNELIZING DEVICES O POSTED SPEED LATERAL SHFT OF TRAFFIC FLOW PATH (FTJ FOR SHOULDER WIDTH ~ Z m LIMIT IMPH) 4 5 6 1 8 9 2O )t 12 s 4 FT. 5 - I FT. 8 FT. 9 FT. 10 FT. mac' 11 FT. 12 FT. c25 40/1/2 BOJ2/3 80/2/3 80/2/3 80/2f3 120/3/4 120/3/4 120/3/4 120/3/4 40/l/2 40/i/2 401112 40/i/2 401112 40/t/2 40/1/2 0 0 30 80/2/3 80/2/3 80/2/3 120/3J4 120/3/4 160/4/5 t6014JS 164/4/5 200/S!6 40I1/2 40/1/2 40/i/2 4Q/1/2 80/2/3 8012/3 80/2/3 (M � U U 35 80/2/3 12013J4 220I3/4 16014t5 160/415 200t5/6 260l5l6 24Ql6/1 240f6lT 40/1/2 4011/2 80J2/3 80/2/3 80/2/3 80l2/3 80/2/3 40 120/3/4 160I4/5 160/4/5 20015/6 246/6I7 240/6/7 280I7/8 320/8/9 320/8/9 40/1/2 80l2t3 80/2/3 80/2/3 U-) OO Ll.l 120/3I4 120/3/4 120/3/4 N Z U 45 200/5/6 240/6/7 280/7/8 320/8J9 360/9/10 400/10/11 440/11/12 520/13/14 560/14/15 80/2/3 80/2/3 120/3/4 120/3/4 120/314 120/3/4 160/4/5 50 2DO/5/6 240/6/T 320/8/9 360J9/10 400/10/11 440/11/12 520/13/14 560/14/15 600/15/16 80/2/3 124/3/4 160/4/5 160/4/5 160t4/5 16014/5 160/4/5 (00 O LL- o l- 55 240/6/1 280/7!8 320/8/9 400110111 440t11/12 520i13114 564J14/15 600I15/16 680t17118 80l2/3 120l3/4 16014/5 160l4/5 160/4I5 2!X)15/6 200/5/6 LO � � 60 240J6J7 320/8/9 360/9t10 440I11/12 480/12/13 560/14/15 6OO/15/16 680/17/18 72D/18/19 80/2/3 120/3/4 160/4/5 200/5/6 200/5/6 240/6/7 240/6/7 L 65 280/7/8 1 320/8/9 4DO/10tlt 490/12/13 520Jt3/14 1 600/15/16 640/16/17 720/18/19 1 800/19/20 8012/3 1 16Q/4/5 1 200/5/G 240/6/7 240/6/7 I 280/T/8 280/T/8 • THIS TABLE WAS CREATED WITH REFERENCE TO MSITCD TABLE 6H-4, 0 •+ THE NUMBER OF CHANNELIZING DEVICES SHOWN 15 CALCULATED BASED ON A 4OFT DEVICE SPACING.THE NUMBER OF CHANNILIZING DEVICES CAN BE ADJUSTED AS NECESSARY. TABLE 011-03 TABLE 011-04: ROLL AHEAD DISTANCE FOR PROTECTIVE VEHICLES TABLE 011-06 TABLE 011-OT LONGITUDINAL BUFFER SPACE ADVANCE WARNING SIGN SPACING TAPER LENGTH FOR TEMPORARY ROLL AHEAD DISTANCE FFT.)l« OF SKIP LINES FOR VEHICLES TRAFFIC CONTROL ZONES PRECONSTRUCTION DISTANCE (FTJ/ PROTECTIVE VEHICLES WEIGHING PROTECTIVE VEHICLES WEIGHING DISTANCE BETWEEN SIGNS SIGN LEGEND POSTED SPEED « OF SKIP LINES PRECONSTRUCT)ON 9,500 TO 21.999 LBS. CVW 22A00 L85. OR GREATER GVW ROAD TYPE TYPE OF TAPER TAPER LENGTH (L) LIMIT (MPH) A (ET.) B FT.) C ffTJ XX YY POSTED SPEED LIMIT MERGING TAPER L 25 155 /4 IMP ) STATIONARY MOVING OPERATION STATIONARY MOVING OPEN ATIO URBAN (s 30 MPH•) 100 too 100 AHEAD AHEAD SHIFTING TAPER L/2 OPERATION (15 MPH MAXJ OPERATION (15 MPH MAXJ URBAN (35-40 MPH+) 200 200 200 AHEAD AHEAD SHOULDER TAPER L/3 30 2Q0/5 t 60 203/5 240/6 160/4 200/5 35 250 / 6 URBAN(z45 MPH+} 350 350 350 tOOO Ft. AHEAD ONE-LANE, 1WO-WAY TRAFFIC TAPER 50 FT. MIN -100 FT.MAX 45 - 55 163/4 200/5 120/3 16014 RURAL S00 500 500 1504 FT. 1000 F7. QDWVSTREAM TAPER 50 FT. MIN -100 FT.MAX <SINT W YORK Department of M 40 305 / 8 FREEWAY 1000 1500 2640 t M:LE +1g Ml E . THIS TABLE IS THE SAME AS MUTCD TABLE 6C-3. TE OF r ORTUNITY Transportation ,� s 40 t /3 12Ct3 80/2 12Qt3 pRECONSTRUCTION POSTED SPEED LIMIT. O 45 360 J 9 •* THIS TABLE IS THE SAME AS MUTCD TABLE NY6H-3. 41 55 495 / 13 TABLE 011-05 U.S. CUSTOMARY STANDARD SHEET FLARE RATES FOR POSITIVE BARRIER 65 645 / 16 POSTED SPEED LIMIT WORK ZONE TRAFFIC CONTROL N • THIS TABLE IS THE SAME AS MUTCO TYPE OF POSITIVE BARRIER 30 qD 50 55 65 GENERAL TABLES AND LEGEND ��°o TABLE 6C-2. M(Ht MPH MPH MPH MPN (SHEET Z OF 2) m¢s cow i TEMPORARY POSITIVE BARRIER 8:) 11:1 14e1 16.1 20:1 ,. ° ,. BOX REAM OR HEAVY POST CORRUGATED BEAM 7.1 9.1 11:1 12.1 15:1 APPROVED DECEMBER 21,2022 ISSUED UNDER EI !22-033 W ERRATA 2 EFF. 09/01/23 W w� ISSUED WITH EB 23-016 72�TrevtL%rstcxJyes 619'Ol I W r� ROBERT LIMOGES, P.E. U Qo ERRATA 1 EFF. 05/01/2023 ISSUED WITH EB 22-033 DIRECTOR, OTSM I i � TLoLo N N N N O O O O N N N N WORK ZONE TRAFFIIC CONTROL SIGN TABLE WORK ZONE TRAFFIC CONTROL SIGN TABLE WORK ZONE TRAFFIC CONTROL SIGN TABLE WORK ZONE TRAFFIC CONTROL SIGN TABLE 1-,;-)C =_� 10 LID r*_ U) 0000 SIGN SIGN COLOR NON-FREEWAY EXPRESSWAY FREEWAY SIGN SICK COLOR NON-FREFWAY EXPRESSWAY FREEWAY SIGN SIGN COLOR NON-FREEWAY EXPRESSWAY FREEWAY SIGN SIGN COLOR NON-FREEWAY EXPRESSWAY FREEWAY � Q 2�26 E''>'IT -� 2 � � T 'T 1�� DESIGNATION CODE DESIGNATION CODE DESIGNATION CODE DESIGNATION CODE J �N to � N N N N _ LU w0000 OAD M N W N N N N E5-1 C ------ 72"X60" 72"X60" „ , CLOSED "� " SOUTHOLD TOWN N o W o 0o M V AM"MNYR9 11 B 24"X42" 48"XB4" 48''x84 R11-2 B 48"X30" 98"X30" 48"X30" NYW23-1 A 36"X36" 48"X48" 48"X418" PLANNING POARD M N o won aw �anF SREEI«16 BRIDGE '','' w` G20-1 A 36"X18" 48"X24" 48'7(24" TIC+E=5 CLOSED o 0 0 0 0 H BRIDGE RII-2 O aRw.r;w G20-2 A 36"XI8" 48"X24" 48"X24" + OUT (MOD.) aYcF Z O � SKEpgR NYR9-12 B 24'73G" 36"X54" 48172" TO G20-5aP 6F.12 24118" 36"X24" 36"X2!4" Z } C20-4 A 36"X18" ------- ------- raR"mr ROAD CLOSED Q !— 00 LL Z IX MILES AHEAD RII-3a B 60"X30" 60"730" U Z pU) }"c W LD u mrx MY " G20-5aP A 24"X1B" 36"X24" 36"X24" EXIT W W w Ca NYW4 ST A 35"X36" 48'748" 48"X49" (}PEN ES-2 6F28 48"X36" 48"X36" 48"X3Hi" a < U U)W 1 OR 2 DIGITS Ml-1 G 24"X24„ 36"X36" 36"X36" W1-4L �a?r NYWO-30 A 48"X24" 48"X?4" 48"X24" A W1-4R A 36"X36" 48"%4B" 48"X46" 3 DIGITS Elm Milt G 30"X24" 45"X3fi" 45"X36" 5 " NYWO-31 A 48"X24" 48"X24" 48'724" E5-2a 6F28 48"X36" 48"X36" 48"X3I6" z , 1 OR 2 DIGITS « - ""' Y �( XX{ Mt-4 B 24"X24" 36"X36" 36'X36" t«aa NYWS-32 A 48"X24" 48'724" 48"X24" ""c NYW8-33 A 48"X24" 48'724" 48"X24" WI-4bL s::" A 36"X36" 48"X48" 48"X48" }(�( MI-08 3 "S 30".X X2424 45"X36" 45"X36" 4 WI-4DR .a R1-1 a 36"x36" 36"736" 48"X48" 6, c) DRTH M3-1 " z Lj m 4t • o rn EAST M3-2 SEE P R1-2 E 36136"X36" 48148"X48" 601760160" LL- o W U SOUTH M3-3 NOTE 3 24"X12" 36"X18" 36"X18" {� COLOR CODE LEGEND O — o W �"»," 24730" " WI -40L A 36"X36" 48"X48" 48X48" CODE DESCRIPTION J � WEST M3-4 XX R2-1 B OR 3O X36" 36"X48" 36"X48 l j WI-4cR �b�d� Q 1� z D1ibpG M4-8 A 24"X12" 36"XIB" 36"118" (SEE NOTE 5) �7 A BLACK LEGEND AND BORDER c�� ER ON AN ORANGE BACKGROUND S * L�C�� z NI4NER C41 FIRES R2-11 B 2d'730" 36"x48" 3fi"X48" BLACK LEGEND AND BORDER n � M4-Ba A 24"X18" 24"X18" 24"X18" roME = WI A B co ON A WHITE BACKGROUND N WORK 48"X24" 60"X30" 6n30" WHITE LEGEND AND BORDER N M4-9 SPEED R2-12 B 24"X36" 3E"X54" 36"x54' WI-6R A C ON A GREEN BACKGROUND Or A+ll s *cs,r, M4-9L A 30"X24" 48"X36" 48"X36" LIMIT WHITE LEGEND AND BORDER M4-9R �. ` ,{ Do A D ON A RED BACKGROUND - .- NOT R4-1 B 24^X30" 35"X48" 36"X48" CIDPASS WI-8L (NO BORDER) RED LEGEND AND BORDER 0 rCI�i) R4-7 B 24"X30" 35"X48" 36^X48" A 18"X24" 30"X36" 30"X36" E ON A WHITE BACKGROUND M9-9a A 30 X24" 30"x24" ------- R4 Tc " " _______ W1-8R 040 BLACK LEGEND AND BORDER Z Q U K NARROW B t8 x30 ---- BORDER) F ON A FLOURESCENT YELLOW R4-8 B 24"x30" 35X48" 36148" GREEN BACKGROUND R4-8c B 18"X30" q G WHITELEGEND ANDBORDER z F-4-2 NARROW W3-1 A 36"X36" 48"X48" 48"X48" BON A ACKGRLUE AND RED WQ M4-9b A 30"X24" 30"X24" STAY U It -�---- E R4-9 B 24"X30'" 36"X48" 36"X48" 0 T i b!JR LANE W3-2 A4 36"X36' 48"X48" 48"X48" Q z Z ^�. R5-I E 36"X36" 36"X36" 48"%48" I+ETia'.rtd z 0 NOTES: - M4-9c A 30"x24" 30"X24" ------- ' R8-3 E 24"X24" 361IX36" 48"X48" 1. DIMENSIONS ARE SHOWN AS WIDTH X HEIGHT. Vi Ora ' t✓/ W3-3 A4 36"X36" 48"X48" 48"X48" 2. FOR SIGNAGE NOT SHOWN ON THESE TABLES REFER TO THE M.U.T.CA. / 1 PL9lE57RIAN R9-8 8 35"X18" 36'718" ------- �� ..�� z `J fflObiN4 A (){:1tJLN? M4-10L 3. COLORS FOR DIRECTION PLAQUES,ADVANCE TURN ARROWS, AND R9-4 B 24"X1?" 29"X12" DIRECTIONAL ARROWS SHALL MATCH THE ROUTE OR INTERSTATE W aaty ____ A 48"XiB" 4MIB" 48"X18" -'_ SIGN THAT THEY SUPPLEMENT AS PER THE M.U.TX.D. alr,IwN Pf M4-1 OR W3-4 �,, A 36"X36" 48"X48" 48"X48" 4. MULTICOLORED SYMBOL IMPOSED ON SIGN WITH BLACK LEGEND AND O �� SEE �.5u n"Se" BORDER ON AN ORANGE BACKGROUND. _■�® M5-1 NOTE 3 21"X15" 30"X21" 30"X21" f t�! R9-10 8 24"X12" 24"112" --- - n/ 1 7 t Lj:j M5-2 NOSEE TE 3 21"X15" 30"X21" 30"X21" 5 MULTIPLE LANES ON AR CONVENTIONAL ROAD.DIMENONS BE USED WHEN SIGN FACES L^L. SRKRSI%nww - W3-5 LJ� MG-1 uu u~ r R wr R9-1t4 �v Aq 36"X36" 48"X4B" 48"X48" R9-lOR 8 24"XI2" 24'712" " *A'" NEINYORK � �,,.,] ►�-2 u>E� STATEUF Department of � SEE 21"X15" 30"X21" 30"X21" OPPORTUNITY Transportation M6-3 NOTE 3 «=�` ` W4-1R A 3G"X36" 48"X48" 48"X48" P 00 .G (�� R9-11L B 24"X18" 24"X18" NOTE: L141 MG-4 R9-11R - -- U.S. CUSTOMARY STANDARD SHEET {� �- 1 . ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10 AM AND AFTER 3 PM. NO LANE > XX XX wYM3-1 B 24'X24" 36"X36" 36"x3fi' S�F".�..:s°:` N _ WORK ZONE TRAFFIC CONTROL ei ix N CROSS 1«Rf R9-11 OL B 24"XI2" 24"X12" �,, SIGN LLI (L� xxx NYM3-2 B 30"X24" 45"X36" 45"'X36" . :.:° R911aR N4-2R A 36"X3fi" 48'"%48" 48"X48" (SHEET lA0FE3) CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. NIGHTTIME LANE z "LYE XXXA NYM33 B 30"X24" 45"X36" 45"X36" IN E°O,P, R ? APPROVED DECEMBER 2. 2021 ISSUED UNDER EI 21-028 CLOSINGS WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE 0 -M IO 6 B 24"X36" 24"X36"" �--- R�.E��Lrrnzcr e� Z j (D WLU ROBERT LIMOGES, P.E. - PERMIT INSPECTOR" 1) Z-+a DIRECTOR, OTSM LO W 2. BETWEEN THE FRIDAY BEFORE MEMORIAL DAY AND LABOR DAY, NO DAYTIME LANE zUj CLOSURES ARE ALLOWED, AND NO NIGHTTIME LANE CLOSURES ARE ALLOWED J Z N w 1-:w aoo BEFORE 10 PM. � WORK ZONE TRAFFIC CONTROL SIGN TABLE WORK ZONE TRAFFIC CONTROL SIGN TABLE WORK ZONE TRAFFIC CONTROL SIGN TABLE 3. BETWEEN THE F R I DAY BEFORE MEMORIAL DAY AND LABOR DAY, NO LANE z CLOSURES ARE ALLOWED ON FRIDAYS AFTER 1 PM IN THE EASTBOUND DIRECTION; w N SIGN SIGN COLOR NON-FREEWAY EXPRESSWAY FREEWAY SIGN SIGN COLOR NON-FREEWAY EXPRESSWAY FREEWAY SIGN SIGN COLOR NON-FREEWAY EXPRESSWAY FREEWAY LL O DESIGNATION (GOOF DESIGNATION CODE DESIGNATION CODE Z Z �'A("� k ( W13-1P A 24"X24" 30"X30" 3D"X30" AND NO LANE CLOSURES ARE ALLOWED ON SUNDAY NIGHTS IN THE WESTBOUND �' 77 NAarrar:s W5-1 A 36"X36" 48"X4B" 48"X48" Z { W21-1 A 36"X36" 4$"X48" 48"X48" �4W W13-4 A 3fi"X36" 36"X36" 36"X36" ti+. DIRECTION. > W i{RE M5-4 A 36"X36" 48'X48" 48'748" ` - KseN M:kr:rk W21-4 A 36"XIS" 48"X24" 48"X24" U ss8 rrH:n r =ASEW!. W13-4P A 48"X48"X36' ------- ------ -0Y W6-3 A 36"X36" 48148" 98"X48" � W16-2P A 24118" 30124' - rLEx� W2 « « 1-5 A 36 X36« 48"X48 48"X48 8` WT-30P A 24"XI8" 36"X30" 36"X30" 7 7 SEE e:,: cr WI6-4P NOTE 3 30"%24" ------- —- AORF T Bh' W8-t A 36"X3G" 48"X48" 4$"X48" WI6-5PL "" WIG-5PR A 29"X18 '"----- >.1 5 W21-50L A 36"X36" 48"X48" 48"X48' COLOR CODELEGEND W6-7PL SEE " n^ � W21-5aR Wifi-7PR NOTE 3 24"X12" 30"Xt$' ____--- CODE DESCRIPTION W8 SEE BLACK LEGEND AND BORDER W16-9P NOTE 3 24'X12" 30"X18" ------- ,«;,,, A ON AN ORANGE BACKGROUND R AM W8-7 A 36136" 48"X48" 48"X48" T.. B BLACK LEGEND AND BORDERI ON A WHITE BACKGROUND AM en N20-1 A 3fi'X36" 48"X4$" 4$'X48" W21-5bL WHITE LEGEND AND BORDER W8-8 A 36"X36" 48"X48" 48"X48" W21-5bR A 36"X36" 48"X48 48"X48" C ON A GREEN BACKGROUND Y N WHITE LEGEND AND BORDER D ON A RED BACKGROUND 0 0 p".• +ot� •' E RED LEGEND AND BORDER � } m� WB-9 A 36"X36" 48"X48" 48"X48" AP.FI. ON A WHITE BACKGROUND N J > M t W20 2 A 36 X36" 48"X48" 48'X48" 0 0 rra 3 BLACK LEGEND AND BQRDERI 0 N LA k> K, ' f ON A FLOURESCENT YELLOW Z _I N °r'"" W21-8 A 36X36" 48"X48" 48"X48" GREEN BACKGROUND 0 CNTC? W8-12 A 36"X36" ------ ------ a Aa m ,vs WHITE LEGEND AND BORDER G ON A BLUE AND RED to ED BACKGROUND E O0Z (0 E « ` N20-3 A 36136" 48"X48" 48"X48" V LL W8-14 A 36"X36" 4$"X48" 48"%48" � W22-1 A 36"X36" 48"X48" 48"X48" 0 0 W W8-15 A 36"X36" 48"X48" 48"X48" " NOTESX O J W20-4 A 36"X36" 48"X48" 48"X48" 1. DIMENSIONS ARE SHOWN AS WIDTH X HEIGHT. C0 0 0 O „_. �r €l1kN 0€1 W22-2 A 42"X36" 42"X36" 42"X36" 2. FOR SIGNAGE NOT SHOWN ON THESE TABLES REFER! TO WB-17 A 36"X36" 48"X48" 48'}X48" "„a THE MALT.C.D. LL ,! 3. WHEN USED IN CONJUNCTION WITH A BICYCLE SIGN (Wil-D OR = ~ h'llv PEDESTRIAN CROSSING (W11-2) COLOR CODE SHALL MATCH. W8-17p A 24"X18" 30"X24" 30"X24" ! i "A81AS.ING N22-3 A 42"X3fi" 42"X3fi" 42"X36 0 zi� x. NB-23 A 36136" 48148" 48"X48" aw,r W20-5 A 36"X36" 46"X48" 48"X48" W23-1 A 48"X24" 48"X24" 48"X24" tfti<. �tk«Aa f t , W8-24 A 36"X36" 48148" 48"X48" W23-2 A 36"X36" 48"X48" 48"X48" '^,�AREAuf W9-3 A 36"X36" 48"X48" 48148" M E9"idtpk: ls"1 J F AkA` ME Department of r W11-IL F 36"X36" 36"X36" ------- ` N20 5a A 3fi"X36" 48"X48" 46"X48" YORK p W11-iR ur sx STATE Transportat60n p c}ask" '0 ai AAr ss : U.S. CUSTOMARY STANDARD SHEET AV t° t W11-2L F 36"X36" 36136" la WII-2R k"S Lys WORK ZONE TRAFFIC CONTROL m�°o c� Wit-15L F 36"X36" 36"X36" ------ s W20-7 A 36"X36" 48"X48" 48"X48" SIGN TABLE (SHEET 2 OF 3) cn�i { wcr Le NYW5-32P F 24"XIB" 24"X18" APPROVED DECEMBER 2. 2021 ISSUED UNDER EI 21-028 01 > I> E ERRATA 2 EFF. 09/01/25 w Z` ISSUED WITH EI 25-016 Rolre€�LilnoRea (i19-01'2 cn w ROBERT LIMOGES. P.E. .j. ERRATA 1 EFF. 05/01/24 we ISSUED WITH EB 24-007 DIRECTOR, OTSM i - LnLO N N N N O O O O N N N N N � t6 \ N G � � � 4 JAN 2 0 2026 WORK ZOINE TRAFFIC CONTROL SIGN TABLE s =OUTI�QLD TOWN o o � � w o 0 0 0 !,N MN W � NNNN $IG;N CQL OR SIGN NON-FREEWAY EXPRESSWAY FREEWAY pLA ",INS EOARD DESIGNATION CODE N o o 0 0 0 CD �jJ OO CO CO V w � , W24-IR •" z U A 36"X36" 48"X4� 48"X48" z O Q F- m LL z U z � p0 L Q O w W24-•la G7 A 36"X36" 48'°X48" 48148" U W' Q CC Y GO W I— Q 0° �> W24-•1aR L7 dUUU Ll)ir ` W24-1bR A 36"X36" 48148" 48"X48" W /L9 z M Li _ �� U c) � o' Fz 0 V) N N O 7 0 Q u_ z < D < Q � � � WORK ZONE TRAFFIC CONTROL SIGN TABLE COLOR CODE LEGEND ui7 SIGN SIGN COLOR NON-FREEWAY EXPRESSWAY FREEWAY CODE DESCRtPT;CN 0 z J DESIGNATION CODE 24'X:iO" A BLACK LEGEND AND BORDER z 0 •PEED R2-1 8 OR 36"X48" 36"X48" ON AN ORANGE BACKGROUND LIMIT 7 7 XX 30"X36" BLACK LEGEND AND BORDER z Q z z (SEE NOTE 3) B ".",. 24"X30" �J A WHITE BACKGROU)d? Liuii NYR2-2 B OR 36"X48° 36"X48" W41TE LEGEND AND BORDER 55 30"X36" C ON A GREEN BACKGROUND 0 (SEE NOTE 3) 24'X30" W41TE LEGEND AND BORDER 7 NYR2-3 B OR 36"X48' 36"X48" D ON A RED BACKGROUND Z Lu Q 30"X36" x (SEE NOTE 3) RED LEGEND AND BORDER 24134" E ON A WHITE BACKGROUND NYR2-4 8 OR 36"X48" 36"x48" BLACK LEGEND AND BORDER 00 35 30"X36" F ON A FLOLRESCENT YELLOW Of (SEE NOTE 3) GREEN BACKGROUND ^ 24"X30" W�<eE� IT � L.L Eo LEGEND k,4D BORDER NYR2-5 8 OR 36"X48" 36"X48" G ON A BLUE AND RED 30"X36" 30 (SEE NOTE 3) BACKGROUND 24„X30„ NEWYORK Department of X45 NYR2 6 B OR 36"X48• 36"X48" OPPOR�TFUNITY, (� 3Q"X36" Transportatiion (SEF NOTE 311 NOTE: C4 Z U.S. CUSTOMARY STANDARD SHEET 0 W uiriNOTES: WORK ZONE TRAFFIC CONTROL 1 . ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10 AM AND AFTER 3 PM. NO LANE Nm 1. DIMENSIONS ARE SHOWN AS WIDTH X HEIGHT. SIGN TABLE W (D N n 2. FOR 51GNAGE NOT SHOWN ON THIfSE TABLES REFER TO THE MU.T.C.D. (SHEET 3 OF 3) CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. NIGHTTIME LANE w o 3. FOR R2-1 SIGN LARGER DIMENS3ONS SHALL BE USED WHEN SIGN FACES APPROVED DECEMBER 2, 2021 ISSUED UNDER EI 2'1-028 CLOSINGS WILL N 0 T BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE F3 z i N MULTIPLE LANES ON A CONVENTIONAL ROAD. Z < CC (D Uj LL'� ERRATA 1 EFF. 05/01/24 OBERT IIMOGE1 5 PE. 619-012 w t It ? L7 ISSUED WITH EB 24-007 DIRECTOR, OTSM PERMIT INSPECTOR. t LO 2. BETWEEN THE FRIDAY BEFORE MEMORIAL DAY AND LABOR DAY, NO DAYTIME LANE `� c' W z uj � � � N CLOSURES ARE ALLOWED, AND NO NIGHTTIME LANE CLOSURES ARE ALLOWED J z N W ,�w o BEFORE 10 PM. GO M� GO Q � oOz w.._ NOTES= 3. BETWEEN THE FRIDAY BEFORE MEMORIAL DAY AND LABOR DAY, NO LANE z c W w N � u i. SHORT-TERM STATIONARY IS DAYTIME WORK THAT OCCUPIES A LOCATION FOR MORE THAN 1 HOUR WITHIN A SINGLE DAYLIGHT PERIOD. CLOSURES ARE ALLOWED ON FRIDAYS AFTER 1 PM IN THE EASTBOUND DIRECTION; W �a 2. ANY SIDEWALK DIVERSION MUST BE ADA COMPLIANT AND FOLLOW THE PUBLIC RIGHTS-Of-WAY ACCESSIBILITY Z Z ROAR GUIDELINES (PROWAG). TEMPORARY RAMPS AND OTHER TEMPORARY PEDESTRIAN FACILITIES SHALL BE PAID FOR AND NO LANE CLOSURES ARE ALLOWED ON SUNDAY NIGHTS IN THE WESTBOUND Q WORK ,.- UNDER THE APPROPRIATE ITEM FOR ASPHALT SIDEWALKS. W Q AD VipRY 3. PROWAG SECTION R205 AND MUTCD PART 6 SHALL APPLY TO ALL CONSTRUCTED TEMPORARY ALTERNATIVE PEDESTRIAN PATHWAYS. DIRECTION. OF'EA 7 U ) 4. ONLY THE WORK 20►1E TRAFFIC CONTROL DEVICES RELATED TO PEDESTRIANS ARE SHOWN,OTHER DEVICES, SUCH AS LANE/SHOULDER CLOSURE, ROAD NARROWS SIGNS (W5-4),OR NO PARKING SIGNS MAY BE USED TO CONTROL VEHICULAR TRAFFIC. S. TYPE III BARRICADES SHALL BE THE FULL WIDTH OF THE PATH BEING CLOSED. 6. ACCESS TO BUSINESS ENTRANCES AND TRANSIT STOPS WILL NEED TO BE MAINTAINED. IF THE PEDESTRIAN FACILITY CURRENTLY HAS A TRANSIT STOP THAT WILL BE AFFECTED BY THE WORK ZONE, PRACTITIONERS SHOULD CONSULT THE TRANSIT AUTHORITIES THAT SERVICE THE AFFECTED STOP TO DETERMINE HOW TO ACCOMMODATE THE STOP, _---- __ - 7. THE GRADE (RUNNING SLOPE)OF A TEMPORARY CURB RAMP FOR DESIGN AND LAYOUT SHALL BE A MAXIMUM OF 7.5X. THE GRADE FOR ADA ACCESSIBILITY AND WORK ACCEPTANCE SHALL BE A MAXIMUM OF 8.37. SIDEWALK CLOSED AHEAD ACCESSIBILITY RAMP(SEE NOTE 1) CROSS HERE TABLE 321-02: CHANNELIZING DEVICE APPLICATION FOR SHORT-TERM STATIONARY WORK ZONES WORK ZONE PROVISIONS CHANNELIZING DEVICE R SHORT-TERM IS N W J J w STATIONARY WORK ZONES Lm '^ u a cm f 4� INVOLVE WORK THAT w o �' a 0- OCCUPIES A LOCATION c a -'c o +� cr m N I ' FOR MORE THAN 1 HOUR Irra -'1 ° ?a � WITHIN A SINGLE DAYLIGHT x w -c �`- w SIDEWALK � SIDEWALK + PERIOD. � 0 O D CLOSE '- - CLOSED Ln -� j SHOULDER/MERGING/ 20 FT. X X X X X X X N 0 M N t SHIFTING TAPERS O TO' N �` AiTx.` F MI34, NOTES:X=ALLOWED BLANK = NOT ALLOWED Z J co 0cn zco SIDEWALK i c') CLOSED O O SIDEWALK w - I i s ENI3 THIS SIGN SHALL BE LOCATED A MINIMUM � (n CLOSED , C20-2 DISTANCE OF BO FT.AND MAXIMUM OF 400 FT. (V Z U PAST THE END OF THE DOWNSTREAM TAPER O � Y_I O LO OI- p o �`• _` "' �` _ ° . TABLE 321-01: REQUIRED SIGN SIZES• LL ACCESSIBILITY 4 FT RCS AD V` z <A SIGN NON-FREEWAY FREEWAY � cn RAMP (SEE NOTE 1) VICjFTK W20-1 '� '" f WORK AREA -2 Q SIDEWALK CLOSED - G20 36x18 48x24 AHEAD END R9-11L/R9-11R•• 24x18 24x18 ____+ R(]AD WORK R9-9•• 2012 2012 CROSS HERE W20-1 36x36 48x48 1 SIDEWALK CLOSED SIDEWALK CLOSED M4-9bL/M4-9bR•• 3Ox24 3ox24 AHEAD � R9-11L AHEAD� R9-liR WARNING FLAG 1848 18x18 ' CROSS HERE CROSS HERE *FREEWAY SIZES MAY BE USED ON NON-FREEWAY, IF SPACE CONSTRAINTS DO NOT EXIST. ••SIGNS NOT FOR FREEWAY USE Li SIDEWALK -- , NEWYORK Department of `� R9-9 TYPE III BARRICADE oPPouN�TY CLOSED Transportation o m U.S. CUSTOMARY STANDARD SHEET WORK ZONE TRAFFIC CONTROL wm pE�(�Lj M4-91L DC1 OUI M4-9bR TWO-LANE TWO-WAY ROADWAY Z SIDEWALK DETOUR/DIVERSION 8 SHORT TERM OPERATION �N>L w wtt NOT TO SCALE " CHANNELIZING DEVICE APPROVED DECEMBER 2, 2021 ISSUED UNDER Eif 21-028 I— (SEE TABLE 321-02) SIDEWALK DETOUR SIDEWALK DIVERSION 1ORT LI. 619-321 �a ERRATA 1 EFF. 05/01/2023 ROBEBERT LIMOGES, P.E. W 2 ISSUED WITH EB 23-007 DIRECTOR, OTSM I ENGINEEPING ISLANDWIDE I LANE)SURVEYING '0"RL ENGWEERING-S)7f PIANMNG-SURVEYING T51 COATES AVE.SWTE 22 0 ED MULTI = FAMILY DEVELOPMENT H00POOK,NY 1174f PR POS TEL F.(,q I�420-om EMAIL,IVM@ISLAPVI)W�I)EEWINEERIVGCOM SIX UNIT, 1 STORY, NEW BLDG , 56025 ROUTE 25 SOUTHOLD , NY 11971 TAX MAP 100 SEC 63 BLK 3 LOT 26 gkj M D SEP 0 3 2025 SOUTHOLD TOWN PLANNING BOARD $ "M DATE DISCRIPTION 'NO 5/19/25 REVISED AS PER COMMENTS 4f REVISED AS PER COMMENTS 777777 7/25/25 ILL' 4100*1 ARCH DESIGN 31 COVERT AVE SUITE 111 FLORAL PARK, NY 11001 G DA.ARCH DESIGNOG MAIL.COM Sea] PROPOSED RENDERING '4111111 z LOOKING EAST 0F License # 028480 exp date 11/30/2027 Project Name SMB RE Services Inc PROPOSED MULTI-FAMILY SIX UNIT, I STORY, NEW BLDG. 56025 ROUTE 25 SOUTHOLD, NY 11971 TAX MAP 100 SEC 63 BLK 3 LOT 26 Drawing Name COVER SHEET i Project number 23002 Date 2024.07.23 Drawn by Author THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF THE ARCHITECT. INFRINGIVIENTS OR ALTERATIONS BY COVER OTHERS ARE PROHIBITED. Scale ENGINEEPING ISLANDWIDE 1LAND ,5LJ'RVr_Y)NG CIR ENGINEERING SITE PLANAIING-SURVE)qNG ............. 751 COATES AVE,SVITE 22 TELE:(0)-82"296 EMAIL:1NFO@1SLAN0fflaEEWNEERJNG COM Pf fP"'f, 1"if RENDERING LOOKING EAST F _�'SEP 0 3 2025 'g SOUTHOLD TOWN PLANNING BOARD w�' .......... DATE DISCRIPTiON .................. 5119/25 REVISED AS PER COMMENTS 7/25/25 REVISED AS PER COMMENTS 'ra , gwwa �"p N ARCH DESIGN V SUITE 111 A 'f"' FLORAL PARK, NY 11001 011,2 GDA.ARCHDESIGNPGMAIL.COM fig '4" Mi im Seal RENDERING LOOKING SOUTH RENDERING LOOKING NORTH g Et OF 'p '117, License # 028480 exp date 11/30/2027 1 41 "E' Project Name _715 �="n.11111. 7, 0 '�gg' go 'g SIVIB RE Services Inc 'g," PROPOSED MULTI-FAMILY _il iM$00!m 1 0 101010! 77' SIX UNIT, I STORY, NEW BLDG. i,Q23i"1 iri U k"ii� 56025 ROUTE 25 SOUTHOLD, NY 11971 TAX MAP 100 SEC 63 BLK 3 LOT 26 SHAKE SIDING CLAP BOARD SIDING CLAP BOARD SIDING Drawing Name COUNRTY BEIGE OCEANSIDE CYPRESS W7777" '7777"777 PROPOSED RENDERINGS ROOF GAF CHARCOAL Project number 23002 Pfnf` '77777 Date 2024.07.23 Drawn by Author 711 7-WMF7 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF THE ARCHITECT. INFRINGMENTS OR ALTERATIONS BY REN - 1 SHAKE SIDING WHITE GABLES CLAP BOARD SIDING WHITE GABLES OTHERS ARE PROHIBITED. Scale EPING ISLANDWIDE I LAND'Sl NG CIVIL ENGINEERING-SITE PLANNING-SURvEYING T51(V7ES AVE.SUITE 22 7AX LOT M HWROOK NY 11741 EMAt INF0@1SLANNIDEENGINEERING COM S09025,00 r 777.,?gdfl p cw Rol fm to Ir IOKLL) I Twi, .�� 40 43 r(:r) CA T)K= 7.1 IAIt !rAx wr 2c 7 X7' % *4A* 04 vze�--- TA Mal 7—raw I ---I Trim �, J NO DRY d v^uw R.H.yw =4, _1 __ Co- t 0 0 W INO§ )F/ (*Ak, LOT AREA rA X LOT 9 1515,901 S.F. 1,." AC, GRAPHIC SCALE as 0 GUARANTEED TO.- FIDFUTY NATIONAL MTLE 04SURANCF, r &JOICIAL T17LE IN FEET SVR R[At ESTATE SERVICM INC I Inob = 30 ft tD 13ANX BOISSEAU A VENUE FFARIMS SHO" WRFM ARE fW%V ICALICE &j 1JW_p 129M PACE 0142 land surveying EXISTING SURVEY mjslandsurvey.com P:631-957-2400 234'-f 247'-6" 295-8" .............. ----------- ----------------------------------------- ------------------- ..............................................................................................................................................—................ ................ ........... ....................................................... ............. ................-............. .................................... RETAINING WALL 232'-2" REFER TO CIVIL DWG'S. FD PROPOSED 6 UNIT RESIDENCE ---------- E?: 11 .......... .................... 2 -- -- -- ------ - ----------- ------ -------- SEP 0 3 2025 ————————————— ————————————————————— ——— — 4--�- —4———Z————7--— ——————— ------- ­.._______ i ff7 .............. SOUTHOLD TOWN AID L) PLANNING BOARD EXISTING 2 DE YARD SETBACK =L ri ri STORY, / FRAME ........... ,,STRUCTURE ....................... <:TO REMAIN DATE DISCRIPTION J. % 5/19/25 REVISED AS PER COMMENTS 7/25/25 REVISED AS PER COMMENTS 1 I 0 11 ...................... ............ -0 18 SIDE YARD SETBACK 18'.0 160" -01 _T i JF__ - ____4 ­0_... - - _C)- - --II__I �� -J_ ------- L----------------------- -- -- -------- ------ -- --------------- ------- ------------ -- - --------------- C? 04: P ARCH DESIGN 31 COVERT AVE SUITE 111 FLORAL PARK, NY 11001 ARCHITECTURAL SITE PLAN GDA.ARCH.DESIGN@GMAIL.COM �OO SCAL 1"=30'-0" Seal AR PROPOSED ZONING INFORMATION ZONE 'HB' HAMLET BUSINESS PROPOSED 6 -3 BED 2 BATH OF APARTMENTS License # 028480 exp date 11/30/2027 ITEM REQUIRED PROPOSED Project Name LOT SIZE S.F. 20,000 S.F 68,901 S.F. LOT WIDTH 60' 95.46' SIVIB RE Services Inc LOT DEPTH 100, 777.39' FRONT YARD 15, 295'-7" PROPOSED MULTI-FAMILY SIDE YARD 10, 10, SIX UNIT, 1 STORY, NEW BLDG. BOTH SIDE YARDS 25' 54'-10 56025 ROUTE 25 REAR YARD 25' 234'-2" LANDSCAPE AREA 25% SOUTHOLD, NY 11971 MAX LOT COVERAGE 40% 14% TAX MAP 100 SEC 63 BLK 3 LOT 26 MAX BUILDING HEIGHT 35' 17'-3" MAX NUMBER OF STORIES 2 STORIES ISTORY EXISTING BLDG S.F. 2,282 G.S.F. Drawing Name PROPOSED BLDG AREA 7,061 G.S.F TYPICAL UNIT G.S.F. 1,176.8 GSIF UNIT USABLE S.F. 1,067 U.S.F. PROPOSED PARKING REFER TO CIVIL DRAWING WX119'SPACES SITE PLAN Project number 23002 Date 2024.07.23 Drawn by Author THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF THE ARCHITECT. INFRINGMENTS OR ALTERATIONS BY Al 0 0 OTHERS ARE PROHIBITED. Scale lit = 301-011 1 ENGINEERING I LANDWI I IN CIVIL EWG-%TERiNG-SITE FLANkWG-SURVEYING v c*i o 75f COATES AVE.SUITE 22 Q HOL9ROGJ{,NYlt74f TELE:(631)924{7298 { EMAIL WFO@fSLANDWIDEENGINEERING COM i �,:.:.........---_—__---..----_------.............----................,.----------------- �? _..... .... I r........ ,. ._ ....,.. . 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No upward light above horizontal. 7/25/25 REVISED AS PER COMMENTS 3 I _, •• Construction:Sand cast,low-copper content aluminum housing, „ y u `T"'- .'°• ,'' mounting bracket and arm.Stainless steel external - ------- -}- C L II I hardware to protect against corrosion. BEDROOM : #2 L 3t 2tt Glass Lens: Glass lens available in either clear glass(-CGL)or LIVING BEDROOM1 stippled glass(-SGL)lens options. _ I ROOM -- i I -- oM #2 _ LIVING - t.' ry �� �! E 13A" 13'-2" 10'-11" LED Module:Located in the upper housing, the LED module ROOM provides 21 input watts. Available in color - U' TV% C DESIGN t, .;,'_• temperatures of 3000K and 4000K. CRI=80. - - -- _. : I r MASTER MASTER 31 COVERT AVE SUITE 111 I ___.__ .. _. ._.__a___. SUITE FLORAL PARK, NY 11001 RESIDENTDriver: watts;THDQO%F)0.90;unversalinn input voltage STORAGEIAL SUITE ; i GDA.AI �iH.DESIGN C7MAI ..COM Constant current( ) wattage p g }' 120v-277v 50/60Hz. 0-10V dimming down to 5%with dim-to-off(OV). E i i i I I I ,p• V"'' ,'£, Mounting: Straight arm wall mount style is standard. - FULL .Seal FULL BATH Finish: Textured polyester powder coat finish. Shade BATH i I W'I'C' ! i I �` • underside is standard with white finish. Black, i.......,::,�.»..,�^�:"•:F_r' ron , white, silver, an verde green L o ;s ...o- - -----____.._.....w..__._........................ *aj'r•7 9,2„ I b ze gray, tod re RESIDENTIAL cv ,� I � - - ` _. co' ool cvl _ „ I options available on housing exterior. I zt `F' F' Z ,. STORAGE I _ .,. " WIC Consult factory for custom colors. _ — - „ I — — F_ _ - i 10.4in EC I 265mm - - - - 2 CJ r- MECH I I ; I I 4.51n Gaskets. Supplied with EPDM gasket,ng. I I - � I -- - --- - 115mm A110 . . .. .. I A110 j .. C 2.1in 52 mm._......,.., Weight: 7.0 m:. E i t I 0 Listings; ETLListedtoUL8750.1E5NALM79 of O I I I II I o O I I I �r 2'V`' - License # 028480 exp date 11/30/2027 1.............. 0 RESIDENTIAL Project Name 6.3in IDA Dark Sky Approved(3000KLED) — I — 159mm STORAGE CL I Ie! I j . t .. .... 13A" 14'-2" .............. 7 _. -- _..._......__.- . - _._...__...-...---._..... II ll' _ 7.9in _ J �... �.. i i ' BEDROOM _ '' I I - --- I n C COATCL '-o" B RE Services 201mm _ BEDROOM — —I L _ J �'� I #3 O O O O L — J PROPOSED MULTI-FAMILY a #3 ; FULL O O BATH SIX UNIT, 1 STORY, NEW BLDG. KITCHEN FULL E BATH -' .,ti1M1fliNf content of specification sheet is subject to change. I I ---_---__-.__---_--._..__.............._......................._.._........._....._......_--.........................__......._....._...__.. ....ajr. e— SOUTHOLD _ i 4' i Ainrtilt I ' Al 'miwm C U9 .._....-... wM�„ N60 W14592 Kaul Avenue P 877 965 0005 _ --- /D � KITCHEN Y 11971 CL TAX MAP 100 SEC 63 BLK 3 LOT 26 Menomonee Falls,WI 53051 intrigue%d.com HWH C' WAD WH { Feb-12 I 1 S-2, Drawing Name , - - -- - - - E E GROUND FL. PLAN & , , E 38'-T E ' EXTERIOR LIGHT FIXTURE TYPICAL ' TYPICAL UNIT PLAN REFER TO PLAN FOR LOCATIONS TYPICAL EXTERIOR LIGHT -_--- F I XT U R E TYPE 'E' Project number 23002 Date 2024.07.23 Drawn by Author ("�TYPICAL (END UNIT)APARTMENT FLOOR PLAN 3 TYPICAL APARTMENT FLOOR PLAN �01SCAL 114"=1'-0'� �01SCAL 114"=1'-0" THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF THE ARCHITECT. Al 01 INFRINGMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. 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CLAW BD.SIDING"COUNTRY BIDE' CLAP BD SIDING'Q_CEANSIDE' ,-- - CLAP BD SIDING'CYPRESS' - _CLAW BD SIDING'COUNTRY BEIGE' CLAP SD SIDING'OCEANSIDE' 4--- -_- -- ---------- -----_------- -- ----- --- - ----- ---- -,w----------- -- -- ----------- — --- ---- CLAPIIDSIDING_COUNTRYBEIGE W/WHITE REVERS GABLES&COLUMNS&BLACK SHUTTERS W/WHITE REVERS GABLE AND COLUMNS BLACK SHUTTERS ------- Wl WHITE REVERS GABLE AND COLUMNS BLACK SHUT i ERS W/WHITE REVERS GABLE AND COLUMNS BLACK SHUTTERS W!WHITE REVERS GABLE AND COLUMNS BLACK SHUTTERS -- --- -- W/WHITE REVERS GABLES AND COLUMNS&BLACK SHUTTERS y OFRONT ELEVATION (WEST) 1/8" = 1'-0" " .,, . : :: . t ; , . :: , n p. _. .. _. a _. _---_- -....... - -- -.......... ..... .... .. '--- r.~._..._ ._... w. _ __. __...__.--_____ �IL� ti AR » D - __ - _ _ - - - ® _ :. , - __ -, 3 2-: ❑ .. - - - «:: -_ SEP 0 20 5 I ❑ - _ ® � _._ - _ / - ❑ ❑ ❑ - - _ ___ __ _ a \ SOU TFiOLD TOWN : .. - -" - - I -.::: _ - - - ... .- \ -. . - - - .- ., - _ :.. _-4 .. ...... . ... -.... _- -_ v:.r n-.,. , ,.:.. c ...n .. .r.. - i. ... .,. ..,.w ..,.v I.n>e,., ... ,. ., .., a. ...,...w&.<..... ...,a a ..r._ -.,.I. ....a<- ...,.. .. .\..-,. .. .. w>.-wl.a..,a,.. w ..-w em..arwb..-.-a a..,wa,,. .aa .. ..... _:.w.w...w.oa,.ve.»<cwsw,x.e>a..,wt$...aa.,r..ws...aa.. .w.,.. .a,, „„ -,,,_. .-s,r..,,,v_..,.w,.,w Z;w - .rowcwsw,x < - •,--W,i u<»-aa a Ti I I I I - _ _ CLAP BD"COUNTRY BEIGE" _ _ W/WHITE REVERS GABLES — -- F— DATE DISCRIPTION 5/19/25 REVISED AS PER COMMENTS OREAR (EAST) ELEVATION 7/25/25 REVISED AS PER COMMENTS 3 1/8" = 1'-0" TOP OF ROOF -'...T : 1 11 16 - 3 TO OF 600E LJU"-, 1 "C E3INI ` w - r - - 1 .... ,,..a r :S, - - T_ ARK, NY 1110011 . . , _ _ - :,_. BOT OF SOFFIT BOT O I GDA ARCM DESIG MAIL COM ,u,,. FLORAL P . :: ....,. - L 8' - 1011 ................. O T _ F S � FF 11 -- _ 8 10 -_-:__: - .::.:.:.:::.::::-:.:-.::: .:::::.:::: :::::::::.::----- :_:_==:. _=_.= :=- \I - - _. -.. _ -- -:- - :....:....._.. Seal C ... _ _ -' 1 -- . - -. GROND FLOOR .:.:_::_.-...:..:.: - _....- . : ..--: -- :-::: --._--_. -_-=- ____=__ --- D ,�. _PLAN _.__.. .__......-----._.___ - - - _ GROUND FLOOR .__. .---- _.._.._ I I 1 0 - 0 I I I I I I I O' - O11 1 1 I 1 I .L........ ...... 1 ..i�...,. 11.:1 ....�1 .L..._I_..:.i.::..:::: .:..::.-I-1:.--......I._I I I I -OI OII 1 1— ..',�s..,, 1 - 11 ONORTH ELEVATION (p .r- 4 _ 11 5 SOUTH ELEVATION A d 1/8 = 1 -0 1/8" = 1'-011 OF TOP OF-ROOF _ License # 028480 exp date 11/30/2027 16' - 3" - Project Name ARCHITECTURAL ASPHALT S M B RE Services I n c SHINGLES CHARCOAL PROPOSED MULTI-FAMILY WHITE CLAP BD VINYL SIDING SIX UNIT, 1 STORY, NEW BLDG. WHITE GUTTERS, LEADERS - ; . , ,,_,. 56025 ROUTE 25 AN°TRIM TYPICAL =- SOUTHOLD NY 11971— �. : , N�f'; - TAX MAP 100 SEC 63 BLK 3 LOT 26 BOT OF SOFFIT 1 11 - 8 - 10 , , _ _,. _ _._. . w< , RAISED PAN }}-. ___ .._._.. ._... __._.....__ _,_..—_.__,..__.:..,_ EL SHUTTER G I . .__....�___.._. _ __. . .. ... _-I' 3 - - _ ... - a w. w ..,ay.....a.#.^v •. ...•3n \.\��'3wJe^^'...v'a'ki�.trm.,,:-\...=V�G,,.,&,,, a..a.waa.\...a.,..\„: ..:..+•v �• ..�. �n .,.I .. ,.~ .. ,..-. .. �.a..-.«sw.�. I\,{` BLACK - 9-"�A�, K_. __._..._.. — __ —" — — — — — . — — — w. m -— — INSULATED ._ �_, a - ..... - . .... _= EXTERIOR ANDERSEN WINDOWS - „ 1„ « . r h .... - .,.w. _.... I ....r-_:w . .::, NO GRILLS -- -- -- ... -- --- ____ "--- __ -- "-- -- I _ i _<. -_ ELEVATIONS _ ...._.. _ ___ _ kmr . a. __ HB&G WHIT 3' - -- - - E COLUMNS W/ _. `� K " , f ~-,_<-- TUSCAN BASE AND CAPITALS - -------"---- ' :r : - { :::"" - -- -— - - - ---- -- I' + _.. ........_.._ .. . _. - - - n - ­ GROND FLOOR 7",,._-11_ - _ . .. -:. \ - -- _ . . .. Project number 23002 _ P _....---._. __.......... ::::::._..:.::: ::_ LAN _._ . . . ... .. _.... ._....._..._._._........_......._-_. ' _..._ _ ......-.... Date 2024.07.23 0' 0" - .a - . . .:4 . u ... .. . �...,_, ,.. w „�.b a,...a wuw. '_ a ,, . n Drawn by kr " t ) ) THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE 0AlPROPERTY OF THE ARCHITECT. 04 DETAIL ELEVATION INFRINGMENTS OR ALTERATIONS BY 1/411 = 1'-011 OTHERS ARE PROHIBITED. Scale As indicated i ASR �CI L WI E I LAND UVYlNC CIVIL ENGINEEMNG-SITE PLANNING-SUR'VEMS 751 COATESAVE.SI PTE22 HOLBROOK,NY 11741 TELE;(631)420-0295 EA4.-ItJFO§ISLA.h'D'NV aEENGINEERi.N6.COLA Ile LJ I El 011117 [T 11 1 Ill . L�J' :\1 —0 1— :\\I,- - -- - - GROUND FLOOR a I I 11 f I I I-I I JI 11 I II I II I II I I-I I II I I I-I I I-I I I-I I I1 I II I II I II I II I I � 1 I I-I I II I I-I I II I II I I-I I II I II I I -I I II I II I I-I I II I II I II I II I II I � I II I II I I-I I II I I-I I I1 I I-I I II I I 1 I II I I1 I I-I I II I I-I I II I I I I I-I I I I I I I I I- O LONGITUDINAL SECTION 1/8" = 1'-0" SEP 0 3 2025 SOUi HOLD TOWN PLANNING BOARD DATE DISCRIPTION 5/19/25 REVISED AS PER COMMENTS 7/25/25 REVISED AS PER COMMENTS I i Pl ARCH DESIGN 31 COVERT AVE SUITE 111 ' FLORAL PARK, NY 11001 GDA.ARCH.DESIGN cx GMAIL,COM 0 co \ Seal �q�p OC F_Li �O +3' r a — — — -BOT OF FND WALL Mill 1 � -3' - 0" License # 028480 exp date 11/30/2027 Project Name SMB RE Services Inc OCROSS SECTION PROPOSED MULTI-FAMILY 1/4" = 1'-0" SIX UNIT, 1 STORY, NEW BLDG. 56025 ROUTE 25 SOUTHOLD, NY 11971 TAX MAP 100 SEC 63 BILK 3 LOT 26 Drawing Name SECTIONS Project number 23002 Date 2024.07.23 Drawn by Author THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF THE ARCHITECT. A110 INFRINGMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. Scale As indicated 0000 N N N N MAI ROAD ( S R 25 56025 N (Nco — �) SEP 0 3 2025 0000 S -,I- PLANNING TOWN o 0 = >> 0 0 N N PLANNING BOARD Co N �, _ > N N N N M N W N N N N N O V,J CO oo (M V c\ ENO SUFFOLK COUNTY O O O O O W N . Y . z 0.1 Of Iii U "Q H m � z wZ 0O >_ -j ) co �::) w �dO �V) 5u) PROPOSED AFFORDABI —.E 110USING _ z w --- — — -- �� Q m _ oc DRAWING INDEX • �� co z = o W U PAGE NO, TITLE 1 COVER SHEET v �o Q ? 2 EXISTING SITE&DEMOLITION PLAN 3 ESC&WZTC PLAN -- 4 SITE PLAN&GRADING/ALIGNMENT PLAN 5 ENLARGED SITE&ALIGNMENT PLAN 6 DRAINAGE&WATERSHED PLAN 7 SANITARY&LANDSCAPE/UTILITY PLAN 8 ONSITE CIVIL DETAILS 9 NYSDOT DETAILS W 10-13 MAINTENANCE&PROTECTION OF TRAFFIC vJ ry \W GENERAL NOTES v 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF PROPERTY LINE MARKERS, PIPES, MONUMENTS, STAKES, ETC., THAT FALL ON OR NEAR THE WORK AREAS, THESE MARKERS ARE TO BE RETAINED. IN THE EVENT THESE MARKERS ARE REMOVED, BROKEN OR DESTROYED BY THE CONTRACTOR, THEY SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE WITH MARKERS OF w ;: EQUAL SIZE AND QUALITY IN THE IDENTICAL LOCATION TO THOSE DISTURBED. 't x 2. THE CONTRACTOR IS CAUTIONED TO AVOID DISTURBING ANY EXISTING FENCES, HEDGES, SHRUBS, t b TREES, ETC., THAT ARE ADJACENT TO HIS CONSTRUCTION WITHOUT WRITTEN PERMISSION FROM THE (� a , ENGINEER. AS ORDERED BY THE ENGINEER, THE COST OF REPAIRING OR ADJUSTING ANY SUCH 06 Z DISTURBED AREAS WILL BE AT THE CONTRACTOR'S OWN EXPENSE.IN THE EVENT THAT THE TREES ARE U } ENDANGERED, THE CONTRACTOR WILL TAKE ALL PRECAUTIONS TO PROTECT THEM, AS DIRECTED BY Z LiJ - THE ENGINEER. � 3. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL CONDITIONS SECTION OF THE CONTRACT .' hi DOCUMENTS. THIS SECTION CONTAINS PERTINENT INFORMATION RELATIVE TO THE OTHER GENERAL LLJ CD . PROVISIONS THAT MAY BE REQUIRED BY THE WORK. W ;.. 4. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE THE ACTIVITIES OF W I ANY SUBCONTRACTOR, CONTRACTOR, OWNER CONTRACTED TRADESMEN, MUNICIPAL EMPLOYEES, U Z > U a _ UTILITIES,ETC.,INVOLVED IN THE OVERALL SCOPE OF THE PROJECT AT NO COST TO THE OWNER, Z Q C� 5. IF CONSTRUCTION STORAGE YARDS ARE TO BE UTILIZED,THE CONTRACTOR SHALL SUBMIT A COPY OF • '." ., � � � - THIS AGREEMENT WITH THE PROPERTY OWNER. HE SHALL ALSO OBTAIN PRIOR LOCATION APPROVAL ---- --- J FROM THE OWNER TO AVOID VIOLATION OF EXISTING ORDINANCES. THIS APPROVAL WILL NOT RELIEVE CD r- W THE CONTRACTOR OF HIS RESPONSIBILITIES TO ADEQUATELY SAFEGUARD THE LOCATION AND PUBLIC », FROM HARM. THE CONTRACTOR SHALL BEAR ALL RESPONSIBILITY FOR HARM TO THE PUBLIC AND DAMAGE TO HIS TOOLS,EQUIPMENT AND MATERIALS. Co z Q) LU W 6. THE CONTRACTOR SHALL RE-ESTABLISH ALL BENCHMARKS AND BASELINE TIE POINTS AFFECTED BY THE PROPOSED WORK AND ANY OF HIS OTHER OPERATIONS. � ¢ �C) 7. THE CONTRACTOR IS NOTIFIED THAT THE GENERAL PUBLIC, SOME OF WHOM MAY BE POTENTIAL � M VANDALS,WILL BE IN THE AREA AT ANY HOUR. THE CONTRACTOR SHALL PROTECT,AT ALL TIMES,THE co ? ( Z I PUBLIC AND HIS WORK FROM HARM,THE CONTRACTOR SHALL BEAR ALL RESPONSIBILITY FOR HARM TO J ? uj Q THE PUBLIC AND DAMAGE TO HIS EQUIPMENT TOOLS AND MATERIALS. O o I• 'r 8. ALL PAVED AREAS AND DRAINAGE BASINS SHALL BE CLEARED AND SWEPT CLEAN AND CLEARED OF cw Q ~ tJ DEBRIS BY THE CONTRACTOR'S OPERATIONS RESPECTIVELY. ANY DAMAGE TO PAVED AREAS OR W W O DRAINAGE FACILITIES DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED BY THE Z Z CONTRACTOR AT HIS OWN EXPENSE. 9. THE CONTRACTOR SHALL NOTIFY AND COORDINATE WITH AFFECTED UTILITIES TO AVOID DAMAGE TO W Q EXISTING CABLE,WIRING, CONDUIT, ETC. ANY DAMAGED MATERIALS SHALL BE REMOVED AS ORDERED „i BY THE ENGINEER AND REPLACED AT THE CONTRACTOR'S EXPENSE. = Lu — 10. THE CONTRACTOR SHALL�• � `-i- "�'� i'J-:,L. - REQUIREMENTS INCLUDING THE NYSDE ARMY LL COMPLY WITH ALL PERMIT REQUIREME C, � U T F; PRoaosEo s-uNir ResioENriAu euiuoiNc CORPS OF ENGINEERS,S.C.W.A.,LIPA,S.C.D.H.S.,N.Y.S.D.O.S.,ETC 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING OUT OF ALL UNDERGROUND COTTArr PL F.f.EL 20.50 S.F.1.0615.f. UTILITIES, SERVICES AND DRAINAGE LINES PRIOR TO START OF EXCAVATION IN A WORK AREA. WHEN " .............'-. . ,. ��......... q WORKING WITHIN 2 FEET OF ANY OF THE ABOVE,EXCAVATION IS TO BE PERFORMED BY HAND METHODS Cgv, AS APPROVED BY THE ENGINEER. O O O O +0 12. CONTRACTOR IS RESPONSIBLE FOR THE RESTORATION OF HIS WORK ROUTE, AND FOR ANY OTHER ` y AREAS AND OBJECTS WHICH MAY BECOME DAMAGED DUE TO HIS OPERATIONS OR NEGLIGENCE,AT HIS ~� �1.�I _ OWN EXPENSE. "� �'" = 13. ANY EXCAVATION PERFORMED ON THIS PROJECT MUST ADHERE TO ALL CURRENT OSHA REGULATIONS LU— — — — EFFECTIVE JANUARY 2, 1990 FOR TITLE 29 CFR PART 1926,AS AMENDED, AS WELL AS ANY OTHER NEW N0420 va.,�, YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS OF JANUARY 1, 2020 AS AMENDED. 14. ALL CONTRACTORS,GENERAL CONTRACTORS,SUBCONTRACTORS,ETC.,ARE REQUIRED TO OBTAIN AND MAINTAIN THE NECESSARY INSURANCE CERTIFICATES AS REQUIRED OF THE CONTRACTOR UNDER THE CONTRACT WITH THE OWNER AS STATED IN THE CONTRACT DOCUMENTS.APPROVAL OF ALL INSURANCE CERTIFICATES IS REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. 15. IF A STAGING AREA IS TO BE UTILIZED,THE CONTRACTOR SHALL SUBMIT A STAGING AREA PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO THE START OF WORK. THIS APPROVAL WILL NOT RELIEVE THE co CONTRACTOR OF HIS RESPONSIBILITY TO ADEQUATELY SAFEGUARD THE LOCATION AND PUBLIC FROM N BOI SSEAU AVENUE g *k _ HARM.THE CONTRACTOR SHALL BEAR ALL RESPONSIBILITY FOR HARM TO THE PUBLIC AND DAMAGE TO cj� �-- x HIS EQUIPMENT,TOOLS AND MATERIALS O Q 16. THE CONTRACTOR SHALL SUBMIT IN WRITING, A TRAFFIC AND MAINTENANCE PLAN TO THE ENGINEER Lo } —� r ° FOR APPROVAL PRIOR TO THE START OF WORK SO THAT TRAFFIC MAY BE SAFELY MAINTAINED 7 So" THROUGHOUT THE DURATION OF THE PROJECT. THE USE, DESIGN SPACING AND LOCATION OF SIGNS, CV 0 ` CONES,FLAGMEN,DRUMS,BARRICADES,FLASHING BEACONS,ETC.,SHALL CONFORM TO THE NEW YORK W = W Y STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,LATEST EDITION,AS PUBLISHED BY THE NEW t— Z J All` YORK STATE DEPARTMENT OF TRANSPORTATION.ALL SUCH DEVICES TO BE MAINTAINED CONTINUOUSLY } m THROUGHOUT THE DURATION OF THE PROJECT TO PROTECT BOTH PEDESTRIAN AND VEHICULAR ' TRAFFIC FROM HARM. O 0 Z O 1T CONTRACTOR TO REPAIR ALL LANDSCAPING THAT IS DISTURBED AND FIX ALL IRRIGATION SYSTEM DAMAGES.LOCATIONS TO BE VERIFIED IN THE FIELD. � ILL O U W - - NZUcn Y c:) 10 --- --- � O � O — LL ® LOCATION MAP U) w N.T.S. ° MAP OF THE STATE OF NEW YORK SCOPE OF WORK: 0 30 60 µ a.,�° µ 1. MAINTAIN EXISTING DRIVEWAY ENTRANCE. �� PROJECT f _ 2. INSTALL DRIVEWAY DRAINAGE STRUCTURES TO CONTAIN RUNOFF. LOCATION 3. CONSTRUCT 6-UNIT AFFORDABLE HOUSING RESIDENTIAL BUILDING. o� ��� 4. INSTALL PROPOSED SIDEWALKS AROUND PROPOSED RESIDENTIAL BUILDING. 20 5. RESHAPE EXISTING PARKING LOT PER PARKING LOT PLAN. 6. INSTALL NEW ADA COMPLIANT SIDEWALK AT THE FRONTAGE OF THE PROPERTY. vR�� To LL . . � . 4 7. INSTALL NEW ADA COMPLIANT SIDEWALK AND CROSSWALKS THAT CONNECTS THE RESIDENTIAL o BUILDING TO THE FRONT SIDEWALK. ti9 8. INSTALL PROPOSED UTILITIES FOR RESIDENTIAL BUILDING. 9. INSTALL PROPOSED TREES PER LANDSCAPING PLAN. PROJECT LOCATION w N N N N SEP 0 3 2025 N c0 0)ON N N N l) 04 SOUTHOLD TOWN +n O O O O PLANNING BOARD 0 W N N N N O O O O C>N = W 25 N O W co co �F RESHAPE LANDSCAPING BERM 0704 _W5 "'°' �I N O M M � o DODO PROTRUDING INTO THE PARKING LOT TO z w °- -_°; W PROVIDE EASIER ACCESS FOR VEHICLES PARKING SPOTS AND(1) w 3 w ?m a° N >:, P; O EXISTING 6 STANDARD w z 1, ( ) 1619 1-- TAX LOT f0 ADA COMPLIANT PARKING ' 9 0 0 0 I� Z O EXISTING TIMBER SPOT TO REMAIN EXISTING CATCH BASIN TO BE RELOCATED, a I i o b ° � �' O � WALL TO REMAIN SEE SHEET 6 FOR DRAINAGE PLAN a w I w Q�" II Q H- m LL Z w EXISTING(1)STANDARD z I I 0 IQ � .. W Z } 0 O a oo - k � -3° W fA REIAOVE EXISTING TREELINE AS PARKING SPOT TO BE EXISTING BUILDING&CONNECTING a o o a!. .- Q W 00 > WORF MDRF REQUIRED,SEE SHEET 7 FOR NEW sTK USED FOR REFUSE AREA RAVE oR; UTILITIES TO REMAIN,SEE SHEET 7 M i !z ° �� WDRF WDRF 8'STOCKADE FOR UTILITY PLAN "� 11•1' ! !n a 0 p U U --►► 2.6' VEWAY I 2- v u 0 Q Y Lu z.z LANDSCAPING PLANN• FEN 26.1'� S09 25 00 E WOOD RAIL FEN. /�1'6 WOOD RAIL FEN. ` 1.8' Y z ro q °=?_.II - L� ..�/ j 1 can o� _ _ _ _ _ _ 1� HEDGES pe _ _ _ 1 T % x- 7 X X __ % % -_ - k1' 1- -Itl -�`i Y Y`!yk-y-i�'-'.-'i'Y`,, L,k . Y 7~'Y i I -ae y'Y� I�'ry,'1 T , '}'� '�-Y^l--Y-Y-Y,"'S'Y"t�1'e6(-'-y '�'-}'-.i,_',-�.-1' l i ''�"-YY --'Y�1. 777.39 °" I'o 0, �- - - - - * +�-�--X - + I 1 ^ o +� .l h .�--" 1�o WDRF�ry r`1Pry1'. 'WOOD RAIL FEN. rylpe W} IL i +-0m --=__ _-- {2 .. _ _ ya e. ._���._'ra._� \ WALL =J-=--l-- 8, ' 11 e h +ee k 4 +1 69 +ry 4 +ry +O 5 ry } + ry. 0�y� nMBcR W - O 1.8' 4 )RIVE `n _ _�_ -- �. G 1 •. CL 1 1... ry1' 60 0.2" ALL - WA SPHALT v SP LT R WALL I 0. I -'' ASPHALT eo 1 �..� �,� f,•Sn�• ,p py9 ' _ •96 n >,_a. �. _ _L� a p'4 1°j-'e k 1 1`' 5.8' �� r ___ 9. RiVCWAY Oz' - - AY +5.1' �, ..$ ci 1 PARKING k0)-J'. +,°'0. +,yo. ry00k+'L' J`.7�... .,' ...�1_,_)._i...:',��''..J...'.Ji,..J�..L.x _7._�._d'rya EOC 0,�¢ ,f'b�' "j.�L 91e 1e�t n_:'.x..�11 Ii_', x_ x- ) 'S1 n�`I' r 1 + _ / q # .� _�._. J A h .7:l_x _'..- _x_. _• J J J ry1. tit. - ER WA y o IE>I T a t ryy. ��✓�..a+'L, 7`,h..-'�..T.�_'.1,�_�.J.:X�.,..a+- �•..J�..t _ h- ,� + t r r g =-u - -_ \ .i WALL - cil cy 1 'fOW, \�.., N cy r --_�-, 6.1' �I CV EDGE OF M -7-ry +'L00 'f'ryb 6 PARKING SPACES tryb ,r m \ \ `43.6' \ \\\ 'sr C-�_C - I cv f PAVEMENT �� \ �� �y ry. ' h0,� O•F k 9�1 ,6 100, try 05h eae rye�'e .a R16e t11 1F1 o00 1- , _\ •S e + •L / rye• + + y + / r ko h0 \\\ \ \-alp__\nM(3ER WALLo.s' I G S Z > �0� �„a ,h`�?' % ryk .ram +ry0 '10 9P" t t 11 ryb .y 0 rye• Z ti'v _- C-�•,� CD o \ U ,BRICK 1�BRfCK'BPoCK Y F I . ---.----L__=_' (Si ry1' 10e 2' \R BPoCK ii N tx TAX LOT 26 ti1•k + 1/ +rye rye.1 25 p o s l nM WALL o W U_'� + 6� h ,#560 AME \ � m mi (� QER I � 1 DOUBLE YELLOW LINE Z � � _. , a _� e• e 1• ! \ I li J k e e + 1 EDGE OF -�__ + , + + EXISTING ---_--,-_ _ _ ` J �' vn i PAVEMENT y - d 2 ? A +ry 'ryb" ry eek 10 ee° eh� ehry q15 SYSTEM TO REMAIN 2ND STOR e 2ND I!� '3 ry ry ry � �'�'� EXISTING SANITARY rye' RAMP e0 \•- � o •-� 3 � o EDGE OF PAVEMENT Q N he Qe +rye? +1e9 k + tit>9 +y6'? �\ 106' p° a°e yh kL DECK S70RY p !m th, h 91 ry9 o pe e + --- b 2 P WOOD L v WALL 6N1. /S \ ►.] W +,5p. } 1 -Fry1 -,ti __ _� ryeel -}ryes A PryHAL7 +ry trye +0 A.RKING PLA 6 , S70R \ \ L1- �1K RM9ER � z z (� + t SPACES PLAT. w \ KA 0 J �l' 9 0 GRIND OFF EXISTING _ \ I 1 G� z t I t / rye +'t" ry e r \R V o __�I ley:=;J °4.8'4.0' 1� �� ,ry 'PIP / + e10 ea ery 1 ry1y �',. _ PARKING STALL STRIPES (gyp \ _ -- II{� 'z +' - _l,�' t°.9 ,4.0 ;; Y I to V] ,yh +� \ �.} 10 t11 1 AO ry1' 0 k, +rye �1 I F' f 'r r \ i \1715 5.5.A5LLT0 1 M e 7.0' I �t 'p �� k ry' ! woo EXISTING TREE + ph 0 +ry + +ryek +e� +e \ ryes r\ ryes +ry' - WALL W wI TO REMAIN -bap__ D RAMP A I I `� �.. ye• Je k1 +1 \ ; ;/ _ 24.8, 1 0 hg ary ya k0 tie g1 e e 49 q\ TFAC lNry Ye i /A t p,"r 4. ' CLF :�,.__ e + h \ ry ry 1• 0 + 0 '. k 0. _ � NV 84.-�� t +'!1' + t t ,tie• t .}ry + o ry1' ry1' 1' 1' + 7ti a ry k rye try rye ry•9 `ti / i� of ry�.-., s5 .k°` g e• N � �4.2' p -��---------- a0 xd SPHALT N 30.8' _ 19 �11 0 +.yo• I- \- + + + ° ad 6rye ry ---- --- RIVEWAY = o J o c� 0 Au , r,}r - - - - - - - - - - - - - - - - - try DELAP 4' CHAIN NK FEN. _ _ ry, �3 2v - cil w o �i' o� Q I' y¢ ~ 7 N09 25 00r�/I �. CLF i[1v S' L i r' .t. �I N�o vSS N oI� C3I a 698.35' f,.r �y N04°Z0' ,� m _� II 'I Q 1 yY`.'r W - o EXISTING CATCH BASIN REMOVE 170SF �f;;ti -,i, �• o o 11 ;.�„!'d � "•,J r •v ik 4.0' t' 7 o wi1l 7 TO REMAIN AND BE OF VEGETATION z PROTECTED,SEE SHEET READJUSTASPHALT REMOVE WOOD '+ `'ia' '' i `' ,°5 7 3 FOR ESC PLAN ''GRdd > ^ G_ DRIVEWAY PER PLAN RAIL FENCE ':1. ;; , '. . r;•, o �� ` TAX LOT 9 �1 <.. ,."s,_. Z L J REMOVE CHAIN O REMOVE EXISTING SHED LINK FENCE 1 �j W Z �! co �' Q REMOVE GRAVEL cy PARKING AREA I a IgM O _J �I EXISTING SITE & DEMO PLAN I' 25 F- o �. REMOVE TIMBER 0704 WALLS AND BRICK co SCALE:1"=30' BOISSEAU A VENUE WALKWAY 1618 X W 0 15 30 v 06z UW Z > w Z SURVEYING NOTES z Q z co 1. FIELD WORK WAS CONDUCTED SEPTEMBER 28,2021 BY SCALICE LAND SURVEYING,AND ALL MEASUREMENTS WERE TAKEN ON THE GROUND, t � 2. PROPERTY LINES,BEARINGS,AND NORTH ARROW ARE BASED ON LIBER 12896 PAGE 0142 FILED WITH THE SUFFOLK COUNTY CLERK. U' e� ccn W 3. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD 88). r•�-"� Z Imo- coov 4. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS �i••� o EXIST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. 100' 110' 110' ^ Q � Z N W 5. THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE / �i W ERECTION OF FENCES,RETAINING WALLS,POOLS,PATIOS PLANTING AREAS,ADDITIONS TO BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTION. MAIF.R PL 6, PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY. / \ / �` i �+ Z C) c Z 7. THIS SURVEY WAS PERFORMED WITH A SPECTRA FOCUS ROBOTIC TOTAL STATION, / / 8. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF ANY,NOT SHOWN ARE NOT GUARANTEED, 111 9. SURVEY IS SUBJECT TO ANY STATE OF FACTS WHICH AN UP-TO-DATE TITLE EXAMINATION MAY DISCLOSE. / W � 10, ALL UNDERGROUND UTILITIES ARE NOT SHOWN.PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL"CALL BEFORE YOU DIG"AT 811 AND HAVE ALL UTILITY LOCATIONS MARKED ON THE GROUND. / / NQ ~ w w o // z w Q / w� C PROPERTY OWNERS (500 RADIUS) PROPERTY ADDRESSES & USES (500 RADIUS) 1. SMB REAL ESTATE SERVICE INC 1. 56025 MAIN RD-BARBER SHOP,THRIFT SHOP,AND APARTMENTS 2. CACI PARTNERS LLC 2. 56125 MAIN RD-RESTAURANT y 3. WITZKE CAPITAL LLC 3. 56215 MAIN RD-JUICE BAR 4. NKK LLC 4. 56275 MAIN RD-BAKERY 5. JORGE TORRENTO&SONIA TORRENTO 5. 56365 MAIN RD-RESIDENTIAL 6. EUGEN TOMASIC&MIRELLA TONIASIC 6. 56475 MAIN RD-FLORIST 7. ENCLAVE SOUTHOLD LLC 7. VACANT B. LIRRMTA 8. LIRR-TRANSPORTATION 9. THOMAS MCCARTHY 9. VACANT ,��` N 10. STOCKEN DEVELOPMENT LLC 10. 55765 MAIN RD CAFE&STORE rn QCD 11. CARLISLE COCHRAN&ROBERTCOCHRAN 11. 200 BOISSEAU AVE-RESIDENTIAL 'yo 1Ql Y 12. EMILY COCHRAN 12. 270 BOISSEAU AVE-RESIDENTIAL 13. PATRICK CULLEN TRUST 13. 300 BOISSEAU AVE-RESIDENTIAL �0 00 \\ ` Q 14. C V MANAGEMENT LLC 14. 400 BOISSEAU AVE-RESIDENTIAL `°� c 7- Lo 15. 700 BOISSEAU AVENUE REALTY LLC 15. 700 BOISSEAU AVE-RESIDENTIAL 2 N co 16. 1070 BOISSEAU AVENUE LLC 16. VACANT �y�yS 13 ` p 3: 17. HOWARD BD LIVING TRUST 17. 985 BOISSEAU AVE-RESIDENTIAL �O W = W Y 18. TOWBEE LLC C/O SEA TOW SERVICES INTL INC 18. 700 HUMMEL AVE-OTHER STORAGE r'o� •y z m 19. COLONIAL VILLAGE TENANTS CORP 19. 55075 ROUTE 25-APARTMENT/CO-OP y� 20, SOUTHOLD FIRE DISTRICT C/O TREASURER 20. 55135 ROUTE 25-POLICE/FIRE DEPT OU Q ` o 0 co 21. 275 BOISSEAU AVE LLC 21. 275 BOISSEAU AVE-RESIDENTIAL 1Oj �2 O (/� Z co 22. DALY JOEL 22. 205 BOISSEAU AVE-RESIDENTIAL �g 6 \ 2 O 0 23. MAJORS COVE HOLDINGS CORP 23. 175 BOISSEAU AVE-PRINTING CENTER P� o� moo `\191 ` 4 W 24. PASQUALE RUTIGLIANO 24. 55575 MAIN RD-BUTCHER SHOP Pcr (� 25. 55500 MAIN RD LLC 25. 55500 ROUTE 25-RESTAURANT Z� �s>"� 1� 3 0, 1°3 z Y 26. 55560 CORP 26. 55560 HOBART RD-BEVERAGE SUPPLY 2� s 1 2 50' 10 162' ` C J 27. SOUTHOLD HISTORICAL SOCIETY 27. 54325 MAIN RD-CULTURAL&RECREATIONAL �o, �� 15 76 150 \ 2 3 (D 0 p 28. JOHN LANE&LAURIE LANE 28. 150 HOBART RD-RESIDENTIAL Z� O 29. JOAN BENKEN 29. 250 HOBART RD-RESIDENTIAL 2 �` 1� E 25 t a u- 30. CASEY PISACANO&CHRISTOPHER PISACANO 30. 370 HOBART RD-RESIDENTIAL r� 85 ROUT 165 r�o. �s GJ2 ` 10 1 D 31. CHARLES URIBE&EILEEN URIBE 31. 45 HOBART RD-RESIDENTIAL Z�j 245 p 13A �5 r ` 25) 32. STEVE BELICH&VALERIA BELICH 32. 285 HOBART RD-RESIDENTIAL A 33. MULLEN REALTY L P 33. VACANT-PARKING '' FAIN O 1Q7 cp o �a jeo. 1 1 �R U- 34. JULIAB EARLEY 34. 115 HOBART RD-RESIDENTIAL 2� 35. CSJP LLC 35. 55700 MAIN RD-DELI 6 g5 6A 53 100 31 m A �o 6 O\ ` ROAD rJ ` 36. ROCKIT PROPERTIES LLC 36. 55750 ROUTE 25-CATERER 5 36 >, w A N �� 5 AIN a 37, MULLEN REALTY L P 37. VACANT-PARKING 11 9 3 M 38. 120 COTTAGE PLACE LLC 38. 120 COTTAGE PL-PARKING 1� jr's �, 33 3� s, >�, �. $ 44 -- 39. 622 CHURCH LANE LLC 39. 160 COTTAGE PL-RESIDENTIAL 40. JURIJ LESHKO&NADIA SVORAK 40. 220 COTTAGE PL-RESIDENTIAL ti s > �3 06 33 &31 41. KATHRYN PULVER 41. 300 COTTAGE PL-RESIDENTIAL �s o9 S �`• ` �1 42. ALEXIS L BARR&ANDREW Y KURITA 42. 385 COTTAGE PL-RESIDENTIAL 43. CHRISTINE WATTS&CLAIRE WATTS 43. 315 COTTAGE PL-RESIDENTIAL `� 2g�i3' fa 32 a QcZ Ru 13� ���, 10a° .► ''i 44. MULLEN REALTY L P 44. 55980 MAIN RD-CAR DEALERSHIP �o `S' �c1 ` �, +�1? CM 45. RWM ENTERPRISES INC 45. 56340 MAIN RD-ANTIQUE STORE �� y� 31 d'' FOR 1g6 46. RWM ENTERPRISES INC 46. VACANT 21 3� s oo 47. NI CO HOLDING LLC 47. 465 KORN RD-RESIDENTIAL \ O 48. MIRA DOUGHERTY JOHNSON&TIMOTHY WOOD 48. 340 LOCUST AVE -RESIDENTIAL �9• 49. SCHELIN ROY A JR&SCHELIN JOANNE K 49. 385 LOCUST LN-RESIDENTIAL 50. GERARD V ORIENTALE&NANCY A ZITO 50. 295 LOCUST LN-LANDSCAPE CONSTRUCTION 51. GARRETT MOORE&MARGO MOORE 51. 165 LOCUST LN-RESIDENTIAL 52. SOUTHLAND CORP 52. 56480 LOCUST LN-7-ELEVEN H W W 500' RADIUS MAP 200' CURB CUT RADIUS MAP NTS NTS l SEP 0 3 2025 NIt04Ln N N N N O O (D O SOUTHOLD TOWN PLANNING BOARD N 0�0 0) Lo Lo Lo P 25 0000 < ' I Mom -] = � 't "t � d 0704 W 5' �� l C)0 w o o o o CONTRACTOR TO PROTECT AND CLEAN ALL W z N M W W CO o I EXISTING CATCH BASINS DURING CONSTRUCTION - 1619 I W Z�� _ Q w N M M M STOCKPILE AREA AS NEEDED.STOCKPILE SHALL BE TAX LOT 10 NYSDOT TYPE 4-SHEET 209-03 9 3 o Q T E3 lI o O O O O CONCRETE TRUCK WASHOUT z mz� W WITHIN EXTENT OF WORK.STOCKPILES SHALL NOT BE w I I �' -1 o zoo �� F- "� SITUATED OUTSIDE OF SILT FENCE.CONTRACTOR TO DURING ACTIVITIES ONLY I , w n �U I O CONTRACTOR TO DETERMINE w 0.= U ` l Z O wi DETERMINE FINAL LOCATION IN FIELD. o o I III!N 3 Z NYSDOT SHEET 203 02 SIZE AND LOCATION ¢ cy3 FEN. GRAVEL DRIVEWgy W Z } 00 WDRF WDRF I o m ---�•- f 2.6- f 2.2- WDRF 6'STOCKADE FEN• 6.1 m �J 2 1,.,' } .� "- WDRF 6.1' ro 0.7• Il z --- --I W > W fA S09025,001 E WOOD RAIL FEN. 1 6 WOOD RAIL N. _���•8' 1 HEDGES f I " �' Q O F' q x x x x x x x x a1. 1�, 1� oo e _rY�x"�Y�;,a'Y�l`l'-;i`Y',1' "-1'Yl''1' rl€':'l'l'--1 r�rti'1�:-l'r r'Y-rl'�g-r'r l'YYY Y`:"g1'eb}^r-,e'l'l'Y-','Yl'7l`�r-Y'I-�-,-,-Y",--,- 777.39 it`O I� U OR Q LL Y W y^ v .. ./ ./ V v V .. ., v ./ ./ ./ ..- V ./ ., v ./ _ _ _ ' `� T .� �"- ,`/�TT.�F f-�E- "•�- - 6 X- -3E"'�._X•, X- - h- U a- - - - X-X 7c -mac X-X,6 ' X X X-X- x X �X X X_X X c-�C-X WDRF � + ti' 4'WOOD RAIL FEN. h RF -08r0:- : 7 ?-��X X -----__ II ;O. U C, +10 h 1 4.9 try -- rye. _:,, _ o l WALL - - h 0.g + e�h/ 'J 1�0 +Oh1 } 1�... __ n N/r...>..n .n tg 19 rye +1 g +1 ry rye' 0.5'ry ` l' jJ 1 tig /+6°Frye ti� ti�0.2' + \' `AMBER qO WALL, WALL {- WALL 6'iREWAY \ b DR/S WAY - TIMBER WALL 5.1' , I 1.1' 11 a ASPHALT X + h g• / e e h t 1• g ,.B' HALT 20. + h�• �_.- 01� 1_ J`J._ �..�,�. e ry+ / + `` �- gry 9 �; ry x n .>`ry n >`._x '\_n_,t �._1.�...?..*_\--/... + 'V 0 .. . - /. _ OVF. PARKING �..; 1 �-+ # �o h a ryot' �J...JJ�.�..J,_>, -�.��1-'ti.�,x. ° �.-J�J�-�A__tf-_0 J EOCryo e t t�0 - ry�x 0� 1 x,_,1 1a >`_,'\�.,.J•......,..J.,� _7.�_ J�-.7�.. _ l,y / 'L , 'S.8'+ \ - + �7" -I- ' I me 4 ,ti g l yo. 0 0 + J �._x._. a g ' �1 gti nM9ER ®� y _ - O� 6 �1 r)� gs s. ��ok.T- X + +S° tig �1 a �_�_� ._a_ '-� a .x_.._r, �1+-. .t a ._ + .,J�'. f + ( --- -_ _ Q +h f ! +� '1,91- "�• + +ryg ry1 1 e�^ �gah 6 PARKING SPACES f --- _ PAVEMENT I � .ALL WALL cti DW'' ry .�- ryebh \ z \ �43. ....\ J 8.,' O) z +�b ;" �6 ,P. �g6 +,y'1' �01 / i O \ \ ^I V.5' -`Z:i titi/ f5 04oP ea S e Fg. g a / +ry gory fryg'+rye' +� / +ry ry eA h0 ¢t--- "ER WALL 0.6' ( G c� a I +'7ti! I �� 'Fa �''� I +ryg' +ryg' .19y + a + ,F'1• h g I + e'Fh gIg 1'• g 2p'o \\�\ ti ,&LG( !IBR.'QCBR' '9RlQ(�i L 2 C O \v c� �' ..�' 00 X + + 15 1y oe,,� ry ,+ti ry Pi n 2 STORY F ( }'at°.,;�: _ .a' Q, ''O + TAX LOT 26 ry1 a fry 1ti1' +ry66 neg56025 Me \ m jI/ MBER WALL , I q DOUBLE YELLOW LINE _ O, �+ +� •..\ + / g1 -6Oj-------- \ v, ! '_'.:- I - I cam- cD U O a /" ,Fg� X h '� ,Fey (�ti�o ry1� \ % (,,Fg.- rye' RAMP o \ I ' LL1 00 _ /'A + / rygy ��� , o + \ h + / \ // \F +- R e0 \ \ �'3 EDGE OF PAVEMENT �, z 0) cn k J + 0. 6 e g 9h yry F. 0 1 26.2' x , t - W + g rye' e1 ryg' rye rye \ +1 hg eg 9 I �\ ,e h 2ND STO 2ND STORY \ I\ � I;� 13 � a I i�-=----- O U X �J ryg' + +ry + + + ry1' n •. +ry 1° \ oe rye. e� ary DECK STO m O L O " Y "� ry + 1 a f - go +ry g1 g?P I ry6 ARKING PLA e R ,. z KDW; O J e g + / e ry' 2 P 'I \ �( rnM WALL P ry fie''- - -� Fg. F \ ASPHALT o WOOD K @ER 5.5 �r o I Imo( I / ``) J� } J t t + \ $A ES PLAT \ \ hI' kAly /// v+ X �og0 +,FO. N fp --------- 04 z ery ryA. � I eOg g° � � w \ 'MAi--.-._- ��((���' 10.9 14.0 ��}�-� � / �ry ry• _-I e 6 0 h1 f \ ry ; h �/ © \ - LLTtT1 'I Y' v `C G�\S 'a Xry0 0�ry .yk y,y;Y; I-8' °. M ° 7.0' I V as `C� + o! •Fo' t O a1 A' l}_� ,,`'L��,�� rye' I.'\ ha - a°- RAM [y. ae tryA a 10 rya l �)u \\t / , , ! \ / WOOD p \ \ It i; 5.5' i . r'�,I ,I w v + +ry + °..� (. \L<,'y \/ - !' ^' e',i7'- + rye' 'ryb __-_ \ WALL '�1 24,6, a �" 1 N:ry� n0�0 e0 hh M1' _� a0 oP t`ie a^ g1 ye f \. e O } ',Fhb I _ z Z` g. ry• o. o• e• e• 0 e \ g , CLF ' _r<-•---- ?v - _ Y 'i-) +'" •F +X + ry y ry fry aA ry try'g• +ry0'� +^�1 + '1 +rye +ryh try11 / rye0 +6• fry e h e` t .\. h' +._a_ _ •FB'�h f4.2' -' a ah by ASPHALT 3D.8• - _ I W 3 + + t e• + A' ry1' 1 1 ry > + a ry ry + ¢g + / ry rye ry- - " -__ VEWAY "' DRV ' II�II rQ 3L o Z 'k ry ti of J10 + DELAP 4'CHI LINK FEN. 6 DR! .->ti`,_ f3.2' X-X- -X X- -3E�c--cxi x X X -X'-X�-ri��c-T-X-X�xc-i- X-X-X X-X-X v v v ^N�f -X-X- E- " J 698.35 f 1.7' ?,,.;;N� a ,t, m , o I N09 25'00"ytr CLF , A'( I N° y I vm 4 I a o n/ -; ,,r.a, z STORAGE OF MATERIALS SHALL BE r f; PROPOSED STABILIZED CONSTRUCTION �1;,7,> 4 p' 77. 1z w II N o WITHIN EXTENT OF WORK.NO STORAGE PROPOSED SILT FENCE- i 7'.P' .?f'''S�.3 7 o Q LJ.. ENTRANCE FOR UNSTABILIZED PORTION 1 )r �,� ',- I 11° ,l.o' I Z NYSDOT SHEET 209-01 r,)' 1 "+�? �.: f'�f ,os'III 7 Q OUTSIDE OF SILT FENCE.CONTRACTOR L TO DETERMINE FINAL LOCATION IN FIELD. t GRAVEL OF SITE-NYSDOT SHEET 209-05 ���";..,, �f,; ,� TAX LOT 9 CONTRACTOR TO PROTECT AND CLEAN ALL _ ,, •r 1, ,.;rf,'yl l': a o j I O Z EXISTING CATCH BASINS DURING CONSTRUCTION Io O NYSDOT TYPE 4 SHEET 209.03 I a �a 0 U W z NN I I � W EROSION & SEDIMENT CONTROL PLAN 25 0 : z - - - - - - � 0704 � � Q SCALE:1"=30' BOISSEAU A VENUE' 1618 >- � Z 0 15 20 NYSDOT GENERAL NOTES NYSDOT ITEM NUMBERS � z uw Z A. BEFORE CONSTRUCTION,THE CONTRACTOR SHALL COORDINATE WITH STATE PERMIT ENGINEER K. PAVEMENT RESTORATION SHALL BE IN KIND, COMPOSITE PAVEMENT RESTORATION SHALL BE ITEM 203.02-UNCLASSIFIED EXCAVATION REGARDING APPROPRIATE LOCATION FOR SNOW STAKES SLEEVES. TAKEN TO EXISTING LONGITUDINAL JOINT, IF ANY DAMAGE OCCURS TO CONCRETE PANEL, THE ITEM 209.13-SILT FENCE-TEMPORARY LIJ U B. AFTER CONSTRUCTION, SIDEWALKS AND RAMPS MUST BE EVALUATED FOR COMPLIANCE WITH CONTACTOR WILL BE RESPONSIBLE TO REPLACE THE WHOLE PANEL. ITEM 209.22-STABILIZED CONSTRUCTION ACCESS W � Z CURRENT ADA STANDARDS.THE PERMITTEE OR HIS DESIGNATED"DESIGNER OF RECORD"SHALL L. MINIMUM WIDTH OF ASPHALT RESTORATION SHOULD BE 4' FOR PROPER COMPACTION.ADD 1 FT ITEM 209.2301-INLET PROTECTION Z Q O FIELD VERIFY THAT THE PEDESTRIAN FEATURES (RAMPS, SIDEWALK, ETC.)WERE CONSTRUCTED OVERCUT FOR TOP COURSE. ITEM 304.10119917-SUBBASE COURSE U z U U TO CURRENT ADA STANDARDS OUTLINED IN NYSDOT SPECS SECTION 608 AND RELATED STANDARD M. ALL COLD JOINTS TO BE SEALED WITH HOT APPLIED SEALANT. ITEM 404.0981-TOP COURSE SHEETS. SUBMIT REQUIRED DOCUMENTATION TO THE STATE PERMIT ENGINEER BEFORE THE N. TACK COAT IS REQUIRED BETWEEN ALL LIFTS AND JOINTS,REGARDLESS OF WHEN PLACED. ITEM 404,1989-BINDER COURSE Lz _j Z WORK CAN BE ACCEPTED AS COMPLETE AND THE PERMIT BE CLOSED.THE FEATURES THAT DO 0. COMPOSITE PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH THE CURRENT REGIONAL ITEM 404.2589-BASE COURSE NOT COMPLY WITH ADA REQUIREMENTS UPON COMPLETION WILL REQUIRE REMOVAL AND PAVEMENT REPAIR GUIDE SHEETS, ITEM 407.0102- TACK COAT + Lo W RECONSTRUCTION. P. NYSDOT GENERAL ROADSIDE SEED MIX SHALL BE USED FOR ALL GRASS RESTORATION. ITEM 520.09000010-FULL DEPTH SAWCUT �'_�{ Z r` Q coLLI z C. THE CONTRACTOR SHALL CLEAN EXISTING DRAINAGE BASINS ALONG AND IMMEDIATELY ADJACENT Q. APPROVED ITEMS CAN BE VERIFIED AT WWW.DOT.NY.GOV/PIC.STANDARD SHEETS ARE AVAILABLE ITEM 609.0101-CONIC SIDEWALK AND DRIVEWAY TO THE NY SITE FRONTAGE DURING AND AFTER CONSTRUCTION AS ORDERED BY THE STATE AT; STANDARD SHEETS (US CUSTOMARY) (NY.GOV). FOR MORE INFO, PLEASE GO TO ITEM 609.04010510-CONCRETE CURB rrr---111 Z z N W ENGINEER. WWW.DOT.NY.GOVIPERMITS ITEM 610.1402-TOPSOIL,ROADSIDE D. REPAIR EXISTING SHOULDER,SIDEWALK AND CURBING AS ORDERED BY STATE ENGINEER. R. ANY UTILITY WORK PROPOSED IN STATE HIGHWAY RIGHT-OF-WAY WILL REQUIRE SEPARATE ITEM 610.1601-TURF ESTABLISHMENT,ROADSIDE CL LU C) E. ANY SIDEWALK PANELS OR CONNECTING PAVEMENT THAT HAVE SETTLED WITH A GREATER THAN APPLICATION AND SUBMISSION OF RESTORATION PLANS.FOLLOW THE GUIDELINES OF OUR UTILITY ITEM 619.37050009-MOVEABLE BARRIER SYSTEM Q Yd"LIP OR CRACK OVER 112"WIDE SHALL BE REPLACED TO MEET ADA REQUIREMENTS. HANDBOOK, BLUE BOOK TITLED, 'REQUIREMENTS FOR THE DESIGN AND CONSTRUCTION OF ITEM 633.13000010-SEAL PAVEMENT JOINT ? Q 4 F. RUNNING SLOPE OF THE DRIVEWAY'NITHIN THE RIGHT OF WAY SHALL NOT EXCEED 6%. UNDERGROUND UTILITY INSTALLATIONS WITHIN THE STATE HIGHWAY RIGHT-OF-WAY'. THE Q CD Z G. CONSTRUCTION MATERIALS AND EQUIPMENT SHOULD BE REMOVED FROM THE NYSDOT ROW AT APPLICANT SHOULD CONTACT MR. JOSHUA ECKER (631-369-2231, CD o W THE END OF EACH WORKDAY.MATERIALS ALLOWED TO REMAIN ON SITE MUST BE STORED OUTSIDE JOSHUA.ECKER@DOT.NY.GOV)FOR FURTHER DIRECTIONS REGARDING UTILITY HIGHWAY WORK ? co 02 � -- THE VEHICLE CLEAR ZONE. PERMIT(HWP)APPLICATIONS.THE UTILITY HWP ISSUANCE IS SUBJECT TO ISSUANCE OF THE HWP W N � O H. REMOVAL OF THE EXISTING CONCRETE CURB SHOULD BE DONE FROM THE BACK SIDE TO MINIMIZE REQUIRED FOR SITE WORK. LLI LL• ANY DAMAGE TO THE EXISTING PAVEMENT. THIS INVOLVES PULLING THE CURB OUT FROM THE S. ALL PROPOSED ROAD IMPROVEMENTS DETAILED IN THE SITE PLANS MUST COMPLY WITH THE ? ? BACK AND POURING NEW CURB UP PGAINST THE EXISTING PAVEMENT. LATEST VERSIONS OF AASHTO,ADA,NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL WITH THE Z „j I. ALL NEW OR RELOCATED SIGNPOSTS MUST BE INSTALLED IN PVC SLEEVES. NYS SUPPLEMENT(MUTCD),NYSDOT HIGHWAY DESIGN MANUAL,AND THE POLICY AND STANDARDS J. SNOW STORAGE STRIP AND SIDEWALK RESTORATION MUST MATCH THE ONES IN THE FOR THE DESIGN OF ENTRANCES TO STATE HIGHWAYS ('DRIVEWAY DESIGN POLICY'). ROAD J W NEIGHBORHOOD OR ENHANCE THE AESTHETIC VALUE. IMPROVEMENT PLANS MUST PROVIDE ALL APPROPRIATE NYSDOT STANDARD DETAILS AND NYSDOT STANDARD ITEM NUMBERS. U � 1 25 Y g �I 0704 1619 TAX LOT 10 EXISTING(7)STANDARD PARKING SPOTS AND(1) a II 1 $oo II ADA COMPLIANT PARKING SIDEWALK DETOUR SIGN-NYSDOT SHEET 619-321 - SPOT TO REMAIN SIDEWALK CLOSED AHEAD SIGN-NYSDOT WDPF PARKING SIGN -=KAD'FE'e. - m r 1.f' WDRF - ---_- U >° WDRF WDRF _ _ - --- - -- -x----°- - - --- - 1.8 PROPOSED BIKE n slor. {' -�1 i T1 �_ ----- -----H[ GEVe.D:w.-w^y------ --------fy SHEET 619,321 `� CO -r•^ / 2.E' 7.2' / FEN r (�+ // V V. W W W W W W W W -W WJ =...Y� W'-��•�VS- �- �.:.-n.. .',� J �. - . -x- '�; � `� IP 1 S09°25 001/1. HOOD RAIL F.N. J IVOD RAIL FEN. N (- WDRFLL . 4 WOOD RAIL FEN.- /`r`�' YY'Y"Y�'>'YY\-(-,i`WY'YYYYI'YY'YYY�"Y Y'r 'Y'} �'�'-Y -Y77-- 9 -i' ='=---d=I.Y - \ 1I (lr\ �N V' V V' V' V' V' W V- W W V' y W V• W L V' W W W W W W W W `Y W W W W W W W V. W W , 1 - n - V_ V-----.,W W W' W W W,_ WALL-' AS _ ___- f I en, W W W W W W W W •V W W W W W W W W W W W V' W W - W J. W W- W W ' 1.6 (J"A�"'�f.'R W,+ �_______________ ^ '-J I _ W V' W W W W W W W V W W W W ✓' W Y V' W V' W W - W ¢ W d •-a- d _ W V v' W W - y W V' aC -•d V' W 5W W V- W V' V V. V- - WAI I-_ _ __ _'_ 'J.S' W W V W ' 1LL �''A '� - III I - r VI O O �.. Y W V' W W W W W W W W W W W W W W W W - .•- W W W W :-. _ •.,- S 1 11 PAR jn!G I..� J - T 1 \� V• W W W W W W W W W V' W W W W W W W W V' W W W W W W W W W V• V- V - V• V. I ..��� - .._� r= ___- 1 •d-r 1 (� � �1•• ' Ij I I ���-!DW9 _ N v'' W W V' W W V' W W y J- y -Y W V' W V• W W W -Y W V' V' V W V W W V W V _ \ - •Y Ji° / ° _ - \ - O r I'.-1 t a• ---.--. _ U�I l '�-_._-____y M (� 7i'„9ER'Vr,: '` 1 'I I " O y V- V W W W W W W V W W V. y . .� .Y y . V. u. .Y u •Y ,Y .Y . . �. �, ;4�\,� PROPOSED 6-UNIT RESIDENTIAL BUILDING �' �' 5 PARr,NG SPACE, - ,•• �, ti;7 ''R' � �._- .� c:;`:-.\-��:, I H I W W Y PROPOSED ADA COMPLIANT y W W \ ( , T Q V F.F. EL. 28.50 v n / d,RIV:.WA V y y �c I '.St, ',$ \ NdA f., I l r AGE PL z J y y W W V V• ✓r W ,V W y V' W W V' w W W W v- V- CONCRETE WALKWAY�' �' ' + • + I ,' ��r`•"3r=R dVAI f o s•� ,.,� -- I_ , CO rT �v TA3" LOT 2s PROPOSED BIKE PARKING y ,� J( . ; , ( �' I =__ - m V- . W W W W W V. V' V' V . ✓' W V' V' y . V' V. V' V' . W V' W . W V• W - S.F. 7,061 S.F. ,,, ,,, W .Y y v'-c `c'_ '>> I_`"'_C_'_I'sN,;,��,i --' _ - #. I! --c-__. _ x UII RACKS(TYP 2) ` 1' ' - Rn, I �ti '' q 1 I c J 'PARKING LOT DO NOT ( tea �:' '�- - 11 I I EXISTING PARKING (7 V- W W V' W W W V• V• V• W W V V' W W W y W W V V' W ✓' W y W W W W V/ V- \ - . V. y _ , Vr'�� 1� 1 �. K V• W V W W V' W V/ W W W W W V- W W W W V W W V- W W W W W .� .Y .Y V. -'•-- -.__4 _ - - _.-_•:: - - - - d •. - _ - --- - . _ - _ - - ti ENTERSIG , I �' LOT SIGNS TO REMAIN -/ z CO _ L.L Z) Y y V V' W y V• V' W V' V• V' y V• W W W W W V' W V- V' W W V- W V' W y V. V• �: -_ _•._ I - ! -•� .4 i .! I-`•- � d - V-.:�♦ I -f-.. -d- �! -.•• j �f• '.- .. I:,d--- • - "' y ASPrJ.A:T �-r�--•-_ �• -�,- 'Ky v- v- �:': ?�;1m>f-I � ____�_._ _ L.1.. �a o o o o C o o vb o o - '-d o o - o o - i dam• 2:rD STORy._J ?r"U PROPOSED PEDESTRIAN P DL`cr I T¢ L T I I ,-� W W W y W y V' W W W V' W W W W V' W W V' V• W W V' W W W W W V' V' W •Y '•� 'n'•. PROPOSED ADA COMPLIANT ;I!!; V• V' V• W y W W W Y W V. W W W ✓- W W W W W V' W V/ W V• W V V• V' V• V• W W _ W 1 W A:�K Iv(, PLA, n F'y f,r.rljr "1 , f� ^' F W W W W W W W V' V• V- W W V• V• V• W V• W W •Y W V• W W W V• V' W •Y V• 2 W , W W Y V/ P; \ \ v CJ r IC'%, r .5' w C" I CONCRETE WALKWAY 5'��,rs-__ wocn ATfi' �; � � N�; J 20 � W 0 O2 2O O2 2O CROSSWALK h' 11//'' W .. r - •-•I u. .Y ." L" - i 1, .�li- fr'.� �� 1I-'"""- -;''1<;, �IM---�/ I' ' ; 1-I EXISTING CURB � Y \. 1 , � W W W V/ W W W V- W W W W ✓- V' V- W W W V' W W W W W W W V' W W W W �'l'I' W W W W V' ,. � W a V. I -. _ Q W W W W V' W W WV V' W W W W W W W W V W V' W W W W W W W W W-!/%l • W W W W W W W W W W V• W W W V, V. V - I © 1 �u/ •Y W W - W +rVt • II a1�I /.; I-V CUT OPENINGS Q O V W W W W W W W W W W W V' W W W W W V. W •Y W W V V- V' V• W V. V- :j' �` V• W ' I ! y , , \\ µ.'GG�KA'�P +U Ja •r - - .- Ss- ° 14 I I I II�_• / I II .,,- TO REMAIN W L L O .Y e ,5 SHED ' O "PA 1---, - w \ ' I , , GES \ �lL._ I •-A' . . 2 l.5 V/ y V' b':- ICN� I I l ' C 9 //) ems, W W W W W W W V V W W W W V• V V' V. W V V• W V W W W W W ur V' W L W W V• W V- W y } Zl < - ,' •w - , - W-O O O f� L-"t� CJ d„ - •[V, .d-a:-'.d.--_.� P U) U) W W V• V- V' J- W W W W W W V' W W V' W •- d - • v -..- -• ••'•a•�• _ - _ [O 1 I " Ii 2'. W W V- W V- V� V- V- V• W V- W W V� V' W W Y W Y V' J- W W •Y W V• ✓' V• V• W W V' V' V y W u- W V' W W W W V W W V• W V' ✓/ W W ,y •- �. . -- .. _. ._.ja - - d ♦- � ..- •_i-'_ a .. .. w � _- -: .d-•. _ _ I(U (1� Y W W W W V' W W W y V• W W W W W W W W V. W W V' W W V• V' W y W W W V- Y V• y W W W W W W W W V• V• W W V• V• Y J' V' W W y V- V' W W W W W W W W W W V• W V' y W W W W W V' y � yr •W '• j Cj 11 �II I I II Q F_ N09 25'00 W 698.35' N09°2D'1 a TAX LOT 9 0 1!i_�U I►' (I 52.35' �' I PROPOSED PEDESTRIAN NOTES: SIDEWALK CLOSED AHEAD mI CROSSWALK �- Ti "•I � Ii a9 1. ANY EXISTING SIDEWALK PANELS OR CONNECTING PAVEMENT THAT HAVE SETTLED M I �II WITH A GREATER THAN!"LIP OR CRACK OVER'"WIDE SHALL BE REPLACED TO MEET PARKING STRIPE ARROW SIGN-NYSDOT SHEET 619-321 ? ADA REQUIREMENTS. (TYP-6) PARKING LOT"EXIT 2. ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10AM AND AFTER 3PM.NO LANE ONLY"SIGNAGE(TYP) SIDEWALK DETOUR SIGN - �I I m II II a WIDEN EXISTING 4' NYSDOT SHEET 619-321 � f j I r°'J&� WIDE NONCOMPLIANT CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS.NIGHTTIME LANE CLOSINGS WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE PERMIT M II w CONCRETE SIDEWALK M INSPECTOR. a TO 5'WIDE ALONG THE 4. ALL ASPHALT PLACED IN STATE ROAD SHALL BE'SUPERPAVE'WARM MIX ASPHALT, AS PER EB 21 047, g FULL FRONTAGE OF 0 5. ALL WORK IN THE STATE ROW SHALL BE ADA COMPLIANT AND REFERENCED TO PROPOSED TEMPORARY Iili THE PROPERTY- O PEDESTRIAN CONSTRUCTION ADA COMPLIANT l' 'I NYSDOT SHEET 608-01 NYSDOT SPECIFICATIONS,ITEM NUMBERS AND STANDARD SHEETS.REFER TO PAGE WZTC PLAN BARRIERS•NYSDOT SHEET 619 01 PEDESTRIAN DETOUR 11 I 8 FOR NYSDOT DETAILS.ITEM NUMBERS CAN BE FOUND ON THIS PAGE. NYSDOT SHEET 619-321 25 6. REFER TO PAGES 9-12 FOR ALL WZTC SHEETS. - - - 4- SCALE:1"=30' B O I S S EA U A VENUE 1618 0 15 30 w w co L3C=C��CIVU�D SEP 0 3 2025 d 0 C) 0 N N N N O O O O N N N N N 00 0) U-) SOUTHOLD TOWN Y PLANNING BOARD O O O O 25 � �+ PROPOSED 14'X 10'DUMPSTER ENCLOSURE 0704 J li I M N = w w o 0 0 0 PAD TYP,SEE SHEET 8 FOR DETAIL. II m J N 0 -WITH 6'H CHAIN LINK FENCE ON CONCRETE �' _ N 0 w N N N N t ) 1619 -- M � No � � PROPOSED 86LF CONCRETE TAX LOT 10 EXISTING(6)STANDARD I � � �' P n °_D` p o 0 0 0 0 RETAINING WALL PROPOSED �.'z� I PARKING SPOTS AND(1) �� ++ W CONCRETE PATIO LL, ADA COMPLIANT PARKING I !! I �+ Q II SPOT TO REMAIN o WDRF (TYP-6) o _ f I I I c, II m+-a' - Z O PARKING LOT } O Z �.n PROPOSED 6LF OF 6' L' T G'4Av�i.DP.nE'Wnv ENTRANCE STRIPE o -a- 2.s' 2.2' Frrl _ II i( o o` .°• LLI W Z � }, WDPF PROPOSED BIKE �I' y I ° ,.J/ \ DRF �RF HIGH PRIVACY FENCE 6'S'oc`:A_::rr.N. -- - -- ARROW(TYP-2) ------ - c; t _ �- S09 25 00 E nooD RAIL MI. s' PARKING SIGN Y`^ - --;;_�hsl' h,i U j -)W m W(A _ 777.39 1 I °' 0 0, Q Y w / 'AND RAIL FEN. - ---- 1.8 tTYP-7) r- HEDGES . i t JI I li0 Q O�' L x---- c -m 4'WOOD RAIL FEN. ' IrI u1 < n �/ W ,y./""' y�W V y y y yl��,I'h✓' _�- V- y-��y-W�•r v-�- --- ___�._-T_ y- y .I I II f1 In. vJ LL 0 0 0 � w ' w AnPY_{ I \ _____-._._._--"__..._.-�_ ,.ALL A W y y y y y y y y - = -____- _ `I. W yc y y W y / ` W'p LLJ y y y y y y y V y y y y y V' y y y y W� y y W y y _V y y W y W _ _ y W V d- y y _ y V' y y V y y _ •d W 5y y y_y y y _ y y I _ .6 nM3.2�✓ti'i\u J -�I J.S' •tY5,1' r `"^--------- f-1 y yI W y y y . V' . y y SIDE YARD PROPOSED 6-UNIT RESIDENTIAL BUILDING = y 5 \\ ",�� 'la.`:_-:`. y y . / y y <;' W ,••y y-- y-- _ - --r-jF4-:.-''.__'----_4^.';I_L�'�< � li�� ' 5 PARrc,fv„.,PACES - „ d \ \ y W Oy ' W IIy y y y y y y W y y SETBACK V' . _ y \ I I II f CVV, E pL 1 .. 4. _ „_T LIMITS OF DISTURBANCE w y �' ,y y .° y W y a \ F.F. EL. 28.50 PROPOSED ADA y + \ I \+ „ / D,;r"w4Y �, �, y 1-,�0I �` }_ ;�- `"AkY�__. cr =- .LI._rc COTTAGE W y / TAX LOT 26 \ l V �'F / '��, Y \�')6ER WAII 0,6' W AREA=38,605 SF , Y y y W W y y -d S.F. 7,061S.F. PROPOSED BIKE PARKING / W / COMPLIANT PARKING SIGNS y \ LIMITS OF DISTURBANCE OR 0.886 ACRES y N `+' `+' `+' •+' ' ,I' y \ \ I I (U r 2 ? - �r-='x-1_- i" �" °'CN�` gql " `I •-� �` `O c. „U"RACKS(TYP-2) \ _., y y y I T iY R;.u: I 1';W IANTAREA=1,701 SF sin nfar:l n2. .''a a --_ -. '•°'.y y y \ / -` I F 11 i IJ W I y V. y y V' y y V' y 'I' y J, y y -, • • .. • d -,e a - - 4._'-° ��((C��� W LL y / W PROPOSEDONCRDETE WALKWAY y y - ` y y + OR 0.039 ACRES �� \�-- i - - 1 V 'I r ( It I EXISTING PARKING S� p �y m V- V• V V, y y y -': - L -'d + - ♦ . .; - _. L- -- - " •l. ,.-._;. - I,d N- .... LOT SIGNS _ _ -- W _0 - � REMAIN _ 4: y y J /i i"'___--� 1 � �:=:� I ♦� -_- PARKING LOT DO NOT D::cl< r-` I sr <, Ja; y W y y y y y V y y V' ., y y y y y 1 ,� PROPOSED PEDESTRIAN - -__ ENTER SIGNAGE TYP _ 1_+ ''�L, oar ROOF OVER FRONT ENTRY WITH I, !'- ----___ ( ) Ak',n•;r, R:_A.T \�\ 11?y 1 n^aFl; wAl i ;8 1 1 y dy y y y V• y y y y y W y y V y y y y y /V, y V V Z y y y 2 y y y ( 2 `Y y .t 2 y y 2 F a y y y Y - y CROSSWALK --- -------- s°ACES - ---/ y 14 C(i;)P;-AT,�w 'F' l y.. VJ.1;Rrs-S' • y c';:_ I lf� 1 f�� - V] r^ W / 2 SUPPORTING COLUMNS(TYP-6) O O OO y y O O O SIDE YARD SETBACK -.� i/1 w y I y y y W V y y y y y y y W W y y W y /L W y V' W •Y y y y +I W y V y y y y y \ W y y • _ '.'.' / I r / i ©� f - _ ;,4;icJ_--�'I_-=--__:� II (+ --,Ir.,,._�wla-- I E•'+ 2 O y y y y ✓' y y y W y y V. y y y y y y /4' y y y y y y W y y y y y V' y y y y V' y y y V Y y v-d v- y \ `] y y y N y 1.W__',W.__ 1 I __ II -F;M1',._ I C EDGE OF PROPOSED / - r ', -__• i r r `� S� d / ASPHALT PARKING LOT" PROPOSED LANDSCAPING,SEE PROPOSED ADA COMPLIANT PARKING V/ y y . ° . . y y y t�- '' / c� PARKING BUMPER(TYP-31) u' y y 1 WcaD RArsP { \ o _ 6 I �I C7 NI _V' _y - _y _ _ y W V _ _ Y _ y _ z SHEET 7 STALLS AND STRIPING(TYP) y y 10 1 _ F_? _• r II a-I - .- t.� y y y y ✓' y y W y y y y y y y y y y- O Y _ _ - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - -- -. - - - - - - - - - - - - - - - - - - - - - - - - - _. -_ -_ __ .- - - - - - - - - - - - - .- _ - - _- - - - - - - - - - - - - - - - - - - - _ i --• All y y y y y y y W y y y y y y W y y y y y v- V--�I-•__��-y y W y Z - I. _ I'^•-1-. I-e•r :.- I + ;CNr S II II N U .r` +4 /LI ---L -------------------------------1 --1-•-------_----- ---- ---------------W--� _--- -_---- - F , -W W a y .. � , 1- v- v L��J--1 W J� � IIU I III _ d° � �' CI t•1 Ti N09°2500"W - - - - - - - - - - - - - - - - - - - - '�- 3 698.35' N04°2 ' 4_ I'�z I' J 11 z I U I ! - TAX LOT 9 PROPOSED �0 W 1-��,I : !I I �I NO PARKING ASPHALT DRIVEWAY PROPOSED 9'X19'PARKING SPOT(TYP-28). PROPOSED ADA 52.35' ; li + !I II J W NOTES: FIRE ZONE ALL PARKING STALLS TO BE SAME COMPLIANT CONCRETE II 1 II ail 1. TOTAL DISTURBANCE AREA=40,306 SF OR 0.925 ACRES,NO SWPPP REQUIRED. DIMENSIONS,SEE SHEET 8 FOR DETAIL. WALKWAY PARKING LOT EXIT �� !i I I r3jl PROPOSED ADA STRIPE ARROW(TYP-2} L I III I� u,J 2. REFER TO COVER SHEET PAGE 1,FOR GENERAL NOTES. PARKING STRIPE z 3. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT,CENTERLINE OF FENCE, COMPLIANT CONCRETE a I I 'i w ARROW(TYP 2) PROPOSED PEDESTRIAN o 'I I �v. a OR PROPERTY LINE UNLESS OTHERWISE NOTED. WALKWAY CROSSWALK " �=z F- -• Z 4. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. fl I U '^ Q .J 5. SIGNAGE SHALL BE INSTALLED 18"BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT. II v J 7 6. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED PARKING LOT"EXIT I( It ,- Q L Q J SHALL RECEIVE AT LEAST 6"OF TOPSOIL AND SHALL BE SODDED OR SEEDED. ONLY SIGNAGE(TYP) I! I Q 7. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR A w O_ I r l oe CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE. 'I (- REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD WIDEN EXISTING 4' �' O Z SURFACE TO BE FLUSH WITH EXISTING. PROPOSED SITE PLAN WIDE NONCOMPLIANT 8. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN CONCRETE SIDEWALK 25 0- ACCEPTABLE 0 TURF, THE CONTRACTOR SHALL RE-SOD OR RE-SEED ALL APPLICABLE AREAS, AT NO _ _ _ _ TO 5'WIDE ALONG THE 0704 O ADDITIONAL COST TO THE OWNER,TO THE SATISFACTION OF THE ENGINEER. SCALE:1"-a�,o' FULL FRONTAGE OF B O I S S EA U A VENUE THE PROPERTY 1618 C 0 15 30 v 06z UW Z PROPERTY INFORMATION PROPOSED ZONING INFORMATION PARKING LOT CALCULATIONS � ZONE'HB'HAMLET BUSINESS Z L ? - � I�u O PROPOSED 6-3 BED 2 BATH APARTMENTS USE CALCULATION REQUIREMENT U z > U SUFFOLK COUNTY TAX MAP NUMBER: ITEM REQUIRED PROPOSED EXISTING: BARBERSHOP: 3 CHAIRS X(2.5 STALLS/CHAIR)=T5 2.5 PER SERVICE CHAIR Z z U, 1000-063.0003.00-026,000 THRIFT SHOP: 1257 SF X(1 STALL/250 SF)=5.02 1 PER 250 SF w ---I ? OWNER:SMB REAL ESTATE SERVICE INC LOT SIZE S.F. 20,000 S.F 68,901 S.F. APARTMENTS OVER STORE(2): 2 UNITS X(1 STALL/UNIT)=2 1 PER UNIT LOT WIDTH 60, 95.44' TOTAL REQUIRED=14.52 W LOT DEPTH 100' 777.39' ? LU ? ADDRESS: 56025 ROUTE 25 TOTAL EXISTING STALLS PROVIDED: 15 STALLS-1 ADA ACCESSIBLE STALL&14 STANDARD STALLS FRONT YARD 15' 295.78' Z � ^ p U SOUTHOLD,NY 11971 Z ] >- Z SIDE YARD 10, 10.00, USE CALCULATION REQUIREMENT � � Z MUNICIPALITY: TOWN OF SOUTHOLD 11'�J1 BOTH SIDE YARDS 25' 54.73' PROPOSED: 3-BED RESIDENTIAL(6): 6 UNITS X(2.25 STALLS/UNIT)=13.5 2.25 PER UNIT CL LLI °j p BUILDING USE: RESIDENTIAL W - REAR YARD 25' 219.34' BARBERSHOP: 3 CHAIRS X(2.5 STALLS/CHAIR)=7.5 2.5 PER SERVICE CHAIR ZONING DISTRICT: 'HB'HAMLET BUSINESS LANDSCAPE AREA 25% 48.3%(EXIST:77.9%) THRIFT SHOP: 1257 SF X(1 STALL/250 SF)=5.02 1 PER 250 SF LOT SIZE: 68,901 S.F.=1.58 ACRES MAX LOT COVERAGE 40% 14% APARTMENTS OVER STORE(2): 2 UNITS X(1 STALL/UNIT)=2 1 PER UNIT Q MAX BUILDING HEIGHT 35' 17'-3" co �Lu TOTAL REQUIRED=28.02 z MAX NUMBER OF STORIES 2 STORIES 1 STORY TOTAL PROPOSED STALLS PROVIDED: 38 STALLS-2 ADA ACCESSIBLE STALLS 8,36 STANDARD STALLS N EXISTING BLDG S.F 2,282 G.S.F W PROPOSED BLDG AREA 7,061 G S F. REMOVE-EXISTING 8 STANDARD STALLS.KEEP-EXISTING 6 STANDARD STALLS AND 1 ADA ACCESSIBLE STALL. ? Z TYPICAL UNIT G.S.F. 1 176.8 G.S.F. PROVIDE-28 STANDARD STALLS AND 1 ADA ACCESSIBLE STALL. C7 UNIT USABLE S.F. 1,067 U.S.F. J W U � 1 II TAX LOT 10 IiI h 1J D 234.11' 247.50' 295J8' III I IU�c �I h°- WDRF WORT 70.57' F. K 2.6' z.z 7.6T 232.1T 7.6T Z 6 S-OCKAoe- °I " `� - N �'_ _ - *- - _ 0 28.0 w n� _- c0 �� ,n '' 4 WOOD RAIL F ,� r n ,�, `} qry ° , n? - - WOOD PAIL FELL BW29.56 28.6 WDI=B n u'i rf'N I 1• m --. - - ------ ----- II I IiI wDPr t S09 25 00 �E WOOO P.AIL� 1 Fi TW=28.8 o HED 1 �!' I�\ -x --- 2 - - - - - - - - - - - - - ,_ GF 9� + f x - ---� .o, , oo ,. _'„ P;Uf✓ � '---'-a"'----L WALL - x- x x �. - x- x- BW-28.3 28.0 �'� in,�m c, � /r - N / g r 28.0 ;'t + 27.85 - - - == \ 3`. L�: --=nMe:=H -.- Ii II I Y +' N 28. d ' 28.4 ryc, r °"- - - + 7iQ -=�L_. - :,>, y ct v n r, Wn 6.3` - - +" 99J9.d. r o d• _ _ �' 28.4. =21 ,L 7 +'RWAi-i. --t 23.17' �'.Cj}I I8' "l+.qLT 44. .- ry:� f- + I - jI ASPHA',T LL r T- tD d - • -r_' _. '+qF,' N 2j _.+- 00 .21 :WAY V Il{-% 5 i. .rI - I" : . , � D 'o-JJ- J /�- ' 1 •r PARkING ,ty^,+ + r r a _ - + +ry 28.5 28 5 fi ,- ! <i Oi / h +",.o + o / _ \ DWG c' o i 28 5 + 28.5 +" v, 0 1 cq •^r' - ---:___.:,.kik_ 1 r }(� , ^''1�'' I \ It7 n C. �`' i " ' _ • �I a~- + D r r ryo' \ F.F. EL. 28.50 22.94' e; e h ( d a" F.F. 7,061S.F. + - c\i N �_____---- •G; r in '�G .P n4' a .\' S.F. 68 9015.F. 28.5 / 1' S'PARKfi:G'SPACES r ASPHAI_� .G 0 M r 28. 28.5 m c , / r 30 N 4 ti 9 2 / / I I �o' \ ti - I TALE p� W W Y �24N F^ as + + TAX LOT 26 + ao + %\` + ti °d __� F.4 0. f _ COT = c .' DRIV^'. 1 28.4 ti 2 I'.=J.: a P, � :r -='F="=' I' .+ c- _,_ Z _I 1 N �q`- �.. N 't'� a ,1 .F vV N > , WALL 5; -C._ N a + 2" 27 /� i.: lawcV r '--1 / - 28.5 i + e o ryE, 8 ,r 211., 2 c�,N'.,I"Lai 1 ry<. e' 30.3 Te.,Y I n' r�'f=--'::.,.�=:__'.•:_-�1 cF r s�sv I � � .. m o f r r / +ti " / 347.50' 16.00 + -_.....-6_ L I o2.:r"r �, ri r a'r;L I u f I I O+ l / PROPOSED CONTOURS 28.5 i 28.5 _\ N 7 m I' ""' R I I q r ?' J '_ ':'a I� • - +� .°d. d -a .�_� .a _ li RAM11P �4P ice- J �I I I O M 28.35 ... - 1 �L_ a ---:- •"�'-i. it 1'- _� 'I`' -1-':' �� - I_a. -',I' ••28.2Y, - / 1' � ) v-.• v, Z o +' ti L... 28.3 * 28.4 ��� \ I`iT r \ o I �' O \/ U�20.00 _ •„c OJ.. II, '?tg,- -1 hr I ci I 0 0 ' I 18.00' a - - - - +' \ \ - + woo R ; II o „}. 28.4 E. „h' q-' + 2? PLq? al NJni l <"- r_` *' EXISTING CONTOURS / -+1�r " 20.00' ,.to? 19.00' z6.4 19.00' E 20.00' \ 20.00' _ ,, �' \o, \ 22 O9 r' _ �f D `'- J,°< _ �_ 47 r !I�'�_t LO Z W 6 i' i nJ SPA L� TYP 25 N 1 ---- * �.,, / n+`�y' a<' 19.00 28.1 28.0 ti a �, + \,0 9 / : a -u..I-_ I I - t V _ +ry +' 28.25 P n 27.88 = J i + _ ,�.'- .;\ + .ryc 27.83 ,'� S' p // / ' \ / / �rq r= M1-'r` I IIr� I '1( (0 O O Q i C\2 i +��" ..c..P� r 1,r +` \ c-- o`' +. O� o i I / ��...._.// q. o n �W00 Imo„ \ s o _ 4 I I Ii i \I II Fi 1- c, f 28.25-° b 28 15 o o \ + i O. of Lri / ` p- -_ ° ' I o \ 28.4 ,, o o6 i•'� 28.0 \ o J/'�'�\ (/mil 0 0 J +`!M1 '` 26.56 _ d-•. : - \ I N I r �,• 0 ti f ,<.+ 0 �Cij J \p / 0 27.4 0 / �. _ rLL 1 e°' 9; mo mh N _/�/ \�� /// N O y. 26.0 p" a �" 201.76' ao ai 27.7 27.7 27.3 r 6 / D` 26.0 rn . 28 66 28.50 28.4 +" \ + + + + j 26.7_ 4; o -SO r I `y I; ' 1:- (n eel I f +'' +' v .: �2)69. N/J 26.8 a' �. dr _ °y :Q' :*rya- p. d- -. o °-26.35 0 '�,f o ": i I Q �'/^� _ _ _ Vr m I 1 I I r VJ +'' 28.35 28.3 27.9 27.5 26.8 ti 26.1 0 o g_' I i I II I + N09°25'00"tii' - - - - - - - - - - - - - - - - - - - - - - - - - - �l o-, � ��31 26.1 - - 1� 26.25.65' 2s.59 698.35'm - I a. �I v TAX LOT 9 � cc b c Nor/°20'l0 r/r I I+I I it N "IY 219.34' d '�v v �: ((j Il i ( 1 I> I �I I NOTES: 283.47' 0 6 1. SEE ENLARGED SITE&ALIGNMENT PLAN ON SHEET 5 FOR ANY DIMENSIONS NOT LISTED. II f 2. ALL REAR YARD PATIOS HAVE THE SAME DIMENSIONS UNLESS OTHERWISE NOTED. II II 3. ALL LANDSCAPE PARKING ISLANDS LOCATED AT THE FRONT OF THE PROPOSED BUILDING WILL HAVE II II THE SAME CORNER RADIUS OF 3'UNLESS OTHERWISE NOTED. I II 4. ALL PROPOSED SIDEWALKS ARE TO BE 5'WIDE AND ADA COMPLIANT. II W 3. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT,CENTERLINE OF FENCE, I.°I O OR PROPERTY LINE UNLESS OTHERWISE NOTED. Q 6 I 4. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. GRADING & ALIGNMENT SITE PLAN SCALE:1"=Q BOISSEAU A VENUE 0 15 30 F w w NNN � SEIp O 1 J �O�J[ N N N N 0000 N N N N000 NUI N ` ` N SOUTHOLD TOWN PLANNING BOARD 0000 _W N O = W 7 QN � M M W N O \ O 0 0 0 0 W H O Q O cooZ U J Z 00 W cn wW � CO Q Ot- � U > W 19, TAT LOT 10 00 � z U p WU O � 0 v� b� z WDRF W Q 0 0 0 0 0 0 0 � F J 0 0 0 0 C6 c6 c6 c U� � 00c� cfl s6 co =x- w z L ZED "J/ \tr \li li J p J:_ \V \fi \V \li \1� \1 �, Jr J/ \V J p V �n D R F�%� - - -� ----\ UI Q W � J, \� � ,�, 4.14' q Lr; J, J, J, 4.14' Jr ,,, J, 4.14' ,, �, 4.14' J (6, \� \� 4.14' J, . � J, J �, 4.14' \� co J, r..5' J \l, \� \� Z 12.67' o 0 11 .67' M o 0 11.67' M o 0 11.67' o M 11 .67' JED o M : 11 .67' .- - o o M 11.67' o o c� (D J/ Jr \li Jr O OM i - O `!� O 4. M O \V O i ° M Ji O co, 4 O Jr O M ° O O J' M 4 G ' O O 12.67 \li J/ - - - - - - - - - - - - - - - - - - - - - - - --•-- - - = - - -4-m- -•- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -co - - - - - - - - - - - - - - - - - - G - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W - . d _ _ CD- - - I A ° co-- - - -�- - ° M O - - - - � M CD- - -M a O - - - - a - - - - 0- - - -� - � - J 17.94' Q .M \\ \ \ \\ \ \ \\ \ \\ \\ \ \ \ \ \\\ \\\\\ \\\\\ \\ M 4 y' 9.00' o co M 6.00 J' Jr CO \ ° _ 6 \1i O .'4 ° \ \\ 6 - UMT \\\ 5.00, 5.67' \� PROPOSED 10-6 z � z E. E. EL. 28. 50 ; , J, �, z W S. F. 710 61 S . F. TA LOT 26 6.00 Jr Jr r _ - ° W Ln Z 5.00 _ o o 0 0 0 0 0 0 � J Ji U z o o Sri �.ri Sri Sri L6 � d' ° z Q � Z J L; 12.67 J, J, 12.6Q J J \i z Lo w ' z 1 CV O a 1 CV CO . 1 4 1. 4 CV O 1.. (V O1 1 a 14. CV CO : a - 4.. , 4 - cV W a �1 O ° 4 ° � = � O L(') O 41 ° O ° ° 4 r F, v r G ° !] 1 In O ° 4 L(7 O . °. 1 7.94 W p O° 6 4 CO CO O O e� 4 F.� _�' O �� F�- Cfl Cfl r ° 4 E� O ` G F� ° CL m Lim ---- �������iJ Li. -----Q--id 0 O �.i- il I.i Y .iJ {i i iJ Lim 4 iJ �W., Q t Z Q , J/ J/ J/ M 6.24' 15.42' 15.42' 15.42' 15.42' - 18.00 15.42' 15.42' 18.00' •4 z w o o 16.42 0 16.42' TYP p0 N cc J 16.42 � 0 16.42 16.42 16.42 ��� TYP JL � � J• � z � � 0 J O \t/ Jr J' J/ J' J/ Jr Jr O J/ J O �• Jr \! z O 20.00' 20.00' 19.00' �, 19.00' �, 20.00' r 20.00' \� ° W Q soot "�,76' 00, ' hr J © 0 0 0 13.39' O�� M 0 0 o 0 0 0 o J, - - - - o - - - - - - - - - - - - - - - - - - - - - - - - - - - o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -0- - - - - - - - - - - - - - - - - - - - - - -o- - - - - - - - - - - - - - - - - - - - - - - - - -o- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -o- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - o - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -o - - - - - - - - - - - - - - - 0 o 6 o c; 00 N N N _ d) 19.00 00 0 J �' <4 L Lp \V Jr Jr Jr J/ J/ li J-' Jr Jr \lr Jr Jr Jr J/ J Jr Jr J \1' \Ji \l/ J/ Jr J J J J Jr N 00 Lo J r. ti ti I`•- Lo I` I N } M Lu Oz w Y co TAX LOT 9 0O ~ (D 0� H5v NOO � (00000 NOTES: ~ LL 1 . ALL REAR YARD PATIOS TO BE THE SAME DIMENSIONS UNLESS OTHERWISE NOTED. U) U) 2. ALL LANDSCAPE PARKING ISLANDS LOCATED AT THE FRONT OF THE PROPOSED ° BUILDING WILL HAVE THE SAME CORNER RADIUS OF 3' UNLESS OTHERWISE NOTED. 3. ALL PROPOSED SIDEWALKS TO BE 5' WIDE AND ADA COMPLIANT. 4. ALL PARKING STALLS TO BE THE SAME DIMENSIONS UNLESS OTHERWISE NOTED. 3. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED, 4. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. `- ILI- ENLARGED SITE PLAN SCALE:1 '=10' U j 0 5 10 W W U) G3AA0vMEE ItI- LoLo N N N N O O O O IN N N N EP 0 2025 N0007 �A N ` N SOUTHOLD TOWN PLANNING BOARD 0000 � vvvv y �N (n NNNN 25 4 00 = u WOo00 M N W N N N "I0704 N o 'LLJ «0 w m IN M � 1619 ' � � ' RELOCATE EXISTING 8'0X8'EFF.DEPTH m w TAX LOT 10 DRAINAGE LEACHING POOL TO MEET HEALTH m� O DEPARTMENT STANDARDS.INSTALL 2'GRAVEL o z Z p COLLAR ONLY ON AI NORTH AND UTILITY OFFSETS SEOUTH SIDE RVICES, * `^ Z _ STRUCTURE TO MAINTAIN MINIMUM OFFSETS TO a a 21 Q I- m LL C) Z 3 U z � oO - _.--- - v{ n JU) w- m W L7 NDRF NGF W FF2,6' 22' NDRF W S09°25'00„,EW000 PAiL FEN. WOOD RAIL FEN_ l U JL rryry c =-QVM W------ �7M WM V7F1- �iM=WM -�VRf--�7I:i �WM=071�-VR.T -fgf.!wM�YJM-WI4r- -wla -wM - WM _ WM� . z ^/ �,..""�•+ p a _. - �x-x-xd K� r, � O < r PROPOSED 6-UNIT RESIDENTIAL BUILDING 4 x-- z v, II �� v' ,ti 28.50 }, �� 4a�, COTTAGE 1'L LO �'' _ '� S.F. 7,os TAx LOT ; v �6 00 _ F.F. EL I a o I - INV-25.5 _ INV=25.5 W = �9 o _ INV-25.5' N Q o cc -- PROPOSED CONTOURS '- 3 o W U lNN I ~6 d a '1' <- �a r d 1 a- . I`' - I-: ,1= `° l:,d:- 3s o' J -a r J W (/ EXISTING CONTOURS PROPOSED 6"DIA PVC(TYP-3) �� o ♦♦ v 26.0 _ r'" .l _ A. � IS" Z O I \\ - INV EL-24.9 2a.o o _ o o ©. r> _ O O O O O \ r b r rrer rrrrrr rrrrr rrrrr iT" � s IA Q `..g4 4 y 698.35' N09°25'00"Yi' N09°20 '10 ' TAX LOT 9 ROPPROPOSED 10'OX'2'EFF. DEPTH ODRAIN GESED ILEACHING 52.35' ' W y PROPOSED 12"DIA SMOOTH DEPTH DRAINAGE LEACHING POOLS(TYP-3) 0 INTERIOR CPP(TYP-5) POOLS(TYP-5) ~' r LL] W EXISTING 8'0X8'EFF.DEPTH DRAINAGE PROPOSED 12"DIA SMOOTH 7j PROPOSED 1CHIN EFF.DEPTH Z a LEACHING POOL TO REMAIN INTERIOR CPP(TYP-3) DRAINAGE LEACHING POOL(TYP) Q 7 Z o� L 00 �U < W 25 DRAINAGE PLAN _ _ _ _ 0704 SCALE:1"=30' BOISSEAU AVENUE 11618 0 15 30 06 Z Uw Z � DRAINAGE DESIGN CALCULATIONS W AREA I: AREA 11: AREA III: AREA IV: Z W O TOTAL AREA(A): 40,012.32 SF TOTAL AREA(A): 20,358,09 SF TOTAL AREA(A): 4,013.25 SF TOTAL AREA(A): 4,517.91 SF Z Z > U IMPERVIOUS AREA(A4mp): 16,806.63 SF IMPERVIOUS AREA(Amp): 13,823.42 SF IMPERVIOUS AREA(AMP): 2,875.65 SF W -i Z PERVIOUS AREA: 23,205.69 SF PERVIOUS AREA: 6,534.67 SF PERVIOUS AREA: 1,137.60 SF "NOTE:EXISTING WATERSHED HAS NO PROPOSED CHANGES.WATERMAIN (Y INSTALLATION REQUIRES DRAINAGE LEACHING POOL RELOCATION. �- M W IMPERVIOUS CALCULATIONS: 16,806.63 SF X>2 X 1.0=2,801.1 CF IMPERVIOUS CALCULATIONS: 13,823.42 SF X 12 X 1.0=2,303.9 CF IMPERVIOUS CALCULATIONS: 2,875.65 SF X U X 1.0=479.3 CF Z W ^ Z LEGEND PERVIOUS CALCULATIONS: 23,205.69 SF X 12 X 0.3=1,160.3 CF PERVIOUS CALCULATIONS: 6,534.67 SF X 112 X 0.3=326.7 CF PERVIOUS CALCULATIONS: 1,137.60 SF X2 X 0.3=56.9 CF Z F No Z TOTAL WQv REQUIRED: 2,630.6 CF TOTAL WQv REQUIRED: 536.2 CF 9 W WATERSHED AREA I(PERVIOUS) TOTAL WQv REQUIRED: 3,961.4 CF W N WC3 EXISTING: 8 VF X 42.24 CF/VF(8'0 POOL)=337.9 CF PROPOSED: 536.2 CF/68.42 CF/VF(10'0 POOL)=7.84 VF I^ L WATERSHED AREA I(IMPERVIOUS) PROPOSED: 3,961.4 CF/68.42 CF/VF(10'0 POOL)=57.9 VF (1)-8'0 X 8'EFF.DEPTH POOL=8 VF (1)-10'0 X 8'EFF.DEPTH POOL=8 VF �,,.,,� Q (5)-10'0 X 12'EFF.DEPTH POOL=60 VF . z WATERSHED AREA II(PERVIOUS) PROPOSED: 2,630.E CF-337.9 CF=2,292.1 CF t Z LLI 2,292.1 CF/68.42 CF/VF(10'0 POOL)=33.5 VF co WATERSHED AREA II(IMPERVIOUS) (3) 10'0 X 12'EFF.DEPTH POOL=36 VF cli Q IW- /�� W w O WATERSHED AREA III(PERVIOUS) �,'-,''.,, `, NOTE: ALL DRAINAGE RUNOFF TO BE CONTAINED ON SITE IN STORM DRAINAGE STRUCTURES AND WITHIN PROPERTY LINES.THERE WILL BE NO RUNOFF INTO SURFACE WATERS. WATERSHED AREA III(IMPERVIOUS) ® W Q DRAINAGE NOTES: WATERSHED AREA IV(PERVIOUS) 1. ALL LEACHING DRAINAGE PIPES TO BE 12"C.P.P UNLESS OTHERWISE NOTED J W � 2. ALL ROOF DRAINAGE PIPES TO BE 6"P.V.0 UNLESS OTHERWISE NOTED U WATERSHED AREA IV(IMPERVIOUS) 3. PROVIDE CLEANOUTS ON ALL ROOF DRAIN PIPE BENDS v/1 w 25 0704 1619 U� TAX LOT 10 ZU w �z z O CD STK -a► S OChAJ'r: FEN VlGRF o , f9 ,, ,il,t TW=29.56 vL'RF ----- 1 U S09 25 00 J� ew=28.8 gas 28.0 Tw=28.a - - - - 2a.o - - + !\ 0 - B W-28.3 28.0 n --- - - �- ----- ----------- - - _- - - J �., - - t 777 39 ' �8-4 28.4 1 r f \ I- 28.4 _-_ I --- �:.. 263 L) !t.�T J Co --- ?3. 26 a 1 28.5 2a.5 F.F. EL. 28.50 28.5 29.5 I D W W ---- Z J PROPOSED 6-UNIT RESIDENTIAL BUILD[ F.F. 7,061S.F. ! ! !I PL ~ 00 2e.5 S.F. 68,901S.F, 28.5. 1-�- EA(V= O 28.4 WATERSHED AR GE F.F. EL. 28.50 �y;', ,i GOTTA 0 P) S.F. 71061S.F. 28.4 ES ENful 0 U) Z CO 1/ 4,517,91 SF OR 0.104 ACR 28.5 SIGN - PROPOSED CONTOURS - 1 28.5 2 .5 28.5 I N I r wAl.L x q ry I-I- 5 U M - T WATERSHED AREA II= I j O O W I I 28,27 20,358.09 SF OR 0.467 ACRES I I L � Z () U) i 28.35 a----D ----� a----'0 a=---.° a----a a ---D \ 1 zz t V 5� 28.3 28.4 28.4 28.4 L w o0J WATERSHED AREAI= \ /2 W t EXISTING CONTOURS 40,012.32 SF OR 0.919 ACRES 28.4 \ �\ - 26.0� C I- 0 o LL Q \ 28.25. 28.0 / �\ 7 '7 >- WATERSHED AREA III- _ � 4 G� I \ \ 27.63 ', i/ 4,013 25 SF OR 0.092 ACRES U) ~ cat \ \ (n (n _. 28.15 -+- �'. 28.4 j 28.25 - ~ --�- 28.0 r - - �- 27.4 26.5E . SICNt 26. 28.6E f' 28.50 t 28.4 f / 27.7 27.7- 27.3 `26.9 N T26�8 "�-�_ -- ----------------- "_------ .---26.35 28.35 - - - 28.3 - - 27_9 - - 27.5 - - --- --- - - ----` -26.8 -- --- 26.1------ ----- 6.1 - - _.__._.,._. Y: N09°25'00"W 26.59 N09 20 10 ' ° , W 52.35' n: a co a w o� r �U w IL f WATERSHED AREA PLAN 25 CD SCALE:1"=30' - - - - 0704 BOISSEAU A VENUE 1618 Lu W w 0 15 3D = _ 25 Q I! G3[m�[E0W `B RELOCATE EXISTING 8'0X8'EFF.DEPTH DRAINAGE LEACHING POOL TO 0704 MEET HEALTH DEPARTMENT STANDARDS.INSTALL 2'GRAVEL COLLAR 1619 SEP 0 3 2025 TAX LOT 10 ONLY ON NORTH AND SOUTH SIDE OF STRUCTURE TO MAINTAIN MINIMUM SOUTHOLD TOWN PROPOSED OFFSETS TO UTILITY SERVICES. ! ! PLANNING BOARD VENT LINE SUBMERSIBLE �� I! ! I I! i'�� I .r y. , N N N N AIR LINE TRANSFORMER n z 1 I o 0 Q N -¢. NNNN NG UTILITY Lr WDRF WDRF VJDPF __ ^ F,-,1 STK__--_�- -'----- � GR4`.'R D,4lbrµiAY SERVICES TOREMAIN U I Ii I i ! A'.], C, I -• 26' 2.2' ELECTRIC FOR WDRF AIRLINE 6'STO,,.KA 1- ! U FEN ---- ------ -- - ----- -._ f II C> 0 VENT LINE /� "' R 0000 S09 25 00 /E _x- -- _ ---x i-- 1.s TREATMENT UNIT z 4'V;oOD RAIL FF;: 1 HEDGES "-.- - ia',! ' ° 1.b TREATMENT UNIT ELECTRIC FOR _ it --- °J -WOOD PAIL FEN.- / WOOD RAIL FEN. j ' .. L_ x-."x-__-- -x-_ 'x-_ AVM -cVM=W �7M=WMV A�VNf 17M=WM--NFI�II,f 1pI1_��/vMT'-�71J�_ �!M -_Z WM �. M'M'-.�1---'-__f__ n iI! MN (% = NNNN ZS.O 5' - �(-- _-__ ASi?I^'I -_ ° - rII . >u/--._._ I'i't M W �- e•r -•'?r- :i .' d ,a -n \.i2j_� r. I - \ W1.8' Dloo f O 7u 4t' J-.i Y I i ASPHALT f/ 27 \- ,✓�9J, �,7 5.1 �Ir.Q i :c 1� �( WANKING O O O O O _ \Y ER ` Z \ ,zp PROPOSED 6-UNIT RESIDENTIAL BUILDING Z o / o SPARKIPJG SPACES AS _- n'`GW'ALL'2 Z PROPOSED HYDROACTION AN800 '' 20 / ` HA^.T - E'r _' J pL O O i .'\ DR.'✓EViAV �- .b'' -'-;'F -lV,aq'. _ I 'I G (n Z (n Jv / „,-'}0 TREATMENT UNIT,RIM EL=28.4', C.O. F.F. EL. 28.50 TAX LOT 28 C O n' PROPOSED HYDROACTION AN800 �+ %'° +' [l' "'-�?+JD:,� f -' --I =-- COTTAGE O INV EL=25.5' --- >.� sl; - r=== .,Au o.s' H - c. c _ _ __________ Q U m LI_ Z S INV EL=25.78',W INV EL=25.69' o = - i S.F. 7,061 S.F. INV EL=25.5' O o TREATMENT UNIT,RIM EL=28.0',N INV 10} "3'41C /IBor;r1G3 c> `;:: __ EN a^ -c O / \ i - = O / ^ ;v,y tn,lr _= c::_ _ ec,li SIC,!I Z } ' o EL=25.78',W INV EL=25.69' W W fn N n, so nMr rR I! q J m ra. PROPOSED CONTOURS O O ' R 2 T` g \ / CONTROL a O � s RYI-f- j I^ 2 .� Z d \ •r`- d •- Z u 7 �C !��' ,! S21 S a plf n O c� PANEL \ F TEST 2-pngx• P[_,JT . . - r �' ! i,„ nA,, WA:_L, p / �G \ - - - HOLE \ 26.0 - s;:,ca WooD P,-A*.� I w.;L e.5' I ;t I �, � 'AD W i 1 EXISTING CONTOURS _ __ �p \ _ �\�FxP r G U �1 r .o II y'M -- \ CONTROL _ . MlN / J r !�- b I. \ J (�o V d O 20 i) v ©l t ' C_... \ 'i1tir= v:`'-=wM' - - I' ;- z I a \ ,8, 0 28.0 \ PANEL 7 j / O O 20'MIN-���� .,,� s.�I_:; �I� tt Jn 2G MIN 20'MIN \\ �N ,z ' / on t '+ ! ! C=a; t c�� j� _ - \ 2�M -�. F� 0 \o _-- / Py :ti _ A• 'a-SIGN I I ,.� 00 LLJ 01 10 ° , �� O ;'si f�lln I ! ' �iI 3 i z O W U ILL- N09 25 00 W PROPOSED 8'OX9'EFF.DEPTH r L PROPOSED 8'OX9'EFF.DEPTH N i_.'I I,I I I I !! 1 o Box D BOX 698.35 04°20. ! I v�� Q SANITARY H2O.RATED LEACHING E INV EL=25.58' SANITARY H2O RATED LEACHING ��"hr I I !I POOLS,RIM EL=28.4',INV TAX LOT 9 E INV EL=25.58' EL=25.24' TYP-2 W INV ELS=25.41' PROPOSED 10'0X12'EFF. S INV ELS=25.41' POOLS,RIM EL=27.5',INV EL=25.24' S2.35' ( ) DEPTH DRAINAGE LEACHING (TYP 2) EXISTING SANITARY i+ I �! �' �I+! �d F. z POOLS(TYP-6) SYSTEM TO REMAIN I I I �I 1 �,, °-� �S �S PROPOSED 10'OJX8'EFF.DEPTH M I ! t * G� C7 EXISTING 8'OX8'EFF.DEPTH DRAINAGE I I LEACHING POOL TO REMAIN PROPOSED 10'OX12'EFF. DRAINAGE LEACHING POOL(TYP) NOTES: DEPTH DRAINAGE LEACHING o III -`'-Iffw 1. ALL SANITARY POOL COVERS ARE TO GRADE. POOLS(TYP-3) R 2. NO SURFACE WATERS OR WETLAND LOCATED WITHIN 30OFT OF THE PROPERTY. 3. No NEIGHBORING WELLS LOCATED WITHIN 150FT OF THE PROPERTY. 4. ALL SANITARY LEACHING POOLS MUST BE LOCATED A MINIMUM OF 1OFT AWAY FROM I! I s V THE PROPOSED WATER SERVICE. 5. ALL TREATMENT TANKS AND POLYLOK BOXES ARE LOCATED IN NON-TRAFFIC AREAS. i I I z SANITARY PLAN II 0- 25 < SCALE:1"=30' _ _ _ _ 0704 0 1618 QZDOZ ,*-,--EXIST.GRD=26.0' FLOW RATE CALCULATIONS 0 15 30 BOISSEAU A VENUE Q Z Z Q 0.0'-0.5' MIXED GRAVEL, SM 2- . a. a. SAND,AND LOAM AREA=68,901 FT -1 58 ACRES Z � Q HYDROGEOLOGIC ZONE RATE SANITARY #1 CALCULATIONS u) ALLOWABLE FLOW RATE=600 GAL/DAY BROWN 0.5-3.0' ML FLOW RATE OF 3 HOUSING UNITS(9 BEDS)=675 GPD SILT ALLOWABLE FLOW RATE FOR SITE=1.58 ACRES x 600 GAL/DAY AN800 TREATMENT SYSTEM CAPACITY=800 GPD =948 GAUDAY(GPD) 675 GPD 11.5(GPD/FT')=450 FT' EXISTING FLOW RATE PROPOSED FLOW RATE J r? a BARBERSHOP 590FT2 17.7GPD 6 PROPOSED UNITS 1176.8 FT2 225GPD REQUIRED:45OFT2/25 FT2/FT=18 VF N o THRIFT SHOP 1257FT2 37.7GPD X 6 PROVIDED:2-8'0 X V LEACHING POOLS=18 VF YELLOWISH BROWN APARTMENT A 1193F22 225GPD SANITARY #2 CALCULATIONS 3.0'-21.0' FINE SAND SP APARTMENT B 590FT 150GPD FLOW RATE OF 3 HOUSING UNITS(9 BEDS)=675 GPD BORING BY:MCDONALD GEOSERVICES TOTAL EXISTING FLOW 430AGPD TOTAL PROPOSED FLOW 1350GPD AN800 TREATMENT SYSTEM CAPACITY=800 GPD TAKEN ON:MARCH 15,2023 675 GPD/1.5(GPD/FT2)=450 FT2 o�j _z TOTAL SITE FLOW=1,780AGPD NOWATER ENCOUNTERED ALLOWABLE FOR SITE=948GPD REQUIRED:450FT2/25 FT /FT=18 VF V } Z W EXCESS REQUIRING CREDITS=832AGPD PROVIDED:2 8'0 X 9'LEACHING POOLS=18 VF > TEST HOLE 1 DATA REQUIRED AFFORDABLE HOUSING CREDIT=(832.4GPD/(300GPD/CREDIT)) 7LiJ W V N.T.S. REQUIRES PURCHASE OF 2.78 AFFORDABLE HOUSING CREDITS 25 IJ W Ln Z 0704 W i !° z p ti I v Z > o TAX LOT 10 ji r,m III W '-� Z PROPOSED UNDERGROUND PRIMARY UNDERGROUND k II � o �= 0°4.. - U' M W SECONDARY ELECTRIC '1 0 I, W PROPOSED WATER SERVICE ELECTRIC SERVICE a w W SERVICE _____ �a (i <� II N ��, Z L.i..A Z F- r N U'PROPOSED HVAC SYSTEM - 2-4"C-PVC SCH80 FOR EXISTING UTILITY \ I N s t-t --11 WDRF WDRF FOR DWELLING UNITS(TYP-6) 4"DCW o STK C"VE1.DME;,'AY O woPr 4"FIRE SERVICE _ FF, l ~` -- __ _ VOICEIDATAIN SERVICES POLE TO REMAIN = -.j.^ �! d W -► 2.6^ 2.2' &' N FEN --._-_ ! c., > Z N S09 25'00' ii WOOD Pa IL FEtJ WDRF 5'OC'AD_ V. b I i 'I a I W op Q _ W W 'Y' -x-. x ✓- W W W V^ W y W W W W W •Y W W V' W W W W W W W r-�Y U 4^ WOOD`PAIL FEN. 777 39, _ ! I I I _ L 1.6 WOOD RAIL FEN. 1.8' z" HEDGES Lu w v W W v W W W W ^Y W v' v u- W W v- W V W v- W Y M�W =AVM=Wbt-'ttAfi--`�PMJ �R'M -WM�fNM' WM-vaNMIr�WM ro-17M�WM1hN"��PRP-•-�WIA M - _-WR9 -'NM_ FM-r�4M EW �••••,•t-_ •` I �� C CO • - ___--__ .jamy -- ^Y , v E v. E E E ---=-f:--- ^__E','--- E -?T�vE i NAL �� E �vE E E -E E E - L'E E��!Wr==-c"=-�'-- E.-:!-' !1. I__ 1 �-�!I jl !%�+ Q O E E 7iMg1'4 W 1.8' nSPF{AI T !' ALL I- f !I i r �+• V' V' W W V W W W W W W W V' V' W W W V' y V- W / W V• V' W V' W V' W ✓' W W W W - ~' W W V W W W d ', W W W W W W W _ -d W V' W v- 0.2' nLL - u- ^Y J et =74 E !'• 1 • - -II-�-I/- A�'iPHALI W / - - I ,✓ yy5.1' !i c' PAPKt O W !• _ E E E E E l -I E E E E E E E E E E I.J. -�".'.J� / t!I I pp✓ (� N co Q Fr V W W W W _ \ • \ \ \ \ • \ \ •\ \ \ •`\ _ .. %�% %.-]� W W Q V W .i____'_ W W W -..._Y-_-_-. - r_f...- •I U _ W W V• W W W W W W V• W W W W W W i'��W W ✓- W W V' W W W W - W W `a __-- �Y'�I' r` I ra e PARF;L\'G SPACi'S x i w W ASI'f' v W w W v-'L'°" _Gw c'L_RE.R VrF_:. -' :_1.\t'-. y�y W .Y W W W W W W W W W W W W W W W W W/ W V• V. Y W W W W W V W W W W L If W LL O PROPOSED 6-UNFTER285DENTIAL BUILDING W W W 5j \ oN,v:_WAY W r9ls 5\ : y-� j IWIILL _. ' �._G.- A�� 1 I COTTAGE PL W V- W W V� V' - y\` 2 2 V .,. V• - ✓' W \ I___ `,r- II •� PROPOSED DARK SKY COMPLIANT EXTERIOR S.F. 7,061S.F. TAX LOT 26 PROPOSED +y �+ V , _ U SUBMERSIBLE )� 3,, -_� _ Z �I Y .V W W W V' V' W V' W V- W J, ,.^. i'•'f•' W V• W W W .y .y LIGHT(TYP-28),REFER TO ARCHITECTURAL �._ °ti`:==-__ll_ c '+ W V Y V- W W V -L \ ••W V- W z r Y RA! I �_ lI_-., C WON I15 TRANSFORMER I, o,_ £ 'i:' I W �u . _=f� - I � w PLANS AND SPECIFICATION SHEETS PROVIDED W - _ r V' W W V' V' W W .n^Vf~W V' W W W W V' Vr W W W y V' W W W W W V' V• W W W .. - _ _ _ _ - _ - _ _ \ ,•d W W •Y RA 4,1 1]l i V `1' � /• \ W .Y V' V• W V^ W W/ W V. W V! ✓/ W W W V' W V, V• W W W W W V' V, y W W W V' V' ••• ♦ I - -a 4 -, .: '-•- •' • 4 a.- 1 (-k_ • - d.-• W W _ V, V I IIR a y -'. --1 / f.. D �- .t= _ ..__ d a• -' 2N �?ORYL. _ ASPHALT y1_ - .7' II _'b a !r j W ✓/ ✓, W V/� V' W V/ V' V' W V- W •Y W W V' y W V' W W W W ^V W W V' V- v- •r �Y V V V V W V V V ••• • d - . _ R .N C. P,.A'i, �L _ ! '-. iF: h�!) Li . F W W W W W W V/ W V' y V' V- W V' W W W ✓/ y W W W W W W W W V^ y W v 2 PA.vl. _.q 1.Li� r�{s�OR n v 7r, WA. F`� r_, -Y ^Y W V^ .Y V• W W W W W V WYY V• W W W W •Y .Y -Y V- W V W W V' •Y W V• Y W .✓�W V V' V _ SiAC;I�'S'�'-_-_.I W WOOD PI.A T.I \ 4 C'- II II/'�� I - F�--i '•Y I W W W V •Y\ W W -Y V. V W V' V- Y .Y V- W W V' W •Y .Y •Y V• V^ W W W W v V Vy\�L\C/ V, V. W V' ��I /W \f�J \\/ V. , _vd ,Y ~ U_ c\1 �4 LCM.(3) / 0©� a.=._J -i, ( II f'' --wM,-_ t O V' W V' W V \W V' W W ^Y W ✓' V- W W W V' V' W W W W V' y W y W V' W V' V- V' W W W W W W W W W W W W W V' W / �'] � � r-J " --�Wi✓�_ ;yl-� t `!-r\'/^q�_(� C T� FIRE DEPARTMENT „ AR•(6) W W n/QGrJ f2A�n <)" - •}'_- Q I1:1I V' . . W •Y W 'Y W W W 2d � Y W V• W W W W W W W W W W W W W W W ^Y W W W W W W V W W . CONNECTION •W -`y W I V jI V,I C) TP- 6 y s•: W V, y W .Y � V, W W V' L W W W V• .y J, W V' W W W W ✓/ V W W V V' � W y ( ) W __ � `d, - _ _ -• _ •v. • "d, � _ -! _- d, „d -', i M .Al '.,-�.. -\, •� -*' r k .�f I Z W J- y W W V- y , W V W W W ✓' V' V' W Y V- V V• w V' V• W L 1 V V' V' V' y W w J' V, W J y W V' V W V' W V W _ . V �1 -d: W W-/����Y` W V' V• V- W V' •Y W W V- W V' W V W W V. 'Y V Y ^Y W Y V• W W W .Y W W ^Y W •Y -Y •Y -W W V• - V^� �V^ •L -Y V,- •Y W - •Y•- .Y .y 1•9-I ! I y 4 W V• W W W y � 1 1 U �� i � -J 698.35' I , z 1 NOTES: TAX LOT 9 52,35 W 1. REQUIRE THE USE OF NATIVE,DROUGHT-TOLERANT PLANTS IN LANDSCAPING. k j 2. REQUIRE ONLY THE USE OF ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE EXISTING UTILITY �,, ! J Ii II f 1!I NITROGEN IS NO MORE THAN 20%OF THE TOTAL NITROGEN IN THE MIXTURE. SERVICES TO REMAIN ' I- r I I 3. REQUIRE A MAXIMUM OFF 1 LB OF NITROGEN PER 1,000SF IN ANY ONE APPLICATION, UTILITY & LANDSCAPING PLAN EXISTING TREE TO !! ! �h REMAIN O WITH A CUMULATIVE APPLICATION OF NO MORE THAN 2LBS PER 1,000SF PER YEAR. 4. PROHIBIT THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING NITROGEN, I "'' �o N PHOSPHOROUS,OR POTASSIUM BETWEEN NOVEMBER 1ST AND APRIL 1ST, SCALE:1"=30' II 'I to z 5. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS PROHIBITED UNLESS ! 0 0 �� II �_� o 0 N � I � LL� o ESTABLISHING A NEW LAWN OR SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE �' II jl21 m p - J ENOUGH PHOSPHOROUS.FERTILIZER LABELS HAVE THREE BOLD NUMBERS.THE 0 15 30 NUMBER IN THE MIDDLE IS THE PERCENTAGE OF PHOSPHOROUS IN THE PRODUCT, (! I ! I N 0 E.G.,22-0-15.USE OF PRODUCTS WITH A 0.67 IN THE MIDDLE OR LOWER IS NOT W _ M RESTRICTED,PRODUCTS WITH A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF A II! !� I W z Y NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST INDICATES IT IS NECESSARY. iI �' o Z J m REINF.RUBBER HOSE 25 � 0 12 GA.WIRE-TWISTED - - - - 0704 AND LEFT LOOSE BO I S S EA U AVENUE LOT COVERAGE CALCULATIONS REINF.RUBBER HOSE 1 Lo 0 0 W EXISTING LANDSCAPE AREA:53,650 S.F.=77.9% 12 GA.WIRE TWISTED AND LEFT Z U (n PROPOSED LANDSCAPE AREA:31,667 S.F.=45.9% LOOSE Q > J-- 2 CEDAR STAKES-DRIVE AT � 0 0 p PLANTING LEGEND 2 CEDAR STAKES-DRIVE AT ANGLE AND DRAW VERTICAL ILL ANGLEO ANGLE AND DRAW VERTICAL (- TERRA WRAP-ONLY QUANTITY KEY BOTANICAL NAME COMMON NAME MATURE HEIGTH MATURE WIDTH 3 CC CARPINUS CAROLINIANA AMERICAN HORNBEAM 20'-30'HT. 20'-30'WD. N WHERE REQUIRED BY Q w cn LANDSCAPE ARCHITECT 6 AM ARONIA MELANOCARPA BLACK CHOKEBERRY 5'-T HT. 4'-FWD. w z '-'-' 6 AR ACER RUBRUM RED MAPLE 40'-70'HT. 30'-50'WD. -r} 4"DEEP SHREDDED BARK MULCH cn w "' = 4"DEEP SHREDDED BARK MULCH O a = CROWN OF BALL TO BE SAME CROWN OF ROOT BALL TO BE o > Z Y LEVEL AS IN NURSERY LANDSCAPING NOTES SAME LEVEL AS IN NURSERY wUJ UJ z co 6"SAUCER 0 r; � u' o 1, LANDSCAPING,TREES AND PLANTS REQUIRED BY THESE REGULATIONS SHALL BE PLANTED IN A GROWING CONDITION ACCORDING TO ACCEPTED HORTICULTURAL REMOVE TOP j OF BURLAP Ln PRACTICES,AND THEY SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION.ANY LANDSCAPING,TREES AND PLANTS WHICH ARE IN A CONDITION THAT DOES AND ALL WIRE AND NON- NOT FULFILL THE INTENT OF THESE REGULATIONS SHALL BE REPLACED BY THE PROPERTY OWNER DURING THE NEXT PLANTING SEASON FOR THE PARTICULAR _-� .z BIODEGRADABLE MATERIAL =- 6"SAUCER PLANT MATERIAL. III-I `' = _ 'Y_ I-III III " �= I =1 REMOVE TOP 3 OF BURLAP 2, ALL PLANT MATERIALS TO BE OF HIGHEST QUALITY NURSERY GROWN STOCK. I=T I I= TOPSOIL BACKFILL-MIN OF s" K= = T;` AND ALL WIRE AND NON M 3. REFER TO DRAWINGS PRIOR TO ANY EXCAVATION FOR LOCATION OF MECHANICAL AND UTILITY LINES AND STRUCTURES.IF ANY CONFLICT EXISTS,CONTRACTOR 50%OF SOIL TAKEN FROM HOLE I I s_ <: -' "i T-I BIODEGRADABLE MATERIAL r SHALL NOTIFY ARCHITECT FOR SUGGESTED CHANGES, �o -I _„ -st 3ILL - 4. ALL PLANT PITS TO BE BACK FILLED WITH TOPSOIL BLENDED WITH 0-20-0 FERTILIZER AT THE RATE OF 5 POUNDS PER YARD. Q 5. ALL TREE PITS AND SHRUB BEDS TO BE MULCHED WITH 4"DEEP FRESH MILLED SHREDDED BARK MULCH. III-) Y= '_s __ -� }_�- 'T- _ TOPSOIL BACKFILL,MIN OF 50% =� "1` "- of SOIL TAKEN FROM HOLE 6. ALL TREES TO BE PLANTED AND STAKED AS PER DETAIL. III=I I = �I `''- x A '- III= 7. ALL PLANT MATERIALS TO BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. 8. IF ANY DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST,THE PLAN SHALL GOVERN. _ �_-III-III-1-1-I -I-� COMPACTED SOIL PEDESTAL f , - T- =1 ��I 11=1 11=1� ill' I 9. ALL PLANT MATERIALS ARE To BE MAINTAINED WITH FERTILIZER AND OTHER REQUIRED MATERIALS TO MAINTAIN A NEAT AND HEALTHY APPEARANCE. L- 10. ALL PLANT MATERIALS ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM,DRIP IRRIGATION IS TO BE INSTALLED WHERE POSSIBLE.ALL IRRIGATION 2 X BALL DIA COMPACTED SOIL PEDESTAL COMPONENTS AND INSTALLATION SHALL COMPLY WITH ALL LOCAL,STATE&FEDERAL CODES. 2 X BALL DIA 11. ALL PLANTS WHICH DIE OR BECOME DISEASED SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR. H' 12. ALL NEW SEED AREAS ARE TO RECEIVE 4"MIN.OF TOPSOIL. W 13. ALL SEED AREAS ARE TO BE SEEDED WITH 5 POUNDS OF FESCUE VARIETY GRASS SEED PER 1000 SQ.FT. 14. ALL WORK WITHIN THE SUFFOLK COUNTY RIGHT-OF-WAY SHALL CONFORM TO COUNTY OF SUFFOLK DEPARTMENT of PUBLIC WORKS STANDARD SPECIFICATIONS 2 EVERGREEN PLANTING DETAIL 3 PLANTING DETAIL U) AND DETAIL SHEETS FOR CIVIL ENGINEERING AND SITE DEVELOPMENT CONSTRUCTION. 7 N.T.S 'lli7 N.T.S RESERVED NO DRmcc r=uwmp PARKING SIGN PARKING "RESERVED PARKING" GREEN— eseRveo SIGN SEP 0 3 2025 SIGNOR"NO STOPPING" (N It � N N N N N PARKING SOUTHOLD TOWN SIGN 0 N N BLUE NO PLANNING BOARD N N WHITE `* LO ti PARKING POST > o 0 0 0 WHITE ANY N ((n _ > N N N N TIME 6'-0" GREEN AN ^ g 140 C)C. W NNNN ACCESSIBLE o Z X—Xp=®=_ X�'X--X—X—X—X�-X N O W N M M M i 6"NOMINAL STEEL PIPE(SCHEDULE 80)YELLOW PAINT 6'HIGH CHAIN LINK F �\ o 0 0 0 0 c I ( FENCE WITH SLATS x L Q 1-\ . ' p x I- BUILDING 4'MIN PEDESTRIAN "' I I \ p O O m Q Lzi— p 4. I SAWCUT EXISTING ASPHALT PAVEMENT Z } Op C/) WALL Imo-ACCESS ROUTE I FINISHED GRADE 6'-0" x 4"WIDE o 0 11"TOP COURSE LLJ W Z WHITE STRIPE 4"WIDE 5'102" 1 I _ 6"THICK POURED • I o J W p}p W N �, 8z x- CONCRETE p x Q O(- WHITE \/ /\/ �, L 2z"BINDER COURSE U af Q Y W 4"WIDE,45°BLUE 4"WIDE STRIPE \ I % APPROVED COMPACTED SUBGRADE - v l® L-\ Q \ fn a p p U � STRIPES T-O"O.C. BLUE �� p 6"NYSDOT SPECIFICATION RECYCLED STRIPE 4 I //\ 11Z, I_ 9" I p \4_ _ I CONCRETE AGGREGATE BLUE.INTERNATIONAL rn o I NOTES: 11"DIA THRU(TYP) NO.3 REBA x A p X. SYMBOL FOR ACCESSIBILITY THE STEEL PROTECTION POST SHALL BE PAINTED Z YELLOW AS FOLLOWS: SIDE VIEW END VIEW p 4 /\ A ANDVOTHERLCONTONRNAO SE OIL,GREASE NOTES: 1. CONCRETE DESIGN STRENGTH:PER B. APPLY METAL PRIMER. ASTM C31,4)00 PSI/ 28 DAYS \ /C. APPLY TWO(2)FINISH COATS OF APPROVED @ x\ /� REMOVE AND REPLACE UNSUITABLE t2l- E 60 0"- -9'-0"-� //\/// /\\ POST EXTERIOR PAINT FOR METAL SURFACES. 3. WELDED FIRE FABRIC S TM A-185 X� �� MATERIAL AS REQUIRED W = 11,710 0 U 2T-O" g_0" \//\\//\\//\// 4. FASTEN WITH REBAR A.O.B.E. i Z o cn W U RESERVED STALL _ 4 RESERVED PARKING STALL DETAIL5 BOLLARD DETAIL FOR SIGN 6 PARKING BUMPER DETAIL 7 DUMPSTER ENCLOSURE DETAIL 8 TYPICAL ONSITE PAVEMENT SECTION �' `'��.� 8 N.T.S 8 N.T.S 8 N.T.S 8 N.T.S 8 N.T.S (b�S V) FINISHED GRADE 5'TO BLDG.UNLESS OTHERWISE SPECIFIED HYDROACTION TREATMENT UNIT BASIN COORDINATE MEASURED TO ''^^ MIDDLE OF THE FRONT FACE OF W vJ 10"REINFORCED TRAFFIC BEARING CB 1 DP1 ------ ---------0 DOSING PUMP THE CURB BOX ALONG CURB LINES ADJUSTABLE CURB BOX J MAIN DWELLING ELEC PANEL OR CENTER OF GRATE FOR FILED J15 O CARRY H-20 LOAD WITH SET OPENING MUELLER H-10350 BUFFALO ❑ CB 2 RP1 ------- ---- --�RECIRCULATION PUMP INLETS z TYPE,COMPLETE OR APP'D. v� QUICK RS AT 6"C.C. EQUAL z DISCONNECT GEOTEXTILE FABRIC,MIRAFI 140 `v z O W CB 3 MPI--------- -- -- MIXER PUMP Q SWITCH AROUND ENTIRE CIRCUMFERENCE 0GEOTEXTILE FABRIC,MIRAFI 140 MIDWEST P065P _______AIR HOSE OF LEACHING BASIN 2„ F AROUND ENTIRE CIRCUMFERENCE CB4 C1 AIR ________ ____PUMP TO DIFFUSER OF LEACHING BASINPOLYLOK 20" CB5 coo c o 0 o POLYLOKWATER MAIN CURB STOP,MUELLER _ °o 0 0 0 0 0 0RECIRC TIMER ENABLED a ° o a o 0 0 6"RISERSH-15204 OR APPROVED TO CONTROL Y W a o 0 0 0 0 0 0-----J EQUAL. L1 PANEL 2 I --- ----- --- LL: 2.O" °0 0 0 0 0 0 _° 12"CPP(TYP BETWEEN BASINS) COPPER PIPE LL °o 0 0 0 0 0 0 0° POLYLOK 20" L.0 TYP UNLESS OTHERWISE NOTED DISTRIBUTION �5 ------ ----- - HIGHWATER ALARM Q °0 0 0 0 0 0 0 0° BOX -------- ---- u- ° o 0 0 0 0 0 ° CIRCUIT BREAKER 0 ENDCAPTYPE TO BUILDING PIPING ° o 0 0 0 0 o 0 a° °o 0 0 0 0 0 ° 2"MIN.ABOVE LEVELING DEVICE SPECIFICATIONS w o 0 0 0 0 0 OUTLET INVERT - cn MIN.4"DIA. v -- FIELD WIRING ° 06 Z In CB A-30 AMP GROUND o 0 0 0 0 0 SDR PVC / CORPORATION STOP MUELLER H-15000 OR CB 1-20 AMP MANUFACTURER WIRING 10' MIN.4"DIA. APPROVED EQUAL WITH APAC FULL BODY Z W 2'-O"COLLAR OF#3 GRAVEL , PITCHED MIN. SUPPORT INSERT SERVICE SADDLE 107. Z > CB 2-20 AMP SDR 35 PVC CB 3-20 AMP ------------- PNEUMATIC HOSE(FIELD INSTALL) Y 4" 1/8"PER V S' PIPE � a CB 4-10 AMP �MIN.12"COMPACTED SAND LLJ PITCHED MIN. CD CB 5-10 AMP 1/8"PER V OR PEA GRAVEL LEVELING LLl (/) z 2'MIN ABOVE GROUND WATER PAD z >- z Q U' s WIRING SKETCH 10 DRAINAGE LEACHING POOL DETAIL 11 D-BOX DETAIL 12 W �WATER SERVICE DETAIL co c, z 8 N.T.S 8 N.T.S N.T.S c� M w 8 N.T.S z - � z Z 1"• 087 f l c�i� z o W N W 070 067 091 CL W co J �°� I- Q M FINISHED GRADE LOCKING TRAFFIC BEARING ~� Q COD Z 067 CAST IRON COVER TO GRADE Z LLI 060 co cv Q U3 PROP ? ? O 20" F.F.EL. GROUND ELEVATION 28.0 W Q _ W 28.50' CIO TO COVER TO GROUND ELEVATION 27.5 J ° z GRADEo GRADE COVER TO GRADE j W N D-BOX ° 035 N INV.EL.26 0' 10.0' cl' r MIN 4"DIA SDR 35 PVC a r 9.1' �/►1 PIPE OR EQUIVALENT �-� 094 PITCHED a"-1'MIN -:° 25 69'L 15.8' INV.EL. PROPOSED 25.78' HYDROACTION AN800 INV.EL. INV.EL. INV.EL. TREATMENT TANK 25.58' 25.41' 25.24' 2 LEACHING POOLS 064 093 083 (TYP) 088 8'0 x 9'EFF•DEPTH N ALL PROPOSED SANITARY LINES TO BE 6"0 OTE: BOT.EL.16.24' PLC CONTROL PANEL _ PVC PIPE UNLESS SPECIFIED OTHERWISE. E WI HP120 COMPRESSOR NO GROUNDWATER ENCOUNTERED N • C PRECAST SANITARY ® ® ® RINGS(TYP) 15 SANITARY SYSTEM #1 PROFILE SOUTH 0 N 8 N.T.S O W0wM v ® ® ® ® ® ® ® R zm D0 � M m CL w ® ® ® 4" N Z CU Z LL U B z v ® ® 8, �- T MIN O w COLLAR (V u c) � Y w � 00 cncn ° Q D ® ® ® ® _ COLLAR MATERIAL TO a CONSIST OF CLEAN L. 3 „ ® ® ® = SAND AND GRAVEL PROP GROUND ELEVATION 28.4 ® ® 28.50' CIO TO GRADE CGRADEO COVER TO GRADE •` 6 " 83" -- --- - --- -- -- - - ---- -- -- ----- - N -- --- --- iq A N D-BOX N w w INV.EL.26.0'I z 9.1 '-� BILL OF MATERIALS > INV.EL. INV.EL. 15.8' o PROPOSED 25.69' u- m o 25.78' HYDROACTION AN800 INV.EL. O ¢ INV.EL. INV.EL. ITEM P/N DESCRIPTION CITY: z TREATMENT TANK 25.58' 2 LEACHING POOLS 25.41' 25.24' (TYP) HA-AN800 TANK,AN800 245 NITROGEN REDUCTION 1 X BACKFILL MATERIAL TO BE 8'0 x 9'EFF.DEPTH A - TANK,AN800 245 PRETREATMENT 1 w CLEAN SAND&GRAVEL B 130002 SNG STANDARD 2 TANK CONNECTING KIT 1 BOT.EL.20.44' C - ASSEMBLY, RE-CIRCULATION 245 COMPLETE AN800 1 6'MIN PENETRATION INTO VIRGIN BOT.EL.16.24' D AN800-P AN800 W/PLATFORM COMPLETE 1 STRATA OF SAND&GRAVEL NOTE: ALL PROPOSED SANITARY LINES TO BE 6"0 E EC50 30 L150-PLC EC50-30 L-150-PLC 1 PVC PIPE UNLESS SPECIFIED OTHERWISE. W NO GROUNDWATER ENCOUNTERED W 13 TYPICAL HYDRO ACTION AN800 DETAIL 14 S.C.D.H.S. SANITARY LEACHING POOL TRAFFIC BEARING DETAIL 16 SANITARY SYSTEM #2 PROFILE NORTH 8 N.T.S 8 N.T.S 8 N.T.S C3�C��G L7�I[�A SEP 0 3 2025 LOLO N N N N O O O O CONCRETE SIDEWALK,SEE DETAIL THIS N N N N SOUTHOLD TOWN c� 000 0-5ir, PLANNING BOARD SHEET,ITEM 609.0101 N ` � N Lo � ti 0000 WOVEN WIRE FENCE(MIN 121 -2'MIN M _ GAUGE W1 MAX 6"MESH SPACING) `�N (D 2 w o 0 0 0 36"MIN LENGTH FENCE CONCRETE CURB TYPE VF6 SEE DETAIL Mo N = w N N N N POSTS DRIVEN MIN 16" 36"MIN FENCE POST THIS SHEET,ITEM 609,04010510 N o w 00 m M I^ 19 MAX C.TO C. INTO GROUND WOVEN WIRE FENCE(MIN 141 a - M M GAUGE W!MAX 6"MESH T 2"ASPHALT TOP COURSE-ITEM 404.0981 W o 0 0 0 0 SPACING)WITH FILTER CLOTH UNDISTURBED GROUND EXISTING PAVEMENT NOTES: 50'MIN TACK COAT-ITEM 407.0102 O 1. STONE SIZE-USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE N a Z O wi z EXISTING - �--., =_ °_ - 3"ASPHALT BINDER COURSE-ITEM U Z > O EQUIVALENT. - STONE 404.198 - Q I- m w Z 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE SEE NOTE 1 3' S PAVEMENT _ - COMPACTED SOIL ° SEAL PAVEMENT JOINT U O A 30 FOOT MINIMUM LENGTH WOULD APPLY). _ I It 6 ? / / / _ / LLj w Z - y / W yY- -� EMBED FILTER CLOTH a- / / _ ITEM 633.13000010 �w ?� m W 0 3. THICKNESS NOT LESS THAN SIX(6)INCHES. /�/ FILTER z LL °` %" x Yy " Q O r MOUNTABLE BERM u > A MIN OF 6"IN GROUND (If{ ._ ��` (q 4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT ` 'r `)�` - FULL DEPTH SAWCUT-ITEM 520.09000010 EXISTING CLOTH p y v o 4" Q Y W POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF (OPTIONAL) �� SINGLE ENTRANCE TO SITE. GROUND PROFILE ��o � ; �� � = ' >> _ •�_ _ `�� �_ � '�I- III - W SECTION VIEW _ 11=!','', i_I.===1�, III_ 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF 50'MIN PERSPECTIVE VIEW = _ I I _- I _ i_--I _,==1 =-=I I';=;1 II -=I �:,- UNCLASSIFIED EXCAVATION STONE. I;i 1-=, I I I -=11 I I-=.1 ��=I ,_ __" I .I ITEM 203.02 z 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD EXISTING o z NOTES: 1'I - I I I I 1-, -�= -I�' =;��,-- �' -, l 1;=,! '�,--I_ I- CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.IF PIPING 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR V' '_i 11__I = 1- i- I=_ I I-i -rJ I====' GROUND - ° I I 11;=; - IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. STAPLES.POSTS SHALL BE STEEL EITHER"T"OR"U"TYPE OR HARDWOOD, T 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC z 12' -- EXISTING EVERY 24"AT TOP AND MID SECTION.FENCE SHALL BE WOVEN WIRE,121 GAUGE.6" 6"AGGREGATE BASE COURSE IN TWO 3"LAYERS-ITEM 404.2589 ��� 00 RIGHTS-OF-WAY,ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED ONTO f F MIN' PAVEMENT MAX MESH OPENING, 6"SUBBASE COURSE•ITEM 304.10119917 W �' _ Q Wig - PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEN TWO SECTIONS OF FILTER CLOTHADJOIN EACH OTHER THEY SHALL BE NOTE; z zg co 1. TACK COAT TO BE INSTALLED BETWEEN EACH LIFT OF ASPHALT. o 8. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH - OVER-LAPPED BY 6"AND FOLDED.FILTER CLOTH SHALL BE EITHER FILTER X,MIRAFI 2. SHOULD THE PAVEMENT BE DAMAGED DURING THE INSTALLATION OF PROPOSED CURB,THE � W U � STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. PLAN VIEW o 100X,STABILINKA T140N,OR APPROVED EQUIVALENT. O PROPOSED ASPHALT SHOULDER SHALL BE RECONSTRUCTED TO THE NEAREST LONGITUDINAL J �� W n 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER 4. PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED EQUIVALENT. icy Q � >- EACH RAIN. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN JOINT. (b .� H Z "BULGES"DEVELOP IN THE SILT FENCE. 3 REPAIR PAVEMEDENT TAIL ORATION(DWG S O L 0 REFER OT)AND FOLLOW NYSDOT REGION 10 PAVEMENT �S * �\���S�c < �7 STABILIZED CONSTRUCTION ENTRANCE ri8*N SILT FENCE DETAIL 19 PAVEMENT RESTORATION DETAIL 9 N.T.S 9 N.T.S 9 N.T.S Z 0 W A A ZQ 0 J PED. ACCESS ROUTE/ I- U Q BUFFER ZONE SIDEWALK WIDTH SLOPE TRANSITION CONCRETE Ln 0 WIDTH VARIES 5-0" AKIN. MATERIAL AND SIDEWALK z t�PTIONAL LEVEL SECTIO14S-� W (SEE NOTE 13) WIDTH VARIES VAX. 0 n EXISTING cRauur ' � PITCH -1 � - z v) CURB (TYPE VARIES? 6" (TYP.) �6" (TYP.) �.�,���� r�tir~�. SLOPE 5G 0 (SEE 6O9 SERIES STANDARD SHEETS) �'' CONSTRUCTION JOINT EXPANSION JOINT ���� � a s, _ MAX, SLOPE 25% W JOINTS AS PEQUII;ED EVERY 4 -0 EVERY 20 -0 � ���-��....� sEEa�E ay 1-5% MAX-,-- ��OF PLAN "' - - - - ` -} (�PT[t�r�AL I" Ci IPR REPEAL V p,R1�ES W,q�� s _ 6" CONCRETE SIDEWALK - �'- +� (SEE NOTE 2') 06 z ASPHALT CFI Pi,C .,� ,� � EXPANSION JOINT EVERY 20' P�AKMENT 6, ' ' z j 11 ry __ { , SURFACE TYPE 6" SUBBASE 6 AKIN. SUBBASE' WHERE CURB d� EQE OF PAVEMENT-- � E a (SEE NOTE 13) REQUIRED (SEE NOTE 9) � w D c� HOTIOM OF CURS z `r' z 6" MIN. SUBBASE, WHERE 4" CONCRETE SIDEWALK � U D�.'�E (SEE PLM; u z -- REQUIRED (SEE NOTE ) (6 AT DRIVEWAYS) TYPI AL ECTION) z Q -i CIO SEE PAVEMENT 8" R.C.A. DRIVEWAY DROP RECONSTRUCTION OPTIONS TYPE 6 CURB TRANSITION z Lu A AND B ON THIS SHEET VARIES RTICAL rk CURB wI T HOUT CURB ANCHOR) z CA o w SECTION A-A (SEE NOTE 4I a W 1 o TYPICAL SIDEWALK CROSS SECTION CURBED WITH BUFFER ZONE ~ J ITEM 609.0101 � Q z ITEM 609.04010510 0 Z NQ ~ � 20 CONCRETE SIDEWALK DETAILS �� CONCRETE CURB DETAIL W L o 9 N.T.S 9 N.T.S z z_ 0 w wSANDBAG OR BLOC U EDGE OF DRIVEWAY. FRONT EDGE OF F�O� 1..4 PROVIDE 1"LIP TO SIDEWALK :. NOTES �►/� SANDBAG OR BLOC V 1 ALLOW WATER TO FLOW PROPOSED THE SILT SOCK SHALL BE TO DRAINAGE SWALE GRADE PHOTODEGRADABLE SYNTHETIC FABRIC. LINE "' THE SILT SOCK SHALL HAVE A LIFE PROPOSED �GUTIIIE GRAD :' EXPECTANCY OF 12-24 MONTHS, AND AN TIP-UP SECTION (TYP.)--- 6"COMPACTED SUBGRADE OPENING OF 1/8" MAX. SLOPE 25% 2'-0" 16'-0" 2'.0" (SEE NOTE 12} f` '�jlJ 20'-0" .._•. .::•::•:•:•::•: SILT SOCK SHALL BE BE MINIMUM 8" SAW CUT EXISTING ASPHALT 9�OjH`q�j�s ,� p� FRONT VIEW :._.::•:• ' :::: ::::•:::::•:•:••:•::' .�Fc DIAMETER OR CONCRETE DRIVEWAYS �d174, pR�s .. •••: 0�, THE FILLER MATERIAL SHALL BE TYPE 6 "`"� f ""' ""' MULCH MATERIAL3882 6x6-W2.9xW2.9 W.W.F.(TYP) r► . LAYOUT POINT Fro N Ho fp 8"POURED CONCRETE 0 0 \ ` £p 1 c* 6"COMPACTED GRANULAR SUBGRADE LO J �F �A`mar h S NOT \N +� IF AVAILABLE.UARD BAR IUSE A CV M D,Q s'Pf` ell, ISEE NOTE 22)-� �` 1 f" ,1�10 E�� - 1 SECTION A-A CONCRETE BLOCK W 0 W Y m kilo, .c O 6 ! s ,` \ A 01 rN Sq,F, sf f OPTIONAL i CURB 0* •ti £ ,/ ,S�a � REVEAL SEE !NOTE 2T)� �. ' NOTES � LL 5 U S j\ + 1. INSTALL INLET PROTECTION AT ALL 0 0 W f!� ` t 1 STORM DRAIN INLETS WITHIN THE N z 0 U) PROJECT SJ�f, CORNER ANGLE IN �� �� . �f C��O y CONSTRUCTIONEA PRIOR TO THE START OF 0 J LAYOUT POINT- �. 4��.; 4f� CORNER N `` i $� CIIP,A TPANSITIQN�1 ` � �r?1 � �F 0 0 2. INLET PROTECTION IS REQUIRED TO C4 0 O (5EE DETAIL 7 + ,p , j-DRIVEWAY DPEN[NGREDUCE o� LL o ".�lq�;� N, ��` • ' , �0 �r ON SHEET 8) \� tik -�\�'y� 4y LIMIT ITYN.) � POLLUTANTS IENTERINGSMENT AND OORMLDRAINS. � V- � ` ` �l ' y • bq�f-' 1 J, 1 I ��0 INLET PROTECTION DEVICES SHOULD BE � ~ _ PLACED IN A MANNER WHICH EXISTING CURB � E INTERCEPTS RUNOFF PRIOR TO � ! Grp ' 0%, Rp�� / { r r /.� { i { { { ♦ { {t ♦ { { r r t t t t t ♦ ♦ { ♦ HIGHWAY EDGE OF PAVEMENT F�0 FAO ENTERING THE INLET,BUT DOES NOT `� .Sj Frl�q / �S� E / r / ��'"f / { / / t r t �' r / / { / ♦ t { r { t AL BLOCK OR DIVERT RUNOFF FROM THE SHOULDER WIDTH r r .� t t t" ♦ t . ♦ .{ r { { { 4 r . ♦ .'' r r s . { t >.{ f t { t { { ................................................ •:z ` 0 ` { / ' { ♦ DIRECTION OF TRAVEL INLET. '' 4. r ✓� a+ t t t { r { t t r 1 t ♦ r' t ♦ ' ♦ t { { { ,� { { r 3. THE INLET PROTECTION WILL BE f , ' { {' t { ♦ i ♦ ♦ ♦ ♦ { i i t { q r ! r r t r { ♦ ♦ ♦ r t t ♦ i 1 INSPECTED WEEKLY AND IMMEDIATELY " .. „_ l A ,r ,r r J I / t t { .r ,i ♦ ♦ ♦ }/ J J .+ ! . ! t 1 t { t / {�.� r ! " AFTER STORM EVENTS.IF THE INLET PROTECTION BECOMES CLOGGED WITH 011VEWAY OPENING EDGE OF TRAVEL LADE SEDIMENT,IT WILL BE REMOVED AND TYPE 3 DRIVEWAY ENTRANCE sawcul-� '` (SEE NOTE 17l �- sawcUT CLEANED OR REPLACED PER THE 4. COMPOST T SOCKS SHALL BE REMOVED AT qp` FOR RESIDENTIAL OR COMMERCIAL DRIVEWAYS IN URBAN AREAS LIMITS OF SHDJLDER RECCNSTFL'CTIDV WITH POSTED SPEEDS Of 45 MPH OR LESS .......... THE END OF EACH WORKING DAY. ti0 ly �FV (SEE NCTE 13l 5. THE INLET PROTECTION WILL BE y �! TAPER METHOD WITH SIDEWALK AWAY FROM CURB OR NO SIDEWALK REMOVED ONCE THE CONSTRUCTION IL c�� NOTE. SEE TAPER METHOD OF LAYOUT NOTES ON SHEET 3 DETAIL $ - WORK HAS BEEN COMPLETED. O %x TYPICAL DRI4EWAY ENTRANCE LIMITS OF SMOULDER RECONSTRUCTIONd STAKE OR SANDBAG NOTES: ITEM 209.2301 APRONS&SIDEWALKS AT DRIVEWAYS MUST BE CONSTRUCTED OF REINFORCED CONCRETE.REINFORCING SHALL BE WIRE FABRIC 6x6-W2.9xW2.9 W.W.F. W W 22 CONCRETE APRON DETAILS 23 INLET PROTECTION DETAIL - TYPE 4 N.T.S 9 N.T.S G�0C( �F� IDD SEP 0 3 2025 't 'tLOLO SOUTHOLD TOWN O O O O PLANNING BOARD N N N N N N 00 6) LA LO ti O O O O 04 GENERAL NOTES LANE WIDTHS ROADWAY TYPE DEFINITIONS CO N _ W Q � s CO N W N N N N N00 co W co Q. N O N co M co 1. THE TYPICAL DETAILS DEPICTED ON THE STANDARD SHEETS AND IN THE MUTCD, REFLECT 1. UNLLANESS SAUTHORIZED HALL BE AS F FOLLOWS:THE ENGINEER, NGIN EWATHE YS ANINIMUD/OR EXPRESSWAYS IS OR WORE ONIMEJMAVEL 1. FREEWAY: o THE MINIMUM REQUIREMENTS. LANE WIDTH FOR ALL OTHER TYPES OF ROADWAYS IS 101. A. INTERSTATE: INTERREGIONAL HIGH-SPEED, HIGH-VOLUME, DIVIDED FACILITIES WITH o o 2. PROPOSED REVISIONS TO THE TRAFFIC CONTROL PLAN SHALL BE PROVIDED, IN WRITING, COMPLETE CONTROL OF ACCESS. a m ° o TO THE DOT ENGINEER FOR REVIEW AND APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER 2. A WRITTEN NOTE SHALL BE PROVIDED TO THE ENGINEER, A MINIMUM OF 21 CALENDAR DAYS w W Z o DESIGNEE FIVE (5) WORK DAYS PRIOR TO THE PLANNED IMPLEMENTATION OF SUCH J 0 w IN ADVANCE OF PERFORMING ANY WORK THAT RESULTS IN THE REDUCED WIDTH OF AN B. PARKWAY: DIVIDED HIGHWAYS FOR NON-COMMERCIAL TRAFFIC WITH FULL CONTROL Q o� q = > PROPOSED REVISIONS, EXCEPT FOR CHANGES THAT ALTER THE SCOPE OF THE TRAFFIC EXISTING ROADWAY, SO THAT THE ENGINEER MAY NOTIFY THE REGIONAL PERMIT ENGINEER OF ACCESS, GRADE PARKWAY SEPARATIONS, INTERCHANGES, AND OCCASIONAL AT- a o o C) U of CONTROL PLAN. SUCH CHANGES IN SCOPE MUST BE SUBMITTED TO THE ENGINEER FOR IN A TIMELY MANNER. GRADE INTERSECTIONS. PARKWAYS ARE DESIGNATED BY LAW. APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE THIRTY (30) WORK DAYS 3. IF THE WORK ZONE AFFECTS PEDESTRIANS, A MINIMUM PEDESTRIAN PATHWAY WIDTH OF 5 2. EXPRESSWAY: DIVIDED HIGHWAYS FOR THROUGH TRAFFIC WITH FULL OR PARTIAL CONTROL z PRIOR TO IMPLEMENTATION OF SUCH REVISIONS. FEET SHALL BE MAINTAINED UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. OF ACCESS AND GENERALLY WITH GRADE SEPARATIONS AT MAJOR CROSSROADS. ALL z 3. THE NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF STAFF WHO ARE AUTHORIZED TO FREEWAY STANDARD SHEETS ARE APPLICABLE TO EXPRESSWAY. M SECURE LABOR, MATERIALS, AND EQUIPMENT FOR EMERGENCY REPAIRS OUTSIDE NORMAL 4. TEMPORARY BICYCLE ACCOMMODATIONS SHALL NOT BE LESS THAN WHAT CURRENTLY EXISTS 011 WORKING HOURS SHALL BE PROVIDED, IN WRITING, TO THE NYSDOT ENGINEER. THE UNLESS AUTHORIZED BY THE ENGINEER. 3. NON-FREEWAY: D = � o ENGINEER WILL PROVIDE THE SUBMITTED INFORMATION TO REGIONAL MANAGEMENT, THE NEW PROTECTIVE VEHICLES A. MULTILANE DIVIDED HIGHWAY YORK STATE POLICE, THE RESIDENT ENGINEER, AND THE LOCAL POLICE. W a cn 4. STANDARD SHEET 619-503 MAY BE USED FOR AN OFFSITE DETOUR SETUP FOR BOTH 1. PROTECTIVE VEHICLES ARE DIVIDED INTO 2 CATEGORIES BASED ON THE GROSS VEHICLE B. MULTILANE UNDIVIDED HIGHWAY 0� � Q a LONG TERM AND SHORT TERM WORK DURATIONS. WEIGHT (GVW): - PROTECTIVE VEHICLE LIGHT (PVL) SHALL HAVE A MINIMUM GVW OF 9,500 LBS. OR C. TWO-LANE TWO-WAY ROADWAY 5. REGIONAL HIGH-VOLUME RESTRICTIONS SHALL BE FOLLOWED. CONSULT WITH DOT ENGINEER GREATER. ALL NON-FREEWAYS CAN BE EITHER URBAN OR RURAL: IF EXCEPTION NEEDED. - PROTECTIVE VEHICLE HEAVY (PVH) SHALL HAVE A MINIMUM GVW OF 22,000 LBS. OR (MEETS MORE THAN 1 OF THE FOLLOWING CRITERIA) U 6. PLAN AHEAD TO AVOID CONFLICTING WORK ZONES. CHECK FOR CONSTRUCTION PROJECTS, GREATER. URBAN:*HIGH DENSITY DEVELOPMENT LLL CLOSURES, & RESTRICTIONS AT WWW.511NY.ORG, WWW.DOT.NY.GOV/PROJECTS, AND WITH 2. IF THE PROTECTIVE VEHICLE ENCROACHES INTO THE TRAVEL LANE, OR IF IT REMAINS *ON-STREET PARKING LL NYSDOT ENGINEER. ENTIRELY ON THE SHOULDER OF ANY HIGH SPEED ROAD (z 45 MPH), IT SHALL BE *VARIED BUILDING SETBACKS Z Q EQUIPPED WITH A DEPLOYED TRUCK/TRAILER MOUNTED IMPACT ATTENUATOR (TMIA, SEE MULTI-STORY AND LOW-TO MEDIUM-RISE STRUCTURES FOR RESIDENTIAL � 7. WORK ZONE INCIDENTS SHALL BE DOCUMENTED AND REPORTED USING EITHER THE TABLE 011-01 ON SHEET 619-011). BALLAST MAY BE USED TO BRING A LIGHTER VEHICLE *COMMERCIAL AND EDUCATIONAL USES STRUCTURES THAT ACCOMMODATE MIXED Q W DEPARTMENTS WORK ZONE INCIDENT FORM, OR THE CONSTRUCTION INCIDENT REPORTING UP TO THE INDICATED WEIGHT PROVIDED THE BALLAST IS SECURELY CONTAINED WITHIN AN U 0 SYSTEM, AS APPROPRIATE. ENCLOSED BODY OR OTHERWISE SECURELY FASTENED TO THE VEHICLE PURSUANT TO FEDERAL USES: COMMERCIAL, RESIDENTIAL, AND PARKING MOTOR CARRIER SAFETY ADMINISTRATION (FMCSA) CARGO SECUREMENT RULES, SUCH THAT: *LIGHT INDUSTRIAL, AND SOMETIMES HEAVY INDUSTRIAL, LAND USE B. CONSIDER CLOSURE WIDTH AND THE ABILITY TO ACCOMMODATE WIDE LOAD VEHICLES BEFORE 1) THE BALLAST WILL NOT SEPARATE FROM THE VEHICLE UPON IMPACT AND *PROMINENT DESTINATIONS WITH SPECIALIZED STRUCTURES, E.G., LARGE THEATERS, Z O Z ESTABLISHING WORK ZONES. 2) THE BALLAST WEIGHT WILL NOT EXCEED THE MANUFACTURER'S GROSS VEHICLE WEIGHT SPORTS FACILITIES OR CONFERENCE CENTERS Q Z U RATING (GVWR). *HIGH LEVELS OF PEDESTRIAN AND BICYCLIST ACTIVITY, WITH NEARLY CONTINUOUS Z p E: 9. IF THE WORK ZONE AFFECTS AN EXISTING ACCESSIBLE AND DETECTABLE PEDESTRIAN TRUCK/TRAILER MOUNTED IMPACT ATTENUATORS SHALL NOT BE MOUNTED/INSTALLED ON SIDEWALKS AND MARKED CROSSWALKS LL1 - LL FACILITY, ACCESSIBILITY AND DETECTABILITY SHALL BE PROVIDED ALONG THE ALTERNATE VEHICLES WITH A GROSS WEIGHT (GVW) LESS THAN WHAT IS MINIMALLY REQUIRED BY THE *HIGHER DENSITY OF TRANSIT STOPS AND ROUTES I- E" ROUTE. MANUFACTURER OF THE TMIA. *DRIVEWAY DENSITIES GREATER THAN 25 DRIVEWAYS/MILE ON EACH SIDE OF THE Z W ry ROAD ACTIVITY AREA 3. WHEN A PROTECTIVE VEHICLE(S) IS USED BETWEEN THE WORK VEHICLE (CREW) OR HAZARD *MINOR COMMERCIAL DRIVEWAY DENSITIES OF 10 DRIVEWAYS/MILE OR GREATER F" ~ AND THE TRAFFIC IN A MOVING OPERATION IT IS REFERRED TO AS A SHADOW VEHICLE(S). *HIGH DENSITYCOMMERCIAL CROSS DRIVEWAYS STREETS 0 1. A 500 MINIMUM LONGITUDINAL DISTANCE SHALL BE MAINTAINED BETWEEN CONSTRUCTION OPERATIONS ON ALTERNATE SIDES OF THE ROADWAY, UNLESS OTHERWISE APPROVED BY THE 4. WHEN A PROTECTIVE VEHICLES) IS USED BETWEEN THE WORK VEHICLE (CREW) OR HAZARD RURAL: DOES NOT MEET MORE THAN ONE OF THE ABOVE CRITERIA. 0- ENGINEER. AND THE TRAFFIC IN A STATIONARY OPERATION IT IS REFERRED TO AS A BARRIER VEHICLE(S). 2. WHEN TWO OR MORE AREAS ARE ADJACENT, OVERLAP, OR ARE IN CLOSE PROXIMITY, THE NOTES FOR NIGHTTIME OPERATIONS: t� CONTRACTOR SHALL ENSURE THERE ARE NO CONFLICTING SIGNS AND THAT LANE CONTINUITY 5. WHEN A PROTECTIVE VEHICLE IS USED IN ADVANCE OF EITHER MOVING OR STATIONARY z IS MAINTAINED THROUGHOUT ALL WORK AREAS. OPERATIONS TO DISPLAY SIGN MESSAGES IT IS REFERRED TO AS AN ADVANCE WARNING N1. WORK OCCURRING AFTER SUNSET AND BEFORE SUNRISE WILL BE CONSIDERED NIGHTTIME Z w VEHICLE. WHEN SIGNS ARE MOUNTED ON AN ADVANCED WARNING VEH[CLE, THEY SHALL NOT OPERATIONS. > SIGNS OBSTRUCT VISIBILITY OF ANY LIGHTS (TAILLIGHTS OR WARNING LIGHTS), OR SIDE-VIEW MIRRORS ON THE VEHICLE, OR TRUCK MOUNTED ARROW BOARDS. N2. ALL SIGNS, STOP/SLOW PADDLES AND RED FLAGS USED TO WARN/ALERT/CONTROL TRAFFIC z V) z 1. THE LOCATIONS OF THE SIGNS SHOWN ON THE WORK ZONE TRAFFIC CONTROL PLANS AND SHALL BE RETROREFLECTIVE. DETAILS MAY BE ADJUSTED BASED ON SIGHT DISTANCE AND OTHER CONSIDERATIONS. THE 6. IN A MOVING OPERATION OR A STATIONARY OPERATION THAT OCCUPIES A LOCATION FOR UP u zz > ° FINAL LOCATIONS OF SIGNS ARE SUBJECT TO APPROVAL OF THE ENGINEER. TO 1 HOUR, THE OPERATOR SHALL REMAIN IN THE PROTECTIVE VEHICLE WITH THE SAFETY N3. ALL WORKERS INVOLVED SHALL WEAR PROTECTIVE HELMETS AND NIGHTTIME APPAREL IN w g BELT AND HEADREST PROPERLY ADJUSTED, MAINTAIN VEHICLE SPACING, AND KEEP THE ACCORDANCE WITH §107-05A. HIGH VISIBILITY APPAREL AT ALL TIMES. CIO 2. FOR LONG TERM WORK DURATIONS, ANY EXISTING SIGNS, INCLUDING OVERHEAD SIGNS, WHEELS ALIGNED WITH THE LANE STRIPING AND LANE TO MAINTAIN LANE DISCIPLINE AND c� F CRI w WHICH CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL SIGN LAYOUT SHALL BE COVERED, TO STAY IN LANE IF STRUCK. THE PARKING BRAKE SHALL BE SET WHENEVER POSSIBLE. N4. VEHICLES OPERATING ON THE PAVEMENT OF A CLOSED ROADWAY OR TRAVEL LANE SHALL Z N REMOVED, STORED OR RESET, AS APPROVED BY THE ENGINEER. ALL APPROPRIATE EXISTING TWO-WAY RADIOS SHOULD BE USED TO COMMUNICATE BETWEEN THE DPERATOR AND THE WORK DISPLAY ROTATING AMBER BEACONS OR FLASHING LED BEACONS AT ALL TIMES. SIGNS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND/OR LOCATION UNLESS CREW. Z N w OTHERWISE REPLACED IN THIS CONTRACT. a ''w T ° N5. LEVEL I ILLUMINATION SHALL BE PROVIDED NEAR THE BEGINNING OF LANE CLOSURE w In F 7. IN A STATIONARY OPERATION THAT OCCUPIES A LOCATION FOR MORE THAN 1 HOUR, ONCE TAPERS AND AT ROAD CLOSURES, INCLUDING THE SETUP AND REMOVAL OF THE CLOSURE f"'°4 : C) Z Z 3. SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT A THE PROTECTIVE VEHICLE HAS BEEN APPROPRIATELY PLACED, IT SHOULD BE UNOCCUPIED. TAPERS. z z w MOTORIST'S LINE OF SIGHT. UNOCCUPIED VEHICLE SHALL BE POSITIONED PARALLEL TO TRAFFIC, PARKING BRAKE SET, o PLACED IN 2NO GEAR (MANUAL TRANSMISSIONS /ENGINE OFF) OR PARK / NEUTRAL N6. LEVEL II ILLUMINATION SHALL BE PROVIDED FOR FLAGGING STATIONS, ASPHALT PAVING, w N o 4. SIGNS MOUNTED ON THE MEDIAN OF DIVIDED HIGHWAYS WHERE MEDIAN BARRIER IS IN (AUTOMATIC TRANSMISSIONS). THE FRONT WHEELS SHALL BE ALIGNED WITH THE LANE MILLING, AND CONCRETE PLACEMENT AND/OR REMOVAL OPERATIONS, INCLUDING BRIDGE w PLACE MAY BE MOUNTED ON THE BARRIER WITH A SADDLE TYPE BRACKET OR OMITTED WITH STRIPING AND LANE TO MAINTAIN LANE DISCIPLINE AND TO STAY IN LANE IF STRUCK. DECKS, 50 FEET AHEAD OF AND 100 FEET BEHIND A PAVING OR MILLING MACHINE. ? z THE APPROVAL OF THE DOT ENGINEER. LAYING THE SIGN DOWN IN A HORIZONTAL POSITION Z IS NOT PERMITTED. 8. NO WORK ACTIVITY, EQUIPMENT, VEHICLES AND/OR MATERIALS SHALL BE LOCATED BETWEEN N7. LEVEL III ILLUMINATION SHALL BE PROVIDED FOR PAVEMENT OR STRUCTURAL CRACK w THE PROTECTIVE VEHICLE AND THE ACTIVE WORK AREA (ROLL AHEAD DISTANCE). FILLING, JOINT REPAIR, PAVEMENT PATCHING AND REPAIRS, INSTALLATION OF SIGNAL �,.�4 5. THE DIMENSIONS OF WORK ZONE TRAFFIC CONTROL SIGNS ARE DESCRIBED IN THE MUTCD. EQUIPMENT OR OTHER ELECTRICAL/MECHANICAL EQUIPMENT, AND OTHER TASKS INVOLVING ANY CHANGES TO THE DIMENSIONS SHALL BE APPROVED BY THE REGIONAL DIRECTOR OR BY 9. DIRECT VERBAL COMMUNICATION BETWEEN THE PROTECTIVE VEHICLES AND THE WORK FINE DETAILS OR INTRICATE PARTS AND EQUIPMENT. HIS/HER DESIGNEE. VEHICLES) / EQUIPMENT SHALL BE UTILIZED WHERE AVAILABLE. 6. NYR9-12 SHALL BE USED IN PLACE OF NYR9-11 WHEN A REDUCED REGULATORY SPEED LIMIT WORK DURATION DEFINITIONS NB. ALL LIGHTING SHALL BE DESIGNED, INSTALLED, AND OPERATED TO AVOID GLARE THAT AFFECTS TRAFFIC ON THE ROADWAY OR THAT CAUSES ANNOYANCE OR DISCOMFORT FOR F� SIGN IS AUTHORIZED. RESIDENCES ADJOINING THE ROADWAY. 1. THERE ARE MAINLY FIVE WORK DURATIONS: 7. RIGID AND FLEXIBLE "ROLL-UP" SIGNS MAY BE USED FOR MOBILE, SHORT DURATION AND N9. PRIOR TO THE START OF NIGHTTIME OPERATIONS, A WRITTEN NIGHTTIME OPERATIONS AND SHORT-TERM STATIONARY WORK. RIGID SIGNS MUST BE MOUNTED AT LEAST 5 FEET ABOVE A. LONG-TERM IS STATIONARY WORK THAT OCCUPIES A LOCATION MORE THAN 3 LIGHTING PLAN IS REQUIRED FOR APPROVAL FROM THE DOT ENGINEER. GRADE (7 FEET WHERE THERE ARE PEDESTRIANS OR PARKED CARS). FLEXIBLE SIGNS SHALL CONSECUTIVE DAYS. BE MOUNTED AT LEAST ONE FOOT ABOVE GRADE. MESH SIGNS SHALL NOT BE USED. USE Ni 0. SEE STANDARD SPECIFICATIONS §619 FOR ADDITIONAL REQUIREMENTS AND CONSIDERATIONS. RETRO REFLECTORIZED RIGID SIGNS FOR NIGHTTIME WORK. B. INTERMEDIATE-TERM IS STATIONARY WORK THAT OCCUPIES A LOCATION MORE REFER TO SECTION 619-3.19B FOR BALLOON LIGHTING REQUIREMENTS. THAN ONE DAYLIGHT PERIOD UP TO 3 CONSECUTIVE DAYS, OR NIGHTTIME WORK N11. CHANNELIZING DEVICES LASTING MORE THAN 1 HOUR. FLAGGERS SHALL USE A FLASHLIGHT WITH RED GLOW CONE/RED LED BATON FOR FLAGGING CD IN NON-ILLUMINATED FLAGGER STATIONS DURING NIGHTTIME OPERATIONS. c14 1. WHERE POSSIBLE ALL CHANNELIZING AND GUIDING DEVICES ARE TO BE PLACED SO AS TO C. SHORT-TERM IS STATIONARY DAYTIME WORK THAT OCCUPIES A LOCATION FOR ~O PROVIDE A MINIMUM 2' LATERAL CLEARANCE TO THE TRAVELED WAY. MORE THAN i HOUR WITHIN A SINGLE DAYLIGHT PERIOD. p LO PUBLIC ACCESS D. SHORT DURATION IS WORK THAT OCCUPIES A LOCATION UP TO 1 HOUR. IT NEWYORK N o � M CAN BE PERFORMED DURING THE DAYTIME OR AT NIGHT IN ACCORDANCE STATE OF Department Of w � w Y 1. PROPERTY OWNERS WHOSE DRIVEWAYS WILL BE MADE INACCESSIBLE SHALL BE NOTIFIED AT WITH NOTES NI TO Nil NOTES ON NIGHTTIME WORK. OPPORTUNITY F- z -j LEAST 24 HOURS PRIOR TO RESTRICTING USE OF THE DRIVEWAY. FOR MULTIPLE ACCESS Transportation Z) :D - m PROPERTIES, AT LEAST ONE DRIVEWAY SHALL BE OPEN AT ALL TIMES. ACCESS SHALL BE E. MOBILE IS WORK THAT MOVES INTERMITTENTLY OR CONTINUOUSLY WHERE THE 0 0 z cco m RESTORED TO ALL DRIVEWAYS AS SOON AS POSSIBLE. WORK AT ANY SPECIFIC LOCATION COMPLETES WITHIN 15 MINUTES. IT IS USED U.S. CUSTOMARY STANDARD SHEET u- un FOR VEHICLE BASED OPERATIONS AND DOES NOT INVOLVE WORKERS ON FOOT. 0 O U co 2. SUITABLE RAMPS SHALL BE INSTALLED TO MAINTAIN SMOOTH TRANSITIONS FROM IT CAN BE PERFORMED DURING THE DAYTIME OR AT NIGHT IN ACCORDANCE WITH LO z v cwn RESIDENTIAL AND COMMERCIAL DRIVEWAYS TO AND FROM THE WORK AREA. NOTES N1 TO N10 NOTES ON NIGHTTIME WORK. cN (0000 am-0 cli LANE CLOSURES 2. SPECIAL OPERATIONS ARE WORK OPERATIONS THAT DO NOT FIT INTO ONE OF THE WORK ZONE TRAFFIC CONTROL �, U- o �o 1. LANE CLOSURES SHALL BE LOCATED TO PROVIDE OPTIMUM VISIBILITY, I.E. BEFORE ABOVE FIVE CATEGORIES. SPECIAL OPERATIONS INCLUDE: GENERAL NOTES D ck c� 0 CURVES AND CRESTS, TO THE EXTENT CONDITIONS PERMIT. A. STOP AND GO OPERATIONS - WORK THAT COMPLETES WITHIN 5 MINUTES AND p co N z ALLOWS WORKERS ON FOOT. II if 11 2. THE ENGINEER MAY REQUIRE THAT ALL LANES BE RE-OPENED AT ANY TIME IF THE ROUTE APPROVED DECEMBER 21, 2022 ISSUED UNDER EI 22-033 w w w IS NEEDED FOR EMERGENCY PURPOSES. THIS COULD INCLUDE INCIDENTS AT LOCATIONS B. OTHER OPERATIONS INCLUDING MOWING, MULCHING/HERBICIDE OPERATIONS, <r�= OUTSIDE THE CONTRACT LIMITS. TEMPORARY ROAD/INTERSECTION CLOSURES, ETC. �r 619-010 w w 3. EACH ARROW PANEL SHALL BE VISIBLE 1500 FEET IN ADVANCE FROM ANY POINT WITHIN ERRATA 1 EFF. 05/01/2023 ROBERT LIMOGES, P.E. o THE ROADWAY. ISSUED WITH EB 22-033 DIRECTOR, OTSM U. M Ir- - O NOTE: ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 1 OAM AND AFTER 3PM. NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. NIGHTTIME LANE CLOSINGS WILL NOT BE w W PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE PERMIT INSPECTOR. G-1 _ff �D SEP 0 3 2025 60UThOLD TOWN PLANNING BOARD N N N N O O O O N N N N TABLE 011-01: PROTECTIVE VEHICLE REQUIREMENTS N 00 � N >> 0000 N N N N DURATION MOBILE OPERATION AND STOP & GO SHORT DURATION OPERATION SHORT TERM OPERATION INTERMEDIATE TERM OPERATION LONG TERM OPERATION 1 SKIP LINE 1 SKIP LINE o = w W CO 00p FREEWAY NON-FREEWAY FREEWAY NON-FREEWAY FREEWAY NON-FREEWAY FREEWAY NON-FREEWAY FREEWAY NON-FREEWAY Nco co CD0 co CLOSURE TYPE ROAD TYPE & SPEED o >_ 45 MPH 35 - 40 MPH 5 30 MPH 2 45 MPH 35 - 40 MPH 5 30 MPH 45 MPH 35 - 40 MPH s 30 MPH z 45 MPH 35 - 40 MPH s 30 MPH z 45 MPH 35 - 40 MPH s 30 MPH 30 30' z o ry EXPOSURE CONDITIONS Q Z m ° z ww (SEE NOTE 1) ..■� ��� Q o � � m o ° WORKERS ON FOOT OR SEE SEE 10' 10' 10` 0 n o WORK VEHICLE EXPOSED PVH+TMIA PVH+TMIA PVL+TMIA PVL PVH+TMIA PVH+TMIA PVL+TMIA PVL PVH+TMIA PVH+TMIA PVL+TMIA PVL PVH+TMIA PVH+TMIA PVL+TMIA NOTE 2 PVH+TMIA PVH+TMIA PVL+TMIA NOTE 2 TO TRAFFIC 1— Doi LANE CLOSURE OR -NO WORKERS ON FOOT EXISTING NORMAL BROKEN LANE LINE z ENCROACHMENT -NO WORK VEHICLE PVH+TMIA PVH+TMIA PVL PVL PVH+TMIA PVH+TMIA PVL SEE PVH+TMIA PVH+TMIA SEE SEE PVH+TMIA PVH+TMIA SEE SEE DETAIL O11A - EXISTING SKIP LINES EXPOSED TO TRAFFIC NOTE 2 NOTE 2 NOTE 2 NOTE 2 NOTE 2 -OTHER HAZARDS EXPOSEDoc (IE EQUIPMENT, MATERIALS) �� " ��_� _ z � Q WORKERS ON FOOT OR SEE SEE SEE SEE WORK VEHICLE EXPOSED PVH+TMIA PVH+TMIA PVL+TMIA PVL PVH+TMIA PVH+TMIA PVL PVL PVH+TMIA PVH+TMIA PVL PVL PVH+TMIA PVH+TMIA NOTE 2 NOTE 2 PVH+TMIA PVH+TMIA NOTE 2 NOTE 2 � SHOULDER CLOSURE TO TRAFFIC �d�s ��5� OR ENCROACHMENT -No WORKERS ON FOOT WORK ZONE TRAFFIC CONTROL LEGEND 6 -NO WORK VEHICLE PVH+TMIA PVH+TMIA PVL PVL PVH+TMIA PVH+TMIA PVL SEE NOTE 2 PVH+TMIA SEE SEE SEE NOTE 3 NOTE 2 NOTE 2 PVH+TMIA SEE SEE SEE NOTE 3 NOTE 2 NOTE 2 EXPOSED TO TRAFFIC SYMBOL DESCRIPTION -OTHER HAZARDS EXPOSED U - --- —tIE EQUIPMENT, MATERIALS, � �• •.• EXCAVATION) ARROW PANEL 0 � (n 0 LEGEND NOTES � W Q PVL - PROTECTIVE VEHICLE LIGHT (MINIMUM GROSS WEIGHT 9,500 LBS. OR GREATER) (SEE NOTE 5) 1. THE EXPOSURE CONDITIONS ASSUME THERE IS NO POSITIVE PROTECTION PRESENT. •;� PVH - PROTECTIVE VEHICLE HEAVY (MINIMUM GROSS WEIGHT 22,000 LBS. OR GREATER) ARROW PANEL, CAUTION MODE W �-- 0 TMIA - TRUCK/TRAILER MOUNTED IMPACT ATTENUATOR 2. EITHER A PROTECTIVE LIGHT (PVL) OR THE STANDARD BUFFER SPACE (SEE TABLE 011-03 SHALL BE PROVIDED. U U- W __ J 3. EITHER A PROTECTIVE VEHICLE HEAVY (PVH) OR THE STANDARD BUFFER SPACE (SEE TABLE 011-03) SHALL BE PROVIDED. - ARROW PANEL TRAILER OR SUPPORT Q 0 0 z 4. TRUCK/TRAILER MOUNTED IMPACT ATTENUATORS (TMIA) SHALL NOT BE MOUNTED/INSTALLED ON VEHICLES WITH A GROSS z O z VEHICLE WEIGHT (GVW) LESS THAN WHAT IS MINIMALLY REQUIRED BY THE MANUFACTURER OF THE TMIA. �"�""� CHANGEABLE MESSAGE SIGN (PVMS) W —zU w 0 5. THE USE OF A PROTECTIVE VEHICLE LIGHT (PVL) AS A SHADOW VEHICLE IS LIMITED TO NON-FREEWAY ROADWAYS WHERE CHANNELIZING DEVICE Q FW-- J THE POSTED SPEED LIMITS IS s 40 MPH UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. TABLE 011-02: TAPER LENGTHS & NUMBER OF CONES CHART CONE SHOULDER TAPER LENGTH: L/3 WORK ZONE TRAFFIC CONTROL LEGEND CRASH CUSHION/TEMPORARY IMPACT ATTENUATOR TAPER LENGTH. L (FT.)/ OF SKIP LINES/ E OF CHANNELIZING DEVICES (FT.)/ OF SKIP LINES! OF CHANNELIZING DEVICES v PRECONSTRUCTION SYMBOL DESCRIPTION DIRECTION OF TEMPORARY TRAFFIC DETOUR 06 z POSTED SPEED LATERAL SHIFT OF TRAFFIC FLOW PATH (FT.) FOR SHOULDER WIDTH v w LIMIT (MPH) z > 4 5 6 7 8 9 10 11 12 s 4 FT. 5 - 7 FT. 8 FT. a SIGN, TEMPORARY cc =011111- DIRECTION OF TRAFFIC w :D 25 40/1/2 80/2/3 80/2/3 80/2/3 80/2/3 120/3/4 120/3/4 120/3/4 120/3/4 40/1/2 40/1/2 40/1/2 za o 30 80/2/3 80/2/3 80/2/3 120/3/4 120/3/4 160/4/5 160/4/5 160/4/5 200/5/6 40/1/2 40/1/2 40/1/2 SPOTTER AUTOMATED FLAGGER ASSISTANCE DEVICE z WITH OPERATOR ,z z 35 80/2/3 120/3/4 120/3/4 160/4/5 160/4/5 200/5/6 200/5/6 240/6/7 240/6/7 40/1/2 40/1/2 80/2/3 TEMPORARY POSITIVE BARRIER � �,...�..,.._.. � M w FLAGGER 40 120/3/4 160/4/5 160/4/5 200/5/6 240/6/7 240/6/7 280/7/8 320/8/9 320/8/9 40/1/2 80/2/3 80/2/3 z u'j 200/5/6 240/6/7 280/7/8 320/8/9 360/9/10 400/10/11 440/11/12 520/13/14 560/14/15 80/2/3 80/2/3 120/3/4 TEMPORARY POSITIVE BARRIER WITH WARNING LIGHTS Q z N w 45 FLAG TREE � � o 50 200/5/6 240/6/7 320/8/9 360/9/10 400/10/11 440/11/12 520/13/14 560/14/15 600/15/16 80/2/3 120/3/4 160/4/5 - TEMPORARY TRAFFIC SIGNAL HEAD M---1 Q C) 2 z �--� LUMINAIRE z z w 55 240/6/7 280/7/8 320/8/9 400/10/11 440/11/12 520/13/14 560/14/15 600/15/16 680/17/18 80/2/3 120/3/4 160/4/5 z TYPE III BARRICADE � � w � N � ~ 60 240/6/7 320/8/9 360/9/10 440/11/12 480/12/13 560/14/15 600/15/16 680/17/18 720/18/19 80/2/3 120/3/4 160/4/5 MOWER w � ° Q z z 65 280/7/8 320/8/9 400/10/11 480/12/13 520/13/14 600/15/16 640/16/17 720/18/19 800/19/20 80/2/3 160/4/5 200/5/6 g WARNING LIGHTS * THIS TABLE WAS CREATED WITH REFERENCE TO MUTCD TABLE 6H-4. PARKWAY GRASS SHOULDER W ** THE NUMBER OF CHANNELIZING DEVICES SHOWN IS CALCULATED BASED ON A 40FT WORK AREA •C� ' w DEVICE SPACING. THE NUMBER OF CHANNELIZING DEVICES CAN BE ADJUSTED AS NECESSARY. PAVEMENT MARKINGS THAT SHALL BE REMOVED FOR A LONG TERM PROJECT �4 TABLE 011-03 TABLE 011-04: ROLL AHEAD DISTANCE FOR PROTECTIVE VEHICLES TABLE 011-06 mij WORK VEHICLE ---- - LONGITUDINAL BUFFER SPACE ADVANCE WARNING SIGN SPACING _ - PORTABLE VARIABLE MESSAGE SIGN M---� ROLL AHEAD DISTANCE (FTJ/# OF SKIP LINES FOR VEHICLES b6& WORK VEHICLE (MULCHING/HERBICIDE OPERATION) PRECONSTRUCTION DISTANCE BETWEEN SIGNS SIGN LEGEND '` ADVANCE WARNING SIGN DISTANCE (FT.)/ PROTECTIVE VEHICLES WEIGHING PROTECTIVE VEHICLES WEIGHING �� WITH ORANGE FLAGS POSTED SPEED OF SKIP LINES PRECONSTRUCTION MOO TO 21,999 LBS. GVW 22,000 LBS. OR GREATER GVW ROAD TYPE A (FT.) B (FT.) C (FT.) XX YY WORK VEHICLE (PAVEMENT MARKING) LIMIT (MPH) POSTED SPEED LIMIT TRAILER FOR ARROW PANEL OR PORTABLE 25 155 / 4 (MPH) STATIONARY MOVING OPERATION STATIONARY MOVING OPERATIO URBAN (s 30 MPH*) 100 100 100 AHEAD AHEAD VARIABLE MESSAGE SIGN (PVMSI OPERATION (15 MPH MAX.) OPERATION (15 MPH MAX.) URBAN t35-40 MPH*) 200 200 200 AHEAD AHEAD WORK VEHICLE (SIGNAL WORK) 30 200 / 5 60 200/5 240/6 160/4 200/5 URBAN (� 45 MPH*) 350 350 350 1000 FT. AHEAD cD N 35 250 / 6 q5 - 55 160/4 200/5 120/3 160/4 RURAL 500 500 500 1500 FT. 1000 FT. PV PROTECTIVE VEHICLE N Ew PORK ®apartment of 00 40 305 / 8 FREEWAY 1 1000 1 1500 2640 1 MILE MILE STATE OF Lo J s 40 120/3 120/3 80/2 120/3 P PROTECTIVE VEHICLE LIGHT OPPORTUNITY,. Transportation N o 3 * PRECONSTRUCTION POSTED SPEED LIMIT. p W w Y 45 360 / 9 ** THIS TABLE IS THE SAME AS MUTCD TABLE NY6H-3. Z m 50 425 / It TABLE 011-05 PROTECTIVE VEHICLE HEAVY U.S. CUSTOMARY STANDARD SHEET 0 > TABLE 011-07 p U) z CO 55 495 / 13 FLARE RATES FOR POSITIVE BARRIER TAPER LENGTH FOR TEMPORARY TRUCK/TRAILER MOUNTED IMPACT ATTENUATOR (TMIA) 0 0 w 65 645 / 16 POSTED SPEED LIMIT TRAFFIC CONTROL ZONES WORK ZONE TRAFFIC CONTROL N z U U, _4 caLL11 * THIS TABLE IS THE SAME AS MUTCD TYPE OF POSITIVE BARRIER 30 40 50 55 65 TYPE OF TAPER TAPER LENGTH (U O o ®Q $ TABLE 6C-2. MPH MPH MPH MPH MPH MERGING TAPER L GENERAL TABLES AND LEGEND (0 0 0 o cW N L TEMPORARY POSITIVE BARRIER 8:1 11:1 14:1 16:1 20:1 SHIFTING TAPER L/2LL " 11 if BOX BEAM OR HEAVY POST CORRUGATED BEAM 7:1 9:1 11:1 12:1 15:1 SHOULDER TAPER L/3 U) U) APPROVED DECEMBER 21, 2022 ISSUED UNDER EI 22-033 0 a g w ONE-LANE, TWO-WAY TRAFFIC TAPER 50 FT. MIN -100 FT. MAX z DOWNSTREAM TAPER 50 FT, MIN -100 FT. MAXI 6 1 9-011 UJ o * THIS TABLE IS THE SAME AS MUTCD TABLE 6C-3. ERRATA 1 EFF. 05/01/2023 ROBERT LIMOGES, P.E. ISSUED WITH EB 22-033 DIRECTOR, OTSM M w O NOTE: ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10AM AND AFTER 3PM. NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. NIGHTTIME LANE CLOSINGS WILL NOT BE w w ca PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE PERMIT INSPECTOR. G3C�C���7�7�D SEP 0 3 2025 SOUTHOLD TOWN �t d- LO LO PLANNING BOARD 0 0 0 0 (V (V (V (V N 00 O-5 LA cV ;r z- (V Ln h Lo I-- WORK ZONE TRAFFIC CONTROL SIGN TABLE WORK ZONE TRAFFIC CONTROL SIGN TABLE WORK ZONE TRAFFIC CONTROL SIGN TABLE WORK ZONE TRAFFIC CONTROL SIGN TABLE M't 0000_ CD CD CD 0 'to = 2 w0000 CN LLJ W co coo M 4 SIGN COLOR SIGN COLOR SIGN COLOR SIGN COLOR W N o ; SIGN DESIGNATION CODE NON-FREEWAY EXPRESSWAY FREEWAY SIGN DESIGNATION CODE NON-FREEWAY EXPRESSWAY FREEWAY SIGN DESIGNATION CODE NON-FREEWAY EXPRESSWAY FREEWAY SIGN DESIGNATION CODE NON-FREEWAY EXPRESSWAY FREEWAY o 0 0 o 0 0 ROAD E5-1 C ------- 72°'X60" 72"X60,I LICENSE z o z 0 co In-, SUSPENDED CLOSED TRAFM NYW23-1 A 36"X36" 48"X4811 48"X48" AFTER Two NYR9-11 B 24"X42" 4$°'X$4" 48"X84" R11-2 B 48"X3011 4811X30" 48'IX3011 AHEAD w w z o 0 WORK ZONE BRIDGE d 0 F ROAD WORD SPEEDING XT s MDEs G20-1 A 36n X18u 4811 X24" 48II X24" TICKETS CLOSED BRIDGE RI 1-2 ROAONwoRK G20-2 A 36"X18" 48"X24" 48"X24" FINES OUT (MOD.) ! WORK z DOUBLED FO „ „ „ „ „ ,1 ZONE G20-5aP 6F.12 24"X1811 36"X24" 3611X2411 SPEEDING NYR9-12 B 24 X36 36 X54 48 X72 � i F LOT R G20-4 A 36"X1811 ------- - WORKIZONES ROAD CLOSED „ „ " " ______® ,0��� ��� XX MILES AHEAD R11-3a B 60 X30 60 X3000 WORK G20-5aP A 241%8" 36"X24" 36"X24" LOCAL TRAFFIC ONLY f1J z 2 u o PONE EXIT z � c° o w � \\StRe> is NYW4-17 A 36"X36" 48"X4811 48"X48" E5-2 �- OPEN 6F.28 48"X36" 48"X36" 48"X36" o MI-I G 1 OR i2 DIGITS 36'°X36" 36"X36" 24 X24 W1-4L II II II II It WET NYW8-30 A 48"X24'° 48"X24" 48"X24'° W1-4R A 36 X36 481IX4811 481IX4811 PAINT . 3 DIGIT) II II '\ EXIT MI-It G 30II 11 X24 45II X36II 45 X36 `SAY IN NYW8-31 A 48"X24'° 48"X2411 4811X2411 C L®S E D E5_2a 6F.28 48II X36II 48II X36II 48II X36II , i U_ M1-4 B 1 OR 2 DIGITS 36"X36 II 36 IIX36 11 00 NNoOT NYW8-32 A 481IX2411 48"X24" 481IX2411 124 11 241X '�'' NYW8-33 A 48"X24" 48"X24" 48"X24" WI-4bL z a.osaEa A 36"X36" 48"X48" 48"X48" Q Wi-4bR �-- M1-4t B 3 DIGITS 45"X36" 45"X36" �'� W z 30 X24 R1-1 D 36"X36" 36"X36" 48"X48" U 0 � z O NORTH M3-1 r 0 z EAST_' M3-2 `} R1-2 E 36"X36"X36" 48"X48"X48" 60"X601IX6011 W — CD > NOTE 3 24"X1211 36"X1811 36NIX1811 k, � COLOR CODE LEGEND SOUTH M3-3 II 11 _ z U (n SPEED 24 X30 W1 4cL A 361IX3610 481IX48" 481IX4811 CODE DESCRIPTION — W XX R2-1 B 'R 361IX4811 36"X48" ` W1-4cR NfEl M3-4 30 � ~ (SEE NOTE 5) `� � BLACK LEGEND AND BORDER OETOIiR M4-8 A 24"X1211 36"X1811 36"X18" A ON AN ORANGE BACKGROUND END ENo HIGHER R2-11 B 241IX3011 36"X48" 36°'X48" OrETOUR M4-8a A 24"X1811 24"X1811 24"X1811 ZONE B BLACK LEGEND AND BORDER WI-6L A ON A WHITE BACKGROUND v DETOUR END 48II X24" 60"X30" 60"X30" WHITE ER o6 Z ORK C (3 )- ZONE R2-12 B 24IIX3611 36IIX54II 36IIX5411 ON AGRE zM4-9 SPEED WI-6R A > M4-9L A 301IX24" 481IX36" 481IX36" LIMIT WHITE LEGEND AND BORDER � � QETOUR DETOUR M4_9R DO A D ON A RED BACKGROUND z U c� " " u u " " C) NOT R4-1 B 24 X30 36 X48 36 X48 W1_8L (NO u z PASS RED LEGEND AND BORDER z c� - - BORDER) DETOUR R4-7 B 24"X3011 36"X48" 361OX4811 A 181IX2411 30"X36" 30"X36" E ON A WHITE BACKGROUND w M4-9a A 30"X24" 30"X24°' -- R4-7c g 18"X30„ (NO BLACK LEGEND AND BORDER w ----- ------- WI-8R z z jE:T�OU NARROW ---- BORDER) F ON A FLOURESCENT YELLOW z o GREEN BACKGROUND R4-8 B 241IX3011 361OX4811 36"X48" N w #► WHITE LEGEND AND BORDER w WLd �° R4-8c g 181IX3011 ------- ------- W3-1 A4 36 X36 48 X48 48 X48 G ON A BLUE AND RED ►"�"� � z a o ,�gw, II 11 11 II " II DETOUR NARROW BACKGROUND z J Q r-- M4-9b A 301X24" 301X241 ------- M Z w R4-9 B 24"X3011 36"X48" 36"X4811 N QuDETOUR z z II 11 II 11 Z J . ° W3-2 A4 36 X36 48 X48 481748110 '-�F " " " "R5-1 E 36 X36 36 X36 481IX4811 '9 w DETOUR NOTES. � M4-9c A 3017241' 30"X24" ------- R8-3 E 241IX24" 361IX36" 481'X48" 1. DIMENSIONS ARE SHOWN AS WIDTH X HEIGHT. �4 DETOUR W3-3 A4 361IX36" 481OX4811 481IX4811 2. FOR SIGNAGE NOT SHOWN ON THESE TABLES REFER TO THE M.U.T.C.D. _ PEDESTRIAN R9-$ B 36'IXiB" 36"X1811 -___--_ CROSSWALK 3. COLORS FOR DIRECTION PLAQUES, ADVANCE TURN ARROWS, AND DETOUR M4-1OL DIRECTIONAL ARROWS SHALL MATCH THE ROUTE OR INTERSTATE SIDEWALK R9-9 B 24"X12" 2411XI211 ------- A 48"X1811 48"X1811 48"X1811 CLOSED SIGN THAT THEY SUPPLEMENT AS PER THE M.U.T.C.D. DETOUR M4-1 OR BE PREPARED W3-4 A 361IX3611 48"X481' 481748" 4. MULTICOLORED SYMBOL IMPOSED ON SIGN WITH BLACK LEGEND AND SEE SIDEWALK CLOSED 0 STOP BORDER ON AN ORANGE BACKGROUND. M5-1 21"X1511 301IX2111 301IX2111 �---► R9-10 B 24"X1211 24"X1211 ------- NOTE 3 USE OTHER SIDE 5. FOR R2-1 SIGN LARGER DIMENSIONS SHALL BE USED WHEN SIGN FACES r M5-2 NOTE 3 21 X15 30 X21 3O X21 SEEII II 11 II II 11 MULTIPLE LANES ON A CONVENTIONAL ROAD. N SIDEWALK CLOSED SPEED W3-5 II II II 11 II 11 H A4 36 X36 48 X48 48 X4$ O M6-1 USE OTHER R9_10L g 24"X12" 24"X12" _------ �` 55 � 0 � 1 SIDEWALK R9 l0R NEWYORK Department of N o M STATE OF = M6-2 USE OTHER SN1E � W W Y " 11 " " " 11 SEE 21 X15 30 X21 30 X21 , OPPORTUNITY. Transportation z m M6-3 NOTE 3 SIDEWALK CLOSED W4-1 L 1 AHEAD A 361OX3611 48"X48" 48"X4811 0 F-- M ERo� S HERE R9-11 L B 2411X1811 24"X1811 ------- W4-1 R z c� 11') �•► M6-4 SIDEWAHEACOLOSED R9-11 R U.S. CUSTOMARY STANDARD SHEET 0� o o W --► LO z UU) ■. CROSS HER CD c� NYM3-1 B 241OX2411 36"X36" 36"X36" smEwALK CLOSED WORK ZONE TRAFFIC CONTROL O o s H23 .�_ '.N CROSS HERE R9-11 aL II 11 11 II _ L ~ O O .� B 24 X12 24 X12 ------ .. SIGN TABLELL cV ' L. SIDEWALK CLOSED R9-11aR \ 1: W4-2L " u n " ®w + �O(}I� NYM3-2 B 3011X2411 451IX3611 451IX361' �•► ti W4-2R A 36 X36 481IX481148 X48 (SHEET 1 OF 2) c) W C3 IV 4 t0.1] CR055 HERE 0 CO® O 11 NYM3-3 B 30"X24" 45"X36" 45"X36" STOP APPROVED DECEMBER 2, 2021 ISSUED UNDER EI 21-028 XXXA HERE ON w w w RED R10_6 B 24"X36" 24"X36" w z _ Ae 1 W w ROBERT LIMOGES, P.E. 619-012 a DIRECTOR, OTSM wo c� u_ 0 CN NOTE: LA E L � ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10AM AND AFTER 3PM. N0 N CLOSINGS W ARE PERMITTED ON WEEKENDS OR HOLIDAYS. NIGHTTIME LANE CLOSINGS WILL NOT BE W PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE PERMIT INSPECTOR. G3A0,!1E_I\-VCO_D SEP 0 3 2025 SOUTHULD TOWN PLANNING BOARD N N N N O O O O N N N N N 00 0) U) N r N O O O O NOTES: � 't 't 't 0 0 = w W O 0 0 0 co N W 7 CN CN N N N 1. SHORT-TERM STATIONARY IS DAYTIME WORK THAT OCCUPIES A LOCATION FOR MORE THAN 1 HOUR WITHIN A SINGLEm It N o :7 DAYLIGHT PERIOD. o O ooa ROAD 2. ANY SIDEWALK DIVERSION MUST BE ADA COMPLIANT AND FOLLOW THE PUBLIC RIGHTS-OF-WAY ACCESSIBILITY o ° } o U, GUIDELINES (PROWAG). TEMPORARY RAMPS AND OTHER TEMPORARY PEDESTRIAN FACILITIES SHALL BE PAID FOR Q �- m u- z WORK UNDER THE APPROPRIATE ITEM FOR ASPHALT SIDEWALKS. w w >_ W ° Z o _ ROAD AHEAD < ° ui Q co U) W WORK _ - 3. PROWAG SECTION R205 AND MUTCD PART 6 SHALL APPLY TO ALL CONSTRUCTED TEMPORARY ALTERNATIVE � o o U AHEA D PEDESTRIAN PATHWAYS. 4. ONLY THE WORK ZONE TRAFFIC CONTROL DEVICES RELATED TO PEDESTRIANS ARE SHOWN, OTHER DEVICES, SUCH AS w LANE/SHOULDER CLOSURE, ROAD NARROWS SIGNS (W5-4), OR NO PARKING SIGNS MAY BE USED TO CONTROL �� z VEHICULAR TRAFFIC. o�� ��Ni,g z 5. x 0c TYPE III BARRICAQES SHALL BE THE FULL WIDTH OF THE PATH BEING CLOSED. � z � 2 � all co 6. ACCESS TO BUSINESS ENTRANCES AND TRANSIT STOPS WILL NEED TO BE MAINTAINED. IF THE PEDESTRIAN z = N a � FACILITY CURRENTLY HAS A TRANSIT STOP THAT WILL BE AFFECTED BY THE WORK ZONE, PRACTITIONERS SHOULD CONSULT THE TRANSIT AUTHORITIES THAT SERVICE THE AFFECTED STOP TO DETERMINE HOW TO ACCOMMODATE THE STOP. z 7. THE GRADE (RUNNING SLOPE) OF A TEMPORARY CURB RAMP FOR DESIGN AND LAYOUT SHALL BE A MAXIMUM SIDEWALK CLOSED OF 7.5%. THE GRADE FOR ADA ACCESSIBILITY AND WORK ACCEPTANCE SHALL BE A MAXIMUM OF 8.3%. AHEAD ACCESSIBILITY U_ �.■���— --- RAMP (SEE NOTE 7) L. CROSS HERE TABLE 321-02: CHANNELIZING DEVICE APPLICATION FOR SHORT-TERM STATIONARY WORK ZONES Zz z DETOUR �'�----.. WORK ZONE PROVISIONS CHANNELIZING DEVICE W I— `�j SHORT-TERM IS N z N w N N _j _j z0 � - Q O STATIONARY WORK ZONES c o c w L> � z c�z z 0 � INVOLVE WORK THAT a u z e w•Q � w i- cn ® J °- �� cc W — I— OCCUPIES ALOCATION o � o 4 m m F- z --- -- -- - -- FOR MORE THAN 1 HOUR m r-_ a ui c J '' a a c� w c.� z (� 0 = z �� '�� = ao= `"" — W SIDEWALK WITHIN A SINGLE DAYLIGHT m w .�dc SIDEWALK Q U w � � PERIOD. �V H � � �CLOSED �- CLOSED 20 SHOULDER/MERGING/ a. SHIFTING TAPERS 20 FT. X X X X X X X 10' 10, MIN. ` .� M NOTES: X= ALLOWED BLANK = NOT ALLOWED 06 z � w z SIDEW ALK W � z zo W o - ------ CLOSED Q) z —._��-------- i y z d SIDEWALK I z � � Z END THIS SIGN SHALL BE LOCATED A MINIMUM � CLOSED G20-2 DISTANCE OF 80 FT. AND MAXIMUM OF 400 FT. r�TT z N �,l ROAD WORK PAST THE END OF THE DOWNSTREAM TAPER F�-�1 z � ' o w DETOUR ,/ p a T W o i... ~ 0 4 FT TABLE 321-01: REQUIRED SIGN SIZES* co � w ACCESSIBILITY ROAD w N Q �` o RAMP (SEE NOTE 7) WORK W20-1 SIGN NON-FREEWAY FREEWAY z z c� --- - AHEAD WORK AREA G20-2 36xi$ 48x24 w Q SIDEWALK CLOSED U 15 AHEAD END R9-11L/R9-i1R** 24x18 W 24xi 8 ROAD WORKI F Rg-g** 2442 24x12 GROSS HERE W20-1 36x36 48x48 H SIDEWALK CLOSED SIDEWALK GLOSED M4-9bL/M4-9bR** 30x24 30x24 AHEAD R9-i1L AHEAD WARNING FLAG 18x18 R9-11R 18x18 . *FREEWAY SIZES MAY BE USED ON NON-FREEWAY, REEWAY IF SPACE CONSTRAINTS CROSS HERE ; CROSS HERE DO NOT EXIST. _-% **SIGNS NOT FOR FREEWAY USE c� SIDEWALK NEWYORK Department of O 0 Rg-g ' TYPE III BARRICADE STATE OF N OPPORTUNITY. ' CLOSED Transportationco o W M �? U.S. CUSTOMARY STANDARD SHEET > >= c m O � u- D u WORK ZONE TRAFFIC CONTROL o o W "N DETOUR M4-9bL DETOUR M4-9bR _ _ 'O z U U) TWO-LANE TWO-WAY ROADWAY o � J o �� o '' '�"' ""`�' SIDEWALK DETOUR/DIVERSION C) 0 0 SON L -- -- SHORT TERM OPERATION `�' ~ 0 0 LL D � X:xwwwx N©T TO SCALE -- - __ CHANNELIZING DEVICE APPROVED DECEMBER 2, 2021 ISSUED UNDER EI 21-028 p wcn W SIDEWALK DETOUR SIDEWALK DIVERSION (SEE TABLE 321-02) � GI9-321 o ERRATA 1 EFF. 05/01/2023 ROBERT LIMOGES, P.E. -- ISSUED WITH EB 23-007 DIRECTOR, OTSM co U- O NOTE. ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10AM AND AFTER 3PM. NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. NIGHTTIME LANE CLOSINGS WILL NOT BE W w PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE PERMIT INSPECTOR. co OFFICE LOCATION: �QF SO(/�y MAILING ADDRESS: Town Hall Annex �� P.O. Box 1179 54375 State Route 25 ~ `� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY �n ac Telephone: 631 765-1938 �pQ www.southoldtownny.gov Comm PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 21, 2026 Ms. Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Site Plan Approval — SMB Apartments Located at 56025 Main Road, Southold SCTM#1000-63.-3-26 Zoning District: HB Dear Ms. Moore: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, April 20, 2026: WHEREAS, this Site Plan application proposes the construction of a 7,061-sf multiple dwelling with six units on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold; and WHEREAS, on October 16, 2023 Patricia Moore, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on November 13, 2023, the Southold Town Planning Board found the application incomplete; and WHEREAS, the Southold Town Zoning Board of Appeals must review the proposed project for a variance for linear footage pursuant to § 280-107; and WHEREAS, the Zoning Board of Appeals held a public hearing on November 2, 2023; and 1 SMB Apartments I April 21, 2026 WHEREAS, on November 16, 2023, the Southold Town Zoning Board of Appeals (ZBA) granted the building length variance as noted in the ZBA File #7845; and WHEREAS, on March 11, 2024, Patricia Moore, authorized agent, submitted application materials; and WHEREAS, at the March 11, 2024 work session, the Planning Board established that the application would be officially accepted as complete for review once the remaining identified materials were filed with the Department; and WHEREAS, on July 30, 2024, Patricia Moore, authorized agent, submitted application materials: and WHEREAS, on September 20, 2024, Planning Department staff, the Chief Building Inspector/Acting Fire Marshal, and representatives from the Southold Fire District met to address logistical challenges regarding fire safety and emergency vehicle access due to existing site constraints; and WHEREAS, on October 2, 2024, Planning Department staff and the applicant's authorized agent met to review and address the preliminary safety comments provided by the Fire Marshal and Southold Fire District; and WHEREAS, on October 7, 2024, the Southold Town Planning Board found the application complete for review; and WHEREAS, on October 7, 2024, at their public meeting, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, classified the proposed action as an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on October 7, 2024, at their public meeting, the Southold Town Planning Board set the Public Hearing for December 2, 2024; and WHEREAS, on October 16, 2024, the Planning Board, pursuant to Southold Town Code §280-131 C, distributed the application to the required agencies for their comments; and WHEREAS, on October 17, 2024, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; and WHEREAS, on October 21, 2024, the New York State Department of Transportation reviewed the proposed application and determined revisions were required; and WHEREAS, on October 28, 2024, the Town of Southold Local Waterfront Revitalization Program (LWRP) Coordinator reviewed the proposed project and recommended the project to be found consistent with Southold Town LWRP; and 2 SMB Apartments I April 21, 2026 WHEREAS, on November 18, 2024, the Suffolk County Planning Commission reviewed the proposed project and determined it to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts; and WHEREAS, on November 22, 2024, the Architectural Review Committee provided comments; and WHEREAS, on December 2, 2024, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on December 2, 2024, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration after a coordinated review; and WHEREAS, on December 2, 2024, the Planning Board held and closed the public hearing for the proposed action; and WHEREAS, at their work session on February 10, 2025, the Planning Board reviewed the proposed application, along with comments from referral agencies, and required revisions to the site plan to make it comply with various applicable sections of the Town Code; and WHEREAS, on February 25, 2025, the Southold Town Board adopted Resolution No. 2025-190, authorizing the transfer of 2.78 Sanitary Flow Credits (SFC) from the Town's SFC Bank to the applicant for the proposed development at 56025 Main Road, Southold (SCTM# 1000-63.-3-26), to support the creation of six apartments, including three affordable units; and WHEREAS, following a site meeting between the applicant and the Southold Fire District on September 20, 2024, the Fire District issued a formal response to the Planning Board on May 6, 2025, outlining specific requirements for emergency access and site safety; and WHEREAS, on September 3, 2025, Patricia Moore, authorized agent, submitted the required revised application materials; and WHEREAS, on November 18, 2025, the Planning Board reviewed the submitted materials and required corrections to comply with various applicable sections of the Town Code; and WHEREAS, on January 20, 2026, Patricia Moore, authorized agent, submitted revised plans; and 3 SMB Apartments I April 21, 2026 WHEREAS, on February 2, 2026, the Planning Board distributed the revised application to the Town Engineer and Fire Marshal for comment; and WHEREAS, on February 6, 2026, the Southold Town Engineer reviewed the revised plans and determined revisions were required in order for the site plan to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on February 10, 2026, Patricia Moore, authorized agent, submitted the required materials; and WHEREAS, on February 10, 2026, the Southold Town Fire Marshal reviewed and determined that there was adequate fire protection, emergency egress, and emergency access to the site; and WHEREAS, March 2, 2026, the Southold Town Engineer reviewed the proposed application and determined the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on March 20, 2026, the Suffolk County Department of Health Services issued wastewater approval for construction, reference # C-24-0120 with design flow of 1,350 GPD for "Apartments"; and WHEREAS, on April 17, 2026, the Southold Town Chief Building Inspector reviewed and certified the proposed use is permitted in the Hamlet Business (HB) Zoning District; and WHEREAS, on April 20, 2026, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; therefore be it RESOLVED, that the Southold Town Planning Board hereby finds the application consistent with the Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions of the site plan entitled "56025 Main Road (State Route 25)" prepared by Eric M. Hanninen, Licensed Professional Engineer, dated January 30, 2024 and last revised February 9, 2026, and authorizes the Chairman to endorse the plans listed below: Sheet 1: Cover Sheet Sheet 2: Existing Site Conditions & Demolition Plan Sheet 3: NYSDOT Erosion and Sediment Control and WZTC Plan Sheet 4: Proposed Site Plan and Grading/Alignment Plan Sheet 5: Enlarged Site and Alignment Plan Sheet 6: Drainage Plan and Watershed Plan Sheet 7: Sanitary Plan and Utility/Landscaping Plan Sheet 8: Onsite Details Sheet 9: NYSDOT and Erosion/Sediment Details 4 SMB Apartments I April 21, 2026 Sheet 10: Maintenance and Protection of Traffic Notes Sheet 11: Maintenance and Protection of Traffic Tables and Legends Sheet 12: Maintenance and Protection of Traffic Sign Plan Sheet 13: Maintenance and Protection of Traffic Sign Plan Continued and Control Plan Sheet REN-1: Proposed Renderings (Prepared by Kenneth R. Garvin, RA. Dated: 07/23/2024, Last Revised: 07/25/2025) Sheet A101: Ground FI. Plan &Typical Unit Plan (Prepared by Kenneth R. Garvin, RA. Dated: 07/23/2024, Last Revised: 02/09/2026) Sheet A102: Roof Plan (Prepared by Kenneth R. Garvin, RA. Dated: 07/23/2024, Last Revised: 07/25/2025) Sheet A104: Exterior Elevations (Prepared by Kenneth R. Garvin, RA. Dated: 07/23/2024, Last Revised: 07/25/2025) Conditions of Approval: Conditions to be fulfilled prior to building permits being issued: 1. Obtain a Highway Work Permit from the New York State Department of Transportation (NYSDOT) and provide (1) print of the approved plan including the seal, stamp, and signature of the NYSDOT to the Planning Department. Condition to be fulfilled prior to any clearing, grading or construction: 1. Preconstruction Meeting: Preceding the commencement of any clearing, grading, or construction on site, a preconstruction meeting shall be coordinated with the Southold Town Planning Department and Southold Town Engineer prior to any'action taken on site. Ongoing Conditions of Approval: 1. A minimum clear width of no less than five (5) feet shall be maintained as an unobstructed emergency access aisle behind the rear of the building. This area shall remain free of all temporary or permanent obstructions, including but not limited to planters, furniture, or storage, to ensure continuous emergency egress at all times. 2. All aspects of the project shall be constructed and maintained substantially in accordance with the approved site plan including the architectural drawings. Please note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 5 SMB Apartments I April 21, 2026 2. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a Final Site Inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer. If you have any questions regarding the above, please contact this office. Respectfully, James H. Rich, III Chairman Encls. cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: , Applicant Signature: Date: 6 Southold Town Planning Board Work Session —A 01 20, 2026 — Pale 2 4:00 P.M. —Applications Project Name: SMB Apartments SCTM#-. 1000-63.-3-26 -Location 56025 NYS Route 25, Southold Descriptions This site plan proposes a new 7,061-square-foot multiple dwelling with six units on a 1.6-acre property with an existing mixed-use building in the Hamlet Business (HB) Zoning District. Status: Pending Action Review for Determination Attachments: I Staff Report J!n?ject Name: 1160 Travelers Street Barn SCTM#: L1000-61.-2-2 Location: 1160 Traveler Street, Southold Description, This site plan application proposes the expansion and conversion of an existing ±900 square foot barn into a ±1,436 square foot professional I interior design studio on a ±0.29-acre parcel located within the Hamlet Business (UP) Zoning District. Status: New Application pI Action, Review for Completeness Attachments.- Staff Report Project Name- Hampton Oyster Co. Agricultural SCTM#: 1000-117.-7-32 Building Locations 1000 First Street, New Suffolk Description, This agricultural site plan is for the proposed construction of a 1,120 sq. ft. equipment storage building for aquaculture operations (no basement) on 0.25 acres in the Mll Zoning District. [status: New Application Action Review for Completeness Attachments', Staff Re port Project Name- Southold Free Library Parking SCTM#: 1 1000-61.-1-15.2 & 15.5 Location: 53745 NYS Route 25, 690 Traveler Street, Southold escription This amended site plan is for the proposed merger of two adjacent lots (SCTM#1000-6l.-l-15.2 & 15.5) and the construction of a pocket park with improvements to include: new parking, accessible pathways, new stairs and retaining walls, a stone amphitheater, seating and landscaped areas, a shaded activity space, lighting, irrigation, utilities, and a storage shed on 1.28 acres (after merger) in the HB Zoning District, Southold.. -Status- ---,-New Application -Action: I Review forCompleteness Attachments: I Staff Report Southold Planning Department Staff Report Site Plan Application Work Session —Review for Determination Date: April 20, 2026 Prepared By: Mara Cerezo I. Application Information Project Title: SMB RE Services Inc. Applicant: SM13 Real Estate Service Inc. Date of Submission- October 16, 2023 Tax Map Number: 63.-3-26 Project Location: 56025 Route 25 Hamlet: Southold Zoning District: HB 11. Description of Project Type of Site Plan: Commercial/Residential (Mixed Use) Acreage of Project Site: ±1.58 Acres (68,901 sf) Building size: 7,061 sf This site plan is for the proposed creation of a 7,061-sf multiple dwelling with six units on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold. III: Context 1. Zoning Board of Appeals (ZBA) • The proposed project was required to go before the Zoning Board of Appeals due the proposed multiple dwelling building length exceeding the limitation set forth in § 280-107 which states that building length of a building containing multiple dwellings shall not exceed 125 feet in length. The proposed multiple dwelling building length is 220 feet. • The ZBA held a public hearing on November 2, 2023 at which time written and oral evidence was presented. • At their meeting on November 16, 2023 the ZBA granted the variance subject to Planning Board review. 2. State Environmental Quality Review Act (SEQRA): The proposed action is an Unlisted under SEQRA. A Negative Declaration was issued on December 2, 2024, 3. Sanitary Flow Credits: The project utilizes 2.78 Sanitary Flow Credits {SFC) to support the proposed residential density. On February 25, 2025, the Town Board adopted Resolution No. 2025-190, authorizing the transfer of these credits from the Town's SFC Bank. Notably, 2.25 of these credits were provided at no cost to facilitate the creation of three affordable housing units, ensuring the project aligns with the Town's community housing goals. 4. Suffolk Count V Department of Health Services (SCDH Received a wastewater approval for construction, reference # C-24-0120 with design flow of 1,350 GPD for "Apartments" on March 20, 2026. IV: Analysis 1. Existing: a. ±1.55 acre parcel with a 2-story frame existing building that includes retail uses on the first floor and two apartments on the second floor with 15 parking stalls and a shed. i. A topographic survey showing the existing conditions and contours on site has been provided. b. Surrounding land: i. North: Li RR tracks ii. East: HB zoned parcel with existing commercial/business (currently Southold Social restaurant) iii. South: road frontage on NYS Route 25 iv. West: vacant HB zoned parcel c. Location within 500 feet of: i. An Agricultural District ii. Within 500 feet of a NYS owned parcel iii. Within 500 feet of a NYS right of way 2. Pro sed construction: a. A one-story 7,061 sq. ft. multiple dwelling residential building with six dwelling units each consisting of 3 bedrooms and 2 bathrooms. i. Existing 2-story building to remain. Shed to be removed. 3. Planninp Board Referral Review and Site Plan Anal 1. Consider the recommendations of the Architectural Review Committee (ARC). Staff: Following feedback from the ARC, the applicant submitted revised plans that incorporate several design enhancements. Most notably, the applicant 2 performed a comprehensive interior redesign, optimizing the floor plan layout to improve overall functionality and internal circulation. While some aesthetic suggestions were omitted due to cost constraints, the current proposal represents a significant improvement over the initial submission. 2. Submit a revised landscaping plan that addresses the following: a. Preserve existing vegetation along property boundaries as landscaped buffers. b. Use native, drought-tolerant plants in landscaping. c. Restrict fertilizer use as detailed above. d. Correct landscape notes to reference Suffolk County, not Nassau County. e. Revise landscape maintenance notes to comply with §28o-92{A), ensuring healthy plant growth and necessary replacements; extend the guarantee beyond one year. Staff: A revised Landscape Plan (Sheet 7) has been submitted by the applicant, which incorporates all of the corrections and comments outlined above. 3. Based on the comments from the Town Engineer, submit a revised plan that is compliant with Chapter 236 Stormwater Management. Staff: The Town Engineer identified an error in the stormwater volume calculation for Drainage Area IV. Despite this, the proposed drainage system provides adequate capacity to manage the required amount of runoff for the area. As such, the plans comply with the requirements of Chapter 236. 4. Based on comments from the Town Fire Marshal and Southold Fire Department, the applicant should provide the following to ensure adequate fire protection and emergency access: a. Provide proper turnaround at the end of the driveway for emergency vehicle access. b. Show emergency vehicle turning radii on the revised site plan. c. Ensure the area behind the building remains clear and accessible. Staff: The revised site plan addresses these comments. While the Fire Marshal has expressed concern regarding the width of the entrance adjacent to the existing building, both the Southold Fire District and the Chief Building Inspector concur that, given the building is fully sprinklered and site constraints related to property lines and the existing structure make further widening infeasible, applicable safety standards have been satisfied. As a Condition of Approval, the 3 applicant must maintain a minimum clear width of no less than five (5) feet as an unobstructed emergency access aisle behind the rear of the building. 5. Based on comments from the NYSDOT the applicant should provide the following: a. Clearly show and label all existing and proposed features along NY25 frontage e.g. property lines, sidewalk, curb, pavement markings, utilities, drainage structures and other appurtenances. b. A Work Zone Traffic Control plan must be provided for work in the ROW, in accordance with National Manual of Uniform Traffic Control Devices (MUTCD) along with NYS Supplement. Staff: The applicant has submitted revised plans addressing previous NYSDOT comments. As a Condition of Approval, the applicant must obtain a PERM 33 Highway Work Permit from the NYSDOT prior to the issuance of a building permit or any work commencing within the State Right-of-Way. 6. Ensure compliance with Town Code Chapter §172, including the following: a. All proposed fixtures must have a color temperature of 3,OOOK or less to comply with dark-sky requirements. b. Provide details on lighting controls, such as timers, switches, or motion sensors. c. Provide the mounting heights for all fixtures. d. Provide a summary of total lumens for the site; the current plan exceeds the 37,500-lumen limit even without accounting for existing exterior lighting. e. Any existing exterior lighting fixtures found to be noncompliant with Chapter 172 must be brought into compliance as part of this revision. Staff: The applicant has submitted revised lighting materials addressing the majority of the above comments. However, the plans do not identify existing exterior lighting fixtures. Accordingly, prior to the issuance of a Certificate of Occupancy, a site inspection will be required to verify existing conditions and determine whether any additional modifications are necessary to ensure full compliance with Chapter §172. V1. Planning Board Items to Consider Based on the above analysis and update, it is recommended that the above referenced site plan application be scheduled for determination at tonight's Planning Board special meeting. 4 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O. Box 1179 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM ® 7(�-� 7TEOWIRID 6 "' 17-ID P 17 2026 SOUTHOLD TOWN PL.MA71NO L3O L D TO: James H. Rich III, Planning Board Chairman FROM: Michael J. Verity, Chief Building Inspector DATE: April 17, 2026 REQUIREMENTS FOR, SITE PLAN ELEMENTS & CERTIFICATION Project: SMB Apartments Location: 56025 Route 25 Southold SCTM# 1000—Section 63-Block 03 —Lot 26 Date: February 28, 2024 Revised Date: Februga 9 2026 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE *Multiple Dwelling IS A PERMITTED USE IN THIS HB DISTRICT AND IS SO CERTIFIED. *See ZBA File: 7845e A!!!� J Michael J. Chief Building Inspector Submission Without a Cover Letter s„&�P_ Name: M i r k Sc,�,; I ( APR 17 2026 SOUTi1oLDTOWN Project Title: V M13 ]�-�.I/Y�f� �� �`"y PLANNING BOARD SCTM#: 1000 - 603 • — Date: I I ! , / 'f Details of Submission: o-F 5 r ,,d 4: too �a P �s OFFICE LOCATION: +' MAILING ADDRESS: Town Hall Annex �' P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov rAU � PLANNING- BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Building Permits Examiner From: Mara Cerezo, Planner Date: April 8, 2026 Re: Use Certification Proposed Site Plan for SMB Apartments 56025 Route 25, Southold SCTM#1000-63.-3-26 Zoning District: HB The Planning Board has found this Site Plan application suitable for determination pursuant to §280-131 F (1) and refers the application to you for final review and certification. This site plan is for the proposed creation of a 7,061-sq. ft. multiple dwelling unit on a 681901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold. Your certification is requested before April 17, 2026. Thank you for your time and cooperation. Encls: Site Plan (Revised: 21912026) Submission Without a Cover Letter U f3c-� f4w � n2026 Name: M a�. � c MAR 2 0SUUTHOLD Pt ANNING k3 Project Title: Y-� SCTM#: 1000 - �p 3 , 3 _ , ee Date: 3 �1,0 Details of Submission: fix: Pe r, m i�-- COUNTY OF SUFFOLK MAR 2 Q 2026 SOU THOLD TOWN EDWARD P. ROMAINE AN N IN G-3 0 A R 0- SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD,MPH Commissioner PERMIT CONDITIONS Project Name: 56025 Main Rd (Route 25) Health Services Reference#: C-24-0120 SCTM#: 1000063000300026000 Revision#-. 0 The ached plan,when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply, sewage disposal, and/or collection system for the property as dep icted. The applicant should take note of any conditions of approval,which may be indicated on the plan or enclosed herein. Construction must conform with approved plans as well as all applicable standards including Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other than Single Family Residences.Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit(plan)expires three (3)years after the approval date-Any modification to the approved design requires the submission of a revised plan and additional fees(if applicable)for approval prior to construction. No inspections will be performed by the department if a copy of the approved site plan/survey is not on site during construction or if the perm,it has expired. Permits may be renewed, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Other than Single Family Residences(Form VMM-081). It is the applicant's responsibility to schedule an inspection of the sewage disposal and/or water supply facilities prior to back filling. This includes inspections of the sewage collection and disposal systems, water supply system components and piping, and final grading as shown on the approved plans.This can be done by calling the department at (631)852- 5754,or through the ACA Portal at httDs://ar ca-prod-accela.com/SUFFOLKCO. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. Excavation Inspections must be confirmed by calling (631)852-5700 between 8:30a.m.and 9:30 a.m.,the morning of the inspection.AiVole V11 of the Code, "Septic Industry B u s i in es s es," requires that all installers of septic systems within sha 11 p ossess a valid license from the office of Cons um er A ffairs. This office will not,perform I*nsp ections for or gra nt final approval for constniction of proyocts that are In-stalled by an unlicensed irydividual. It is, therefore, in your best Interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. WWM-016 Page 1 of 2 Project Name: 56025 Main Rd (Route 25) Health Services Reference#: C-24-0120 SCTM#: 1000063000300026000 Revision#:0 CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct,the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Other Than Single Family Residences (Form WWM-019). [1] Satisfactory inspection of the sewage disposal system by the Office of Wastewater Management. [2] Satisfactory inspection of the water supply system by the Office of Wastewater Management. [3] Design professional certification (WWM-073)for sewage disposal system. [4] Installer certification (VWVM-078). [5] I/A OWTS registration (VWVM-304). [6] I/A OWTS operation and maintenance contract. j7] SCWA tap letter. 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(631)-765—9015 t1 , klICHAl=L.COL LI ` �r�#7` �V3 .�lT�-�f' OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Mara Cerezo March 2, 2026 Planner Southold Town Planning Department S'�kp' 54375 Main Road 44 Southold New York 11971 Re_ n SMB Apartments MAR 0 2 2026 SCTM #: 1000 — 063. — 03 — 26 SOUT«aLa Pl,AfV41NG E- Ar D Dear Ms. Cerezo: As per a request from your office, I have reviewed Sheets 1-13 of the Site Plan for 56025 Main Road (S.R. 25) prepared by Eric M. Hanninen, P.E., dated January 30, 2024, last revised February 24, 2026. Please note that the calculated Total Wqv for Drainage Area IV (614.6 CF) is incorrect, but sufficient drainage was provided to collect, store and infiltrate the correct Total Wqv for this area (586.1 CF). Therefore, based on my review, the plans meet the requirements of Chapter 236 — Stormwater Management. If you have any questions regarding this review, please contact my office. Sincerely, Michael M. Collins, P.E. Town Engineer Town Hall Annex �� Gy ' Robert E Corwin 54375 Main Road � � '� Telephone(631)765-1802 x5028 P. O. Box 1179 N z Cell(934)231-0968 Southold, NY 11971-0959 w� Robertc@southoldtownny.gov P5 H 6��j P-I TOWN OF SOUTHOLD rFEB FIRE MARSHAL 10 2026 OUTHOLD TOK'N LANNING BOARD Date: February 10, 2026 RE: Site plan for SMB Apartments 56025 Main Rd Southold SCTM# 1000.-63-3.26 The only concern I had was the width of the entrance next to the existing building. The Fire Department and Mike Verity agree that because it is a fully sprinklered building and due to the existing building and property lines, it is ok. Robert E Corwin Fire Marshal ypS�FFat MICHAEL M. COLLINS, P.E. ALBERT J. KRUPSKI, JR. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD Q TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 2 •' Fax. (631)-765—9015 Oy - MIChIA[L.C'OLLINSui"l•OWN SOLjTI•IOLD.NY.L1S LDIPP OFFICE OF THE ENGINEER FEB 0 6 2026 TOWN OF SOUTHOLD SOUTN",.D TOWN PLANNING BOARD Mara Cerezo February 5, 2026 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: SMB Apartments SCTM #: 1000 — 063. — 03—26 Dear Ms. Cerezo: As per a request from your office, I have reviewed Sheets 1-13 of the Site Plan for 56025 Route 25 prepared by Eric M. Hanninen, P.E., dated January 30, 2024, last revised January 16, 2025. Please have the applicant submit revised plans that address the following: 1. Provide drainage calculations for Watershed Area IV and revise the drainage plan as necessary based on these calculations. If you have any questions regarding this review, please contact my office. Sincerely, MichaelX ol'lin P.E. Town Engineer OFFICE LOCATION: _:_.y MAHJNG ADDRESS: P.J.Box 1179 Town Hall Annex � � -_ Southold,NY 11971 54375 State Route 25 A�. (cor.Main Rd. &Youngs Ave.) Southold NY Telephone:+631. 765-1938 vww.$outholatownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Robert Corwin, Fire Marshal Cc: Michael J. Verity, Chief Building Inspector From: Mara Cerezo, Planner Date: February 2, 2026 Re: Proposed Site Plan for SMB Apartments 56025 Route 25, ±325' e10 Boisseau Avenue and NY-25, Southold SCTM#1000-63.-3-26 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This site plan is for the proposed creation of a 7,061-sq. ft. multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "H B" Zoning District, Southold. Thank you for your time and cooperation, Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-63.-3-26 t 0"'FFIGE LOCATION: MAILING ADDRESS: Town Hall Annex so P.O.Box 1179 • 1�971 54375 State Route 25 *�� .�� �` r. Southold, (cor.Main Rd.&Youngs Ave.) Southold,NY Telephone:631 765-1938 www.southoldtownny.gov Ir UNV 1PLzANMNG BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM, To: Michael Collins, Town Engineer From: Mara Cerezo Planner Date: February 2, 2026 Re: Proposed Site Plan for SMB Apartments Application Name: SMB Apartments Tax Map Number: 1000-63.-3-26 Location: 56025 Route 25, Southold Type of Application: Sketch Subdivision Map Dated: Preliminary Subdivision Map Dated: Final Subdivision Map Dated: Road Profiles Dated: Grading and Drainage Plans Dated, Other Dated: Site Plan Dated: 1-16-2026 Revised Site Plan Dated: Grading and Drainage Plans Dated: Other (AS BUILT) Dated: Project Description: This site plan is for the proposed creation of a 7,061-sq. ft. multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold. Note: An emergency vehicle turnaround was added to the plans. Thank you for your time and cooperation. LAW OFFICE OF PATRICIA C. MOORE� �j�'lil C tic"� s1o2o��A1�i RO�a� ME.C��OMG�D SOUTHOLD NY 11972! 631.765-43130 JAN 2 0 2026 soun+oLo TOWN PLANNING BOARD MEMORANDUM �03 40 TO: FROM: PATRICiA C.MOOP.E Y:n.IM SUBJECT: DATE: C C: COMMENT: i ve 5 SeIS 0�' reviSeJ i -i i i OFFICE LOCATION: QF S0(/j MAILING ADDRESS: Town Hall Annex � 01 P.O. Box 1179 54375 State Route 25 ~ Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) H �r Telephone: 631 765-1938 Southold, NY p� www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 18, 2025 Ms. Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for SMB RE Service Apartments Located at 56025 Main Road, Southold SCTM#1000-63.-3-26 Zoning District: HB Dear Ms. Moore: I am writing regarding the above-referenced site plan application. After reviewing the revised plans submitted in September, several items remain outstanding. Before the Planning Board can complete its review, please submit updated materials addressing the following: 1. Provide the following revisions and notations on the site plan to ensure adequate fire protection and emergency access: a) The parking aisle serving the stalls in front of the proposed building must be a minimum of 22 feet in width; the current plans show only 20 feet. b) The curbs along the driveway must be mountable to ensure emergency vehicles can traverse the area easily, this notation should be included on the site plan. c) Show the turning radiuses for emergency vehicles on the revised site plan to ensure adequate maneuverability. Page 1 of 2 SMB Apartments November 18, 2025 d) Provide a proper turnaround for emergency vehicle access. Suitable examples are shown below: 96' 26' 26' 28'R TYP' TYP.' 20' .._._20' 26' 96'DIAMETER 60•FOOT"Y' MINIMUM CLEARANCE CUL-DE-SAC AROUND A FIRE HYDRANT 26'R I I I I —7d' C26' '—J 26`R� 201—j TYP.' — —20' ACCEPTABLE ALTERNATIVE 120'HAMPoIERHEAD TO 120'HAMMERHEAD 2. Ensure compliance with Town Code Chapter§172, including the following: a) All proposed fixtures must have a color temperature of 3,000K or less to comply with dark-sky requirements. b) Provide details on lighting controls, such as timers, switches, or motion sensors. c) Provide the mounting heights for all fixtures. d) Provide a summary of total lumens for the site; the current plan exceeds the 37,500-lumen limit even without accounting for existing exterior lighting. e) Any existing exterior lighting fixtures found to be noncompliant with Chapter 172 must be brought into compliance as part of this revision. Once the plan is ready for formal submission, please provide the items listed above on a minimum of four (4) revised Site Plans, including the seal stamp and signature of the NYS licensed professional preparing the plan. If you have any questions regarding this Site Plan or the process, please do not hesitate to call this office at 631-765-1938. Respectfully, Kka,v _ C�_,Yz2D Mara Cerezo W Planner Page 2of2 LAW OFFICE OF PATRICIA C. MOORE ryw 51020 MAIN ROAD SOUTHOLD NY 11971 631* 765,433 slV ;,GS COI � RECEIPT . ............................. TO# fA snoono vi. I fib, PATRICLA, C. MOORE (BY FROM: .................... SUBJECT: —-- ------ )kA DATE: -D CC-1 COMMENT.- rvrvrvrvrvrvrvrvrvrvrvrvrvrvrvwwwwwwwwwwwrvrvrvry � cz° ........... III Fixture Type.- .... .... El" �113 '113 71 �1OY SOUTHOLD TOWN Model Number: .......... ------------ .................................................. 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A ....... .................. 0 .812in jPA 20-6mi", content of specification sheet is subject to change. *-LMMINE GRAM , 1 C 0S N60 W14592 Kaul Avenue P 877 965 0005 1VM'1NtJA Menomonee Falls,Wl 53051 intrigueledcom Feb-22 Fixture Type: .............. 14`f�/t Model Number: ....... ... ................... ........................ II Project Name: ..................... —------------ intrigue I Ighting SERIES MOUNTING WATTAGE COLOR(K) LENS VOLTAGE FINISH CS WA 20LED UN MODEL NUMBER DETAIL SERIES D CS Charisma Full Cutoff LED Wall Mount MOUNTING o WA Straight Wall Arm Mount WATTAGE o 20LED 20-watt LED Module COLOR(K) o 3K 3000 K(IDA Dark Sky Approved) Charisma surface mount is IDA Dark Sky o 4K 4000K Approved when utilized with 3000K LED module ................... ...J LENS o CGL Tempered Flat Clear Glass Lens o SGL Tempered Flat Stippled Glass Lens VOLTAGE nn UNV Universal Voltage(120v-277v)(50/60Hz); electronic dimmable driver(350mA) FINISH o BLK Black • BRZ Bronze • GRY Grey • SIL Silver o VGN Verde Green • WHT White • CC Custom Color - Consult Factory content of specification sheet is subject to change. 111100011i tP MAA ONE + UMINUM C us N60 W14592 Kaul Avenue P 877 965 0005 Menomonee Falls,Wl 53051 intrigueledcom Feb-22 M,V u o P.O. ML SOUTHOLD FIRE DiSTRICT JUL 2 8 2'025 BOX 908. SOUTHOLD, N.Y. 11971. souTHOLD TOWN (631) 765-4305 KAN14ING BOARD a FAX (631) 765-5076 July 24, 2025 Patricia C. Mere, Esq. 51020 Main Read Southold, NY 11971 Re: site Plan for . B Apartments Dear Pat: Thank you for your letter and the May 19, 2025 site plan. Please be advised that the Southold Board of Fire Commissioners,has not yet seen the site plan dated May 19, 2025 and would like to reserve the right to review same at their next board meeting to make sure that all the points discussed with Mark Schill of SMB Apartments have been met. After the board has had a chance to review the most current ,site plan dated May 19, 2925, we will confirm our findings with you. Please let me know if you should have any questions or problems with the above, S erely, Mine, Fire District Secretary cc: Mara Cerezo, Planner u < b' u P01 W L I /AT v JU L 2 2 2025 SOUTH OLD TO`k�I SOUTHOLD FIRE DISTRICT P.O. BOX 908 SOUTHOLD, N.Y. 11971 (631) 765-4305 FAX (631) 765-5076 April 30, 2025 Ms. Mara Cerezo, Planner Southold Town Planning Board P.O. Box 1179 Southold, NY 11971 Re: site Plan for SMB Apartments Dear Mara: Please be advised that the Southold Board of Fire Commissioners met with Mark schill of'SMB,Apartments to review some of the key points of our previous discussion on September 20, 2924 and have come up with the following solutions:" 1) The width access will be widened to the maximum size possible; 2) The peninsula and berm on the property will be reduced in order to maximum the width of the entrance; '' ) Installation of rollover curbs; 4) At the end of the driveway there will be an adequate turnaround for emergency vehicles, and; , 5) All dimensions of the turnarounds were discussed and accepted by all parties involved. All the other items have been worked out. Please let nee know if you should have any questions or problems with the above. lincerely, rol A. Miller `ire District ,Secretary cc: SMB Apartments r MAY 0 6 2025 SOUTHOLD TOWN PLANNING SOARD ,,,, IIII,,,,,D F 11k IIC, DIS,,,rRICT P.O. IE:A X 908 SOU -q...NG...DLD, KY. 11971 ( 1 1) 765 4305 FAX (631) 765-076 April 30, 2025 Ms. Mara Cerezo, Planner Southold Town Planning Board P.O. Box 1179 Southold, NY 11971 Re: Site Plan for SMB Apartments Dear Mara: Please be advised that the Southold Board of Fire Commissioners met with Mark Schill of SMB Apartments to review some of the key points of our previous discussion on September 20, 2024 and have come up with the following solutions: 1) The width access will be widened to the maximum size possible; 2) The peninsula and berm on the property will be reduced in order to maximum the width of the entrance; 3) Installation of rollover curbs; 4) At the end of the driveway there will be an adequate turnaround for emergency vehicles, and; 5) All dimensions of the turnarounds were discussed and accepted by all parties involved. All the other items have been worked out. Please let me know if you should have any questions or problems with the above. incerely, N rol A. Miller Fire District Secretary cc: SMB Apartments MAILING ADDRESS: PLANNING BOARD MEMBERS � ' �� n„ P.O. Box 1179 JAMES H.RICH III a �� Southold, NY 11971 Chairman OFFICE LOCATION: MIAJEALOUS-DANK Nc Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 MARTIN H.SIDOR "" (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSHI `��°;>„ Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Denis Noncarrow, Town Clerk Members of the Town Board From: James H. Rich III, Chairman J� Members of the Planning Board Date: February 24, 2025 Re: Transfer of Sanitary Flow Credits to SMB Real Estate Services SCTM#1000-63.-3-26 Location: 50625 Main Road, Southold,New York The Planning Board supports the transfdr\o .78 sanitary flow credits. In accordance with §117- 9(F),the applicant shall be required to file covenants and restrictions stating that the affordable housing created shall remain affordable in perpetuity. The most recent Sanitary Flow Credit Log appears to have sufficient availability for this area(Southold), with a total of 53.3 credits available. 1. Sanitary Flow Credit Request and Assignment The proposed action involves requesting the transfer of 2.78 sanitary flow credits to construct a building divided into six(6) single-family dwellings, no less than 850 sq. ft. each. Three (3) affordable housing units and three (3) market-rate units are proposed. The application required a variance from the Zoning Board of Appeals to construct a 24 ft. x 220 ft. long building where 125 ft. is allowed. A variance was granted in 2023. Pursuant to § 117-3, a transfer of sanitary flow credits is permitted for an eligible project. An "eligible project"is defined as: "Projects located in a receiving district that are permitted uses in the zoning district where the subject property is located. " A"receiving district" is defined as: "An area of the Town that is desirable to be developed more intensively than areas outside the district. " I1Page The proposed action meets these definitions. The parcel is located within the Hamlet Business (HB) Zoning District, and the Multiple Dwelling use is permitted. The proposed action is located within the Southold Hamlet Center, an area with supporting amenities, public transportation, and infrastructure that supports more intense builds of commercial and residential uses. In summary: Sanitary Flow Credits Iui.red Sanitary Flow Credits 3 AffordableUnits Sanit Flow 3 Market Rate San ita Flow 832.4 GPD or 2.78 �www 675 GPD or 2.25 157.4 GPD D ....... or .53 _.m Total Number of Credits Rey uested Total Number of Credits 3 Affordable Units ............. _-w_. ..�, ...,.�.. .-®3 Market Rate Units ........,... Re-guested 2.78 2.25 .53 Cost Per Market Rate Credit Assn �� $12,000 .53 ssi�ent_ Total Cost to Ap licant t�►�t 1�r Market late Credit 3 Market Rate m�. $6,360. F2. Sending Parcel Information The sending parcel SCTM#1000-55.-6-36.3 and its location are relative to the receiving parcel. The parcel is 43.56 acres preserved(wooded wetlands and public water available). Following preservation, a total of 39.8 credits were deposited in the bank, and since then, 7.39 have been used (including the SMB credits). Both parcels are located within the Peconic Bay watershed approximately 0.05 mile from each other. 3. Built Environment and Existing Conditions The parcel has been historically cleared and improved with a home converted into a mixed- use commercial building. In the 1960's the parcel was farmed. To the north are the LIRR easement and tracks. To the east is a 1.83 acre "HB" zoned parcel with an existing commercial building (restaurant); to the west is a vacant parcel in the "HB" zone. Land uses surrounding the parcel include a mixture of residential and commercial, which is indicative of the Southold Hamlet Center. The location of the parcel provides adequate access to businesses within walking distance, including a grocery store, pharmacy,post office, convenience store, and restaurants. The units are located within the Southold Union Free School District and, due to their size, are expected to contribute children to the schools. The parcel is not located within a FEMA-mapped flood zone. 21 Page: 4. Transportation and Infrastructure Parcel Access The parcel (project site) is directly north of,and visible from NYS Route 25, a New York State Designated Scenic Byway. The front building along NYS Route 25 extends the retail use to the east within the Hamlet. Parking is located behind the building for the current and proposed use, and it is accessed by two existing driveways on the west and east sides of the mixed-use commercial building. The proposed residential units will generate additional vehicle trips. The existing mixed- use commercial building,which houses apartments, thrift stores, and a barbershop, does not result in many vehicle trips. The 8th ITE Trip Generation manual estimates 36 daily vehicle trips for the 6 new units with a PM total trip estimate of 4. It is assumed that the calculated daily trip data was sampled for areas with larger populations and gross floor areas per use that occur in the Hamlet of Southold. A significant increase in vehicle trip generation or patterns over existing conditions on NYS Route 25 is not expected. Pedestrian infrastructure is adequate in front of the parcel along NYS Route 25 with an existing concrete sidewalk. No sidewalks connecting the new building to the sidewalks are proposed. Pedestrians are proposed to use the paved parking areas to access NYS Route 25 sidewalks; however,the Planning Board is striving to improve the access. Distance to Public Transportation Bus transportation is available to tenants and customers within(0.05 miles) of the site, including the Suffolk County Bus and Hampton Jitney services. The nearest train station (Southold LIRR) is 0.4 miles away. 5. Access to Public Water and Sewers Public water is available to the parcel via SCWA. There is existing public water service to the main building, and a proposed extension to the proposed accessory apartments. The parcel is located within SCDHS Groundwater Management Zone IV, a public sewer connection is unavailable. Sanitary waste will be disposed of on-site. Three housing units will be clustered with disposal to one Hyrdoaction AN 800 Treatment System with 2 leaching pools. The remaining three will be clustered to a second system. These systems are designed to reduce nitrogen loading to groundwater. Storm water will be contained on-site using six leaching pools placed under the parking area connected to the building and parking drainage structures. 6. Potential Environmental Impacts No moderate to large adverse impacts on transportation,water supply, quality, community character, and community services are expected as a result of the action. 3 1 P a g e The parcel is not located over a Special Groundwater Protection Area(SPGA). 7. Consistency with Community Plans and Community Character The proposed apartments are consistent with the Southold Town Comprehensive Plan (2020) goals and objectives, including: Chapter 5 1 Community Character • Goal 5—Protect the unique character of individual hamlets The location of the building behind the multi-use commercial building will not result in the alteration of the streetscape. The property itself will look relatively unchanged thus preserving the community character for this area of the hamlet center. Chapter 8 1 Housing • Goal 1 —Create affordable housing—Objective 1.1 —Provide diversified housing using existing buildings to help meet the needs of current year-round residents, including senior citizens and local workers. The proposal includes the designation of three apartments as affordable out of the six. As stated above and in accordance with §117-9(F),the applicant shall be required to file covenants and restrictions stating that the affordable housing created shall remain affordable in perpetuity. 8. Fire Protection & Emergency Services Police and fire department coverage of the site is available. The Southold Fire District has made recommendations to improve fire protection access. Please contact the Planning Department with any questions. cc: Paul DeChance, Town Attorney 4 1 P a g e MAILING ADDRESS: PLANNING BOARD MEMBERS � P.O. Box 1179 JAMES H.RICH III „r; Southold, NY 11971 Chairman OFFICE LOCATION: MIAJEALOUS-DANK Town Hall Annex PIERCE RAFFERTY � 54375 State Route 25 MARTIN H.SIDOR (cor.Main Rd. &Youngs Ave.) DONALD J.WILCENSHI co�; Southold, NY " X � . Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 20, 2025 Ms. Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for SMB RE Service Apartments Located at 56025 Main Road, Southold SCTM#1000-63.-3-26 Zoning District: HB Dear Ms. Moore: I am writing as a follow-up to the work session held on February 10, 2025, where the Planning Board reviewed the above-referenced Site Plan Application and required the following: 1. Incorporate architectural recommendations from ARC: o Eliminate the vertical "Siding C" on the rear fagade; replace it with "CertainTeed Cedar Impressions" as used on other fagades. o Consider incorporating shed dormers for the two entry roofs that do not tie into gable ends. o Match the color of each gable end with the fagade below it. o Double the bedroom and living room windows for more light and ventilation. o Remove window grilles to achieve 1/1 double-hung windows for more interior light. o Consider revised floor plans drafted by the ARC for an improved interior layout of the kitchen, laundry, and primary bathroom area. (See images on top of next page.) Page 1 of 5 SMB Apartments February 20, 2025 2EITATNUM l m M1Ig4N AP-,II11711,Al Figure 2:ARC Revised Figure 1: Original Layout Layout 2. As submitted, the plans provide drainage calculations in the aggregate for the site. Please revise the drainage plans to clearly delineate the location and extent of each stormwater catchment area and provide calculations for each catchment area. Label and identify surface flow lines in addition to stormwater piping to demonstrate how runoff will be collected and conveyed to each drainage system. 3. Revise the Typical Pavement Section to state that if Recycled Concrete Aggregate (RCA) is to be utilized it must be NYSDOT Specification RCA. 4. The plans must show the location of and details for all erosion and sediment controls including, but not limited to, the construction entrance, silt fencing, concrete washout area and soil stockpile areas. 5. Provide the following revisions and notations on the site plan to ensure adequate fire protection and emergency access: a) A proper turnaround must be provided at the northern end of the driveway, near the end of the building, for emergency vehicle access. See examples below: 96, C R 26' 28"R ' TYP, —24' 26 96'DIAMETER 60-FOOT"Y' MINIMUM CLEARANCE CUL-DE-SAC AROUND A FIRE HYDRANT 28'R 60'--j J— 0 6 TYP,'20,7 � 70•— 28'R--- 20'—J TYIP' 20' - 26' ACCEPTABLE ALTERNATIVE 120`HAMMERHEAD TO 120'HAMMERHEAD Page 2 of 5 SMB Apartments February 20, 2025 b) The curbs along the driveway should be mountable to ensure emergency vehicles can traverse the area easily. c) The island at the entrance to the long driveway for the proposed building should be reduced to improve access, and any plantings located there should be trimmed to ensure clear access. (See circled area on site plan below.) d) The berm protruding into the parking area should be removed to improve on-site navigation for larger vehicles. (See area in the square on site plan below.) IV"vS2wNrvM G„rtwwra nA9*rdmak�wr^grm pEwim,'i � p"uN;ux&p.7 um 6 UNIT RESIDENTIAL BUILDING r.c dm wmcaYUE3 • •�pponM'mrF�W,9 ..., PROPOSED� .w i rt �a... i a+wuasm2A I �, X� y, N� n v — w%t$I MXPX%U4tlh4MN�"x e« • 69835, ," . esutwcmmrv� sEnvKcsrotiuw UTILITY&LANDSCAPING PLAN SCALET=30' e) Show the turning radiuses for emergency vehicles on the revised site plan to ensure adequate maneuverability. f) The location and distance from the proposed building to the nearest fire hydrant must be shown on the site plan. g) Provide stabilized access for fire trucks on the north and south ends of the building, ensuring these areas can support vehicles up to 75,000 lbs. Surfaces should be grassed or paved with load-bearing materials, with sufficient width and turning radius to accommodate fire trucks. These access areas must be positioned to allow fire trucks to approach and park as close to the building as possible. Any septic systems or submersible transformers must be relocated or engineered to support the weight of emergency vehicles. h) Add a notation to the site plan that the area behind the building must remain clear and accessible at all times for fire safety and emergency access. i) The Southold Fire Department must review and approve the revised plans to confirm that emergency access and other fire safety concerns have been adequately addressed. Final sign-off from the Chief Building Inspector is contingent on this review. Page 3 of 5 SMB Apartments February 20, 2025 6. Based on comments from the NYSDOT the applicant should submit a Highway Work Permit Application (perm33.pdf) along with revised plans for review and processing directly to the NYSDOT. Preliminary comments from the NYSDOT via email regarding the site plan are attached. 7. Revise landscaping plan to include the following: a) Correct landscape notes to reference Suffolk County, not Nassau County. b) Revise landscape maintenance notes to comply with §280-92(A), ensuring healthy plant growth and necessary replacements; extend the guarantee beyond one year. c) Use native, drought-tolerant plants in landscaping. 8. Provide a comprehensive Photometric Plan pursuant to Town Code Chapter §172, including light fixture specifications and total lumens for all proposed on-site exterior light fixtures, noting the following: a) Confirm that all fixtures align with Dark Sky-friendly standards, including appropriate color temperature and reduced glare. b) Ensure all fixtures are directed downward to minimize light spill and prevent skyglow. c) Ensure mounting heights contain light within the property boundaries while maintaining adequate safety and visibility. d) Evaluate the total lumen output of the proposed 16 fixtures, together with the lumens of the existing fixtures to ensure compliance with Town Code and that surface illuminance does not exceed five footcandles. e) Nonessential lighting must be turned off within 30 minutes of business closure or when not in use. The use of timers is strongly recommended to ensure compliance. f) Separately, provide the lumens and color temperature of all existing exterior lighting fixtures. Any found to be noncompliant with Chapter 172 must be brought into compliance as part of this revision. Provide photos of existing light fixtures. 9. Add a notation on the site plan addressing the following best management practices, which are recommended in landscaped areas: a) Require the use of native, drought-tolerant plants in landscaping. b) Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. Page 4 of 5 SMB Apartments February 20, 2025 c) Require a maximum of 1 lb. of nitrogen per 1,000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d) Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1st and April 1st. e) The use of phosphorus-containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g., 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. 10.Please consider including a designated outdoor recreational space for building tenants, such as picnic tables, benches, a community garden, a play area, or other similar amenities. Additionally, we recommend providing bike racks to encourage sustainable transportation options for tenant use. To ensure clarity and facilitate an efficient review process, it is recommended to set up a Zoom meeting to discuss these details. Additionally, it is strongly recommended that a draft electronic site plan (PDF), including the items listed above, be submitted to this Department prior to printing multiple copies of the site plan to streamline the review process. Once the plan is ready for formal submission, please provide the items listed above on a minimum of seven (7) revised Site Plans, including the seal stamp and signature of the NYS licensed professional preparing the plan. If you have any questions regarding this Site Plan or the process, please do not hesitate to call this office at 631-765-1938. Respectfully, C Mara Cerezo `" Planner Page 5 of 5 Southold Town Planninq Board Work Session — February 10 2025 — Page 2 3:30PM: Executive Session: potential litigation 4:OOPM: Applications Proyect Name: I SMB Apartments SCTM#: 1000-63-3-26 Location: , 56025 NYS Route 25, Southold Description: This proposed site plan is for the proposed construction of a 24' x 220' building divided into 6 single family dwellings, no less than 850 sq. ft. each, on a conforming 68,901 sq. ft, lot in the HB Zoning District. Status: Pending ® ........ ... Action: Referral Review Attachments: Staff Report . .. Project Name: Brown & Linnet Standard Subdivision ; SCTM#: ' 1000-48.-3-20.1 ............. ... ..... ........ Location: 465 Brown Street & 711 Linnet Street, Green port ....... Description: This proposal is for the standard subdivision of a 0.52-acre parcel into two 0.26-acre lots in the R-40 Zoning District. Lot 1 will contain the existing two-family dwelling, and Lot 2 will contain the existing single- family dwelling. The Zoning Board of Appeals granted approval of the non-conforming lot areas. This parcel is located on the south side of Linnet Street, +/-100' west of Seventh Street in Greenpart. ._... _e _ Status: Conditional Preliminary Plat Approval Action: Review for Condition Final Plat Approval 'Attachments: Staff Report Project Name: Summit Ridge Energy Commercial Solar SCTM#: 1000-96.-1-17.5 Location: 6155 Cox Lane, Cutchogue ... ........... . ..... ..... Description: This proposed Site Plan is to construct a commercial-scale 3-megawatt solar energy facility consisting of 7,900 solar panels, 2 inverters and 2 transformers on ±20 acres, located on the cap of the Town landfill, and adjacent to the Southold Town Transfer Station in the Light Industrial Zoning District, Cutchogue Status: Pending Action: Completeness, SEQRA Classification, Set Hearing ...... Attachments: Staff Report Project Name: Old Town Farm Standard Subdivision SCTM#: . 1000-78.-1-10.23 .. ... ....... ...... ....... . . .............. ....... .. ... .......... . . ... . Location: 2355 Main Bayviw Road, Southold Description: This proposal is for the standard subdivision of a 17.46-acre parcel into 5 lots, where Lot 1 is .83 acres, Lot 2 is .80 acres, Lot 3 is .81 acres inclusive of a .11-acre flag, Lot 4 is 1.03 acres inclusive of a .20-acre flag and Lot 5 is 13.68 acres and includes a 3.05-acre development area, 10.25 acres of open space and .38 acres of wetlands in the R-40 Zoning District. Status: Conditional Sketch Plan Approval Action: Review SEQRA Classification Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date: February 10, 2025 Prepared By: Mara Cerezo I. Application Information Project Title: SMB RE Services Inc. Applicant: SMB Real Estate Service Inc. Date of Submission: October 16, 2023 Tax Map Number: 63.-3-26 Project Location: 56025 Route 25 Hamlet: Southold Zoning District: HB II. Description of Project Type of Site Plan: Commercial/Residential (Mixed Use) Acreage of Project Site: ±1.58 Acres (68,901 sf) Building size: 7,061 sf This site plan is for the proposed creation of a 7,061-sf multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold. III: Context 1. Hamlet Business HB District 280-44 Purpose: The purpose of the Hamlet Business (HB) District is to provide for business development in the hamlet central business areas, including retail, office and service uses, public and semipublic uses, as well as hotel and motel and multifamily residential development that will support and enhance the retail development and provide a focus for the hamlet area. 2. Town Comprehensive Plan: • From the Vision Statement: "Future planning shall be compatible with existing community character while supporting and addressing the challenges of continued land preservation, maintaining a vibrant local economy, creating efficient transportation, promoting a diverse housing stock, expanding recreational opportunities and protecting natural resources." • Chapter 5 Community Character I Goal 1: Protect Scenic Resources: In 1992, the New York State Legislature recognized and identified New York State Route 25 as a Scenic Byway through the New York State Scenic Byways 1 Program. This transportation corridor is representative of the region's scenic, recreational, cultural, natural, historic, and archaeological significance. Two key objectives to consider when reviewing the proposed project include: o Objective 1.2.A — Manage Important Scenic Resources: Avoid or minimize the impacts of structures or activities that introduce visual interruptions to important scenic resources. o Objective 1.4— Enhance scenic qualities through design standards and innovative site planning and architecture in public and private development projects. • Chapter 8 Housing I Goal 1: Create Affordable Housing: The need for additional housing must be met if Southold is to maintain a vibrant workforce large and varied enough to serve year-round residents and seasonal visitors. o Objective 1.2 — Encourage the development of new, diversified housing to help meet the needs of current year-round residents, including senior citizens, and local workers. 3. Zoning Board of Appeals ZBA • The proposed project was required to go before the Zoning Board of Appeals due the proposed multiple dwelling building length exceeding the limitation set forth in § 280-107 which states that building length of a building containing multiple dwellings shall not exceed 125 feet in length. The proposed multiple dwelling building length is 220 feet. • The ZBA held a public hearing on November 2, 2023 at which time written and oral evidence was presented. • At their meeting on November 16, 2023 the ZBA granted the variance subject to Planning Board review. 4. State Environmental Quality Review Act(SEQRA): The proposed action is an Unlisted under SEQRA. A Negative Declaration was issued on December 2, 2024. 5. Public Hearing: Held and closed on Monday, December 2, 2024. 1. A neighboring property owner, spoke in favor of the application while raising concerns about zoning restrictions that limit the development of smaller, more affordable residential units. He advocated for code revisions to allow greater flexibility in unit sizes and improve septic efficiency. The neighbor expressed willingness to collaborate on future cross-property access and noted potential fire department access concerns. He complimented the project's architecture facing his property and emphasized support for thoughtful downtown redevelopment. 2 Southold Planning Department Staff Report Site Plan Application Work Session— Referral Review IV: Analysis 1. Existing: a. ±1.55 acre parcel with a 2-story frame existing building that includes retail uses on the first floor and two apartments on the second floor with 15 parking stalls and a shed. i. A topographic survey showing the existing conditions and contours on site has been provided. b. Surrounding land: i. North: LIRR tracks ii. East: HB zoned parcel with existing commercial/business (currently Southold Social restaurant) iii. South: road frontage on NYS Route 25 iv. West: vacant HB zoned parcel c. Location within 500 feet of: i. An Agricultural District ii. Within 500 feet of a NYS owned parcel iii. Within 500 feet of a NYS right of way 2. Proposed construction: a. A one-story 7,061 sq. ft. multiple dwelling residential building with six dwelling units consisting of 3 bedrooms and 2 bathrooms. i. Existing 2-story building to remain. Shed to be removed.. 3. Bulk Schedule/Code Re uirements: Hamlet Business (HB) District a. Lot size Maximum lot coverage = 40% Proposed lot coverage = 14% b. Landscape coverage Minimum required: 25% Existing: 77.9% Proposed: 44.9% 3 c. Setbacks ...............................................-....................____............................................._....................-..................... .._....�...__ w ............. _. Proposed building R�uired Provided Front yard __.- 15' 294.34'www_. ._.w.�..... 14' ._._.._....�.._.....w_.._.._.._.._.__. 1 p;ww wwww .....�........ Bot.r!.....s!.d..emyards._.................. ......... 25,www..........� ............ 60.6' Rear....Ya.rd_....._.......... ........_.._..__._......_..._..._25.p_...... ...147.84'....._...... 4. Access: a. The entrance and exit driveways to this parcel are of a limited size due to the existing structure and lot width. Staff: According to § 280-109A (2) "All buildings and structures shall be located as to provide safe and convenient access for servicing, fire and police protection and off-street parking and/or loading." 5. Parking: a. Required pursuant to § 280-78: • Barbershop: 3 chairs x 2.5 spaces per service chair = 7.5 • Antique shop: 1257 sf x 1 space per 250 sf of sales area = 5.02 • Apartment over store: 2 units x 1 space per apartment = 2 • Multiple dwelling: 6 units x 2.25 spaces per 3-bedroom unit = 13.5 • Total required = 28.02 spaces • Total proposed = 37 spaces (including two ADA) Staff: Applicant may consider reducing the number of spaces. 6. Landscaping: a. No existing or additional landscaping is shown around current two-story structure. b. Existing shade trees and front landscaped area (per§280-93) are not depicted on the site plan, and no changes are proposed. c. No residential districts border the parcel, so a transition buffer area is not required (per §280-94). 4 d. The width of the landscaped strip bordering the parking areas does not consistently meet the minimum 4 feet required by §280-95(B). Specific areas such as the western and eastern edges vary between 3.44 and 6.13 feet. e. The site plan does not provide at least one shade tree of not less than two-inch caliper for every 40 feet along the perimeter of the parking areas, as required by §280-95(B). f. The landscape notes inaccurately reference Nassau County, while the project site is located in Suffolk County. g. The landscape notes state that "all plant materials to be guaranteed for a period of one year after planting", which does not comply with § 280-92(A) of the Town Code, requiring that required landscaping be maintained in a healthy growing condition and replaced as necessary. Staff: • The landscaping strip surrounding the parking areas should be adjusted to consistently meet the minimum 4-foot width requirement as stated in §280- 95(B). Specifically, the areas along the western and eastern edges need to be revised to meet the 4-foot minimum. • The site plan must include at least one shade tree with a minimum two-inch caliper for every 40 feet along the parking area perimeter, as required by §280-95(B). • The landscape notes need to be revised to accurately reference Suffolk County, as the project site is located in Suffolk, not Nassau. • The landscape notes should be updated to comply with §280-92(A), ensuring that landscaping is maintained in a healthy growing condition and that plants are replaced as necessary. The one-year guarantee mentioned in the notes does not meet the town's requirements. 7. Sanitar raw. Test hole details and soil boring location are shown on Sheet 3, "Drainage/Sanitary Plan and Utility/Landscaping Plan". Project site is located within Groundwater Management Zone IV. a. Allowable flow rate for site = 1.58 acres x 600 gpd = 948 gpd b. Required site sanitary flow = 1,780.4 gpd c. Required sanitary flow credits = 832.4 gpd or 2.78 credits (@ 300 gpd/credit) 5 d. Sanitary Systems: Three housing units will be clustered per one AN 1100 Treatment System with 2 leaching pools. Two systems are proposed. Staff: Applicant is awaiting sanitary flow credits from the Town Board. A public hearing is scheduled. 8. Exterior Lighting: a. Exterior light fixtures are noted on the Utility & Landscaping Plan (Sheet 3), but you must refer to the architectural plans for specifications. b. Sheet A101 entitled "Ground FI. Plan & Typical Unit Plan" includes a reference to a particular lighting type, and the Ground Floor Plan notes the location of 16 light fixtures. c. The proposed fixtures are Lightology Wilburn Dark Sky Outdoor Wall Sconces, designed to reduce skyglow and light trespass. These fixtures meet the requirement for full cutoff luminaires, as they are designed to emit no light above the horizontal plane when properly installed. d. The fixtures can use incandescent or LED bulbs, the specification sheet notes that if LED is used the color temperature is 3000 Kelvin or less. Staff: • The applicant should confirm bulb type and color temperature to ensure alignment with Dark Sky-friendly standards. • Fixtures should be positioned to direct light downward, • The sconces should be mounted at a height that ensures effective light containment within the property boundary while maintaining safety and visibility. • The combined lumen output of the 16 fixtures must be evaluated to ensure compliance with recommended IESNA levels and that surface illuminance does not exceed five footcandles. • Nonessential lighting must be turned off within 30 minutes after business closure or when not in use. It is recommended that timers be used to ensure compliance 9. Exterior Si rya e: The applicant has no plan on signage for the proposed residential building at the time of the writing of this staff report. 6 Staff: Pursuant to §280-86(A) & (B), any proposed signage is subject to future review by the Planning Board. V. Referral Agency Comments (Summaries of comments received. Full reports available in the file) • Architectural Review Committee (ARC) • Improve siding, dormers, and color consistency. • Enlarge windows to add better natural light. • Consider revising floor plan. See ARC minutes from November 7, 2024. • Code Enforcement • No open violations on this parcel. • Fire Marshal • See Southold Fire District Comments below. • Local Waterfront Revitalization Program (LWRP) • Based on the information provided, the proposed action is recommended as CONSISTENT with the LWRP. To further the policies the following are recommended: o It is recommended that the vegetation occurring along the property boundaries be preserved as landscaped buffers. o Use native, drought tolerant plant species in landscaping. • NYSDOT • Submit a Highway Work Permit application (perm33.pdf) with revised plans for review and processing. Include both paper and digital copies in a single PDF (plans first, application second). • Clearly label existing and proposed features along NY25, including property lines, sidewalks, utilities, drainage structures, and applicable dimensions. • Show curb-to-property line distances and sidewalk widths (minimum 5 ft required). • Ensure the driveway does not encroach on neighboring properties, maintaining a 5 ft offset. 7 • Provide a Work Zone Traffic Control Plan per MUTCD guidelines. No lane closures before 10 AM or after 3 PM without prior approval. • Provide visible bicycle racks near the entrance, ensuring they do not obstruct pedestrian routes. Office of the Town Engineer • Revise the drainage plans to clearly define each stormwater catchment area, providing calculations for each one. Include labels for surface flow lines and stormwater piping to show how runoff will be collected and conveyed. • Update the Typical Pavement Section to specify that if Recycled Concrete Aggregate (RCA) is used, it must meet NYSDOT RCA specifications. + Final plans must include the location and details for all erosion and sediment control measures, such as the construction entrance, silt fencing, concrete washout area, and soil stockpile areas. +• Southold Fire District • A proper turnaround must be provided at the end of the driveway for emergency vehicle access. • Show the turning radiuses for emergency vehicles on the revised site plan to ensure adequate maneuverability. • The curbs along the driveway should be mountable to ensure emergency vehicles can traverse the area easily. The island at the entrance to the long driveway for the multiple dwelling unit should be reduced to improve access. Bushes around the driveway should be cut back accordingly. • The berm protruding into the parking area should be removed to improve on- site navigation for larger vehicles. • The location and distance to the nearest fire hydrant must be shown on the site plan. • Provide stabilized access for fire trucks on the north and south ends of the building. These areas must support vehicles up to 75,000 Ibs and allow parking at either end during an emergency. Septic systems and submersible transformers located in these areas should either be relocated or engineered to support emergency vehicle loads. 8 • The area behind the building must remain clear and accessible at all times. • The Southold Fire Department must review and approve the revised plans to confirm that emergency access and other fire safety concerns have been adequately addressed. Final sign off from the Chief Building Inspector is contingent on this review. • Suffolk County Department of Health Services • 2.78 sanitary flow credits are required. • Suffolk County Planning Commission o Pursuant to Section 239 1 & m of the General Municipal Law, the following site plan which has been submitted to the Suffolk County Planning Commission is considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). o SCPC provides the following comments: 1. On site pedestrian walkways should be provided to abutting roadways to enhance accessibility to nearby public bus transportation services. 2. New buildings should incorporate general design elements that promote public safety and universal design. VI. Planning Board Items to Consider 1. Consider the recommendations of the ARC. a. Aesthetic: o Eliminate the vertical "Siding C" on the rear facade; replace it with "CertainTeed Cedar Impressions" as used on other fagades. o Consider incorporating shed dormers for entry roofs without gable ends. o Match the color of each gable end with the facade below it. b. Functional: o Double the bedroom and living room windows for more light and ventilation. o Remove window grilles to achieve 1/1 double-hung windows for more interior light. 9 o Consider revised floor plans drafted by the ARC for an improved layout (rotated front closet, larger full bathroom, and added laundry room with door). 2. Consider the recommendations of the LWRP: a. Preserve existing vegetation along property boundaries as landscaped buffers. b. Use native, drought-tolerant plants in landscaping. c. Restrict fertilizer use as detailed above. 3. Based on the comments from the Town Engineer, as detailed above, the applicant should provide the following: a. Revise drainage plans to delineate catchment areas, provide calculations, and label flow lines and stormwater piping. b. Update pavement section to specify RCA must meet NYSDOT standards. c. Include erosion control details for construction entrance, silt fencing, washout area, and soil stockpile areas. 4. Based on comments from the Acting Town Fire Marshal and Southold Fire Department, as detailed above, the applicant should provide the following to ensure adequate fire protection and emergency access: a. Provide proper turnaround at the end of the driveway for emergency vehicle access. b. Show emergency vehicle turning radii on the revised site plan. c. Ensure curbs along the driveway are mountable for emergency vehicles. d. Reduce the entrance island and trim bushes to improve access to the driveway. Remove berm in parking area to improve vehicle navigation. e. Show fire hydrant location and distance on the site plan. f. Ensure the area behind the building remains clear and accessible. g. Provide stabilized access for fire trucks at north and south ends of the building. Ensure areas support 75,000 lb vehicles and relocate or reinforce septic systems and transformers if needed. h. Submit revised plans for Southold Fire Department approval to confirm emergency access and safety. Final approval requires Chief Building Inspector's sign-off. 10 5. Based on comments from the NYSDOT the applicant should provide the following, and all items as detailed above: a. Clearly show and label all existing and proposed features along NY25 frontage e.g. property lines, sidewalk, curb, pavement markings, utilities, drainage structures and other appurtenances. b. A Work Zone Traffic Control plan must be provided for work in the ROW, in accordance with National Manual of Uniform Traffic Control Devices (MUTCD) along with NYS Supplement. c. A Permit Application, perm33.pdf and revised plans must be provided for NYSDOT review and processing. 6. Consider the staff analysis items, as detailed above, including: a. Landscaping: o Include existing shade trees and front landscaped area on the site plan per §280-93. o Ensure parking area landscaping strips consistently meet the 4-foot width requirement, particularly along the western and eastern edges (§280-95(B)). o Include one shade tree (minimum 2-inch caliper) for every 40 feet along the parking perimeter, per §280-95(B). o Correct landscape notes to reference Suffolk County, not Nassau County. o Revise landscape maintenance notes to comply with §280-92(A), ensuring healthy plant growth and necessary replacements; extend the guarantee beyond one year. b. Lighting: Submit a lighting plan with required details as listed above, existing features found to not be in compliance with chapter 172 will need to be brought into compliance. c. Site Features: Ensure adequate pedestrian connectivity. Consider adding a designated outdoor recreational space for tenants (i.e. picnic tables). Consider adding bike racks. 11 OFFICE LOCATION: ,. MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY C A www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 3, 2024 Ms. Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Public Hearing - Proposed Site Plan for SMB RE Service Apartments Located at 56025 Main Road, Southold SCTM#1000-63.-3-26 Zoning District: HB Dear Ms. Moore: A Public Hearing was held by the Southold Town Planning Board on Monday, December 2, 2024 regarding the above-referenced application. The Public Hearing was closed. If you have any questions regarding the above, please contact this office. Respectfully, H. -�, James H. Rich III Chairman OFFICE LOCATION: �� "�° MAILING ADDRESS: Town Hall Annex * P.O. Box 1179 54375 State Route 25 "" Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 3, 2024 Ms. Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: SEQRA Determination Proposed Site Plan for SMB RE Service Apartments Located at 56025 Main Road, Southold SCTM#1000-63.-3-26 Zoning District: HB Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, December 2, 2024: WHEREAS, this site plan application is for the proposed creation of a 7,061-sq. ft. multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold; and WHEREAS, on October, 7, 2024, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on October 7, 2024, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act §617.6, established itself as Lead Agency for this Unlisted Action; and WHEREAS, on October 7, 2024, the Southold Town Planning Board, pursuant to §617.6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiated the SEQR lead agency coordination process for this Unlisted Action; be it therefore SMB RE Service Apartments Page 2 December 3, 2024 RESOLVED, that the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, hereby makes a determination of non-significance for the proposed action and grants a Negative Declaration. A copy of the Negative Declaration is enclosed for your records. If you have any questions regarding the above, please contact this office. Respectfully, James H. Rich, III Chairman Encls. OFFICE LOCATION: ' MAILING ADDRESS: Town Hall Annex � P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 � www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significance December 2,2024 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: SMB Apartments SCTM#: 1000-63.-3-26 Location: 56025 NYS Route 25 SEQR Status:Type I ( ) Unlisted (X) Conditioned Negative Declaration:Yes ( )No (X) Description of Action: This site plan application is to construct a 24 ft. x 220 ft. building divided into six(6) single family dwellings, no less than 850 sq. ft. each on a conforming 68,901 sq. ft. lot in the HB District;proposed building length is 220 ft. Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. The building will be divided into six(6) single-family dwellings, no less than 850 sq. ft. each. Three (3) affordable housing units and three (3) market-rate units are proposed. The application required a variance from the Zoning Board of Appeals to construct a 24 ft. x 220 ft. long building where 125 ft. is allowed. A variance was granted in 2023. The property is zoned Hamlet Business (HB). The purpose of the Hamlet Business (HB) District is to provide for business development in the hamlet central business areas, including retail, office and service uses,public and semipublic uses, as well as hotel and motel and multifamily residential development that will support and enhance the retail development and provide a focus for the hamlet area. The proposed use is permitted in the HB zoning district, and the action does not conflict with the purpose of the zone. The parcel has been historically cleared and improved with a converted home into a mixed-use commercial building. In the 1960's the parcel was farmed. To the north are the LIRR easement and tracks. To the east is a 1.83 acre "HB" zoned parcel with an existing commercial building (restaurant); to the west is a vacant parcel in the "HB" zone parcel. The dominant land use on-site and in the surrounding area is commercial. The parcel is located north of New York State Route 25 (NYS Route 25), a designated scenic byway. Two driveways and curb cuts provide direct access from the parking area located in the rear of the existing building to NYS Route 25. Impact on Flooding The parcel is not located within a mapped flood zone(Suffolk County GIS Viewer). Adverse impacts to structures from flooding are expected to none to low. Impacts on Air Air pollution can harm human health, and damage elements of the ecosystem. Exposure to air pollution is associated with numerous effects on human health, including pulmonary, cardiac, vascular, and neurological impairments.No significant emissions from the use are proposed. The movements of vehicles on site are capable of causing low levels of fugitive dust during construction of the buildings. Once the site is developed, fugitive dust generated from the project is expected to be periodic and low. Adverse impacts on air as a result of this action are expected to be low. Impacts on Plants and Animals The parcel is not located within a New York State Department of State Significant Fish and Wildlife Habitat Area. It is cleared of vegetation and is currently mowed.No significant removal or destruction of large quantities of vegetation(equal to or greater than 10 acres)would occur as a result of this action. Rare Plants and Animal Area The NYSDEC Environmental Resource Mapper indicates that the parcel is included in the Rare Plants and Animals Area check zone or other designation. Wildlife on-site is expected to be the 2 species indicative of a neighborhood setting, including the eastern box turtle, birds, and small mammals. The use of the subject parcel by the eastern box turtle (Terrapene Carolina) is likely. The northern long-eared bat(NLEB) (Myotis Septentrionalis) a species listed as threatened by both New York State and the US Fish& Wildlife Service may utilize the site for feeding. It is further recommended that the applicant contact the NYSDEC Regional Office 631-444-0306 to determine possible occurrence and discuss any additional regulations pertaining to the species. With assessment and management protocols in place for the species mentioned above, moderate to large adverse impacts to existing plants and animals are expected to be low. Impact on Agricultural Resources Soils on site consist of HaA (state wide importance). The parcel is not farmed. Adverse impacts on agricultural soils/resources are expected to be low. Impacts on Cultural/Archeological Resources The application was coordinated with(The NYS Cultural Resource Information System(CRIS)) The parcel or structure is not identified as an area designated as sensitive for archeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory (The NYS Cultural Resource Information System (CRIS)). The parcel is located within the Archeological Buffer Area. This layer represents buffer areas around recorded archaeological resources. Locations within these areas may not be archaeologically sensitive, and locations outside these areas may be archaeologically sensitive. Adverse impacts on cultural/archeological resources are currently unknown and expected to be low. Impacts on Aesthetic Resources The parcel(project site) is directly south of, and visible from NYS Route 25, a New York State Designated Scenic Byway. The front building along NYS Route 25 extends the retail use to the east within the Hamlet of Southold. Parking currently occurs in the rear of the building. Additional parking for the proposed use will not be visible from the road. As indicated above the Hamlet of Southold contains numerous historical structures that define the streetscape. The proposed building does not conflict with the setting. Adverse impacts to aesthetic resources are expected to be low. Impact on Open Space and Recreation The parcel does not currently offer public recreational opportunities. Potential Impacts to Ground or Surface Water Quality or Quantity The project site is located in Groundwater Management Zone IV. The action proposed to use 1350 gallons per day of potable water served by the Suffolk County Water Authority. 3 a. Allowable flow rate for site = 1.58 acres x 600 gpd= 948 gpd b. Required site sanitary flow= 1,780.4 gpd c. Required sanitary flow credits = 832.4 gpd or 2.78 credits (@ 300 gpd/credit) Sanitary waste will be disposed of on-site. Three housing units will be clustered with disposal to one Hyrdoaction AN 800 Treatment System with 2 leaching pools. The remaining three will be clustered to a second system. Storm water will be contained on-site using six leaching pools placed under the parking area connected to the building and parking drainage structures. Protecting the property and groundwater from pollutants capable of influencing potable water supply is required. All best management practices that mitigate the potential introduction of pollutants, including all industrial chemicals, must be managed. Signage and directions on how to dispose of chemicals and other hazardous substances should also be required by the landowner in multiple languages. The proposed landscape area is 44.9 percent. The plans state that"automatic irrigation system or drip irrigation shall be provided for all proposed plantings and landscaped areas."No further details are provided. The irrigation system should use soil moisture sensors to water only when soil moisture is low. Suffolk County has developed and is implementing a plan to reduce the impacts of fertilizer on ground and surface water. The Suffolk County Legislature established a goal of reducing fertilization in residential areas by 10 to 25 percent, regardless of lot size and landscaped area, and passed Local Law 41-2007 in 2007 to reduce nitrogen pollution by reducing the use of fertilizer throughout the County (SCDHS). The following is recommended: a. Require the use of native, drought-tolerant plants in landscaping. b. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. c. Require a maximum of 1 lb. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1st and April I'. e. Prohibit the use of phosphorous containing lawn fertilizer unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. 4 Impact on Critical Environmental Areas The parcel is within the listed Critical Environmental Area; Peconic Bay and Environs. Adverse impacts to the area are expected to be low. There is no direct hydrological surface connection to Peconic Bay. The:impact of the subsurface flow of groundwater in relation to water quality is expected to be low due to the additional treatment of total nitrogen. Impacts on Transportation Proposed access is over two existing driveways on the west and east sides of the existing mixed- use commercial building. A s i&)nificant increase in vehicle trip generation or patterns over existing conditions on NYS Route 25 is not expected. The existing retail uses and six residential units will generate additional vehicle trips. The current use of thrift stores and a barbershop does not result in a large number of vehicle trips. The 8 th ITE Trip Generation manual estimates 36 daily vehicle trips for the 6 residences with a PM total trip estimate of 4. It is assumed that the calculated daily trip data was sampled for areas with larger populations and gross floor areas per use that occur in the Hamlet of Southold. Adverse impacts to transportation are expected to be low. Pedestrian infrastructure is adequate in front of the parcel along NYS Route 25 with an existing concrete sidewalk.No sidewalks are proposed from the building to the existing sidewalks on NYS Route 25. Pedestrians will need to use the paved parking areas to access NYS Route 25 sidewalks. Impact on Energy Energy use is expected to be indicative of commercial and residential use. Both uses must meet dark sky requirements for exterior lighting. A significant increase in energy use is not expected. Impact on Noise, Odor, and Light Noise currently results from normal activities associated with the use on-site.Noise resulting from the construction is expected to be short-term in duration and periodic.Noise from residential use is not expected to adversely affect area receptors. Odors capable of affecting the quality of life or health of employees from the construction or operation of the proposed action are not expected. Lighting on site will comply with Chapter 172 Lighting, Outdoor in the Southold Town Code and will not adversely impact adjacent properties or the night sky. Adverse impacts on noise, odor, and light are expected to be low. 5 Impact on Human Health No substantial hazard to human health is expected to occur as a result of this proposed action. Adverse impacts to human health are expected to be low. Consistency with Community Plans The parcel is located in Long Island North Shore Heritage Area, a Regional Special Planning District designed to organize people, places and connections into a comprehensive and understandable approach. The proposed action is consistent with the plan. The action complies with the Southold Town Code and is not in conflict with the Southold Town Farm and Farmland Protection Strategy (2000) and Community Preservation Project Plan(2016 update) and the Southold Town Comprehensive Plan(2020). Safe and affordable housing is vital to a community's stability and growth. Increasing the amount of affordable housing to help sustain its year-round residents is a goal of the Town. Chapter 8 Housing with the primary goal of creating more affordable housing. Objective 1.2 Encourage the development of new, diversified housing to help meet the needs of current year-round residents, including senior citizens, and local workers fully supports the proposed action. Further the Southold Stakeholders created the following vision for Southold hamlet. Maintain and enhance our community's "sense of place" and our residential, rural, and historic character by encouraging mixed, small-scale, commercial and residential development in our hamlet center; maintaining the viability of our Main Street as a business district for local entrepreneurs; promoting diverse housing types in our HALO zone (aka the Hamlet Locus Zone, an area surrounding and including the hamlet centers); and ensuring that density within these two districts is carefully balanced with the preservation offarmland and open space outside their boundaries (Southold Comprehensive Plan 2020, Land Use and Zoning Chapter Page 49.) The proposed action is located within the Southold Hamlet Center on a Hamlet Business zoned parcel with pedestrian infrastructure and close proximity to public transportation and commercial businesses that could provide jobs for tenants. Further,the action was recommended as Consistent with the Town of Southold Local Waterfront Revitalization Program Policies in an October 28, 2024 memorandum. Adverse impacts of the proposed action on the consistency of community plans are expected to be low. Consistency with Community Character The character of the community is established by surrounding, existing commercial and residential uses with historic features. The architecture of the proposed buildings is not discordant with existing community character, however,the use of historic elements in design is encouraged to retain the character of the Hamlet Center. The 6 affordable units could house school-aged children who would attend Southold Union Free School District. The adverse impact on schools is expected to be low. 6 The Southold Volunteer Fire Department and Southold Police Department service the area. Although demand for fire and police services will increase from the proposal on a periodic basis, the increase in services is not expected to be moderate to large. The proposal is not significantly inconsistent with the community character of the area. Based upon such, no significant adverse environmental impacts are expected to occur should the project be implemented as planned. For Further Information: Contact Person: Mark Terry, AICP, Assistant Town Planning Director Address: Southold Town Planning Board Telephone Number: 631-765-1938 7 A e:n2 Use Only llfApplicabte� Project` 'WB Apartments Date ecember 2,2024 Full Environmental Assessment Form Part 3-Evaluation of the Magnitude and Importance of Project Impacts and Determination of Significance Part 3 provides the reasons in support of the determination of significance. The lead agency must complete Part 3 for every question in Part 2 where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. Based on the analysis in Part 3,the lead agency must decide whether to require an environmental impact statement to further assess the proposed action or whether available information is sufficient for the lead agency to conclude that the proposed action will not have a significant adverse environmental impact. By completing the certification on the next page,the lead agency can complete its determination of significance. Reasons Supporting This Determination: To complete this section: • Identify the impact based on the Part 2 responses and describe its magnitude. Magnitude considers factors such as severity, size or extent of an impact. • Assess the importance of the impact. Importance relates to the geographic scope,duration,probability of the impact occurring,number of people affected by the impact and any additional environmental consequences if the impact were to occur. • The assessment should take into consideration any design element or project changes. • Repeat this process for each Part 2 question where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. • Provide the reason(s)why the impact may,or will not,result in a significant adverse environmental impact • For Conditional Negative Declarations identify the specific condition(s)imposed that will modify the proposed action so that no significant adverse environmental impacts will result. • Attach additional sheets,as needed. See report titled: State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significance and dated December 2,2024 Determination of Significance-Type 1 and Unlisted Actions SEQR Status: ❑ Type 1 ❑✓ Unlisted Identify portions of EAF completed for this Project: ❑✓ Part 1 ❑✓ Part 2 ✓❑Part 3 ..... .w._.._.._.._.._._.._.w.www.._-.._.wwww_._._._._....www_._..__..._ . FEAF 2019 Upon review of the information recorded on this EAF,as noted,plus this additional support information S c a srt Crtt c9 t to l avi onmgstC l �rality gyie r I d3A1rlY C? RF TI JN_ Natir at Determin ¢a rr„9,can-aignl q4 ce��un..dated D c Mn er 2 1024 and considering both the magnitude and importance of each identified potential impact, it is the conclusion of the The Southold Planning Board .as lead agency that: Q✓ A. This project will result in no significant adverse impacts on the environment,and,therefore,an environmental impact statement need not be prepared. Accordingly,this negative declaration is issued. ❑ B. Although this project could have a significant adverse impact on the environment,that impact will be avoided or substantially mitigated because of the following conditions which will be required by the lead agency: There will,therefore,be no significant adverse impacts from the project as conditioned,and,therefore,this conditioned negative declaration is issued. A conditioned negative declaration may be used only for UNLISTED actions(see 6 NYCRR 617.7(d)). ❑ C. This Project may result in one or more significant adverse impacts on the environment,and an environmental impact statement must be prepared to further assess the impact(s)and possible mitigation and to explore alternatives to avoid or reduce those impacts. Accordingly,this positive declaration is issued. Name of Action: SMB Apartments Name of Lead Agency: Southold Town Planning Board Name of Responsible Officer in Lead Agency: James H.Rich III,Chairman Title of Responsible Officer: Same Signature of Responsible Officer in Lead Agency Date: December 2,2024 Signature of Preparer(if different from Responsible Officer ,,.� Date: December 2,2024 For Further Information: Contact Person:Mark Terry,AICP,Assistant Town Planning Director Address: P.O.Box 1179,53095 Main Road,Southold,NY 11971 Telephone Number:631-765-1938 E-mail:Mark.Terry@town.southold.ny.us For Type 1 Actions and Conditioned Negative Declarations,a copy of this Notice is sent to: Chief Executive Officer of the political subdivision in which the action will be principally located(e.g.,Town/City/Village of) Other involved agencies(if any) Applicant(if any) Environmental Notice Bulletin: Ittp:/L%K c) ny,;&Ly enb/enb.htm1 PRINT FULL FORM Page 2 of 2 ALBERT J. KRUPSKI, JR. � �� ���� MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 Fax w (631) 765—9015 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Mara Cerezo December 2, 2024 Planner Southold Town Planning Department ° 54375 Main Road R,E C E V I Southold, New York 11971 Re: SMB Apartments SCTM#: 1000—063. —03—26 , �Cr�n�a) ��P r.nn P�oar Pl anning Dear Ms. Cerezo: a...._..._.. ...._.. ...�.. .n.mm.. ._._..... As per a request from your office, I have reviewed Sheets 1-4 of the Site Plan for 56025 Route 25 prepared by Eric M. Hanninen, P.E., dated January 30, 2024, last revised July 18, 2024. Please have the applicant submit revised plans that address the following: 1. Please note that if either of the two curb cuts on State Route 25 are to be modified as part of this project, the applicant must first obtain a permit from the New York State Department of Transportation (NYSDOT). 2. As submitted, the plans provide drainage calculations in the aggregate for the site. Please revise the drainage plans to clearly delineate the location and extent of each stormwater catchment area and provide calculations for each catchment area. Label and identify surface flow lines in addition to stormwater piping to demonstrate how runoff will be collected and conveyed to each drainage system. 3. Revise the Typical Pavement Section to state that if Recycled Concrete Aggregate (RCA) is to be utilized it must be NYSDOT Specification RCA. 4. The final plans must show the location of and details for all erosion and sediment controls including, but not limited to, the construction entrance, silt fencing, concrete washout area and soil stockpile areas. If you have any questions regarding this review, please contact my office. Sincerely, 4&1t-` Michael M. Collins, P.E. Town Engineer Elizabeth Thompson, R.A. Chairperson 1FQ Town Hall Annex Anne Surchin, R.A. 54375 Route 25 Reynolds duPont, Jr. PO Box 1179 Ronald McGreevy Southold,NY 11971 Umberto Fasolino ` ,," Fax(631)765-6641 Meryl Kramer, AIA, LEED AP Telephone: (631)765-1892 Jim Fredriksson www.southoldtownny.gov Frank Buonaiuto Sv16rl- TOWN OF SOUTHOLD RECEIVED Jw!`'��'�.. c ARCHITECTURAL REVIEW COMMITTEE MINUTES THURSDAY,NOVEMBER 7, 2024 at 4:OOPM NOV2 024 TOWN HALL ANNEX CONFERENCE ROOM AND VIA ZOOM BASED WEBINAR o��18 �� i, .... Planning Board Members Present: Elizabeth Thompson, Chairperson;Ron McGreevy; Meryl Kramer; Frank Buonaiuto;Town Planner Mara Cerezo, and Elizabeth Cantrell,Secretary were present. The minutes for the meeting of June 6,2024 were approved. Introduction: All applicants will give a presentation consisting of drawings, exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes, and be made part of the Planning file for that application. The Planning Board will consider these recommendations, together with all comments from other agencies, and provide the applicant with a comprehensive written list of its requested revisions. New Site Plan Application: SMB APARTMENTS SCTM#: 1000-63-3-26 This proposed creation of a 7,061 sq.ft. multiple dwelling unit on a 68,901 sq.ft. parcel with an existing two-story mixed-use building (with retain use on the first floor and two apartments on the second floor),in the Hamlet Business "HB" Zoning District. Mark Schill,Owner, Ken Gervin,Architect, and Patricia Moore,Esq. presented the proposed site plan and design drawings for the Committee's review. Following the presentation,the Committee members discussed the project with the applicant and have the following recommendations: It is recommended that exterior private spaces be located at the rear (east) side of each unit,separated from each neighbor by minimum 4 ft high fence. The Architectural Review Committee recommends the elimination of the vertical"Siding C" on rear (east) facade and replacing it with the "Certainteed Cedar Impressions" currently specified for the other facades. Page 1 of 2 Consider shed dormers for the two entry roofs that do not tie into gable ends. To increase light and ventilation for the habitable space, the Architectural Review Committee recommends doubling bedroom and living room windows and adding a full pane glass door to a rear private garden for each unit.The end units have the opportunity for additional single windows facing north and south. At the presenting Architect's invitation,see attachment for suggested plan revisions. For additional interior light, the Architectural Review Committee recommends deleting window grilles to become 1/1 double hung. Finish materials as proposed are acceptable with the exception of Siding C . ARC recommends that the color of each of the gable ends match the fagade below them. Lightology exterior lighting fixture"type E" is approved. Motion made and seconded. All Ayes. Elie eth Cantrell, A.R.C.Secretary Page 2 of 2 ku.. ..........................�.... .u���...�......,.�,....., ........ ......w,....W....,-t V cn Imp � 3 �w N m CT ❑ �'.ey � 9° w w T w 9 qF k p m '1� � k I u ll .ry LAW OFFICE OF PATRICIA C. MOOR � �o. :. ..�.�.�.�.....�. C 51020 MAIN ROADRECEIV , SOUTHOLD NY 11971 .�.... 631.765.4330 lad:(; 0 2 2024 ___ ouwufdiu6l-1 1 crwn Narirnur,)g IBoard MEMORANDUM ��� � TO: PLANNING BOARD FROM. PATRICIA C.MOORE BY:MM) _ _ SUBJECT: Posting Affidavit- SMB RE SERVICE APARTMENTS sctm: 1000-63.-3-26 DATE: December 2, 2024 CC: COMMENT: Enclosed please find: 1. Affidavit of Posting .............. ............ --------- 2. Photo of Posted Sign 3. Green Return Slips A ppppppppW �................ .._� ......... . ..�................... ........... ................................. ........ 0 0 •Complete items 1,2,and 3. A.Sign ,�n ure X • Print your name and address on the reverse ❑0 Agent so that we can return the card to you. Addressee •Attach this card to the back of the maliplece, B.litec&ved by(Panted ftme)" C.Date of Delivery or on the front if space permits. 1.Artiofa Addressed to: D.Is delivery address different from item I? C3 Yes If YES,enter delivery address below: [3 No 1070 Boisseau Ave LLC PO Box 73 Orient, NY 11957 3. Service Type 13 Priority Mail Express® OAdutS nature a Registered 13 Certifiedg Ma Malir- 0 AZ t Slo ature 0 DRestictedDelivery lo Re istrd Mail Restricted ' i ogs 0 Certified Mall Restricted Delivery U Signature Conifirmatiorine 9590 9402 8996 4122 8626 47 ElColecto Delivery Ul Signature Cc firmation 2.Article Number(transfer from service taboo E]Col: n e o Delivery Restricted Delivery Restricted Delivery CY Insured Maki Restricted Delivery var SM r. Ps Form 3811,July 2020 PSN 7530-02-00D-9053 Domestic Return Receipt MIAMI= IN Complete items 1,2,and 3. A.Signature I(Al 13 Agent • Print your name and address on the reverse X 11 Addressee so that we can return the card to you. ' — •Attach this card to the back of the mallplece, B.Receiv d by(P.filed Name) C.Date of Delivery or !fie front if spaoo permits. __ I 1.Artkd&Addressed to: D.:sdefi address veryaddresdifferiouttrom item 1? Oyes f YES,enter delivery address below: 0 No "622 Church Lane LLC PO Box 961 Mattituck, NY 11952 3.Service Type 0 Priority Mail ExpreavO 0 Adult Signature 0 Registered Mai:- 0 Adult Sigtu Restricted Delivery EJ Registered Mal R.Wctad 0 Certified Mail roe Do very 9590 9402 8996 4122 8626 30 0 Certified Mall Ratticted DellvM 0 Signature Confirmation- 0 Collect on Cooney 0 Signature Confirmation 2.Article Number(Transfer from service label) 0 Collect an Ddhwy%Wftted Delivery Restricted Delivery U Insured Mall 13 Insured Mall Res efignie6dvery over'_so tistrot PS Form 3811,July 2020 PSN 7530.02-000-9053 ppi W&IReturn Receipt oil - is"ZON110V •Complete Items 1,2,and 3 A.Signatufgf is Print your name and address on the reverse X ant so that we can return the card to you. U Addresses It Attach this card to the back of the malipiece, %(P An-* C.D�of.70 Rec"Ir 11c _q,pri,the front if space permits. i.Article Addressed to: D.is dellvarry Is ifferent miternVIOWS It YES,enter delivery address below. E3 No Emily Cochran 65 Garden Court Southold, NY 11971 3.Service Type El Priority Mall Expffisso 13 Adult Signature 13 RegfiAered Mail"* U Adult[3 Cortfifiedig mail@ Snature Restricted Delivery 13 Wtmy orad Madf Rosidded 13 Certified Mail Restricted Delivery 0 Signature Confimudlont"^ 9590 9402 8996 4122 8625 86 11 Collect on De�!very C3 slanatwe Canfirmselon 2.Article Number(Transfer from service label) 0 Collect on Delivery Restricted Delivery Restricted Delivery, 0 Insured Mal 0 Irtsuawad Mall Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Racal *Complete items 1.2.and 3. A.Sign W *Print your name and address on the reverse E3 Agent so that We can return the card to you. *Attach this card to the back of the mallplece, B.VoluVed by(Print or on tie front if space permits. 1.Article Addressed to: D.Is delivery address different from item If YES,enter delivery address below: E3 No Second Half Productions Ltd 33 Davidson Lane E \r4est Islip,NY 11795 3. Service Type 10 PrIortly Mall EwrossO 0Adu�t StgnaturaRsellicted Delivery 0 Registered Mall- 13 Ad I Signature El Registered Mall Restricted! 0 cedulfied WHO Delivery 9590 9402 8996 4122 8625 55 El Certified Mall Restricted Delivery D'Sivasureconfintratiorine 13❑CoVed El an Delivery ❑Sonatureconfirmatron 2.Article Number(Transfer from service taboo 0 Collect on Delivery Restricted Delivery Restricted Dellven$ 0 Insured Mall 11 Insured MaU Restricted Delivery ovars • _ 1 . 1 t V,l m V r • • Complete items ,`V,and 3. A.Si at e • Print your name and address on the reverse X Agent so that we can return the card to you. ` 0 Addressee 8 Attach this card to the back of the mailpiece, S R el (P"t Name) C.Date of Delivery or on the front If space permits. >; w,�,�? 1.Article Addressed to: I ry adore t different from item l? ❑Y¢*s 1 YES,enter delivery address below: ❑No Stocken Dev I LLC OV 1 8, 183 Smithtown Boulevard Nesconset NY 11767 3. Service Type ❑Priority Mall Expresso II I I I II( I I'll I Il I II I I II I l I Il Il ❑Adult Signature O Registered Ma11TM ❑Adultletl Mnature Restricted Delivery p Rerta ed Mail Restricted Certali@9590 9402 8996 4122 8625 24 ry pp Coiled an^Deliveryctad Delivery o Siggnnato a consgimmaattion� 2.Article Number(Transfer from service label) ❑Coiled on Delivery Restricted Delivery Restricted Delivery ❑insured Mail ra In. red Mall Restricted Delivery auer$C PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt S , Complete items 1,2,and 3. A.Signat4by IN Print your name and address on the reverse X ❑Agent so that we can return the card to you. _ ❑Addressee Attach this card to the back of the mailpiece, B.R ,clurinted Name) C.Date of Delivery or on the front if space permits. 11 Artlni t Addressed to: D.Is delivery addressdiffarenttrttm item 1? ❑Yes If YES,enter delive y address below ❑No CACI Partners LLC C/O Anthony Cacioppo 282 Ryder Road Manhasset, NY 11030 3. Service Type p Priority Mail ExpressO ❑Adult Signature ❑Registered MaiiT^+ II I I I III III 1111 I 11111111111111111111111 ❑Certified Mai®Restricted Delivery p RDeegVe�ed Mali Restricted ❑codified Mail Restricted Delivery p Siglhnature Confirmation- _ 9590 9402 8996 4122$665 91 ❑Collect on Delivery p Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery ❑Insured Mail ❑insured Mail Restricted Delivery over Ssg Ps Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt o , U Complete items 1,2,and 3. A.Signature in Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ai Attach this card to the back of the mailpiece, B.Received by(Printed Name) C.Date of Delivery or on the front if space permits. 1.Article Addressed to: D.Is delivery address different from item 1? 0 Yes If YES,enter delivery address below; ❑No RWM Enterprises Inc PO Box 1408 Southold,NY 11971 3. 11 I I I II I I I III I l I I i l I l II II I l I) Service Type ❑Priority Mail Expre ss® pAdtSignat p Registered.Aduil Restricted Delivery ❑Do etryed Mail Restricted etl El Cefed Mai®rt ❑Certified Mai Restricted Delivery ❑Signature Cordlrmatlon- _ 6Q p Cooed on Delivery p Signature Confirmation 2 Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery ❑Insured Mail 0 insured Mral Restricted Del" .ate wer$50 PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Race It .. __....-.. .. _. � _ i I ray • "� e IT ■Complete items 1,2,and 3. A. • Print your name and address on the reverse X , r/ onf so that we can return the Card to you. Addressee r Attach this card to the bank of the mailpiece, B.R aecf by(Ponied Name) Ora of eivezy 1.Article Addressed to: D.Is delivery address different from item 1y+ or on the front ifs ace rmits. �. C]Ys" f— If YES,enter delivery address below: ❑No 700 Boisseau Ave Realty LLC C/O Arthur W Leudesdorf 700 Boisseau Ave Southold,NY 11971 1) 3. Service Type p Priority Mail Express® lI I! lI I I lI I l l(lI I it I Il l I I I ll II I l ll i p Adult Signature ❑Registered Mail e ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted lCertified Mail® Delivery 9590 9402 8996 4122$665 39 p Certified Mail Restricted Delivery ❑signature Confirmation- 0 Called on Delivery ❑Signature Confirmation 2.Article Number(Transfer from Service label) p Collect on Delivery Restricted Delivery Bestride every ❑Insured Mail p insured May Reptplilfazlar 'y oVar$i, vS P—RA11.tuiv 2npn pRN 7ssn-rn-firm-gnss Domestic Return Receipt ......................... •Complete items 1,2,and 3. A. I• lure Oft • Print your name and address on the reverse X so that we can return the card to you. ressee IS Attach this card to the back of the mallpiece, B.R. eived by(Printed Name) c "livery or on 0 �t e front if space permits. in fil 13 Yes 1.Article Addressed to: D.Is delivery address diff from Item If YES,enter delivery address below: [3 No Julia Earley 115 Hobart Road S -i� Re'alved by Name, D.I.delivery address difford t Southold, NY 11971 3,Service Type El Priority Mail ExpressO 11 Adult Signature Ell Registered Mail- 0 Adult Signature Restricted Delivery iose istated Mail Restrictaid 0 Certified Malle tive y 0 Certified Mal of C.ficef.a I&I Restricted Delivery ❑Signature Ciarlmnall.a- 9590 9402 8996 4122 8626 23 livery 0 Signature Confirmation 2.Article Number Monster from service label) n Collect on Delivery Restricted Delivery Restricted Delivery 13 Insured Mail Ef Insured MaTI 1- Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9D53 Domestic Return Receipt ----------- MEMl •Complete items 1,2,and 3. A.Signature El Agent • Print your name and address on the reverse X El Addresses so that we can return the card to you. •Attach this card to the back of the mallplece, B.Received by(Printed Name) C.Date of Delivery or on the front if space permits 1..Article Addressed to: D.Is delivery address different from item 1? 13 Yes If YES,enter delivery address below: 0 No Mullen Realty LP PO Box 1408 Southold,NY 11971 3. Service Type 0 Priority Mail Express& EIAduftSgn re 11 Registered Maill- 0 Adult S:gria'lure Restricted Delivery 0Fle;istered Mail Restricted 0 Certified Maiie Delivery 9590 9402 8996 4122 8625 48 0 Certified Mai Restricted Delivery U Signature Confirmation- 0 Collect on Delivery CI Signature Confirmation 2.Article Number(Transfer from service label) 0 Collect on Delivery Restricted Delivery Restricted Delivery 0 Insured Mail 13(��Mail Restricted Delivery sg PS Form 3811,July 2020 PSN 7530-02-00D-9053 Domestic Return Receipt UOUVM 0111l A *Complete items 1,2,and 3. *Print your name and address so that we can return the can Phmd lee *Attach this card to the back c Nwis 441,6,51y, My or on the front if space permt— AddMe 0 Cullen Patrick Trust 300 Boisseau Ave Southold NY 11971 3. Service Type 0 Priority Mail ExpressO 11 Adult Signature 13 Registered Mail- 0 Adult Signature Restricted Delivery 0 d Mail Restricted 0 Certified MaN Sz,:,cm 0 C 9590 9402 8996 4122 8625 79 Certified Mail Restricted Delivery 0 Signature Confirmatio n�.n ltect on Delivery 0 Signature Confirmat n 2.Article Number(Transfer from service label) 0 Collect on Delivery Restricted Delivery Restricted Delivery 0 Insured Mail 11 hmnocl Mail Restricted Delivery Wof$5 s Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt V all • •Complete items 1,2,and 3. A.Signature • Print your name and address on the reverse X 0 Agent so that we can return the card to you. 0 Addressee •Attach this card to the back of the mallplece, B.Received by(Printed Name) C.Date of Delivery or on the front if space permits. 1.Article Addressed to. D.:a delivery address different from Item 1? 0 Yes I YES,enter delivery address below: [3 No Mullen Realty LP PC Box 1408 Southold, NY 11971 3. Service Type 0 Priority Mail ExpressO E)Adult Signature El Registered Maill. 0 Ad Signature Restricted Delivery 13 Registered Mail Restricted 0 certified WHO Delivery 9590 9402 8996 4122 8626 09 El Certified Mail Restricted Delivery 0 Signature Confirmation- 0 Collect on Delivery0 Signature Confirmation 2.Article Number(Transfer from service kbell 0 Collect on Delivery Restricted Delivery Restricted Delivery 0 Insured Mail 0 Insured Restricted Delivery PR I:—'AAi1 .I.du,jninDcni7aqn-n�nnn-nncn 0,000- --- I--- r �s' Il�will IMMUNION1151al fill Complete items 1,2,and& A.signalu Agent a Print your name and address on the reverse X 0 Addressee so that we can return the card to you. in Attach this card to the back of the mallpiece, B., eel ad D t of D Iveiry ---I or on the front if space permits. 7 , Q- 177� r 1.Article Addressed to: D.Is delivery address different from Item 11 [XV06 If YES,enter delivery address below: [3 No I'hornas McCarthy 4,3520 Rte 48 Southold,NY 11971 3. Service Type G Priority Mail Express® [3 11 A Cdeultr Sffied Ignature, El Regratered Maill"" 0 Ad it S g MallO nature Restricted Delivery 0 Rlsterad Mail Restricted u Vol 0 Cenffiad Mail Restricted Delivery OSIgnatureCo nfirmati n- 9590 9402 8996 4122 8625 17 0 collect on Delivery 0 Sign-re Canfirmatlon 2.Article Number(Transfer from service label) 0 Collect an Delivery Restricted Delivery Restricted Delivery 0 Insured Man 0 instead Mail Restricted Delivery a of Voy$0 PS Form 3811,juiy 2020 PSN 7630-02-000-9053 Domestic Return Receipt A G 'Dial as 1,2,and 3. A•S#ma fre a items ,- 11 ""'V E3 Agent It Print your name and address on the reverse X.,X�, Cl.Addressee sa,lh j we can return the card to you. Received by(Printed Name) C.Date of Delivery 0 Attach this card to the back of the mailplece, S. permits. D.:s delivery address different from item 1? f YES,enter delivery address below: 0 No AAA—H tn: —Yes _D�.on the front if space Witzke Capital LLC PO Box 937 56215 Route 25 Southold, NY 11971 3. Service Type 0 P(,o(jty Mail Expms$Q 0 Adult Signature 0 Registered Maj�- 0 Adult Signal re Restricted Delivery 0 Ro2lstemd Mai Restricted 0 Certified Mail® De very El 0 rifted Mail Restricted Delivery 0 signature Confirmation*"' 9590 9402 8996 4122 8665 84 0 Collect on Delivery 11 signature confirmation 2. Article Number—(transfer 0 Collect on Delivery Restricted Delivery Restricted Delivery 0 Insured Mail Ej triquied KNO Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000.9053 Domestic Return Receipt a Complete items 1,2,and 3. gent Of Print your name and address on the reverse your so that we can return the card to you. Addressee r to t t lip C., f Delivery a Attach this card to the back of the mallplece, � ori or n the front If 7space permits. 1.Article Addressed to: D.Is 7deliveryaddrmemwdifferent from item e. If YES,enter delivery address below: 0 No Torrento Living Trust 11 56365 Route 25 Southold, NY 11971 1 3. Service Type 0 Priority Mail Express& 0 Adult S gnature 0 Registered Mai�- 0 Adult Signature Restricted Delivery 0 Registered Mai Restricted 0 Certified Mallet Delivery 0 Certified Mail C,De Restricted Delivery 0 Signature Confirmationri'i Sg 9590 9402 8996 4122 8665 53 0 Collect on livery nature Confirmation ---0 Collect on Delivery Restricted Delivery Restricted Delivery 2. Article Number(Transfer from service label) 0 Insured Mail OnnoW Mail Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt signature and 0 Agent f�airit your~ and,address,on the reverse X yelplm the card to you. Address 4aO Is Attach this+ to the back of the mailplece, Received by(Printed Name) C.Date of Delivery or on the front if space permits. IAticle Addressed to: D.Is delivery address different from item I? EJ Yes If YES,enter delivery address below: 0 No 120 Cottage Place LLC PO Box 1408 Southold,NY 11971 3. Service Type 0 Priority Mall ExpressO III I I iI III IIIII i IIIII I I III IIIIIIII 13 Adult Signature ri Registered Mailn'i 0 Certified to Restricted Delivery 0 Repistered Mall Restricted 0 Certified Malfilili De Way 0 Certified Mail Restricted Delivery n Signature Confirmation- 9590 9402 8996 4122 8626 16 []Co�ectonDel Delivery 0 Signature Confirmation 0 Collect an Delivery Restricted Delivery Restricted Delivery 2.Article Number(Transfer from service labs() Q Insured Mail El Insured Mail Restricted Delivery L over$500) PS—Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt • Print your name and address on the reverse X 0 Agent so that we can return the card to you. B.Received by(Printed Name) C.Date of Delivery , _Attach—this card_the back_the—_---. or on the front if space permits. I I.. irl,Addressed to. D.Is delivery address different from Item 1? 0 Yes, If YES,enter delivery address below: 0 No Mullen Realty LP PO Box 1408 Southold,NY 11971 3. Service Type [I Priority Mail Expresob 0 Adult Signature 0 Registered Mall- 0 Adult Signature Restricted Delivery El Registered Mail Restricterl 0 Certified Malo Delivery 0 Certified Mail Restricted Delivery 0 Signature Confl�rnat�onw 2.Article Number(Fransfer from service labe 0 Collect on Delivery Restricted Delivery Restricted Delivery 0 Insured Mall g1rPaWated Delivery, PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt •Print your name and address on the reverse so that we can return the card to you. 0 Addressee ]III Attach thigbard to the back of the mailpiece, a Is 0) C.Date of Delivery or on the front if space permits. 4322 Westphalia Road 3. Service Type I-.)Priority iall Expre 11 Adult Signature [3 Registered Mall- 0 Adult Signature Restricted Delivery 13 ReCtered 2.Article Number(Transfer from service label) 0 Collect on Defivery Restricted Delivery Re, 0 Ins red Mall El lnsUMd MaH Restricted Delivery he Ver _ -----—ms.—and 3. ;A.Signature iii�i�fiirrr ji/lld rliiri Old IA�G!��fU��OJ�iiiii lei 7111,100 h,m ✓���ir//�1�r raw//"rn,<v> 1i ti / ff k, �r "Caring 4 � m4Lo � Y+M YN4 LAW OFFICE OF PATRICIA C. MOORE 51020 MAIN ROAD EIVED SOUTHOLD NY 11971 L.. ._ 631.765.4330 VN O V ) 2024 . ° ca6d G�o-v"�'in Planning Board MEMORANDUM .�. TO; PLANNING BOARD ... ----------- . _ .--------------_--- FROM: PATRICIA C.MOORE(BY:MM) SUBJECT; Mailing Affidavit- SMB RE SERVICE APARTMENTS DATE: November 1`5 , 2024 CC; COMMENT: Enclosed Tease find: ......... -.—m—.w_. _ __ ____ �wwwwwwwwwwwwwwww gq� 1. Affidavit of Mailing 2. Postal Receipts 3. 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C/O Jonathan Tibett Ln tlM eC d Er st Mattituck, NY 11971 -; 95 Hopper Street Westbury,NY 11590 SMB RE Service INC Neighbor List 1070 Boisseau Ave LLC PO Box 73 9589 0710 5270 0290 2327 99 Orient, NY 11957 Julia Earley 115 Hobart Road 9589 0710 5270 0290 2328 12 Southold, NY 11971 120 Cottage Place LLC 9589 0710 5270 0290 2328 29 PO Box 1408 Southold, NY 11971 622 Church Lane LLC PO Box 961 9589 0710 5270 0290 2328 05 Mattituck, NY 11952 Mullen Realty LP PO Box 1408 9589 0710 5270 0290 2328 36 Southold, NY 11971 Carlisle Cochran PO Box534 9589 0710 5270 0290 2328 43 Southold, NY 11971 Emily Cochran 9589 0710 5270 0290 2328 50 65 Garden Court Southold,NY 11971 Cullen Patrick Trust 9589 0710 5270 0290 2328 67 300 Boisseau Ave Southold NY 11971 Mullen Realty LP PO Box 1408 9589 0710 5270 0290 2328 74 Southold, NY 11971 Second Half Productions Ltd 33 Davidson Lane E 9589 0710 5270 0290 2328 81 West Islip, NY 11795 Mullen Realty LP PO Box 1408 Southold, NY 11971 9589 0710 5270 0290 2328 9B Rockit Properties LLC 9589 0710 5270 0290 2329 04 4322 Westphalia Road Mattituck, NY 11971 Stocken Dev I LLC 183 Smithtown Boulevard 9589 0710 5270 0290 2329 11 Nesconset NY 11767 Thomas McCarthy 46520 Rte 48 9589 0710 5270 0290 2329 28 Southold, NY 11971 SMB RE Service Inc. 1050 Waterview Dr 9589 0710 5270 0290 2329 35 Southold, NY 11971 CACI Partners LLC C/O Anthony Cacioppo 282 Ryder Road 9589 0710 5270 0290 2329 42 Manhasset,NY 11030 Witzke Capital LLC PO Box 937 9589 0710 5270 0290 2329 59 56215 Route 25 Southold, NY 11971 NKK LLC 9589 0710 5270 0290 2329 66 44 Peacock Path Riverhead, NY 11901 RWM Enterprises Inc 9589 0710 5270 0290 2329 73 PO Box 1408 Southold, NY 11971 Torrento Living Trust 9589 0710 5270 0290 2329 80 56365 Route 25 Southold, NY 11971 Enclave Southold LLC C/O Jonathan Tibett 95 Hopper Street 9589 0710 5270 0290 2329 97 Westbury, NY 11590 700 Boisseau Ave Realty LLC C/O Arthur W Leudesdorf 9589 0710 5270 0290 2330 00 700 Boisseau Ave Southold, NY 11971 COUNTY OF SUFFOLK p k 6 EDWARD P.ROMAINE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE COMMISSIONER ELISA PICCA DEPUTY COMMISSIONER November 15, 2024 Sv bf' Town of Southold Planning Department 53095 Main Road — NN P.O. Box 1179 NOV Southold,NY 11971 Attn: Mara Cerezo ��i�1� hi Planning Board Dear Ms. Cerezow .........�.....�..��.a_.......�_ ....�.e.............�.. Pursuant to Section 2391&in of the General Municipal Law,the following site plan which has been submitted to the Suffolk County Planning Commission is considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Site Plan Address File No. SMB Apartments SCTM# 1000 06300 0300 026000 N/A Comment: 1. All new commercial buildings should be designed and constructed to reduce energy consumption and improve environmental quality. 2. Whenever possible commercial buildings should incorporate the use of renewable energy through utilization of rooftop solar, wind and/or geothermal systems; or a minimum be built solar ready. 3. The Applicant should be encouraged to incorporate green methodologies such as rain gardens,bioswales, etc. as described in the Suffolk County Planning Commission publication on Managing Stormwater-Natural Vegetation and Green Methodologies, into the proposed site drainage design as an additional tool to manage stormwater runoff. 4. On site pedestrian walkways should be provided to abutting roadways to enhance accessibility to nearby public bus transportation services. 5. New buildings should incorporate general design elements that promote public safety and universal design. 6. The Applicant should be encouraged to include a diversity of housing types,which include special needs populations and include as a goal the establishment of policies to end homelessness. 7. Twenty percent(20%) of the units proposed should be set aside for affordable housing purposes. Every attempt should be made when marketing workforce units to include individuals and their families with disabilities to promote independence and inclusive H.LEE DENNISON BLDG NM 100 VETERANS MEMORIAL HWY,2"d FI a P.O.BOX 6100 a HAUPPAUGE,NY 11788-0099 a(631)853-5191 communities. 8. Consistent with the Suffolk County Planning Commission's Guidebook's Specific Design Policies for applications in the vicinity of residentially zoned land,the subject property should be encumbered by appropriate operational restrictions to adequately protect nearby residences (i.e., limitations on lighting,hours of operation,truck deliveries, garbage pick-up, truck idling, trash compaction, etc.). NOTE: Does not constitute acceptance of any zoning action(s) associated therewith before any other local regulatory board. Very truly yours, By Christine DeSalvo Joseph E. Sanzano, Planning Director Division of Planning and Environment JES/cd H.LEE DENNISON BLDG a 100 VETERANS MEMORIAL HWY,2"d FI a P.O.BOX 6100■HAUPPAUGE,NY 11788-0099 0(631)853-5191 i OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION IZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM St/b� RECEIYED To: James H. Rich I1I Chair OCT Town of Southold Planning Board 28 2024From: Mark Terry,AICP,Assistant Town Planner Director S6tit i—ofd'10 W 6 LWRP Coordinator Punning Board Date: October 28, 2024 Re: SMB Apartments Location: 56025 Route 25, Southold,NY SCTM#: 1000-63-3-26 Zoning Districts—HB This proposed site plan is for the proposed construction of a 24'x 220'building divided into 6 single family dwellings,no less than 850 sq. ft. each, on a conforming 68,901 sq. ft. lot in the HB Zoning District. Construct a 24 ft x 220 ft building divided into six(6)single family dwellings, no less than 850 sq ft each on a conforming 68,901 sq ft lot in the HB District; proposed building length is 220 ft. Proposal is for three(3)affordable housing units and three(3)are market rate units. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,the proposed action is CONSISTENT with the LWRP,provided that the recommendations below are considered/required in the site plan approval. Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. The application requires a variance from the Zoning Board of Appeals to construct a 24 ft x 220 ft long building where 125 ft is allowed. A variance was granted in 2023. The building will be divided into six(6) single-family dwellings, no less than 850 sq ft each. Three (3) affordable housing units and three (3) market-rate units are proposed. The parcel has been historically cleared and improved with a mixed use commercial building. In the 1960s the parcel was farmed. The property is zoned Hamlet Business (HB). The purpose of the Hamlet Business (HB) District is to provide for business development in the hamlet central business areas, including retail, office and service uses, public and semipublic uses, as well as hotel and motel and multifamily residential development that will support and enhance the retail development and provide a focus for the hamlet area. The proposed multifamily development supports the purpose of the HB zoning district. Pedestrian infrastructure is adequate in front of the parcel, with a concrete sidewalk throughout the Southold Hamlet Center. Policy 2.2. Protect and preserve archaeological resources The parcel or structure is not identified as an area designated as sensitive for archeological sites on the NY State Historic Preservation Office(SHPO) archaeological site inventory (The NYS Cultural Resource Information System(CRIS)). The parcel is located within the Archeological Buffer Area. This layer represents buffer areas around recorded archaeological resources. Locations within these areas may not be archaeologically sensitive, and locations outside these areas may be archaeologically sensitive. Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. I The proposed building is located behind the existing commercial structure, will not be visible from NYS Route 25, and will not conflict with the surrounding character. E. Preserve existing vegetation and establish new indigenous vegetation to enhance scenic quality: It is recommended that the vegetation occurring along the property boundaries be preserved as landscaped buffers. Policy 5. Protect and improve water quality and supply in the Town of Southold. Two I/A Hydroaction Sanitary Systems are proposed to reduce the total nitrogen in the effluent. The systems will protect groundwater quality. The plans state that"automatic irrigation system or drip irrigation shall be provided for all proposed plantings and landscaped areas". Stormwater generated will be retained on-site pursuant to Chapter 236 Stormwater Management of the Southold Town Code. Suffolk County has developed and is implementing a plan to reduce the impacts of fertilizer on ground and surface water. The Suffolk County Legislature established a goal of reducing fertilization in residential areas by 10 to 25 percent, regardless of lot size and landscaped area, and passed Local Law 41-2007 in 2007 to reduce nitrogen pollution by reducing the use of fertilizer throughout the County (SCDHS). The following is recommended: a. Require the use of native, drought-tolerant plants in landscaping. b. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. c. Require a maximum of 1 lb. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1It and April 15t e. Prohibit the use of phosphorous containing lawn fertilizer unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Mara Cerezo, Planner OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �� fir, P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1939 Southold,NY www.southoldtovvnny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 8, 2024 Ms. Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: SEQRA Determination & Set Hearing Proposed Site Plan for SMB RE Service Apartments Located at 56025 Main Road, Southold SCTM#1000-63.-3-26 Zoning District: HB Dear Ms. Moore: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, October 7, 2024: WHEREAS, this site plan application is for the proposed creation of a 7,061-sq. ft. multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold„ and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted action as it does not meet the criteria for a Type I or Type II action; be it therefore RESOLVED„ that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, December 2, 2024 at 5:03 p.m. for a Public Hearing regarding the Site Plan entitled "56025 Route 25" prepared by Eric M. Hanninen, LPE., last revised July 18, 2024. SMB Apartments Page 2 October__8, 2024 The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Please return the Affidavit of Posting/Ma i lin included in the packet, along with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on Friday, November 1 2024. The sign and the post need to be returned to the Planning Board Office after the public hearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, )4.. H- � James H. Rich III Chairman Encls. Notice to Adjacent Property Owners SMB Apartments 5602 NYS Route 25, Southold SCTM#1000-63.-3-26 1. 1000- 63.-3-1.3 2. 1000- 62.-3-13 3. 1000- 63.-3-6 4. 1000- 63.-3-27.2 5. 1000-63.-3-8 6. 1000-63.-3-10 7. 1000-62.-3-22.2 8. 1000-63.-3-2 9. 1000-62.-3-9 10. 1000-62.-3-10.3 11. 1000-63.-3-5.3 12. 1000-62.-3-22.5 13. 1000-63.-3-9 14. 1000-63.-3-28.1 15. 1000-63.-3-13 16. 1000-62.-3-12 17. 1000-63.-3-7 18. 1000-62.-3-11 19. 1000-62.-3.-8 20. 1000-63.-3-26 21. 1000-63.-3-12 22. 1000-63.-3-15 63.-3-1.3 62.-3-9 62.-3-12 1070 Boisseau Ave LLC Julia Earley 120 Cottage Place LLC PO BOX 73 115 Hobart Rd PO BOX 1408 Orient,NY 11957 Southold,NY 11971 Southold,NY 11971 62.-3-13 62.-3-10.3 63.-3-7 622 Church Ln LLC Mullen Realty LP Carlisle Cochran PO BOX 961 PO BOX 1408 PO BOX 534 Mattituck,NY 11952 Southold,NY 11971 Southold,NY 11971 63.-3-6 63.-3-5.3 62.-3-11 Emily Cochran Cullen Patrick Trust Mullen Realty LP 65 Garden Ct 300 Boisseau Ave PO BOX 1408 Southold,NY 11971 Southold,NY 11971 Southold,NY 11971 63.-3-27.2 62.-3-22.5 62.-3-8 Second-Half Productions Ltd Mullen Realty LP Rockit Properties LLC 33 Davison Ln E PO BOX 1408 4322 Westphalia Rd West Islip,NY 11795 Southo➢d,NY 11971 Mattituck,NY 11952 63.-3-8 63.-3-9 63.-3-26 Stocken Dev I LLC Thomas McCarthy SMB RE Service Inc 183 Smithtown Blvd 46520 Route 48 1050 Waterview Dr Nesconset,NY 11767 Southold,NY 11971 Southold,NY 11971 63.-3-10 63.-3-28.1 63.-3-12 CACI Partners LLC Witzke Capital LLC NKK LLC C/O Anthony Cacioppo PO BOX 937 44 Peacock Path 282 Ryder Rd 56215 Route 25 PO BOX 937 Riverhead,NY 11901 Manhasset,NY 11030 Southold,NY 11971 62.-3-22.2 63.-3-13 63.-3-15 RWM Enterprises Inc Torrento Living Trt Enclave Southold LLC PO BOX 1408 56365 Route 25 c/o Jonathan Tibett Southold,NY 11971 Southold,NY 11971 95 Hopper St Westbury,NY 11590 63.-3-2 700 Boisseau Ave Rty LLC c/o Arthur W Leudesdorf 700 Boisseau Ave Southold,NY 11971 Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-63.-3-26; 3. That the property which is the subject of this application is located in the HB Zoning District; 4. This proposed site plan is for the proposed construction of a 24' x 220' building divided into 6 single family dwellings, no less than 850 sq. ft. each, on a conforming 68,901 sq. ft. lot in the HB Zoning District. 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd FI., Former Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet: 1. Go to the Town of Southold website www,southoldtowpp ov, 2. Click on Town Records Weblink/Laserfiche icon located on the home page, 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found in #2 above). Or by sending an e-mail message to: JessicaM southoldtownn ov; 6. That a public hearing will be held on the matter by the Planning Board on Monday, December 2, 2024 at 5:03 p.m. at the Southold Town Hall, Main Road, Southold and virtually via the Zoom online platform; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. It is not necessary to attend this hearing to participate. Written comments received prior to the public hearing date are acceptable. Written comments may be submitted via letter or email to: Jessical southoldtownn ov Petitioner/Owner Name: SMB Real Estate Services Inc. Date: 10/23/24 z xll � o a a „H ^ r �r 3 r t r2 4 � N s Y ^ , qq�� ti P " p ' F � � pf, P v) fp o w a , y ^ { � k n m � r u ,� ry � aw Hill e f v t N' If I II�I �I r� ' N d, r n .............. _ _ .. .___ ......... 0 Fp �� m, W i� m,. N �A (\\ qr yP L a � � gn F w t, l F P i e i �ror r" e k 4 i i f ' ik r ry 9 S �3 e a AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: SMB Real Estate Services Inc. Address: 56025 NYS Route 25, Southold Land Owner(if other than applicant): Land Owner Address: Description of Proposed Project: This proposed site plan is for the proposed construction of a 24' x 220' building divided into 6 single family dwellings, no less than 850 sq. ft. each, on a conforming 68,901 sq. ft. lot in the HB Zoning District. Property Location (road and tax map #): 46455 Route 48, Southold. SCTM#1000- 63.-3-26 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-63.-3-1.1: 1070 Boisseau Ave. LLC, 2412 National Drive, Brooklyn NY 11234 Attach a tax map or other map showing the site of the property where the project is proposed relatiye lz4he location of farm operations identified above. p cant/Agent Signature Date { aMM GC4 , 6' � r g e �4 n ' e ; r qq } e o 5 X P •xa q is X a`. a u ww i Vie.;. .. n � YP 4 d tzivd, n" t Nlvvq y A m w r , «,a,w ,nor, IJ E C EIVED PLANNING BOARD TOWN OF SOUTHOLD: NEW YORK DFLC 0 212024 _,.____-_- ---- ------ ---------_____------------- In the Matter of the Application of " ri yin ` ' "�� ��0a�7r.rr��r�r BoaC°a:I SMB RE SERVICE APARTMENTS AFFIDAVIT OF POSTING Regarding Posting of Sign Upon Applicant's Land Identified as 1000-63.-3-26 COUNTY OF SUFFOLK) STATE OF NEW YORK) I, Mark Schill, of Southold, New York, being duly sworn, depose and say that: On the 25 day of November, 2024, 1 personally placed the Town's official Poster, with the date of hearing and nature of the application noted thereon, securely upon the property, located ten (10) feet or closer from the street or right-of-way (driveway entrance) - facing the street or facing each street or right-of-way entrance*; and that hereby confirm that the Poster has remained in place for seven days prior to the date of the subject hearing date, which hearing date was shown to be _}yMYrx Q,8104at 15'•03 —a+ pm. Mark Schill Sworn to before me this _day of bEy 2024 AAA lift t ry Public MADISON MESSINA NOTARY PUBLIC,STATE OF NEW YORK Registraition No.01 ME6370536 Oudliffed In Suffolk Coin �11 commission ExpWes Febnwi S,BLS PLANNING BOARD TOWN OF SOUTHOLD: NEW YORK In the Matter of the Application of AFFIDAVIT SM13 RE SERVICE APARTMENTS OF MAILINGS SCTM Parcel #1000-63.-3-26 COUNTY OF SUFFOLK) STATE OF NEW YORK) I, MADISON MESSINA, residing at RIVERHEAD, New York, being duly sworn, depose and say that: On the 14th day of NOVEMBER, 2024, 1 personally mailed a true copy of the Notice set forth in the Planning Board Application, directed to each of the persons listed on the attached list at the addresses set below their respective names; that the addresses set below the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said notices were mailed at the United States Post Office at Riverhead, New York, that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Attached hereto is the white receipt post-marked by the Riverhead Post Office on said date. MADISON MESSIN Sworn to before me this �FJ day of NOVEMB,E 2024 otary Public) PATRICIA C MOORE NOTARY PUBLIC,STATE OF NEW YORK Registralion No.0IM04861668 oauaid9 ed in suffoik county My Commission Expires Jame 16, 7/18/24, 1:49 PM Town of Southold,NY Public Hearings, Notice of Town of Southold, NY Thursday, July 18, 2024 Chapter 55. Public Hearings, Notice of [HISTORY: Adopted by the Town Board of the Town of Southold 12-27-1995 by L.L. No. 25-1995. Amendments noted where applicable.] § 55-1 . Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-2003] Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date, place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested, posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property, nature of relief or approval involved, and date, time and place of hearing. The applicant, petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. § 55-2. Videoconferencing for public meetings. [Added 6-21-2022 by L.L. No. 6-20221 The Town Board of the Town of Southold hereby authorizes members of the Town Board and all members of the Town's public bodies to participate in meetings using videoconferencing technology in a manner consistent with Public Officers Law § 103-a and the Town's videoconferencing policy adopted by the Town Board. hops://ecode360.com/print/SO0452?guid=5157337 1/1 From: Cerezo, Mara Sent: Monday, October 21, 2024 3:08 PM To: Westermann, Caitlin Subject: FW: Case TBD SMB Apts (6 Units) 56025 NY25 Southold SCTM 1000063000300026000 P3. - Incoming Mail—Return Referral NYSDOT for SMB Apartments From:Tariq, Melik(DOT)<Melik.Tariq@dot.ny.gov> _.__.. _ Sent: Monday, October 21, 202412:25 PM Torn Planning Board To: Info@lslandWideEngineering.com; Hanninen@IslandWideEngineering.com Cc: Goodwin, Dan<dang@southoldtownny.gov>; Cerezo, Mara<marac@southoldtownny.gov>; Wagner,Amy(DOT) <Amy.Wagner@ dot.ny.gov>; Steiger, Eric (DOT)<Eric.Steiger@dot.ny.gov> Subject:Case TBD SMB Apts(6 Units) 56025 NY25 Southold SCTM 1000063000300026000 Good morning All, We received paper copy of this submission from the Town. Work proposed on a development that may impact the National Highway System, requires a Highway Work Permit from us. Based upon cursory review of plans, we offer following comments at this time: a. Clearly show and label all existing and proposed features along NY25 frontage e.g. property lines, sidewalk, curb, pavement markings, utilities, drainage structures and other appurtenances. Add applicable dimensions b. The 5 little arrows, showing some kind of offset distance, pointing north, along the highway boundary line, are confusing. Pls remove them. C. Label the distance between the curb and property line at appropriate intervals. Show the width of the sidewalk and snow storage strip. Regional policy calls for minimum 5' wide sidewalk. d. The proposed driveway cannot encroach the neighbor's property. Offset from the adjacent property should be no less than 5ft and be measured from the point where driveway flare meets the travel lane. See Note 1.A in figure 5A-3 of our `driveway policy' , IJQM h 5 .ppendix 5A. . e. Provide signage and pavement markings at the site driveways, (one way, stop, do not enter sign stop bar, etc.) f. As per Complete Streets Act, please provide a 5 ft wide, ADA compliant pedestrian connection between public sidewalk and all residential units in the proposed apartment building. Add pavement marking and ramps in the parking, where needed for connectivity. g. Some sidewalk flags have been raised by tree roots. Any sidewalk panels or connecting pavement that have settled with a greater than '/4" lip or crack over 1/2" wide shall be replaced to meet ADA requirements. h. Provide bicycle racks close to the building entrance. They should not obstruct the Pedestrian Accessible Route (PAR) to the building and be clearly visible to cyclists and the public. i. Provide landscaping plan with native plants. j. Provide Erosion and Sediment control plans in accordance with Standard Sheets 209. k. Show restoration details for features that may be disturbed due to contractor's operations e.g. pavement, curb, sidewalk, and pedestrian ramps. I. Provide drainage calculations and system detail to contain on site. 1 M. A Work Zone Traffic Control plan must be provided for work in the ROW, in accordance with National Manual of Uniform Traffic Control Devices (MUTCD) along with NYS Supplement. Use the latest standards updated on May 01, 2022. The plan must include a note: `All lanes must be open to traffic before 10 AM and after 3 PM. No lane closings are permitted on weekends or holidays. Nighttime lane closings will not be permitted without prior approval from the State Permit Inspector.' Show all work to comply with the ADA requirements, State specs and item numbers. Kindly submit permit application, 2g[gL33,pqf and revised plans for our review and processing. Property owner shall be Applicant 1. Contractor (when selected), can be Applicant 2. We need a paper and digital copy. Combined plans and application into one pdf file. (Plans on top, followed by the application). Any questions, pIs let me know. Thanks and regards M Tariq 631-952--6038 250 Veterans Mernwb� [-�q�w/ay Room 6AT 10 PEKnMs Gum..op I raffic Safety and W)bflfly f�auppaUge, NY 11788 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 From: Baylinson,Lester Sent: Thursday,October 17,2024 8:55 AM To: Cerezo,Mara Cc: Michaelis,Jessica Subject: SMB Apartments 56025 Route 25 TM#1000-63.-3-26 Good morning Mara,There are no open violations on this parcel. Have a Good Day ! S V ®RECEIVED....... ..... CT 11 Planning Board G3 . - 3 - 2-40 OFFICE LOCATION: ARAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 �� Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone:631 765-1938 Southold,NY www.southoldtownny.gov COO PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services Office of Ecology Cc: SCDHS Office of Wastewater Management From: Mara Cerezo, Planner Date: October 16, 2024 RE: Proposed Site Plan Application Review— SMB Apartments • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency as part of the coordinated review under Article 8 (State Environmental Quality Review Act - SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. SMB Apartments — Page 2—October 16, 2024 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Project Name: SMB Apartments Address: 56025 Route 25, Southold Tax Map #: 1000-63.-3-26 Requested Action: This site plan is for the proposed creation of a 7,061-sq. ft. multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Mara Cerezo, Planner (631) 765-1938 Enclosures: « Site Plan Application Form • Site Plan(s) • Full EAF 2 OFFICE LOCATION: NLAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone:631 765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE OWN OF SOUTHOLD G._..� , ,.. w ._ . T OCT 1. 112024 MEMORANDUM L._Plannhng Board To: Lester Baylinson, Ordinanc�ee Inspector From: Mara Cerezo, Planner G/ Y L K d�J Date: October 16, 2024 Re: Proposed Site Plan for SMB Apartments 56025 Route 25, ±325' e/o Boisseau Avenue and NY-25, Southold SCTM#1000-63.-3-26 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This site plan is for the proposed creation of a 7,061-sq. ft. multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold. Thank you for your time and cooperation, Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-63.-3-26 OFFICE LOCATION: AL41L NG ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 ��� a Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone:631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Thompson, Chairperson Southold Town Architectural Review Committee From: Mara Cerezo, Planner q(t Date: October 16, 2024 Re: Proposed Site Plan for SMB Apartments 56025 Route 25, ±325' e/o Boisseau Avenue and NY-25, Southold SCTM#1000-63.-3-26 The Planning Board refers this Site Plan Application to your committee for your review and comments. This site plan is for the proposed creation of a 7,061-sq. ft. multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold. Thank you. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-63.-3-26 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 � "� a Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Southold,NY Telephone:631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Water Authority (SCWA) From: Mara Cerezo, Planner q1PC.- Date: October 16, 2024 RE: Proposed Site Plan Application Review— SMB Apartments • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency as part of the coordinated review under Article 8 (State Environmental Quality Review Act - SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. SMB Apartments— Page 2 —October 16, 2024 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action.. ( ) Other (see comments below) Comments: Project Name: SMB Apartments Address: 56025 Route 25, Southold Tax Map #: 1000-63.-3-26 Requested Action: This site plan is for the proposed creation of a 7,061-sq. ft. multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Mara Cerezo, Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Full EAF 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 �� , A , µr Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone: 631 765-1938 Southold,NY www.southoldtowuny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: New York State Department of Environmental Conservation From: Mara Cerezo, Planner G/ Y Date: October 16, 2024 Re: Proposed Site Plan Application Review— SMB Apartments • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency as part of the coordinated review under Article 8 (State Environmental Quality Review Act -SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. SMB Apartments— Page 2 — October 16, 2024 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Project Name: SMB Apartments Address: 56025 Route 25, Southold Tax Map #: 1000-63.-3-26 Requested Action: This site plan is for the proposed creation of a 7,061-sq. ft. multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Mara Cerezo, Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Full EAF 2 OFFICE LOCATION: . AL&IIJ7NG ADDRESS: Town Hall Annex * P.O.Box 1179 54375 State Route 25 �" Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold,NY www.southoldtownny.gov X , PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 16, 2024 Mr. Melik Tariq NYS Department of Transportation 250 Veterans Memorial Highway Hauppauge, NY 11788 Re; Proposed Site Plan Application Review for SMB Apartments 56025 Route 25, ±325' e/o Boisseau Avenue and NY-25, Southold SCTM#1000-63.-3-26 Zoning District: HB — Hamlet Business Dear Mr. Tariq: The purpose of this request is to seek comments from your agency as part of the coordinated review under Article 8 (State Environmental Quality Review Act - SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. SMB Apartments— Page 2—October 16, 2024 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Project Name: SMB Apartments Address: 56025 Route 25, Southold Tax Map #: 1000-63.-3-26 Requested Action: This site plan is for the proposed creation of a 7,061-sq. ft. multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold. SEORA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Mara Cerezo, Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Full EAF If there are any questions, you can contact us at (631)765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully„ z_;/zWez 62' Mara Cerezo Planner OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) ' Southold,NY Telephone:631 765-1938 www.southoldtownuy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission From: Mara Cerezo, Planner Date: October 16, 2024 RE: Proposed Site Plan Application Review— SMB Apartments + Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency as part of the coordinated review under Article 8 (State Environmental Quality Review Act - SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. SMB Apartment — Page 2 —October 16, 2024 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Project Name: SMB Apartments Address: 56025 Route 25, Southold Tax Map #: 1000-63.-3-26 Requested Action: This site plan is for the proposed creation of a 7,061-sq. ft. multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold. SEQRA Classification: ( ) Type I ( ) Type 11 (X) Unlisted Contact Person: Mara Cerezo, Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Full EAF 2 Appendix A- County Referral For Appendix A—Suffolk County Planning Commission Guidebook Suffolk •unty Planning Commission Submission Cover Form For Planning and Zoning Referrals Municipality: Sguthold Town Hamlet: Southold Local Case Number: District: 1000 Section:6_ Block:_a Lot:I& Local Meeting Date: Application/Action Name: SMO AoartmenJ2 Public Hearing: Yes No of rr n+ n f er° I "�E- g� m" Draft EIS Positive Declaration µ•nrrrnBoard or Commiss EAF Final EIS Negative Declaration ..xp5n>won Lead Agency Zoning Board of Appeals Findings Town Board/Village Board of Modification Draft Scope Trustees Brief description of application or proposed action: This site plan is for the proposed creation of a 7,061-sq. ft. multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zonin District, Southold. Type of Action Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of: • A municipal boundary; • The boundary of any existing or proposed county, state,or federal park or other recreation area; The right-of-way of any existing or proposed county or state road; An existing or proposed county drainage channel line; • The Atlantic Ocean, Long Island Sound, any bay in Suffolk County or estuary of any of the foregoing bodies of water, • The boundary of county, state,or federally owned land held or to be held for govemmental use; • The boundary of a farm located in an agricultural district. Comprehensive Plan (Adoption or Amendment) Subdivision Zoning Ordinance or Map (Adoption or Amendment) Use Variance Code Amendment Area Variance Official Map Special Use Permit/Exception/Conditional Use Moratorium Site Plan q Note:The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission. The provisions of GML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements. Additional Application Information • Action Previously Referred to Suffolk County Planning Commission Yes No 4(If yes, Date ) • Adjacent Municipality Notified (see NYS GML 239 nn) Yes No N/A • Located Within Long Island Pine Barrens Zone Yes No • Workforce/Affordable Housing Yes No N/A • Energy Efficiency Yes No N/A • Zoning Board of Appeals Approval Yes No N/A • Suffolk County Department of Health Approval/Comments Yes No N/A New York State Dept.of Environmental Conservation Approval/Comments Yes No N/A • New York State/Suffolk County Dept.of Public Works Approval/Comments Yes No N/A • Suffolk County Sanitary Code Article 6,Groundwater Management Zone- 1 II III IV V A VII VIII Contact Information Municipality: Town of Southold Department/Agency: Planning De artment Contact Name: Mara Cerezo Phone Number: 631-766-1938 Email Address:rnara„cereZ town.southold.n .us Applicant: SMB A artments Contact Name: Patricia C.Moore,Esq. Applicant Address: 6102R Main Road Southold NY' §31 ?66.4330, pcmoott@Mooreallys.com OFFICE LOCATION: 11L41LING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) + Southold,NY Telephone:631 765-1938 www.southoldtovvnny.gov PI.A;', NING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Mara Cerezo, Planner C" Date: October 16, 2024 Re: Proposed Site Plan for SMB Apartments 56025 Route 25, ±325' e/o Boisseau Avenue and NY-25, Southold SCTM#1000-63.-3-26 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This site plan is for the proposed creation of a 7,061-sq. ft. multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold. Thank you for your cooperation, OFFICE LOCATION: µ AIAIL NG ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 y Southold,NY 11971 (cor. Main Rd.&Youngs Ave.) Southold,NY Telephone:631 765-1938 www.southoldtownny.gov ips PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinances Inspector From: Mara Cerezo, Planner GI Y Date: October 16, 2024 Re: Proposed Site Plan for SMB Apartments 56025 Route 25, ±325' e/o Boisseau Avenue and NY-25, Southold SCTM#1000-63.-3-26 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This site plan is for the proposed creation of a 7,061-sq. ft. multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold. Thank you for your time and cooperation. Laserfiche: Planning, Applications; Site Plans, Pending, SCTM#l000-63.-3-26 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 ��� Southold,NY 11971 (cor. Main Rd.&Youngs Ave.) Southold,NY � Telephone:631 765-1938 vvww.southol dtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To. Michael J. Verity, Acting Fire Marshal From- Mara Cerezo, Planner Date: October 16, 2024 Re: Proposed Site Plan for SMB Apartments 56025 Route 25, ±325' e/o Boisseau Avenue and NY-25, Southold SCTM#1000-63.-3-26 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This site plan is for the proposed creation of a 7,061-sq. ft. multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold. Thank you for your time and cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-63.-3-26 OFFICE LOCATION: ARAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 ��� Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone:631 765-1938 Southold,IVY www.southoldtownny.gov - PLANNING 1' ING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Albert J. Krupski Jr., Supervisor Members of the Town Board Denis Noncarrow, Town Clerk cc: Paul DeChance, Town Attorney From: Mara Cerezo, Planner L' Date: October 16, 2024 Re: Site Plan Application Review— SMB Apartments • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency, and also to determine lead agency and coordinate review under Article 8 (State Environmental Quality Review Act-SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Project Name: SMB Apartments Address: 56025 Route 25, Southold Tax Map #: 1000-63.-3-26 Requested Action: This site plan is for the proposed creation of a 7,061-sq. ft. multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Mara Cerezo, Planner (631) 765-1938 Directions to view entire application online: 1. Southold Town Website: ,http;//www.sou hio .to �i p ! 2. Click on Town Records (Weblink/Laserfiche) 3. Navigate to the folder: Planning/Applications/ Site Plans / Pending / 1000-63.-3-26 OFFICE LOCATION: ALAIL NG ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 �� Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone:631 765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Permits Examiner From: Mara Cerezo, Planner Date: October 16, 2024 Re: Proposed Site Plan for SMB Apartments 56025 Route 25, ±325' e/o Boisseau Avenue and NY-25, Southold SCTM#1000-63.-3-26 The Planning Board refers this site plan to you for your information, comments, review, and certification, if applicable. This site plan is for the proposed creation of a 7,061-sq. ft. multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold. Thank you for your time and cooperation. Encls: Site Plan Site Plan Application OFFICE LOCATION: MAHJ NG ADDRESS: Town Hall Annex ` P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Southold,NY Telephone:631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Mara Cerezo, Planner qA� Date: October 16, 2024 Re: Proposed Site Plan for SMB Apartments Application Name: SMB Apartments Tax Map Number: 1000-63.-3-26 Location: 56025 Route 25, Southold Type of Application: Sketch Subdivision Map Dated: Preliminary Subdivision Map Dated: Final Subdivision Map Dated: Road Profiles Dated: Grading and Drainage Plans Dated: Other Dated: Site Plan Dated: 7118/24 Revised Site Plan Dated: Grading and Drainage Plans Dated: Other (AS BUILT) Dated: Proiect Description: This site plan is for the proposed creation of a 7,061-sq. ft. multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold. Thank you for your time and cooperation. JAC) �. rir�t _.......­..._ ... ....- caati row--'' Planning Board Southold Town Clerk PPLICA TION FOR EXI SFER Or' SANITARY ITARY FLOW CREDITS APPLICATION NAME: S -F-, (Name under which application shall be known) SUFFOLK COUNTY TAX MAP NO.: 1000 -_O 3 .0 D - 3 _ District Block Lot A. SUBMISSION INFORMATION: Application is hereby made to the Southold Town Board for the transfer of a sanitary flow credit pursuant to Chapter 87 of the Town Code. B. GENERAL INFORMATION: 1. Name Of Applicant(s): i t ` Address: VieW dYl4e_ Telephone No. . If the applicant does not own the property or is a contract vendee,prepare the endorsement at the end of this form establishing owner's authorization of the applicant's request. / 2. Is the applicant a contract vendee? Yes No 3. Is the applicant a corporation or partnership? Yes No If yes, give the name and title of the responsible officer: Name: Title: YeSI Address: if different) Telephone No.: - 2 - SVA3 Re01 10 k SeYv'+yes ihC. 3. Landowner(s): "fide: ' i 't91 Address: It Telephone No.: - PROJECT DESCRIPTION: Multifamily dwelling The owner wishes to build three (3) affordable/work force housing units at the rear of the property. The proposed size of the dwelling units will provide housing for families. As a small businessman, the owner is finding that his employees cannot find places to live in Southold Town. The owner is proposing 6 dwelling units, three designated affordable,with 3 sanitary credits from the Town Board. The parcel is zoned HB. It is 91.17 in width and 698.35 in length. The Dwellings are located behind the mixed use building on Main Road and are not visible from the Main Road 4. Name of Attorney, or Agent authorized to represent the property owner and/or applicant: Name: Y1 Title: Name of Firm: F, Address: 6JU20 Mnin 11 Telephone No.: - - 5. All communications with regard to this application shall be addressed to the following person until further notice: Name: Title: P Y 61 d co t Address: fl Telephone No.: ! i h-`2q- 4 no C. SITE/PROJECT DATA: 1. Location of Property 2. Existing zoning district(s) H�R Special Overlay District(s), if applicable 3. Lot area: (00OL-si sq. ft or acres ) YeS 4. Existing: Building Area 2 282 sq. ft. Lot coverage_J3_,5 b do 'PyOosed l obl sr- 5. Please attach a detailed typewritten description of the project,the proposed use and operation thereof, including a detailed explanation of the design concept,the reason for the particular design, objective of the developer or project sponsor,why the credit is needed. / 6. Does property have an existing cesspool and/or septic tank? J Yes No 7. School District U%, �$ 8. An appropriate Environmental Assessment Form(EAF)must be attached. All Unlisted and Type I Actions require either a Short or Full EAF to be prepared. D. I hereby depose and certify that all of the above statements of information, and all statements And information contained in the supporting documents and drawings attached hereto are true and correct. APPLICANT'S SIGNATURE Sworn before me this � day of 8 C ,20 23 KYLEE S DEFRESE 4UarX�R�P 1BL1 NOTARY PUBLIC-STATE OF N9W YORK No.01DEG.420156 Qualified in Suitolk i6dnty MY Commission Expires 08-"26 E. APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose of this form is to provide information which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: .wwwwww_. �w_. w _....... ._�w_.. .. ! �.. �_. ._ .. rc (Last name,first name,middle initial,unless you are applying in the name o someone else or other entity, such as a company. If so, indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply) Tax grievance �.. Building ........ Variance Trustee _„ mm W�._._................... Change of Zone .... Coastal Erasion Approval of plat _._..�_._Me_ _ Mooring Exemption from plat or Planning official map Other (If"Other", name the activity) ww ,_. ___........... Do you personally(or through your company, spouse, sibling,parent, or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage, or business interest. `Business interest"means a business, including a partnership, in which the Town officer or employee has even a partial ownership of(or employment by) a corporation in which the Town officer or employee owns more than 5% of the shares. YES NO If you answered"YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person_.wwww_____.............. Describe the relationship between yourself(the applicant/agent/representative) and the Town officer or employee. Either check the appropriate line A)through D) and/or describe in the space provided. The Town officer or employee or his or her spouse, sibling,parent, or child is(check all that apply): the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C) an officer, director,partner, or employee of the applicant; or D)the actual applicant. DESCRIPTION OF RELATIONSHIP ................... .......................................... ..................... ......... ... ....................... ............-------- Submitted this JOU day of_u w 1-o e,7 .3 Signature --—------- Print Name M 6v ................... PAjY7 C(A C 12100r-e- AUTHORIZATION (where the Applicant is not the Owner) ( .a (C I,�_w .... ........ .. ._ .._.......�w.w.residing at. .w� ..... � '� .......�� :w . _ . .......do hereby authorize T _._ - . ...._. :.... .. _..._...._. ._.........�.__ ._ ..._.... ...._.w_.............................m.__M__.... . to apply for a transfer of sanitary flow credit on my behalf. Owner's igratre: LAW OFFICE OF PATRICIA C. MOORE 51020 MAIN ROAD SOUTHOLD NY 11971 631.765.4330 MEMORANDUM TO: Town Board FROM: PATRICIA C.MOORE PY;I:1 SUBJECT: Mailim Affidavit- SMB RE Service Inc. DATE: October 13, 2023 CC: COMMENT: Enclosed lease find: 1. Affidavit of Mailing 2. Postal Receipts 3. Mailing List TOWN BOARD TOWN OF SOUTHOLD: NEW YORK In the Matter of the Application of AFFIDAVIT OF SMB RE SERVICES INC MAILING Applicant's Land Identified as 1000-63.-3-26 COUNTY OF SUFFOLK) STATE OF NEW YORK) I, KYLEE DEFRESE, residing at Peconic, New York, being duly sworn, depose and say that: On the 12th Day of October, 2023, deponent mailed a true copy of the Notice set forth in the Town Board Application, directed to each of the persons listed on the attached list at the addresses set below their respective names; that the addresses set below the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said notices were mailed at the United States Post Office at Southold, New York, that said Notices were mailed to each of said persons by CERTIFIED MAIL. Attached hereto is the white receipt post-marked by the Southold Post Office on said date. KYLEE DEFRESE Sworn to before me I his 3� day of C►ctobe 20 3 ., �. (No ublic) BETSYA PERKINS Notary Public,State of New York w" IJo.01 PE6130636 Oualifled In Suffolk Coi Commission Expires July 1 8,n 5 7015 0640 0001 54E6 8571 7015 0640 0001 5426 8588 7015 0640 0001 5426 8595 7015 0640 0001 5426 8564 U LJ LJ LJ L-1 ........... o 0 0 El 13 D El 0 0 0 0� 0 Ch 2L tz �l JA CD Zo w a CL FTY 7015 0640 0001 5426 8557 7015 0640 0001 5426 8625 7018 0040 0000 4838 6247 - ... 11 7;7"Mra 4r-- . D5 y E-1 El Cl M vc o R cn CID C) A R aC7a1 Q <� 0 aCD (D CD aqto 00 r- (D CL C) ...... ...... ........... SMB RE SERVICE INC.NEIGHBOR LIST CACI nn Partners 40 0000 4838 6247 C o AnthonyCaci ppo 018 0 O..mm.. 282 Ryder Road Manhasset NY 11030 Sctm: 1000-63.-3-10 Mullen Realty LP 7015 0640 0001 5426 8557 PO Box 1408 Southold NY 11971 Sctm: 1000-62.-3-22.5 Mullen Realty LP PO Box1408 7015 0640 0001 5426 8564 Southold NY 11971 Sctm: 1000-62.-3-11 Thomas J.McCarthy 46520 Route 48 7015 0640 0001 5426 8571 Southold NY 11971 Sctm: 1000-63.-3-9 Donna L. Dill PE Managing Civil Engineer 7 015 0640 0001 5426 8588 Structures Department MTA LIRR Hillside Main Complex 93-59 183`d Street Hollis,NY 11423 Sctm: 1000-63.-3-3 1070 Boisseau Ave LLC PO Box73 7015 0640 0001 5426 8595 Orient NY 11957 Sctm: 1000-63.-3-1.3 (AG) 700 Boisseau Ave Rty LLC C/o Arthur W. Leudesdorf 7 015 0640 0001 5426 8625 700 Boisseau Avenue Southold,NY 11971 Sctm: 1000-63.-3-2 OFFICE LOCATION: MAII NG ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 + " Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone:631 765-1938 Southold,NY aww.southoldtownny.gov PLANNING G BOARD OFFICE TOWN OF SOUTHOLD October 8, 2024 Ms. Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: SEQRA Determination & Set Hearing Proposed Site Plan for SMB RE Service Apartments Located at 56025 Main Road, Southold SCTM#1000-63.-3-26 Zoning District: HB Dear Ms. Moore.- The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, October 7, 2024: WHEREAS, this site plan application is for the proposed creation of a 7,061-sq. ft. multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted action as it does not meet the criteria for a Type I or Type II action; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, December 2, 2024 at 5:03 p.m. for a Public Hearing regarding the Site Plan entitled "56025 Route 25" prepared by Eric M. Hanninen, LPE., last revised July 18, 2024. SMB Apartments Page 2 October 8, 2024 The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Please return the Affidavit of Posting/Mailing,Posting/Mailing, included in the vacket,along with the certified mailing receipts AND 1 the signed green return receipt cards before 12:00 noon on Friday, November 1 2024. The sign and the post need to be returned to the Planning- Board Office after the public hearinq is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Y7 ., - /A 1:E1 James H. Rich III Chairman Encls. From: Lanza, Heather Sent: Thursday, October 10, 2024 11:12 AM To: Westermann, Caitlin Cc: Michaelis,Jessica; Cerezo, Mara Subject: FW: [SPAM] - Re: SMB Apartments - confirm Sanitary Flow Credits needed Attachments: HD NOI 10.10.24.pdf 7EI"VE UD"' r �.. _w Incoming Mail J(�� O 24 From: Betsy Perkins<betsy@mooreattys.com> ouibe "fawn Sent:Thursday,October 10, 2024 10:51 AM Planning Board To: Lanza, Heather<heather.lanza@town.southo Id.ny.us> 43 . — 3 Z(p Cc: Pat Moore (pcmoore@mooreattys.com) <pcmoore@mooreattys.com>; Cerezo, Mara <marac@southoldtownny.gov>; Cummings, Brian A. <brian.cummings@town.southold.ny.us>; Michaelis,Jessica <jessica.michaelis@town.southold.ny.us>; Madison Messina <madison@mooreattys.com> Subject: [SPAM] - Re: SMB Apartments-confirm Sanitary Flow Credits needed Good morning. Please see the attached SCHD NOI dated 10/10/24 which identifies the number of sanitary credits, Please confirm this is sufficient for the Town Board resolution. Many thanks. Betsy Perkins.9 Paralegal PLEASE REPLY TO ALL Mailing & Physical Address: Moore Law Offices 51020 Main Road William D. Moore, Esq. Southold NY 11971 631.765.4663 Fax Number: Patricia C. Moore, Esq. 631.765.4643 631.765.4330 www.mooreatty,s.com On Mon, Oct 7, 2024 at 2:59 PM Lanza, Heather<heather,lanza town.southolcl.n .us>wrote: Hi Pat, Just a reminder we need a confirmation of the number of sanitary flow credits needed for this project so we can prepare for a Town Board resolution to set the hearing for them and get that process going. Did this project get a SCDHS Board of Review approval?Do you have any other paperwork you can send to use about this from SCDHS? i If you have their application number,we can call directly to find out. We said at the meeting we had last week that we could use the old application you submitted to the Town Clerk last October. I don't see that application in the Clerk's file. Can you please send a copy of it to us?Email is fine. Thanks. Heather Heather Lanza,AICP Town Planning Director Southold Town Planning 54375 State Route 25 P.O.Box 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: dace; kTjCq?«rout ac°rl t aartr i ,I e z 2 COUNTY OF SUFFOLK EDWARD P. ROMAINE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT,MD, MPH Commissioner Eric Hanninen October 10, 2024 280 MAIN ST, SUITE 1 Notice#: 4 FARMINGDALE, NEW YORK 11735 56025 MAIN RD (ROUTE 25) Tax Map: 1000063000300026000 Record ID: C-24-0120 "Lc icat Eric Hanninen, This office has reviewed your application for the above referenced project. The following will be required prior to any further processing of the application for approval to construct: [1] Original Southold affordable housing credit certificate for 2.78 credits. To avoid delays in the processing/approval of your application, paperwork and documents should be submitted using the go-aftag p Electronic submission will ensure priority processing. Please note that alterations of surveys/plans must be made by a licensed design professional or surveyor and be properly certified. Photocopies of documents and penciled in corrections are not acceptable. Please do not hesitate to call (631) 852- 5700 with any questions. Regards, Blaise Ehrlich Assistant Public Health Engineer CC: MARK SCHILL ''',1 C ti I,!!1N"/II+t il'di`A1!I fJ 1 41 1AI I 1 r` ,,MI 1::I 1!I r II �1(41S11 '01,A 111; ["l A A l I"+.111,:l,d,.I. „ i%a,'Criih SHOO ""s'.:;''P +i�l`II"'ihr; rK i1=r P'�,,a.PYa 15:W SS2 1 d C (;"3 III R1 OFFICE LOCATION: rri MAILING ADDRESS- Town :r ,. 1".f). 13arx '11?9 I Mss1l r�raa�a �; � �� 54,3 5 Statute Route,�.?� Southold, NY6 141'7l came Malin Rat. &'`traan s ahw. Southold, NY d www.southoldtownny.gov ff a , 1"LANNING 'BOX,1111) OFFICE "I"t.)"V4N 01"SC)L:t"1.'HOL,F) September 4, 2024. Ms. Carol Miller C/O Southold Fire District P.O. Box 908 i Southold, NY 11971 Re: Request for Review: Proposed Site Plan for SMB Apartments 56025 Route 25, 325" e/o Boisseau Avenue and NY-25, Southold SOTM#1000-63.-3-26 I Dear Ms. Miller.- The enclosed Site Plan Application is being referred to you for your comment on matters of interest to the fire department, including access and any other issue that may be of concern or relevance to this application, As part of the site plan review for this f property, we have noted that the existing narrow driveway may present concerns regarding fire safety and emergency access, Please respond with your recommendations at your earliest convenience. This site plan is for the proposed creation of a 7,061 sq. ft. multiple dwelling unit on a 68,9101 sq. ft, parcel with an existing two-story mixed-use building (with retail use on the r first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. 1 Respectfully, � r Mar Cerezo Planner Bncls.: Site Plan Application Site Plan i ,,,, ��%„ LAW OFFICE OF PATRICIA C.MOOR, I OOR 51020 MAIN ROAD RECEIVED SOUTHOLD NY 11971 631.765.4330 k)t 024 f .r Town.....". E O R �i D U Planning Board TO; k) i u b FROM PATRTCLA C. MOORE (BY_. _� _... _. ...�................_...._........... � _. .._.............~~. ___.m.......... CC: COMMENT: ..... ..... _---— �www_w w . wwwwwwwwwwwwwwwwwwwwwww _ . ._ _ .ww.... _. _.mm.mm.mm.mm_ ..................................... w ....ww............w.w .ww. _w Submission Without a Cover Letter L S 6-p Name: RECEIVED Fat+ ' t a - R 1, Project Title: aO+, rvu n4-s o6r L.���.Plannin ���y �.. 0 l �o g Board SCTM#: 1000 - �p .... 3 Date: .3 / I Z / 2.t,. 1 Details of Submission: — 111 X +-S O , r-e- v i Southold Town Plannin Board drk Session —March 11 2024 i Pro ect Name ... f- _ .. m rcial Campus �� SCTM#.�1000m 122 6 35 7 Location 7217 Main Roads, .. j Matt�tuck Comme Description, This site plan applicationituc.. is ro ....... s for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District. StatusH_._.._w_.._... .,.... Pending...._.. ��.._._ ttacn� Referral Reviewq& SEQRA A �..wachments...__....�w__.�Staff Red _._.. .._ �... . . .... � _ ..�........ Pro ect Name SMB5 NYS Route 25 Southold SCTM# 1000 63 3 26 Location::w _ .. N Route 25".,.... �_..... H_ Description: _.... - This pro osed site Ian is for.w_-..w.._..... ..se .._w... ....._ -p p p p the proposed construction of a 24" x 220" building divided into 6 single family dwellings, no less than 850 sq. ft. HB conforming 6„8 901 sift lot on the Zon ing District w _ww Status New Action:. Review Application ........._....._w _.. ... Attach mes:nt � w for,Comp leteness .._...._ ..._.w......._ ...Staff Revert _M....._ _w_. .... _._ V Project Name _ 1Vines 6505 on-Mi 25'Mattituck 9000 115 2W2 3, 2 4,3 2 Location. Route site Description- This si Ian is for proposed c retail te la room on a 1 94 acr creation of a 5,200 sq. ft. winery with no parcel in the R=80 Zoning District to be merged with adjacent farmland totaling 49.85-acres with development _.n.. .._..MM... . �.� . _.._...�.9 _ �..�n the .._.._� g Status P .. ..... .... .. _. ....� � AC Zoning, Dtstr�ct �, Pen in d rights held by Southold own, .....__ww..__..._ ....._ o view �. Action Referral Re .. .... Attachments: Statf Re rt ..... .._.._. ..._.... .�w...,_...... _.. _.. .._ ..055 220 Location*ame � �- ��-�`���46455 Route�48p Southold ...SCTM# � 100„ j 9 De scription: � This Amended Site Plan s for the proposed construction of eight(8) Tesla Super Charger stations, associated equipment and landscaping" accessory to existing commercial/retail building on 0.69 acres in the '... .W.. _. ........ ._�_. .General..Business.(P)...Zoning_wDistrict _............. ... .... __ �_. Action: Referlrag w ..Att .... ..... Review.. _. ... _.. .__ achments .... _ Staff Rf 91,rt �... ..... _w., Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date: March 11, 2024 Prepared By: Mara Cerezo I. Application Information Project Title: SMB RE Services Inc. Applicant: SMB Real Estate Service Inc. Date of Submission: October 16, 2023 Tax Map Number: 63.-3-26 Project Location: 56025 Route 25 Hamlet: Southold Zoning District: HB II. Description of Project Type of Site Plan: Commercial/Residential (Mixed Use) Acreage of Project Site: ±1.58 Acres (68,901 sf) Building size: 7,061 sf This site plan is for the proposed creation of a 7,061-sf multiple dwelling unit on a 68,901 sq. ft. parcel with an existing two-story mixed-use building (with retail use on the first floor and two apartments on the second floor) in the Hamlet Business "HB" Zoning District, Southold. III: Completeness Review: See attached checklist for Site Plan Requirements. Site Plan Packet Table of Contents: Sheet 1 of 4 — Cover Sheet Sheet 2 of 4 — Proposed Site Plan and Grading/Alignment Plan Sheet 3 of 4 — Drainage/Sanitary Plan and Utility/Landscaping Plan Sheet 4 of 4 — Details Note: Site plan with renderings, elevations, and floor plans submitted in October 2023 does not match the site plan submitted in March 2024. IV: Analysis 1. Existing a. ±1.55 acre parcel with a 2-story frame existing building that includes retail uses on the first floor and two apartments on the second floor with 15 parking stalls and a shed. i. A topographic survey showing the existing conditions and contours on site has been provided. 1 b. Surrounding land: i. North: LIRR tracks ii. East: HB zoned parcel with existing commercial/business (currently Southold Social restaurant) iii. South: road frontage on NYS Route 25 iv. West: vacant HB zoned parcel c. Location within 500 feet of: i. An Agricultural District ii. Within 500 feet of a NYS owned parcel iii. Within 500 feet of a NYS right of way 2. Proposed construction: a. A one-story 7,061 sq. ft. multiple dwelling residential building with six 3 bedroom/2 bathroom apartments. i. Existing 2-story building to remain. Shed to be removed. b. Access: An existing U-shaped asphalt driveway with one entrance and one exit will be extended to service the proposed building. c. Parking: 22 new parking stalls are proposed. In addition, there are 15 existing parking stalls that will remain near the front of the parcel. d. Grading and Alignment: Calculations and details provided. e. Sanitary and Drainage: f. Utility Plan: Water and electric services come in from the Main Road to the eastern side of the building. 3. Hamlet Business HB District 230-44 Purpose: The purpose of the Hamlet Business (HB) District is to provide for business development in the hamlet central business areas, including retail, office and service uses, public and semipublic uses, as well as hotel and motel and multifamily residential development that will support and enhance the retail development and provide a focus for the hamlet area. 4. Zoning Board of Appeals ZBA 2 • The proposed project was required to go before the Zoning Board of Appeals due the proposed multiple dwelling building length exceeding the limitation set forth in § 280-107 which states that building length of a building containing multiple dwellings shall not exceed 125 feet in length. The proposed multiple dwelling building length is 220 feet. • The ZBA held a public hearing on November 2, 2023 at which time written and oral evidence was presented. • At their meeting on November 16, 2023 the ZBA granted the variance subject to Planning Board review. 5. Bulk Schedule/Code Requirements: Hamlet Business (HB) District a. Lot size Maximum lot coverage = 40% Proposed lot coverage = 14% b. Landscape coverage Minimum required: 25% Existing: 77.9% Proposed: 44.9% c. Setbacks S .... .e..... .�_._.....w.._µ.-µµ.-µµ.-Y... .Proposed buildin Front ard �.R15eq --------------- iduired.......ww_..........-.�._�..w._..........2.P1 ww9w0rww.ow4w'w .....v.._...v_3�.i. ..d..4...__e.m, _ ............ _.�_..... 10' aM _._.... . .. _......... Both side , 60.6' .J.......... .... - ------- ..w.._.__._w...m..w._.w...w._._...-..._- ....._.............-..._.w..ww_..6. Access: a. The entrance and exit driveways to this parcel are of a limited size due to the existing structure and lot width. i. The minimum width for the entrance and exit driveways is not noted. ii. According to § 280-109 (2) "All buildings and structures shall be located as to provide safe and convenient access for servicing, fire and police protection and off-street parking and/or loading." 3 7. Parking: a. No parking calculation is provided. Proposed standard parking is shown in a text box below the proposed site plan. There are 29 proposed 9' x 19' parking spaces. b. 37 parking stalls are shown on the proposed site plan including some existing stalls near existing structure. i. 13 stalls are proposed in front of the proposed residential building ii. 5 proposed stalls are adjacent to the proposed building, which looks like an expansion of an existing 6 stall parking area on eastern side of parcel. iii. 11 stalls on the western side of parcel are proposed, which looks like an expansion of an existing parking area once the current shed is removed iv. 2 existing stalls are shown adjacent to existing structure V. No stalls are shown as ADA compliant. c. Parking lot surface type is asphalt. 8. Landscaping'. a. Planting plan along with plant material list is provided, including quantity, species, size & type, spacing, etc. No existing or additional landscaping is shown around current two-story structure. b. Existing shade trees and front landscaped area (per §280-93) are not depicted on the site plan. c. No residential districts border the parcel. d. The plans state that "automatic irrigation system or drip irrigation shall be provided for all proposed plantings and landscaped areas". No further details are provided. e. The width of the landscaped strip that borders parking areas should be shown throughout the site plan, including area along the proposed driveway to the residential building and the areas adjacent to existing parking lots that are being expanded. 9. anita.,!y: 4 Test hole details and soil boring location are shown on Sheet 3, "Drainage/Sanitary Plan and Utility/Landscaping Plan". Project site is located within Groundwater Management Zone IV. a. Allowable flow rate for site = 1.58 acres x 600 gpd = 948 gpd b. Required site sanitary flow = 1,780.4 gpd c. Required sanitary flow credits = 832.4 gpd or 2.78 credits (@ 300 gpd/credit) d. Sanitary Systems: Three housing units will be clustered per one AN 1100 Treatment System with 2 leaching pools. Two systems are proposed. 10.Exterior Lighting: a. Three (3) exterior light fixtures are noted on the "Utility & Landscaping Plan" along the driveway/access in front of the proposed residential building. Details are not included. b. No exterior lighting is shown for the existing building or parking area. c. There are likely to be additional exterior lights next to the doors of the residential units, but none are shown. All proposed exterior lighting should be shown on the lighting plan with the details as required in Chapter 172. d. Per § 172-8 (B) the following details are required for site plan review of exterior lighting: i. type and number of fixtures, including cutoff characteristics, indicating manufacturer and model number; lamp source type, lumen output, and wattage; mounting height with distance noted to nearest property line; color temperature; shielding and mounting details, including pole foundation description; total lumens for all fixtures and total square footage of area to be illuminated; and an isometric footcandle distribution diagram/photometric plan. 11.Exterior Si na e: The applicant has no plan on signage for the proposed residential building at the time of the writing of this staff report. 12.State Environmental Quality Review Act SE RA : The proposed action is Unlisted under SEQRA. 5 V. Planning Board items to consider: 1. Find the above referenced site plan application complete upon receipt of the following: a. Please provide the items listed below on a minimum of nine (9) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. Additional pages of the site plan may be necessary in order to provide clear, legible plans that effectively convey all necessary information. i. Provide a comprehensive photometric plan to include all on site light fixtures and specifications. ii. Provide Building Elevations & Floor Plans iii. Show parking calculations for the proposed residential building: 1. Note that existing parking stalls for the current mixed-use building should be maintained and noted as such on the site plan. 2. Note dimensions for parking stalls. 3. Label ADA compliant stalls and striping area. iv. Show minimum width for entrance and exit driveways. v. Show width of proposed two-way driveway to new building and note area of minimum width. vi. Show widths along landscaped strip that borders all parking areas throughout the site plan (including area along the new proposed driveway and the areas adjacent to existing parking lots that are being expanded). 2. Once the site plan is found complete, begin distribution of referrals to relevant agencies/departments. 6 PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 Betsy Perkins Paralegal Kylee DeFrese February 28, 2024 S v b�—, Frr-EEB RECEIVED ._Southold Town Planning Boardr54375 Main Road � 4. Southold NY 11971 ..w' iihad" dry Planning Board RE: SMB RE Service Apartments PROPERTY ADDRESS: 56025 Main Road, Southold Dear Mara: With reference to the above and pursuant to your Notice of Incomplete dated November 13, 2023, enclosed please find: 1. Completed Applicant Transactional Disclosure Form 2. Applicant's Affidavit 3. Full Environmental Assessment Form The Site Plan has been emailed to you for your review. Upon your approval,we will have original prints delivered. Many thanks and be sure to give our office a call should you have any questions. Very truly yours, ""'Patricia C. Moore KD Encls. RECEIVED SOU T HOLD PLANNING BOA _....�.... . . ......� SITE PLAN APPLICATION FORM 0 C T 1 6 2023 ,outliold '6%%4 F i hl rn and iti Planning Board Site Plan Name: � Application Date: k / L(a / Suffolk County Tax Map#1000- �03 -�3 - v Other SCTM#s Street Address: 7.- Hamlet: Distance to nearest intersection: ` o 0 Type of Site Plan: x New Amended_Residential Zoning District1J g&njr9A&tnt C2ntact Information Please list name, mailiri address, and horse number err the pfp le below: Property Owner Street 5 Q City ��Uj+0 �� State T\q Zip Home Telephone-57 b "qZ ,k j CiC�,Other Applicant Street City State dip Home Telephone Other Applicant's Agent or Representative: Contact Person(s)* a. c Incom, Street C City to uk, o (d State MI zip-� Office Telephone_ 11=1 - 4 __Other *Unless otherwise requested.,correspondence will be sent only to the contact person noted here. Site Plan Application Form 211812010 i L a-All M uA�,-6 - Aeyishd q VV o-W 6se �mcm-o bV� I Proposedconstruction type: C New ' NO Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: &9(961 ac./sq. ft. Site Plan build-out acreage or square footage: 1-5-S-kac./sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes No If yes,explain: Does the parcel(s)meet the Lot Recognition standard in Town Code§280-9 Lot Recognition? N If"yes", explain(and attach any necessary documentation-title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: '7 Is an application to the Southold Town Zoning Board of Appeals required? Yes X No If yes,have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: . r List all proposed property uses: Other accessory uses: Existing lot coverage: % Proposed lot coverage: 8CA(,H V",,,.C, /� -j(c,¢,5 Gross floor area of existing structure(s): . ) qq. 8. Gross floor area of proposed structure(s): l�rS loot C° I, 5 77 o q 1111 5.1p W 5 t", Parking Spate Data: #of existing spaces: #of,proposed spaces: Loading Berth: Yes NoX i�✓ r-eside , Landscaping Details: Existing landscape coverage: %, Propo land pe coverage: % Wetlands: Is this property within 500' of a wetland area? Yes—No Maybe L the undersigned,cert7777 true. Signature of Preparers Date: 2 Site PlanApplicahon Form 2/1a12010 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Mark Schill _ _www e _ laeing duly sworn, deposes and says that he resides at _ 1050 Waterview Drive Southold in the State of New York, and that he is the owner of property located at 56025 Main load Southold q , SCTM# 1000-63.-3-26 , and that he is the President of the SMB RE Service Inc. and said Corporation is the owner of the above property,which is hereby making a Site Plan application;that there are not existing structures or improvements on the land which are not shown on the Site Plan;that the title to the entire parcel, including all rights-of-way,has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads;that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same;that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signed _....... (Partner or Corporate Officer and Title) Sworn to me this 2-8 day of ..Q2q--_. N<tar°y Public w.w..._.__e�._._� KYLES S DEFES YORK NOTARY PUBL1C_S'"KATE Of CgBV4 N0*()l DF.64201511 Qualified in Sutf0li County MY Commission EXpires082-2025 Southold Planning Department Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same.y Your Name: Last,First,mac c _._ t_. _ .... _. ray e, 4 , m�lle initial unless you are applying in the name of someone else or other entity, such as a company. If so, in care the other person`s or company's name. &x 1yAc x t,,f r' Nature of Application (Check all that apply) Subdivision or Re-subdivision Site Plan _ Other(Please name other activity) Do you personally(or through your company,spouse,sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes ...._.__NoA If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold ........ ...... Title or position of that person... ......... Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C.an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship: Submitted this day of 20 ......__ Slguatur W 'tcl o, Print Namel Disclosure Form Full Environmental Assessment Form Part l -Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information;indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the applicant or project sponsor to verify that the information contained in Part Iis accurate and complete. A.Project and Applicant/Sponsor Information. ......w......ww Name of Action or Project: SMB RE Service Apartments ........ .............................w ................_ ..... Project Location(describe,and attach a general location map): 56025 Main Road,Southold ...... wwwwwwwww Brief Description of Proposed Action(include purpose or need): 6 connected single family units with less than 850 SF-3 units to be rented as affordable for workforce housing;3 nits at market rent Name of Applicant/Sponsor: Telephone:516-924-4606 SMB RE Services, Inc. E-Mail:lakeside25@aol.com Address: 56025 Main Road _..........m.. _._._............... ................_._.. � �w_....................__._...� ...wwww...._a .wwww ..wwww_......... ww.._... City/PO:Southold State:NY Zip Code:11971 Project Contact(if not same as sponsor;give name and title/role): Telephone:631-765-4330 Pat Moore Esq. ...... __ _w w. ....... E-Mail:pcmoore@mooreattys.com _ wwwwwwwww_... __ww 51020 Main Road _State: .... Zip Code: Soufhold NY 11971 Property Owner (if not same as sponsor): ........MTelephone: _....... _.... a�� wwww� SAME E-Mail: _. .. _............................ _ ............._._ ................ __ _w. Address: City/PO: Zip Code: _w _w___ _..... ..............._ ..www__�_ ww..... Page 1 of 13 FEAF 2019 B.Government Approvals ........... li Government Approvals,Funding,or Sponsorship. ("Funding"includes grants,loans,tax relief,and any other forms of financial assistance.) Government Entity If Yes:Identify Agency and Approval(s) Application Date Required (Actual or projected) a.City Council,Town Board, ❑Yes®No or Village Board of Trustees b. City,Town or Village ®Yes❑No Planning Board 10/16/23 Planning Board or Commission c.City,Town or ®Yes❑No ZBA Approved 11-20-23 Village Zoning Board of Appeals d.Other local agencies ®Yes❑No Building Department 7BD e.County agencies ®Yes❑No Suffolk County Health Department FBD f.Regional agencies ❑Yes®No g. State agencies ❑Yes®No h.Federal agencies ❑Yes®No __..._____ ._...—--.. ................. _._................� w �ww............__... i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ❑Yes®No U. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ®Yes❑No iii. Is the project site within a Coastal Erosion Hazard Area? ❑Yes®No C.Planning and Zoning C.1.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ®Yes❑No only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land use plans. a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site ®Yes❑No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ®Yes❑No would be located? b.Is the site of the proposed action within any local or regional special planning district(for example:Greenway; ❑Yes®No Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑Yes®No or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. O Yes❑No g ) g any applicable overlay district? wwww. .w_ww....._ .,_.._ ....... �.____.��°+��_��-�'i..,.., :^�"?_ m, .�:. ._..• If Yes,what is the zoning classification(s)tcation s including cn . YYYYYYYYYYYYY�WWmmmmmmM b. Is the use permitted or allowed by a special or conditional use permit? ®Yes❑No c.Is a zoning change requested as part of the proposed action? ❑YesONo If Yes, i.What is the proposed new zoning for the site? .. .........._... ....._.... CA.Existing community services. a.In what school district is the project site located? Southold �.. ___ wwww .. b.What police or other public protection forces serve the project site? Southold .. �www.w............__ _.. ww........._... .............�w _ww c.Which fire protection and emergency medical services serve the project site? Southold d.What parks serve the project site? Southold Park District D.Project Details D.1.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational;if mixed,include all components)? residential b.a.Total acreage of the site of the proposed action? _ µ 1.5 acres b.Total acreage to be physically disturbed? 5 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.5 acres c.Is the proposed action an expansion of an existing project or use? ❑Yes®No i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % Units: ........ .. d.Is the proposed action a subdivision,or does it include a subdivision? ❑Yes ONo If Yes, i.Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) _ ii. Is a cluster/conservation layout proposed? ❑Yes®No iii.Number of lots proposed? _qq iv. Minimum and maximum proposed lot sizes? Minimum ... Maximum e.Will the proposed action be constructed in multiple phases? ❑YesONo i. If No,anticipated period of construction: months ii. If Yes: • Total number of phases anticipated .wwww .. • Anticipated commencement date of phase 1 (including demolition) month year • Anticipated completion date of final phase month year • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of fixture phases: Page 3 of 13 f.Does the project include new residential uses? ®Yes❑No If Yes,show numbers of units proposed. One Family Two Family Three Family u" littfip.ig Famil four or more Initial Phase 6 w_w...... _._............. . ............._.w�._._w At completion of all phases s g.Does the proposed action include new non-residential construction(including expansions)? ❑Yes®No If Yes, i.Total number of structures _ ii. Dimensions(in feet)of largest proposed structure: height; width; and length iii. Approximate extent of building space to be heated or cooled: .,.. square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes®No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, i. Purpose of the impoundment: _ ii. If a water impoundment,the principal source of the water: Ground water❑Surface water streams❑Other specify: iii. If other than water,identify the type of impounded/contained liquids and their source.....____..... _wwwww_.............._a....._ ._ .� iv. Approximate size of the proposed impoundment. Volume:„ _ million gallons; surface area:......... acres v. Dimensions of the proposed dam or impounding structure: height; length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.2. Project Operations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? R]Yes❑No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging?foundations and driveways ------------_wwwwww_. ii. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? • Volume(specify tons or cubic yards); none expected • Over what duration of time? o ry 4�l iii. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. sandyloam .......w_.._._� ............._.....-..,..._. ----......... ww_"'- w ""��._.._.-......................- iv. Will there be onsite dewatering or processing of excavated materials? Yes No._.... Ifyes,describe. .................. _ � ..................._.....�._ _............._.__._...a�.. v.What is the total area to be dredged or excavated? none acres vi. What is the maximum area to be worked at any one time? ...__........... acres vii.What would be the maximum depth of excavation or dredging?........... wmmm_e w -_,,,,------,,_ 4'feet viii. Will the excavation require blasting? ❑YesoNo ix. Summarize site reclamation goals and plan: b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment 11YeskJNo into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i.Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): Page 4 of 13 ii. Describe how the proposed action would affect that waterbody or wetland,e.g. excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: —...._ w_..................._._._._._�_ �wwwwwww7ww_..ww......... aa....� _............�. _.._....�._ iii.Will the proposed action cause or result in disturbance to bottom sediments. ❑Yes❑No If Yes,describe: wwwwwwwµ...._.._........._.____m__.. _�... ........... iv.Will the proposed action cause or result in the destruction or removal of aquatic vegetation? ❑Yes❑No If Yes: • acres of aquatic vegetation proposed to be removed: ... • expected acreage of aquatic vegetation remaining after project completion:_...... • purpose of proposed removal(e.g.beach clearing,invasive species control,boat access): • proposed method of plant removal:_ ___ . WWW.............. �w • if chemical/herbicide treatment will be used,specify product(s):_ _ _ v. Describe any proposed reclamation/mitigation following disturbance:_....... ww w_w c.Will the proposed action use,or create a new demand for water? ®Yes Flo If Yes: i. Total anticipated water usage/demand per day: 300gpd x 6=1,800 gallons/day ii. Will the proposed action obtain water from an existing public water supply? ®Yes❑No If Yes: • Name of district or service area: SCWA • Does the existing public water supply have capacity to serve the proposal? _ ®Yes[-]No • Is the project site in the existing district? ®Yes❑No • Is expansion of the district needed? ❑Yes®No • Do existing lines serve the project site? ®Yes❑No id.Will line extension within an existing district be necessary to supply the project? ❑Yes Rio If Yes: • Describe extensions or capacity expansions proposed to serve this project: ........ ------ ---_._� • Source(s)of supply for the district: .. ...... __ .... . iv. Is a new water supply district or service area proposed to be formed to serve the project site? ❑Yesio If,Yes: • Applicant/sponsor for new district: .... .—..................... • Date application submitted or anticipated: ____ ___ .............„___._._� _...._.._ • Proposed source(s)of supply for new district. _ _w v. If a public water supply will not be used,describe plans to provide water supply for the project:* w vi.If water supply will be from. �� wells(public or private),what is the maximum pumping capacity: N/Pr gallons/minute. d.Will the proposed action generate liquid wastes? ®Yes❑No If Yes: i. Total anticipated liquid waste generation per day: 1,780 gallons/day ii.Nature of liquid wastes to be generated(e ,,Bann t;ary�wastewater„ ndustrial;if combination,describe all components and approximate volumes or proportions of cacti Uc�� � a`� �v[�k.........____._� ... residential&commercial flow iii. Will the proposed action use any .w existing public wastewater treatment facilities? ......� . _ ❑Yes®No If Yes: • Name of wastewater treatment plant to be used: _ww • Name of district: _w.w_..._.....____. .............. • Does the existing wastewater treatment plant have capacity to serve the project? ❑Yes❑No • Is the project site in the existing district? ❑Yes❑No • Is expansion of the district needed? ❑Yes Oio Page 5 of 13 • Do existing sewer lines serve the project site? ❑YesONo • Will a line extension within an existing district be necessary to serve the project? ❑Yes 0'No If Yes: • Describe extensions or capacity expansions proposed to serve this project: __._.. ...... _. _..... .... _ w_..................... _........_.......— . ......._....... ...._......... iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? ❑Yes®No If Yes: i Applicant/sponsor for new district: ..........w.........­­....................... .......,-............. _..�.,,,,, • Date application submitted or anticipated: wwwww_____.�__. wwwwwww�. .....w�.�,.. . .�.a....-w-w................-�..� • What is the receiving water for the wastewater discharge? _ v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge or describe subsurface disposal plans): wwwwww----w-w-w-_ .____� ------__... ._..�.............. ......... ._ _.. .................... .__. vi. Describe any plans or designs to capture,recycle or reuse liquid waste: _ .. ..... _, e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ❑Yes®No sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e.sheet flow)during construction or post construction? If Yes: i.How much impervious surface will the project create in relation to total size of project parcel? Square feet or acres(impervious surface) Square feet or acres(parcel size) ii. Describe types of new point sources. _ � e_ ..................... ...__...w_........ iii.Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures,adjacent properties, _.....__ groundwater,on-site surface water or off-site surface waters)? no-drywells proposed • If to surface waters,identify receiving water bodies or wetlands: -... Me��www no • Will stormwater runoff flow to adjacent properties? ❑Yes®No iv. Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ®Yes❑No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑Yes®No combustion,waste incineration,or other processes or operations? If Yes,identify: i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) �wwwwwwwwwwww .wwww_.� _ w .....................ww __............ ii. Stationary sources during construction(e.g.,power generation, structural heating,batch plant,crushers) Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) �- - g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes®No or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑Yes❑No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: • ____ Pons/' car(short tons)of Carbon Dioxide(CO2) • 'I"ons/'year(short tons)of Nitrous Oxide(N20) • "1"ons/'year(short tons)of Perfluorocarbons(PFCs) • ____ Tons/year(short tons)of Sulfur Hexafluoride(SF6) • _ Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) « Tons/year(short tons)of Hazardous Air Pollutants(HAPs) Page 6 of 13 h.Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, ❑Yes No landfills,composting facilities)? If Yes: i. Estimate methane generation in tons/year(metric): ii.Describe any methane capture,control or elimination measures included..M........M.,_.......w�w�w�....._._.___ _,..,.. .................www_................................................_..__.................,,_,... in project design(e.g.,combustion to generate heat or electricity,flaring): ......... w___..____.._..___......_ ........w ....... ............... ...............­_. i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑Yes®No quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑Yes®No new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): 0 Morning 0 Evening ❑Weekend ❑Randomly between hours of ww__ to . ii. For commercial activities only,projected number of truck trips/day and type(e.g.,semitrailers and dump trucks):__ggqqe iii. Parking spaces: Existing W 13 Proposed 5+17=22 Net increase/decrease 22(increase) iv. Does the proposed action include any shared use parking? nYes ONo v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: vi. Are public/private transportation service(s)or facilities available within'/2 mile of the proposed site? ®Yes❑No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ®Yes❑No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ®Yes❑No pedestrian or bicycle routes? k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand ❑Yes®No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: w ..__._...............................wwwwwwwwww ...... ._-..�........�w.� ........................................M.....,......w"w_vwv_._._._._._.-._, www..w_................�.�....�w........................... - �. ..........................................�., i to t i ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combo Ww",.,,,,,_.�.mri"-'.it"e. .w— ' stion,on site renewab e,v a god/ cal of 1'ty,or other): W~~ iii. Will the proposed action require a new,or an upgrade,to an existing substation?...........- __W W WW WW-OYes❑No 1.Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: • Monday-Friday: 8am-6pm « Monday-Friday:_ 8am 7pmmm • Saturday: 8am-4pm • Saturday _.� ....M__...w w w_...__._._............gam-4pm _._ww_........................m _........_w�w�w�w�w�w�__kw._._._._._._._._._._._._._ • Sunday:,, .... ............................ • Sunday:._._._ --------- .......... • Holidays:_ ,._..........., ..w..vwvwv................................................ • Holidays:._.....,_,.,. Page 7 of 13 in.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ❑Yes 0No operation,or both? If yes: i. Provide details including sources,time of day and duration: ii. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen? ❑Yes❑No..._.._.. Describe: .. . _ ............. _ _ _ �w........_ n.Will the proposed action have outdoor lighting? 0 Yes❑No If yes: i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: residential lighting-safety only _............ _w._....._..w.w............................ _ ......... _..._..... ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes 0No Describe: o.Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes 0No If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: ..wwwwwww_ p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑Yes 0No or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s)to be stored .............._._..... wwwww_..........m_aaaaaa.......___ ..........W .....w.........._._ ii. Volume(s) per unit time_ (e.g.,month,year) iii. Generally, describe the proposed storage facilities: _ _ ____e_.........�. ................ q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes 0No insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): ii.Wffle ro action use Inte atedWPest Management Practices? 0 Yes ❑No r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal ❑ Yes 0No of solid waste(excluding hazardous materials)? If Yes: i.Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: tons per w .......,_M(unit of time) • Operation: .. tons per.ww ww (unit of time) ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: • Operation: ��. __ ____wwww _w._.. www w... _ w_.w.w.._w _. _ ................... .............. iii. Proposed disposal methods/facilities for solid waste generated on-site: • Construction: ___ _ _._. _................ _........................._._�_ ........ • Operation: ...... .. ......... w_.. .........._._.................... .............. Page 8 of 13 s.Does the proposed action include construction or modification of a solid waste management facility? ❑ Yes 0 No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities): __w _......_ _-__-_................�w,,,, ii. Anticipated rate of disposal/processing: �'p • Tons/month,if transfer or other non-combustion/thermal treatment,or • �µµµµµµp-Tons/hour,if combustion or thermal treatment iii. If landfill,anticipated site life:- www . _years t.Will the proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous❑Yes ONo waste? If Yes: i.Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: ...w_..................._._ ..................m � �w. ... ...... ii. Generally describe processes or activities involving hazardous wastes or constituents: — www iii. Specify amount to be handled or generated tons/month ��. iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: v.Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? Yes❑No If Yes:provide name and location of facility:_...... ...... proposed g Ywh wm�.<..do cl rites t t� _ �wwwlity:..___ _w If No: describe ro osed management of an hazardous wastes which will not lay sent.to a hazardous waste facility: ... .............. . E.Site and Setting of Proposed Action E.1.Land uses on and surrounding the project site a.Existing land uses__. w �_� ��.......... ____.................�,�w___. _�ww..............._ .........__. i. Check all uses that occur on,adjoining and near the project site. ❑ Urban ❑ Industrial ® Commercial ® Residential(suburban) ® Rural(non-farm) ❑ Forest ❑ Agriculture ❑ Aquatic ❑ Other(specify); _ �.. _ .......... ii. If mix of uses,generally describe: existing apartments on 2nd floor of existing building,retail tenants on 1 st floor,proposed residential dwellings in rear _._._... __.www.a....-..................... _. ._.................. ............... b.Land uses and covertypes on the project site. w -Land use or -........................�w Current Acreage After...........aa... _.._.. Change CovertYP e Acreage Project Completion (Acres+/-) g�._..m ........._.... ..._.........__ www_..__..... ..�.... .�.__. • Roads,buildings,and other paved or impervious @9,000SF @19,000 SF @10,000 SF surfaces _. wwwwwwwww........ww --------_.�. • Forested • Meadows,grasslands or brushlands(non- _ 60,000 SF 49,000SF w.....19,000 SF agricultural,including abandoned agricultural) • Agricultural 0 0 0 (includes active orchards,field,greenhouse etc.) www .. win............ • Surface water features 0 0 0 www(lakes,ponds,streams,rivers,etc: _._..._........_......._ ... .. • Wetlands(freshwater or tidal) 0 0 0 ....._....._._ __ .......m .. _..., _w.ww......_........_. .w_.................... ....................... • Non-vegetated(bare rock,earth or fill) 0 0 0 w........... .. -----.__............... ... • Other Describe: Page 9 of 13 ..-........ wwwww.................._..._ .... .....w c.Is the project site presently used by members of the community for public recreation? ❑YesMNo i. If Yes: explain: _ d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed ❑Yes®No day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: wwww-_.._.._, .......... e.Does the project site contain an existing dam? ❑Yes®No If Yes: i.Dimensions of the dam and impoundment: • Dam height: _ _ _ _ feet • Dam length: feet • Surface area: ....mm �� .. —_�www_......._._._._._......._.. acres • Volume impounded: wwwwwww_ �ww.w_...._�gallons OR acre-feet ii. Dam's existing hazard classification: iii. Provide date and summarize results of last inspection: f..Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, _ ❑Yes®No or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i.Has the facility been formally closed? ❑Yes❑No • If yes,cite sources/documentation: _.... ii.Describe the location of the project site relative to the boundaries of the solid waste management facility: ____.,,,,...—www............... ........_-........ �w._.W..... .... ....._.... W. .Describe any development constraints due to the prior solid waste activities: _ —g..Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑Yes®No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i. Describe waste(s)handled and waste management activities,including approximate time when activities occurred: M M h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any ❑Yes® No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑No Remediation database? Check all that apply: ❑ Yes—Spills Incidents database Provide DEC ID number(s):W....wwww.... ❑ Yes—Environmental Site Remediation database Provide DEC ID number(s): ❑ Neither database ii. If site has been subject of RCRA corrective activities,describe control measures: _e __..... iii.Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? �y❑Ycs No If yes,provide DEC ID number(s): iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): Page 10 of 13 v. Is the project site subject to an institutional control limiting property uses? - ❑Yes®No • If yes,DEC site ID number: _ _ww........w� _. • Describe the type of institutional control(e.g.,deed restriction or easement): wwwww__ • Describe any use limitations:—. -. _-• Describe any engineering controls: _ ___www______..... .............................--� _ • Will the project affect the institutional or engineering controls in place? �....._w__wwwwww E Yes o • Explain:._....w ..... ................� _,. ---- ......................... E.2. Natural Resources On or Near Project Site a.What is the average depth to bedrock on the project site? � niafeet —........_. ____.... ...__................................_w_._._. _ _.............ww........ b.Are there bedrock outcroppings on the project site? ❑YesONo If Yes,what proportion of the site is comprised of bedrock outcroppings? _w �% c.Predominant soil type(s)present on project site: mixed gravel&Wsand mm ITmmmmmmmmm WWW ...... 2pMo0MMMMM -- Brown Silt 20�% fine sand.____www .-�..._..__-.. ,,..�.... 60..% d.What is the average depth to the water table on the project site? Average: 21'feet e.Drainage status of project site soils:0 Well Drained: 100%of site ❑ Moderately Well Drained: _www %of site ❑ Poorly Drained _ _ %of site ...........ww...........wwwwwwwwwwwww f.Approximate proportion of proposed action site with slopes: 0 0-10%: 100%of site 10-15%: %of site El 15%or greater: �%of site� g.Are there any unique geologic features on the project site? ._._._........_[1YesONo If Yes,describe: h. Surface water features........ _ m._ _.....wwwwwwwww �_ _._. _ ..._aa aaaaa....................................wwwwwww i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑YesONo ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site? ❑YesONo If Yes to either i or ii,continue. If No,skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ❑YesONo state or local agency? iv.For each identified regulated wetland and waterbody on the project site,provide the following information: • Streams: Name Classification Lakes or Ponds: Name Classification ............. 7W7 7 7 7 7 -www._..ww Wetlands: Name _ Approximate Size �µmmmmm wmw „_ �. ' Wetland No. (if regulated by DEC) v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ❑Yes R�o waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: i.Is the project site in a designated Floodway? _ ❑Yes ONo ....-....._...._......... ............... j.Is the project site in the 100-year Floodplain? ❑Yes 0No _......w �............._............ _ .......... k.Is the project site in the 500-year Floodplain? ❑Yes 0No 1.Is the project site located over,or immediate) adjoining,g, www.....s _� �_..... wP J y J ping,a primary,principal or sole source aquifer? OYes❑No If Yes: i.Name of aquifer: Mattiituck Page 11 of 13 in. Identify the predominant wildlife species that occupy or use the project site: _ w___w__,_, small field animals n.Does the project site contain a designated significant natural community? ❑Yes RINo If Yes: i.Describe the habitat/community(composition,function,and basis for designation):........... ii. Source(s)of description or evaluation:.._w w__.. . ._..Y.................... W. Extent of community/habitat: • Currently: acres • Following completion of project as proposed: .............. acres • Gain or loss(indicate+or-): acres .............. o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ❑Yes®No endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? If Yes: i. Species and listing(endangered or threatenll:_........._....... ..... ........ _.._._ w..w.,. .,.. .,... ... p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of MWS- o special concern? If Yes: i. Species and listiing:....�.......,.... �.�.................................................................................._............................................................. _........................ _ .............._...._.......... __._____.www q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑YesONo If yes,give a brief description of how the proposed action may affect that use: E.3. Designated Public Resources On or Near Project Site a.Is the project site,or an portion of it,located in a designated agricultural district certified pursuant p � y p gn gri p suant to ❑Yes 0No Agriculture and Markets Law,Article 25-AA,Section 303 and 304? IfYes, provide county plus district name/number: . _ - ......._ ............................................................................................................................................ ._.- ........................................................._............-....... _..... b.Are agricultural lands consisting of highly productive soils present? ❑Yes®No i. If Yes:acreage(s)on project site? ... ...... ___...._..................... ii. Source(s)of soil rating(s); _... __...___ _, ........._._..._._._._._...._._._._._._._._._._._._....................w .....W........ c. Does the project site contain all or art of,or is it substantiall contiguous p j p y contiguous to,a registered National ❑YesR]No Natural Landmark? If Yes: i. Nature of the natural landmark: ❑Biological Community ❑ Geological Feature ii. Provide brief description of landmark,including values behind designation and approximate size/extent: ..._....................................._........... .. _ ___ __ _._..---- --------------------------------------- d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? ❑YesONo If Yes: i. CEA name: ii. Basis for designation: _._w w_ w .......... ....... ............ W. Designating agency and date: Page 12 of 13 e.Does the w project site contain,or is it substantial) contiguous to,a building,archaeological site or district _w_....................El YeswW�.............._______. p J Y � g, g� ®No which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? If Yes: i.Nature of historic/archaeological resource: El Archaeological Site ❑Historic Building or District ii.Name: iii. Brief description of attributes on which listing is based: f Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑Yes 0No....wwww archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? _....._ ..................--- ......-- ............._.___,_____....... ................... ............. ..._— ------------------ g.Have additional archaeological or historic site(s)or resources been identified on the project site? ❑Yes®No If Yes: i.Describe possible resource(s): ........................._...._.w........._........................... .................. ................. _w.....ww... ii. Basis for identification: w h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local OYes❑No scenic or aesthetic resource? If Yes: i. Identify resource:Scenic Byway -------------- ii.Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.): Route 25 and CR 48 iii. Distance between project and resource: 1 miles. ...................�. w... .......-.. .............................._.............._......_................ i. Is the project site located within a designated river corridor under the Wild,Scenic and Recreational Rivers ❑Yes®No Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? [-]Yes[]No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name Planninq,Board Date 2-26-24 Signature-----,,,, Title Attorney PRINT FORM Page 13 of 13 N BOARD MEMBERS ' , Southold Town Hall /� � ��, Leslie Kanes Weisman, Chairperson 53095 Main Road • P.O. Box 1179 �.� Patricia Acampora Southold,NY 11971-0959 " Eric Dantes Cfft_ e raatrru. Robert Lehnert Jr. Town Annex/First Floor 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 �g M LRECEIVED http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS NOV 2 7 2023 TOWN OF SOUTHOLD - Tel. 631 765-1809 �;trarthofd...�I"attin... ( ) Planning Board �^,� t,1 rlo Id I'1 n Ier FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 16, 2023 ZBA FILE: 7845 NAME OF APPLICANT: SMB RE Services, Inc. PROPERTY LOCATION: 56025 Main Road, Southold SCTM No. 1000-63-3-26 SEQ,R Q E_`RMIN 1_IO 1: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without further steps under SEQRA. St CI I OlwwK t,OQN CY ,, DMINIS I IC I IVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated September 20,2023,stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. ,IX k_ M1NA°I1ON. The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. C'R,0�'1;,..1 1Y A m"�'� P ,W"' 1 .,:, The subject properly is a 68,901 sq. ft, conforming property located in the I a-iii lot lusiness(I IB)Zone. The property has a road frontage of"95.44 feet along,NYS Route 25, it then turns north for 698.35 feet toward the L,ong Island Railroad, it Chen turns east for 91.17 feet before returning+, 777.39 feet(lack to NYS Route 25. The property is improved with an existing two-story frarne building with retail use on the first floor, and two legal apartments on the second floor of the building. B SIS 0.1.'„r"�,�',:�'1,.� ,,`„Amy"ION: Request for a Variance from Article XXII, Section 280-107 and the Building Inspector's July 12, 2023, Notice of Disapproval based on an application for a permit to construct a 24 ft. by 220 ft. building into six (6) single family dwellings, each having no less than 850 sq. ft. in area located on a conforming 68,901 sq. ft. parcel in the Hamlet Business District; at; 1) length of building exceeds the minimum permitted 125 feet; located at: 56025 NYS Route 25, Southold, NY. SCTM#1000-63-3-26. R1;°I I R (II S 1� ,& /1_B"�!li 1''Q.E1 : The. applicant requests a variance for a proposed multiple dwelling with a length of232.'i6 feet, according to the revised Notice of Disapproval dated October 31, 2023, where a maximum of 125 feet is allowed. According to the site plan dated September 6,2023,the length of the proposed building measures 247 feet, 7 inches, which the Board of Appeals has used herein to detennine the substantiality of variance relief. Page 2,November 16,2023 #7845, SMB RE Services SCTM No. 1000-63-3-26 A[1Q 11 J N A L A­1 )N: In written submission,the existing building on the subject property ha the benefit R­­­.­ . ._ of the following Certificates of Occupancy: 1. 44897—Dated November 7, 1972 Private two family dwelling with doctors office. 2. #7411 —Dated December 9, 1976 Private swimining pool with fence and accessories (since demolished). 3. #14750—Dated August 4, 1986 Alterations to an existing building. 4. #24229—Dated March 25, 1996 Enclose porch of existing antique store as applied for. 5. #32177—Dated February 5, 2007 : Additions and Alterations to an existing building. 6. #42430—Dated October 9, 2021 : "as built" additions to Apartment A in existing building. .501,11', UXB('))K PI ANN fNQ 1'( R,D, This application was forwarded to the Southold Town Planning Board, and their comments are as follows: The proposed multiple dwelling unit at this location is consistent with the purpose of the Hamlet Business Zoning District and with theTown's Comprehensive Plan. As stated in Chapter 280 ofthe Southold'Fown Code,the purpose of the flarn let Business HB)District is"to provide for business development in the hanilet central business area,;, including retail, office and service uses, public arid semipublic uses,, as well as hotel and motel and multifamily residential development that will support and enhance the retail development and provide a focus for the hamlet area". In the Town Comprehensive Plan's Chapter 8 on Housing, Objective 1.2 encourages "the development of new, diversified housing to help meet the needs of current year-round residents, including senior citizens, and local Workers,"As a small business owner,the applicant is finding that his employees cannot find places to live in Southold Town and is proposing the creation of a multiple dwelling to fill this gap. As the Town COMPIVIleTI.SiVe Plan clearly states, "the need for additional housing must be met if Southold is to maintain a vibrant workforce large and varied enough to serve year-round residents and seasonal visitors." Therefore,this above-referenced application is fulfilling an identified critical need for local workers. In addition, the Town Comprehensive Plan's Chapter 7 on Economic Development includes a goal "to preserve and improve the vitality of"each of the 'I,"own's hamlet centers and HALO zones as walkable local business districts". A mixture of residential and commercial uses has taken place on this property since the early 1970's, iN,hen it was a two-family dwelling with a doctor's office. Since then, various modifications arid appeals to the Zoning Board have resulted in a mix of commercial and residential uses for this parcel. Located in the hamlet center and with sidewalk connectivity, this parcel is well suited for additional housing while maintaining commercial uses in this walkable hamlet business district. Currently a barber shop and thrift store occupy the first floor of the main building,with two apartments on the upper floor. The proposed multiple dwelling is in keeping with the use and character of the pat-eel and surrounding area. Jhc relief'requested pertains to the proposed length of the multiple dwelling unit. According to §280-107 (A) no multiple dwelling building length can be greater than 125', The proposed building has a length of 232' 2" which is about 85% greater than what is allowed by the code, (7he ZRA has cletermined 1he acc�urate length of Me Jrropose(,l structure to be 247ftel, 7 inches,) The sublect property is long and narrow and already has a building on the street frontage so while this variance is significant, the proposed dwelling will be shielded from view from the Main Road due to its placement behind the existing,structure. The parcels surrounding the proposed site include. LIRR tracks to the north, a curi-ently vacant parcel of undeveloped land to the west, and a restaurant business(Southold Social)with an undeveloped rear yard to the east. Through the site plan process the Planning Board will review required screen ing/buffering. Overall, the Planning Board supports the requested variance. s Page 3,November 16,2023 #7845, SMB RE Services SCTM No. 1000-63-3-26 mFIN.t lel GSOF FA C"/.1 I Aw . PP P P g , , yPP personal rns�rectrcart caf"tl��„ property The Zoning Board of eals held a public hearing aart this application oil November 2, 2023 at which time � presented,and ral evidence were documentation, p inspection� � terty and surround surrounding neighborhood, and other evidence,the Zoning Board finds the followingtracts to be true and relevant and makes the following findings: 1 °ovwra .aw - "I Grant of the variance will not produce an undesirable change in the character ofthe neighborhood or as detriment to nearby properties, "1°lie lot exceeds the minimum size and is a conforming,parcel,and the proposed building is behind an existing commercial building located at the front of the property,thereby shielding it from view front the street. "I'he adjacent parcels are also zoned 1-1B.Tlie westerly neighboring parcel is vacant, the easterly parcel is developed with as restaurant and the parcel to the east of that is f the commercial boat storage. isl e facade t ea y P` he fac,at�e of the is e the P proposed P building w r o Conforrtbtutod the�multifiamily housing adeeortrthe subject narrow ttlot,tTherefo re,this ro posed building will riot cause an undesirable change to the character of the neighborhood. 2. ° °nwn „aw 6 _b' ' h The benefit sought by the applicant cannot: be achieved by some rnethod feasible applicant pursue, rather than an area variance, structures het° n requires multifamily dwellings to be attached for the p al rcant to (280-107), if'not they would need to be individual, gin would not comply with the crude. Therefore, there is no way to accomplish the construction of this ntult:ifamily dwelling without an area variance. 3. "a'�awwn aver " T-[a b 1"he variatitce grarttecl herein is rnatlrerrratically srab°starttial,represerrtiaig a 8% relief front tite code. However, the subject property, although conf'orrning in size, is very narrow and deep, specifically measuring 95.d feet of street frontage and 1.7 feat along, the real, property, lime„ and 698,35 feet anal 777,39 feet. `vel along he side property w he town code requires all the proposed dwelling units for respectively y g t p � y lines. Given that t g g y proposedhe P l y g p P p ect rs the building is needed to llayout. ntulttftar�ni�ly lto¢,rsrrt tc� be irr ortc burldtrt� ort tltrs rra >er•t th t1r raftlti.� I g burr � .. ��tt c.d len t1t of tyre td the visual screenin of"the ro osedhousingef'rom the street by art existing m e ial building, and the number of proposed units. Additionally, t properties and g proposed � corttrn will be further mitigated by the required site plan review, by the Planning Board which will provide additional screening, lighting, and parking as per town code requirements. 4. 'Cavinil I:�avv " 7-b 3 her' No evidence has been submitted to suggest that a variance in this residential corrtrnunity° will have art adverse impact on tile physical or environmental conditions in the neighborhood. In fact, the development of this project will achieve additional and much needed rental housing; three (3) units will rent at rnarket rate,while three(3)units will rent as aaffordaable workforce housing and follow HUD guidelines. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code, Planning Board Review, and the conditions of this board. 5. I"eawaa Lavvp i7-b Ia The difficulty has been self'-created. The applicant purchased the parcel after tite it applicant had actual or constructive knowledge of the Zoning Code was t effect and it is presumed that tltc a a limitations on the rise of the parcel under the Zoning Code in effect prior to or at tlte time of purchase l owever, the town Zoning coda requires a single structure to comply with the multifamily lionising code,which is compliant in this ;,.one,and is supported by the Southold Town Planning Board. applicant L w_.§!� �la� Grant of���" the requested relief is the minimum action necessary and adequate enable the 6. Town Lava' PP enjoy the benefit proposed multifamily dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of"the community. R ES-0 I 1 I Ct N t t1 l 11I BC)t)aRf); In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Lehnert, seconded by Member Dantes, and duly carried, to Page 4,November 16,2023 #7845, SMB RE Services SCTM No. 1000-63-3-26 GRANT the variance as applied for, and shown on the Site Plan and Architectural Plans (Sheets A100 thru A102, A104, A110, REN-1) drawn by Kenneth Roy Garvin, R.A. ofGDA Architectural Design, dated September 6, 2023. SUBJECT TO THE 11^"t`)LI.,OW1'NG, CONDITIONS: 1. This application is subject to Southold Planning Board Review. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board cif Appeals,failure to conpty$with the above conditions may render this de=c,ision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IM,PORTAN`1' 1,1)411 ON ' `Iff APPROVA � S GRANTED H_FR1�"oTN Please Read Cat l ertietrr from the surveev,site plan andwror arcµhitectural drawings cited in this tie isicrwr,or work e c`ee ling ,An dcvi the scope of the relief granted herein, will result in delays and or a possible denied by the Building Department of a building permit andldr Ilse issuance of'a Map Work Order,and may require it new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of"the relief granted herein, are not authorized under this application when involving nonconformitle~"s under the zoning code. This action does not authorize or condone any current or future use, setback or otherµfeature of'the subject property that may violate the Zoning Code,other than such uses, setbacks and other features as are expressly addressed in this action. TIME LINUTS ON THIS APPRC;I`VAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon extension not to exceed three(3)consecutive one (1) year terms 1T' p 11.E the PROPERTY t�l'1NNE�R'S RESPONSIBII.,I"7Y TO ENSURE l in a timely manner y st prior to written request IS 1" T�"R� THE COD � 1E UIR D TIME TRAMS DESCRIBED I,1C RUN.Failure to comply y may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento, Acampora and Lehnert. (5- 0) Leslie Kanes Weisman, Chairperson Approved for filing �� / is /2023 OFFICE LOCATION• , MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 ��' �� � Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) �� "� P' Southold, NY �; Telephone: 631 765-1938 www.southoldtownny.gov y PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 13, 2023 Ms. Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Notice of Incompleteness of Application Proposed Site Plan for SMB RE Service Apartments Located at 56025 Main Road, Southold SCTM#1000-63.-3-26 Zoning District: HB Dear Ms. Moore: I am writing as a follow-up to the above-referenced Site Plan Application. There are a number of items missing from your submission materials. Before the Planning Board can commence its full review, it is necessary to complete the application by submitting the following directly to this department: 1. Site Plan Application Form: currently incomplete due to missing details as noted on highlighted attachment. 2. Applicant Transactional Disclosure Form: currently incomplete. 3. Applicant's Affidavit: not submitted. 4. Full Environmental Assessment Form: only a Short EAF was submitted. 5. Property Survey, certified by a licensed land surveyor: not submitted. 6. A stormwater management control plan consistent with the requirements of Chapter 236, Stormwater Management. Provide grading and drainage information including drainage calculations, finished grade two foot contours or spot elevations, surface type, drywell information, and erosion sediment controls. The stormwater management control plan shall meet the performance and design criteria and standards in Chapter 236, Stormwater Management. Southold Town Planning Board Page 2 November 13, 2023 7. Existing site conditions (can be part of Property Survey required above), including buildings, pavement, drainage structures, utilities and the following natural features, as applicable to the site: (a) Topography; (b) Wetlands, water bodies; (c) Woodlands; (d) Dunes, beaches, etc.; (e) Trees >/= 6" dbh; (f) Slopes 20% or greater; (g) Flood hazard areas; (h) Cultural & historic features within 500' of property boundaries. 8. Provide the locations, dimensions, grades and flow directions of any existing culverts, waterlines, or sewage disposal systems, as well as other underground and aboveground utility poles and utility lines within and adjacent to the property. 9. Provide a separate key map showing: (a) Location, name & width rights-of-way within 500' of property lines; (b) Location and use of all buildings and structures, including curb cuts, within 200' of the property boundary; (c) Key map of location & owners of all properties within 500'. 10.Provide the listing of landscaping, buffering and street tree plans; including type, material, size, quantity and location. 11.Provide light fixture specifications and total lumens on a comprehensive Photometric Plan pursuant to §172 for all proposed on-site exterior light fixtures. 12.Provide the location of proposed water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal treatment. If you have any questions regarding this application or its process, please do not hesitate to call this office. Respectfully, ftvD , �- w Mara Cerezo Planner Submission Without a Cover Letter Name: SMb �i 516ry, Project Title: `", �'( B 1�t,; 5er y 1 c Q.. lr7► ��' -- SCTM#: 1000 - . —~ 3 P�► �+ i C t Date: �t,EIVED_.. ....... ........_. Oc 1 1, 6 2023 Details of Submission: f�.- tfl,' Planning IBoard n04--i ce1 O ,�- &scz f pm v - 9x plans RECEIVD ... SOUTHOLD PLANNING BOAS ���� , SITE PLAN APPLICATION FORM U Site Plan Name and Location Planning Board Site Plan Name: _-S� � � . Application Date: Suffolk County Tax Map#1000- f3 Other SCTM#s Street Address: So �� Hamlet: Distance to nearest intersection: _wwwwwww _wwwwwwww wwwwwww Type of Site Plan: x New Amended Residential Zoning District Owners/Agent Contact information Please list rtarne, jjrerrltt�g ejddress, below: Property Owner ., ' )(�.1_ Street 5&cr City--Lnud"_ State M-Zip Home Telephone 6 " Z Other Applicant Street City State Zip Home Telephone Other Applicant's Agent or`Representative: Contact Person(s)* �,O'C' c -M Street `�01VCTZ� lUl, & State j-Y .�_ Zips Office Telephone I `1 - 30 Other *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Site Plan Application Form 211812010 nqdm Proposed construction type: C New I NO Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: 0(qo ac./sq. ft. Site Plan build-out acreage or square footage: V51 S-�ac./sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes No' . If yes, explain:.........._www Does the parcel(s) meet the Lot Recognition standard in Town Code§280-9 Lot Recognition? YsN If"yes", explain(and attach any necessary documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: -7 / P Z/ Is an application to the Southold Town Zoning Board of Appeals required? Yes )< No If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: List all proposed property uses: p P P p Y Other accessory uses m.NN Existing lot coverage: % Proposed lot coverage: ) 3"31 % Gross floor area of existing structure(s): sq. ft. Gross floor area of proposed structure(s):. Parking Space Data: #of existing spaces:,#of proposed spaces: Loading Berth: Yes No Landscaping Details: Existing landscape coverage: _ % Proposed landscape coverage, % Wetlands: Is this property within 500' of a wetland area? Yes No Maybe I the undersigned, certify that all thq.,a>ove formation is true. �d Signature of Preparer. �" Date: 2 Site Plan Application Form 211812010 FORM NO. 3 TOWN OF SOUTHOLD --- BUILDING DEPARTMENT RECEIVED SOUTHOLD,N.Y. SEP 1 8 2023 NOTICE OF DISAPPROVAL DATE BMq oi-(Appeals TO: SMB RE Service Inc 1050 Vdaterview Dr Southold,NY 11971 Please take notice that your application dated May 25,2023: For permit to: construct a 24' 220 huildin divided into 6 six sinfarll dwellin s.,no less than 850 Il each n a conl"orrnin 68 9'1 l sf lot in the lwlanlet Business District at: Location of property: 56025 Route 25 Southold, County Tax Map No. 1000—Section 63 Block 3 Lot 26 Is returned herewith and disapproved on the following grounds: Pursuant to Article=I, Section 280-107 which states building length of a building containing multiple dwellings shall not exceed 125 feet in length. The proposed multiple dwelling building length is 220 feet. Additionally,Pursuant to Article XXIII, Section 280-127,the proposed use requires site plan approval from the Southold Town Planning Board. You may now apply to both agencies directly. -, ' Au. i�d Signature ( � Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file,Zoning Board of Appeals CC: file,Planning Board SOUTHOLD PLANNING DEPARTMENT 1,Mark chill,Rr sid.nt of SMB RE Service LLCM,hereby authorize Patricia C.Moore,EN..to act Southold Planning le all necessary as any agent on the property of C�"1" 1000-�a ,- 2 in Southold and handle work involved in the,subdivision/site e lan process with the ng Board. Signature: Sworn before me this.� Day of July 2023 [Notary Stamp] KYLEE S DEFRESE NOTARY PUBLIC-STATE OF NEW YORK No.01DE6420156 Qualified in Suffolk County My Commission Expires 08-02-2025 Southold Planning Department Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The ptupose of this form,is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: KLIH&MARK PUSUPINT-0, unless you are applying in the name ofsopneone else or other entity,such as a compan . ffso, indicate the otherperson's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan Other(Please name other activity) Do you personally(or through your company,spousc,sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "'Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes NcL.-- If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her souse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C.an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship: Submitted this----Aay of 2023 Mark,Schlft- esident Patricia C.Moore Disclosure Form Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2, Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken:. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# The Application has been submitted to(check appropriate response): Town Board 0 Planning Dept. E Building Dept. F�r- Board of Trustees G l. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital 13 construction,planning activity,agency regulation, land transaction) 13 r (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit, approval, license,certification: Nature and extent of action: Location of action: `7�'D'i. Site acreage:_www.www. Present land use: / — e" . e7l y�� Present zoning classification: , 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: /�1 (a) Name of applicant:--5L!1.(�0 ✓�C-� ZC (b) Mailing address: Wa 95 Wa � p Ld_._ (c) Telephone number: Area Code (6 6 (d) Application number, if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No FT' If yes,which state or federal agency?._ DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—PoIicies; Page 2 for evaluation criteria. 16Yes F] No ❑ Not Applicable www — Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Sectioonn 'lII—Polici s Pages 3 through b for evaluation criteria R Yes L'J No Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes No eNot Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages through 16 for evaluation criteria 0 Yes El No Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policie Pages 16 through 21 for evaluation criteria Yves 0 No Not Applicable .......... Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes E No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. R Yes © No&�Not Applicable Attach additional sheets if necessary _w Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and w=pplicable LWRP Section III—Policies;Pages 34 through 38 for evaluation criteria. Yes No PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies;Pages 38 through 46 for evaluation criteria. YeEl No Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold" titer-dependent uses and promote siting of new water-dependent uses in suitable locations. See RP Section III—Policies;Pages 47 through 56 for evaluation criteria. E Yes [2 No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary a{{nnd�d Tow7XO�Applicable , See LWRP Section III—Policies;Pages 57 through 62 for evaluation criteria. © Yes I—] Nd Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 t ugh 65 for evaluation criteria. Yes 0 No « Not Applicable ww Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pa 5 through 68 for evaluation criteria. Yes F] No Not Applicable Created on 5125105 11:20 AM LJ� 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: cc�� Project Location(describe,and attach a location map): _ 02 5- Brief Description of Proposed Action: el Name of Applicant or Sponsor: Telephoner _ U GJ (� (2-l" tGV`,\ltCe . E-Mail: 01kkSi& 2 d C •C0(yl Address: City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan,local Iaw,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that t/ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: Z 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? acres 4. Check all land uses that occur on,adjoining and near the proposed on. ❑Urban ❑Rural(non-agriculture) ❑Industrial VICommercial W esidential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify):. ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? C1' 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES f b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ✓ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: _....... 11.Will the proposed action connect to existing wastewater utilities? NO YES tv If No,describe method for providing wastewater treatment: 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands (early mid-successional ❑ Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge, either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑-6❑YES b.Will storm water discharges be directed to established conveyance systems(r Ltd storm drains)? unof If Yes,briefly describe: O❑YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size; 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name; " tt, ? Date: Signature: _ r� Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonabl available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency � Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 SMB Real Estate Services Inc. LOT RECOGNITION § 280-9Lot recognition. [Added 11-28-1995 by L.L. No. 23-1995; amended 7-22-1997 by L.L. No. 22- 1997] A. A lot created by deed or Town approval shall be recognized by the Town if any one of the following standards apply and if the lots have not merged: (1) The identical lot was created by deed recorded in the Suffolk County Clerk's office on or before June 30, 1983, and the lot conformed to the minimum lot requirement(s) set forth in Bulk Schedule AAW as of the date of lot creation. Tax Map #1000-63-3-26 : the attached deed dated 9-23-81 at Liber 9079 page 504 for the subject parcel is proof that the parcel is a "recognized lot" pursuant to Town Code Section 280-9. � x 70 79nu504 €6997 Sx��M �ISE�'t.: tf•G a WARRANTY DEED 1fli5 uarMftty deed Made the 23rd day of September A_ D. ie.81 by Muriel A. Donlan, residing at 130 Linstew Drive, Ft.Waltbn Beach, I ins CZ t grantor, to Albert W. Albertson and Donald B. Katz Whose pastaffice odth* is d/b/a Colonial Corners,AM.ein Road, t o t 9l d, ,N.Y. heretnatf ter cold the'grantee. 4 iW hnraa.r red h"uift the seam ""s"At M^ and ,"plranzasa�r`" wDCIU& aD d* P"61A to thk iMVVMV"t Wnd h-= 1, a,rrp�aaae&r` Graf-s ea of AWA�Wv ah, and Mien sucna."o smd'a"isa. of aanp.vfte_Xm) e`itil » That the ,grantor, for and to consideration of the arum of' y000.00and other valuable idoratiomf, receipt Whereof is Hereby acknowledged, hereby grants, bargains, sells, aliens, ra. w,sea, relea , con6eysc and confirms unto the grantee,all that certain land situate in SU,f folk �ew In the Town of Sou hold, County of Suffolk and State of New ork bounded and described as follows:- BEGINNING at a point marked by. an iron pipe on the northerly aide of Gain Boad,'wbioh point is 3 9.76 ;feet easterly along said northerly line from i.ta intersection with the easterly line of Boisseau Avenue un rning thence Along land-"now or formerly of, K6mskis, North ndegrees 0 lainutaa lkl eeconds feat; a distance of .3 ' feet to a point Blarke by a Pipe; running, thence still 'along land now or foralle l of, Koxa kis North 9degrees ` minutes 00 seconds West.,, a distance of 69 . ,9 fret to �1and of Long-Island Railroad; ru¢an.ing, thence .along., AL6,-land of Lang Island Railroad clrth 71 degrees 22 minutes 40 seconds Fast, a. distance of 91.17 feet to land of Lester M. Albertson and wife; running Lhence, along aid land of Lester M. Albertson and wife South 9 degrees 25 minuted 00 secondsEast,* a distance of 717-39 feet, to the northerly line of ,Main Road; running thence along said northerly line of Main Road Mouth 87 degrees. 59 cainutes 0 seconds West, a. distance of 95. feet to the po .;nt or Vacua of B 1 t fIC:"�° SE�C"TIO14 LO ��� �. 'wit t n tsl app n q . to be gun pr in';iny- �661 wise appertaining:o, t and to Hold, the same in fee simple forever. R11d (be grantor hereby covenants.with said grantee that the.grantor is laata idly saixad of said land in fee simple; that the grantor has good right and 6gIN authority to ,sell and convey said load; thasii the. grantor hereby fully warrants.the title to said Band oral will defend the saaae against the lausful claims of all"persons whomsoatmr:, and that said"land is fraa of all 'amcunbravtces, except taxes accruing subsequent pt�M to l)orcmaber tl, 1981 Bing they same premises as heretofore cone ed 'by deed dated Sept- Inkier`24, 1974.from William,11. Donlan and Muriel A. Donlan to Muriel Donlan herein recorded in the office of the clerk of Suffolk unt7 on October 2, 1974. and recorded in Libor 7724 on°pages 548. f �elni e ar trno � ri fno nutltber) Main Boad, Southold,. Count of �� fUf, the sand grantor has signed ar+d ,sealed thwo presents the day and your first above written. Signed, sealed and delivered in our.presence': IEL A DON LAN $PACE M USE STATE OF I' C 2x[f c� { ......slew roil RECORDERS .. COUNTY OF 0k A I rsv SA, l} (} I HEREBY CERTIFY that on this day, before me, an officer duly Q6991►y authorized in the State aforesaid and in the County aforesaid to take acknowledgment; personally appeared A to n11 known to be the person described in and who executed the � forrgaing instrument and acknowledged before me that [R$_E-JA3L__E_S1' CT 2 executed the same. WITNESS my hand and official seal in the 'County and FER Tl� « State bast aforesaid this a d aa� day of t �V *m A.r) i 9 t i ;f -S#*of fW&at I, ► , RTHUR J. FELICE RECORDED OCT 2 1981 auk out Suffolk County Executor's Deed—Individual or Corporation CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the My- _day of anus 2022 BETWEEN LAUREN JEANNE KRUSZESKI, residing at N afli, as executrix of the last will and testament of Joan P. Pressler a/k/a Joan Patricia Pressler, late of Southold, Suffolk County, who died on the 3rd day of July, 2017 as to a 10 Inter t, and LAUREN JEANNE KRUSZESKI, residing at t MICHAEL EDMUND PRESSLER, residln at (g5 d r JAMES SCOTT PRESSLER, residing at &0 OtTk_141 and RICHARD TODD PRESSLER, residing at as Successor Co-Trustees of THE FAMILY TRUST U 'DER ARTICLE NINE OF THE PRESSLER LIVING TRUST DATED 1116/2003,as to a 50%Interest and; party of the first part SMB REAL ESTATE SERVICES,INC.with an address of I060(a)AJ4WitW Dr> I C'Av blJ "11411 party of the second part, WITNESSETH, that whereas letters testamentary were issued to the party of the first part by the Surrogate's Court,Suffolk County,New York,on and by virtue of the power and authority given in and by said last will and testament,and/or by Article 11 of the Estates,Powers and Trusts Law,and in consideration of ONE MILLION FOUR HUNDRED THOUSAND and 001100($1,400,000)Dollars paid by the party of the second part,does hereby grant and release unto the party of the second part,the distributees or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being in the SEE RIDER ANNEXED HERETO AND MADE A PART HEREOF BEING AND INTENDED TO BE the same premises conveyed by deed dated 11/14/2016 and recorded 1/12/2017 in Libor 12896 page 142 and deed dated 4/2812017 and recorded 6/8/2017 in Liber 12915 page 943. TOGETHER with all right,dtle and interest, if any,of the party of the first part, in and to any streets and roads abutting the above-described premises to the center lines thereof; TOGETHER with the appurtenances and also all the estate therein, which the party of the first part has or has power to convey or dispose of, whether individually, or by virtue of said will or otherwise;,TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the distributees or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been incumbered in any way whatever,except as aforesaid. Subject to the trust fund provisions of section thirteen of the Lien Law. The word"party"shall be construed as if it read"parties'whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF Grantor(s)µ Laure Jeanne Kruszeskl, Executrix auren Jelinne,Kruszeskt,Co-Trustee ,, M �%- j Michael Edmund Pressler,Co-Trustee J es Scott Pressler Co-T ee Richard Todd Pres r,Co-Trustee STATE OF N EW YORK :as.: COUNTY OF SUFFOLK On the_"�day of 2021 before me,the undersigned, personally appeared LAUREN JEANNE KRUSZESKI, persona y known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to within instrument and acknowledged to me that she executed the same in her capacities, and that by her signature on the instrument, the individual,or the person upon behalf of which the individual acted executed the instrument. Notary Public gELENb.SMILING No'0t SSW'Sut(01k C0U#" STATE OF NEW YORK Term expires04/22/ ss.: COUNTY OF SUFFOLK On the_ L_' _ day of 21121 before me,the undersigned,!personally appeared MICHAEL EDMUND PRESSLER, personae known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to within instrument and acknowledged to me that he executed the same in his capacity,and that by his signature on the Instrument,the individual,or the person upon behalf of which the individual acted executed the instrument. Notary Public 14ELEN I-fft, t lN# STATE OF NEW YORK NeWVpubtic,Sun&ofN*WY** �. ss.: Term Expire%04/22/ZOt Z'? COUNTY OF SUFFOLK On the ji day of lUIUVIA ,2021 before me,the undersigned, personally appeared JAMES SCOTT PRESSLER, personally kn6wn to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to within instrument and acknowledged to me that he executed the same in his capacity,and that by his signature on the instrument,the individual,or the person upon behalf of which the individual acted executed the instrument. Lc, '6jL t Notary Public HELEN E SMUNt3 -Notary pubti+w~.Stm of New Yak ; Suffolk CouMY STATE OF NEW YORK �"0't ktt� 8, TermExpireso4/22/2.oZ2 Ss: COUNTY OF SUFFOLK On the t _day of 2021 before me,the undersigned,personally appeared RICHARD TODDp PRESSLER, personally n to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to within instrument and acknowledged to me that he executed the same in his capacity,and that by his signature on the instrument,the individual,or the person upon behalf of which the individual acted executed the instrument. I'LL, Notary Public .� Nolerypublic,sung of ftwyo* NaOtttl'b06rll9tllt,Sarttolk� b TtwrmEN,twres04/22/'2.C�'"k-'"t- 800 WW"eeterAvenue•Suite S340•Rye Oro*NY 10573•T(914)381.6700•F(914)381-3131 315 Madison Avenue•Suite 3028•New Yo*,NY 10017•T(212)432-3272 F(800)329.9396 JUDICIAL TITLE 30 West Mein Street•Suite 302•Riverhead.NY 11901 •T(631)395-0500•F(631)405.3155 Title Number:145558FI-S SCHEDULE A ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the Town of Southold, County of Suffolk, State of New York, bounded and described as follows: BEGINNING at a point marked by an iron pipe on the northerly side of Main Road, which point is 329.70 feet easterly along said northerly line from Its Intersection with the easterly line of Boisseau Avenue; RUNNING THENCE along land now or formerly of Komskis, north 04 degrees 20 minutes 10 seconds west, a distance of 52.35 feet to a point marked by a pipe; RUNNING THENCE still along land now or formerly of Komekis, north 09 degrees 25 minutes 00 seconds west,a distance of 698.35 feet to land of Long Island Railroad; RUNNING THENCE along land of Long Island Railroad, north 71 degrees 22 minutes 40 seconds east, a distance of 91.17 feet to land now or formerly of Lester M.Albertson and wife; RUNNING THENCE along said land now or formerly of Lester M. Albertson and wife, south 09 degrees 25 minutes 00 seconds east, a distance of 777.39 feet to the northerly line of Main Road; RUNNING THENCE along said northerly line of Main Road, south 87 degrees 59 minutes 50 seconds west,a distance of 95.44 feet to the point or place of BEGINNING. FOR CONVEYANCE PURPOSES The policy to be issued under this report will insure the title to such buildings and improvements erected on the premises which by law constitute real property.TOGETHER with all the right, title and interest of the party in the first part,or,in and to the land lying in the street in front of and adjoining said premises. 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TIMBER W 1 l �' I ry0� $6q ry05y A ary ayg gaO ga0 +ryy gq1 +0 y O y , i 6g t }ryy t `. € qa 4 CLF t { E N t ALL 1 f�o +ry +'L +ry Via° +ry g , 1 1 �' g ry O 6 ryy_ t W }___. -... i- <"'" �4.2' o ASPHALT iy } +ry }ry ryg1 +.b'1 +ry1 +ry1' +ry1. ry11 ;} 6ya +ry ry0'L "ggq 0,1'' - '_,' a_ , ry „ :,....bq,..r, as 5 a ..._30.8' �F/pry ry� + - - - - - - DRIVEWAY d DELAP 4'CHAIN LINK FEN. f D 2V I ` -cq - a � r lYClJp,G5a®0"a . a CLF EXISTING CATCH 698.35 f 1•7' ` 0•�e�e��y"s g�; `` (- BASIN TO REMAIN ,. ; ��i�' � W 5.1 REMOVE EXISTING SHEDg fGRavEG s,, TAX LOT 8 EXISTING CHAIN LINK I v J FENCE TO REMAIN I q ' \W\ r / 0 U LOCATION MAP EXISTING SITE & DEMO PLAN N.T.S. SCALE:1"=30' �o BOISSEAU A VENUE PROJECT 03 0 LOCATION w > tL.l�.l { Z � o Lw � Z Lu Lu z 04 o z o� w 100, 110' 11 0' //\ Q. j z 04°° O / \ W Q Y �_ PL MAIER / \ WO �Z 9x \ .00 \ t Qro w � / W cn / U loll \\ // W ~ O SURVEYING NOTES \ \ z 1. FIELD WORK WAS CONDUCTED SEPTEMBER 28,2021 BY SCALICE LAND SURVEYING,AND ALL MEASUREMENTS WERE TAKEN ON THE GROUND. / \ / \ > W 2. PROPERTY LINES,BEARINGS,AND NORTH ARROW ARE BASED ON LIBER 12896 PAGE 0142 FILED WITH THE SUFFOLK COUNTY CLERK. / \ 3. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD 88). // 4. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. 5. THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE s0 16 \ 15 L1gR \\ ERECTION OF FENCES,RETAINING WALLS,POOLS,PATIOS PLANTING AREAS,ADDITIONS TO BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTION. O- \ 6. PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY. 7. THIS SURVEY WAS PERFORMED WITH A SPECTRA FOCUS ROBOTIC TOTAL STATION. 8. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF ANY,NOT SHOWN ARE NOT GUARANTEED. \11N ( \ 9. SURVEY IS SUBJECT TO ANY STATE OF FACTS WHICH AN UP-TO-DATE TITLE EXAMINATION MAY DISCLOSE. 10. ALL UNDERGROUND UTILITIES ARE NOT SHOWN.PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL"CALL BEFORE YOU DIG"AT 811 AND HAVE ALL UTILITY LOCATIONS MARKED ON THE GROUND. \ °' m 500 ` '�• \\ \\ \ \ PROPERTY OWNERS (500' RADIUS PROPERTY ADDRESSES & USES (500' RADIUS). 1. SMB REAL ESTATE SERVICE INC 1. 56025 MAIN RD-BARBER SHOP,THRIFT SHOP,AND APARTMENTS 2. CACI PARTNERS LLC 2. 56125 MAIN RD-RESTAURANT 1� \ \ 3 3. WITZKE CAPITAL LLC 3. 56215 MAIN RD-JUICE BAR \ �G 1 \ \ \ Y N 4. NKK LLC 4. 56275 MAIN RD-BAKERY F- 5. JORGE TORRENTO&SONIA TORRENTO 5. 56365 MAIN RD-RESIDENTIAL \ \ 6. EUGEN TOMASIC&MIRELLA TOMASIC 6. 56475 MAIN RD-FLORIST \ �o P, ?j \ \ Ln 0_! 7. ENCLAVE SOUTHOLD LLC 7. VACANT r3 \ o ` 7 1 8. LIRRMTA 8. LIRR-TRANSPORTATION `r �J \ \ \ N O cM 10. STOCK NTHOMAS MD DEVELOPMENT LLC THY 10. 55 65 MAIN RD-CAFE&STORE P�. VACANT �� \ �3 \ \ \ W = z Y 11. CARLISLE COCHRAN&ROBERT COCHRAN 11. 200 BOISSEAU AVE-RESIDENTIAL �o \\ \\ 9 3 ~ Z m 12. EMILY COCHRAN 12. 270 BOISSEAU AVE-RESIDENTIAL i9 9 7 \ \ 2 O Z (� 13. PATRICK CULLEN TRUST 13. 300 BOISSEAU AVE-RESIDENTIAL \ 0 14. C V MANAGEMENT LLC 14. 400 BOISSEAU AVE-RESIDENTIAL 10U 1`Z \ \ n/ W 15. 700 BOISSEAU AVENUE REALTY LLC 15. 700 BOISSEAU AVE-RESIDENTIAL o 5 rp \\191 \\ 2 4 O 0 c) 16. 1070 BOISSEAU AVENUE LLC 16. VACANT ��� c 17. HOWARD BD LIVING TRUST 17. 985 BOISSEAU AVE-RESIDENTIAL po "„ o, 18. TOWBEE LLC C/O SEA TOW SERVICES INTL INC 18. 700 HUMMEL AVE-OTHER STORAGE 2O� s�G 1� 2 3 103 \ - \ N Z Y 19. COLONIAL VILLAGE TENANTS CORP 19. 55075 ROUTE 25-APARTMENT/CO-OP 2�� d's 1 50' 1p0' 162 2 3 0 0 O O 20. SOUTHOLD FIRE DISTRICT C/O TREASURER 20. 55135 ROUTE 25-POLICE/FIRE DEPT mo 15 21. 275 BOISSEAU AVE LLC 21. 275 BOISSEAU AVE-RESIDENTIAL 2� <� 15 150� \ Ln ~ � O 22. DALY JOEL 22. 205 BOISSEAU AVE-RESIDENTIAL Z \ 10 g5 DU � )- 23. MAJORS COVE HOLDINGS CORP 23. 175 BOISSEAU AVE-PRINTING CENTER s s R �� \ ' 24. PASQUALE RUTIGLIANO 24. 55575 MAIN RD-BUTCHER SHOP 23 \ p 2A5' D 134 �5 0' \ \ 10 i TE 25) 25. 55500 MAIN RD LLC 25. 55500 ROUTE 25-RESTAURANT \ ��� IN - 26. 55560 CORP 26. 55560 HOBART RD-BEVERAGE SUPPLY lvu s 147' 27. SOUTHOLD HISTORICAL SOCIETY 27. 54325 MAIN RD-CULTURAL&RECREATIONAL Z� 1p0' 28. JOHN LANE&LAURIE LANE 28. 150 HOBART RD-RESIDENTIAL B5 5Q 53. 31 s6'' O\ ROAD AS \ 29. JOAN BENKEN 29. 250 HOBART RD-RESIDENTIAL 3r0 a,, '� o�, (k� NP, 30. CASEY PISACANO&CHRISTOPHER PISACANO 30. 370 HOBART RD-RESIDENTIAL 1 3 31. CHARLES URIBE&EILEEN URIBE 31. 45 HOBART RD-RESIDENTIAL 1p \ �r's 6, 33 `ram �o j 0 44 32. STEVE BELICH&VALERIA BELICH 32. 285 HOBART RD-RESIDENTIAL `L5 `Z6 �'•3 39 ���' fig\ \ 37 ' 33. MULLEN REALTY L P 33. VACANT-PARKING tiG ss (k`3 06 \ 33 & 34. JULIAB EARLEY 34. 115 HOBART RD-RESIDENTIAL ,Lbs 35. CSJP LLC 35. 55700 MAIN RD-DELI 36. ROCKIT PROPERTIES LLC 36. 55750 ROUTE 25-CATERER 37. MULLEN REALTY L P 37. VACANT-PARKING 38. 120 COTTAGE PLACE LLC 38. 120 COTTAGE PL PARKING 39. 622 CHURCH LANE LLC 39. 160 COTTAGE PL-RESIDENTIAL \2� 30�`�s 3 ��o O LL 40. JURIJ LESHKO&NADIA SVORAK 40. 220 COTTAGE PL-RESIDENTIAL 41. KATHRYN PULVER 41. 300 COTTAGE PL-RESIDENTIAL \\� �� (� ` , 42. ALEXIS L BARR&ANDREW Y KURITA 42. 385 COTTAGE PL-RESIDENTIAL R _ v 43. CHRISTINE WATTS&CLAIRE WATTS 43. 315 COTTAGE PL-RESIDENTIAL - 44. MULLEN REALTY L P 44. 55980 MAIN RD-CAR DEALERSHIP J U L 3 d 2024 45. RWM ENTERPRISES INC 45. 56340 MAIN RD-ANTIQUE STORE 46, RWM ENTERPRISES INC 46. VACANT 47. NI CO HOLDING LLC 47. 465 KORN RD-RESIDENTIAL Southold T own 48. MIRA DOUGHERTY JOHNSON&TIMOTHY WOOD 48. 340 LOCUST AVE -RESIDENTIAL Planning Board w 49. SCHELIN ROY A JR&SCHELIN JOANNE K 49. 385 LOCUST LN-RESIDENTIAL W 51. GERARD V OORE ALE& O MO A,E 51. 165 LOCUST LN-LANDSCAPE CONSTRUCTION 500' RADIUS MAP 200' CURB CUT RADIUS MAP r� 51. GARRETT MOORE&MARGO MOORE 51. 165 LOCUST LN-RESIDENTIAL 52. SOUTHLAND CORP 52. 56480 LOCUST LN-7-ELEVEN NTS NTS N IT It 04 CIJ 04 CD C) 0 N C14 (N m L0 r__ C) CD C) c') -,r -.t 'T 'T c\1 LLI N C14 N C:)0 Lu CD C) C) co Q 5; C'i CN cv CIJ O - - - LLI 00 00 co Q Q)O CZ4 cl) C) C) (D EXISTING(7)STANDARD LLJ 7AX 11011, /10 PARKING SPOTS AND(1) 1- 0 ADA COMPLIANT PARKING z d 1XI SPOT TO REMAIN U) Z 0 U) < I- LL-Z 0 z 09 w �: co Lu U) Lij V,-DR! We"RF ........ < 0 1- < ............ 0 W < W �1; U)W S09*25*00"E wono fzm if U) 0- 000 ........ ........................ ........................................ 4 WMI RAN 'PI 777.39' 7- t . .. ....... ...... 1-1, if zt�................................... ASP,,A,' I WAL! ­ - - -_ - -_ _. -_ -_ ........... ------------ --------- - --------- - -UNIT RESIDENTIAL BUILDING --------------- ,'hIlp, L SIDE YARD PROPOSED 6 SETBACK if F.F. EL. 28.50 PROPOSED ADA C, cil- PROPOSED S.F. 7,061S.F. 14X LOT 26 COMPLIANT PARKING SIGNS __3 G c -(1.....if CONCRETE PAD(TYP-4) wl 3 if V0 C,CONCRETE R 4\ o�,y COTTAGE PL U Y, ko WALKWAY 7 PROPOSED ------- LLJ k, CONCRETE WALKWAY it it ff U- ot r ;L ,,m -,n IL IL 11 11 -_13 ROOF OVER FRONT ENTRY WITH 0 2 SUPPORTING COLUMNS(TYP-6) SIDE YARD 2 iIA,e, m'4�, 1 !it I fill �""'L i �,__ 1,,� 1­j i / if 1,1 - "LATI lt�, \ \ \ \ 1� Q 7- LIMITS OF PAVEMENT DISTURBANCE r-_ - I h 1-4-t- i c\j SETBACK it 1,W,i" (D L MEET EXISTING PAVEMENT t-f 0 6 PROPOSED LANDSCAPING,SE PARKING BUMPER(TYP-13) SHEET 3 cqL t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- - - - - - - - - -- _ - _ - -- -- 0 if - - - - - - - - - - - PROPOSED ADA COMPLIANT PARKING L to EDGE OF PROPOSED, - --- ----------- ASPHALT PARKING LOT STALLS AND STRIPING(TYP) k,,,j MD if co ............ ------ I I N- z .A I i N09025'00"W z 698.35' ;, 04',90'10" )tv 'I AX 1,02" f� J _j W PROPOSED PARKING STRIPE PROPOSED 9'X1 9'PARKING SPOT(TYP-29). 1 f 'i ARROW(TYP-2) ALL PARKING STALLS TO BE SAME ASPHALT DRIVEWAY V* DIMENSIONS,SEE SHEET 4 FOR DETAIL. W Z z _j < O Z < W < n U) z PROPOSED SITE PLAN 0 0- 0 SCALE:1"=30' 0 < 0 15 30 01� BOISSEAU AVENUE (D PROPERTY INFORMATION PROPOSED ZONING INFORMATION PARKING LOT CALCULATIONS ZONE'HB'HAMLET BUSINESS z PROPOSED 6-3 BED 2 BATH APARTMENTS USE CALCULATION REQUIREMENT >_ SUFFOLK COUNTY TAX MAP NUMBER: EXISTING: BARBERSHOP: 3 CHAIRS X(2.5 STALLS/CHAIR)=7.5 2.5 PER SERVICE CHAIR 7 Llj 1000-063.0003.00-026.000 ITEM REQUIRED PROPOSED THRIFT SHOP: 1257 SF X(1 STALL/250 SF)=5.02 1 PER 250 SF > i-Y (I OWNER:SMB REAL ESTATE SERVICE INC LOT SIZE S.F. 20,000 S.F 68,901 S.F. APARTMENTS OVER STORE(2): 2 UNITS X(1 STALL/UNIT)=2 1 PER UNIT W Z) TOTAL REQUIRED=14.52 LOT WIDTH 60' 95.44' W (A ADDRESS: 56025 ROUTE 25 LOT DEPTH 100, 777.39' TOTAL EXISTING STALLS PROVIDED: 15 STALLS-1 ADA ACCESSIBLE STALL&14 STANDARD STALLS i� o FRONT YARD 15, 295.78' (.5 z SOUTHOLD,NY 11971 Z ()� d MUNICIPALITY: TOWN OF SOUTHOLD SIDE YARD 10, 10.00, USE CALCULATION REQUIREMENT Lij Z) z BOTH SIDE YARDS 25' 54.73' PROPOSED: 3-BED RESIDENTIAL(6): 6 UNITS X(2.25 STALLS(UNIT)=13.5 2.25 PER UNIT co BUILDING USE: RESIDENTIAL I C14 REAR YARD 25' 219.34' BARBERSHOP: 3 CHAIRS X(2.5 STALLS/CHAIR)=7.5 2.5 PER SERVICE CHAIR 04 THRIFT SHOP: 1257 SF X(1 STALL 1250 SF)=5.02 1 PER 250 SF Lu ZONING DISTRICT: 'HB'HAMLET BUSINESS LANDSCAPE AREA 25% 48.3%(EXIST:77.9% APARTMENTS OVER STORE(2): 2 UNITS X(I STALL/UNIT)=2 I PER UNIT LOT SIZE: 68,901 S.F. 1.58 ACRES MAX LOT COVERAGE 40% 14% TOTAL REQUIRED=28.02 c') MAX BUILDING HEIGHT 35' 17'-3" >_ c) Uj L:u MAX NUMBER OF STORIES 2 STORIES 1STORY TOTAL PROPOSED STALLS PROVIDED: 37 STALLS-2 ADA ACCESSIBLE STALLS&35 STANDARD STALLS 04 LLJ o? C) EXISTING BLDG S.F 2,282 G.S.F. uj <c �< ;:,,R PROPOSED BLDG AREA REMOVE-EXISTING 7 STANDARD STALLS.KEEP-EXISTING 7 STANDARD STALLS AND 1 ADA ACCESSIBLE STALL. c) 7,061 G.S.F. co W C) �a TYPICAL UNIT G.S.F. 1,176.8 G.S.F. PROVIDE-28 STANDARD STALLS AND 1 ADA ACCESSIBLE STALL. uj 0 _j _j UNIT USABLE S.F. 1,067 U.S.F. 0 �Lu Z to Lu TAA- LOT 10 r 234.11' 247.50' 295.78' 7.67' 232.17' 7.67'- ................... TIN T, ............ Lo I .......... CD m - - _.. A L6 If S09025'00"E WOOD RAII. �r?, 27.85 ............. ..4 ......................................................... ............... .................... Ck 1 1;1 j, ................. 4' V1110 RM, Y .3 777 7 j gg, 26.3 28.0 __J---F.F. EL. 28.50 4 C" Zn F A3,i:j!ljj t ci, cl) .......... 22.94' c1q 15.09, 0) ,c:" ...... 'Afc, it 285 28.5 2 hCfl ci ci ci t vo 11 COTTAGE PL , \ \ �y Z,�vf_ 285 "J c3) 28.5 L6 _�u F.F. 7,0 61 S.F. , , ✓I zo PROPOSED CONTOURS En 28.5 S.F. 68.901S�F. 61PlF,,,s" otli CD ED r, cq ci A _'j A$ Lo.'r _(�b i"m z co + T2 C=) C> C> cm) C) C) 12 I J3 13 ____o CL n CL---�m + 00 28.5-/ _T28 4 ED C, - +- m 1 1 if 28.4 6 C7; N TYP _j I i 1+ 28.05 28.0 4, EXISTING CONTOURS 411 284 28.18 DISTURBANCE 1 kk C\?�1, c') -1 +­ 1 i LIMITS OF PAVEMENT DISTURBA 'i A Lij 0 27.75 MEET EXISTING PAVEMENT ((k _L0 ViT w �e IT z w I if 273 En 128.. 1 27.7 p ED 03 4 1 11 2-- 04 C-4 N C14 cli Z 8, Z, q q ED " " , ,t , 28.5 CD CD c'o 0 0 co C, --------- ------- - �cl CN co 4 1�t, " 11 ,., " 7.5 2 u- Z) e P WA 0 %_1 w ---------- c, C6 0 u') Z 0 C/) 211.19' N09025'00"W W _27.9 698--35'_ _,4 4 .40201 �y f ro zn zn 28.3 c:) _J 0 k1f T!!A' 107' cq cl� C14 cl) cl) to to m I i , (D 0 52 35' 0 q cl) c_j 219.34' if P 0 Lf LL ILL 283.47' U) U) R GRADING & ALIGNMENT SITE PLAN 0 15 30 SCALE:1"=30' BOISSEAU A VENUE U- 0 RECEIVED JUL 3 0 2024 south6fa-1-ovv6- Planning Board w w r cf) 2 ,PING SEE S ET 3 PROPOSED S LL, A , __ __ __ ___ -'q- - - _" -_- _XPAR�I STRIPE PROPOSED YXI 9-_PARKI if 28 5 C; -0 uj 0 3 77- I TAX LOT 10 RELOCATE EXISTING 8'OX8'EFF.DEPTH PROPOSED DRAINAGE LEACHING POOL TO MEET v v v SUBMERSIBLE s HEALTH DEPARTMENT STANDARDS ) N N CD N TRANSFORMER cQ No N 'qr co EXISTING UTILITY VENT LINE SERVICES TO REMAIN T N s u.. '.. I o 0 0 VENT LINE AIR LINEA e1 I t:N } rN,. AIR LINE _. {! tr ' r v N N N N { ELECTR ' SD9°25'Dt?"E' ,;, ., :; --- c:; +ta°-' _.._..............- _ ............ _._._.,_.................. _ o = ---_ /...___._... . `" < - ,>�, TREATMENIT UNI ,�. �. .�;:;,;:, r;r !'>< <:- .,..� `r'�`7.3.g� 1 �; '! ) o w o 0 0 -. - , , R - N N N -�-� =-WM-YYM-YM"=T'�MI �NM=N =N'M=ItM�N'M---Nf,�=11pf 11M=WM--N7A=pIfi•-.�'kty�Y14- -11M�NM-�11�11�- AIM -Z WM-:-.N!{x--�-, F M N \ L � ! O O M „sr / - 28.0 -. ..... ;k �� N CDy "r " 7 r C'V i s OMM i ---------- - 5 f?'} _ ' it c, `� CDO ' 1 , -- - ---1 4 t:: ..y 07 _.... -' PROPOSED 6-UNIT RESIDENTIAL BUILDING - _ I PROPOSED CONTOURS �: :'hR:itz .r Z O ° 4y �O I ' �' I',.!ta \ \\ vii= ) 1! 7 I F.F. EL 28.50 C.O. /' r " x. , ', ' `, \ \ It ` \ , ''\ , s...t, r::,:,rnint,.nr,r ;_j:...f,_:. .*,`3` < Z m O Z ` r r r PROPOSED fHYDROACTION AN800 !- :rl:;._ t7 Q F- m l�Z S.F. 7,O61S.F. 3 1.. 1 d: "'. . t, \ \ \ \ i , t:: r i I ) INV EL=25.5' INV EL=25. ' _ = o TREATMENT UNIT,RIM EL=28.0',N INV / `:\ \ \ \ '• .j y`_.* ;r?t c ire;:., %_.._J ! y I " -< - W Z p O_ P ._., x. ' INV=25.5' _ \ �, ,;\ \, t.. \.r, :i -- '::dt .-_r.'..==i` I i w i I OTT G _ /-' PROPOSED HYDROACTION AN800 p INV=25.5' INV=25.5' p o EL=25.78',W INV EL=25.69' { i.` `\ \kS5Ci:5 , nahr, -. iI Q O W m w(A TREATMENT UNIT,RIM EL=29.0', o O 'i^v N 7- ---_._•...'-; i \ \ \�'\ ';{ t I; 1 U F_ Y m w 00 S INV EL=25.78',W INV EL=25.69' a en RRr cl_ . `' • "•I •: I 1 I I I I I I I _ fn_ : ,_ .• '. ... ° / ' �'\ \ \ 1, i'\i���`;..' !'i•a ('xf t i!;�i d 0 � U �w a____n a____n a____n a____n a__ a ra_ O �` nSP4tAi.1 ? -._____, , ?:Z, ,YY d n.z CONTROL - --- a zl/V.. g' !,. , \ t' . til O „ _ Z I I 2 IF.t /I' n;; , \ 1 l \ r� PANEL � z 1 � ,_ f; .. �. � �=x„ TESTHOLE � � ".`'�k �'� '\ ir' .W4,r t"I ism f / W 1 EXISTING CONTOURS o I ��\ o LIMITS OF PAVEMENT DISTURBANCE r '\ ".t' c�I a< `� p b , MEET EXISTING ©� •/, ti I PAVEMENT _ Z CONTROL PAN / /�� _� I C3 CO EL 2a N�\N � �®� - o PROPOSED 6"DIA PVC(TYP 3) 2$ r^ 7 / "Y._ - _.A„^,'. \`�� \, \\\ 1 '':r.;t J•tiI I If !� sr(70D.. t i INV EL=25.2' ���e�� ®�� ELECTRIC FOR o - _ _}Y,..,: l ,!„ _ ( I , 00 _._,° oZ = O O O O O O fi ws• .,. 1 TREATMENT UNIT L-------- ---- ----fJ ------------------ _ I.. `R ,' = ._ Iti 2 �<< _._.__....._._._. . I AG:Hl:i i'. 3.R' ', � Z �t9 U O -....,............. x ....._... y G'.a. ;' , k.�'..INK :TN, �__..__.� } -....,.. .. _ Y ( t iI�' � O W U ND9'25 DD"�� - - - - - - - - - - �'-- - - - - - - - - - - - - s98.35 �¢ ^s.�;�,;.-t fir.-�i�7'., f��<-R.� j t + � � � � f p PROPOSED 8'OX9'EFF. D-BOX D-BOX PROPOSED 8'0X9'EFF. NO° ! O W "- DEPTH SANITARY LEACHING I DEPTH SANITARY LEACHING E INV EL=25.58' r .' E INV EL=25.58' POOLS,RIM EL=29.0',INV W INV ELS=25.41' PROPOSED 10'OX10'EFF. S INV ELS=25.41' POOLS,RIM EL=27.5',INV 52.35 ,%%' I f I! i �b E- z 4 EL=25.24' TYP-2 EXISTING SANITARY S� EL=25.24' P-2 PROPOSED 12"DIA SMOOTH (N ) DEPTH DRAINAGE LEACHING ( ) r, INTERIOR CPP(TYP-5) POOLS(TYP-6) SYSTEM TO REMAIN r,.�'''�?!;i * t' f-C-"�! ) * `\G�- 2 EXISTING 8'OX8'EFF.DEPTH DRAINAGE LEACHING POOL TO REMAIN NOTES: I , 1. ALL SANITARY POOL COVERS ARE TO GRADE. 2. NO SURFACE WATERS OR WETLAND LOCATED WITHIN 30OFT OF THE PROPERTY. rn 3. NO NEIGHBORING WELLS LOCATED WITHIN 150FT OF THE PROPERTY. M ' 4. ALL SANITARY LEACHING POOLS MUST BE LOCATED A MINIMUM OF 10FT AWAY FROM z THE PROPOSED WATER SERVICE. I Z 5. ALL TREATMENT TANKS AND POLYLOK BOXES ARE LOCATED IN NON-TRAFFIC AREAS. DRAINAGE & SANITARY PLAN Q SCALER"=30' DRAINAGE DESIGN CALCULATIONS _ _ _ _ 0 15 s0 z AREA BOISSEA U A VENUE w z o o Q z EXIST.GRD=26.0' FLOW RATE CALCULATIONS TOTAL LOT AREA: 68,901 SF W J Z z a MIXED GRAVEL, ASPHALT&CONCRETE AREA: 25,657 SF X 1-X 0.3=1,282.85 CF r n Q Q 0.0'-0.5' SM AREA=68,901 FTz=1.58 ACRES ROOF AREA: 9,935 SF X�z X 1.0=1,655.83 CF V J SAND,AND LOAM HYDRO LOW RA IC ZONE IV SANITARY #1 CALC U LAT I 0 N S Q ALLOWABLE FLOW RATE=600 GAUDAY GRASS AREA: 33,309 SF X�X 0.3=1,665.45 CF BROWN TOTAL AREA: 4,604.13 CF z FLOW RATE OF 3 HOUSING UNITS(9 BEDS)=675 GPD 0.5'-3.0' ML Q SILT ALLOWABLE FLOW RATE FOR SITE=1.58 ACRES x 600 GAUDAY AN800 TREATMENT SYSTEM CAPACITY=800 GPD EXISTING: 16 VF X 42.24 CF/VF(8'0 POOL)=675.84 CF =948 GAUDAY(GPD) 675 GPD/1.5(GPD/FTz)=450 FTz EXISTING FLOW RATE PROPOSED FLOW RATE (2)-8'0 X 8'EFF.DEPTH POOL=16 VF J z z REQUIRED:450FTz/25 FTz 1 FT=18 VF PROPOSED: 4,604.13 CF-675.84 CF=3,928.29 CF o BARBERSHOP 59OFT 17.7GPD 6 PROPOSED UNITS 1176.8 FT 225GPD EL z PROVIDED:2-8'0 X 9'LEACHING POOLS=18 VF 3,928.29 CF/68.42 CF/VF 10'0 POOL =57.41 VF N o THRIFT SHOP 1257FT 37.7GPD X 6 ( ) APARTMENT A 1193FTz 225GPD (6)-10'0 X 10'EFF.DEPTH POOL=60 VF 3.0'21,0' YELLOWISH BROWN SP APARTMENT B 590FTz 125GPD SANITARY #2 CALC U LAT I 0 N S FINE SAND TOTAL: (6)-10'0 X 10'EFF.DEPTH POOL=60 VF FLOW RATE OF 3 HOUSING UNITS(9 BEDS)=675 GPD (2)-8'0 X 8'EFF.DEPTH POOL=16 VF BORING BY:MCDONALD GEOSERVICES TOTAL EXISTING FLOW 430AGPD TOTAL PROPOSED FLOW 1350GPD AN800 TREATMENT SYSTEM CAPACITY=800 GPD { TAKEN ON:MARCH 15,2023 675 GPD 11.5(GPD/FTz)=450 FTz NOTE: cz z TOTAL SITE FLOW=1,780.4GPD REQUIRED:450FTz/25 FTz/FT=18 VF ALL DRAINAGE RUNOFF TO BE CONTAINED ON SITE IN STORM DRAINAGE STRUCTURES AND 0 >- NO WATER ENCOUNTERED ALLOWABLE FOR SITE=948GPD WITHIN CURBS.THERE WILL BE NO RUNOFF INTO SURFACE WATERS. ;' iJJ EXCESS REQUIRING CREDITS=832AGPD PROVIDED:2-8'0 X 9'LEACHING POOLS=18 VF REQUIRED AFFORDABLE HOUSING CREDIT=(832.4GPD/(300GPD/CREDIT)) DRAINAGE NOTES: TEST HOLE 1 DATA � CC z 1. ALL LEACHING DRAINAGE PIPES TO BE 12"C.P.P UNLESS OTHERWISE NOTED S N.T.S• REQUIRES PURCHASE OF 2.78 AFFORDABLE HOUSING CREDITS 2. ALL ROOF DRAINAGE PIPES TO BE 6"P.V•C UNLESS OTHERWISE NOTED 3. PROVIDE CLEANOUTS ON ALL ROOF DRAIN PIPE BENDS U O t cv W PROPOSED UNDERGROUND PRIMARY UNDERGROUND { C'1 N .- SECONDARY ELECTRIC { Z Lu v Z SERVICE PROPOSED WATER SERVICE ELECTRIC SERVICE ,<<; (2)-4"C-PVC SCH80 FOR EXISTING UTILITY 4"DCW `-""' ---_._..-__. ._._. VOICE/DATAITV SERVICES POLE TO REMAIN 11 zLIj W 4 FIRE _.._._ ... _ SD9®25'DD"E v: :,;..,., r� �'.G Y -'x-', SERVICE -' w__�_._._. _ i Ii r . C „ ..< f # ryryry q •=1YM c=� ��;�AWM Y-':,, �`,=YI11a �'VM=WIA=IIN�MM-IIM=WM- =WM=WM-'�N�Rf--.�NM - ._4. -1YM/ ! / a3�Npf- �1'M Y-WM- + CEO 0 : v, w •, w a w - ,.. .,. .: .. w v Y •, Y .. w •, Y .. w w •. . w ... w v w v ., i Iv .. .. W .. v .r w w w w w e v w •d v .. / _ �E r I I{ .......... �'' '' v. w w • t, w w y // w w w » ,. v w u v, w v v v w . i :, w „ Y .Y w w w w w w u w v E - _- E i .._._ E E E E ,.r E'S .. .. E E1'E E E --�- E '.E -. E E'E E E E E --- E EEw+-,�-� .: *.: {j L � � r__...,________ ________t-__ __ _________ _______________,-. _ ___ _.,- -.. ........ __`______-____ E E E E i V W ♦ ♦ •, v w w Y y w w „ 'Yv w w , W w , t,lA ,.. w ., • u. - O w PROPOSED 6-UNIT RESIDENTIAL BUILDING if �' r ..� v:,.,:''S"ArE,I "". 1 .. v w w ,� y/ Y •, w w w w . .. .a" I I ' .:% f! ! t' Z f. OJ to +•:-� m v .. .. w o w .: w m o ,,. w < w w r- v w v ._i. �,K T.07' 2t PROPOSED T GE PL � 3 S.F. 7,061S.F. :"_ SUBMERSIBLE i / / d \ ,7t ,\ I ti• ._.{, ! { (;p TA Z Q e...,, [; v v .. u u v, w v v w w w Y .Y w w •„ w v I 4 i,q \ \ , '.•. r', •' +' ` Ti �:.--t.:w....,�__._f W r t , ,ITCH%y n 1 , I!' TRANSFORMER { t }, '' rm.. J "•�-{ PROPOSED DARK SKY COMPLIANT EXTERIOR W n•' LIGHT(TYP-16),REFER TO ARCHITECTURAL w w . ,L ` I ` I° "' " I I , I .` r" .I I `" ` " I • I ' J, ° �\ , \ .,� , w. Y PLANS FOR SPECIFICATIONS ¢__y_Lw a_ .__.n ay__.�n a_�_�n a__�._J3 a__-_� w I A.:!':;;t;.- ;.Nc , I k i {" _ w w v u w � w .. w .. . .. w � •. .y w .. .. .Y ..Y ., � • w w w w w w w w I : EL; �' t 1'8 /. _ v. W w w >- •� w A r � r TP-(6) w v J u/ w .. . w v. w w W Y w w Y w •Y W a v .. v v w a Y W w I 2 P r c•:�. t'!It' S' '••' •, 1 ^ + iq<!a.., 1 c.i) I NlA� PtO(),`..FLA;% to 1 \ a: � ! (; r•g', 5°' �<�, i {c.,.• LIMITS OF PAVEMENT DISTURBANCE MEET EXISTING PAVEMENT ( ._t_ �, 1 X• I l ,< '7`�_._.___.._._.�_._'.; 't l AM-(6) FIRE DEPARTMENT / C I Qi t w ,. v V. w d w W v v w w , W V r W .Y 'Y , ✓ v .Y - 1. l CONNECTION ) r.a+;> i ,` \ \ ', \ \ ' `I w.df, 1 1 (J.._.' ). (• Uj{ { it , w . LCM i I°r. __. ......._. A<r> <� ' .�. .•(!> '1 -y +� ' 3) w I r1, Jr V w V• �, w w w v v w w v v Y w v V w y v , ; '" '� ._.. _.y,.. ._+._._- _- ............ ...........f_-__-i_....... if .~' _ - x:�l'lft t• j rf) �@ My�i f ) V L w J, Y w v v w w w W w W v w w w w •L W v v w V ,• J w V/ ., _ ,e w L w W N' `4!i!':qP:4 Ct+A`K bV FF'tI,W �,� I rIJ w v ••• e V V V w w w w v W v w w v 1 W v y n Y. ✓ a• v W w v Y •i✓ w W Y.. ND °25'DD"T9� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 698.35,.. Y'r3,'r tw v :x II 52.35 7'rt 1' 1./i7' � EXISTING Uit TILITY " 3 "ziSERVICES TO REMAIN �+ r "• srz10"y�"'`I 2"J` UTILITY & LANDSCAPING PLAN I N I- SCALE:1 '=30' 00 0 j N0 >_ f co W0wY REINF.RUBBER HOSE O 0 M 12 GA.WIRE-TWISTED - Ii- Z (c) AND LEFT LOOSE B O I S S EA U AVENUE 0 15 30 0 0 U REINF.RUBBER HOSE LO 0 C) U) 12 GA.WIRE TWISTED AND LEFT (V LOOSE LOT COVERAGE CALCULATIONS O O EXISTING LANDSCAPE AREA:53,650 S.F.=77.9% 2 CEDAR STAKES-DRIVE AT (0 0 0 O PROPOSED LANDSCAPE AREA:30,935 S.F.=44.9% ANGLE AND DRAW VERTICAL Ln ~ � OT 2 CEDAR STAKES-DRIVE AT ANGLE AND DRAW VERTICAL Z ~ PLANTING LEGEND -- TERRA WRAP-ONLY �, �, WHERE REQUIRED BY U) cn LANDSCAPE ARCHITECT io w 4"DEEP SHREDDED BARK MULCH QUANTITY KEY BOTANICAL NAME COMMON NAME MATURE HEIGTH MATURE WIDTH , 4"DEEP SHREDDED BARK MULCH- w _ 3 LCM LAGERSTROEMIA INDICA CRAPE MYRTLE 15'-25'HT, 6'-15'WD, p co ( ¢ Cu- CROWN OF BALL TO BE SAME 6 TP THUJA PLICATA'GREEN GIANT GREEN GIANT ARBORVITAE 30'-35'HT. 6'-10'WD. = CROWN OF ROOT BALL TO BE o j Z w LEVEL AS IN NURSERY 6 AM ACER TARTARICUM SSP.GINNALA-VAR.'BETZAM',AKA'BEETHOVEN' AMUR MAPLE 15'-25'HT. 10'-15'WD. v "-I w SAME LEVEL AS IN NURSERY w LU m 6"SAUCER o �:, Z c" co URLAP LANDSCAPING NOTES AND REMOVE WIRE OP j OF NON- AND ALL WIRE AND NON- BIODEGRADABLE MATERIAL 6"SAUCER 1. ALL PLANT MATERIALS TO BE OF HIGHEST QUALITY NURSERY GROWN STOCK. I -I I=III .;.•;, -?: :'; -1 REMOVE TOP 3 OF BURLAP 2. REFER TO DRAWINGS PRIOR TO ANY EXCAVATION FOR LOCATION OF MECHANICAL AND UTILITY LINES AND STRUCTURES.IF ANY CONFLICT EXISTS, -III- III-I TOPSOIL BACKFILL-MIN OF I=) AND ALL WIRE AND NON- III III=1 CONTRACTOR SHALL NOTIFY ARCHITECT FOR SUGGESTED CHANGES. I =I I=III= 50%OF SOIL TAKEN FROM HOLE BIODEGRADABLE MATERIAL 3. ALL PLANT PITS TO BE BACK FILLED WITH TOPSOIL BLENDED WITH 0-20-0 FERTILIZER AT THE RATE OF 5 POUNDS PER YARD. I I .:; I- III- i--I 4. ALL TREE PITS AND SHRUB BEDS TO BE MULCHED WITH 4"DEEP FRESH MILLED SHREDDED BARK MULCH. �, co _ ;- TOPSOIL BACKFILL,MIN OF 50% 5. ALL TREES TO BE PLANTED AND STAKED AS PER DETAIL. III-I '.�;:�` ''��=�� - .;'. ;;' ;. RECEIVED _ :. 6. ALL PLANT MATERIALS TO BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER PLANTING. I=I I L- . _ ___ _=i I--I I I i. I I_I=I. OF SOIL TAKEN FROM HOLE 7. IF ANY DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST,THE PLAN SHALL GOVERN. -= III-=III=� =I -I I 1=I I�-I:I = COMPACTED SOIL PEDESTAL I - =I - - I- III-I 8. ALL PLANT MATERIALS ARE TO BE MAINTAINED WITH FERTILIZER AND OTHER REQUIRED MATERIALS TO MAINTAIN A NEAT AND HEALTHY I=I -III-III-1 I -III=I I- I I III I _III III I III JUL 3 0 2024 APPEARANCE. - - - - - - - - 9. ALL PLANT MATERIALS ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM.DRIP IRRIGATION IS TO BE INSTALLED WHERE POSSIBLE.ALL 1L1Li ILL=J11=1I I-III-I 1=1!1=1 III-III - COMPACTED SOIL PEDESTAL IRRIGATION COMPONENTS AND INSTALLATION SHALL COMPLY WITH ALL LOCAL,STATE&FEDERAL CODES. 2 X BALL DIA 2 X BALL DIA I Soutfi0ld Town 10. ALL PLANTS WHICH DIE OR BECOME DISEASED SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR. Planning Board w w 11. ALL NEW SEED AREAS ARE TO RECEIVE 4"MIN.OF TOPSOIL. w Fm 12. ALL SEED AREAS ARE TO BE SEEDED WITH 5 POUNDS OF FESCUE VARIETY GRASS SEED PER 1000 SQ.FT. 13. ALL WORK WITHIN THE NASSAU COUNTY RIGHT-OF-WAY SHALL CONFORM TO 2009 COUNTY OF NASSAU DEPARTMENT OF PUBLIC WORKS STANDARD 2 EVERGREEN PLANTING DETAIL 3 PLANTING DETAIL SPECIFICATIONS AND DETAIL SHEETS FOR CIVIL ENGINEERING AND SITE DEVELOPMENT CONSTRUCTION. N.T.S S N.T.S 3 RESERVED NO PARKING SIGN PARKING "RESERVED PARKING"I L— N N N GREEN ESERVED SIGN SIGNOR"NO STOPPING" O O o SIGN N N N PARKING I7 N 00 BLUE NO ch Cn i WHITE PARKING POST co IT -3 x v v v WHITE ANY o o = IN IN N � w o 0 0 M N w ; N N N TIME N COM w (V O M GREEN VAN ' co ACCESSIBLE O 0 0 0 6"NOMINAL STEEL PIPE(SCHEDULE 80)YELLOW PAINT w 1-- BUILDING 4'MIN PEDESTRIAN M I i O Oz p cn WALL ACCESS ROUTE ::40ING ASPHALT PAVEMENT Q � m w z O I I FINISHED GRADE 6--0" w w z } p 0 4"WIDE OP COURSE Q O LU Q m D WHITE STRIPE 4"WIDE 4"WIDE WHITE \\/ I I /�/ N �" INDER COURSE cU) a U U w 4"WIDE,45"BLUE STRIPE I I \ APPROVED COMPACTED SUBGRADE STRIPES T-0"O.C. BLUE �! / I I /\\ "' "' ECYCLED CONCRETE AGGREGATE STRIPE 4 "' /j 11z" I - 9" N0.3 REBA z BLUE INTERNATIONAL I—�- o� o I I NOTES: 1-DIA THRU(TYP) SYMBOL FOR ACCESSIBILITY THE STEEL PROTECTION POST SHALL BE PAINTED W YELLOW AS FOLLOWS: SIDE VIEW END VIEW A. SOLVENT CLEAN TO REMOVE OIL,GREASE NOTES: 00000000 � � Z `n AND OTHER CONTAMINANTS. 1. CONCRETE DESIGN STRENGTH:PER �B. APPLY METAL PRIMER. ASTM C31,4000 PSI @ 28 DAYS �OVE AND REPLACE UNSUITABLE 6' // \\\ POST C. APPLY TWO(2)FINISH COATS OF APPROVED 2. REBAR ASTM A-165 GRADE 60 W = i9 U � g_0.1 1 -91.01, I \ EXTERIOR PAINT FOR METAL SURFACES. MATERIAL AS REQUIRED z Z4 � _ ,� 0 27'-0" /j//j//jj/j/\\ 3. WELDED FIRE FABRIC ASTM A 185 � o W RESERVED STALL 9 0" \\\\\ \ 4. FASTEN WITH REBAR A.O.B.E. O STANDARD STALL 4 RESERVED PARKING STALL DETAIL 5 BOLLARD DETAIL FOR SIGN s PARKING BUMPER DETAIL 7 TYPICAL PAVEMENT SECTION ��d��� S�Q Q z 4 N.T.S 4 N.T.S 4 N.T.S 4 N.T.S HYDROACTION TREATMENT UNIT BASIN COORDINATE MEASURED TO MIDDLE OF THE FRONT FACE OF 10"REINFORCED TRAFFIC BEARING CB 1 DP1 - -- _--- 0 DOSING PUMP THE CURB BOX ALONG CURB LINES SLAB TO CARRY H-20 LOAD WITH MAIN DWELLING ELEC PANEL OR CENTER OF GRATE FOR FILED AN OFFSET OPENING F-1 0• RECIRCULATION PUMP INLETS Z QUICK #5 BARS AT 6"C.-C. '^ DISCONNECT __� GEOTEXTILE FABRIC,MIRAFI 140 `v iv W vJ CB 3 MP i� �-•--•---�------- MIXER PUMP > SWITCH AROUND ENTIRE CIRCUMFERENCE 00 o GEOTEXTILE FABRIC,MIRAFI 140 J MIDWEST P065P CB 4 C1 AIR __.__ _. _....... AIR HOSE OF LEACHING BASIN _ - AROUND ENTIRE CIRCUMFERENCE n PUMP TO DIFFUSER 1�j ""- OF LEACHING BASIN I Ems, I POLYLOK 20" 00 o v o 0 0 0 00 CB 5 ,o 0 0 0 0 0 0 0, POLYLOK 1 RECIRC TIMER ENABLED o o v e e o o v o e 6"RISERS W 1 t TO CONTROL - Q 0o v v o o e o 00 PANEL 2_p o= e o 0 0 o v =0 12"CPP(TYP BETWEEN BASINS) POLYLOK 20" d o0 0 0 0 0 0 0 00 5 --- � TYP I UNLESS OTHERWISE NOTED HIGHWATERALARM �.,•_-___.•• o 00 0 0 0 0 o v oa CAP TYPE DISTRIBUTION LI: v o 0 0 o v o END BOX IgoLJ_..........._. ................_..._._... �" oo v o 0 0 o v o0 CIRCUIT BREAKER o I o v o 0 0 0 0 0 I 2"MIN.ABOVE 0 0 0 LEVELING DEVICE 0 0 0 0 0 M.0 SPECIFICATIONS o o v v o 0 0 0 0 o OUTLET INVERT e o 0 0 0 0 o v a o T MIN.4"DIA. -.. - -- ---- FIELD WIRING SDR 35 PVC CB A-30 AMP GROUND 4o v o 0 0 o v o 0 CB 1-20 AMP MANUFACTURER WIRING 10, PIPE CB 2-20 AMP 2'-0"COLLAR OF#3 GRAVEL , MIN.4"DIA. PITCHED MIN. CB 3-20 AMP ---------- _ PNEUMATIC HOSE(FIELD INSTALL) yT 4" SDR 35 PVC 1/8"PER 1' CB 5-10 AMP T PIPE MIN.12"COMPACTED SAND LPITCHED MIN. OR PEA GRAVEL LEVELING T MIN ABOVE GROUND WATER 1/8"PER 1' PAD 0 W 8 WIRING SKETCH 9 DRAINAGE LEACHING POOL DETAIL 10 D-BOX DETAIL a - N.T.S 4 N.T.S 4 N.T.S W I) z o 5 Z w `_ z N W � w 087 1 LU Z N W� p , a > 070 067 091 Lu Q V 3 FINISHED GRADE LOCKING TRAFFIC BEARING O Z 067 CAST IRON COVER TO GRADE t Q m LLi 060 = Fo - 0 LU to 0 o O • - PROP Z ? o 20" F.F.EL. GROUND ELEVATION 28.0 W Q ". w 28.50' C/O TO COVER TO GROUND ELEVATION 27.5 o I � GRADE GRADE COVER TO GRADE � W x ............. . ............_.... . ..,.. .. .. ... U " '°.. N D-BOX 035- N INV.EL.26.0' 10.0, `" MIN 4"DIA SDR 35 PVC ° ° , 9.1' o PIPE OR EQUIVALENT o 094 PITCHED a"-1'MIN 25.69' INV.EL. PROPOSED INV.EL. 15.8' 25.78' HYDROACTION AN800 INV.EL. INV.EL. INV.EL. 064 093 TREATMENT TANK 25.58 25.41' 25.24' 2LEAC(TY(HINGTYP) 088 083 8'0 x 9'EFF.DEPTH ® ® ® ® ® ® ® BOT.EL.20.44' BOT.EL.16.24' NOTE: PLC CONTROL PANEL ° ® ® ® ® ALL PROPOSED SANITARY LINES TO BE 6"0 PVC PIPE UNLESS SPECIFIED OTHERWISE. E W/HP120 COMPRESSOR •e ® ® ® ® a NO GROUNDWATER ENCOUNTERED N ® ® ® RINGS 13 SANITARY SYSTEM #1 PROFILE (SOUTH) o0 N 4 N.T.S L Q } ' M LU inW ® ® ® M 00 Zo � � DV obi v ® ® 8, °.. TMIN O LU O W B W COLLAR-- R E RECEIVED E D N Y w JUL 3 0 2024 0 o LL fo ® ® ® Southold Town f- ® ® a Planning Board C/) D ® ® ® COLLAR MATERIAL TO CONSIST OF CLEAN PROP GROUND ELEVATION 29. 35"- ® ® ® SAND AND GRAVEL F.F.EL. 28.50' C/O TO COVER TO COVER TO GRADEGRADE 6 83" N D-BOX g N W w ¢ INV.EL.26.0' x � BILL OF MATERIALS = z o 0 INV.EL. INV.EL. PROPOSED 25.69' �- m o 25.78' HYDROACTION AN800 INV.EL. O ITEM P/N DESCRIPTION QTY: Z 25.58' INV.EL. INV.EL. 2 LEACHING POOLS TREATMENT TANK 25.41' 25.24' (TYP) HA-AN800 TANK,AN800 245 NITROGEN REDUCTION 1 X BACKFILL MATERIAL TO BE 8'0 x 9'EFF.DEPTH A - TANK,AN800 245 PRETREATMENT 1 w CLEAN SAND&GRAVEL B 130002 SNG STANDARD 2 TANK CONNECTING KIT 1 BOT.EL.20.44' C - ASSEMBLY, RE-CIRCULATION 245 COMPLETE AN800 1 6'MIN PENETRATION INTO VIRGIN BOT.EL.16.24' D AN800-P AN800 W/PLATFORM COMPLETE 1 STRATA OF SAND&GRAVEL NOTE: ALL PROPOSED SANITARY LINES TO BE 6"0 E EC50-30-1-150-PLC EC50-30-L-150-PLC 1 PVC PIPE UNLESS SPECIFIED OTHERWISE. w NO GROUNDWATER ENCOUNTERED = 11 TYPICAL HYDRO ACTION AN800 DETAIL 12 S.C.D.H.S" SANITARY LEACHING POOL TRAFFIC BEARING DETAIL 14 SANITARY SYSTEM #2 PROFILE NORTH cn 4 N.T.S 4 N.T.S 4 N.T.S 11 ENGINEEWNG & ISLANDWIDE I LAND SU PVEYiNC CML EN&NEERiNG-SITE PLANNING-SURVEWNG 751 COAM AVE,SIATE 22 HOLBROOK NY 11741 TELE.f631)VU296 EMAX,INFO@)SLANDM&EENGINEERING COM SIX UNIT, 1 STORY, NEW BLDG . 56025 , ROUTE 25 SOUTHOLD , NY 11971 TAX MAP 100 SEC 63 BLK 3 LOT 26 ............ p g VP Qlfwl. 1V "Y" a A RCH DESIGN �MR A 101i x ....I........... 'p� 31 COVERT AVE SUITE 111 FLORAL PARK, NY 11001 41,111 Ill-,", 'i IN-1 o""W"O GDA.A.HCH,.DESIGN@GMAIL.COM 10 Q" ON "21" Seal PROPOSED RENDERING LOOKING EAST 0 OF License # 028480 exp date 11/30/2027 Project Name SMB RE Services Inc PROPOSED MULTI-FAMILY SIX UNIT, 1 STORY, NEW BLDG. 56025 ROUTE 25 SOUTHOLD, NY 11971 TAX MAP 100 SEC 63 BLK 3 LOT 26 Drawing Name RECEIVED COVER SHEET JUL 3 0 2024 Southold T6—vin— Planning Board Project number 23002 Date 2024.07.23 Drawn by Author THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPOSED MULTI FAMILY DEVELOPMENT PROPERTY OF THE ARCHITECT. INFRINGMENTS OR ALTERATIONS BY COVER OTHERS ARE PROHIBITED. �L Scale I ENUNEEPING& ISLANDWIDE I LAN1D5kJPVE_yJNG CA%ENGVEPiNG-WTE PLANNING-SURVEYING 7AX La? to 751 COATES AVE,SIATE 22 HOLBROOK,NY 11741 M. TELE.(63V-820-0296 EMU,,1NF0@1SLANDfflDEENG1NEER;NG COM ow fie ---—————---————————————— ftW 4 id 7177� 79 J 4,w:,w Rol rl!k Mr I Asa MWMAV if Ile Z rAx 4or 2h, % if Nzr are, AMW XkL r Y T4 4F ow 'W — — — — — NO W 1500 698,354 L07 AREA rAX LOT :9 6019DI slr� GRAMIC SCALE GUARANTEED10, I goEUTY RAPOR-k 'NAE *SURAPiM JUMAL 7ME WR RM ESTATE SERMM INC I inch I BOISSE A U A VENUE OKI UNA 12M% pxt -0141 L E lOD d s u rveyi n g MjSIar1.dSUrVV*y.C'oM -957-2400 EXISTING SURVEY 'IT I\ 1,011 10 234-11" 247'-7" ................................................................................................................................ ..................... ..................................................... ............................................................................................. ................................. .......................................................... ................ ............................... -or. . .... ..................... ._8 232'-2" 50.E"25) 0 �7-------- �.__ ..___ -_.. -_ -..-.. -... - __-_. __.- - -- - - - - ---- - -- -- - -- - -- -- - - - ----------------- — — — — — — — — —— — — ——— — — — — — —— — — ————— - - - - - - - - - - - - - - - ---- -- - - - -- -- -- - - - - -- — — — + B PROPOSED 6 UNIT RESIDENCE -- — —— — s---- - - - IDE YARD SETBACK I 0 N., I 0(a --, --SIDE YARD SETBACK L- - - -- - - - - - - - - - - - - - - - - - - - - - 21- - - -SIDE - - - -- - --- ----- -- -- - - - -- - -- -- --- -- - - - - -- - - - - ---- - -- -- -- -- - --- - -- - - - - - -- ------ - -- - - -- - - - - -- ---- - ---- - V09'25 00,11Y 6 8. X0 4%2 0 0ti - ))� ARCH DESIGN TA 1,07' 31 COVERT AVE SUITE 111 FLORAL PARK, NY 11001 GDA,ARCH,DESIGN@GMAIL..COM Seal ARCHITECTURAL SITE PLAN AR, ��OO SCAL V=30'-0" PROPOSED ZONING INFORMATION 41� z ZONE 'HB' HAMLET BUSINESS 130ISSEAU AVENUE PROPOSED 6 -3 BED 2 BATH. OF APARTMENTS ITEM REQUIRED PROPOSED License # 028480 exp date 11/30/2027 LOT SIZE S.F. 20,000 S.F 68,901 S.F. Project Name LOT WIDTH 60' 95.46 LOT DEPTH 100, 777.39' SIVIB RE Services Inc FRONTYARD 15' 295'-7" PROPOSED MULTI-FAMILY SIDE YARD 10, 10, BOTH SIDE YARDS 25' 54'-10 SIX UNIT, I STORY, NEW BLDG. REAR YARD 25' 234'-2" 56025 ROUTE 25 LANDSCAPE AREA 25% 48% SOUTHOLD, NY 11971 MAX LOT COVERAGE 40% 14% TAX MAP 100 SEC 63 BLK 3 LOT 26 MAX BUILDING HEIGHT 35' 17'-3" MAX NUMBER OF STORIES 2 STORIES 1STORY --- EXISTING BLDG S.F. 2,282 G.S.F. Drawing Name PROPOSED BLDG AREA 7,061 G.S.F TYPICAL UNIT G.S.F. 1,176.8 GSIF UVNIT USABLE S.F. 1,067 U.S.F. PROPOSED PARKING REFER TO CIVIL DRAWING 9'X19'SPACES RECEIVED SITE PLAN JUL 3 0 2024 ] Southold Town Planning Board Project number 23002 Date 2024.07.23 Drawn by Aut!ILOr THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF THE ARCHITECT. INFRINGMENTS OR ALTERATIONS BY Al 0 0 OTHERS ARE PROHIBITED. Scale 301-011 i ENGINEEPIN15 ISLANDWIDE I LAND SUP TYING CIVIL ENTNESiNG-SfTF SURVEWNG T51 COATFSAVE.SU(TE 22 H419ROCKNY11741 TELE.(631)42;4298 EVAC INFO@ fSLANDWEEIVVNEERING Wif 38'-7i' 38'-T 38'-7" 38'-7" 38'-T 38'-7" ............... E' if o • ............. f TA" F .77 L) _ 4 i. o I If 011 0 .................. 41 00 13' LQ_0 011 I Jt ti -6, 1 - I Z_;? ti E �= Tq A I ........... E E E E L I E E .......... 237-2" 81 11 ............. ......... ......................... ....... .. ............ ..................................... .............. ....................... ........... ............. ................................................................................. ...................................................................... ................... ...................... ............................... 248'-2" -------------- ------------- ------------- .......... ----------------------- .......... ------------------------------------------------------ ............. ------------- ------------ GROND FLOOR PLAN SCAL 1/8" V-0" Ir 38'.7" Wilburn Dark Sky Outdoor"fall Sconce —---------- I-A CyhtolopT SPEC a .............3 ......3.-...2................ .......... .3-2" 41 BRAND C� Do-k SkY 011trfuor WO�,zoncc'Pu",4 II -i-c.-r p,,.ra,yspin c .3 CO3 des"ryl.Lvolving • CL MASTER ............. a smoott,loc,N*.that is cyfindrical st i-'BEDROOM # 2 BEDROOM 7�L,r I I t I n L-, 1, C,A I U-1,ink I r r I o I-I ARCH DESIGN !,nd L-d-ioed Clasp.Place the Wilburn op th o sidi SUIT (3,VIC,iq.woq-,11c"Ir wl or Vvt,;i­v 31 COVERT AVE SUITE 111 C0 exi%i ex term?' -i,iqq is needc,2 Avii hn�in H fc� FLORAL PARK, NY 11001 C r A r,1, "1 V P r p f I-,I,ij i-I t�:j r-,i ZC�, c r3ri r if,,i-u d 121-2" 12-0" .................... ........... .............. ................................................................................. ................. ............... ....................... .............. ............................... ............. .......... GDA.ARCH.DESIGN@GMAIL.COM vv it"L L)o r In, R n d,-s c e i!h o usi n g,D a rn p IS a r,d WF,t lr-,�Oor P4v-,! :--TL and-CiTle,-,14 RES. . ............... -7 STORAGE Seal ........... ............ ..................... . c4 31-01' 0- RES. FULL ` 1 ULL STORAGE BATH 1 28.5' T.O.SLAB BATH 91t4frH OF ELEVATION D MPALP License # 028480 exp date 11/30/2027 .......... .......... Project Name RES. 0 0 1-71' 3 44' STORAGE H CL SIVIB RE Services Inc L PROPOSED MULTI-FAMILY _CL SIX UNIT, 1 STORY, NEW BLDG. 01 0 - ' BEDROOM # 3 KITCHEN TYP UNIT 56025 ROUTE 25 SOUTHOLD, NY 11971 11067 S.F. X0 0 TAX MAP 100 SEC 63 BLK 3 LOT 26 SPEC 40 W/D Drawing Name C`iII� 3'.0" ........... GROUND FL. PLAN & .7. E EXTERIOR LIGHT FIXTURE RECEIVED TYPICAL UNIT PLAN TYPICAL JUL 3 0 2024 REFER TO PLAN FOR LOCATIONS TYPICAL EXTERIOR LIGHTSouthold Town_ Planning Board Project number 23002 FIXTURE TYPE 'E' Date 2024.07.23 Drawn by Author TYPICAL APARTMENT FLOOR PLAN THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE ��11 SCAL 1/4" 11'4' PROPERTY OF THE ARCHITECT. 11 Ilk I L;7cc Ll T'i 0 010 INFRINGMENTS OR ALTERATIONS BY O1 OTHERS ARE PROHIBITED. Scale As indicated ISLANDWIDEI LAND WEYINC CML ENSINEEPAG-SITE PLANNING-SURVEYING 751 COATES AVE SLUTE22 HOLBROOK,NY 11741 TELE:(01,)-8215-0295 • ............ ROOF PLAN �O2 SCAL 1/8" 1'-0" I D nA AARCH DESIGINI 31 COVERT AVE SUITE 111 FLORAL PARK, NY 11001 L GDA.ARCH.DESIGN@GMAIL.COM Sea] �D C License # 028480 exp date 11/30/2027 Project Name SIVIB RE Services Inc PROPOSED MULTI-FAMILY SIX UNIT, 1 STORY, NEW BLDG. 56025 ROUTE 25 SOUTHOLD, NY 11971 TAX MAP 100 SEC 63 BLK 3 LOT 26 Drawing Name RECEIVED ROOF PLAN F—--- - - -- --- -- JUL 3 0 2024 Southold Town Board Project number 23002 Date 2024.07.23 Drawn by Author THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF THE ARCHITECT. INFRINGMENTS OR ALTERATIONS BY A102 _�C_' 'E JUL 3 4 v n Board OTHERS ARE PROHIBITED. Scale 1/8" = 11-011 ENNDGINEEWSUPVEYINNG ISLANDWIDE ! LAIC CIVIL ENGINEERING-SITE PLANNING-SURVEYING 751 COATES AVE SUITE n HOLBROOK,NY 11741 TELE:(631,44-0296 EMAIL,INFO@1SLANOMDEENGINEERWIS-COM ................................................ TOP OFROOF 16' - 3 KIP q Emopp-I.I ltil�� �! I i BOT OF SOFFIT rY Wr y. Mir S. oil r. x. 0*11" ........... GROND FLOOR `4 PLAN g .................. J 0 of oil 3, 'R OWN PR M A& -`44 ARM 01M e�li,1211 �"',,7 -kv�41 I �ftw ..... .............. OFRONT ELEVATION (WEST) 1/8" 1 1-011 C. u IN, Houk 141941MIM0 El Hi HI < i II Ei H1 on" tv Z 11,M Ng�= 'JI11111M OREAR (EAST) ELEVATION 1/8" 1 1-001 TOP OF ROOF TO P OF ROOF 161 - 311 16' - 3 ARCH DESIGN 31 COVERT AVE SUITE 'I 'll FLORAL PARK, NY 11001 BOT OF SOFFIT ...... ........ BOT OF SOFFIT GDkARCH,DESIGNC&GMA1L.COM 81 - 101, ...................... . L ............................. ........... ........................ 1310 13' Seal GROND FLOOR GROND FLOOR • PLAN GROUND FLOOR PLAN �'T of Oil -t7l 1 1 , 1 1 1 01 1 Z 01 --011� 717-�7T 71-7 7 im NORTH ELEVATION SOUTH ELEVATION 1 = 11-011 1/8" = V-131" OF License # 028480 exp date 11/30/2027 Project Name TOP OF ROOF SMB RE Services Inc 16' - 311 ITI I I I I I I I I I -LL - SIX UNIT, 1 STORY, NEW BLDG. 56025 ROUTE 25 LT A -FUTL- IL T 1 11 Ill TAX MAP 100 SEC 63 BILK 3 LOT 26 ll IT 11 1 11 IT 11 11 T I I Drawing Name 11111�� �LL BOT OF SOFFIT M-) 81 - 1011 EXTERIOR... .......... RECEIVED ELEVATIONS JUL 3 0 2024 ET7South6U-ro-Wn------- Planning Board Project number 23002 EHpi� , Date 2024.07.23 GROND FLOOR Drawn by krg Ll J TJ PLAN THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE 0—. - 0 FFIS L 10 '10 02 low", PROPERTY OF THE ARCHITECT. NFRINGMENTS OR ALTERATIONS BY A 104 (2 DETAIL ELEVATION OTHERS ARE PROHIBITED. 1/411 = 1 1-011 Scale As indicated -INEFQ'NG & ENG ISLANDWIDE I LAND SLIP�EYJNG, CWIL ENGINEERING-SITE PLAWNG-SURVEYING 751 COATES AVE SUITE 2, HOLBROOK,NY'1741 TELE,f631),qM296 EMAIL WFO@)SLANDWDEENGINEERING COM awg Mx �7, V,� 0 7 J 9*0A ......... ­�R, V z Y� RENDERING LOOKING EAST 0 "9 q X, ,40 7, WIN N 1W N '0640P UP; __3 op, ""F ARCH DESIGN U _R� 0",a OWN,,, ct, 31 COVERT AVE SUITE 111 ........... A FLORAL PARK, NY 11001 GDA.ARCH.DESIGN@GMAIL..COM Knl� IN NOW RENDERING LOOKING SOUTH RENDERING UNIT COVERED ENTRY ...... ol License # 028480 exp date 11/30/2027 "mom Project Name "p, map" ""X SMB RE Services Inc ............ a "p, _ 8 SIX UNIT, 1 STORY, NEW BLDG. 56025 ROUTE 25 SOUTHOLD, NY 11971 TAX MAP 100 SEC 63 BLK 3 LOT 26 CLAP BOARD SIDING SHAKE SIDING CLAP BOARD SIDING Drawing Name YELLOW BLUE LIGHT GRAY PROPOSED "pu 'y '71 RENDERINGS RECEIVED ­777- JUL 3 0 2024 ROOF GAF CHARCOAL ----------- L��ho'ldl------ Project number 23002 own Planning Board Date 2024.07.23 ------ Drawn b Author 77 77� THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF THE ARCHITECT. INFRINGMENTS OR ALTERATIONS BY REN - 1 SHAKE SIDING WHITE GABLES CLAP BOARD SIDING WHITE GABLES OTHERS ARE PROHIBITED. le Sca C1VIL ENGINEERING-SITE FLANNTNIG-SURVEYPNG 751 COVES AVE,SUITE 22 II NY 11741 TELE.(531)•9254296 EMAft_•ltiFO@tSLAND31"DEENGtNEERirdG CM L III El I I 7d 1-1 17 El I I 1 ' I j i I I I I I I r� - - 'I k - ,, ., ., ,, F - - �- ,, ,\ - - n7 , _ - _ GROUND FLOOR J � I II III II1I II IIII —I —II II II 11IIIII II II < f I II I II I I I I II I I1 I II I I—I I II I I II I II I I I I II I II I II I II I II I I - '' f I II I II I II I II I I—I I II I I I I II 11 I I I — OLONGITUDINAL SECTION 1/8" = 1'-0" IfIll I 3 I EDPARCH DESIGN 31 COVERT AVE SUITE 111 FLORAL PARK, NY 11001 GDA.AHCH.DESIGN@GMAIL.COM I _ I Q c0, Seal Li FE Chi @u' — -BOT OF FN_D WALL — _ _ -3' - 0" License # 028480 exp date 11/30/2027 Project Name SMB RE Services Inc 0 CROSS SECTION PROPOSED MULTI-FAMILY 1/4" = 1'-0" SIX UNIT, 1 STORY, NEW BLDG. 56025 ROUTE 25 SOUTHOLD, NY 11971 TAX MAP 100 SEC 63 BLK 3 LOT 26 Drawing Name RECEIVED SECTIONS JUL 3 0 2024 i Southold Town Planning Board Project number 23002 Date 2024.07.23 Drawn by Author THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF THE ARCHITECT. 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DRIVEWAY 'n DRV a a fd fry DELAp 4'CHAIN LINK FEN. }3 2, ti ci N6 25 f1e� EXLF ISTING CATCH 698.35' 4; BASIN TO REMAIN <'; 410,00 a. REMOVE EXISTING SHED ' TAX LOT s (n EXISTING CHAIN LINK FENCE TO REMAIN o �/ nl W as \ 0 U LOCATION MAP EXISTING SITE & DEMO PLAN N.T.S. SCALE:1"=30' BDIS►�EAU AVENUE PROJECT oG LOCATION z LIJ v 00 ti9,p� Z < j Q o w _.J Q ? Lu 100' 110' 110' /^ w Z O_ MAIER 'L // \ Q Y - w c M //� \\ /// \ om J loll \ / =' v / \ / Z � z 'W' @� o / \ SURVEYING NOTES \ 1. FIELD WORK WAS CONDUCTED SEPTEMBER 28,2021 BY SCALICE LAND SURVEYING,AND ALL MEASUREMENTS WERE TAKEN ON THE GROUND. / \ / A \ > W 2. PROPERTY LINES,BEARINGS,AND NORTH ARROW ARE BASED ON LIBER 12896 PAGE 0142 FILED WITH THE SUFFOLK COUNTY CLERK. / \ C \ U 3. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD 88). 4. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. // 5. THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE s0 16 \ 15 ti1RR \ ERECTION OF FENCES,RETAINING WALLS,POOLS,PATIOS PLANTING AREAS,ADDITIONS TO BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTION. 6. PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY. 7. THIS SURVEY WAS PERFORMED WITH A SPECTRA FOCUS ROBOTIC TOTAL STATION. w •O \ 8. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF ANY,NOT SHOWN ARE NOT GUARANTEED. 11 m \ \ 9. SURVEY IS SUBJECT TO ANY STATE OF FACTS WHICH AN UP-TO-DATE TITLE EXAMINATION MAY DISCLOSE. \ , P \ \ \ 10. ALL UNDERGROUND UTILITIES ARE NOT SHOWN.PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL"CALL BEFORE YOU DIG"AT 811 AND HAVE ALL UTILITY LOCATIONS MARKED ON THE GROUND. \ a'- m DZ \ \ PROPERTY OWNERS (500' RADIUS) PROPERTY ADDRESSES & USES (5001 RADIUS) �� 1. SMB REAL ESTATE SERVICE INC 1. 56025 MAIN RD-BARBER SHOP,THRIFT SHOP,AND APARTMENTS t� 2. CACI PARTNERS LLC 2. 56125 MAIN RD-RESTAURANT 1b \ \\ 3\ O 3. WITZKE CAPITAL LLC 3. 56215 MAIN RD-JUICE BAR 4. NKK LLC 4. 56275 MAIN RD-BAKERY \ \ Y 5. JORGE_TORRENTO&SONIA TORRENTO 5. 56365 MAIN RD-RESIDENTIAL \ 1 \ \ 0 0 6. EUGEN TOMASIC&MIRELLA TOMASIC 6. 56475 MAIN RD-FLORIST \ �j \ \\ � 0 7. ENCLAVE SOUTHOLD LLC 7. VACANT �'> \ oo P '9 \ >_ 8. LIRR MTA 8. LIRR-TRANSPORTATION `r Gj�� \ \ N _J > M 10. STOC EN DEVELOPMENT LLC 10. 55765 MAIN RD-CAFE&STORE P \ 13 \ \ \ W. VACANT W Y 11. CARLISLE COCHRAN&ROBERT COCHRAN 11. 200 BOISSEAU AVE-RESIDENTIAL d \ \ 3 ~ ~ Z m 12. EMILY COCHRAN 12. 270 BOISSEAU AVE-RESIDENTIAL 0,9 7 \\ \\ 9 0 H , 13. PATRICK CULLEN TRUST 13. 300 BOISSEAU AVE-RESIDENTIAL \ 0 M 14. C V MANAGEMENT LLC 14. 400 BOISSEAU AVE-RESIDENTIAL ,fig 12 g \ \ 2 N Z (0 15. 700 BOISSEAU AVENUE REALTY LLC 15. 700 BOISSEAU AVE-RESIDENTIAL 5 6 \\ 1 \\ 2 LL ILLO O V 16. 1070 BOISSEAU AVENUE LLC 16. VACANT p��s o �0 1g ' W 17. HOWARD BD LIVING TRUST 17. 985 BOISSEAU AVE-RESIDENTIAL 4 N Z> U 07 18. TOWBEE LLC CIO SEA TOW SERVICES INTL INC 18. 700 HUMMEL AVE-OTHER STORAGE 'L s>yc 1 2 \ Z i 19. COLONIAL VILLAGE TENANTS CCRP 19. 55075 ROUTE 25-APARTMENT/CO-OP 2�� os 50' 1p0 162 '3 0 O J O 20. SOUTHOLD FIRE DISTRICT C/O TREASURER 20. 55135 ROUTE 25-POLICE/FIRE DEPT m 16 0 \ Z CD 0 0 O o �. 21. 275 BOISSEAU AVE LLC 21. 275 BOISSEAU AVE-RESIDENTIAL 2'� `z 15 15 ,.4: L() LL_ 00 22. DALY JOEL 22. 205 BOISSEAU AVE-RESIDENTIAL 2 > 1� E 25 \ \ LL- 23. MAJORS COVE HOLDINGS CORP 23. 175 BOISSEAU AVE PRINTING CENTER 85 ROUT 1g5 Fj`Z \ �� D 24. PASQUALE RUTIGLIANO 24. 55575 MAIN RD-BUTCHER SHOP TE 2S� 07 (n 25. 55500 MAIN RD LLC 25. 55500 ROUTE 25-RESTAURANT \ mow, d IN RQA oGN (R U ,a 0 26. 55560 CORP 26. 55560 HOBART RD-BEVERAGE SUPPLY ivy r 14'f' y 5 27. SOUTHOLD HISTORICAL SOCIETY 27. 54325 MAIN RD-CULTURAL&RECREATIONAL 28. JOHN LANE&LAURIE LANE 28. 150 HOBART RD-RESIDENTIAL s5 64 53 10 31 �� �, s� \ RpAD 5 \ 29. JOAN BENKEN 29. 250 HOBART RD-RESIDENTIAL GJ 36 6'� "� 0 �� Q1r0 4 30. CASEY PISACANO&CHRISTOPHER PISACANO 30. 370 HOBART RD-RESIDENTIAL. 1� od,3 31. CHARLES URIBE&EILEEN URIBE 31. 45 HOBART RD-RESIDENTIAL 1p \ ��'� 33 `ri �o �`'� p 44 32. STEVE BELICH&VALERIA BELICH 32. 285 HOBART RD-RESIDENTIAL 25 26 ,s ��'' m 3g ��� 4� 33 33. MULLEN REALTY L P 33. VACANT-PARKING 34. JULIAB EARLEY 34. 115 HOBART RD-RESIDENTIAL 2� y� _, ��, 35. CSJP LLC 35. 55700 MAIN RD-DELI �� r'• a 66 s. \ 36. ROCKIT PROPERTIES LLC 36. 55750 ROUTE 25-CATERER \\ `32 37. MULLEN REALTY L P 37. VACANT-PARKING 38. 120 COTTAGE PLACE LLC 38. 120 COTTAGE PL-PARKING \ y '� 31 d= FOR ,�y6 39. 622 CHURCH LANE LLC 39. 160 COTTAGE PL-RESIDENTIAL \`L1 3Q s moo LL O 40. JURIJ LESHKO&NADIA SVORAK 40. 220 COTTAGE PL-RESIDENTIAL \ 41. KATHRYN PULVER 41. 300 COTTAGE PL-RESIDENTIAL r� 6o. �� 42. ALEXIS L BARR&ANDREW Y KURITA 42. 385 COTTAGE PL-RESIDENTIAL s 43. CHRISTINE WATTS&CLAIRE WATTS 43. 315 COTTAGE PL-RESIDENTIAL �- 44. MULLEN REALTY L P 44. 55980 MAIN RD-CAR DEALERSHIP MAR f�, 2024 45. RWM ENTERPRISES INC 45. 56340 MAIN RD-ANTIQUE STORE 46. RWM ENTERPRISES INC 46. VACANT __ 47. NI CO HOLDING LLC 47. 465 KORN RD-RESIDENTIAL S0uth0l Town 48. MIRA DOUGHERTY JOHNSON&TIMOTHY WOOD 48. 340 LOCUST AVE -RESIDENTIAL Planning Board 49. SCHELIN ROY A JR&SCHELIN JOANNE K 49. 385 LOCUST LN-RESIDENTIAL W_ 51. GERARD V OORE ALE& O MO A E 51. 165 LOCUST LN-LANDSCAPE CONSTRUCTION 500' RADIUS MAP 200' CURB CUT RADIUS MAP 51. GARRETT MOORE&MARGO MOORE 51. 165 LOCUST LN-RESIDENTIAL 52. SOUTHLAND CORP 52. 56480 LOCUST LN-7-ELEVEN NTS NTS C\l C104 C) C14 C14 W w C-j c') M = C) C) 'gr N CD CD c')Q Lu C) EXISTING(7)STANDARD Lu TAX 1101, to PARKING SPOTS AND(1) 0 ADA COMPLIANT PARKING z d wl SPOT TO REMAIN <co Z m 0 U)LL Z Z-------------- 0O ----------- m Lu tt �TOCKA < 0 C :D FDI U)LLJ ............. .................. ....... P i U) t 1 1, 1 0 w < tf'­�� qN, U) S09*2500"E wono R,; rr,, i 0- 0 Q 0 .............. Rh! FEN. .......... z ........................................... ........................... 7 7.39 cr 11;,, if J fmfn?w-A ti ............ �0.2' 0AI iit t 4 ................ 2 -- --------- ------------- z -- ------------- --- 5i z SIDE YARD PROPOSED 6-UNIT RESIDENTIAL BUILDING f SPACE_ SETBACK F.F. EL 28.50 PROPOSED ADA PROPOSED S.F. 7,061S.F. TAA' 10T COMPLIANT PARKING SIGNS ------ PT = 00 CONCRETE COTTA CONCRETE PAD(TYP-4) �n_ A., W I U c) LLJ WALKWAY PROPOSED 00 F2 4t 'V 0 WALKWAY 0) -CONCRETE u� Sj A --------- u- yc If ROOF OVER FRONT 0 0 Q)(D ce t ENTRY(TYP-6) SIDE YARDru if ill A Z LIMITS OF PAVEMENT DISTURBANCE SETBACK @ E ISTING PAVEMENTCZ z M ETE PROPOSED LANDSCAPING,SEE PARKING BUMPE R(TYP�13) SHEET3 CD PROPOSED ADA COMPLIANT PARKING L-------------- ------ --------- EDGE OF PROPOSED. STALLS AND STRIPING(TYP) �co ASPHALT PARKING LOT z W- ff 69 - z N09025'00"W 8_13 5 N`04(� _ w j TAX .1,07' ASPHALT DRIVEWAY PROPOSED PARKING STRIPE PROPOSED 9'Xl9`PARKING SPOT(TYP-29). r)2,35 ARROW(TYP-2) ALL PARKING STALLS TO BE SAME DIMENSIONS,SEE SHEET 4 FOR DETAIL. W Z z C) Z _j oz < CID W < Z PROPOSED SITE PLAN 0 SCALE:1"=30' 0 < 0 15 30 0� BOISSEAU AVENUE (D PROPERTY INFORMATION PROPOSED ZONING INFORMATION PARKING LOT CALCULATIONS ZONE'HB'HAMLET BUSINESS 06 PROPOSED 6-3 BED 2 BATH APARTMENTS USE CALCULATION REQUIREMENT (3 >_ SUFFOLK COUNTY TAX MAP NUMBER: EXISTING: BARBERSHOP: 3 CHAIRS X(2.5 STALLS/CHAIR)=7.5 2.5 PER SERVICE CHAIR 7 LLJ ITEM REQUIRED PROPOSED > 1000-063.0003.00-026.000 THRIFT SHOP: 1257 SF X(1 STALL/250 SF)=5.02 1 PER 250 SF a OWNER:SM13 REAL ESTATE SERVICE INC LOT SIZE S.F. 20,000 S.F 68,901 S.F. APARTMENTS OVER STORE(2): 2 UNITS X(1 STALL/UNIT)=2 1 PER UNIT W Z) LOT WIDTH 60' 95.44' TOTAL REQUIRED=14.52 W ADDRESS: 56025 ROUTE 25 LOT DEPTH 100, 777.39' TOTAL EXISTING STALLS PROVIDED: 15 STALLS-1 ADA ACCESSIBLE STALL&14 STANDARD STALLS FRONT YARD 15' 295.78' z SOUTHOLD,NY 11971 Z < CC SIDE YARD 10, 10.00, USE CALCULATION REQUIREMENT Z3 MUNICIPALITY: TOWN OF SOUTHOLD BOTH SIDE YARDS 25' 60.75' PROPOSED: 3-BED RESIDENTIAL(6): 6 UNITS X(2.25 STALLS/UNIT)=13.5 2.25 PER UNIT w cl) BUILDING USE: RESIDENTIAL 1 C14 REAR YARD 25' 134.11' BARBERSHOP: 3 CHAIRS X(2.5 STALLS/CHAIR)=7.5 2.5 PER SERVICE CHAIR (1) C\l Llj THRIFT SHOP: 1257 SF X(I STALL 1250 SF)=5.02 1 PER 250 SF uj tp ZONING DISTRICT: 'HB'HAMLET BUSINESS LANDSCAPE AREA 25% 44.9%(EXIST:77.9%) APARTMENTS OVER STORE(2): 2 UNITS X(1 STALL I UNIT)=2 1 PER UNIT I`- LOT SIZE: 68,901 S.F. 1.58 ACRES MAX LOT COVERAGE 40% 14% 44 ;2! �3 1 `4 (D TOTAL REQUIRED=28.02 Z co - 9 Z MAX BUILDING HEIGHT 35' 17'-3" >_ (z) Lu j LLj Z C\l LLJ MAX NUMBER OF STORIES 2 STORIES 1STORY TOTAL PROPOSED STALLS PROVIDED: 37 STALLS-2 ADA ACCESSIBLE STALLS&35 STANDARD STALLS a- ��; T C) Lu -:c �e EXISTING BLDG S.F 2,282 G.S.F. C/) 0 PROPOSED BLDG AREA 7,061 G.S.F. REMOVE-EXISTING 7 STANDARD STALLS.KEEP-EXISTING 7 STANDARD STALLS AND 1 ADA ACCESSIBLE STALL. C) 20 C) TYPICAL UNIT G.S.F. 1,176.8 G.S.F. PROVIDE-28 STANDARD STALLS AND 1 ADA ACCESSIBLE STALL. CQ jj ul UNIT USABLE S.F. 1,067 U.S.F. 0 Z Lu to uj uj T,!A' LOY' il) 234.11' 247.50' 295.78' r 7.67' 232.17' 7.67' W IQ; a) 12 In L6 -4- ...... S0902500E RA' FP� 27.85 ii ............ ......... R AI f f` 77'/'.39 im li CD if if 04 W_ U') ---------- 7, 28.0 ------- ----- F.F. EL. 28.501 cc? F cl) L6 I F.F. 7,0 61 S.F. 22.94'+ PROPOSED CONTOURS 28.5 en 41, 00 S.F. 68,901S.F - 6 A R viN, A'A0 150 clq 28 5 J-i " , " \" v , " ��!_ " - C) 04 co cl) c:) C? ED -,',I X I " 9 COTT cl? cl� cq 2 ✓igw AGE PL 285 "t 28.5 285 (z) w )116 it �:.il if 1! j _j Lo 28.5 APt-iALT 0 0 CD > C> c� C� 6 R�A�j 28.4 w m 28.4 F? ,I I - �' 28 1 TYP T 2 . 5 28.0 +1 Q4 C�\? EXISTING CONTOURS 28 18 LIMITS OF PAVEMENT DISTURBANCE 3 2 o f MEET EXISTING PAVEMENT Lu 0 Lu �e 1`0 0 27.75-/ L z -j if I to Lo co r-_ :128.. 277 cq NAL; J c� 0 it 28.5 ILI" Lo N_ 04 0 co Z C14 C*4 04 04 u- co c1l. 27.5 4''TA,N Llf' z U) w _U jT N09"25*00"W N10 Y, . 0- CD TkV 1,07' 9 cl? ci C:) cl) m co L0 to cli 0 0 cl) cl) y LL 0 219.34' v Lo ILL Q� 283.47' U) cf) GRADING & ALIGNMENT SITE PLAN 0 15 30 SCALE:1"=30' BOISSEA U A VENUE LL R E C I V ED CC ID 2, WING SEE S ET 3 _P�ROP6SEID N PARKING I STALLS PARKING PROPOSED 9'Xl 9`PARK MAR 12 2024 Southold1"own Planning Board Ill U) ELECTRIC FOR TREATMENT UNIT PROPOSED 4'0 MANHOLE,RIM EL=28.1', N INV EL=25.15',W INV EL=25.05' SEE DETAIL i S 7`A.V LOT 10 AIR LINE CONTROL PROPOSED _ VENT LINE PANEL SUBMERSIBLE N N PROPOSED 4'0 MANHOLE,RIM TRANSFORMER ,-: _..._..._._._- 1 w o 0 ._...._._...._ w. EXISTING UTILITY : S INV EL=25.15',W INV EL=25.05' ELECTRIC FOR TREATMENT UNIT VENT LINE "i ""`-"' ___._. ;r:r.+•." SERVICES TO REMAIN cn F _ ..._ .._ l r i W N O hti. SEE DETAIL �` • � � . .� :r r > � 00 I/A CONTROL PANEL r't F t :rr; -i __._._.._.._..._.._...___..._....._...... . _...__......__..._.._. .. ......__.....__...._......... ...... _.. _.. o 0 z:r,;; f..•i: F::'. �.,, , r' C.O. c+> _ -. 04 _...... ...........` /. .... -?._.. _ _.>- a. c, 777..' o N Lu ` /- - WM WM....- M/A� "'WM,•�WM-WM- Lu WM-WM- WM-WM-WM-WM-WM-WM-^-WM YAM WM-WM--^WM.^WM-WM.;. 1�M -WM WM- -�WM'' WM�-WM- v.. ,. z CD ..�,. �_... �--�� .�; `10'-MIN f v IN -- !---------I----r--- ------ ---- :� --+ -------------- -----"5 T_-----........._..------- - + i i j Y + _... W h' O I <'?y � if Y� �` f�. H - PROPOSED 6-UNIT RESIDENTIAL BUILDING ,t ,�z•. 4.� . ;; ,-* i?i 5Q o < -- IN PROPOSED CONTOURS O INV EL=25.5' :�r, ,r �," \ Z O ° etl' - PROPOSED HYDROACTION AN1100 4' F.F. EL. 28.50 r ;,rt, \ \ '"y<,i „'-r' ' i r ;? Z� , ., \ •� � tee...._..-a _-...,. fA (n PROPOSED HYDROACTION AN ii>` . \ \ \ `, \ \. . V"" ,:a,;a n Wa, ;+ .._(�,ti__:SI?. Q I- m 0 Z TREATMENT UNIT,RIM EL=29.0',E IN S.F. 7,061S.F. 7P ` "'OY ?6 \ \ pL ---- n O TREATMENT UNIT,RIM EL=28.3',E INV \ \ \, \ ' \ \ '• \ ?, `;:;r= :, - - ; COTTAGE iu W Z 0 O EL=24.8',W INV EL=24.55' ,INV=25.5' INV=25.5' INV=25.5' i w' a�, >.. ! t-_ ' '`r� ? i? >- EL=24.8',W INV EL=24.55' \ k<,� ;r eae.:, w cn Y / a J f' --/ / - ✓{'r. t...F(x' '\1 ,l ` \. '\ 1i 1 1�, it ?i �lr,ts[. -j ` If ? o Q m Z W r ► ," ` C71 + N \ \ \ \ - !r? ry r / CA <� ._.�.^. _... 'a L--- J L----J L----J L----J L--�_J -_J a'` ' Q .\ ` ASPI!A�T _.' \ lxd \ \ \ :...`Ij f 1 _...v.." a d 0 V -LL �� j .,ri;i:;�;..h4 i \\ , c., r t`%i i x>r TEST 2 n{b,4,. Fi"e i \ i r i i . {ppr. �'ACr :? ;ti _. .... - ... ..... ..j,i ,C�:'.....- r.A U f ! ( It _ HOLE \ .. 1 EXISTING CONTOURS ca I © I \�' LIMITS OF PAVEMENT DISTURBANCE \ 1 ' � � '' /�' '` I MEET EXISTING PAVEMENT /�0�, (0't© f \ `\ \ wu_._;:_�<1 1 - � ..\ i '\\ ` \ •`l_-pie �':.;r.-� , , ? Jt b PROPOSED 8'0X12'EFF. PROPOSED 5"DIA PVC TYP 2 D-BOX -- --• \ \ r. I fi; E INV EL=24.45' ? J �'�' ;, \ '`.x,; ql, '. �a'MIS _ �, � ,, � ? ? ;; � � I. DEPTH SANITARY LEACHING D BOX INV EL-25.2' _ \, \ a :ij ' m j j OJ Q� �� o \ e���®® ����a �e�a� ���a� SINVELS=24.30' •' ?Y.R., a f ° \ E INV EL=24.45' - _... \ 4- r. POOLS,RIM EL=28.5',INV O O O O O c� f f° t Z `- L--------�- .._._..._._ I.<a..a..,_..•..:_�? -w:.4„"":","..'•-W=..;:::�.«-.;e.�,~ i_._X,..ra ,� RI t EL=24.1' TYP-20 W INV ELS=24.30' --------1�" ------------------ y _ co ___._ � z t N00 25 00 PROPOSED B'0X12'EFF. 698.35 T' *k�N Y r r r �r .+ ( O �o W tJ DEPTH SANITARY LEACHING POOLS,RIM EL=27.5',INV x ! PROPOSED 10'(dX10'EFF. ?4 J ' j C -= �5 ¢ z i DEPTH DRAINAGE LEACHING EL=24.1'(TYP 2) EXISTING SANITARY -,% ( F PROPOSED 12"DIA SMOOTH in, ( 1( ! S INTERIOR CPP TYP 4 POOLS,RIM EL=27.7'(TYP-5) SYSTEM TO REMAIN vy ,. Tr:', ,.} NOTES: ( ) 1. ALL SANITARY POOL COVERS ARE TO GRADE. r 2. NO SURFACE WATERS OR WETLAND LOCATED WITHIN 30OFT OF THE PROPERTY. 3. NO NEIGHBORING WELLS LOCATED WITHIN 15OFT OF THE PROPERTY. i 4. ALL SANITARY LEACHING POOLS MUST BE LOCATED A MINIMUM OF 1OFT AWAY FROM Cf ( THE PROPOSED WATER SERVICE. ( Z i DRAINAGE & SANITARY PLAN Q SCALE:1"=W _ _ _ _ 0 15 30 Q 0 EXIST.GRD=26.0' B O I S S EA U A VENUE U Q z o Q MIXED GRAVEL FLOW RATE CALCULATIONS 0.0'-0.5' SM AREA 68,901 FT -1.58 ACRES V 0- Q SAND,AND LOAM HYDROGEOLOGIC ZONE IV SANITARY #1 CALCULATIONS DRAINAGE DESIGN CALCULATIONS \ ALLOWABLE FLOW RATE=600 GAUDAY z BROWN AREA L 0.5'-3.0' ML FLOW RATE OF 3 HOUSING UNITS =900 GPD f SILT ALLOWABLE FLOW RATE FOR SITE=1.58 ACRES x 600 GAUDAY TOTAL LOT AREA: 68,901 SF _ AN1100 TREATMENT SYSTEM(9 BED,900 GPD) =948 GAUDAY(GPD) 900 GPD/1.5(GPD/FT2)=600 FT2 TOTAL AREA OF PROPOSED WORK: 49,030 SF J EXISTING FLOW RATE PROPOSED FLOW RATE ASPHALT&CONCRETE AREA: 12,842 SF X X 0.3=642.10 CF c BARBERSHOP 590FT2 17.7GPD 6 PROPOSED UNITS 1176.8 FT2 225GPD REQUIRED:600FT2/25 FT2/FT=24 VF ROOF AREA: 7,061 SF X j X 1.0=1,176.83 CF Q N o THRIFT SHOP 1257FT2 37.7GPD X 6 PROVIDED:2-8'0 X 12'LEACHING POOLS=24 VF GRASS AREA: 29,127 SF X 12 X 0.3=1,456.35 CF APARTMENT A 1193FT2 225GPD TOTAL AREA CALC: 3,275.28 CF 168.42 CF/VF(10'0 POOL)=47.87 VF 3.0'-21.0' YELLOWISH BROWN SP APARTMENT 590FT2 150GPD SANITARY #2 CALCULATIONS FINE SAND PROVIDE: 5-10'0 X 10'EFF.DEPTH POOL=50 VF FLOW RATE OF 3 HOUSING UNITS =900 GPD NOTE: BORING BY:MCDONALD GEOSERVICES TOTAL EXISTING FLOW 430AGPD TOTAL PROPOSED FLOW 1350GPD AN1100 TREATMENT SYSTEM(9 BED,900 GPD) ALL DRAINAGE RUNOFF TO BE CONTAINED ON SITE IN STORM DRAINAGE STRUCTURES AND {� TAKEN ON:MARCH 15,2023 900 GPD/1.5(GPD/FT2)=600 FT2 WITHIN CURBS,THERE WILL BE NO RUNOFF INTO SURFACE WATERS. 06 Z TOTAL SITE FLOW=1,780AGPD NO WATER ENCOUNTERED REQUIRED:600FT2/25 FT2/FT=24 VF LIJ ' ALLOWABLE FOR SITE=948GPD PROVIDED:2-8'PI X 12'LEACHING POOLS=24 VF DRAINAGE NOTES: � U i TEST HOLE 1 DATA EXCESS REQUIRING CREDITS=832.4GPD 1. ALL LEACHING DRAINAGE PIPES TO BE 12"C.P.P UNLESS OTHERWISE NOTED � � REQUIRED AFFORDABLE HOUSING CREDIT=(832.4GPD/(300GPD/CREDIT)) 2. ALL ROOF DRAINAGE PIPES TO BE 6"P.V.0 UNLESS OTHERWISE NOTED 3. PROVIDE CLEANOUTS ON ALL ROOF DRAIN PIPE BENDS w D CO 3 N.T.S. REQUIRES PURCHASE OF 2.78 AFFORDABLE HOUSING CREDITS 2 0 �z- o 7 <t 0 L3.1 ...I � z i 1`A V LOT 10 w N PROPOSED UNDERGROUND PRIMARY UNDERGROUND I NLu SECONDARY ELECTRIC 5 PROPOSED WATER SERVICE ELECTRIC SERVICE _ SERVICE .._........._.._ .....__. �! (2) -PVC SCH80 FOR EXISTING UTILITY �' • ?° " Y I EIDATA/TV SERVICES POLEREMAIN + >- � w t --•.. •�<".f: t ? st. +{ ,t � J w CON AV�I , VO C TO 1 W Z nt�]]® * ,. ;;;�'�` 4 FIRESERVICE ..___._...:._ - _..__.__ ......_ _ _ _..._ _... _ _ ? Q :, +,..�VJ 25 �� L W.;M:R,..,. :": .. .,. �''� r u ...: __.1_. 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W W 1 ( ! � W . . u . . _. w ✓ , "� ---.' w w w W w W w PROPOSED 6-UNIT RESIDENTIAL BUILDING w u o w t\ r' 'i I+ u, y i ✓ W :. ✓ r w w ✓ w w W W_p' I ,:?*v'.r:.^, SPR!;F'' i / ` .>!. 1 \\ ` ..�.,, .r•.._.. ._. ''Y,, r, ( �� r w �l ,. W w w ,. W W w F.F. EL 28.50 ��p " " S.F. . T�^ ' < ' PROPOSED I . \+,'•\ \ \l\ •,••\'t ,r ,_\,.,,�<,> -- ....., v w v v v :. .: :, - .Y "Y ✓ Y Y .Y v w v r , w W v W � v , w ,l \ ` l'. \ \ ,\ \ \ \ .•tE7i::. )r:�":.. 1''s,r� _..f _._ E J i I :-- 7 0 ;�a'r:a,, ._. < ( C TAG ,--.w ,.; X w -- ,. ., "✓ Y Y .Y w .. ., W d i \:;'grS?S>y\-..,\ ' '`, ;��'j;._-.:.:zc-...._ s.,;.- r �t i ..'r` u W u w W TRANSFORMER i �/ \ ,`6r \ ' :Y n>-,. a:_: ;�_.1 r " SUBMERSIBLE OT w ., = - W ✓ w ✓ e W .. 11 f K :-...n 4.1 .' v u. ,, W v v v v--: v, v. v ✓ w w Y w .✓ w Y v W e W W v .✓ v , w a w v w w w w W ✓ V v d ." r v d, v W I -..._.., `\, `\ f? (! ? w i / •I I .• I w 1 I .. I a"I • I I ! I ••.- .I. I • EN ` .:. u v v e u v v .• Y w •Y 'v 'v •. .t W u L--•.Y.-J: .•L-y<�_J LJ'r--.r_J L_+�_J'J L _J"_J' L_�__Y1 u ART / 4 w W w W W w ✓ W CONNECTION i a,F>, \ ,._ ."y w v v. V• W � a• v :, W v W w Y Y w Y w .. w v 'v V w W i W v v V v V C� - .1..,Y 1, ,,'`�1 li4; DEPARTMENT �• W W w ✓ w w „,., 1 u, v v w a W w w w W Y w y ✓ .i w .Y Y ' W 1, : W v W w VTP I _.�_Pph r, Y' n::....,.,i:<rv:III\f:I,^ '\ '\ 7...' 'i/.,.. vm I. R;:t' 7 is��?r r , .:} ._`: w w u� w v w W w w w w .v w w w ✓ Y W .y ., r w ., w w u. .. -- ,..F r�yri r_- `\ 7i ?r ,,',` '`:' i<'•� 1I xjw fw , t\ r} LIMITS OF PAVEMENT DISTURBANCE I'- �• ? .> R: \ \ \ •', \ � v I MEET EXISTING PAVEMENT u ? F.1 (�" d, v W v v W w W W W W w w w w w W v s .v ✓ w !• r w ,. �, v I -�••© cv \ .. "..«i i ? v W W u W v W W W W W w W w w w Y w w w AM ( ) '\\ t f, j RAfd° .' ,, ,'\l "� �=• t �;J f_.< F.i, � ry'q 4 e W V, W ,ti w W W w w w w w W W ✓ Y . I ._.._._. ...-. 'Y:`" \\ ,7"ry � I q( ? �1 f ` ti w v w v W` v W W W w W W w w w W w y W y .. . .. "_ .. ... \ .;M R t\, n b,.,.I� ♦" � "I ? fl '� i - w w W 1 W w w W W ✓ w W Y W W y PROPOSED LIGHTS(TYP 3) LCM ------------------ --------------- 2', --- I r ��' ..-._._... F .'.`}" � c, wagr.;alr �2v ,.if v W v W W W W v W W w w W w ,: w W •V w S ,'ri i .Y v ,t v W ;i u -(3) w • a r 11 v W W W W w w W W W w W W J• ,Y ., v v 1 + , .. ♦ v W •b w +. W W w W w w w w W w w J w W W 3 Y w v � v v, v. v w w W w W W W W °. 4 .��~ ... '1 r� G, uf.;, ,..NS"; I to FE:V 7�r�y�y _ r Ott w x1e1 t 13 EXISTING UTILITY ' ; r 4,� �` �'` ?m? SERVICES TO REMAINON 'it;;?:' UTILITY & LANDSCAPING PLANs.1a : ,.r ;+ N SCALE:1"=30' �f 0 0 i m LO _j +' N J 1 W � wY ? m REINF.RUBBER HOSE 0 } � M 12 GA.WIRE-TWISTED - - - - 0 Z AND LEFT LOOSE B D I S S EA U A V 0 15 30 0 _ w REINF.RUBBER HOSE VENUE LO 0 0 w 12 GA.WIRE TWISTED AND LEFT N Z V LOOSE i LOT COVERAGE CALCULATIONS 0 J p EXISTING LANDSCAPE AREA:53,650 S.F.=77.9% 2 CEDAR STAKES-DRIVE AT � 0 0 O PROPOSED LANDSCAPE AREA:30,935 S.F.=44.9% 2 CEDAR STAKES DRIVE AT ANGLE AND DRAW VERTICAL � ~ LPL 00 PLANTING LEGEND ANGLE AND DRAW VERTICAL � U) TERRA WRAP-ONLY WHERE REQUIRED BY U) cn LANDSCAPE ARCHITECT QUANTITY KEY BOTANICAL NAME COMMON NAME MATURE HEIGTH MATURE WIDTH CO � w � 4"DEEP SHREDDED BARK MULCH r, 4"DEEP SHREDDED BARK MULCH o L F � 3 LCM LAGERSTROEMIA INDICA CRAPE MYRTLE 15'-25'HT. 6'-15'WD. 6 TP THUJA PLICATA'GREEN GIANT GREEN GIANT ARBORVITAE 30'-35'HT. 6'-1 O'WD. =o W i CROWN OF BALL TO BE SAME 6 AM ACER TARTARICUM SSP.GINNALA-VAR.'BETZAM',AKA'BEETHOVEN' AMUR MAPLE 15'-2T HT. 10'-15'WD. CROWN OF ROOT BALL TO BE o > w Y LEVEL AS IN NURSERY SAME LEVEL AS IN NURSERY w 6"SAUCER �, C co to REMOVEURLAP LO LANDSCAPING NOTES AND WIRE AND NON- AND ALL WIRE AND NON- BIODEGRADABLE MATERIAL 6"SAUCER 1. ALL PLANT MATERIALS TO BE OF HIGHEST QUALITY NURSERY GROWN STOCK. -III III III=1 REMOVE TOP OF BURLAP III- ' AND ALL WIRE AND NON- 2. REFER TO DRAWINGS PRIOR TO ANY EXCAVATION FOR LOCATION OF MECHANICAL AND UTILITY LINES AND STRUCTURES.IF ANY CONFLICT EXISTS, I=1- I=I TOPSOIL BACKFILL-MIN OF I I 1=1 CONTRACTOR SHALL NOTIFY ARCHITECT FOR SUGGESTED CHANGES. III-1 - - 50%OF SOIL TAKEN FROM HOLE �id_ _ BIODEGRADABLE MATERIAL 3. ALL PLANT PITS TO BE BACK FILLED WITH TOPSOIL BLENDED WITH 0-20-0 FERTILIZER AT THE RATE OF 5 POUNDS PER YARD. I I=III PR-1 U- 4. ALL TREE PITS AVD SHRUB BEDS TO BE MULCHED WITH 4"DEEP FRESH MILLED SHREDDED BARK MULCH. , III- - �o =(c<<.;. ,, ? I= I O I I=1I I-;'. : _�, .•--I I-1I III , ' I I_I-1. 5. ALL TREES TO BE PLANTED AND STAKED AS PER DETAIL. III= 1 I=11 N '` TOPSOIL BACKFILL,MIN OF 50% 6. ALL PLANT MATERIALS TO BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER PLANTING. _ .:,; •' ' ' 1=1 OF SOIL TAKEN FROM HOLE f " 1= 1=1 (=1 I I=1 I I-1 1=1+1" -III ! F. q,,,,,, 7. IF ANY DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST,THE PLAN SHALL GOVERN. '.=1 r' "' I=I(= F i... = III=111=11-�-I I1=� I I -,-- _--_--- 8. ALL PLANT MATERIALS ARE TO BE MAINTAINED WITH FERTILIZER AND OTHER REQUIRED MATERIALS TO MAINTAIN A NEAT AND HEALTHY - I- I=I hI I=III=III=i - I- I-III- COMPACTED SOIL PEDESTAL �I = _-! --_:I- _- I I it __--_ I -I LI---I 11=1 11=111=11-I 1-III -I APPEARANCE. = = = _ -I - - - - _ _ _ _ , cy ,_- 11_._I 1 I--III-- 1 i L__i i I-I i I-1 i-1 i I Ill_ r"Ak 2024 9. ALL PLANT MATERIALS ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM.DRIP IRRIGATION IS TO BE INSTALLED WHERE POSSIBLE.ALL _ _ _� =1�-=-�= _ _ - - - -t- COMPACTED SOIL PEDESTAL L_� 2 X BALL DIA !IRRIGATION COMPONENTS AND INSTALLATION SHALL COMPLY WITH ALL LOCAL,STATE&FEDERAL CODES. 2 X BALL DIA uthold Twin 10. ALL PLANTS WHICH DIE OR BECOME DISEASED SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR. _Planning own W 11. ALL NEW SEED AREAS ARE TO RECEIVE 4"MIN.OF TOPSOIL. 12. ALL SEED AREAS ARE TO BE SEEDED WITH 5 POUNDS OF FESCUE VARIETY GRASS SEED PER 1000 SQ.FT. 13. ALL WORK WITHIN THE NASSAU COUNTY RIGHT-OF-WAY SHALL CONFORM TO 2009 COUNTY OF NASSAU DEPARTMENT OF PUBLIC WORKS STANDARD 2 EVERGREEN PLANTING DETAIL 3 PLANTING DETAIL U) SPECIFICATIONS AND DETAIL SHEETS FOR CIVIL ENGINEERING AND SITE DEVELOPMENT CONSTRUCTION. $ N.T.S 3 N.T.S RESERVED NO PARKING SIGN PARKING "RESERVED PARKING" SIGNOR"NO STOPPING" GREEN -RESERVED SIGN N N PARKING SIGN W_ N N W BLUE NO w o 0 WHITE PARKING POST o 04 o U WHITE ANY M N = W TIME `N M GREEN AN ACCESSIBLE 0 6"NOMINAL STEEL PIPE(SCHEDULE 80)YELLOW PAINT I- O BUILDING 4'MIN PEDESTRIAN ED I I STANDARD M.H.FRAME&COVER, Z O FINISH GRADE TYPE"F"ADJUSTABLE CASTING m Z } O U) Q U m LL ZO WALL ACCESS ROUTE FINISHED GRADE \\\ \ \\\\ \\\ \ \ \� iu W Z - \ \ 4"WIDE \ \ \ WHITE STRIPE 4"WIDE #4 BARS @ 8" /� /\ \/ U Q Y m w 4"WIDE WHITE O.C.E.W.BOTTOM ��•/ / / ,�ij c� a 0 C) U of 4"WIDE,45°BLUE STRIPE /\ APPROVED COMPACTED SUBGRADE o 0o ° STRIPES T-0"O.C. BLUE �_ / v v ADJUST TO GRADE WITH ALL WEATHER STRIPE M //\ _v RED CLAY BRICK W/TYPE 2 MORTAR BLUE INTERNATIONAL �—•- rn o / // NOTES: 2' (MIN.OF 2 COURSES&MAX.OF 12") Z /\\ SYMBOL FOR ACCESSIBILITY I I /\ THE STEEL PROTECTION POST SHALL BE PAINTED �N> �— YELLOW AS FOLLOWS: o S.C.D.P.W.STD.M.H.STEPS(S.S. /\ A. SOLVENT CLEAN TO REMOVE OIL,GREASE MANUF.IDENTIFICATION 0 CAST IN WALL OR STEEL REINFORCED AND OTHER CONTAMINANTS. COPOLYMER POLYPROPYLENE) B. APPLY METAL PRIMER. AL Z CIRCUMFERENTIAL REINFORCEMENT 0.12 � U C)//\\\/� \\\\ C. APPLY TWO(2)FINISH COATS OF APPROVED ° ci a SQ.OR 4'0 SELF SEALING BUTYL RUBBER Z z4 Go _ � 9 01. L--9'-0 Y�\ \ \ POST EXTERIOR PAINT FOR METAL SURFACES. o o W U 27'-0" L y 0. \//\\//\\///\///\ N "OR 4"0 SELF SEALING ll _ v BUTYL RUBBER ° W RESERVED STALL STANDARD STALL s v d. cn CLASS"A" 6- �� H Z a RESERVED PARKING STALL DETAIL BOLLARD DETAIL FOR SIGN CONCRETE FILL 4 N.T.S ° aoao PSI ���� z '4 N.T.S 1z"CLTMP NCE A a TYPE II CEMENT A cn HYDROACTION TREATMENT UNIT BASIN COORDINATE MEASURED TO MIDDLE OF THE FRONT FACE OF 10"REINFORCED TRAFFIC BEARING 4' CB 1 DPi - --- - -O DOSING PUMP THE CURB BOX ALONG CURB LINES SLAB TO CARRY H-20 LOAD WITH MAIN DWELLING ELEC PANEL OR CENTER OF GRATE FOR FILED •° ° ° ❑ INLETS AN OFFSET OPENING 3'-3"MAX.QUICK RECIRCULATION PUMP z #5 BARS AT 6"C.-C, TYP DISCONNECT m,_� GEOTEXTILE FABRIC,MIRAFI 140 `v iv Of 5" (J J CB 3 MP1 w w - - - MIXER PUMP SWITCH AROUND ENTIRE CIRCUMFERENCE GEOTEXTILE FABRIC,MIRAFI 140 Q J MIDWEST P065P OF LEACHING BASIN - AROUND ENTIRE CIRCUMFERENCE ° CB 4 Ct PUMP "-- -.----AIR HOSE TO DIFFUSER �--- -� OF LEACHING BASIN ° c ° Q ° A#2 STEEL HOOP AROUND OPENING(TYP) ° CB5 °o 0 0 0 0 0 0 0° W TO CONTROL 1 -Q RECIRC TIMER ENABLED °o 0 0 0 0 0 0 ° ¢o PLAN _ m F FLEXIBLE JOINT(TYP) L1 °o 0 0 0 o e e o° PANEL E[-- - ' F 2_0" e o 0 0 0 0 0 0 0° 12"CPP(TYP BETWEEN BASINS) o, W PVC JOINTS PIPE 2"PAST w TYP ° UNLESS OTHERWISE NOTED `� ts� INSIDE WALL NOTES: 5 - - - - - -�HIGHWATER ALARM o °o 0 0 0 0 0 0 0° I nM.r LL 1. ALL MANHOLE SECTIONS SHALL CONFORM TO A.S.T.M © _•,_ _-_____ _ w e e e e o 0 0 0 0° C 478.LATEST REVISION STANDARD SPECIFICATIONS p °o 0 0 0 0 0 0 0° FOR PRECAST REINFORCED CONCRETE M.H.SECTIONS. CIRCUIT BREAKER "KOR-N-SEAL"FLEXIBLE SLEEVE °o a o 0 0 0 0 0° 2. M.H.RISER SECTION TO BE FURNISHED IN 1,2,3,OR 4' SPECIFICATIONS �o v v OR APPROVED EQUAL(TYP) HEIGHTS AS REQUIRED. eo 0 0 0 0 0 0 0° °o 0k : 0 0 0 0 0 0° (SEE DETAIL) 3. MANUF,TO CERTIFY THAT M.H.DELIVERED MEET ALL CB -30 AMP ------ FIELD WIRING „0 0 0 0 0 0 0 0° a MONOLITHIC BASE SLAB REQUIREMENTS OF S.C.D.P.W.SPECS. CB 1-20 AMP GROUND MANUFACTURER WIRING 10, w REINFORCEMENT#4 BARS 4. LOADING TO CONFORM T AASHTO H-20 LOADING CB 2-20 AMP 2'-0"COLLAR OF#3 GRAVEL �> CB 3-20 AMP ------------- PNEUMATIC HOSE(FIELD INSTALL) y 4^ 0 8"O.C.E.W.TOP 5. REBAR TO CONFORM TO ASTM A-615-60 Fs=60,000 PSI CB 4-10 AMP 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M.A185 CB 5-10 AMP SEE SCORING DETAIL Fs=65,000 PSI 2'MIN ABOVE GROUND WATER SECTION A-A 7. CONCRETE TO BE 4,000 PSI @ 28 DAYS 8. FLAT SLAB TOPS(NO JOINT)MUST HAVE TOP&BOTTOM W s WIRING SKETCH 7 DRAINAGE LEACHING POOL DETAIL $ 4' DIAMETER SANITARY SEWER MANHOLE STEEL. Y 4 N.T.S 4 N.T.S � � o 4 N.T.S C.7 > U Z w -i z w POLYLOK 20" Cri N , 091 COVER EL.8.00 z �t 1 Z Z = = oZ 079 CO POLYLOK Q > o W • 6'RISERS r.) a L�ul Z 004o WO Lu QY 082 POLYLOK 20" t (/) O 0218 FINISHED GRADE LOCKING TRAFFIC CAST IRON OVER TO RINGGRA DIS RIBUTION Q m LLi J 0248 0204 ENDCAP TYPE Z p W ° 2"MIN.ABOVE _ LEVELING DEVICE r- Ito OUTLET INVERT W ° MIN.4"DIA.CFA ? ? N SDR 35 PVC PIPE 20" r MIN.4"DIA. PITCHED MIN. ° z SDR 35 PVC 1/8"PER 1'PIPE PITCHED MIN. MIN.12"COMPACTED SAND U 024 °°. 118"PER 1' 0 RDPEA GRAVEL LEVELING • 075 094 0 C-li11 D-BOX DETAIL 082 MIN 4"DIA SDR 35 PVC 8 4 N.T.S 076 088 PIPE OR EQUIVALENT PITCHED'"-l'MIN Q PLC CONTROL PANEL E —_ WI HP120 COMPRESSOR SAWCUT EXISTING ASPHALT PAVEMENT PRECAST SANITARY Y N ® ® ® RINGS(TYP) 1"'TOP COURSE O in 22"BINDER COURSE Q J 6"RECYCLED CONCRETE AGGREGATE N J > (") FLOW LINE W 0 w Y B 0 •a ® ® ® ® •O o 0 0 0 0 =ND 0 0 0 b 00 a ® ® ® 4 � LLZU D z o < ui REMOVPLACE UNSUITABLE0 La `A 8® ° T MIN MATERIAL AS REQUIRED = N Z O N w COLLAR rn Y � � W O 12 CD TYPICAL PAVEMENT E TIN U S C 0 T ® ® ® ® ® 4 N.T.S u=j c~n A 72" ® ® COLLAR MATERIAL TO CONSIST OF CLEAN PP1200 SAND AND GRAVEL r 83" AN 1100 6'-0" F w 5'-1oZ" w 8" BILL OF MATERIALS =wo _ o � 11z" T P:- NO.3 REBARI u' ITEM P/N DESCRIPTION QTY: a w 1-DIA THRU(TYP) O HA-AN1100 TANK,AN1100 245 NITROGEN REDUCTION 1 g W SIDE VIEW END VIEW I �`�' -T [ , A - TANK,AN1100 245 PRETREATMENT 1 X BACKFILL MATERIAL TO BE i ' _ w CLEAN SAND&GRAVEL NOTES: B 130002 SNG STANDARD 2 TANK CONNECTING KIT 1 1. CONCRETE DESIGN STRENGTH:PER i M,AR 12 2024 C - ASSEMBLY, RE-CIRCULATION 245 COMPLETE AN1100 1 ASTM C31,4000 PSI @ 28 DAYS D AN800-P AN1100 W/PLATFORM COMPLETE 1 6'MIN PENETRATION INTO VIRGIN STRP,TA OF SAND&GRAVEL 2. REBAR ASTM A-165 GRADE 60 _ _ __ E EC50-30-L200-PLC EC50-30-L-200-PLC 1 3. WELDED FIRE FABRIC ASTM A-185 Southold Down 4. FASTEN WITH REBARA.O.B.E. Planning Board F- w W 9 TYPICAL HYDRO ACTION AN1100 DETAIL S.C.D.H.S. SANITARY LEACHING POOL TRAFFIC BEARING DETAIL 13 PARKING BUMPER DETAIL U) 10 4 N.T.S 4 N.T.S 4 N.T.S