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Revised Site Plan Recvd 8/21/25
�� N,. '- l � LEGEND BULK ZONING TABLE GENERAL SITE NOTES �% 'o�. "_ . IT,I SEXISTING ITEM PROPOSED ZONING DISTRICT:RESIDENTIAL R•40 ../ ,-v ., , 1. UNSUITABLE MATERIAL, CONSTRUCTION DEBRIS, EXCESS SOILS, ETC. SHALL BE PROPERLY REMOVED AND �* �:, _01 ,., 110 �. , "'" .- ®® PROPERTY LINE ITEM SECTION PERM ITTEDIREQUIRED PROPOSED DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS. "' ,i� '--�-- � THE FOLLOWING USES ARE PERMITTEd AS A:. 2 , // BUILDING .. ' �o�o �� , 1, " '"� SPECIAL EXCEPTION BY THE BOARD OF :.. THE CONTRACTOR IS RESPONSIBLE TO AK T E EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE F ,_ �; ice" 12 PROPOSED PROPOSED SAWCUT AND LIMIT � DOOR A APPEALS,AS HEREINAFTER PROVIDED,AND " WITH NYS STANDARDS AND SPECIFICATIONS FOR EROSION & SEDIMENT CONTROL TO PREVENT SEDIMENT ~ q 4 �'r I , /' SUBJECT TO 51TI:PLAN APPROVAL BY THE . ' 9 MARKER(TYP.OF 2) OF ASPHALT AND CONCRETE EwexT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. ,� PAVEMENT REPLACEMENT " CONCRETE CURB - „ PLANNING BOARD: 3 �� El�" <�ALL ON SITE CONCRETE SHALL BE IN CONFORMANCE WITH ACI PROVISIONS ALL CURBING HALL BE 9G 2S 111 SAME AS 280.18E OF THE V4 ��o\v\m G=� CONCRETE §2$0.17(B} § CONCRETE UNLESS OTHERWISE NOTED. >• l2� \� % > •••:. AGRICULTURAL•CONSERVATtgN tISTRICT "• p a , G 6 1"`� - EXCEPT THAT A CHILbREN'S RECREATION " ✓� .W' ' c ,( - PAVEMENT � 2 :. 4. RELOCATION ANDiOR RE JOVAL OF EXISTING UTILITY POLES TRAFFIC SIGNS ET ;'- . PROPOSED SAWCUT AND LIMIT t� '� ETC., BE COORDINATED BY ASPHALT PAVEMENT CAMP,FARM LABOR CAMP AND :. C RESPONS BLE FOR FIELD FIELD-VERIFYING T � B00n OF ASPHALT AND CONCRETE - g, VETERINARIAN'S OFFICE AND ANIMAL HOSPITAL THE CONTRACTOR. THE ONTRACTOR IS G HEIR PRESENCE. 6�\0� a o HYDRO SEED .. - USE*PARISH CENTER[VI �" l6 PAVEMENT REPLACEMENT `� n a• 5 s. • ,�•1 6 „_ ARE NOT PERMITTED AND BED-AND-BREAKFAST 5. WORK WITHIN THE R.O.W. OF MAIN ROAD AND REEVE AVENUE SHALL BE PERFORMED IN ACCORDANCE WITH Welx m ,; 1' �.! t� OT4 LANDSCAPE AREA ` ` ` ` .. USES DO NOT REQUIRE SITE PLAN APPROVAL. � „ �` ALL APPLICABLE REQUI 4ENTS CF THE NEW YORK STATE AND TOWN OF SOUTHOLD REGULATIONS. or. ®® R17' SOD LANDSCAPE (A)PROPOSED BUILDING GREATER REl� �` � � •E `�" AREA THE FOLLOWING USES ARE PERMITTED AS A THAN SO FEET FROM ALL STREET M� I (1CIC �i% ; wHLrE uN go5ffgl �Ave -_ J E.A. r:) 2� LINES AND GREATER THAN 20 FEET %" I VJ 11 W • , W 1 •�g I X FENCE SPECIAL EXCEPTION BY THE BOARD OF 6. ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE INSTALLED IN tl - i' me DOUBLE CELLO �6 0 rrj$ PROPOSED PROPERTY .... FROM ALL LOT LINES, ! I.(, -•-•°�. , tt 1,.;.1 DEDICATION(103.3 SF). I USES PERMITTED BY ,,. i.i 1. APPEALS AS HEREINAFTER PROVIDED AND CONFORMANCE WITH THE GUIDELINES OF THE NENJ YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL OyAt1 Uff 0i 1 'S 6 ( £- 3s WALL SPECIAL EXCEPTION SUBJECT TO SITE PLAN APPROVAL BYTHE (B}THE TOTALAREA GOVERED BY . DEVICES AND AS DIRECTED BY NYSDOT AND TOWN OF SOUTHOLD. ALL PAVEMENT MARKINGS REQUIRED (NhOTHVARIE 1 m '' PROPOSED SAWCUT AND LIMIT PROPOSED"STOP" wHRE U 1 AA.B 0 REFER TO SHEET C 12 I PLANNING BOARD,PROVIDED THAT NOT MORE SHALL BE THERMOPLASTIC NYSDOT SPECIFICATIONS)UNLESS OTHERWISE NOTED ON PLAN. I!, OUNDARY OF ASPHALT AND CONCRETE SIGN(MUTCD#R1 1) �,..r• III (NYSDOT SITE PLAN) b PARKING COUNT @ THAN ONE USE SHALL`BE ALLOWED FOR EACH _. PAVEMENT REPLACEMENT '( E •`L9 5I E C .WAIX low 1 ALL PRINCIPAL AND ACCESSORY 7 mw 40 000 SQUARE FI*ET qF LOT AREA; 7. CONTRACTOR SHALL SAbJCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE : 7 3 N BUILDINGS DOES NOT EXCEED EXISTING DRIVEWAY TO BE .""",•..••.•• Iz 0 r � UTILITY POLE (2)«PLACES OF WORSHIP,INCLUDING PARISH OF THE AREA OF THE LOT,`<„D 2 FREE FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL �. r , o I 0°l0 REPLACED WITH NYSDOT % '"::; ::S $ "" GRASS ^ ;, HOUSES(BUT EXCLUDING A RECTORY OR TOTAL BUILDING COVERAGE: DETERMINE EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE ¢"' '-" 5' t 3 A' h �- # - - LIGHT POLE cc 280.13 B 17,075 SF1242,2298.52 SF=7.05% i' ) � o 3; TYPE 3 DRIVEWAY ENTRANCE" •► • 3 I c0 § O PARSONAGE,WHICH SHALL CONFORM TO THEi.i WORKSCOPE DEPICTED ON THE PLANS. TWO FT MINIMUM FROM CURBS,PADS,WALKS,AND WALLS TO PERMIT _> m "" PROPER COMPACTION OF THE REPLACED SURFACES1. WALK .... .. ..+. . 1 REQUIREMENTS FOR A ONE•FAMILY 17WELLING), CON . g c S. I oT.s. SIGN SUBJECT TO THE FOLLOWING REQUIREMENTS: I. z ; 'E U GRASS m BOLLARD .I, (A)NO T THEREOF SHALL.BE 8. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, CURBING, PAVEMENT, UNSUITABLE MATERIALS, AND /. y;y, ti \ _ BUILDING OR PAR r.. ,", Nth 391' !; ERECTED NEARER KHAN SO FEET TO ANY UNDERGROUND PIPING. QUESTIONABLE ITEMS ENCOUNTERED (ABOVE AND/OR BELOW GRADE) SHALL BE .-x? I Ma data 02024 Terms. Re ort a ma error :: 1. :..,. EXISTING"ENTRANCE s a ,;, STREET LINE AND NEARER THAN 20 FEET TO : 1 BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE P P P FIRE HYDRANT1. REMOVAL OR DISTURBANCE. ONLY"SIGN TO BE ( CROSS �- ANY LOT LINE RELOCATED PROPOSED HEATED ow WATER VALVE PRINCIPALLTAN ACCE55ORYEBUI©NOS SHALL , 9. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO VICINITY MAP t i ENCLOSURE fOR WATER ® INLET0 !:I NOT EXCEED 20%OF THE AREA OF THE LOT,I''': y EXISTING FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR O �j� SERVICE WMETERPV AND SrK i 1 TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED i7 ,� BACKFLOW PREVENTER CONC.WALK sn I oR.o. ROOF DRAIN a�• MINIMUM LOT AREA ATTACHMENT 3 40,000 SF 242,298.52 SF(5.5624 ACRES) AND/OR BELOW GRADE FOUNDATIONS/WALLS/SIDEWALKS AND PAVEMENT TO REMAIN,AND SHALL PROVIDE A PROJECT DATA N 1�• f oRa 9 SAFE WORK AREA. ANY DAMAGE OR DISTURBANCE DUE TO SUBJECT WCRKSCOPE SHALL BE REPAIRED TO O RDA SANITARY MANHOLE APPLICANTIOWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART tf) f•••� oT.s (�_, ° � e• 57.7' � e §280 LIKE-KIND CONDITIONS AT THE CONTRACTOR'S EXPENSE. ` COVER MINIMUM LOT WIDTH 150 FT 391 FT 27835 MAIN ROAD CONC.wAtx P.O.SOX 926 /�� I � CONC.WALK t i DRAINAGE ® ATTACHMENT 3 10. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC •• .. R.. - s MANHOLE COVER 280 r CUTCHOGUE,NY 11935 • ` MINIMUM LOT DEPTH § 175 FT 391 FT DURING REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL,ACCESS,AND SAFETY PROVISIONS WITHIN THE R.O.W. ::� 6 § D(i STORY Qi oca CLEAN-OUT •�/o ATTACHMENT 3 ETC. SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERM' `� ! 0 I TELECOM MANHOLE MINIMUM FRONT YARD 50 FT 214.6 FT UTES( STRIPING,EMENT TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 • •I GRASS , CHURCH o. U QS ATTACHMENT 3 APPROPRIATENESS RIAT NAND ACCESS OESS OF REMOVAL ACTIVITIES VITIES AND PROVIDE TEMPORARY MEASURES FOR THELE RAMPS,PEDESTRIAN CROSSWALKS,SIDEWALKS, VPROTE TON AND SITE AREA,................................. 242,298.52 SF(5,5624 Acres) .. 0 280 ) AND COVER SAFETY OF THE PUBLIC UNTIL PERMANENT COMPONENTS/REPLACEMENTS CAN BE INSTALLED. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) d 14300 � a I Qe TREE MINIMUM PRIMARY §280 50 FT 338.8 FT ' OUR LADY OF GOOD FRONTYARD ATTACHMENT 3 11. IF SHORING AT A DEPTH GREATER THAN 5' IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT CURRENT USE........................... CHURCH •• '' Ro• COUNSEL R.C. CHURCH R•o• LIMIT OF CLEARING .,•� I 6 CONC.WALK GRASS � AND GROUND -LCGD- MINIMUM SECONDARY §280 SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN PROPOSED USE......................... PARISH CENTER 3 35 FT 214.6 FT THE REQUIRED SHEETING AND SHORING DETAILS. SHEETING SHALL BE IN CONFORMANCE WITH OSHA EXISTING FOOTPRINT............... 8,567 SF .. ..' •. __ pp� qq o DISTURBANCE FRONT YARD ATTACHMENT 3 REQUIREMENTS. i � - �c` L� 'e 1 U i B MINIMUM SIDE YARD §280 15 FT N/A PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) '`• -'� ATTACHMENT 3 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF COVERED ENTRY:273 SF Q o � - ry m rt ir r•. '� : I I RD. 2 1>Wt i I UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT . I MINIMUM SIDE YARDS §280 GROSS FLOOR AREA................ LOWER LEVEL,.....................................2,020 SF e � 1Ly 35 FT N/A THE APPROPRIATE LOCAL ONE CALL" SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND f'J v COMBINED ATTACHMENT 3 (WITH AREA BREAKDOWN ENTRY LEVEL.......................................8,508 SF p J O�3 I w EX►STING 0 0 COMPLETELY MARKED OUT IN THE FIELD PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN ) Ir CalC) '�` .'.'1 ^ ASPHALT PARKING - ENT. §280 THE FIELD LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. THE TOTAL...................................................10,528 SF Q w a1 o u b MINIMUM REAR YARD 50 FT 55.6 FT 0 ATTACHMENT 3 CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF FIELD ~ p Z) ( Z+ to. LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND ACCESSIBLE IN THE FIELD,AND RECORD w N a 3: , I X EXISTING BUILDING FOOTPRINTS: DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED ACCORDINGLY. THE j .• `,' �c o • •p f• ,• ., ,•••C,, CONC.WALK 5,700 SF+2,867 SF=8,567 SF CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY COMPANIES PRIOR J �'P, _ PROPOSED BUILDING FOOTPRINT: TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES DISTURBED DURING PROPOSED SAWCUT AND ,•� I MAXIMUM LOT §280 ° CANS SF(INCLUDING BUILDING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. PROPOSED 2' - � � �'•' 0 � 20% CANOPY) • ....� I I LIMIT OF ASPHALT � COVERAGE ATTACHMENT 3 i LONG CONCRETE �� PAVEMENT REPLACEMENT a W O TOTAL BUILDING COVERAGE: 13. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL �•`'.:.� CURB TAPER ® EDD40�, 1T° W A 8,567 SF+8,508 SF=17,075 SF OF STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, � •. �- ....� e� � � PROPOSED PARKING ® r 3 Z FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER. STONES USED SHALL NOT BE LARGER THAN 6 C� PROPOSED I STALL RE-STRIPING .1 � 3 17,075 SF/242,298.52 SF=7.05% INCHES IN DIMENSION. PRIOR TO PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTIONS IN i PROPOSED X 0 p N CONCRETE WALK v, I- ORDER TO ENSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER., FROST, FROZEN MATERIAL, N REPLACEMENT CONCRETE SIDEWALK " MAXIMUM BUILDING §280 35 FEET TO PEAK OF SLOPING ROOFS/25 FEET >` L �• B I L ` � HEIGHT ATTACHMENT 3 FOR FLAT OR MANSARD ROOFS 23'1 y"TO PEAK OF SLOPING ROOF TRASH AND DEBRIS. PLACE FILL MATERIALS IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE 11 08/19/25 AD ISSUED FOR BID O =3 1. PROPOSED ASPHALT ® 1 DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95%OPTIMUM DENSITY. GRADE THE SURFACE TO MEET v- 0 a a •••� ( MAXIMUM NUMBER OF 280 10 07/08/25 AD REV.PER TOWN AND NYSDOT COMMENTS § ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. REFER TO GEOTECHNICAL REPORT IF i- -I PROPOSED PAVEMENT(TYP.) G 1 2y SINGLE-STORY BUILDING O ''' ''' • ' BRK STORIES PROVIDED FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR PROPOSED SURFACE _C LANDSCAPE ISLAND ' p� ELEVATIONS 9 04/11/25 AD REV.PER NYSDOT COMMENTS 3 '' '''' �' '' ' '' •• • ••• - (VI VARIANCE REQUIRED A TOWN AND v ,' O 3 . 24'... ` '' PROPOSED ADA El 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 C +, ' •.•• ••• •. •. 4. RAMP(TYP.) r-- 14. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, SHALL BE EMPTIED,CLEANED AND REMOVED FROM THE O :•. .•.•.,..•.•.,..,.,.•....,.,.','.'..............'.'..'.:w.:.'.'......x ( / SITE IN ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUiREh4ENTS. 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 s. .. •. ....'.. 'PROPOSED .'.'.'.'.'.®•.'.'.'..'' PROPOSED ADAAND a 15. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT �� .'•'.••'•'•'.•.'' ............. 'CONCRETE CURB •'•'•'•'•'•'•••'•••••••• •••• "VAN ACCESSIBLE"SIGN ex •• I . . ..... .... ... . . .°. .... .... . ... BE REMOVED AFTER CONSTRUCTION IS COMPLETE. r '•••'•i.i'•'•'•'•'•'•'•'•'•'•''•'•'•'•'•' •'•'•'•'•'•••••••••'•••••• 10' •'••• ' ''•• (TYP.OF 2) ITEM SECTION PERMITTED/REQUIRED PROPOSED REV.PER UPDATED ELECTRIC AND RPZ WATER C.C. 1 5 12/06/24 AD ......... .. . . PROPOSED BIKE RACK(URBAN SERVICE LOCATIONS ........... .. 10' ... .... °. ................m.'.'.'. ". • (TYP.)••......•••••••••••••••-••••••'•'••••'•'•,•••._• -- PARKING PARISH CENTER(1 PER 100 SF OF OFFICE FLOOR AREA): EXISTING PARKING:122 STALLS 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH HE SPECIFICATIONS OF THE LOCAL RACKS 1000-STD)ON 6"THICK •• •• • s ors REV.PER UPDATED ELECTRIC AND TELECOM ' (TYP.) _ 4 11/22/24 AM 4,000 PSI CONCRETE PAD •• ",.'.'.''...........'''''.'. ".'. R3 •• R3' . '•8'' aRS'''' '''''• r'h'�' •• •••••• .10- REQUIREMENT FOR §280 78{A) 8,508 SF x 1 STALL PER 100 SF=85.08 STALLS PROPOSED PARKING:9 STALLS AUTHORITIES REGARDING MATERIALS AND INSTALLATION OF PROPOSED WORK.FOR OBTAINING THE REQUIRED SERVICE LOCATIONS PROPOSED 2'LONG 11 ti R5 r PROPOSED NO PARISH CENTER PARKING REQUIRED:86 STALLS TOTAL PARKING:131 STALLS PERMITS, SIGN OFFS,AND CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND REV.PER TOWN COMMENTS DATED 09/11/24 AND �' 1 •' '' PARKING ANYTIME"SIGN " i' • •• CONCRETE CURB 3 10/02/24 AM PROPOSED LANDSCAPE 5' .T.. ' '•••' - :. TAPER(TYP.) WHEN ANY LOT CONTAINS TWO OR MORE USES HAVING DISPOSAL OF ALL MATERIAL IN ACCORDANCE WITH STATE AND LOCAL LAW. SCDHS COMMENTS DATED 10/02/24 AREA(TYP.) . . ""?' 7 . . 5' 0 DIFFERENT PARKING REQUIREMENTS,THE PARKING 2 07/19/24 AM ISSUED TO TOWN REQUIREMENTS FOR EACH USE SHALL APPLY TO THE 17. SIDEWALKS, CURBS, OR OTHER EXISTING SITE APPURTENANCES DAMAGED BY CONSTRUCTION SHALL BE 'O°••" ` �' REPAIRED OR REPLACED IN KIND OR UNLESS NOTED OTHERWISE UNO„WHETHER SPECIFIED ON THIS PLAN OR 1 05/14/24 DD REV.PER CLIENT COMMENTS o ." PROP.10'x 20'VINYL FENCE PROPOSED PARISH CENTER ONLY ti i o 0 1 EXTENT OF THAT USE.WHERE IT CAN BE .> 3 .. , ,` .` TRASH ENCLOSURE ON OPEN DURING PERIODS OF TIME NOT,AT THE SOLE COST OF THE CONTRACTOR. PROPOSED CONCRETE 'o'• _,.," `• 22' CONCRETE PAD I CONCLUSIVELY DEMONSTRATED THAT ONE OR MORE WHEN CHURCH IS NOT IN USE. `•` ``•`•```. ` • - -" g 1 9.11' `: COMBINED SPACES §280-78(G) SUCH USES WILL BE GENERATING A DEMAND FOR NO. DATE BY DESCRIPTION 21 I& THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS. SIDEWALK '•`+' 19 94'`... 0 WHEN !S 1' THEREFORE THE PROPOSED PARISH 19.52' Ry::, ,I: ::57.81' ta/E1cr '-:rr 0 LLARD PARKING SPACES PRIMARILY 55.6' ;,.;, ;.: .:.r;, _ %;. PROP 6"0 THE OTHER USE OR USES SNOT OR ARE ODSIN H CENTER WILL NOT GENERATE A ::. ;:<r: I ..i: .:.: a . ,mot.;.... '; :- (TYP.OF5)BO REVISIONS (REAR YARD) _; 5' OPERATION,THE PLANNING BOARD MAY REDUCE THE GREATER DEMAND FOR PARKING. 19. SEQUENCE AND COORDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. PROPOSED SINGLE-STORY PARISH CENTER ::< APPROXIMATE LIMIT OF CLEARING 0 0 TOTAL PARKING SPACES REQUIRED FOR THAT USE Q 20. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN A NYSDOT AND TOWN OF SOUTHOLD RIGHT-OF-WAY THE 1 ` r " _" m AND GROUND DISTURBANCE WITH THE LEAST REQUIREMENT.°° '' WITH UNFINISHED PARTIAL CELLAR •' APPLICANT/OWNER/DEVELOPER/CONTRACTOR MUST OBTAIN ARIGHT-OF-WAY WORK PERMIT FROM NYSDOT % • •., UNFINISHED PARTIAL CELLAR:2,020 SF ;:i. 1� - ... � : 0 a F_ �` I`. FIRST FLOOR:8,508 SF ' ` ` © Q I THREE HUNDRED FIFTY SQUARE FEET SHALL BE AND TOWN OF SOUTHOLD. } ` `+` 0 214.6' © I CONSIDERED ONE SPACE(TO PROVIDE ROOM FOR 1D'x 20'PARKING STALLS WITH 24.5' ,' ' ` COVERED ENTRY:273 SF N . • • 0 •-ftQ, MINIMUM STALL SIZE §280-78(C) STANDING AREA AND AISLES FOR MANEUVERING).THE MIN.DRIVE AISLE 21. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED 11 ' /; :i, f`.` . FRONT YARD .,i • .: "'," '. "": ( ) f 8'x 20' ACCESSIBLE STRIPED STALL} IMPROVEMENTS SHALL BE RELOCATED AT THE EXPEN r ; alR E ( SE OF THE �. :.. ;' 97.27 a. �„ Q AND THEMINIMUM LENGTH SHALL BE 9BFEET•D APPL!CA.NT/OWNER1DEVELOPER;CONTRACTOR. . . • ... 4023'` . 0 ET > . . . . . . . . . . . . ., 1. • . . • . . . ,`,`,.`,`.`.` O CESSIBLEPARKING: 22. .`.`.`. MARKINGS,ROAD i_�_11 11p, ..... ...............�.............................. .' Qwl- - -mol. �' 14 SPACES C THE PROCESS OF CONSTRUCTIONSHALL BE RESTORED AT THE HE APPLICANTS EXPENSE VE BEEN MOVED AT LEAST THE SAME �� x � G ��. 1�; ,,, i 0 . -'��°`�' � � � ---i � IBC NYS 8'x 19'STALLS PLUS ADJACENT 8'x 19'TRANSFER AREA PROPOSED ACCESSIBLE PARKING: QUALITY AND CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN. THE APPLICANT SHALL BE "+`9` `• `•° ` ` +` ` ` ` `•`+ +`•`.......`.` ` ` RD. -LC� LO ACCESSIBLE PARKING 5 ACCESSIBLE SPACES REQUIRED WHEN 101 TO 150 i 0 �� • • •Ggzyj •.•�• •_•.:j -�-'-Qmol--' T, - t• �� 00 1 1106.1 TOTAL PARKING SPACES PROVIDED 2 SPACES FURTHER RESPONSIBLE TO INSURE THAT, IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE 664 BLUE POINT ROAD, UNIT 3t `.`.`.`.`•• ````` • ` `., 1 STY. @ @ O 1 TOTAL ACCESSIBLE PARKING: MARKINGS, SIGNS AND SIGNALS, ARE MAINTAINED DURING THE ENTIRE PERIOD OF CONSTRUCTION. IF O • \ •`- W +`°`.`. . ��T •` O V) 16SPACES ROUT OLDENT OR UPGRADE IS REQUIRED, SAME MUST BE APPROVED BY THE NYSDOT AND TOWN OF HOLTSVILLE, NEW YORK 11742 ;d- 0 �� (631) 961-0506 L0 __�, �.`����.. E z v MINIMUM AISLE WIDTH §280-78(C) 22 FEET 24.5 FEET 23. ALL ACCESSIBLE PARKING,CURB RAMPS,AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET www.KeyCivilEngineering.com Q N�Q� 4 $ o THE REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESS BILTY,AND ICC/ANSI At 17.1-2009. Z i �I 0 0 0 WW "e PA i UNOBSTRUCTED ACCESS TO AND FROM A STREET PROJECT NAME i o R SHALL BE PROVIDED,SUCH ACCESS SHALL CONSIST 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS V 0 0 0 0 0 i I 0 B. OF AT LEAST TWO TEN-FOOT LANES FOR PARKING ASSOCIATED WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE 0 0 0 0 _ I AREAS WITH 20 SPACES OR MORE.NO ENTRANCE OR CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE ROMAN CATHOLIC CHURCH OF THE SACRED 0 V 0 0 0 51 EXIT FOR ANY OFF-STREET PARKING AREA SHALL BE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO HEART PROPOSED PARISH CENTER 1 STY. ACCESS §280.78(D) LOCATED WITHIN 50 FEET OF ANY STREET COMPLIES THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL 14300 MAIN ROAD IXIDIRT INTERSECTION NOR EXCEED A GRADE OF 6%WITHIN 25 CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF `_ _ _ ' 0 0 W.W. 2 GRAVEL/DIRT DRNE ° FEET OF ANY STREET LINE NOR 10%AT ANY OTHER WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODE. MATTITUCK, NY 11952 WOOD D RD• POINT.ALL POINTS OF INGRESS OR EGRESS SHALL BE 0 0 0 SUS U IT, i APPROPRIATELY SIGNED,UNLESS SUCH SIGNING IS 25. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST O.S.H.A. STANDARDS AND TOWN OF SOUTHOLD, COUNTY OF SUFFOLK Q 0 i 1 CONSIDERED UNNECESSARY BY THE PLANNING REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 CCy Z 2 N�7 of �' 0 0 0 I BOARD. PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE"MEANS AND METHODS"REQUIRED I-o jr 3 I ?$�$�,, 0 0 0 0 mB 0 ALL OPEN PARKING AREAS SHALL BE PROPERLY JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURESTO MEET THE INTENT AND PERFORMANCE CRITERIA OF O.S.H.A., . WELL AS ANY OTHER ENTITY THAT HAS JO w Iii U I IV 0 0 DRAINED WITHIN THE PREMISES.AND ALL SUCH AREAS DRAWING TITLE 0 SHALL BE PROVIDED WITH A DUSTLESS SURFACE, Q O m 0 Q 0 Q 0 � 0 EXCEPT FOR PARKING SPACES ACCESSORY TO A 26. THE TOPS OF EXISTING MANHOLES,INLET STRUCTURES,AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED, t-t,-i N� 0 co IF REQUIRED,TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 0411. 0 DRAINAGE AND ONE-FAMILY OR WTWO-FAMILY RESIDENCE.CURBS,=) FRMAME SITE PLAN GARAGE 1.56 30� 0 0 0 0 0 0 i SURFACING §280 78(E) COMPLY Y WITH STANDARDALKS AND S INAGE N FACILITIES SHALLCOMPLIES 27. IN CASE OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS, IMMEDIATELY NOTIFY THE PROJECT 0 i I ENGINEER IN WRITING OF ANY CONFLICTS. now 0 ORDINANCES,REGULATIONS OR SPECIFICATIONS AND or formerly I ••", I I Douglas I W-1"__ � SHALL BE APPROVED AND CONSTRUCTED UNDER THE HC7US) FAME �`"'�. 28. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE >_ I Andrea er & nOW �� N8g•�$'JrO,,......�_ + 0 0 SUPERVISION OF THE SUPERINTENDENT OF HIGHWAYS MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO ''`•��r. 0 OR HIS AGENT. PROJECT ENGINEER AND OWNER PRIOR TO INITIATING WORK. DATE: 05/03/2L)24 �- ausler Karen°r formerly I E o n Mal COm Son I z 7Jc.45' "' c 0 0 (1)WHEREVER A PARKING AREA OF OVER FIVE SPACES FIMEABUTS OR IS WITHIN 15 FEET OF THE SIDE OR REAR 29. CONTRACTOR SHALL DOCUMENT, WITH PHOTOS, CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO SCALE: 1" =40' ,2 00 0 use: tor. 27 n OW GARAGE 7N 07____ -^- LOT LINE OF A LOT IN ANY RESIDENCE DISTRICT,SAID ENGINEER OF RECORD AT END OF CONSTRUCTION. 0 -C %_ Z� RESIDENCE JOfln°r formerly I noW ASP�LTDR104Y 10. PARKING LOT SHALL BE SCREENED FROM SUCH PROJECT NUMBER: 23200 a- N PUB R-40 I TAX A. BagllV/ I D Or former! ADJOINING LOT BY A SUBSTANTIAL WALL,FENCE OR 30. THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN ON THE PLANS AND SPECIFIED HEREIN.THE PLANS 3 O v I LIC y)rA rER I USE: LOT: 28 Donn Co Y THICK HEDGE APPROVED BY THE PLANNING BOARD. SHOW THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR DRAWING BY: AM C U 20f�ESIDENTjgL Linda Costnzo & GENERALLY,SUCH SCREEN SHALL BE NOT LESS THAN COMPLETE FINISHED WORKING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL I P(fBLC•R-40 USE; RES1AX LOT: 29 TAX anzo FOUR FEET NOR MORE THAN EIGHT FEET IN HEIGHT. MATERIALS AND LABOR AS NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS. CHECKED BY: M P WATER 1 PUBLIC WA ZONE R-40 USE: RE SIDE 0 TER ZONE nAL (2)WHENEVER A PARKING AREA OF OVER FIVE SPACES 31. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC). APPROVED BY: M P R-40 I IS LOCATED ACROSS THE STREET FROM OTHER LAND REFERENCES I ( PUBLIC WA7FR I IN ANY RESIDENCE DISTRICT,IT SHALL BE SCREENED 32. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY REGULATIONS FOR ALTERATION OR ADDITION 70 THIS THIS PLAN REFERENCES: I FROM THE VIEW OF SUCH LAND BY A THICK HEDGE, FENCING IN COMPLIANCE WITH OSHA REQUIREMENTS. SEAL& SIGNATURE: PARKING SPACES DOCUMENT EXCEPT BY A LICENSED WALL OR FENCE,APPROVED BY THE PLANNING BOARD, PROFESSIONAL ENGINEER ISA ADJACENT TO LOTS IN §280-78(K) COMPLIES VIOLATION A SECTION R IS BOUNDARY AND TOPOGRAPHIC SURVEY LOCATED ALONG A LINE DRAWN PARALLEL TO THE 33. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND F• NEW YQ ANY RESIDENCE Q SUB-DIVISION 2,OF THE NEW YORK STREET AND A DISTANCE OF 20 FEET THEREFROM, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE STATE EDUCATION LAW PREPARED BY: DISTRICT � G PILOT AMERICAN ENGINEERING&LAND SURVEYING P.C. SUCH SCREENING TO BE INTERRUPTED ONLY AT PERMITS. (�, �,� '� 1171 OLD COUNTRY ROAD-SUITE 6 POINTS OF INGRESS AND EGRESS.GENERALLY,NO �/3 �P * DRAWING No: PLAINVIEW,NY 11803 GRAPHIC SCALE SUCH SCREENING SHALL BE LESS THAN FOUR FEET t DATED:02/19/2024 40 0 20 40 80 160 NOR MORE THAN SIX FEET IN HEIGHT.THE OPEN AREA * ycf f�., �, w�;o: BETWEEN SUCH SCREENING AND THE STREET SHALL N ' r NOT '(P!•,f EALED Z BE LANDSCAPED IN HARMONY WITH THE LANDSCAPING !;a BUILDING ARCHITECTURAL LAYOUT If � 'I I 0 , PREPARED BY: 111111111= PREVAILING ON NEIGHBORING PROPERTIES FRONTING '':: ` ' • 2 JMN ARCHITECTURE P.C. ON THE SAME STREET.TWO IDENTIFICATION AND . '.i `:;' C-1 406 NORTH COUNTRY ROAD ( IN FEET DIRECTIONAL SIGNS LOCATED ON THE STREET SIDE OF �„ ; A� U815 Q�Qv SAINT JAMES,NY 11780 1 inch = 40 ft. SUCH SCREENING SHALL BE PERMITTED;HOWEVER, ," OFE DATED:04/03/2024 THEY SHALL NOT EXCEED AN AREA OF THREE SQUARE Know what's below. FEET EACH. Call before you dig. VICINITY MAP BACKGROUND DATA PROVIDED BY MAPS.GOOGLE.COM - - 72-4480 MARL RICOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 1 OF 14 Y:\Key CivMProjects\2023\23200 JMN Architecture...14300 Main Road..MattituckMrawingsVey Ciwf,23200.2025.08.19_.SPP11_SPDES_RPZ3.dwg s� SITE REMOVAL NOTES /3. t 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. 'p LEGEND ; 2. THE CONTRACTOR SHALL ENSURE ANY EXISTING ASBESTOS CONTAINING MATERIALS ARE REMOVED FROM SUBJECT EXISTING ITEM REMOVAL PREMISES PRIOR TO REMOVAL ACTIVITIES AND SHALL PERFORM ALL AGENCY NOTIFICATIONS AS REQUIRED. �p� r � 14 PROPERTY LINE 3. EXCAVATION SHALL BE PROPERLY BACKFILLED WITH CLEAN,SUITABLE MATERIAL.THE CONTRACTOR SHALL REFER TO q�W, BUILDING THE GEOTECHNICAL REPORT OR CONSULT WITH THE GEOTECHNICAL ENGINEER FOR INSPECTION AND CERTIFICATION. W WATER SERVICE 4. THE CONTRACTOR SHALL INSTALL TEMPORARY PROTECTIVE FENCE IN ACCORDANCE WITH FEDERAL,STATE,COUNTY ` �121 AND LOCAL CODES AND REGULATIONS AT LOCATIONS WHERE HAZARDOUS CONDITIONS EXIST AS A RESULT OF 260 as E ELECTRIC SERVICE E REMOVAL ACTIVITIES. It G GAS SERVICE 5. THE UTILITY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS,ABOVEGROUND STRUCTURES r� ro •' ____ TELECOMMUNICATIONS THAT WERE VISIBLE AND ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY. k" + T THE FEASIBILITY OF ALL UTILITIES DRAINAGE,SEWER,WATER,GAS,ELECTRIC,PHONE,CABLE,ETC. AND/OR SERVICE ( ) �_� or .�� R17' UNDERGROUND STRUCTURES TO BE REMOVED OR RELOCATED HAS NOT BEEN CONFIRMED WITH THE GOVERNING MITUCK -'" {tffolkrAv e i 1{ LIN 5Im— �' FENCE AGENCIES AND MUST BE REVIEWED FURTHER PRIOR TO PREPARATION OF CONSTRUCTION DOCUMENTS. rk, WALL 6. PRIOR TO STARTING ANY DEMOLITION,THE CONTRACTOR IS RESPONSIBLE FOR/TO: mutt DOUBLE YEl10W (66' `L 6g Dg is I �N11D1HVARIESI l WETLANDS UTILITY POLE a. ENSURE COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. BOUNDARY PROPOSED SAWCUT WHILE UN 141.87 .. o PST. b. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. AND LIMIT OF ASPHALT ,00"E f_c0 .2g 5� E CONC.wP1W �- 1 LIGHT POLE c. PROTECTING AND MAINTAINING IN OPERATION,ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURINGr, , REPLACEMENT(TYP.) 7 TJ•11 t`171 wµ•m 00 ALL DEMOLITION ACTIVITIES. . o Ora d. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING"OFF-PEAK"HOURS OR ON WEEKENDS AS MAY SIGN 87' •' P�D GRASS BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. J=A• f h FIRE HYDRANT e. A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL a ' C.W .'••`m=� p I ow WATER VALVE APPLICABLE LOCAL,STATE,AND FEDERAL ENVIRONMENTAL REGULATIONS.ANY/ALL CONTAMINANTS SHALL BE = ,.. . h7 i9 r • C) GRASS \ S REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL,STATE, Ma data�J202A Terms Re ort a ma error YEW HL <y\ (� INLET AND LOCAL REGULATIONS.ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL,SOILS,ASBESTOS, P P s� ORD. ROOF DRAIN OR OTHER HAN REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE ENVIRONMENTAL VICINITY MAP I \\ CROSSSTATUE (' SANITARY MANHOLE N.T.S. Q \ \ l COVER 8. IN THE ABSENCE OF SPECIFICATIONS,THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES,DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS,FOOTINGS,AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN o• ' --- �� \ I II I I MO. CLEAN-OUT ACCORDANCE WITH DIRECTION BY THE STRUCTURAL OR GEO-TECHNICAL ENGINEER. PROJECT DATA E IL 651 L` 3 CONC.WALK TELECOM MANHOLE a ( TO APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART O -- ORA 9 COVER 9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS,STREETS, LO rns A.C. RD.o SIDEWALKS,WALKWAYS,AND OTHER ADJACENT FACILITIES. 27$35 MAIN ROAD �` \ \ t CONC.W" �j O TREE Q P.O.BOX 926 �CeNE ALK SAWCUT LINE ——————— 10. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT CUTCHOGUE,NY 11935 \ R•D r _ s S WRITTEN PERMISSION OF THE OWNER,AND/OR APPROPRIATE GOVERNMENT AGENCY. TAX MAP NUMBER..........•.......... Dist.1000.Sect.114,Block 11,Lot 1 r PROPOSED LIMIT OF 0 LIMIT OF CLEARING AND _ f CLEARING AND GRADE \ I b 6 EXISTING ' —L�— SITE AREA,................................. 242,298.52 SF(5.5624 Acres) GRADE DISTURBANCE 11. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN DISTURBANCE GRA ONE STORY g O � I I ACCORDANCE WITH FEDERAL,STATE,AND/OR LOCAL STANDARDS.AFTER THE DEMOLITION IS COMPLETE,ADJACENT CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE RO > W fCHU CH I ( ) _ STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION ' PROPOSED LIMIT OF L c s OPERATIONS.THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR"PRE-DEMOLITION" CURRENT USE.......................... CHURCH OUR LADY OF GOOD CONDITION. PROPOSED USE......................... PARISH CENTER > I WOODED AREA TO BE \ CONC.W COUNSEL R.C. CHURCH' Ra.R. REMOVED g ac. GRASS 12. THE CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A EXISTING FOOTPRINT............... 8,567 SF MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) 13. THIS PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED.IT IS NOT COVERED ENTRY:273 SF aecrRlc N QO I pi ' I —�` I GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF R.D. F-- ,mac. — INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH z I FEDERAL,STATE,LOCAL,AND JURISDICTIONAL REQUIREMENTS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF 00 3 EXISTING � OSHA AND/OR OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. TOTAL...................................................10,528 SF Jm �U ENr x= w o ASPHALT PARKING Q a Z in o ' a• 14. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE.ALL DEMOLITION WASTES AND DEBRIS(SOLID WASTE)SHALL BE N y Co R t. DISPOSED OF IN ACCORDANCE WITH ALL TOWN,COUNTY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES. � I _ I V) I ��� �— Co NC.wwx 15. IN ACCORDANCE WITH STATE LAW,THE CONTRACTOR SHALL BE REQUIRED TO CALL THE BOARD OF PUBLIC UTILITIES OR s l CALL DAMAGE PROTECTION SYSTEMS FOR UTILITY MARK OUT IN ADVANCE OF ANY EXCAVATION. w B I Q a d I I 16. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES.ALL i ' W G W II Q p DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. p PROPOSED SAWCUT I t9 GAD >,A AND LIMIT OF ASPHALT ® I z 17. ALL DEMOLITION DEBRIS TO BE REMOVED BY CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. REPLACEMENT N I v 18. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN DEMOLITION PERMIT AND NECESSARY UTILITY DISCONNECTS. 11 08/19/25 AD ISSUED FOR BID E ��1� LL L_ 3 I ® I I 10 07/08/25 AD REV.PER TOWN AND NYSDOT COMMENTS v w�K I I J G� I SS I 9 04/11/25 AD REV.PER TOWN AND NY L.. I SDOT COMMENTS � I O I 8 I I I BRK.PINT. U R � 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 O I PROPOSED CONCRETE C WALK REPLACEMENT ' 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01l24f25 v I I I I �--- i � I I z 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT I I I S I Y I Fes. •• REV.PER UPDATED ELECTRIC AND RPZ WATER EXISTING LIGHT POLE I 5 12/06/24 AD SERVICE LOCATIONS AND ASSOCIATED I 4 11/22/24 AM REV.PER UPDATED ELECTRIC AND TELECOM cc n ELECTRIC SERVICE TO ��• � _ �_tn.� ars SERVICE LOCATIONS BE REMOVED - � ors 3 10/02/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND ' F.ia� EXISTING TREE TO Q a I SCDHS COMMENTS DATED 10/02/24 > PROPOSED LIMIT OF Q BE REMOVED(TYP.) 2 07/19/24 AM ISSUED TO TOWN } o WOODED AREA TO BE � ccmm, � I 1 05l14/24 DID REV.PER CLIENT COMMENTS C> REMOVED Q > d Go 0 Q� NO. DATE BY DESCRIPTION —Lccu O 0 REVISIONS e ° ° SO Q J PROPOSED LIMIT OF I ` CLEARING AND GRADE QI Q Q DISTURBANCE 11 ,0 3 � , sly. 7 %10)WT11 2K � OI 664 BLUE POINT ROAD, UNIT B HOLTSVILLE, NEW YORK 11742 c. �!! (6311961-0506 t — D8® 22P• www.KeyCivilEngineering.com zi © Q VWX Pq PROJECT NAME 1 00 0 0 d� B a i I ROMAN CATHOLIC CHURCH OF THE SACRED HEART PROPOSED 14300 �PRAORIDSH CENTER Q Q 0 Ww 1 EXISTING MATTITUCK, NY 11952 FF27.B7 T, GRAVEL/DIRT DRNE Q Q .WOOD ❑ I' TOWN OF SOUTHOLD, COUNTY OF SUFFOLK Q ` mr DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 STEPS U ITS Of I o i LIj2S'5�,,� d m� DRAWING TITLE a w Lei m �a SITE REMOVALS PLAN GARAGE � a a now •3�' q al I or formerly I I oUgj DATE: 05iO3/2024 I DAndas Hausler & I nory low�q3 L Andr E N89•sg�50„W : ea Hausler SCALE: 1,==40' or for E (D Karen Malc msron 275.45' �+ a USE X LOT: 27 now or ca�'Ra E PRy7�fDc V PROJECT NUMBER: 23200 o` -� •� 20N ESIDENCE hn formerly I no ASPI-G4LT pRA'EWAY Jo DRAWING BY: AM 3 �-C PUBLIC Wq R i TAX LOT• 28 A' Baglivi I Donn or forrnerl USE. Lind COstanzo & CHECKED BY: MP o p v I RESIDEN c -, U I PUBLIZONC R-40AL USE: RESIDX LOT: 29 TAXa Costanzo WATER I ENVA USE. LOT• 30 APPROVED BY: MP PUBLIC WAR E:R-4o P ZON ESID ENDTIAL I E•R` ALTERATION OR ADDITION TO THIS UBLIC WATER I i SEAL& SIGNATURE: DOCUMENT�XCEPTBALICENSED CENS DF Y Qji• It�E w (� VIOLATION OF SECTION 7209, � TTp�'� SUB-DIVISION EDUCATION OATIONLF THE WYORK cj PILO STATE GRAPHIC SCALED DRAWING No: 40 0 20 40 80 160 k 111 W NOT P � y \ r7i '; � .ACED a Cb I; IN FEET o 5 C- .. 81 �P 1 inch - 40 ft. "- &OFE Know what's below. Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE NO: NEW YORK STATE PROFESSIONAL ENGINEER #081558 2 OF 14 Y.\Key Civi1\Pr0jects\2023123200 JMN Architecture._14300 Main Road._Mattituck\Drawings\Key CiviI\23200..2025.08.19_SPP11._SPDES_RPZ3.dwg � � — U ,,,"x I* o — , 11�� ..v`0 , -.1 ":� 0 ,, :11� �� � , LANDSCAPE NOTES // '', .. � . E / *' '� '. �-', ," ;.I�, �� . � �, �� ,��' �,.STT " . .� .11.�11 ''I", ��,_ ,,,,, .. x��� t - ��. % " , ///1' , - . I - 1_. \ 1. THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING,FINISHED GRADING,SOIL PREPARATION, � I ., �1 � �00, ;i, r_1 11 , I 1-1 _�/ __ 1%�I.. . `1 / , PERMANENT SEEDING OR SODDING,PLANTING AND MULCHING INCLUDING ALL LABOR,MATERIALS,TOOLS AND EQUIPMENT . 11 I 1�1 I 1�� '__1 � 0 , . *_� NECESSARY FOR THE COMPLETION OF THIS PROJECT,UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. o. I'll . + 1_� I /11011 I ,. .11, , , % � %-% '___ r I "i �1 , ,/ 2. EXISTING VEGETATION SHALL BE RETAINED UNLESS SPECIFIED ELSEWHERE ON THIS PLAN. *� � I :� 111��b ,,,I . ,��p Q;�N�- *_� ___ __� 0 �RA �- 1 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN.A TREE PROTECTION ZONE v , . *-. I 1. A %, ,. . (1) " %.. -_ 8 g 15i I SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, � ,:-�, <>,. . *%� _1\ ... 1<1 �,", ,q'i,�7_1, - I'll, '111 16 I - I..... - .. * %%. - - \ _j 410. /.� ",�, /, ,�-* - ,- WHICHEVER IS GREATER.LOCAL STANDARDS MAY REQUIRE THAT A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. .1111, - - � 1_. � BRK. � I I � ,a ,'� � %%. _ /" -\ -.1 . ,>,'5�- 0, .1 . . / ,�\ _; *,-. 4. AT NO TIME SHALL MACHINERY,DEBRIS,FALLEN TREES OR OTHER MATERIALS BE PLACED,STOCKPILED OR LEFT STANDING IN ,��),. . * x I I "A _j 0 ) " .. I r_1 , 3 IVR \�� __ THE TREE PROTECTION ZONE, I 1�6'11:, i !; \ PLNTR. I;z � �',',�,, 25 . - %*� � _`,�,' I � ..... . " \ 11 n ,:� .. I( 3 ILGB \ 1 5. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE"AMERICAN STANDARD FOR NURSERY STOCK". :i:i i%: - I 1_� /✓/0. ,warrat004 \ , '. .. 6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES(6")ABOVE THE "', :F..:�:: .. � 1 PV : 6_r'111 � I I ,\ /,// _ . .,:�:, :. T 'X\ %:::. � 11 \ � :: p 11 . . 1 AME 11 J, (-N \ ��(�� I NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH(4')CALIPER SIZE. "� - t�,Z--, .:::.:. ond' - �, 102;1_1 I -� ** .11 �ZF 1�41 -,", 116, !�� � I * * * 11 0 1 x x 7. CONTRACTOR SHALL PROVIDE A SIX INCH(6-)THICK MINIMUM LAYER OF TOPSOIL,OR AS DIRECTED BY THE LOCAL ORDINANCE 0 .,x � . . . * 6 ILGB— 1. 11� — \ ) F I I ,ft f _141X A-, .... �',ell", I 1� \ , .;, :..:,. /...q � 1��h ____ wa OR CLIENT,IN ALL PLANTING AREAS.TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO w 11 3 IVR l\ql 5'� �.:::: W. 1, .. , .:: i / -____1 \ . F ACHIEVE THE DESIRED COMPACTED THICKNESS. Y, '\�, - 11 .1. __11 8. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY,THE PROPOSED LANDSCAPE,AS SHOWN ON THE APPROVED "IR - �11.. ,�,�.�...... 11; � _ .S. - Na ,I uck ' , * � * � —"\ // I ( O ) \ � I \\ i 1 4 1_ r- fryry + � 1\ 0 ) \ I I tiqg ,�', Skiffolk,fAve I __1 . * . . ( 0 P—_==Z� 0 ) \1 I \ I/ � - I . 1 93S. LANDSCAPE PLAN,MUST BE INSTALLED,INSPECTED AND APPROVED BY THE APPROVING AGENCY.THE APPROVING AGENCY v - I i �p 04 tl_- Il _j � \� ,/ \ I - %-._� C... . SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES,SHRUBS, ' e €I �,�Dr_,,"I , — ,/ __1 < E.A. I "4p,t4evvSU1fO1VN"`i '' 0 W 'I � - VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS;PLANTING \1 p"'kIES) 6, WETLANDS I-— �� * . + �/ � � I � <i � �S, , . , 1\1 I \ � S. BOUNDARY . / __q . . * 0 ) I--,' :�_: . I 8.a.PLANTS: MARCH 15 TO DECEMBER 15 . V!Ii � -___1\ - - ,\ � / T 11 I \\ I / \ r", I . - / \ C.C. .... CDI 8b.LAWN: MARCH 15 TO JUNE 15 OR SEPT.1 TO DECEMBER 1 1 .* = il, . I : . z 11 :: I - f> PROPOSED SODDED . . I, 0 ) ( (D )\ ( 6 ILUID I 8.c.TREES OCTOBER 1 TO DECEMBER I AND MARCH 1 TO MAY 31 1...I "I, �,; � " 11 AREA(TYP.) * V� &I ) , 1 CS / ,_ ___"11 ''I I ! ��, (� i- ___� .�/ %__-- -- 1 ors "�� � __- 3 COPR I _�______ ______ ._._1_... I . . I I- PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT '. I 0 �I . 3 PV 2 RAGL ,,.,.., ,,,----, .EFFt — � _11'� . OT TP — TP 'b' v n 1- I , . X_N� I •� 71 ----�;-- \ T / � I TP - TP THE MUNICIPALITY'S DISCRETION.CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS, "k. ,-%, coI t! I'). - . _ . - v . . . . � I I ", 6 ILGB PROP. SEASONAL ANNUALS' 0 � * //_ - � 9. THERE SHALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY LANDSCAPE ARCHITECT AND/OR STAFF OF THE LOCAL 0", q� , co F II,I, /i'\- -ij I PROPOSED S rcr), rfr), I "I �� e i.111, -43 - 13 IVR � '_ - - - . . ---7- / , q; -(� . 1, 'n , ," I . � _-� \,�__-/,, -___, - , I ... , AREA(... .) . . � � � - � rcr,)" -0 , MUNICIPALITY. .0 1!v .......I ,�.e . ",�, c-1-=111 -U-Y- , . 4 __1� -111 - � , + �l,, , - - - 910� I ::: .. . 1 AROG -, � . ,C-1 , . " , ro;, ro-),_ `\1 " " "V., . � q;_0 10. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL __�� T UN � Map data @2024 Terms , Report a map error . __ _. _ 11 . o 1% I ,-- "!,,,�_,"" - ", , � I 11 'i .. '_'j . �c� � 1\ -,-�,-. V ,,-�'," �� �-- "� . rcr., 0 I BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL I * ,,�- ,- 1, -.4 I/ ..... ,,� , lcoj MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED.WATERING SHALL CONTINUE ROUTINELY AT LEAST UNTIL - - -S`� ,;,,�s�� . 1,\, I . 7 AGA : . .'e"'f_. . ;--.-, -,"':, 6 %�) . /, "_ '\ !`I`6 " // I I 9 4 RAGL I I ,� \ I ,,/"; �- - � � �,,,, � "', \, ", 5 . �11 � ; I I', I .. �(2. ( e6,W I'm I, \ 1* . 1 � � "I . - I � PLANTS ARE ESTABLISHED. VICINITY MAP J 'I, I . i �4,� -1 . � . /, n , * � " "', , / I- k 11. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE(1)YEAR FROM APPROVAL OF LANDSCAPE N.T.S. � . + � I � � , . rcr�l . .." PROP. SEASONAL ANNUALS 0 , , . , .Z-_-:�N + ---*---.* * * . - - . . . � PROPOSED li�o _ � INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN () III . 11 A 1,70 . II C� . Ill _\ I , - , �� PROTECTION FENCE(TYP.) \ I PERCENT(10%)OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE I COPR 4 RAGIL 6 IVR !I Ill* I �;� * , , I,> C) . "I 111.1 - - - � . . �, �1' .1 " GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED PROJECT DATA C) 11 COPR RAGL 1 COPR . - -- : I 10, , " I- , I - REPRESENTATIVE. � . . + * * . . , � __ - 0 % 12. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION �:: * — T . . . ' PROPOSED SOD I� -r.11 D APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART � , . ' 5 ILG13 ) ? r< 27835 MAIN ROAD ( � . - . 1, ii:: I * . . ./� * AREA(TYP.) . * � ' � * � * � * � * � * . * ,-- 0!d) L, OF ANY LANDSCAPE MATERIAL.UTILITY COMPANIES SHALL BE CONTACTED THREE(3)DAYS PRIOR TO THE BEGINNING OF WORK. I . :: i::� 44 :.. .i::� - . . . * . . . . � . . . I _r P,O.BOX 926 .... :;.� 1. 19 11 . '(jy . .i � T . � . *i� ! . . 3 JV __� row 61), 13. CONTRACTOR SHALL ENSURE THAT THE PROPOSED TREES ARE NOT PLANTED ON TOP OF UNDERGROUND PIPES AND ACHIEVE � !I".< .�:. ., . ,.: . . * . . + . . � ..... , : (�;p MAXIMUM SEPARATION POSSIBLE. � q . "I :::!1 . _\1 CUTCHOGUE,NY 11935 .. - _. , 1. �:i: : . . - � ;. . �: :� , i I �_� 1 n. WTI ro. � _�_ ::!:I:: 199 . A � . * , ::.i: . I , �� 14. CONTRACTOR SHALL PROVIDE AN AUTOMATIC IRRIGATION SYSTEM FOR ALL LANDSCAPE AND LAWN AREAS.THE SYSTEM TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 / ..: � 57.81'_ , I;%. ��i�: , i�.�i : , . 1 ,:I _ C<rx ! 19 52 .i. I . 'r .:: : I . - � :::::. -4""�. I- �".. (<)'), ,:;10 SHALL MEET ALL CODE REQUIREMENTS. � ::.1: . ;- nz�l .I I k � y�,; �:% ", j � . .�, .::�. . � ���f� :�: ...�. I v qw rcr�l I ,,, " , APPROXIMATE LIMIT OF _1�1 .. �%% ;" .. I I SITE AREA.................................. 242,298.52 SF(5.5624 Acres) � � - " , ,- I,- I : � iliil: A , i . . . "I" I I�w ;�� ": I v i I ... : ,� : ?I ��, AGA : x 11 :,,�,I. - ,1 ENIEXT-::: : 11 I, " ,,,, I : , " �,., ::!:i F � , .1.1. I � -JO. 1-1 � . . ,:_ " . I . ��%�� '_� . .:::::: : .. . ::.�: .::: � .: . i�% .. �. . . i . "I CLEARING AND GRADE . :::: .: - %. ��,!.' _ .:: � ,:::� .. . 2 PV *::: �n _', . . :::� ��� 'n � ::: , � � ".:. . , . : � :�::::: :� � I : f� , A 1:*17 AGA, ': , : �:I��: i: : .:::�. . : . ': . :i b �10 CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) ::.: .:.: �. .: :-,� . ; , I. .1... I'll - . I� :.:::. :. :. .. . .. :.�:� �.:i. � It \ DISTURBANCE:: ; :� - I - .. I... *** . ..i :, ,, :. .. .::� :' I , . ::;::. �; . ". I I : I .,. :?�. �� . I * . ��.�,.' 24 I LGB�' � � I . �: I I % I ,��:- D CURRENT USE........................... CHURCH �, . ... 21 ILGB :. �:;:I::: :-::' . , . � , " r(,rl\l rcc . . i . I / --i I . ... , I SOD SPECIFICATIONS ... .- .. � .. , ,'',ter!:. 1:111. , I 5 KL 'r, 1_1, I _U � . �� .. . .I.,: ,. . I., ::,,, .. .:: �:I: , .,,,,, " luo PROPOSED USE......................... PARISH CENTER ii !:::1 .� . ; �.: , 11� :� ,,, . ,..-::::� ::� . .. ::::,i : :. .::%: .. 10 IVR ;... � . . .. .: I . � � I � ::::� :% �.�*. I �x :i :� � :: § I : :�. . .. .... ... . I i: � ���,� :n � �n 35 IVR:I: : ,!.: :�:: I � �:.i� I � : : . \ `�;_o 1�, I 1.PRIOR TO SODDING,MIX TOP 4"LAYER OF TOPSOIL WITH FERTILIZER AND LIME. 10-20-10 � ,.. 1 . I .� jj� �� 11 ,,,I ...... ..;. 4 I ::�:I �1: . .. . .. :., \ �.� r.6 :1� ,-,; " rcrx __ ....I. !::n 1: :: �.�:: � � ` i '. '.. � �, ...... PROPOSED SINGLE-STORY PARISH 11:.. :::. :: : :I:! :1. . � ,;: EXISTING FOOTPRINT............... 8,567 SF UD .� : 5 KIL - �,,.�.... �:.,. ��_ ,j . ::: L ... "I" f> . ?_: ... ., . _ rCr), �;� I / FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 1 1 POUNDS PER 1,000 I - - : ;: :�:::: 11 i I., �.::. .:%. ::� L� I � :, .:::�.. . : � !�. ..:��.� ,:�!� ,� ... . � : � � - ,`,��, � .. .1. . ::��.. , .A, ,.� :�:,*:i:,, !: � I � . .. .I iij)IIIIII. , �� rcr S.F. LIME SHALL BE APPLIED IN ACCORDANCE WITH THE FOLLOWING CHART: PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) 1: :::* . F.i. . . � o : �, , n- j ,_I;� . :...�.I I .. i... .� . :.:,.: "O', CENTER WITH UNFINISHED PARTIAL :_,� �. . . . . . .*: !]�:! >< I,'�,I..... - COVERED ENTRY:273 SF - .:::::�: ::��': �, ,, :i. - :. .. 1.11� �i,..; .. I �\\ rcr;i, . : . ".... .... . ... .. . I. . . , , * X ". oi. . . .i�:�. !I: . . I (. �I i. . .d ..: : :�. .:??� Y.'I ::il!:: " :.. ..I. '. �, 1�zo qw 1�;p SOIL TEXTURE TONS/ACRE LBS/1,000 S.F.:111v. I �:..�:. � ,,, ::�:11 ii " 4.1- ! I 1.1-11-11 ii:�:� .1 :�:!�: ii : .: � � -15; )�,P- � �-_� :�!._ 1... :.... . :�,. I , " i . I - 4 ) * ii.i :::::� . �:! . . . CELLAR ; i:� :,:,. � I I'll", _---- _� ,�, � _0��__ rcrx GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF I I i i : :1 ii::: . . "� p I : ,<_0-1 " .. �::::� UNFINISHED PARTIAL CELLAR: �� �i 'i., ..: :1 ..: : I. " r�� C CLAY,CLAY LOAM,AND HIGH ORGANIC SOIL ii%! :; ::. �: I :::: . " " 3 135 7-1 ` F�. : . .� 1��: :� :� ::: z I, ,� _r)I <1� �; ,::: ;:: : : � .. - . , n, .i . .. .:!. , . . ,�,_: /-, � �. :.:�;. .. . . � I (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF LLI � . ... . ;: . ..i . I . I .. :�:�� .. : 1 :.:... .. ... ::*: :::::. W I . .. ,�,o ,I \ . * �!��:11: ::. :%:i �;:. *. ,,��: :1 ,n� 2,020 SF :�:: ��. .... .:� :::, :: _� � I .-I'_ / / C'V/ � ('V rcrx I I �.6 1: .....� .. . . : � .... ..:- ... i 1, . I,"nay; SANDY LOAM,LOAM,SILT LOAM 2 90 TOTAL...................................................10,528 SF .-i. . .. �� .. I :1 :�:: . . . . . 1, _j \_.) LOAMY SAND,SAND 1 45 � . . . :�:1 ..�� FIRST FLOOR:8,508 SF ,: �; : �:: :;. .� . I *: . I _i: 1, ... ;/ 1�_w .rC01 . :k: I � . I - . I , I * . :�:: ." , I �.:, � . .. .�:i. �. I I I!, 12 JV; FINAL LOCATION TO BED. ... .,:. � . . _; .::7��.ii �.i. : 1 . � . ..I .. : I : * .�;: . ... 4 �. . . . . � *** �, ... ... ::. :. nil . . . �, ": � -: ..: 11 .. I . COVERED ENTRY:273 SF %i .i iii, .:., �� ... i.1 ::9 I-. I I � I " i..4 � . tl Z,I � I I I . ::11.1 .:: �:i� ..... � ,0/ �v � I I �.: .: .. ��:I .1. �,�.. .11 . �.....I. . : . '. I... " I 11., ! . * 1.0 �., �1. :il, ,.. , ,n: :.. :���: � '. (TI * IN FIELD TO PROVIDE OPTIMAL SCREENING "'� ABOVE APPLICATION RATES FOR FERTILIZER AND LIME ARE STANDARD RATES AND SHALL BE , I '.�. . . � . . . . � .%. 1 , .:�, ::: . n�' . . 1 , , " , , . 1. . .. . . ... . i � I,,-" , . . . . : .: I ", ...: 1..T ..: ... . i I :111IIi �:.`� .. .i � ;. . � 11 . . . ro�ll \j .. . .... ..i:.� 1: � . .. I . . - .. . . i �.i , _ - � :::�� �, � :,�� �,,, , I *. *. '* �*.ii.*. ii�:: i.�:::: �, � :, �P., . , ::: �:... , � . .::.: ... �_ . .., : . 1. �: . .. ---, , :�. E�:;:: .:�i% �::, .�.::: � I I :.::: : .n 1,��:: ::::: - .. . . FOR EXISTING RESIDENCE. K-r), ADJUSTED BASED ON SITE SPECIFIC SOIL TESTS. I , :1: � ..�:: . .1 I. . '. :::;:- i �._ . � i I : .:� . q; .1.� �...:::. :::-i i .. * :, ::� .I. �: - A � .: :� " I ::.: . :_ 1 .: IF.F. EL. 25.001 : I : ,:::: .,�, � .. . . � � . . i�i::: :i:::i: . : . . i... :::: " 6 , .... ���. :::, .. .. . I 6, . . :::.: :. ... " v- .i _: ..:. ..�� 01� llj!:� :�:�� - .. Ole -0 --,ro rcl), I . . . 1, A ... . ::. . _U ... ...... : . I I ::��. � �.'�.: �:::.: ;:�.. . , . " : , *�.*.� �n � ::. :I- 1".. � . :11. ..... - i;:i.� � ,:%. ::.. . ."'j. I .. r), . . *�.: I.:: � . . . . I �i * :::i . � , , (,( i::. I - .i.. . .:.. :: I* :: , ii>. . : �0 �, ....�. .,:,::. . . - .. :1 �. i�i� n. 11 .1 � : ,, 'if,;; . ...... � . .1�... .�.'�. : .... _ .. ,. . , ." I - T 'I ... ....... 97.27':� � .:. :. , h 2.TOPSOIL SHALL BE TILLED,FINE GRADED,AND RAKED FREE OF ALL DEBRIS LARGER THAN I N � I I . .� .� 1:1 . 1 ,*� 1:i: ::. I., - _\1 � , . . . .:: :. :., ., � _� .. - . ,:,. ]� . , I * ... .. �:: :�':: . " . CO. 0 . . � � ,: " I ::::. �::::: .%: 40.23' , DIAMETER. ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE APPROVED GRADING PLAN. :( 1�� . � . . . . . � . . . . * ,: ,1 I I � 1 . I li;p / ,�w � I . . . . y . , . . . / I,- 2- I - . .- I I , . . . - . . . 11 � �1 , / . y . . . . . . . + . . . . . . . . . . . . . . . I I *, 0 3.SOD SHALL BE"CERTIFIED SOD"OR OTHER HIGH QUALITY CULTIVATED SOD. ONLY MOIST, �, � 1___1 . . y . . + . y . y . . � . y y . . . . . . . . � . . . y . . . . y . . . "I"�1�111".111,.' .1. — 1 di qi — — di — di — -- di — di FRESH,UNHEATED SOD SHALL BE USED. IT SHALL BE FREE OF WEEDS AND UNDESIRABLE " i I'll * . . . . . * * . . * * . . . . . . . . . . . . . + y * . . . . * . . * - 11 - _:,?�_031- — -03 - — GDD- 0001- — GYM -071- —�__ I,-11 - . . . . . . . * * . . * * . � � * . . . . . * * � . . . . . ,. " �4, 11 ,, I- — - _ _ � COARSE WEEDY GRASSES. IT SHALL BE UNIFORM IN THICKNESS,APPROXIMATELY 5/8 INCH, �__/ * 4, . . y * "I'll, , I., .11", . . + . I n ." .. -1. . ,-�,,, w PLUS OR MINUS 1/4 INCH,AT TIME OF CUTTING(EXCLUDING TOP GROWTH). SOD SHOULD BE 11 08119/25 AD ISSUED FORBID .- , �.I .� �w 1\ . * . . . . � . . . . . * * . . . . �I 1;� 0 , " 0 1 * � " I , , QU A..- ". I " VIGOROUS AND DENSE AND BE ABLE TO RETAIN ITS OWN SHAPE AND WEIGHT WHEN SUSPENDED rcr), ,, �g,,,K� � I , ,d — -LCGD- — -LCGD- — -LCGD-I I 1, '0--x luo + * * . � 0- -. - - - /_0* * * � * * . . * * . * . . * . . . '.,,`,._n I,,� ,.,� "r 1, ��,.�� 1, I �D VERTICALLY WITH A FIRM GRASP FROM THE UPPER 10 PERCENT OF THE STRIP. BROKEN PADS OR 10 07/08/25 AD REV.PER TOWN AND NYSDOT COMMENTS )� . . .I * )* . . . I I.....� -1) 4_1 . , � � ;�, _:', - — --wo-I- -(103'1- — __1R. R.D. TORN AND UNEVEN ENDS WILL NOT BE ACCEPTABLE. - I-4 _1�. . . I 1�1��,� TP P — TP I TP — TP — 1200 GAL, 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS . . . .�—. �>��. . . + . . . . - � . - I /'/ / ,�14, � * . . � [3 . y TP TP �, SEPTIC TANK 4.FOR DROUGHT PRONE SITES,A SOD OF TURF-TYPE TALL FESCUE AND BLUEGRASS SHALL BE USED . . * * . . * + . PROPOSED HYDRO ----/ TY. S8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 � * w * * . . * � SEEDED AREA(TYP.) . / 1 S S II INSTEAD OF STRAIGHT BLUEGRASS SOD, * . * . * * * . . . + . . . . * 0 % F rcr�l rcrx / C.O. 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 — A-r.Nl . . . . I . * .\� � 101 . . . . . . . `�;o ��D. — — — -7' D. (S-)) 8'Ox 1 21.P. I � ` 5.SOD SHALL BE HARVESTED,DELIVERED,AND INSTALLED WITHIN A PERIOD OF 36 HOURS OR LESS .I q;p rcr;`1 11 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT I `_C� I * * . . . . . * . . y . . * . + . � * * . � . . W � . �Il-LeGI11' I�w 1�w �- 0 DURING SUMMER MONTHS. REV.PER UPDATED ELECTRIC AND RPZ WATER 1 6 . . . . . . . . . . . . T IC/11- 14- / 5 12106/24 AD SERVICE LOCATIONS rcr-11 IT-_ !",� . I � . 6.SOD STRIPS SHOULD BE LAID ON THE CONTOUR,NEVER UP AND DOWN THE SLOPE,STARTING AT -\ C(TX V) . r- REV.PER UPDATED ELECTRIC AND TELECOM _rx �* _* .* %ICN U �_ L,Lj ,/ THE BOTTOM OF THE SLOPE AND WORKING UP. DURING PERIODS OF HIGH TEMPERATURE, 4 11/22/24 Am SERVICE LOCATIONS r( � *-Z * i * - * q;o rcrx L� C-) LIGHTLY IRRIGATE THE SOIL PRIOR TO INSTALLING THE SOD. PLACE SOD WITH SNUG,EVEN qw LID-W �� ,:.-:; /L,- 51 C/') = ;:? 1�;o _Tp� �i�: — Lj,j I I / 3 10/02/24 AM I REV.PER TOWN COMMENTS DATED 09111/24 AND \ 4 I- C-,4 LnI JOINTS THAT ARE STAGGERED. ROLL OR TAMP SOD IMMEDIATELY FOLLOWING INSTALLATION TO SCDHS COMMENTS DATED 10/02/24 — I / (n __� ____1 rcr.11 ro_x rcr�l rcr.\ __Q /C-) ENSURE SOLID CONTACT OF ROOT MAT WITH SOIL SURFACE. 2 07119/24 AM ISSUED TO TOWN ro_x wx Ge:� 5-< � FJ5 = = I \ I 1 .4 rcr>l �� \ I�w q0' C::) L1_j LLJ CD C) (--) �� A. � 0 1-1 r-/C�) C)f PA ,� I C.D 7.ON SLOPES THAT ARE STEEPER THAN 3:1,SECURE SOD TO SURFACE SOIL WITH WOOD PEGS, 1 05/14/24 DD REV.PER CLIENT COMMENTS 1�� ":P, CD r0_;11 "11-\ / CN 6 Ci- WIRE STAPLES,BIODEGRADABLE PLASTIC SPIKES,OR SPLIT SHINGLES(8 TO 10 INCHES LONG BY - ro'), rcrx L_ . I I -,, rcr;l co-;,, r<)_.�, 11-1 rcrl�l 1�io rM / L`/ 3/4 INCHES WIDE). ANCHOR HEAVY JUTE OR PLASTIC NETTING TO THE CROWN OF THE SLOPE NO.I DATE BY I DESCRIPTION __,� �� cap 1�to —, `uo 1�;_o B.B. FOR PROTECTION OF LIFTING AND UNDERCUTTING OF SOD. r(r), / 6 � I REVISIONS rcol \ rcr.Al �� �� cp. — — — . 8.IMMEDIATELY FOLLOWING INSTALLATION,SOD SHOULD BE WATERED(NOT DURING PERIODS OF . �� --, __ — �\ I INTENSE SUN)UNTIL MOISTURE PENETRATES THE SOIL LAYER BENEATH SOD TO A DEPTH OF 1 . - ___ — —ro � 0 / - I INCH, MAINTAIN OPTIMUM MOISTURE FOR AT LEAST TWO WEEKS. I q°o 6-"\ I T. CD � � / . �w \ \ a��4 ..I.. . ro�ll rcr�l __\ 1 STY. 11-i I � ..... , .. . ,;.../ \ --- _< I I . , , I rcr.x �� // � \,�, Kr-1, �— , 24 Kr�l C-D a!/ ,��11 A 11" 11, — 1�� - I I 1A�--".".N N,� I�w vj'___� ---- \ W.W. U_/ EXISTING HYDROSEED SPECIFICATIONS I 1: 1. _:::"::. . rw.7.ml"I:/w." 2an ... / I '11� _ . / FF27.67A 7W . - . . ------_----_ I I I . . 1.PRIOR TO SEEDING,AREA IS TO BE TOPSOILED,FINE GRADED,AND RAKED OF ALL �1 PLANT SCHEDULE GRAPHIC SCALE DEBRIS LARGER THAN 2"DIAMETER. .1. _. 20 0 10 20 40 80 2.PRIOR TO SEEDING,CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. CIVIL rz ,/,!01v I FVI I 2 E R F 71 CODE QTY BOTANICAL/COMMON NAME SIZE , MATURE HEIGHT MATURE WIDTH NOTES: I I I I I 1 3.SEEDING RATES: 664 BLUE POINT ROAD, UNIT B 1.FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF I EVERGREEN TREES POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER PERENNIAL RYEGRASS 1/2LB/1000SQFT HOLTSVILLE, NEW YORK 11742 iv 15 JUNIPERUS VIRGINIANA/EASTERN RED CEDAR 6-7' B+B YES 30-60' 8-25' 2.THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER ( IN FEET ) (631) 961-0506 PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. KENTUCKY BLUEGRASS ILB/1000SQFT 3.SOIL AMENDMENTS: 1 inch = 20 ft. RED FESCUE 1/2 LB/1000 SQ FT www.KeyCivilEngineering.com SHADE TREES *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY AROG 1 ACER RUBRUM'OCTOBER GLORY'/OCTOBER GLORY MAPLE 2 1/2-3"CAL, B+B YES 40-50' 30-40' VOLUME)OR GYPSUM NOTES: SPREADING FESCUE 112 L6/1 000 So FT 'MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM 1.FOR CONTAINER-GROWN SHRUBS,USE FINGERS OR SMALL HAND TOOL TO PULL THE ROOTS OUT OF THE OUTER LAYER OF UP TO 30%OF THE TOTAL MIX POTTING SOIL;THEN CUT OR DULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER, FERTILlZER(16,32.16) 2LB/1000SOFT PROJECT NAME ORNAMENTAL TREES AVOID PURCHASING TREES WITH TWO LEADERS OR 2.THOROUGHLY SOAK THE SIRUB ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER LIQUID LIME 1 GAU800 GAL.TANK AME 1 AMELANCHIER CANADENSIS/CANADIAN SERVICEBERRY 5-6' B+B YES 25-30' 15-20' REMOVE ONE AT PLANTING:OTHERWISE,DO NOT PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC 3. SOIL AMENDMENTS TACKIFIER 35 LB/800 GAL.TANK ROMAN CATHOLIC CHURCH OF THE SACRED COPR 6 CORNUS FLORIDA'CHEROKEE PRINCESS'/CHEROKEE PRINCESS DOGWOOD 5-6' B+B YES 15-30' 15-30' STRUCTURAL CORRECTIONS *MODIFY HEAVY CLAY OF SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY FIBER MULCH 30 LB/1000 SQ FT 00 NOT STAKE OR WRAP T UNK I SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES VOLUME)OR GYPSUM HEART PROPOSED PARISH CENTER EVERGREEN SHRUBS TDOUBLE SHREDDED HARDWOOD MULCH(DON T 11 �, HIGHER IN POORLY DRAINING SOILS *MODIFY EXTREMELY SA4DY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER ANDIOR DRY,SHREDDED CLAY 4.GERMINATION RATES WILL VARY AS TO TIME OF YEAR FOR SOWING. CONTRACTOR TO 14300 MAIN ROAD ILGB 71 ILEXGLABRA'SMNIGAB17'/GEM BOX@ INKBERRY HOLLY 24-30" 3 GAL. YES 24 24 PLACE MULCH IN CONTACT WITH TREE TRUNK) � CUT BANDS OF WIPE BASKET AND FOLD AWAY FROM LOAM UP TO 30%OF THE TOTAL MIX 870 12' IRRIGATE SEEDED AREA UNTIL AN ACCEPTABLE STAND OF COVER IS ESTABLISHED BY OWNER. MATTITUCK, NY 11952 KIL 10 KALMIA LATIFOLIA/MOUNTAIN LAUREL 34 B+B YES 5-15' 5-15' HOLE SHALL BE 2 112 TIMES THE I 1, TOP OF ROOT BALL DECIDUOUS SHRUBS WIDTH OF THE ROOT BALL . . 4"BUILT-UP EARTH SAUCER ROPES AT TOP OF BALL SHALL BE CUT AID TOP OF SHRUB ROOT BALL SHALL BE SET FLUSH WITH TOWN OF SOUTHOLD, COUNTY OF SUFFOLK CS 1 CORNUS SERICEA/RED TWIG DOGWOOD 30-36" B+B YES 6-9' 7-10' ROPES AT TOP OF BALL SHALL BE CUT AND .. . I -BACKFILL SOIL*1 PART SOIL AMENDMENT REMOVED. FOLD BACK TOP 11:3 OF BURLAP, � FINISHED GRADE MANAGEMENT PRACTICES DIST: 1000, SECT: 114, BLOCK: 11 LOT: 1 REMOVED.FOLD BACK TOP 1/3 OF BURLAP.ALL -,,,. (BASED ON SOIL TEST)-3 PARTS NATIVE TOPSOIL ALL NON-BIODEGRADABLE MATERIAL SHALL NON-BIODEGRADABLE MATERIAL SHALL BE .. In ,/-3'DOUBLE SHREDDED HARDWOOD MULCH(DO NOT , ;., -,�r ORNAMENTAL GRASSES REMOVED. :;:�:; W, ..;� .1, .F;., -. .;�,.-.-�:*. BE REMOVED PLACE MULCH AGAINST THE BASE OF THE PLANT) (1)ONLY ORGANIC FERTILIZERS SHALL BE USED WHERE THE � '_�,� *%-,. :.,,--, .`,� . I �� - -6"DEEPER THAN ROOT BALL - - - — DRAWING TITLE - ': ..; v 4 � � �.�'- . - - PV 10 PANICUM VIRGATUM/SWITCH GRASS 24-30" 2 GAL. YES 3-6' 24 /-�,i ;O.i�,.�iii : PLANTING HOLE SHALL BE 12"TO 18' WATER-SOLUBLE NITROGEN IS NO MORE THAN 20%OF THE TOTAL 1, il rIj!U,-,;f_',..:�;,� ,:: ...1''... W._� ... ,�f,;. 11 CONTAINER-GROWN PLANT WITH ROOTS PULLED OUT �� ,�'.'I� :"'--',..,','-.-',1%--'t. . . �_::-�I,_,�,%� , .;,� ,. . " ,, ._. I.... , -�I% ;- .1,r�... ,i��.!I I I", " . ,,�I� .'.�!.4! . . I. __ 11 - UNDISTURBED SUBGRADE - . `_ TAMP SOIL SOLIDLY AROUND BASE OF ROOT DEEP.FOR LARGER SHRUB ROOT i)i,� !-;:�t,:w.:q- OF BALL NITROGEN IN THE MIXTURE. ..... OT BALL ;, , I. '" � �. BALLS,MAKE DEPTH MIN.4"DEEPER .n.`�;: -- - -, -"! , i.--- 4-1: . . �I 11 — --.,:�-.-:k."*:..,.-._."_ -.- - I, .. :. � .- DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE ,11-- ., , -, -, .:..:.z.:�_ .1,....::�,I '. .. �...... I, —BACKFILL SOIL'l PART SOIL AMENDMENT(BASED ON PERENNIALS THAN BALL. -_ ,�!.*:"� ..".1 I,.-.4. _-: �Iii�, .. .1 I'..-,�"F*--�'.l.'-.:..",'1-vI`�:-,-,: ;7-. , SOIL TEST)-3 PARTS NATIVE TOPSOIL (2)A MAXIMUM OF 1 LB.OF NITROGEN PER 1,000 SQUARE FEET IN ANY 7 _.1. . .;. ..� , AGA 41 AGASTACHE FOENICULUM I BLUE GIANT HYSSOP 18-24" 3 GAL. YES 24 1.54 CO. .:�4111. 1 . . . ...",:-�. . :UI_in-,,1"_. , ," . -fill.,ji, "I'll �77 REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 BALLED AND BURILAPPED PLANT - I I � -77'.!7, .,11 ,,. 1.1: _r",.�Ii 1-11.. : ,:.;!: ONE APPLICATION,WITH A CUMULATIVE APPLICATION OF NO MORE , " .. ..., ,j".- ....i: 1,i�...... ie:i�li;: !�,111171'1�UNDISTURBEDSUBGRADE THAN 2 LBS.PER 1,000 SQUARE FEET PER YEAR. .; ,;, j, , IVR 70 IRIS 6-12" 1 GAL. YES 2-25 2-25 .11:�...,: �l:��l".��f�l"".,"�-,*; 777771 '.:..'.'L',`: ,�_: �� 1-�*111,1* VERSICOLOR/BLUE FLAG a . ,.L.-� ,,.�U�n,:..;:.4 � . .. LANDSCAPE PLAN . i EVERGREEN TREE PLANTING DETAIL SOIL SURFACE ROUGHENED TO BIND REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 GROUND COVERS N.T.S. WITH BACKFILL SOIL. RAGIL 38 RHUS AROMATICA'GRO-LOW!GRO-LOW FRAGRANT SUMAC 15-18" 2 GAL. YES 1.5-2' 6-8' (3)THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL NITROGEN,PHOSPHORUS,OR POTASSIUM BETWEEN NOVEMBER 1ST N.T.S AND APRIL 1ST IS PROHIBITED. DATE: 05/03/2024 NOTES I THOROUGHLY SOAK THE GR)UND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST (4)THE USE OF PHOSPHORUS-CONTA!NING LAWN FERTILIZER IS SCALE: 1"-20' MONTH AFTER PLANTING AND FEGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST NOTES 2,SOIL AMENDMENTS: 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY SHOWS THAT THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. PROJECT NUMBER: 23200 LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER VOLUME)OR GYPSUM FERTILIZER LABELS HAVE THREE BOLD NUMBERS.THE NUMBER IN 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST *MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY THE MIDDLE IS THE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. LOAM UP TO 30%OF THE TOTAL MIX DRAWING BY: AM 3. SOIL AMENDMENTS: 3.ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE-EMERGENT PER MANUFACTURERS SPECIFICATIONS E.G.,22-0-15.USE OF PRODUCTS WITH 0.67 IN THE MIDDLE OR LOWER 3.1. MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE I a IS NOT RESTRICTED.PRODUCTS WITH A NUMBER HIGHER THAN 0.67 BARK(UP TO 30%BY VOLUME)OR GYPSUM - MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL : MP 3.2. MODIFY EXTREMELY SANDY SOILS(MORE THAN 85% SAND)BY ADDING ORGANIC MATTER AND/OR DRY, SPACING CHART SPACING"D" ROW'k SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX NOT TO SCALE TEST INDICATES IT IS NECESSARY. AVOID PURCHASING TREES WITH TWO LEADERS 1 WO C. 5,20" APPROVED BY: MP . 81 0 C 6,93' � OR REMOVE ONE AT PLANTING:OTHERWISE,DO .( 101,0 C. 8.66' - NOTES . � NOT PRUNE TREE AT PLANTING EXCEPT FOR ID 12"O.C. 10 40" SEAL& SIGNATURE: ALTERATION OR ADDITION'TO THIS 1. ENSURE ALL WEEDS ARE CLEAR FROM AREA BEFORE PLANTING. . . .. SPECIFIC STRUCTURAL CORRECTIONS D IRRIGATION DESIGN NOTE DOCUMENT EXCEPT BY A LICENSED 2. SOIL MUST BE MOIST BUT NOT WATERLOGGED DURING SEEDING. DO NOT SEED DO NOT STAKE OR WRAP TRUNK I I -T--.r-� 151,O.0 13 00" PROFESSIONAL ENGINEER IS A ., . I 15 60" - NEW J,� SET ROOT BALL FLUSH TO GRADE OR SEVERAL 1 8"O C v. , VIOLATION OF SECTION 7209, IMMEDIATELY AFTER OR BEFORE A STORM WITH MORE THAN 1/4"PRECIPITATION. INCHES HIGHER IN POORLY DRAINING SOILS IRRIGATION CONTRACTOR TO PROVIDE A DESIGN FOR AN IRRIGATION SYSTEM SUB-DIVISION 2,OF THE NEW YORK 3. FOR TOPSOIL AND OTHER NOTES,SEE SPECIFICATION. HOLE SHALL BE 2 112 TIMES THE WIDTH OF THE PLANTED OI,CENTER(SEE SPACING CHAR) 24"0 C. 20.80" SEPARATING PLANTING BEDS FROM LAWN AREA. PRIOR TO CONSTRUCTION,DESIGN IS rj FILOII-�. STATE EDUCATION LAW ROOT BALL CUT BANDS OF WIRE BASKET AND FOLD AWAY 301,O.C. 26 00 � FROM TOP OF ROOT BALL 36'O.C. 30 00' TO BE SUBMITTED TO THE PROJECT LANDSCAPE ARCHITECT FOR REVIEW AND I- I * NEW TOPSOIL, 3'DOUBLE SHREDDED HARDWOOD MULCH(DO NOT APPROVAL. WHERE POSSIBLE,DRIP IRRIGATION AND OTHER WATER CONSERVATION (r_ DRAWING No: PLACE MULCH IN CONTACT WITH TREE TRUNK) 4'BUILT-UP EARTH SAUCER TECHNIQUES SUCH AS RAIN SENSORS SHALL BE IMPLEMENTED. CONTRACTOR TO VERIFY - * - . I 1UUI TOPSOIL DEPTH ,�.. � . . SEE SPEC. ROPES AT TOP OF BALL SHALL BE CUT AND MAXIMUM ON SITE DYNAMIC WATER PRESSURE AVAILABLE MEASURED IN PSI. PRESSURE ... . ----\\ 31." i� w -�.-;-i ...I.'1�' BACKFILL SOIL*1 PART SOIL AMENDMENT(BASED H MULCH ", : ,,�-, - ,.*,*I'....... 1� � �i:, - .�: 1:� NOT �ALED :t-: , 6. .. SHALL BE 4-16"DEEP . "...,,�. -., -.I..."..I..�...-.*.:,:t,,*-..,..,.:, ... .. , REMOVED FOLD BACK TOP 1/3 OF BURLAP ALL -3 PARTS NATIVE TOPSOIL REDUCING DEVICES OR BOOSTER PUMPS SHALL BE PROVIDED TO MEET SYSTEM . ,, I �: � -) �: ; .-,.:_. - - ....., . . .. . .5 ". ON SOIL TEST) (DO NOT PLACE MULCH AGAINST THE BASE ,,. I,L . -ji• . - - •-•1 _. � NON-BIODEGRADABLE MATERIAL SHALL BE � "" OF THE PLANT) PRESSURE REQUIREMENTS. DESIGN TO SHOW ALL VALVES,PIPING,HEADS,BACKFILOW '�i�. �,i. : 0- � ... �i:, :; .. ...: .I -,, " �. :,,, :.:�i e,,� I !1�-,*;...,,n.*.:-T�:.:. i-�,��j: REMOVED.7, , - ni.", ,- : �, �; : - 1 ;" �--I , , . �:: I .,�..' d.. .... '...-, �In �J,N .*.......... .� ` 4-6'DEEPER THAN ROOT BALL , _M'., z"";'n; . - I I SOIL SURFACE , GENTLY PULL ROOTS AWAY FROM TOPSOIL ........� 7 ".", PREVENTION,METERS,CONTROLLERS,AND SLEEVES WITHIN HARDSCAPE AREAS. - ....i -, 11 ;111111.�w.t : V=. .... . , I I T :�. MASS WITH FINGERS - I : :I osib I, .. .�.i',',,!�;"` �_ - " �:: t....... 9 : ROUGHENED TO '--UNDISTURBED ; ; — I . ' —3 UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL .."i".j!-I,,,", �- , i i. .... - :.i�::.::.� 0 C .., ......... -:-......; 1 �., ..... ,i . �, BIND WITH NEW SOIL SUBGRADE •.."�., !. .,.. ..1 : �. . t! : BACKFILL SOIL 1 PART SOIL AMENDMENT AP .• * :,!: OFE .. . - " .. - , .1 i ii,., : :� ,�. ;":.. (BASED ON SOIL TEST)3 PARTS NATIVE TOPSOIL '4,L�,� I ii:..11 , DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE , . ; .:.,.::.,,,1 ..i , ; I ... ; :; �,_ :.,...i 0 I :I i-_ : _i�',_ nowwharsbelow. � , n... � ::, ,, : - r;1 -S. j, �:; -- _11�: , �. S . ,% , LAWNPLANTING DETAIL REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 I 11 : .... , UNDISTURBED SUBGRADE Call before you dig. I TREE PLANTING DETAIL GROUND COVER/PERENNIAUANNUAL PLANTING DETAIL I , I w _----- I �r_���� -� \A / I<- DC:D 7 1�. N.T.S. N T.S. N.T.S MARC PILOTTA, P.E. AGE No: NEW YORK STATE PROFESSIONAL ENGINEER #08155; 3 OF 14 YAKey QviI\Projects12023123200_.JMN Architecture---14300 Main Road..MattituckOrawings\Key Civ11\23200...2026.08.19-SPP11...SPDES...RPZ3.dwg I z/ GRADING & DRAINAGE NOTES SITE _CtLK 2 5-7 5 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. 25.71 /C-4 25.46 LEGEND 25.74 2. STORMWATER RUNOFF COEFFICIENTS PER TOWN OF SOUTHOLD: EXISTING ITEM PROPOSED a. ROOF=1.00 b. PAVEMENT/IMPERVIOUS=1.00 c. LANDSCAPEIPERVIOUS=0.30 71 25.87 25-86 11 6' PROPERTY LINE c� EXISTING A BUILDING 77 3. PROVIDE STORMWATER RUNOFF STORAGE FOR 3"RAINFALL PER TOWN OF SOUTHOLD REQUIREMENTS A ONE STORY 25 � � �- .• • I ` GRAI MAS. CHURCH DOOR A 4. DRYWELL DESIGN CAPACITY:10'DIAMETER 68.42 CF/VF :rrai6o1x;l El j I \ �' E P 14300 d 5. ALL PROPOSED DRAINAGE INTERCONNECTING PIPING SHALL BE SMOOTH WALL HDPE WITH A MINIMUM DIAMETER OF 15 on IPA y CONCRETE CURB INCHES, CONCRETE Z� "OUR LADY OF GOO 6, TOP OF EFFECTIVE DEPTH IN LEACHING STRUCTURES SHALL BE NO HIGHER THAN THE GRATE ELEVATION OF THE PAVEMENT .40 25.36 CONC. WA 03 R.DO COUNSEL R.C. CHUR( LOWEST INLET IN THE IMMEDIATE SYSTEM. ma ,fil. ck kfAve ASPHALT PAVEMENT F/ 7. GROUNDWATER WAS OBSERVED 21'-3"BELOW GRADE(El 2.75)DURING FIELD WORK BY SOIL MECHANICS ON DECEMBER 0z U f j 0 1 Vl N,q e 0 HYDRO SEED 14,2017. t4evvs �"\jp'RIES) m 25.44 LANDSCAPE AREA WD . I C� WETLANDS 8. ALL LANDINGS AND WALKWAYS SHALL HAVE A MINIMUM OF 1.0% CROSS SLOPE AWAY FROM THE BUILDING OR SLOPE 25.52 rcrx 0 SOD LANDSCAPE TOWARDS AN INLET/LOW SPOT.'A 0 Cl- AREA 21 1, 51 9. CONTRACTOR SHALL CLEAN ALL EXISTING/PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES AT THE FENCE X 2 END OF CONSTRUCTION. WALL R.D. 10. ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE V 5_ REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY AND ICCIANSI A117.1 -2009.ACCESSIBLE . .......... UTILITY POLE STALLS SHALL HAVE NO SLOPE GREATER THAN 2.0% IN ANY DIRECTION AND THE PROPOSED SIDEWALK SHALL NOT EXCEED A 5.0%RUNNING SLOPE AND 2.0% CROSS SLOPE. Map**data@2024 Terms Report a map error EXISTING Ex BS TIF�/ LIGHT POLE 11. LOCATION OF EXISTING UTILITY SERVICES ARE UNKNOWN AND SHALL BE CONFIRMED INDEPENDENTLY BY THE ASP HALT PAROG L ENT. ' OTS. SIGN CONTRACTOR WITH THE UTILITY COMPANIES Al PRIVATE MARK OUT COMPANIES PRIOR TO COMMENCEMENT OF VICINITY MAP > CONSTRUCTION. N.T.S. • > 0. -zo FIRE HYDRANT 12. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. q t \� R. 6.7 PROJECT DATA ow WATER VALVE 13. IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE 3/4"CLEAN WASHED STONE IN LIEU OF SAND BACKFILL. APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART 27835 MAIN ROAD 24.44 X - X 171 INLET 0 0 14. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EMPLOYEES,THE GENERAL P.O.BOX 926 -�ATF PUBLIC. STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION AND CUTCHOGUE,NY 11935 .4 4., 24, 3 S. DRYWELL REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL CODES AND REGULATIONS. THE TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 OWNER AND ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTOR'S SAFETY PROGRAMS&PROCEDURES IN SITE AREA.................................. 242,298.52 SF(5.5624 Acres) 24.47 010 CONNECTION WITH THE WORK. 2.4.27 DRAINAGE PIPE 101 15. GRADING CONTOURS ARE FOR ILLUSTRATION PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) CURRENT USE........................... CHURCH 24.42 '1�1�10 SANITARY MANHOLE COVER PROPOSED USE......................... PARISH CENTER PROPOSED 22.5' C/o EXISTING FOOTPRINT............... 8,567 SF THRUST BLOCK CLEAN-OUT STORMWATER DESIGN CALCULATIONS GAZEBO ,,X PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) U_ '4 SANITARY PIPE SITE AREA=242,298.52 SF(5.5624 ACRES) COVERED ENTRY:273 SF (TYP.OF 2) TRIBUTARY DRAINAGE AREA=36,5803 SF GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF A SANITARY (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF 24 re BUILDING AREA=8,508 SF STRUCTUREPAVEMENT/IMPERVIOUS AREA=14,726.9 SF TOTAL...................................................10,528 SF 24.4 24.4 24.6 PERVIOUS/LANDSCAPE AREA=13,345.4 SF WATER SERVICE -W- TRIBUTARY AREAW PROPOSED 115"0 L FIRE SPRINKLER STORAGE REQUIRED HDPE PIPE @ 1.0% IMPERVIOl 6,106.8 SF x(3'712)x 1.00 =1,526.70CF SERVICE PERVIOUS=2,887.0 SF x(3"/l 2)x 0.30 = 216.53 CF TC 23.90 . . . SLOPE MIN.(TYP.) 23.90 G- -G TOTAL STORAGE REQUIRED =1,743.23 CF -.5 2414 BC 23.90 24.05 ARA GAS SERVICE STORAGE PROVIDED GR 22.85 UNDERGROUND - ................ E- USE TWO(2)10'0 DRYWELLS WITH 13,0'EFFECTIVE STORAGE DEPTHS TAPER CURB TO . . . . . . . . . . 23,55 2 DRYWELLS x 68.42 CFNF x 13.0 VF=1,778.92 CF ZERO REVEAL IN . . . . . .. . . 77/" BRK. ELECTRIC SERVICE PLNTR. 1,778.92 CIF IS GREATER THAN 1,743.23 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED. THE LAST 2' TC23.95. PROPOSED15"O . . . . - ",�.... . . . . . . . . . PROPOSED 15"0 24.05 SPOT GRADE A-Em A, BC 23.45 HDPE PIPE @ 1.0%. . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . ��HDPE PIPE @ 0.0% 11 08/19125 AD ISSUED FOR BID TOP/BOTTOM OF SLOPE(TYP.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SLOPE +--FTC 00.00 TRIBUTARY Al 15, - - - rcr)" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CURB ELEVATION IBC 00.00 STORAGE REQUIRED 10 07/08/25 AD REV.PER TOWN AND NYSDOT COMMENTS .. . . . . . . . . . . . . . . . . . . . -5 . . . . . . IMPERVIOUS 8,479.9 SF x(Y/12)x 1,00 =2,119,98CF 41 72, 1 46.1' 9 04111/25 AD REV.PER TOWN AND NYSDOT COMMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . •. . . . CONTOUR PERVIOUS=4:215.2 SF x(3'112)x 0.30 = 316.14 CIF .(10 MIN.)' 7� A 10, TOTAL STORAGE REQUIRED =2,436,12 CF 0 TELECOM MANHOLE 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 if STORAGE PROVIDED 77,�-. N . . . . . . COVER A-2 LU . . . .. . . /A B-3 nT 9�_ USE THREE(3)10'0 DRYWELLS WITH 13.0'EFFECTIVE STORAGE DEPTHS 7 01127/25 AD REV.PER SCDHS COMMENTS DATED 01124/25 *3' 14.7 1 . . ._7 . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . TREE 3 DRYWELLS x 68 42 CFNF x 13.0 VF=2,668.38 CF TC \\ 2,668.38 CF IS GREATER THAN 2,436.12 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED, . . . I . . .. 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT 3.75 . . . . . . . . . . . . . . . . . . . (MIN.).. . . . . . . . . . . . . . . . . . . . . . . . . . . . 23.85 23.95 TAPER CURB TO LIMIIT OF CLEARING BC 23.25 it ZERO REVEAL IN 5 12/06/24 AD PER UPDATED ELECTRIC AND RPZ WATER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TC 24.15'5 TC 23.85 TC 23.92 TC 24.57 &GRADE LCGD- SERVICE LOCATIONS 17C 23.85 . . . . . THE LAST 2' 23.90 BC 23• .35 . . . . TC 24.45 TIC 24.45 TIC 24.25 21.90.. 23,11 BC 23.65 BC 23.85 BC 23.92 BC 24.57 DISTURBANCE TRIBUTARY ARl REV,PER UPDATED ELECTRIC AND TELECOM . . . . . . STORAGE REQUIRED 4 11/22/24 AM SERVICE LOCATIONS TC 24.00 . . . . . . . . . . 23 . . . . BC 23,95 5 . . . . . . . . . . . . . .. B-1 4.57 FIRE DEPARTMENT ROOF=8,508 SF x(3"712)x 1.00 =2,127.00 CF - REV.PER TOWN COMMENTS DATED 09111/24 AND . . . . . . . . . . . . . . . . . . PERVIOUS=6,383.4 SF x(31712)x 0.30 = 478.76 CF 3 10/02124 AM t lbu Z�5.. 00, 0T.S. CONNECTION(FDC) SCDHS COMMENTS DATED 10102124 . . . . . . . . . . ... . .. .. TC 24.25 . . . . . . TOTAL STORAGE REQUIRED = 05.76 CF 2 07/19/24 AM ISSUED TO TOWN 24.00 . . . . . . . . . . . C.23.75 r77 C 24.08 TC 24.93 STORAGE PROVIDED 1 05/14/24 DID REV.PER CLIENT COMMENTS . . . . . . . . . . . . . . . . . . . . . A TIC 24.75 C 24.08 BC 24.43 USE THREE(3)10'0 DRYWELLS WITH 13 O'EFFECTIVE STORAGE DEPTHS 3 DRYWELLS x 68.42 CFNF x 13.0 VF=2,668.38 CF . . . . . . . . . . . . . . BC 24.25 4. . . . . . . . . . . . . . BC 24.25 TIC 24.75 BC 213024 31 2,668.38 CF IS GREATER THAN 2,605.76 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED. NO. DATE BY DESCRIPTION . . . . . . . . TIC 24.75 . 24 BC 24.25 . . . 25 C 3.90 24.38 REVISIONS . . . . . . . TC ........ TC 24.65 TC 24.75 24 . . . . BC 23.40 TC 24.69 Lj_j BC 24.25 BC 24 25 4' . . . . 24.80 4.t * - .. .. 24.42 BC 24.6 CD 4 -4 . . . .. : . • '4- C:) 24.70 24.75 24..80 24.75 24.70 7W 24.80 24.80 "•ea 24.80 0 ' 6>s• /; 911'; 80 24.85 , 25.00 25.00 __j RD f24 30 !4.30 r7i I D DRAINAGE STRUCTURE SCHEDULE < 25.0 ystl 24.85 D:* r13 A 24.90 W. .41 STRUCTURE EFFECTIVE TOP OF BOTTOM INVERT INVERT :A� NIEXT\ %... i%: :,,:: n F 77 22/11 11 NUMBER STRUCTURE TYPE DEPTH RIM/GRATE RINGS OF RINGS IN OUT C;I""of 11. r./E IM r3 I J r= 2 24.9 25.00 25.00 5 _00 4,; PROPOSED 10'0 PRECAST DRYWELL WITH FRAME AND 664 BLUE POINT ROAD, UNIT B --- 19.00 rcr. -1 A 13' 22.35 20.75 7.75 GRATE HOLTSVILLE, NEW YORK 11742 24.4 0 25.00 A-2 PROPOSED Ill PRECAST DRYWELL WITH SOLD COVER 13' 22.85 20.75 7.75 18.80 18.80 C6� (631) SSI-0506 S .,d PROPOSED SINGLE-STORY H !1. 25.00 www.KeyCivilEngineering.com 24.95 a. CENTER WITH UNFINISHED PARTIAL, rcrl\ >< B-1 PROPOSED 2-6"x 4'PRECAST CATCH BASIN WITH FRAME --- 23.05 ... --- 19.85 >< CELLAR 24.90 0 PROJECT NAME AND GRATE UNFINISHED PARTIAL CELLAR: 8-2 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 13' 23.45 21.50 8.50 19.50 --- 2,020 SF J143M VIA um or mm i ROMAN CATHOLIC CHURCH OF THE SACRED B-3 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 13, 23.50 21.50 8.50 19.50 19.50 25.00 25.1 W 2425.00 W 4` FIRST FLOOR:8,508 SF 25. r< 19.50 PROPOSED 6"o PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 13, 23.60 21.50 8.50 19.50 1 COVERED ENTRY:273 SF HEART PROPOSED PARISH CENTER ?1� Cn HDPE PIPE @ 1.0% B-4 14300 MAIN ROAD ED 4'0 PRECAST CATCH BASIN WITH FRAME AND PROPOSED SLOPE TYP.? ... 22.85 --- --- ... MATTITUCK, NY 11952 F.F. EL. 25.001 ;T B-5 19.95 RD GRATE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 9 7 RlDg�! RDft' RD RD RbL : .: cp.X � L.!� - * 0 4. 1 ST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 RD' 40.23- 25. DI + 4, T2 4.8 4 C52 25.00_2� ILI 11, ... - .1, rcr�l C-1 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 13' 24.45 21.95 8.95 19.45 CIO 9'. PROPOSED 6"0 2 3 4 -.v k -4, -4, 4- k C-2 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 13, 24.12 21.95 8.95 1__ _45 DRAWING TITLE HDPE PIPE @ 1.0% 41 ap PROPOSED 10'0 PRECAST DRYWELL WITH FRAME ANDJ-�'rr ' 91 .11 , IV -k IV _0311- - -mol- 31- SLOPE(TYl --- 1 ;7 T -,;7--Z:-T -,7 -�r-T--z---,r--,r T T T --n,---w T-i,--v- T �T -3 8.75 19.45 --- PROPOSED 15-0 G IS G G G C GRATE 13' 23.75 21.95 HDPE PIPE @ 0.0% 4. -41 1k ;-- .. ....... PARTIAL GRADING & SLOPE(TYP.) .41 W1k W 41 W to14, 14, W De -41 -k 6-1 . 15' , * \ B - - - ci=;�, /31 (lyl DRAINAGE PLAN 41 41 41 C, .4, @ -41 -41 • STY. 0 CP DATE: 05/03/2024 24 00 �k '41 ro rcr.\ 24.3 23.3 C�,q. T L 41 '41 lit SCALE: 20' rLCW 0 PROJECT NUMBER: 23200 (-n ro'), Cr) C-) DRAWING BY: AM -4 C-q p 0 CHECKED BY: MP 24.6 W.W. >-< C/-) ,Sly I i ft". in I APPROVED BY: MP 0 0 3; ALTERATION OR ADDITION TO THIS rcr,\ rm 0 0 0 0 0 SEAL& SIGNATURE: DOCUMENT EXCEPT BY A LICENSED -1 24.4 a 0 4- PROFESSIONAL ENGINEER IS A 0 0410 0 %0 0 0 "i;• NEW VIOLATION OF SECTION 7209, g�0 0 0 SUB-DIVISION 2,OF THE NEWYORK 0 Lil STATE EDUCATION LAW cp. 00 ro_�, .1ar, Ill 0 DRAWING No: 0 1 a 0 ® , I cc rcr), LU W rcr;Ll NOT PALED GRAPHIC SCALE 23.6 24 C<T�l 0 0 20 0 10 20 40 80 W.W. FF27.67 275.45. 0 08115 23.6 vp C-4 �71 WOOD 'C?0 P E rcrx IN FEET ) Know what's below. 24 ) STEPS call before you dig. I TRIBUTARY AREA MAP 1 inch 20 ft. 5"/ +Lx% 1-800-272-4480 SCALE:1" 80' MARC PILOTTA, P.E. - PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 4 OF 14 Y:\Key CiviRProjects\2023\23200_JMN Architecture 14300 Main Road..Mattituck0rawingsVey Civi!1123200..2025.08.19_.SPP11 SPDES i i SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NOTES 23.55 . s SIT 1. ALL SANITARY PIPING, STRUCTURES, AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES, DATED �' r" ` i " ' "��+ ~? DECEMBER 29,2017. 2. SEWER LINE REQUIREMENTS: GR 22.85I p' a. GRAVITY SEWER LINES AND FITTINGS SHALL MEET OR EXCEED ASTM STANDARD D-3034 FOR PVC:ENDER PIPE WITH A PROPOSED 6"0 FIRE SPRINKLER � t�• v ''' 18 MINIMUM SDR-35 RATING,UNLESS OTHERWISE INDICATED. SERVICE �D��F'" as.3a b. PVC PIPE AND FITTINGS SHALL BE PROVIDED WITH INTEGRAL BELLS AND SPIGOTS AND RUBBER SEALING RINGS.T 1'�HE 11a�N1 'o � `2 of F SEALING RINGS SHALL MEET THE REQUIREMENTS OF ASTM STANDARD F-477.ALL SEWER LINES SHALL BE STRAIGHT, 4.1 19.xg -•-,,19 / AND COUPLINGS SHALL BE SECURELY INSTALLED AND BE WATERTIGHT. ZI� lv� �•"'� y� �, F, c. ALL GRAVITY SEWER LINES SHALL HAVE A MINIMUM DIAMETER OF SIX(6)INCHES AND BE BURIED BE-OW GRADE. L \ _ \D�1• P01118 ' J xc'�4 20 d. WHERE PRACTICAL, GRAVITY SEWER LINES SHALL NOT BE INSTALLED IN GROUNDWATER. FOR INSTALLATIONS THAT 25.6' PROPOSED UNDERGROUND WATER �- ea C7 2c ARE PLACED IN GROUNDWATER, THE SEWER PIPING SHALL BE CONSTRUCTED OF PRESSURE RATED PIPING AND (10,MIN.) ' z ✓ (=;;;1:1 SERVICE.CONTRACTOR TO ��2r / ' TESTED TO ENSURE TIGHTNESS PRIOR TO OPERATION.MAXIMUM PERMISSIBLE LEAK RATE IS 1/4"IN HOURS. ` � COORDINATE WITH UTILITY COMPANY 2 4s w.�- `�- ?? 0 �'' e. THERE SHALL BE A MINIMUM TWO-FOOT LENGTH OF CAST IRON SEINER LINE EXTENDING THROUGH 7HE FOUNDATION. _ I Ma# IfiUCIs I (BY OTHERS UNCER SEPARATE UTILITY --�� �g19 f. HOUSE CONNECTIONS SHALL HAVE A MINIMUM PITCH OF 1/4"PER FOOT. � // \ �r� �°�� tDl)f��1#4' ; / / " :, HIGHWAY WORKPERMIT FROM NYSDOT) 3 2a9� W �✓ 2'S3 g. ALL HOUSE CONNECTION SHALL BE PROVIDED WITH A CLEAN-OUT AT THE FACE OF THE BUILDING. \ ��cJ� h. HOUSE CONNECTIONS SHALL BE STRAIGHT WITH NO BENDS IN SEWER LINE TO THE MANHOLE. ���� PROPOSED 6"fd PVC \_ 1 %1�k w'sufj0{ `.".•• G x5.5 r a ` (SDR-35)AT 1/8"IFT �. _ J- 3. SEWER MAIN/LATERAL SEWER REQUIREMENTS: tWtDTHVAR1Es1 % WETLANDS 1 oq BOUNDARY ; N �, z MIN.SLOPE ) so -Rr({((E LIN w '$ r N 6 22R17 a. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A UNIFORM SLOPE AND BE LAID WITH A STRAIGHT ALIGNMENT, W �s gO Jr WITHOUT BENDS,WHEN REQUIRED,APPROVED MANHOLES MAY BE UTILIZED WHERE SEWERS CHANGE DIRECTION OR 1 16, 2636 E.A. �� "DOU9 YELLOW2633 nF-� r--•-- .Og 21 SLOPE. a -.-."�1 i o t• "`';- .;... j _W • (66 I FUTURE 50/a EXPANSION (g'MIN.) 8 �� \�� F o 24 ?j 9 b. HOUSE OR BUILDING SEWERS SHALL BE CONNECTED TO MAIN OR LATERAL SEWERS WITH APPROVED WYE FITTINGS. \ !- 234E - LEACHING POOLS 0 c. SEWERS SHALL BE PROVIDED WITH MANHOLES AT INTERVALS NOT TO EXCEED 400 FEET. --.--27- -i�- W iTE LIN A I.87 d. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A MINIMUM DIAMETER OF 8 INCHES,AND SHALL HAVE A MINIMUM - S- ram. ). gn.6G 25 `- o PST. t CONC. SLOPE OF 0.4%.10 INCH DIAMETER SEWERS SHALL HAVE A MINIMUM SLOPE OF 0.28%. no I ,,,,.,,4t" ]7J N w.tl.m 0p e. SEWER MAIN AND LATERAL SEWERS THAT HAVE LESS THAN 2 FEET OF COVER OR ARE NOT PLACED ON VIRGIN SOIL - = z. j v �2 ; i r PROPOSED ELECTRIC R.F.J.ON \ �1 I (19 MIN.) - %--'` I� -+ 2543 ( ) / a Ma data 02024 Terms Re p SERVICE TO .�. �-•� � crn+c•Pw � SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE(DIP). p Aorta ma error GRASS I I r. f. SEWER MAIN AND LATERAL SEWERS THAT HAVE BETWEEN 2 FEET AND 4 FEET OF COVER SHALL BE CONSTRUCTED OF \ °j� / - TRANSFORMER.� -to �� l 26 � \ � \ REFER TO PLANS BY x6.2 2601 "� `� �� '� ✓ i DR18 OR DUCTILE IRON PIPE. TC 24.45 23.90 23.87 23.77 2i��' VICINITY MAP 269 Q PROPOSED RPZ WITHIN HEATED o g. SEWER MAIN AND LATERAL SEWERS THAT HAVE OVER 4 FEET OF COVER MAY UTILIZE SDR-35 PIPE. BC 23.95 OTHERS FOR MORE , ENCLOSURE ON CONCRETE PAD. N.T.S. INFORMATION..` "' REFER TO BACKFLOW \ e�` \ �2 TC 24.45 /d1 B S-3, r- NE1x t GRASS ° 4. SEPARATION OF SEWER AND DRAINAGE LINES REQUIREMENTS: TC 24.25 BC 23.95 �j g' � TC 24.15 _ PREVENTER PLAN FOR MORE Q d\ a. SEWERS SHALL BE LAID AT LEAST 5 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAINAGE LINE. THE BC 23.75 , ,, ' (MIN.) �� BC 23.65 PROJECT DATA 5.ga 26GG INFORMATION. \ y�� ( / DISTANCE SHALL BE MEASURED EDGE TO EDGE. n , PROPOSED ELECTRIC m GROSS 2s ` b. IN THE EVENT THAT THE DRAINAGE LINE MUST CROSS OVER THE SEWER LINE, THE SEWER LINE MUST BE , , APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART \ PROPOSED FDC MOUNTED \ A TC 23.90 TC 23.80 27835 MAIN ROAD SERVICE TO HEATED STATUE \ I / CONSTRUCTED OF DUCTILE IRON PIPE(DIP)UNLESS A SEPARATION DISTANCE OF 18 OR MORE INCHES IS MAINTAINED. B C BC 23.40 BC 23.30 ON HEATED ENCLOSURE. c. IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE DRAINAGE LINE, THE SEWER LINE SHALL BE P.O.BOX 926 ENCLOSURE FROM ' REFER TO PLANS BY OTHERS \ ^��� CUTCHOGUE,NY 11935 PROPOSED BUILDING. ' FOR MORE INFORMATION. \�E \ i CONSTRUCTED OF DUCTILE IRON PIPE(DIP)FOR A DISTANCE OF 3 FEET HORIZONTALLY INTO VIRGIN SOIL. �� !� REFER TO PLANS BY 5.s1 �„ I I d. IF PERIMETER ROOF DRAINAGE PIPING IS INSTALLED NEAR THE FACE OF THE BUILDING, ALL HOUSE CONNECTIONS ; ` V . �5 < --3 25.91 GONG.WALK 25 3 � � 24 �\ TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 OTHERS FOR MORE = 16/f/ �rucr. _--? \� 1.99 MUST BE CONSTRUCTED OF DUCTILE IRON PIPE FOR 10 FEET FROM THE BUILDING. =+ z TC 24.25u' - INFORMATION� J/ / REFOPOSED ER TO PEAS BAY OTHERM RS WIRING. �� �� 1 n BC 24.25 \\\ SITE AREA.................................. 242,298.52 SF(5.5624 Acres) n 5 25.61 i 026. mS �• A.C. RA.O g, 2590 29 .., \` 5. SEPARATION OF SEWER AND WATER LINES REQUIREMENTS: TC 24.75 ��\ h1 �� CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) 25.6c FOR MORE INFORMATION. � 2... CONC.WALK 3 e A. PARALLEL INSTALLATION - / / \ _'M 25.75 - BC 24,25 S-1 - PROPOSED 4"0 PVC(SDR-35) 25.7t 25 7 �•. a. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN OR TC 24.25 ' , CURRENT USE........................... CHURCH s z5.7a s LATERAL.THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. BC 24.25 ' *� , "FT M SLOPE ; � � � PROPOSED USE......................... PARISH CENTER 1 25 25.07 \ s >3 g EXISTING B. CROSSINGS , , A 1 '� TC 24.75 24.65 \ a ONE STORY o ! a. THE CROSSING OF WATER AND SEWER LINES SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY. TC 24.75 5' `� B C \ EXISTING FOOTPRINT............... 8,567 SF •> G n ": $Ti��4,' b. WATER LINE OVER SEWER LINE: IN THE EVENT THAT THE WATER LINE MUST CROSS OVER THE SEWER LINE, THE BC 24.25 (MIN. MAS. CHURCH o. Qs ) \ BC 24.25 PROPOSED 45° o V PROPOSED FOOTPRINT........... 8,508 SF INCLUDING BUILDING CANOPY ' THRUST BLOCK " #14300 TF2T.4 FOLLOWING CONDITIONS SHALL BE MET: S-2 \ ( ) x ' COVERED ENTRY:273 SF ' �'OUR LADY OF GOOD � � • SEWER LINES SHALL BE LAID BELOW THE WATER LINE AND PROVIDE A SEPARATION OF AT LEAST 18 INCHES (TYP.OF 2) �> r = 24.75 24.70 ' 253 corlc.w '03 COUNSEL R.C. CHURCH• o• NI �" BETWEEN THE BOTTOM OF THE WATER LINE AND THE TOP OF THE SEWER LINE;AND 24 80 \ GROSS FLOOR AREA................ LOWER LEVEL .................................2,020 SF 25.3s 7540 \ '-5 • SEWER LINE JOINTS SHALL BEAT LEAST 10 FEET FROM THE POINT OF CROSSING;AND \ �� (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF 2.544 0 a ac. a GRASS EXISTING SANITARY • WHEN IT IS NOT PRACTICAL TO OBTAIN AN 18 INCH SEPARATION, BOTH THE WATER AND SEWER LINES SHALL BE I I III I I I I I , � \ � \ TOTAL...................................................10,528 SF 24.80 I N - ' r 8 SYSTEM TO REMAIN CONSTRUCTED OF PRESSURE PIPE AND HAVE A MINIMUM SEPARATION OF 12 INCHES BETWEEN THE BOTTOM OF 24 80- --_ z Z2 o ` mm_mLE THE WATER LINE AND THE TOP OF THE SEWER LINE. g TC 24.65\ `� \ o' 2 z5.29 a (OUTFALL#1) M 24.80 � O�' 1 PROPOSED 6'0 EIErrRIC - - c. SEWER LINE OVER WATER LINE: IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE WATER LINE, THE ` o BC 24.15 \ � .t �" I I 24.30 24.30 TC 24.75 24.80 v N m I ii FIRE SPRINKLER 25 '\ / I R°' Z y f I FOLLOWING CONDITIONS SHALL BE MET: 24.80 BC 24.25 25.00 • ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE;AND 24.95 PROPOSED 4"0 \ \ 25.00 PROPOSED 3/4"0 PVC(SCHEDULE J o 3 / SERVICE '- EXISTING GEISIl I N • WATER LINE AND SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING;AND PVC(SDR-35)AT 40)ELECTRICAL CONDUIT FROM m v ASPHALT PARKIN ENT• �' 1/4"IFT MIN.SLOPE THE ENTIRE LENGTH OF SEINER LINE BETWEEN ADJACENT MANHOLES OR OTHER SANITARY STRUCTURES SHALL BE "" PULLBOX TO HYDRO-ACTION x ui-3 a • PROPOSED IN GROUND-- - . Q m m ti� CONSTRUCTED OF MATERIALS AND JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF PUMPS(TYP.OF 2) ~ O a ` o N CONSTRUCTION;AND MANHOLE WITH REMOTE PLC II'I Lei N° 3 25.00 C/O CONTROL PANEL WITH HP-150 rrrc • A VERTICAL SEPARATION OF AT LEAST 18 INCHES SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE SEWER LINE 25.00 ONE 1/2"0 PVC(SCHEDULE REFER TO PARTIAL CONC.w 4 AND THE TOP OF THE WATER LINE. COMPRESSOR(TYP OF 2)' 80)AIR LINE FROM PROPOSED COMPRESSOR r 24.47 SANITARY PLAN -__ f SSO P.OF 24.27 r. 24.b2 fQ 411 08/19/25 AD ISSUED FOR BID 2 al . a - 3 « ;)TO GRADE PROPOSED 2 0� J ^% PROPOSED PROPOSED 22.5 (THIS SHEET) �J a d 10 07/08/25 AD REV.PER TOWN AND NYSDOT 2"0 VENT 25.00 SAN INV.=21.90 r_ ' I 2.35 �Q LEGEND "' PVC VENT LINE R OTCOMMENTS L THRUST BLOCK ® WEN / l< 18"ABOVE GRADE m y zI�� xT(TYP.OF 2) Trz328 EXISTING ITEM PROPOSED WITH CARBON FILTER 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS L - ' 24 ( �: f ... PROPERTY LINE 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 °' - '- - -- - - - - - - 24a I 24` 2a.6 v PARTIAL SANITARY PLAN V W \ IF2.4a BUILDING 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 1 SCALE:1"=10' iJ za �,vINX 4 a TC 23.90 '� ' 2a 05` , DOOR O �� BC 23.90 1 y6� - �� �� �'' EN1ExT 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT ram - 0 1PRK. ' SANITARY DENSITY CALCULATIONS GENERAL NOTES 3 �-` �- - � PIMR. ,r � CONCRETE CURB REV.PER UPDATED ELECTRIC AND RPZ WATER U ....------ 0 � I a 5 12/06l24 AD s �••2 SERVICE LOCATIONS O : \ TC 23.95 1 - CONCRETE SITE IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV=600 GPD/ACRE C BC 23.45 14.7 23 L�_� 2a.ao 2359 � , ,-'' l REV.PER UPDATED ELECTRIC AND TELECOM 23 (10'MIN.) _^ `1 I �� PAVEMENT TOTAL ALLOWABLE SANITARY FLOW=5.5624 ACRES x 600 GPD/ACRE=3,337.44 GPD 1. APPLICANT/OWNER 4 11/22/24 AM SERVICE LOCATIONS \ EL. _±24.00 GROUND SURFACE ROMAN CATHOLIC CHURCH OF THE SACRED HEART - _Q 0 �> ASPHALT PAVEMENT REV.PER TOWN COMMENTS DATED 09/11/24 AND TC 23.25 ' Q ' 24, S 4.28 237 DK.BRN ORG LOAM EXISTNGIPROPOSED USE c 23835 MAIN ROAD 3 10/02/24 AM SCDHS COMMENTS DATED 10/02/24 BC 23.25 ' 5 z4.13 23.7z HYDRO SEED '( EXISTING CHURCH=360 SEATS x 1.5 GPD/.,EAT =540,00 GPD P.O.BOX 926 385 LANDSCAPE AREA 1 "�H (011-0) I EXISTING RECTORY SINGLE FAMILY RESIDENCE =300.00 GPD CUTHCHOGUE,NY 11935 2 07/19124 AM ISSUED TO TOWN 23.90 GR 22.35 }- f TC 23.55 ( )23.35 0 GR 23.05 2a36 2 •s c.c. s SOD LANDSCAPE RN.SILTY SAND LOAM,TR ( I PROPOSED PARISH CENTER =1,345.00 GPD 23 . m 24.3s za.1s 1 05/14/24 DO REV.PER CLIENT COMMENTS oTs, ors AREA 1 ROOTS I i TOTAL DENSITY FLOW REQUIRED =2,185.00 GPD 2. REFER TO SITE PLAN(SHEET C•1)FOR ADDITIONAL NOTES. TC 24.00 'L5 24.00 gC 23.50 ' ZN Q (� N X FENCE (C!L}{�} -fir • THE REQUIRED DENSITY IS LESS THAN THE PERMITTED DENSITY,THEREFORE THE LOT IS 3. GROUNDWATER WAS OBSERVED 21'-T BELOW GRADE(EL.2.75)DURING FIELD WORK NO. DATE BY DESCRIPTION TC 24.75 TC 23.85 EXISTING 1-1/2" BRN.F-M SAND,TR SILT, • SUFFICIENT. BY SOIL MECHANICS ON DECEMBER 14,2017. BC 24.25 24 BC 23.85 DOMESTIC WATER I WALL 5 7 GRAVEL • • REVISIONS �> 0 24.70 24 SERVICE $ {SF)(3b) • 4. REVIEW OF THE AVAILABLE GROUNDWATER ELEVATION DATA FOR THE AREA AROUND �} oa 24.75 ( ° UTILITY POLE BRN.SAND,TR.SILT,GRAVE • ® THE SUBJECT SITE REVEALS THE HIGHEST EXPECTED GROUNDWATER ELEVATION OF - - 1 sp SANITARY SYSTEM SIZING CALCULATIONS b • • •- �tI LIGHT POLE 3.5$(NAND 88)AT THE SUBJECT SITE.THIS ELEVATION WAS DERIVED BASED ON THE 25.00 24.80 24.80 25.00 Iml .� Q '-" • PARISH CENTER: 25.00 1 BRNJTAN FINE SAND,TR.SILT, • • HIGHEST AND CLOSEST GROUNDWATER ELEVATION DATA RECORDED ON USGS y ors SIGN - GRAVEL • HOUSE OF WORSHIP WITH MEETING ROOMS=4,523 SF(269 OCCUPANTS) MONITORING USGS WELL#405830072331502-S 6558.2 19.94 ... S.a 19. 2' 57.81 24.90 e• Q -9S1 SF % " � � �'' (SP}{3a} ® NON-MEDICAL OFFICE 24.4 db FIRE HYDRANT • • STORAGE=1,545 SF I a 6 w � S BRNJ TAN F-M SAND,TR.SILT, 5. THERE ARE NO KNOWN EXISTING WELLS PRESENT WITHIN 150' OF THE SUBJECT • PROPERTY. PROPOSED SINGLE-STORY PARISH CENTER j N I 24.a O'D PROPOSED GAS PROPOSED GAS ow WATER VALVE 10 GRAVEL * CALCULATIONS WITH UNFINISHED PARTIAL CELLAR METER SERVICE N 24.95 ° p 25.00 \ �� IN $P 3b 1 - 6 { )( } • • • SANITARY FLOW �5 UNFINISHED PARTIAL CELLAR:2,020 SF PROPOSED Q `} 24.90 Q tm INLET • 10 SRN.FINS SAND,TR.SILT, ! • HOUSE OF WORSHIP WITH MEETING ROOMS=269 OCCUPANTS x 5 GPD OCCUPANT=1,345.00 GPD 6. THERE ARE MAPPED DEC WETLANDS WITHIN 300'OF PROPERTY BOUNDARY. REFER TO VICINITY MAP FOR ILLUSTRATION OF PROXIMITY OF WETLANDS TO PROPERTY II � ) '� FIRST FLOOR:8,508 SF TELECOMMUNICATIONS 5 24.85 25.00 25.00 SERVICE.REFER TO GRAVEL • TOTAL SANITARY FLOW =1,345.00 GPD 4 CIVIL G , ,, BOUNDARY. " > �l COVERED ENTRY:273 SF N DRYWELL @� (SP){3b} • • • PLANS BY OTHERS FOR Q �Q 7. THE CONTRACTOR MUST NOTIFY THE TOWN ENGINEERING DIVISION AND SCDHS 24 664 BLUE POINT ROAD UNIT B F.F.EL.25.00 B-2" MORE INFORMATION. e@ s • , > 97.27 40.23': " 5.4 W / DRAINAGE PIPE • • HOUSEGRAYW F W FLOW HOURS IN ADVANCE OF THE COMMENCEMENT OF ANY ON-SITE DRAINAGE,SANITARY, HOLTSVILLE TF2a.84 / • HOUSE OF WORSHIP WITH MEETING ROOMS=269 OCCUPANTS x 2.5 GPD(OCCUPANT=672.50 GPD , NEW YD R K 11742 1 25.00 25.00 ® 10t 25.1 ® SANITARY MANHOLE • 15 BRNJ TAN F-M SAND,TR.SILT, ® ® • CURB,OR PAVING WORK. (6 31) 9 61-050 6 1- IM COVER 7 GRAVEL • • TOTAL FLOW=1,345.00GPD+672.50 GPD=2,017.50GPD 8, ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. WWW.KeyCivilEngineering.COm G ----�+=ice � T-� T---�r--T --�--�s T�---�r-T � � cro 7 (SP}(3b} cn, • W.U. '� CLEAN-OUT • • i I/A OWTS(FOR SANITARY FLOW) J ✓ �� `_ t' 72571 TF2s SGW TANK • • MINIMUM REQUIRED CAPACITY=1 DAY TOTAL FLOW=2,017.50 GPD x 1 DAY=2,017.50 GALLONS UTILITY CROSSING TABLE PROJECT NAME 1 Sly. 0 O 25 SANITARY PIPE • O `L� T PROPOSED Q 24:3 PROPOSED 1-112" c' s TFzs.z7 �(/) n BOTTOM OF UTILITY O 23.3 ` D. 8'O.t2'LP. SANITARY • USE(2)HYDRO-ACTION AN-1 CROSSING TOP OF UTILITY BELOW CLEARANCE tt a GR23.75 TRANSFORMER. DOMESTIC WATER STRUCTURE • • • TREATMENT VOLUME=2,200 GALLONS ABOVE ROMAN CATHOLIC CHURCH OF THE SACRED u� 23.3 \ REFER TO PLANS BY SERVICE252 I ' I 20 • • (EXCEEDS REQUIRED CAPACITY OF 2,017.50 GALLONS) 1❑ 23.00(6"0 STORM) 20.50(WATER) 2.50' HEART PROPOSED PARISH CENTER 25 2 OTHERS FOR MORE Q z W W WATER SERVICE W 5 • G.W.T. o ' INFORMATION. �� - • • 14300 MAIN ROAD Z� Q �o ,� d xa.s w.w. ��� I � m BRN..F-M SAND,TR.SILT, • EL.=2.75 LEACHING POOLS � 23.00(6"0 STORM) 21.50(GAS) 1.50' �c \ FIRE SPRINKLER ur'�' Q \ Y R d Pqy I N I" B GRAVEL • • _-- DESIGN FLOW =2,017.50 GPD MATTITUCK, NY 11952 Q Q \ Q 24.4 SERVICE (SP)(3b) ® LEACHING RATE =1.5 GPD/SF Q3 23.00(6"0 STORM) 21.50(ELECTRIC) 1.50' d B. • • TOWN OF SOUTHOLD, COUNTY OF SUFFOLK z3 �Q .�, EXISTING SANITARY G GAS SERVICE G • REQUIRED SIDEWALLAREA =2,017.50 GPD 11.5 GPD/SF=1,345.00 SF ® 23.00(6"0 STORM) 21.50(TELECOM) 1.50' SYSTEM TO REMAIN UNDERGROUND • ® ® DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 Q \ 2a.9 (OUTFALL#2) E ELECTRIC SERVICE E 9 • • USE THREE(3)LEACHING POOLS WITH 11.3'EFFECTIVE DEPTH AND ONE(1)LEACHING POOL WITH ❑5 22.50(ELECTRIC) 21.00(15"0 STORM) 2� 23.6 \z4 WW 1 EXISTING 92481 25 0 • • • TOT EFFECTIVE DEPTH. NOTE:PROVIDED CROSSING INFORMATION IS APPROXIMATE.CONTRACTOR© \ SPOT GRADE 00.00 TOTAL STORAGE PROVIDED=31.42 FT x 45.4 VF=1,426.47 SF FIELD VERIFY EXISTING LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION DRAWING TITLE 23.6 rF27.67 7. GRAVEL/DIRT DRIVE T25'4 Q -� Q �, Q WOOD ❑ QA. END OF BORING 25'-O (EXCEEDS THE REQUIRED SIDEWALL AREA OF 1,345.00 SF) AND NOTIFY ENGINEER OF RECORD OF DISCREPANCIES IN WRITING _ ��cc*�� d ��cc??�� _� STEPS A C 24,e TOP/BOTTOM OF TC 00.00 PROVIDE TWO 2 EXPANSION LEACHING POOLS Q 2� \ `C U ITS T2�.C2 T'24.79 �' �` , I r \ ( ) CURB ELEVATION BC 00.00, N z 0 W Al ` 1 ( Q I ( rt,� -' CONTOUR ;57 [NO SB CLASSIFICATION SCTM N0.: 1000-114.00-11.00-001.000 SANITARY �C�r�, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL UTILITY LA o W 3 I ?`�'SO,, 0 I � \_� � � 247 m� 24.5 za.a � I I O TELECOM MANHOLE v> COVER xxo I d Q 0 J �° � d d ° I TREE BORING LOG DATA SHEET SCDHS REFERENCE NO. C24-0297 Lei N Q (BORING BY:SOIL MECHANICS DRILLING CORP.) cn LIMIIT OF CLEARING DATE: 05/03/2024 • J �I n FIELD DATE:12I14/2017 N &GRADE - -LG(�- N.T.S. SCALE: AS SHOWN 0_ GARAGE �S6' >O+ 239 23.A \I' DISTURBANCE now Or I `7 s �_ / © � � \ SOIL BORING B-2 Dou formerly 23.9 An 10s Housler & I n0 GARAGE _N$am \` �' �� y5 CONNECT FIRE DEPARTMENT FDC PROJECT NUMBER: 23200 REFERENCES O I ea HOUSIer 9 5$ 50»W •�„..`ac © ` ( ) THIS PLAN REFERENCES: DRAWING BY: AM -a Kar n o� for y Ill oLE -6 o alcomson I 275,45► 4< Q Q I GARAGE �\ SANITARY STRUCTURE SCHEDULE BOUNDARY AND TOPOGRAPHIC SURVEY CHECKED BY: MP TAX 4.b1l EDGE .,2_ L _c USE. RCS 27 now or form erl z4.s3 , T OR zs.oa`•s.zs PREPARED BY: O -� •L ZONE. ENCE John A. Y r10W NEWAY STRUCTURE EFFECTIVE TOP OF BOTTOM INVERT INVERT AMERICAN ENGINEERING&LAND SURVEYING P.C. APPROVED BY: MP a-C PUBLIC R-40 I TAX LOT. BOgllvl I Don or former! NUMBER STRUCTURE TYPE DEPTH RIMIGRATE RINGS OF RINGS IN OUT 1171 OLD COUNTRY ROAD-SUITE 6 -' U I I Pu NE'R 40nA uSE. TAX LOT Linda Cost S-1 PROPOSED4'OPRECASTCONCRETEPRETREATMENTTANK --- 24.11 --• --- 20.90 20.40 DATED:102/191202403 SEAL& SIGNATURE: DOS OFESSIONALENGINE TOTALS ALTERATION OR ADDITION,o �' �' ATER SSE RESID 28 n Cos nZo LICENSED ER IS A VIOLATION OF SECTION 7209, C O SUB-DIVISION 2,OF THE NEW YORK BLIC 1yA�R I RESIDEN�AL USE. 30 T TAX LOT: 20 RESID N77gL A=24.03 ___ __ BUILDING ARCHITECTURAL LAYOUT C� NEWY� I PUBLIC WATER ZONE.•R-4p NE• E S-2 PROPOSED I/A SYSTEM HYDRO-ACTION AN-1100(H-20 RATED) C=24 05 20.00 19.50 PREPARED BY: ���✓�G plLOrrq 9,� STATE EDUCATION LAW WA co DRAWING No: PUBLIC -`40 I JMN ARCHITECTURE P.C. A' TER I A=23.85 406 NORTH COUNTRY ROAD tC S-3 PROPOSED I/A SYSTEM HYDRO-ACTION AN-1100(H-20 RATED) B=23.77 --- --- 20.00 19.50 SAINT JAMES,NY 11780 GRAPHIC SCALE C=23.77 DATED:04/03/2024 NOT (1' ' �' 40 0 20 4o so Teo PROPOSED 10'0 PRECAST CONCRETE DISTRIBUTION LEACHING POOL WITH FRAME AND n G? S-4 11.5' 23.60 21.50 7.50 19.25 19.00 GEOTECHNICAL REPORT&SOIL BORINGS PREPARED BY: t?8i5 v SOLID COVER OVERALL SANITARY & UTILITY PLAN S-5 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL WITH FRAME AND SOLID COVER 11.3' 23.40 21.50 7.50 18.80 --- SOIL MECHANICS DRILLING CORP. OA�OF �P Eo 3770 Know what's below. ( IN FEET ) S-6 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL WITH FRAME AND SOLID COVER 11.3' 23.50 21.50 7.50 18.80 --- SEAFORD, Y 11783 Call before you dig. 1 inch = 40 ft. S-7 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL WITH FRAME AND SOLID COVER 11.3' 23.20 21.50 7.50 18,80 --- VICINITY MAP BACKGROUND DATA 1-800-272-4480 rY PROVIDED BY MAPS.GOOGLE.COM MARL PIL®TTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 5 OF 14 YAKey CivilTrojects12023123200_JMN Architecture._14300 Main Road..MattitucklDrawingslKey CiviQ3200_2025.08.19...SPP11._SPDES._RPZ3.dwg 9 i BACKFILL WITH NATIVE SOIL INSTALLATION INSTRUCTIONS S r ER POWER CIRCUIT "0 rr PUMPICOMPRESS 24 CHIMNEY SEE NOTE 13 10� X 8 THICK TRAFFIC RATED 1. EXCAVATE SO THAT TOP OF THE 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE (DEDICATED 110 V SERVICE ON A 20 AMP BREAKER) a HYDROACTION TOPPING SLAB 24 HEAVY DUTY LOCKING BASES ARE 4. IED GRADE. THE PERFORATED PRECAST CONCRETE MANHOLE ' 8 X 8 THICK TRAFFIC RATED FOR AN800 AND AN1100 APPROVED 50' BELOW FINISHED C61 HYDROACTION TOPPING SLAB CI COVER TO GRADE BY SCDHS APPROVAL NO. NS-002 SECTIONS SHALL BE AS PREVIOUSLY APPROVED BY SCDHS, SCDPW OR NYSDOT FOR TRAFFIC M1 rt r} (3 LOCATIONS) BEARING STANDARDS. ,� �� SEE NOTE#2 FOR PRETREATMENT TANK SEE NOTE 11 L1 BLK o-_ BLK I BLK SP1 ,T~- LJ SEE NOTE 12 2. INSTALL 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE BASES. � �,< = N J t / SPRAY BY PREVIOUSLY APPROVED BY SCDH -� I ti O SEE NOTE 11 x PUMP I REMOTE PLC CONTROL PANEL _ 12 3. EXCAVATE 5.33 BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF PRETREATMENT � '� 2S N wHT N WHT N�---------- L� MOTOR ;PUMP RATINGS: / W/HP 150 COMPRESSOR COMPACTED NATIVE FILL, TYP - „ TANK, AND EXCAVATE 6.83' BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF '° 2� N��EI �� 0 ; > - LL0 ��� ��� -'� EC50-30-L-1 -PLC AS SEE NOTE 10 N 18 18 �4" 260 _ 3/4HP @ 115V TREATMENT TANK. �! co, '€��tc rratoo7l ka G =� MANUFACTURED BY OPS(OR . CB2 CSR 6 LOOPS 15.0 F.L.A. APPROVED EQUAL) PENETRATION HOLE 4. FINISH GRADE NATIVE SOIL BELOW THE PROPOSED TANKS TO BE LEVEL ±1/4-INCH. s; M2 2° MIN � � 6602o 0 0 SEE NOTES 7 & 8 --- Ir 5. INSTALL PRETREATMENT AND TREATMENT TANKS ORIENTING THE PREDRILLED HOLES IN THE BLK � � BLK � RP1 ----------i RECIRC �t PUMP RATINGS: --- ___ --- --- 10 MAX (4 LOCATIONS) " t BETWEEN BOTTOM OF SLAB CORRECT ORIENTATION AS SHOWN IN THE PLAN. I PUMP 314H P @ 115V = WHT WHT t / FROM DWE''_LING AND TOP OF ACCESS COVERS 6. PLACE AND COMPACT NATIVE BACKFILL BETWEEN PRECAST CONCRETE MANHOLE BASE AND 1 Niattituck ffolL,A e N ----------�\ MOTOR 15.0 F.L.A. To INVERT IN PER PROPOSED PLAN-.- TANKS. BACKFILL SHALL BE PLACED IN 8-INCH MAXIMUM LIFTS AND MECHANICALLY I DRAINFIELD-� COMPACTED. CEASE THE PLACEMENT OF THE FILL 3-INCHES BELOW THE CROSSOVER PIPE. c+ • �•, .. 0 7. REMOVE A 1-FOOT X 1-FOOT SQUARE HOLE AT THE BOTTOM OF THE 3-FOOT HIGH PERFORATED 1WtDTNVARtES) t. WETLANDS BLK - BLK M3 BLK J{l r� L � MIXER \�� PUMP RATINGS: \�/ / / /% ���%\��%\/%\��\��%\ \���\��\\��\\���\��`� I o PRECAST CONCRETE MANHOLE AND SET THE HOLE DIRECTLY OVER THE INLET PIPE AND ON BOUNDARY , O- iviP i f 7 t TOP OF THE 4-FOOT HIGH BASE. 177 PUMP ;3I4HP @ 115V 8 4 PRECAST CONCRETE i w i WHT / PERFORATED MANHOLE B. REMOVE 1-FOOT X 1-FOOT SQUARE HOLE WHERE THE CROSSOVER AND OUTLET PIPES WILL BE .' ''.: 'l t j N ----------� MOTOR 15.0 F.L.A. SEE NOTE 1 INSTALLED. i° HYDROACTION 10'0 PRECAST CONCRETE 9. INSTALL ELECTRIC CONDUIT AND AIR LINES. ' y -� PERFORATED MANHOLE SECTION : C64 PRETREATMENT TANK \ `\• 1Q.INSTALL INLET OUTLET AND CROSSOVER PIPES. BACKFILL WITH NATIVE FILL IN 8 MAXIMUM '�' �, -, "• -- -� \� DEDICATED 20 A,110 V POWER 1/2"SCH.80 AIR LINE SEE NOTE 5 SEE NOTES 2 ' `� ,',; CRY O city (0 i I ----------� v COMP. RATINGS; LIFTS TO TOP OF THE PRETREATMENT / TREATMENT TANKS AND HAND TAMP FILL. CAUTION Map data t�2O24 Terms Reporta map error COMP tl CABLE,ROUTED IN 3/4"PVC TO AN800 SHALL BE TAKEN TO MINIMIZE TAMPING OVER SEWER LINES AS TO NOT DAMAGE THE WHT --------- 11 MOTOR � 114HP @ 115V FROM BCONDUIT(GFI UILDINGTOTHS 20 ) UNDISTURBED GROUND SEE NOTE 5 TREATMENT TANK GASKETED SEAL INTO AND OUT OF THE TANKS. N / 5.4 F.L.A. RATED JUNCTION BOX SEE NOTE 5 11.INSTALL AND ROTATE TOPPING SLABS SO ACCESS HOLES ARE ALIGNED WITH THE ACCESS VICINITY MAP N.T.S. COMPACTED NATIVE FILL, TYP BOTTOM OF EXCAVATION COVERS IN THE PRETREATMENT AND TREATMENT TANKS. W NOTE:ALL MOTORS MUST HAVE SEE NOTE 6 (2 LOCATIONS) 12.INSTALL PRECAST CONCRETE CHIMNEYS ON TOPPING SLAB WITH HEAVY DUTY CAST IRON PROJECT DATA INTERNAL OVERLOAD HYDROACTION AN-1100 CONTROL PANEL SEE NOTES 3 & 4 FRAME AND COVERS TO GRADE. PROTECTION. N.T.S, 13.BACKFILL AND COMPACT THE OUTSIDE OF THE PERFORATED PRECAST CONCRETE MANHOLES TO APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART PROPOSED GRADE WITH NATIVE BACKFILL. BACKFILL SHALL BE PLACED IN 8-INCH MAXIMUM 27835M OX 926 ROAD BLU LR1-Q1 RED,^NH WHT CUTBHOGUE,NY 11935 2 M1 LIFTS AND MECHANICALLY COMPACTED. BLU LR1-Q2 PINKMlH M2 WHT HYDRO-ACTION H2O KIT (AN1100) 14.CONTRACTOR SHALL CONTACT WASTEWATER WORKS, INC. AT (631)-591-0818 TO ADDRESS TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 L N.T.S. QUESTIONS OR PROVIDE ADDITIONAL INSTALLATION INSTRUCTIONS. SITE AREA.................................. 242,298.52 SF(5.5624 Acres) PINKNJH DEDICATED 20 A,110 V POWER CABLE, CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) A ROUTED IN 3/4"PVC CONDUIT(GFI RECIRC RUNNING PROTECTED)FROM BUILDING TO HS-20 CURRENT USE........................... CHURCH BLU I LR1-Q3 YELIWH WHT RATED JUNCTION BOX M3 PROPOSED USE......................... PARISH CENTER ............................................................................... ....... ............................ . ...... .................................................................... ........... .. ................. .... . .... ......... ......... . .. YELNVH EXISTING Print/Part Number Description Revision Date 5 7 SF G MIXER RUNNING REMOTE PLC CONTROL PANEL WITH INCOMING SERVICE HA-190312-U AN-1 100 Wastewater Treatment System 5/15/2024 PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) BLU wHT HP80 COMPRESSOR MODEL o ........ ........ .... ..................................... ........... . ..... .......... ......... ......... .. ....................................... _.-_.._.-. _.......... Y.273 SF COVERED ENTRY: NEW 20 AMP. Tank installed individually and Plumbed n ie ITEM NO Part s e d b a 51 a t Number DESCRIPTION LR1 EC50-30-L-80-PLC AS MANUFACTURED �' p QTY. 1 POLE BREAKER GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF LR1-Q4 BY OPS(OR APPROVED EQUAL) _.._..........._........._........................... (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF 178 Min. """" """" " -' -' 1 HA-ANI 100-P Tank AN-1 100 245 ATU (AP1500) 1 TOTAL...................................................1Q528SF BLU I 4 RED 16 PLC INPUT Lifting Locations BLU AS-1 PINK UTILITY 2 HA-180116 AN-1100 Pretreatment (PP1200) 1 REFER TO MANUFACTURER FOR v INSTALLATION DETAILS RUN AUD. 3JHAAssembly, Re-Circulation AN-I 100 BLU 5 �L `` 6 RED CIRCUIT --+ ' -13005X 245 Complete :.ALARM BREAKER METER l` ORO BRN PANEL ..- ..� HWA MUTE I HYDRO-ACTION p ) I CONTROL � 082 �J 91 BLU TEST PANEL .` �. ..:#` r p '9 - - - ALARM z _ '' ° ' � 1) All auxiliary plumbing,wiring, and installation methods must conform to EX.GROUND ROD all county, state, province, and local Cade. 11 08/19/25 AD ISSUED FOR BID O i LIGHT = r..'.i ... :...t.. 1 2) All plumbing and connections to be plumbed with SCH 40 pipe or 10 07/08/25 AD REV.PER TOWN AND NYSDOT COMMENTS RED BLK RED WHT NOTES: _ � ....:.-:. y/ equivalent. 1. BURIED ELECTRICAL POWER CONDUITS SHALL BE A MINIMUM OF 24 INCHES BELOW GRADE. 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS 4 ........... b 2. ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC. A �_ 3 Flange Width 3) All pipe and conduit penetrations to be sealed with Adapt-A-Flex 0 Lifting Locations - grommets that meet ASTM C1644 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 ENABLE ELECTRICAL ONE-LINE DIAGRAM DETAIL M All Risers and Lids 024" 4) All nlanufaciurer electrical connections are terminated in NEMA rated 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 YEL PLC INPUT N.T.S. � Sewage Inlet enclosures with NEMA rated cord grips. (NEMA 4X Min.) O Treated Effluent Outlet 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT ,'°n 3� (Gravity) 5) For details pertaining to installation requirements, (tank assembly, REV.PER UPDATED ELECTRIC AND RPZ WATER - 5 12/06/24 AD .-� - -- internal plumbing connections,wiring etc see HydroAction Installation SERVICE LOCATIONS p g J ) .' E r'. Manual, and additional System detail prints. REV.PER UPDATED ELECTRIC AND TELECOM OVERRIDE �'' "w Y p 4 11/22/24 AM BLU --�,L' `..` 4 YELMH 12 PLC INPUT ''";`! �' SERVICE LOCATIONS I_JJr _Z_ CSR T '9 _ ,,.'� '� 6) Any additional questions pertaining to HydroAction AN series 3 10/02/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND L-� BLU WH.PINK �' I _ ...:::.:.., ..:.. ` 110.2 wastewater treatment systems, contact HydrOAction. SCDHS COMMENTS DATED 10/02/24 14 PLC INPUT DOMED SHAPE FOR MAXIMUM 7C LOAD STRENGTH 80 2 07l19/24 AM ISSUED TO TOWN TAN A104 �,;,.;. ; 1 05/14/24 DID REV.PER CLIENT COMMENTS :... .. W TIME DOSE 17 PLC INPUT HANDLE FOR EASY REMOVAL 70 c OF SAFETY SCREEN NO. DATE BY DESCRIPTION 64 Y:.:..: Hydro-Action Specifications 92 _ - BLU ; DEMAND ; y -...._..- -p -*+ I :: Model AN-1 100 REVISIONS TANIWH _ 'I. Daily Treatment Capacity 1,100 Gallons SPRAY 0 IH PLCINPUT n Total System Working Volume 3,108 Gallons ' ' .' 80 NOTES: 1. FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. z Pretreatment workingvolume t,144 Gallons IN THE PANEL. SIZED TO FIT INSIDE +n ! DASHED LINES INDICATE ITEMS NOT CONTAINPretreatment Aerobic Working Volume 1,38t Gallons W1 B1 W1 AN BE USED WITH OR FIRST 24"RISER r' I g REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-Ibs. 025.08° Tank Clearifier Working Volume 583 Gallons WITHOUT SCREWS (� 9 FIELD WIRING MUST BE A MINIMUM OF 600C COPPER WIRE. Treatment Certification NSF 245 :.-.., ..:. 2, SPRAY PUMP IS ONLY REQUIRED FOR PRESSURIZED LEACHING FIELDS. c M � ATU Tank 22 I Supply Power Requirement 1 Phase 120VAC 60Hz 20Amp OWTS CONTROL PANEL ., Air Supply HiBlow HP-200/ 7.0 CFM ONE LINE ELECTRICAL DIAGRAM POLYLOK 24" SAFETY SCREEN _ - • _ Tank Material _ Fiberglass __....... 664 BLUE POINT ROAD, UNIT B Clarifier Material --�-��� ����������� Fiberglass POLYLOK24"0HDPE,PARTNO.3008-SS p--.u°� HOLTSVILLE, NEW YORK 11742 (OR APPROVED EQUAL) Blower/ Controls Housing Polyethylene �. .;" (631) 961-0506 N.T.S. 7 °> . " " 't IN � Drawn by Scale Sheet Material Weight Tolerances Unless Otherwise Specified Signature wWW.KeyCIVlIEnglneering.COm n p�"r7rrrurf� r��" 1:32 1 : 18 Assembly ` 2025 or 1° .................. ........... ....... .................... PROJECT NAME ROMAN CATHOLIC CHURCH OF THE SACRED HYDRO-ACTION (AN1100) HEART PROPOSED PARISH CENTER N.T.S. 14300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 TOP OF STRUCTURE DRAWING TITLE PROPOSED 1-STORY PROPOSED CLEAN EL.=22.08 OUT,SEE TYPICAL S-2 RIM B&C EL.=24.05 BUILDING WITH DETAIL BOTTOM OF SLAB S-3 RIM RIM B&C EL.=23.77 SANITARY PROFILE & PARTIAL CELLAR EL.=22.33 SCTM NO.: 1000-114.00-11.00-001.000 INLET PIPE MIN.4"07 INLET PIPE MIN.4"0 SDR-35 PVC INLET PIPE MIN.6"0 SDR-35 PVC SDR-35 PVC PITCHED AT PITCHED AT A MIN.1/8"PER FT PITCHED AT A MIN.1/8"PER FT DETAILS RIM EL.= A MIN.1/4"PER FT S-2 RIM A EL.=24.13 a"PJ SDR-35 PIPE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL FINISHED FLOOR EL.=25.00 2411 S-3 RIM A EL.=23.85 PITCHED AT A MIN. RIM EL.=23.60 S-5 RIM EL.=23.40 1/8"/FT MIN.SLOPE S-6 RIM EL.=23.50 SCDHS REFERENCE NO, C24-0297 TOP OF - _ _ S-2/S-3 INV OUT S 7 RIM EL.=23.20 INV.IN STRUCTURE, ='I - DATE: 05/03/2024 EL=20.90 , a '. - --- --- .°. --- \ EL.=19.50 . SCALE: ,..�-:...,;.; ,.:• EL.=21.90 \ .. . --- --- � --- .-r''-` 20" ='ry"T�s-. N.T.S. / j : .. TOP OF _ = ----------- - - ®®® i STRUCTURE ®®tom j TOP OF INV OUT � 9®®®� EL.=21.50 STRUCTURE PROJECT NUMBER: 23200 CAST IRON PIPE SHALL EL.=21.90 �_ INV OUT y 3" ®®®- 4" ®®® 4" EL.=21.50 DRAWING BY: AM EXTEND THROUGH ' ? EL.=20.40 FOUNDATION WALL 23.6' i1 5' I I CHECKED BY: MP A MIN.OF 2'. (10'MIN.) (MIN.) , / I I III I I II I III TI \/ m a APPROVED BY: MP CELLAR FLOOR EL.=17,00 �..--4-0^--� \+ III I I ( I° LU ? S-5-S-7 ° S-2/S-3 INV IN i / LU / INV IN W 14' INV N PROFESSIONAL ENGINEER ISA a EL.=20.00 \ \' >- W 14' SEAL & SIGNATURE: ALTERATION OR ADD•.TION TO THIS \ \ > DOCUMENT EXCEPT BY A LICENSED STRUCTURES-1 >/ I / EL.=19.25 r- EL.=18.80 INLET PIPE MIN.4"0 \�\ /\ .I 8' c> INV OUT EL. � PRETREATMENT TANK \ \ \ III MIN. U_ =19.00 w NEW VIOLATION OF SECTION 7209, �j, SUB-DIVISION 2,OF THE NEW YORK SDR-35 PVC PITCHED AT �\>%/ /\ ( ) „ U_ (��r }'+� N.T.S. %\/ \� \�\//\//\ \// / $ w STATE EDUCATION LAW A MIN.1/4"PER FT ��\/ / (MIN.) P�G PiLopr� BOTTOM OF STRUCTURE <\ �� �\\��\ �� jam\ �\ � \ < t co ' P * DRAWING No: EL.=16.40 BOTTOM OF STRUCTURE BOTTOM OF STRUCTURE (S-2/S-3)EL.=14.67 (S-2/S-3)EL.=12.83 �-^ 10'-0" BOTTOM OF .. 10'-0" STRUCTURE BOTTOM OF * r W s' 1 w 3.0'MIN.ABOVE STRUCTURES S-5-S-7 'r NOT (� V ALED STRUCTURE S-2&S-3 STRUCTURE S-4 EL.=7,50 10'O LEACHING POOL STRUCTURE(S-5-S-7) n 0 HIGHEST RECORDED th I/A SYSTEM:HYDRO ACTION AN-1 100 10'0 DISTRIBUTION LEACHING POOL EL.=7.50 (SEE SCDHS DETAIL) (SEE SCDHS DETAIL) WATER ELEVATION (SEE SCDHS DETAIL) a815 v HIGHEST RECORDED GROUNDWATER ELEVATION=±3.58 N.T.S. N.T.S. N.T.S. Cj-6 -AS PER USGS MONITORING WELL DATA CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK STATE PROFESSIONAL ENGINEER #081558 6 OF 14 Y:1Key ClviRProjects12023123200.JMN Architecture_14300 Main Road_Mattituck\DrawingstKey Civil123200--2025.08.19._SPP11._SPDES_RPZ3.dwg i s �'S 1 ';. , . }� h V, �•'' �o��"O<�, S Via; HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID COVER ?j l2�` �OE�' `L �`m.. SETS BY EJ OR APPROVED EQUALS �"5"�- 260 ?>:. MODEL No.:V1600-3 RG REV/GS CPH2 CV UND(LOCKING) ✓- ��°T' 0 } HEAVY DUTY GRAY IRON(CL35)FRAME&SOLI dPond 4"PRECAST CONCRETE `�° �pEl COVER SETS BY EJ OR APPROVED EQUALS COLLAR TO BRING " MODEL No.:V1600-3 RG REV/GS CPH2 CV UND PENING MUST BE OVER 4�0 PRETREATMENT TANK NOTES: MANHOLE TO GRADE "MIN CONCRETE TOP SLAB + ':' (LOCKING) OUTLET DROP TEE TO SUPPORT H-20 *d"' FINISHED GRADE VEHICULAR LOADING 4 000 FINISHED GRADE 1. ALL MANHOLE SECTIONS SHALL CONFORM TOA.S.T.M.C-478, ( ' Ma4 l LICK ,. LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST TOP OF RINGS REFERS TO THIS POINT PSI AT 28 DAYS) j� RECAST CONCRETE RISERS REINFORCED CONCRETE MANHOLE SECTIONS. (SEE SANITARY STRUCTURE SCHEDULE) 0 24" UTLET PIPE FOR 2. MANHOLE RISER SECTION TO BE FURNISHED IN UP TO 2'IN HEIGHT, INLET PIP ca SANITARY DISTRIBUTION I1 lW(pTHVARIES) WETLANDS £ N AS REQUIRED. PITCHED AT AMIN.1/8'YFT --- POOLS ONLY.PIPE BOUNDARY ' "MIN CONCRETE TOP SLAB TO i4 L '`"" --- ` TOP OF RINGS REFERS TO THIS POINT I 1-�...20".._1 PITCHED AT A MIN, SUPPORT H-20 VEHICULAR LOADING 1 (SEE SANITARY STRUCTURE SCHEDULE) 3. LOADING TO CONFORM TO AASHTO H-20 LOADING. — 1/8"/FT % . --- ( 0 PSI AT 28 DAY ) 12 MIN z 4,00 S •.: •': �; '..:.:• . '.,.• t ,•. :•''•:• ALL CONCRETE IS TO MEET 4,000 PSI AT 28 DAY SET. 3"' --- "OTee = °�° o l .� 5. ALL OUTLETS ARE TO BE SET AT THE SAME ELEVATION,0.1' I_ MINIMUM BELOWINLET(S). '' ® �o� ® fff FLOW LINE ........, 6. THE MAXIMUM CHANGE IN ELEVATION BETWEEN INLET AND OUTLET g L Fes. i; sss INVERTS SHALL BE NO GREATER THAN 2 FEET. ` o , O ? '""' '" �$";✓ ' Map data c�2O24 Terms RepOrta map error FROM BUILDINJ ( ) o 0 =�I� \ MIN.6"0 SDR-35 PVC PIPE _ T01/A UNIT z �� N ® lQ�l� �\ VICINITY MAP PITCHED AT A MIN.1/4"IFT c� D CL MIN.6"0 SDR 35 PVC PIPE D �`ni� o PITCHED AT A MIN.1/4"/FT ® �X= ® N.T.S. TO I/A UNIT \ �u>� ® 1=_=1 PROJECT DATA b N "OTEE a m�1= v w APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART � ONOLITHIC w BASE SECTION 3'-0" 27835 MAIN ROAD 10'-0"0 MIN P.O.BOX 926 ' 12"MIN ~ , r.•'.. Y11935 • ' " " 3'-O"MIN TAX MAP NUMBER..................... D sL 1000,SeCt 114,Block 11,Lot 1 4'-0"O - I HIGHEST RECORDE SITE AREA.................................. 242,298.52 SF(5.5624 Acres) 4'Q1 PRETREATMENT TANK DETAIL GROUNDWATER��� CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) N.T.S. --- ACKFILL MATERIAL SHALL B E CLEAN SAND AND GRAVEL CURRENT USE........................... CHURCH NOTE PROPOSED USE......................... PARISH CENTER U MIN.PENETRATION INTO A VIRGIN STRATA OF SAND AND GRAVEL EXISTING FOOTPRINT............... 8,567 SF PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) LEACHING POOL DETAIL COVERED ENTRY:273SF N.T.S. GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF TOTAL...................................................10,528 SF NOTES: 1. SEE SPECIAL NOTES ENTITLED "OWNER REQUIREMENTS FOR WATER MAINS AND APPURTENANCES" FOR ADDITIONAL INFORMATION ON THRUST RESTRAINT REQUIREMENTS. 2. THRUST RESTRAINT USING THRUST BLOCKS OR RESTRAINED LENGTHS ARE SHOWN ON THESE SHEETS. 11 08/19/25 AD ISSUED FOR BID THRUST BLOCKS, RESTRAINED JOINTS USING TIE RODS, OR RETAINER GLANDS ARE ALL ACCEPTABLE METHODS TO NYSDOT. HOWEVER, THE THRUST RESTRAINT METHOD SELECTED SHALL BE APPROVED BY 10 07/08/25 AD REV.PER TOWN AND NYSDOT COMMENTS THE SYSTEM OWNER. 3. IF THE OWNER OF THE WATER SYSTEM REQUIRES A METHOD THAT RESTRAINS INDIVIDUAL JOINTS, EACH 9 04111/25 AD REV.PER TOWN AND NYSDOT COMMENTS JOINT THAT FALLS WITHIN THE MINIMUM RESTRAINED LENGTH, MEASURED FROM THE CENTER OF THE FITTING, AS SHOWN ON THESE SHEETS SHALL BE RESTRAINED, AND SHALL WITHSTAND THE MAXIMUM 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 SURFACE GRADE PRESSURE APPLIED TO THE SYSTEM. 1=1 I 1=1 _ _ _ 4. CLASS A CONCRETE SHALL NOT BE PLACED UNDER WATER. THE CONTRACTOR SHALL DEWATER THE 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 11 =I I- 1=I 1=I 11=I I 1-1 1 1—I 11=1 1 1-11 1-1 1 1-1 1 I—,-I—'' =1 OR A TYPE CONCRETE N APPROPRIATE R PLACEMENT TECHNIQUES. EXCAVATION PL CET E G CO C ETE USING PRO RIATE UNDERWATER PL E 10,(TYP.) r_�—DETECTABLE MARK-OUT TAPE 5. CONCRETE FOR THRUST BLOCKS SHALL NOT BE ALLOWED TO COVER OR INTERFERE WITH JOINT OR 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT COLORED FOR UPPER UTILITY AS RESTRAINT HARDWARE. PLASTIC SHEETING OR BUILDING FELT MAY BE PLACED OVER PIPE OR FITTINGS REV.PER UPDATED ELECTRIC AND RPZ WATER PER APWA UNIFORM COLOR CODE. TO PREVENT CONCRETE FROM ADHERING TO SURFACES. CONCRETE FOR THRUST BLOCKS SHALL BE 5 12/06/24 AD DETECTABLE MARK-OUT TAPE POURED AGAINST UNDISTURBED SOIL. SERVICE LOCATIONS REV.PER UPDATED ELECTRIC AND TELECOM COLORED FOR LOWER UTILITY AS 10'LONG SLEEVE(SPLIT 6. FOR BENDS, BEARING AREA SHALL BE PARALLEL TO THE EDGE OF THE FITTING AT THE FITTING MIDPOINT. 4 11/22/24 AM SERVICE LOCATIONS PER APWA UNIFORM COLOR CODE. POLYETHYLENE)PLACED 7. FOR TEES, BEARING AREA SHALL BE PERPENDICULAR TO THE BRANCH (SINGLE LEG) AXIS. REV.PER TOWN COMMENTS DATED 09/11/24 AND 10'(TYP.) UPPER UTILITY 1MIN 3 10/02/24 AM SCDHS COMMENTS DATED 10102/24 8. FOR REDUCERS, BEARING AREA SHALL BE PERPENDICULAR TO THE FITTING AXIS. THE MINIMUM THICKNESS ALONG THE FITTING AXIS SHALL BE V-O" OR THE LENGTH BETWEEN THE BELLS, WHICHEVER 2 07/19/24 AM ISSUED TO TOWN WIDTH 15 SMALLER. 12" PLUG&FERRULE 9. THRUST RESTRAINTS FOR SIZES OVER 24 NPS OR FOR FITTINGS NOT SHOWN ON THESE SHEETS WILL BE 1 05/14/24 DID REV.PER CLIENT COMMENTS DESIGNED ON A CASE BY CASE BASIS, AND WILL BE SHOWN IN THE CONTRACT DOCUMENTS. 12" PLUG&FERRULE GRADE UPPER UTILITY 1"MINIMUM SEPARATION 18"SEPARATION WHERE POSSIBLE HEIGHT NO. DATE BY DESCRIPTION 10. THRUST BLOCK SIZES AND MINIMUM RESTRAINED LENGTHS SHOWN ON THESE SHEETS ARE BASED GRADE 8" CONCRETE UPON THE FOLS OW NG ST T ANDARDACTOR ONDITION& 1.e• 5'-0" - DEPTH OF COVER REVISIONS HOUSING(3,000 PSI) 8" CONCRETE 10'LONG SLEEVE(SPLIT 200 PSI - WATER SYSTEM TEST PRESSURE HOUSING(3,000 PSI) APPROVED SEWER l J POLYETHYLENE)PLACED 14 PSI - SOIL BEARING CAPACITY T PIPE LOWER UTILITY- OVER LOWER UTILITY 90 LB/CF - SOIL UNIT WEIGHT F APPROVED SEWER PLAN VIEW END VIEW It. FOR INSTALLATIONS NOT MEETING THE CONDITIONS OF NOTE 10, THE CONTRACTOR SHALL SUBMIT "'•:;, PIPE 45°ELBOWS APPROVAL OF RESTRAINT LENGTH CHOSEN. UTILITY CROSSING NOTES: CALCULATIONS TO THE ENGINEER FOR ' '45°ELBOWS 1. CONTRACTOR TO INSTALL 1 O LENGTH OF DETECTABLE MARK-OUT TAPE 12"BELOW GRADE ABOVE EACH UTILITY 60°WYE 12. TO DETERMINE REQUIRED SIZES FOR DIFFERENT CONDITIONS, MULTIPLY THE DIMENSION BY A % AND CENTERED ON THE CROSSING. ;e 2. DETECTABLE MARK-OUT SHALL BE BRIGHTLY COLORED AS PER APWA UNIFORM COLOR CODE FOR EACH UTILITY. FACTOR OF THE SPECIFIC VALUE DIVIDED BY THE STANDARD VALUE. Fl.(� EXAMPLE: FIND THRUST BLOCK DIMENSION FOR 12 NPS 45c BEND WITH 100 PSI TEST PRESSURE: TYPICAL UTILITY CROSSING & MARKING TAPE DETAIL FROM TABLE "45c BEND THRUST BLOCK DIMENSIONING", "All n r� 11 AREA REQUIRED AT 200 PSI IS 4'-6" X 2'-3" = 10.125 SF ALTERNATE A ALTERNATE B N.T.S. FOR USE 100WID PSI, AR A= 10.1 5 1'16' = 5. SF 0 /200) 06 SF) CIVEL NOTE UNDERGROUND UTILITY INSTALLATION MARKING TAPE 6E4 BLUE POINT ROAD] UNIT B 1. CLEANOUT(S)LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC BEARING FRAME AND COVER. s 11742 LE HOLTSVIL 2. ALTERNATE"A"IS FOR BENDS,ALTERNATE"B"IS FOR USE WITH BUILDING EXTENSION/CONNECTION. A. SCOPE ( E 9 NEW YORK RK K THE CONTRACTOR SHALL FURNISH AND INSTALL AN UNDERGROUND MARKING TAPE ALONG ALL SEWER,WATER,GAS,AND ELECTRIC MAINS& MINIMUM RESTRAINED LENGTH OF PIPE (FT-IN) L TYPICAL CLEAN-OUT DETAIL CONNECTIONS. FITTING 4 NPS 6 NPS 8 NPS 10 NPS 12 NPS 14 NPS 16 NIPS R 18 NPS 20 NPS 24 NPS www.KeyCivilEngineering.com N.T.S. B. MATERIALS 11 1/40 BEND V3" 2'-0" 2'-6" 3'-0" Y-6" 44" 44" 51-0" 5'-6" 6'-3" THE MATERIAL SHALL BE SOLID PLASTIC TAPE WITH A MINIMUM THICKNESS OF 4.5 MIL.THE TAPE SHALL BE RESISTANT TO ALKALIS,ACIDS AND 22 %2c BEND V-3" 2'-0" 2'-G" Y-O" 3'-6" 4'-0" 4'-6" 5'-0" V-6" 6'-6" PROJECT NAME OTHER DESTRUCTIVE ELEMENTS. THE TAPE SHALL BE GREEN FOR SEWER,BLUE FOR WATER,YELLOW FOR GAS,AND RED FOR ELECTRIC,3"MIN. 450 BEND Y-O" 4'-0" V-3" W-3" V-6" 8'-6" 9'-6" 10'-6" 11'-6" 13'-G" WIDTH,MARKED WITH THE WORDS,"CAUTION-SANITARY SEWER","CAUTION-WATER","CAUTION-GAS",AND"CAUTION-ELECTRIC". THE 900 BEND 74" 9'-9" 12'-6" 15'-6" 184" 204" 234" 25'-6" 284" 32'-6" ROMAN CATHOLIC CHURCH OF THE SACRED WARNING SHALL BE REPEATED EVERY 16"-36". DEAD END 8'-6" 12'-6" 1 164" 19'-3" 234" 1 264" 1 29'-6" 1 334" 1 36,-0" 42'O" HEART PROPOSED PARISH CENTER C. INSTALLATION NOTE: PVC PIPE WILL TYPICALLY HAVE SLIGHTLY GREATER RESTRAINED LENGTH 14300 MAIN ROAD AFTER PARTIALLY BACKFILLING AND LEVELING THE TRENCHES TO A HEIGHT OF 18"-24"ABOVE THE CROWN OF PIPE/CONDUIT,THE ROLL TAPE NOTE: FOR POLYETHYLENE WRAPPED PIPE, MULTIPLY VALUES IN TABLE BY 1.45 MATTITUCK, NY 11952 SHALL BE MOUNTED ON A WHEEL AND SPREAD ABOVE THE PREPARED SURFACE AS STRAIGHT AS POSSIBLE. THE TAPE SHALL BE HELD IN POSITION BY ADDING BACKFILL AND HAND SHOVELS BEFORE USING MECHANICAL EQUIPMENT TO FINISH THE BACKFILL. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 450 THRUST BLOCK DETAIL DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 N.T.S. DRAWING TITLE SCTM NO.: 1000-114.00-11.00-001.900 SANITARY & UTILITY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL DETAILS 11 SCDHS REFERENCE NO. C24-0297 DATE: 05/03/2024 SCALE: N.T.S. PROJECT NUMBER: 23200 DRAWING BY: AM CHECKED BY: MP APPROVED BY:: MP SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED O� NEW Y PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, PtLOrr q�4 SUB-DIVISION 2,OF THE NEW YORK STATE EDUCATION LAW co DRAWING No: ,— w f NOT f, -ALED ' n�2S ��OBIS v C7 OA�OFE O� CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARL PILOTTA, P.E. PAGE NO: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. 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CHURCH + � �, I I or � ..I '.� t.q U.o --I .." t.o �.2 6 - fl, .::: ;+:�: I . . I . .. tN + t I t.n I t.o _0 t., t.o t.o t.o �t , �� � �t , Ii,-, 'n . I . . . :.: ... .11. . I. .ii.: . . � . .: .11 I: . �+ .11, ... ... .: . I + + + + + + + + � 1:1 . I: . I I 1 ,: . ..: ;_ I :- I p.o �.t • _ .0 � :��: . ... .. �. . I FIRST FLOOR:8,508 SF I . .-�'. : 0.3 0.0 0.0 0.0 0.0 0.0 , I : :. : . 6.0 0 PROPOSED USE......................... PARISH CENTER .._j Cif< I "Cu :: �:I 4. . . .� .: . 0.3 + . �:� I " SF -o ,G.0 G.1 .I .0 t.0 t.0 t.Q t.0 t.o t.0 t.� t.1 t.1 t.1 t.4 1.4 *i.1 12.4 *i t." L.- L., 11 �.� �.5 �A 1 8,L)+5,�r� � t *1., t, -, 1- t t, t.Ed I 1A . t.o *,.o t , I . :.: .I I . rn I .. I :: : ..+�.: , ,� COVERED ENTRY:273 _j ai %J I . . . +. ,, . I � ir Lj G G - 1Ak1.�,� :,.,..d : ...", � fl.) EXISTING FOOTPRINT............... 8,567 SF . .1 . :..:.. f-1 , X m I t+1 t., t.o t., t.o t.0 t.0 t, , . , i , + + . .. 1:1: �i. ... :�, 1.1 i .i�� :, � :: .. ... .: T: :I ..... rn . 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I I En " ,� _____ . . . I � ��_ .. :::I . � � � I� ... : , . . . . . ) 27',:, �".� ----- .. .i i:: ,, I . GROSS FLOOR AREA............... LOWER LEVEL.......................,..............2,020 SF � . ".� . . . .. - - _ � I. : � 11 � _;L1 .o .o �, ,o L, . * 1 I., 1. t.I t.n t.-o +.., 11. '-a,, +4.� �.9 11 I 1.0 t.o I.11 t I, ,40.23'� . ro rcr), *1.p -,..� -,., 11 t., t.� t.� , of L.o _Q ., .0 . t t I + 0 + + + + . + + (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF - ___� .0 0.0 + + + . . . . 'ei 00 +0.0 + -W.O +n � +(,.n I t.� t., t. t -4- -_t _P�t+o I I 0.0 0.0 0.4 ( 0.0 0.0 0 0 0 0 0 0. 0.0 3.2 1 0.0 +0.0 .0 TOTAL...................................................10,528 SF I I +,.o .n t o -1 L 0 t , * * * * + *,.I 1 14.1 I - :.o +..o .0 '. " I - � t� 0 LJ W � 1.0 .n t I t 4 d I.- t., �+,., I., Lo LI '.-I t, - - 1 .3 o� ., .o t�� It.n �,. t 0 1 W 0 t 1�1 ,11. REFER TO PARTIAL I t., �, I . , , 1 4 , . + 1 +, , t.n *,,., >�_n . 'L.o t , - 11 t.. +1... t. . � n, - � 11 t.-, +2 8 +4.- 4.4 4 �.., ., 'O"11.,�� �,_,/t., .� F5_1 i6'. ,., 0 tu **;, I ._� + + + + + + + � + + + + + + + + - I _" � - [Y- . 0.0 0.0 .0 0.0 0.0 .0 0.0 0. 0. 0. 0. 0. 0. 0. + + +0 + +0 + +0 0.0 t.n � , , 1 " t I , 9 0 0 0 0 0 0 0 0 0.0 0.0 .0 0.0 .O 0.0 .0 C75:1 4� - . - _ . + - - t, , + 7 � , I. �,.0 t.-, t -, 1e;o - 2+,., , t., , 11', . . 6 1.4 .2 t.G �t.-1 t.�, �.�, 1.1, .11�1.11 .L__.__.__.�., 2 .7 t .o t.r ;�� I' +,�, ',�', �� t� t. t- t. t. t, t., - t., t LIGHTING PLAN r ,-� \\ I'll -C -0 ' , 0 �0 11 z tl 1,., t.n t., t.n t.o ., . j � . + 0-n*,.,. .,, t., t.� t.n 4 I., t.I �.0 +.10 _0 t.� '., t.1, �.1 1.I +..7 +2.2 `!,." - .0 t., �%.18 t o t -, ( 0 ) W ,.� t t.n t.n t.n t., t. t (THIS SHEET) d � �� � Q ) + + + 7717�i trj �_ 0 ,A�', 0.0 . , + + .*� +_.0 0.0 \0.0 0.0 +0. E 0) ` , L I ., - � 0 0.0 0.0 0 0 0 0 +0.0 +0.0 +0.0 +0.0 '0.0 0.0 0.0 ,,�_,_��t__ " t�_� %4" t.n t.o t.o t.0 t., t.� t.o t.o T_I t.� t.1 t.0 t.1 t.� t.1 *2.0 12.2 + ` t.2 I I I� + �A � E KI ;.O 11, t..j t n to - _�/t., .', I " --1 t.-� I.-, t.1 .It.2. _11.6 I I- ." (�.7 1t., L C31 + + 1%."-%4 n �.n � 6.� , I, " �-..I-�, % .;61 E , , At.o t.1 ,., .o .I *.I *.�, �.f, +2.C(,Ml.5 '4.3� , -, 'A I. t.-, t " I,I-, - ..t., .� o . ,' .illi,,,,iii � 8"I I V 0 I..QJ , . .�&,..�.6.jWIi;I IIIIIIIIIIIIIII .;61. + + + + + + + + + + + + + + + + + + � .Pl" , + + N + + - " 1�. -�--�---\ .0 0. 0. 0.0 0.0 0. . 0 _y --\/ IV' i t.n t.1 raih 1. .I *,.I +4 t 1 *2 - + .., . .1 . I 0 0 0.0 0.0 0 0 0.0 0.0 0.0 0 0 T -0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +,., 3i'.,C) t, . _Ij�..1 A t., +,. .1 t To-, )t.I `I\ 1.1, 1.3 1 t.1 * � +,.o t.o t." t.-o -------------------------- !, i �.o i . . . . ( 0 ) 0 =1 : ;1A rcr", \ - ,/ . 11 08/19/25 AD ISSUED FOR BID * * I *-1 41 ,., t.n +L t.n t., I o t.o t.o t.o t.o t.o t.n t.o .r) 1.3 . + + t.�, P,ft,- t., I t.o t. t.3 t .4\ 1.4 . t..1, + � *1.0 I + �.j � + + + + + 1�;p 1��o (0-.11 41 . t - 7 vpl + .0 0'6-" +0.0 +0.0 +0.0 + . 0.0 .0 .0 0.0 0.0 0 .1 Ld - +0.0 + I 0.0 0 0 0 0 0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0%'_,� +0.0 +0. 10 07/08125 AD REV.PER TOWN AND NYSDOT COMMENTS I I *,,., + a .1 .I ,� , .�,� � - o +.3 , � , ,j t.n t " " I I t., t.I t� I 0 0 .. \ . -_,, t., / I ., t.� t�- , ,.o --t- t.o t.� t,� t.o t.o t.I t.1 t'.- r6-4)t.5 t.6 1.�(Ot.) t.�\t.6 * - t.- *1 I *,.o -0.,.o . ., �.8 - �.3 �.l , I A C__� rcr�l 04111/25 AD REV.PER TOWN AND NYSDOT COMMENTS - . , fr1 m ) ' mt. & . 'o �.o t.1 t.2 t.r_)4 t 1, t.� t., t.� "I t.11 . +.I 7�j " � t.o t.0 t.--, t.-1, +,.-1 t.0 *.I '.� t.4 t.'� t.� t.4 ", +-I t.-o t.o t o t I I rcr), -.0 + + + + + I t., A t.� t. I I � +0 + + � . . . , - .0 0.0 0 0 0 q;�o .0 0.0 0.0 --.�0 �0 0.0 +0.0 S;po +0.0 +0.0 0 0 0 0 0 0 0.0 0.0 0.0 t.� t.o, t.n .r -� t.o to �.o t.Q t.o t.o a + + + + + -; , + . 0.0 . 0.6---o + t.. t.� t.� t.I 1�, � r, � -\ +1 . . I 0 & + -0 0 0.0 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 t., +,.o t., .n .o t.n t., t.o t." t.Q t..o t.o t.1 t.2 t.3 t.- -� o � 1 0), t.p . t.1 bn ) ,�L *-o t.p t.� t.-, *.o +, 1. �. �.�, ',..o t..o t." U-, *1.o - I _�_4_ , - ,. t t t o lo t., t.c t,o t.n t.o t., 1.1 I.,t t.3 ,Cl '16. 1�� �. - . � I t.1 t.o *.I t* 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 t.n ".� t.. . �.3 t.� 'E. 1 *.o U t., t'.I t.o *.o *.o t..1 t.�- "1p t'.Q . A I I . " - / , 0 0% PARTIAL LIGHTING PLAN - - R 0 r U 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT , I., +-, t.... t. t., I�p .,) t.o t..I t.o .1 [�.� �., t..A 1.,� t.� t.- t.1 t.� t.o t t." to.�, t." S.10t.o *.0 �9L .1 *1.8 tl.liot.o +1 -..o t." t.o 10 SCALE:11"=20' II " l� B ' B - 'a) " D . I REV.PER UPDATED ELECTRIC AND RPZ WATER , I , - 1 . . , * + 5 12/06/24 AD I n t.o t.o t.1 t.o .Ilull .. *.; - : _ , -, ,�,' " t.o t.� t." t.o SERVICE LOCATIONS , t.. t, t., J +L.� . �ftT t�., [.I -_ .2 1 t 11 I 1,� 11 -_ .I t. t.� t." t." t." *1.0*1.o t.o & t.o t.o . .o UPDATED ELECTRIC AND TELECOM I I I 11111 I I I I I 1p� 0 1 I 4 11/22124 AM REV,PER U 7 t .1 I., t.-, t.1 * *.o , t- +.- 1 D SERVICE LOCATIONS +,., t.n t t., t., A *1.o n t , �.2 . t'i 7 o t.o t.o t-, *.-i *,..I *.1 t.� *.1, *.o +I.o % I ., > I -n I - 5.�l 1'.- 1. .: , 11 . � 0 , 1 3 10/02/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND , + t I ,% ., ., I . SCDHS COMMENTS DATED 10/02/24 L., ,.n ;. I , t., t., A . � � A . I .- I 11.o t.b*.._ t.o to *1.o t." E. lt , * � + . . . ., 9.1 1 1 , -0., , 0o to * I I t.o t.-o *o /� � i 9.94�';' .+:::- I. t" t"o t,� t., - ,.o I , 19.52' ,4 57.8V A - I :. . ., 6yN I 1.11, .:... I :7+7:.ENWEXT ... 'i,.: :::+. r�� ", 0 . .+: �...�', , � , clo 2 07119/24 AM ISSUED TO TOWN � � .� . + . EA , _ , " �_� , '�' *. + . , III, t , ., t.o *. t t., t.n .1 C. +� I.,m::� ::. .:�.,:: ...... ..�: � 7,: o . : ::::�:: :::: -1.�:I ..... L� ,. t.,� t.o t.n t.o t., - ,+o t.o t.o ).1 ty *.I t..I *.o t.o o +� I +, � t.n t'.o 1.o REFER TO DETAIL SHEET (SHEET C-1 1) ' . .;+:+ . :.:�� . PROPOSED SINGLE-STORY PARISH CENTER I � I . zo�+ 7�+� I + + .I , I 1 05114/24 DID REV.PER CLIENT COMMENTS I— ". :.�: , t..n t.� t.o t., ,.o 'j.o o *..�, * + * , . t t., t., .I t�� .1 C6: +�i��+ " T% 1'. Lootoo t.o *1..1 t.o �.-I -o 0 t. t.o -o I t � t.o t.9 *j.4-1 SITE LIGHTING NOTES FOR LIGHT POLE DETAIL, I t, 'n:i..i � WITH UNFINISHED PARTIAL CELLAR . . 1 ,.�I�i� .11J,1* I A . NO. DATE I BY DESCRIPTION I �::+ 1.0 , '� t., + . UNFINISHED PARTIAL CELLAR:2,0210 SF . :. ` - I, iD 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. *,., "., ,., ".1 .1 . :�:.' .p, 4.2 I.- t., t., 0, t., . *.o to t.-, b, t.,-,Gr,..-, 1'.I t." +,.o t.o t. ✓I + o t.o t.1 .o - . .. A �, I <1i ,�: :. lmi , It I w : . .:ii::�i� .., I t., FIRST FLOOR:8,508 SF 11: . , . j . .�'I 1, t., I t.11 t.o t.�� .��.: ": *,,.3 * - t.n t.0 t.0 T0 * 0 0 � 1.0 I t.-, t.-, t.o *+.- t+0 O� *.I *..16..1 *,.o t 1 t.� t.o .o REVISIONS .� 4� 1.11 ... '5 t- ,:: COVERED ENTRY:273 SF �:. 0 lo. 2. NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR I I .I:. . .1 1,11 I I I. V..., I...I �%� .. "c3o I 0 1 1 1 .:. ii,+ � �iiiil .1i:+'1;11. :�:�' ;." ,, A t,.o t.o * o 1.+o t.o *1.o lo *..o *� 9 I *o t.o, *�,B *,.,fD., t., t.0 t., 6, . , t , *1 *.o .o * - " :!�� .%!I. i1M:++. . WRITTEN APPROVAL FROM THE ENGINEER. t., t., ., . >1 t.0 n t. .i� _:::.: .,�.:� .i:i��..] � , .::1. 1,:_., + � : , , , 11 . ::%i �:: : , G ,,?� .��: �:... �j +, .�. �ff� ...1, ,�, : 91.27- '+,'I :'::: :I - d�' 7: ..� .- � ,.� 4 .23'.::,"�� � - I I t., t" n t.� *1.1�A ".� I t.� 1. t.� t.o t.o .o t.G t t.n �.2 t.1 t.o t.�, a t.n t.o O.o I *.o t t." t.o, t.o, t.o t.o t.o t.o t.1 t..1 *.o + j-q ) t., t.1 ,.o 3. ILLUMINATION LEVELS SHOWN IN FOOT-CANDLES. � M .. 0 - CALCULATION SUMMARY I . . , I I 0 . , e I . . I / t * * , ,�,l + - * -I *.� t.I t.I t.-, t.-, t.o t.o t -t 1 t.- t., +,.o 4. ILLUMINATION LEVELS ON THIS PLAN HAVE BEEN CALCULATED FOR PROPOSED SITE AREA LIGHTS ONLY.ACTUAL - J., , -j., + 1 t.o t�-C.o t.o t.o ., t.o . t.o t.o t.o It., t.o t.o I.o t.o t.n t.o t.o t.Q t.� t.1 '.o Lo t.o ".�- .., . :1 I., , "I " . , t.n If�', ,t,� , W I ; , 1� , ... I 1, - I , LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN MAX/AVG ,, , .. 0 � 0 11 I .. . I , . I Lo ILLUMINATION LEVELS IN THE FIELD MAY DIFFER FROM THOSE DEPICTED ON THE PLAN DUE TO INTERFERENCE . . I I . 7 11, , I t., f5 9 t t , t , t,o tl�o +,�,�� o To " t.o t.o t.o t.o t.o t.o t.� t.o t.� t.o t,� t.o t.1 t.o *.Q . , . , ..t, � 1-t I t - " I.r I 1 'I .o .., U., RAt-0 *1-1, t.o t.I *.,I I In , t.n *..I "." I FROM EXISTING/AMBIENT LIGHTING WHOSE ILLUMINATION LEVELS ARE NOT REFLECTED ON THIS PLAN. I. . ., - I o ///////// GAL 0 L. 1 1 1 1 12�' OVERALL SITE ILLUMINANCE Fc 0.27 4.8 0.0 N/A NIA 17.78 A . ., . : , , . 4 " zt: I, / C S7 TMK 'I 60 � . . �� I . .."..'.. I . - I t., * _o '. . * * * - * -I 0; t.n " '.", .1 � t" 1� _1 I., t.o 1.1 t.� t.q t.� 1 . .. � ,.o T 7 t.o ,.o - , 0. �. t.o . � - --N" - t-0 "[qT ' 1�: 1-0 t-o t-' t-n t-' t-' t-o t-o to *-o t-o 11 t t-o . 6 1 �.o t ,��f.o) ., ._I 1 5. LIGHT CIRCUITRY PLAN PREPARED BY OTHERS. 0 & / .. S (n PROPOSED PARISH CENTER AREA ILLUMINANCE Fc 0.51 4.2 0.0 N/A N/A .. 0 - 0 0 O.- - ���. '#xl2'Lf I " . ; . . t.n I �.o "., & t., t.n t. t.� t.o .. .n t., t.o t., t.o t., t., *•0j" * t.3 A. , , , t UA +..o t. f ,.o , t.q t.o t., t . t L.o � I U * * + , t., t t.o t.o to t.-o ,.o '." .17 ,.o _o " .o ..- -" �.o 111-4 *-I / CIVIL E/2 Fk!//0 1 Irv!M E IR I nN f0mm Lo I I / I .., 6. ILLUMINATION LEVELS SHOWN ON THIS PLAN WERE CALCULATED USING AG132 PHOTOMETRIC SOFTWARE. t.o !�) 1'.o +,.o *" t.1 t.o 0 t..1 t.o JD t.o t.o t.o t. . t.., . t.o t.0 t.0 P t.1 t.n t.0 t.0 1.o t.o t., *1.I t.-o 11 t.I 0.c I�E!*,.-, t., t.;� *,.3 t.I *,.-1, +,.-, t.D 1.0 t I t.! t.0 t.1 +0 0 / 7. NOTE:ALL LIGHTING TO BE SET ON PHOTOCELL SENSOR TIMERS,WHERE LIGHTS WILL BE TURNED ON 1 HOUR 664 BLUE POINT ROAD, UNIT B / * + AFTER DUSK UNTIL 10 PM. + +z �� � � ,.� I t-, t-, t�, G"t" ", .1,,�t ii.. it..'6,...�L,v" .;.n-a. 66 -ii;-� ,'. 6. N6 o ml;an Um in,,Q Am lmml!�N'sod� low mk�=a� t.n *,-� V t.o t.o 1� "., * 3 t.-I t.o *,.o *.o � t.,,, t..1 t.o o t., t., t." Q., *, , n 11 . . , . 0 1 8. ALL EXISTING LIGHT FIXTURES"E"WILL BE RE-ORIENTED IF THEY DO NOT COMPLY WITH THE 90*ANGLE REQUIRED HOLTSVILLE, NEW YORK 11742 1.1 t.o t.o t., t.o +,,.n t.q t.o t'.o t.o G,o 00 t.o to. t.o t., t., t.0 t.o t.o t. 01.o t..1 t.-o t.-o t..1 t.-o t " t." t.o F� Ec t.2 .1 t.o t..o * �! t , t.o t.o *,.o (631) 961-0506 / / t.� t.o t.lot.o + I BY TOWN CODE TO COMPLY. www.KeyCivilEngineering.com t., t., t.'Ot.r t., �.o t.o t.o %6.I t.o t.o t.o t.o t.00'.o0t.o 9.� t.o t.o t.n t.o t..1 9.I *11..1 *1..1 11.-, t.o t.�o*U.c P�'-,.�7--o 77 . .-, t.-� t.o t.-i +.o + I r) t.-o t.� *,.o 0 , 9. ONLY 1.85 ACRES (1' OF SITE) IS TO BE RENOVATED AND ALTERED. LIGHTING HAS BEEN PROPOSED TO MEET I 0 t.n I. *1.n 6." t., t.n t.o I., op +�,o t.n t.n t.n t.n d.o t.n t.o t.o t., t.o t& t.n t.o t.q t.o t.0 t.n t.o +., t., t.o t.-, t.�, t.�, 1'.o *,.o t.o g! o +,..I *..I *.I 1'.-o I, t , ".o ".o +,.o REQUIREMENTS FOR AFFECTED AREA ONLY. �D 0 C/ M7.67 I 'Q, _ PROJECT NAME - - - ','.4;r z/4 . � 1, t., L. *0 t., To t.o t.o t.o t.o t.o t.o t.o t.o t.o t., t., t.o 6 t.n t..n t.o t.o t.o t.o t.o t.n t.n t.o *,..-, t..1 t..1 t.o t.1 *.., 4 1:4 2.4 4���j ,". *..o t.o, *..- -.1 11, �1�1, t..1, t..1 *1.11 .. ." F/p I / , - 11 11 I r/oFF", -, I I 7]',FF, F, F, rrF,/. 11 I, " 6�00 ,, 71171FIff_3 0 6� "4 FIF . Ir " ��F/p, I ; I "I $21 , " - 1 I 0 n 0 U I 11V I "I'm 7 , i ROMAN CATHOLIC CHURCH OF THE SACRED I/ , - t.n t.o 6o t.n t.o 1.o Q t.o t.o t.� t.o t.o t.� t.o t.o t.Q t. o t.� t.n * t.o t.0 t..-, *1.o t.I t.0 *,.3 �.4 t.� t.1 .', t.--, *1.I .I t.o tlo t - t..-, ".-I ".I , , ,/; z 1`i� -1.� t. t.o t. I I "I - - . -::-- . 11, I... I I . . p !,?�,.�z . �;,- .. I, I % - i::j.1�:., , ,. � ; . & � +i:�. �:ii I ...� IV I I".� F�Ai"PIA FFF 11 I HEART PROPOSED PARISH CENTER r � , , \,. I < 04% I I I? ....... ", ::... ... i?i . I -/"71 - , 11 1,,,, OR ::ii,i _..>1.:, I I �. I. . � I ��. I I. ..�. I .. . ,✓ I ; 4% A .i�i� ,�� -. :::� 11�111 A W , . 1� , I.. I � 14300 MAIN ROAD 0 . Al;>,+,,.%%%,� +., *,., t.n t.o t.o t., t.1 t.n t.o t.o0t.o t.n t.n t.0 t.Q t.o t.n t.o t., 0 t.� *,.n t." t.I *,.3 *,.o ".i t.1 t.1 t..� t., *,.- t.o t.o *..o *, t *+, t.r, t..1 I 11 I .1 :K1F.:: �: ", - "I v. ...: , .•Ld'*14- , - r, #i: .�,. ,p :. ....1. � & 1 420PI . *, , - W $I SITE LIGHTING CALCULATIONS '""' �+:;; iir'..- " ; I... "I �, , .e5 s , %* + , .: i. .. � ! . ICI I , %%%" 0 0 0 � ,�. .. ... isi, , iii � 11 :24 1 �,: i Mo.... I� 0-tv�ni�-r *,. . .. � , � . " n ,Wt , . * t.I * * * *,. * * * , * + o , * , * * t.I *L.o # # ; -j W LU 0 1 t., t. t.,so, 8�o t.o t.� t.o t.,Go t.n t.o t.n t.o t.n td t.n t.o t.Q t., t, , t.o '..I U.1 ..o 136t.o t.o ,.o o m ..o '.I -o ,O +,.o '.-I U � t.o p- .., I "��: + !i!�I ,.,� iiili�:W � I . - .� MATTITUCK, NY 11952 . I . ** :; . i li.i ...... . . I I 11 44. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 0 1 0 0 TOTAL ALLOWABLE LU MENS OUTPUT PE R ACRE:1 0,000 LU MEN S PER ACRE P ER§1 72-5C(2). � I �W, k "Niii, .1 :: . : , � , I � _ �: : � �_ 11 x,-,0z 71 - �., t., t., t.o t.o t.o t n t'.o t.o P.o 0.o 0 t.o t.o t.., t6 t., t., t.Q t.Ot, t% t.o *1.o 0,i" t.0 t.o *1.I *,..1 ',..o t.o t.o t.� t.o t.o *.o t.o � , t , t.o '.o *,.o TOTAL ALTERED ACRES TO BE ILLUMINATED=1.85 ACRES I + I L;j N m, . , :1 .: " :, Ad I . ... 1� DIST.: 1 000, SECT: 114, BLOCK: 1 1, LOT: 1 .. � � 1- I I : . I I I I I," �, =) 10,000 LUMENS x 1.85 ACRES=18,500 LUMENS ALLOWABLE /A ; I , :�' ; , I'll I'll I I 11 I Q_ I 11 .1111 . I .V) t., t., *,., ,_o t.n *+o t t.o t. t I t'.o%%t,%, t.o t.p t.o t.o t.o t.� t.o t.o t., 0.n & t.n t.n t.o t.-I "..- *.-, t.-, *,.I t.o t.I t.-I t.o t.o t., t.� t.o t.o t.o +, *L , t.-o t.o ".I �_ .._ 1.111, I'll, =) t+, L. t.o '.o *,. '. . to t is q..30�o t.. , tA t'.o t'.� t� t � t o t.I t., t.n t.,q. . 0 - - G , , TOTAL PROPOSED LUMENS OUTPUT=15,825 LUMENS , 11 "I "I * now .1 . . . ., ,., t.o t.1 .,ol 1.o 1j.o 1..1 1.1 91 t.I t.o t.o •*,.o 0 o t.oet I- t o t.o *,.o t.o I THE TOTAL LUMENS OUTPUT IS LESS THAN THE TOTAL ALLOWABLE LUMENS OUTPUT, CANOPY/SOFFIT LUMINAIRE POLE MOUNTED LUMINAIRE DRAWING TITLE or f I *Am G'. t . . I I I t ,o ',..o *,.-o *,.o I THEREFORE THE SITE LIGHTING IS SUFFICIENT. Do orrqer o j.o t.o t.n t.� t.o t.o t.o t., t.o ".., . 1 7A .� t., t". .� b..o U.o -�, �..1 t.I *,.o ',.o *..1 *.o t.o t'.I t..1 * ;, 1.o t.o * I you Hau I ly. aft . MANUFACTURER: MAXILUME MANUFACTURER: McGRAW-EDISON ,aser & 4111111110 v MODEL: HH4-LED MODEL: GLEON GALLEON LED t. N89 �17 Zeal"� "..1.,;,.*.n U.-, t.�, t.0 to *,.o t,o t.o t.1 t.1 t� t.o t.o *,.o T , t - t.o *,.- t.o L_ . . "Ad WL- I Andrea tkrc1jQw or fo t- t- t.o * Is LABEL: A,B,&C LABEL: D -n. -0 Usler .� r rMer/y I t.o ,.o t.o t.o t.� t . (1) L_ en W I oft . , 0 COLOR: BRONZE COLOR: BRONZE E Q) 0 t.o t.o tA'ajQOMSdrj t.nl t.o t.o t.o t,o t,.n t.o t.o J.o t.n t.n t.0 t.� *,.1, �75451_ 'A - -pft��*,.� t." t.- t.o GG��,, 0, I t..-, *,.o t.o *,.o SITE LIGHTING PLAN 1_ 2 (D ,, , , , , C :,_____1_"ft____ftw .. , "., ., *.o *1 ,2 0 'rA X LOT;-r. I *.I tm *..o, t.o *. " * . ., *.1 *..-o ',..o ,o(D 0 t., t-o t.n t., t. t., t.o t.o t.o t.� t- nb-W t.o t., t t-o t t.- t. - - - Usc. n : 27 Or forrner-I L_ .S 261V�E?ES1DcNCC I 110. 0 -S-- L_ .� y ..R - ..o *-, *-1 tio *A *.o *,.-I 0Ovv,.oOrz,.y *+� *..1 *.o *.o *..o t o .o t.-o ".-I t..- CL (1) 40 t.n t.n t,• t-o t-o t-o t.n t.n t, JPht1-nA�,j36§jjt t, *o , o for LUMINAIRE SCHEDULE DATE: 05/03/2024 �: Q) _I_- PUBLIC, - I 7*AX Lo.r., �� 0 (O -+- WATER USE- pE7 : 28 t. t.o t.o t.o t.o t., t.o t.o t.o t.o t.� t., t., t." t.- t.o .o t.o *.o * Donn U 0 t.I *.o t.I FIXTURE FIXTURE MOUNTING I COLOR LUMENS 0 0 I I SIDEN ,.I 1.0 C: -5 0 1 ZONE:R_40VAL , L-Iih j6 ;3tQnz6--,&t-o `-o `-o SYMBOL QUANTITY LABEL MANUFACTURER/FIXTURE DESCRIPTION(MOUNTING TYPE LLF TOTAL LUMENS SCALE: AS SHOWN P Usg� R TAX L.0-r.:t29 t+n t., t- t-, t-.1 I.-, *,-o *,T'A X,+L C)COS ARRANGEMENT ARRANGEMENT COUNT HEIGHT TEMPERATURE WATTS OUTPUT UBL/ t.o t.o - *A t.o '.o CO n?p '... *,..o t.n .o t � t.n t.n *,.o C WA TER I ESOtNTIAL USE. pC �.., I., PUBLIC 470NE. : 30 PROJECT NUMBER: 23200 1 C WA TER R-40 t.,,, .o ".-I *.o t.o 7�0 - S'DENPAL -.1 -.1 ' t.1 I.o t - t+� t.I *,.o 6 A SINGLE 6 MAXILUME/HH4-LED-90OL-DIM10-MVOLT-MD-27K-90-HH4-4501-CL-WH/CANOPY 12'-O" 0.900 2700 K 10 60 995 5970 PUB ut;R_':4 C) I I I L1C WATER t.o 1.i t. t.o *L.I DRAWING BY: AM FM 4 B SINGLE 4 MAXILUME/HH4-LED-90OL-DIM1 0-MVOLT-MD-27K-90-HH4-4501-CL-WH/CANOPY 16-0" 0.900 2700 K 10 40 995 3980 CHECKED BY: MP OVERALL LIGHTING PLAN APPROVED BY: MID IS] 1 C SINGLE 1 MAXILUME/HH4-LED-900L-DIM1 0-MVOLT-MD-27K-90-HH4-4501-CL-WH/CANOPY 14'-0" 0.900 2700 K 10 10 995 995 SEAL & SIGNATURE: ALTERATION OR ADDITION TO THIS - I DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A di�, t4EvWv VIOLATION OF SECTION 7209, 1 D SINGLE I McGRAW-EDlSON/GLEON-SAIA-727-U-T3/POLE-MOUNTED 20'-O" 0.900 2700K 34 34 4880 4880 SUB-DIVISION 2,OF THE NEW YORK rj FILO7. STATE EDUCATION LAW � I I * � cc DRAWING No: - _kl_ 9 E SINGLE 9 EXISTING POLE-MOUNTED LIGHT 161-01, 0.900 1 3000K 102 918 9517 85653 * I w GRAPHIC SCALE W ` BALED _ " NOT .. z 40 0 20 40 80 160 ,� �,.` ,i' - . -0.. - + . I. :+: .�� . I I I I +'+' �i.. t4:.�: :� + rmwIIIIIIIll 0 f 11 ... k , . Jt 2 F SINGLE 2 EXISTING DECORATIVE POLE-MOUNTED LIGHT 12'-O" 0.900 3000K 16 32 1000 2000 .... .�*""� i'l 0 1 1� . I')- . . . clx. K. 8115 !V C-8 ... - ( IN FEET ) -11� Know what'.s I b-elow. E -y- 6 G SINGLE 6 EXISTING DECORATIVE BUILDING WALLPACK 16-0" 0.900 3000 K 8 48 530 3180 _ I inch = 40 ft. Call before you dig. - , L-- �111 ��jl + *0 I +"O \ , F` c`� I �� �-,_, � I + + .0 1\8 ( 0+ / + - ���o-L A6 � 0-0 C 'I I . I I TOTAL(PROPOSED) , 144 1 1 15825 1-800-272-4480 ? MARC PILOTTA, P.E. PAGE No: - m NEW YORK STATE PROFESSIONAL ENGINEER #081558 8 OF 14 YAKey Civil\P,,ojects'\2023123200...JMN Architecture...14300 Main Road..Mattituck\Drawings\Key CiviT123200_2026.08,19..SPP11...SPDES---RPZ3.dwg I SOIL EROSION & SEDIMENT CONTROL NOTES: ys ., Slr 0, Q EXISTING PAVEMENT 2" 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. 50'MIN. 1/8"0 STEEL WIRE + Q 3' ;zr 1 r 1 1 1 2. THE STORMWATER POLLUTION PREVENTION PRACTICES PROPOSED HEREON HAVE BEEN IDENTIFIED AS THE MINIMUM Aso. O �i ti RECOMMENDED PRACTICES. ADDITIONAL STORMWATER MANAGEMENT FACILITIES OR PRACTICES SHALL BE INSTALLED gip . TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN a /� �\ io STAPLES(2 PER 8'MIN , EXISTING GROUND FILTER CLOTH MOUNTABLE BERM STAPLE DETAIL BALE,TYP.) B _ _ B RUNOFF FROM EXITING THE SITE. CONTRACTOR TO NOTIFY IN WRITING AND CONSULT WITH THE ENGINEER OF RECORD � � �� (OPTIONAL) IF ADDITIONAL MEASURES ARE REQUIRED OR IF THERE IS EVIDENCE INDICATING POTENTIAL OR REALIZED IMPACTS ON �c s.. A l ms�168• ,'.: UNDER STONE PROFILE ) 10 MIL PLASTIC - 10 MIL PLASTIC LINING-' - WATER QUALITY DUE TO ANY STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 3 s9m 2St LINING BINDING >, ,�2 _,_,�`J ors <:>;• i+ 50'MIN. Z WIRE - ao ,; w :A.: _ - _� � 3. NOTHING IN THIS STORMWATER POLLUTION PREVENTION PLAN'S DRAWINGS OR ANY ASSOCIATED REPORTS RELIEVES ✓`� , MElrra o . mw W�"- THE CONTRACTOR OR OWNEWOPERATOR FROM OBTAINING ANY OTHER PERMITS REQUIRED BY LAW OR COMPLIANCE -- - W1L�F> 13 20 z STRAW BALE PC3 �66' 8 0WITH TAKING ALL REASONABLE STEPS TO t11NIP41ZE OR PREVENT ANY DISCHARGE IN VIOLATION OF NYS DEC OR WHICH �OE� � o. 6 NATIVE MATERIAL OR CONCRETE - - / r g6 a o EXISTING GROUND HAS A REASONABLE LIKELIHOOD OF ADVERSELY AFFECTING HUMAN HEALTH OR THE ENVIRONMENT. �5 �. (IF EXCAVATED, BLOCK(TYP.) -'-- ^ 41.87 o �\ co z 2V:1 H MAX SLOPE) WOOD OR METAL STAKES 4. CONTRACTOR SHALL BE FAMILIAR WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION ANDt ` ��� 5p E a Z I. 12'MIN. ? W . 73• 00 29 w - W SECTION B-B (2 PER BALE) PLAN SEDIMENT CONTROL ("BLUE BOOK") DATED NOVEMBER 2016, ANY REPORTS PREPARED SPECIFICALLY FOR THIS tI uCI� „eMy+, Ojj�AV ; w ¢ PROJECT,AND THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FOR y :" ' I' i� .,r.- ....•..•.. $7• + I a tA CONCRETE AND GROUT WASTE MANAGEMENT: STORMWATER DISCHARGE. " t`� 1. ALL WASH OFF AND NON-SOLID CONCRETE AND GROUT WASTE MUST BE CONTAINED IN AN EXCAVATED OR ABOVE 0 !' - EXPOSE 6"OF FILTER CLOTH V 1 ^ Z GROUND LINED CONSTRUCTED PIT. LWIDTHNpRtES) WETLANDS # t .y cD ALONG BOTH SIDES 5. EROSION CONTROL MEASURES TO PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE c 2. THIS FACILITY WILL RECEIVE ALL WASH WATER FROM THE CLEANING OF CHUTES,MIXERS,HOPPERS,VIBRATORS, BOUNDARY I kl PLAN VIEW SITE SHALL, AT A MINIMUM, CONFORM TO THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT PLACING EQUIPMENT, TROWELS, AND SCREEDS. UNDER NO CIRCUMSTANCES WILL WASH WATER FROM THESE t 1' CONTROL UNLESS ADDITIONAL MEASURES ARE NOTED OR REQUIRED BY THE ENGINEER OF RECORD. 1 i �s \ OPERATIONS BE ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS OR STOMWATER �t? I �\ I' MANAGEMENT FACILITIES. STABILIZED CONSTRUCTION ACCESS NOTES: 6. IT SHALL NOT BE A DEFENSE FOR A CONTRACTOR OR AN OWNER/OPERATOR IN AN ENFORCEMENT ACTION THAT IT "�'•`-'•� � � p 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT 3. CAPACITY-SIZE FACILITY TO CONTAIN SOLIDS,WASH WATER,AND RAINFALL, WASH WATER SHALL BE ESTIMATED WOULD HAVE BEEN NECESSARY TO HALT OR REDUCE THE CONSTRUCTION ACTIVITY IN ORDER TO MAINTAIN ; 0, BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS AT 1 CUBIC FOOT PER CHUTE AND 7 CUBIC FEET PER 2. LENGTH - NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH COMPLIANCE WITH THE NYS DEC STORMWATER DISCHARGE REQUIREMENTS OR IMPLEMENT EROSION AND SEDIMENT HOPPER OF THE CONCRETE PUMP TRUCK AND/OR DISCHARGING DRUM. E\ WOULD APPLY). CONTROL PRACTICES. SOIL EROSION CONTROL MEASURES SHALL BE ADJUSTED/ RELOCATED BY CONTRACTOR AS • Q \ 4. LOCATION-LOCATE FACILITY FOR ACCESS BY TRUCKS AND AS FAR AS POSSIBLE FROM DRAINAGE SWALES,STORM ' �•,-- ' 1 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. IDENTIFIED DURING SITE INSPECTIONS IN ORDER TO MAINTAIN EFFECTIVENESS OF CONTROL MEASURES. �••a, . ..,,,. _`> �,y,"".....•l� > \E 4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS DRAIN INLETS,WETLANDS,STREAMS AND OTHER SURFACE WATERS AND WHERE POSSIBLE,A MINIMUM OF 100 FEET '. AWAY FROM SUCH. PREVENT SURFACE RUNOFF FROM ENTERING THE STRUCTURE. SIGNS SHALL BE PLACED TO Map data t02024 Terms Report a map error OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. 7. THE COSTS Of INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES SHALL BE DEEMED INCLUDED IN THE � -3-- - �� /9 0•' 1 5. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS DISCHARGED. PRICE BID FOR THE SITE WORK. N .� Rob {4, a I1 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED 5. LINER-PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEARS,AND ANCHORED VICINITY MAP • ors - �� 1 r'ad BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. BEYOND THE TOP OF THE PIT WITH STAPLES AS SHOWN, AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER 8, INSTALLATION OF EROSION CONTROL,CLEARING,AND SITE WORK SHALL BE DONE AS INDICATED IN THE CONSTRUCTION N.T.S. STRUCTURALAPPURTENANCE. u 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR SEQUENCE. R.D. S S 1 FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL SEDIMENT SPILLED, DROPPED,WASHED OR TRACKED 6. PRE-FABRICATED WASHOUTS MAY BE USED IF THEY ENSURE THE CAPTURE AND CONTAINMENT OF THE WASTE ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. WASH AND BE SIZED BASED AS ABOVE. 9. INSTALLATION OF EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S PROJECT DATA I ONE STORY 18. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN 7. MAINTENANCE: RECOMMENDATIONS AND REQUIREMENTS. O , I APPROVED SEDIMENT TRAPPING DEVICE. 7.1. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART : ) fJAS. CHURCH Ra �s O + 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. DEACTIVATED AND REPAIRED OR REPLACED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED 10. CONTRACTOR SHALL INSPECT THE EROSION AND SEDIMENT CONTROL PRACTICES AND POLLUTION PREVENTION 27$35 MAIN ROAD 114300 OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA,SUCH AS A GRASS FILTER STRIP. P.O.BOX 926 s 10. CONTRACTOR TO ENSURE THAT THE TRACKING PREVENTION REMAINS EFFECTIVE DURING ALL CONSTRUCTION ° MEASURES BEING IMPLEMENTED AFTER EACH RAINFALL EVENT AND DAILY WITHIN THE ACTIVE WORK AREA TO ENSURE CUTCHOGUE,NY 11935 OUR LADY OF GOOD PHASES. 7.2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75/°OF THE STORAGE CAPACITY OF THE THAT THEY ARE BEING MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIMES. INSPECTION OF ALL e COUNSEL R.C. CHURCH D• 11. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS,DITCHES,OR WATERCOURSES. STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND IMPLEMENTED PRACTICES SHALL OCCUR WEEKLY AT A MINIMUM. IF DEFICIENCIES ARE IDENTIFIED,THE CONTRACTOR TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 1 12. CONTRACTOR TO RELOCATE TRACKING PADS AS NECESSARY. PROPERLY DISPOSED OF OFF SITE. SHALL BEGIN IMPLEMENTING CORRECTIVE ACTIONS WITHIN ONE BUSINESS DAY AND SHALL COMPLETE THE CORRECTIVE �` 13.EXPOSE 6"END OF FILTER CLOTH ON BOTH OF THE LONGER SIDES FOR THE ENTIRE LENGTH. 7.3. DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON-SITE ACTIONS IN A REASONABLE TIP1E FRAME. SITE AREA.................................. 242,298.52 SF(5.5624 Acres) J q DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. t '! IN THAT CASE,THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED,OR BURIED AND COVERED WITH A MINIMUM CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE IRO) 11. CONTRACTOR SHALL REMOVE ANY SILT FROM SOIL EROSION AND SEDIMENT CONTROL MEASURES WHEN IT REACHES o o: OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. CURRENT USE........................... CHURCH • gp. I - (1!2)ONE-HALF CAPACITY UNLESS OTHERWISE NOTED OR AS DIRECTED BY THE ENGINEER.THE MATERIAL SHOULD BE m STABILIZED CONSTRUCTION ACCESS 7.4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. N O� ¢ ' z I INCORPORATED INTO THE SITE IN A STABILIZED MANNER. PROPOSED USE......................... PARISH CENTER ►- 7.5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN O U�3 ( N.T.S. NON-DESIGNATED AREAS. EXISTING FOOTPRINT............... 8,567 SF --�m V I ' 12. TEMPORARY SEED AND MULCH SHALL BE APPLIED TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED ¢= W ' CONCRETE AND GROUT WASTE MANAGEMENT GRADE AND VEGETATED WITHIN 15 DAYS.WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON,THEY SHALL BE PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) H w OZ:D 1 _1 R e' c STABILIZED WITH GEOTEXTILE FABRIC AND MAINTAINED ACCORDING TO BEST PRACTICES. COVERED ENTRY:273 SF N.T.S. GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF � t> • I i c.� 13. CONTINUE INSPECTION AND REPAIR OF STORMWATER POLLUTION PREVENTION MEASURES UNTIL THE COMPLETION OF _ I o. •.. (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF •= CONSTRUCTION AND PERMANENT STABILIZATION IS ACHIEVED. TOTAL...................................................10,528 SF LIJ INLET PROTECTION TYPES AND USES 14. REMOVE EROSION CONTROL MEASURES,SILT,AND DEBRIS UPON ESTABLISHMENT OF PERMANENT STABILIZED COVER B W OF ALL UPSTREAM/TRIBUTARY AREAS. APPROXIMATE LOCATION OF PROPOSED INLET � APPROXIMATE LOCATION OF O �. PROPOSED CONSTRUCTION FENCE I PROTECTION(TYP.) CONCRETE WASHOUT AREA � A AROUND PROPOSED WORK AREA r Z TYPE EXAMPLE USAGE NOTES 15. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF { , (SHOWN OFFSET FOR CLARITY) ® � SILT FENCE NOTES IN ACCORDANCE WITH ALL CITY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES. L -.I APPROXIMATE LOCATION 0 O FABRIC PLACED Ir, t- THIS METHOD OF INLET PROTECTION IS NOT 1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON PLANS AS WELL AS DETAILS. C OF CONSTRUCTION v 16. THESE PLANS ARE BASED ON INFORMATION AVAILABLE TO OUR OFFICE AT THE TIME OF PLAN PREPARATION. 0 UNDER INLET NOT PERMITTED E ��1� Ij 11 DUMPSTER ° GRATE ACCEPTABLE. 2. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE ENDS. CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS AND NOTIFY OUR OFFICE IF ACTUAL SITE CONDITIONS DIFFER O ��� 3. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE v `�. ( I FROM THAT SHOWN ON THE PLAN,OR IF THE PROPOSED WORK WOULD BE IMPACTED BY ANY OTHER SITE FEATURES. +- --1 .'.'.'.'.'.'.'.'. .. ..�`. ()I -� EXCAVATED DURING INITIALOVERLOTGRADING MAXIMUM SIDE SLOPES OF 2:1. GOVERNING AGENCY. O i-� PROPOSED CONSTRUCTION MINIMUM DEPTH 1 FOOT. 4. DO NOT PLACE MATERIAL AGAINST SILT FENCE. �c �� / •� F- I DROP INLET AFTER THE STORM DRAIN TRUNK IS MAXIMUM DEPTH 2 FEET. 5. INSPECT SILT FENCE IMMEDIATELY AFTER PLACING ANY MATERIAL NEARBY. 17. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. @'.'. .'.'.'..'� GATE AND ENTRANCE PROTECTION INSTALLED CONTAIN 900 CF PER TRIBUTARY ACRE. 6. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY. ° -'' I d 18. REFER TO GRADING AND LANDSCAPING PLANS FOR ADDITIONAL INFORMATION. 11 08/19/25 AD ISSUED FOR BID C •1 ' APPROXIMATE LOCATIDN OF 4-' ' � CONSTRUCTION TRAILER AND � ( MAX SLOPE OF 1%OF SURROUNDING AREA.FABRIC DROP DURING FINAL ELEVATION GRADING c 10 07/08/25 AD REV.PER TOWN AND NYSDOT COMMENTS ` TEMPORARY SANITARv FACILITIES \ o I s, I 1 INLET PHASES AFTER THE STORM DRAIN 15 MAX UN-REINFORCED HEIGHT OF FABRIC. UPSTREAM I AREA OF DOWNSTREAM I EXISTING 19. CONTRACTOR SHALL CLEAN ALL ON-SITE EXISTING&PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPE f' . ®.. t I 50' s ! S MAINTAIN OVERFLOW TO DROP INTO THE DISTURBANCE UNDISTURBED GROUND AT END OF PROJECT AS WELL AS ANY OFF-SITE DRAINAGE STRUCTURES THAT MAY HAVE RECEIVED RUNOFF FROM THE . r. .\ PROTECTION SYSTEM IS COMPLETED DROP INLET, SITE. 9 04l11/25 AD REV.PER TOWN AND NYSDOT COMMENTS l . .... .... ..... . .®. '1..:.:.' > • • .• *-• \ z 'J MINIMUM STONE BARRIER HEIGHT OF 1'. �---WOOD OR METAL FENCE POSTS SPACED 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 ®'.i• 'm•'•�'• "' 8'-0"O.C.MAXIMUM METAL FENCE 20. CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION BEYOND THE LIMITS OF DISTURBED AREA AS ' STONE&BLOCK DURING THE INITIAL AND INTERMEDIATE MAXIMUM STONE BARRIER HEIGHT OF 2. �` '' '' NECESSARY TO PREVENT SILT AND DEBRIS FROM CONSTRUCTION ACTIVITIES GETTING INTO ANY DRAINAGE SYSTEM 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 �-- "'�••• ••• ars m'S Tp I APPROVED FILTER FABRIC MEETING POSTS OR APPROVED EQUAL TO BE • • •. ®, 1' ® III DROP INLET OVERLOT GRADING OF A DO NOT USE MORTAR. N.Y.S.SPECIFICATIONS(T-0"WIDE) FOR WHICH THE PROJECT IMPACTS. I PROTECTION CONSTRUCTION SITE LIMIT HEIGHT TO PREVENT PONDING OR INSTALLED IN ASPHALT PAVEMENT) •;•�� BYPASS FLOW. 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT • •� %- FLOW 21. CONTRACTOR SHALL LOCATE CONCRETE WASHOUT AREA, STOCKPILE AREA, AND CONSTRUCTION WASTE MATERIAL . . .. . . •'• •'• '• `�®• '•• � I I ? ROTATE POSTS TOGETHER REV.PER UPDATED ELECTRIC AND RPZ WATER USE WITH UPSTREAM BUFFER STRIPS AND iE STORAGE AREAS SO AS TO MINIMIZE EXPOSURE TO STORMWATER. CONSTRUCTION WASTE SHALL BE IMMEDIATELY 5 12/06/24 AD Q USED AFTER PAVEMENT BEFORE INSTALLATION _ SERVICE LOCATIONS PAVED SURFACE WITH TEMPORARY SURFACE STABILIZATION. PLACED IN ON-SITE STORAGE CONTAINERS UNTIL READY FOR OFF-SITE DISPOSAL.CONTRACTOR SHALL MAINTAIN SPILL REV.PER UPDATED ELECTRIC AND TELECOM ,> :. ;; •. r I I CONSTRUCTION HAS BEEN DONE WHILE COMPACTED SOIL N / `� I '• -" / I IV INLET PLACE AT INLET PERIMETER OR BEYOND. \ PREVENTION&RESPONSE EQUIPMENT AND MAKE AVAILABLE ON-SITE FOR USE BY CONTRACTOR'S EMPLOYEES TRAINED 4 11/22/24 AM SERVICE LOCATIONS `.- T`• O PROTECTION FINAL GRADING AND SOIL INTEGRATE TRAFFIC SAFETY. SECOND IN THE APPLICATION OF SPILL PREVENTION&RESPONSE PROCEDURES. REV,PER TOWN COMMENTS DATED 09/11/24 AND + • SCDHS COMMENTS DATED 10/02/24 i 1:' `�' '�' '•'•�+'j`-` �22' 1 STABILIZATION IS OCCURRING 19 94 -. 9.11'. ,¢; 9.1 ' Q DO NOT CAUSE FLOODING OR BYPASS FLOW. SILT FENCE 3 10/02/24 AM APPROXIMATE L ATI F N0 57.81'. 19.52' � P[EXT ;� MATERIAL STOCKKF LE 0 FABRIC WILL EQUAL OR EXCEED THE 22. CONTRACTOR SHALL IDENTIFY LOCATION OF WASTE CONTAINERS,FUEL STORAGE TANKS,CONCRETE WASHOUT AREAS 2 07/19/24 AM ISSUED TO TOWN I " INSTALLED AND ANCHORED IN AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED ON THE PLAN. • I PERFORMANCE STANDARD FOR THE SILT - PROPOSED SINGLE-STORY PARISH CENTER MANUFACTURED 6" a ACCORDANCE WITH THE FENCE FABRIC. THE INSERTS WILL BE DIG 6"WIDE AND 6"DEEP FIRST SILT 1 05/14/24 DID REV.PER CLIENT COMMENTS m V INSERT INLET q 23. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THE J • WITH UNFINISHED PARTIAL CELLAR MANUFACTURERS RECOMMENDATIONS INSTALLED TO PRESERVE A MINIMUM OF 50% PROTECTION RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. NO. DATE BY DESCRIPTION �, + TRENCH,BURY BOTTOM i„ FENCE _ UNFINISHED PARTIAL CELLAR:2,020 SF A ;• AND DESIGN DETAILS OF THE OPEN UNOBSTRUCTED DESIGN FLOW V-0"OF FILTER FABRIC, AREA OF THE STORM DRAIN INLET OPENING. TAMP IN PLACE POST(TYP.) STAPLE(TYP.) FIRST FLOOR:8,508 SF , Q 24. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: REVISIONS APPROXIMATE LOCATION OF a. STABILIZED CONSTRUCTION ENTRANCE/EXIT-A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT SHALL BE SECTION JOINING FENCE SECTIONS ` COVERED ENTRY:273 SF d Q .lo NG FE s o N , PROPOSED SILT FENCE ALONG INLET PROTECTION NOTES: INSTALLED AT THE DRIVEWAY ON FLANDERS ROAD;THIS AREA SHALL BE GRADED SO THAT RUNOFF WATER WILL BE TIP EL.25.00 CONSTRUCTION FENCE(SHOWN Q 0 0 1\ 1. CONTRACTOR MAY USE THE TYPE SUITABLE FOR THE SITUATION AND THEIR MEANS AND METHODS UNLESS RETAINED ON-SITE. 97.2 . . '" .40.23'' '.`. OFFSET FOR CLARITY) Lj i NOTED OTHERWISE ON PLAN. CONTRACTOR MUST SUBMIT SPECIFICATION OF ANY TYPE V TO ENGINEER 8'O.C. SILT FENCE/FILTER METAL FENCE POST b. INLET PROTECTION-IMMEDIATELY INSTALL FOR EACH INLET AS DRAINAGE STRUCTURES ARE INSTALLED. ',• `,',', ,' ,' ••,` ` ' `,` `, • , , , , , • , (TYP.) FABRIC c. DUST CONTROL-STOCKPILES OF SOIL SHOULD BE LIMITED TO 15'MAXIMUM HEIGHT AND REMOVED OR UTILIZED r �`,`,',`, ".',',',",'.".`,',`,' ` •, _ �1. _ d NAGEAREAFORASTORMDRAININLETWITHINLETPROTECTIONSHALLNOTEXCEED1ACRE. E THE = BEFORE 2 THE DRAT FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE SHOULD EXCESSIVE DUST BE GENERATED, Q ,`,`,',' ' ',` `•'.`,' , , !,G.•.`,`• `. , .`�, , ". "�` LO 3. IMMEDIATELY INSTALL INLET PROTECTION WHEN A STORM DRAIN INLET IS CONSTRUCTED. OFF CONTRACTOR SHALL APPLY WATER TO BARE SOIL SURFACES TO MINIMIZE BLOWING DUST. : i a f Q •••�0• 0• •,`,•, •, iM,_,` `,`,` ` ` ", _�" Rp LCG'D-•--�„O 4. EROSION CONTROL/TEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED ON THE DISTURBED "� �? Q - •��• `,••``'•,• ••` •,`•• ••` �*--* *--�-*•�` �' DRAINAGE AREA TRIBUTARY TO THE INLET. 25. E OR STAGING OF EQUIPMENT OR MATERIALS DURING 00 THE RIGHT-OF-WAY IS NOT TO BE USED FOR STORAGE - S O �"�-�•�- 1 STY. � 5. TYPE IV INLET PROTECTION PRACTICES INCLUDE COMPOST FILTER SOCKS,GEO-TUBES FILLED WITH BALLAST, CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE RIGHT-OF-WAY DURING '"` ` Q \`- -••••y .=. • d fl p S AND OTHER APPROVED EQUAL MANUFACTURED SURFACE BARRIERS. DIRECTION OF CONSTRUCTION AND SHOULD INSTALL FENCING ALONG THE PROPERTY'S FRONTAGE TO LIMIT ACCESS FOR H tfj • �+•` ` / I 6 GUARD,TYPE V INLET AND OTHOTECTION PRACTICES INCLUDE DANDY ER APPROVED EQUAL MANUFACTURED SINLET INSERT. SURFACE CATCH IT,ULTRATECH ULTRA DRAIN SURFACE RUNOFF PLAN CONSTRUCTION VEHICLES TO DEFINED POINTS OF INGRESS/EGRESS. V ry� y, " tiffs ro it? ,"� a +`• W+ Q z`�" 26. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS PERMANENTLY OR TEMPORARILY(EXISTING DISTURBED AREA WILL Z - ----'� �_ I INLET PROTECTION STANDARD SILT FENCE NOTES: NOT BE DISTURBED AGAIN WITHIN 14 CALENDAR DAYS OF THE PREVIOUS SOIL DISTURBANCE)CEASED,THE APPLICATION 664 SLUE POINT ROAD, UNIT 6 Q Q .-a N.T.S. 1. THE SLOPE OF THE LAND FOR AT LEAST 30 FEET ADJACENT AND UPSTREAM TO STANDARD SILT FENCE SHALL OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED HO LTS V I LLE NEW YORK 11742 ' a 0 00 NOT EXCEED 5%. WITHIN FOURTEEN(14)DAYS FROM THE DATE THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED. (6 311 9 61-05 O 6 2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THE END POSTS SHALL BE ROLLED TOGETHER A 0 �� a � � � MINIMUM OF3TIMES. www.KeyCivilEngineering.com 0 a PROPOSEDTREE a STANDARD SILT FENCE d Q 0 PROTECTION FENCE 1 STY. N.T.S. AREA DATA PROJECT NAME (TYP.) rr2as7 Q a ❑D EROSION CONTROL COVER y�i !��ii���ii\�/%i/`��ii�/l��i,��i%\�i\ PROPERTY AREA................................ 242,298.52 SF(5.56 Acres © ) ROMAN CATHOLIC CHURCH OF THE SACRED Q ` STOCKPILE PERIMETER � i �!��\-11(MAX) TOTAL DISTURBED AREA.................. 43,360.90SF(0.99Acres) HEART PROPOSED PARISH CENTER N L`I�I ¢ I N'�•?.S`� Q Q QQ (SILDIMENT T FENCE SHOWN �\\ - _ STOCKPILED NTROL �i��i�� 10'-0"MIN. EXISTING IMPERVIOUS AREA 6,812.79 SF(0.16 Acres) `'`�� 0 � mre 0 i�i/ o ~ MATERIAL /lr�, MATTIT CK14300 MAIN ROA952 LU _O N I � �� � n _ '\ i TREE PROTECTION ZONE/DRIPLINE PERVIOUS AREA 35,495.21 SF(0.81 Acres) TOWN OF SOUTHOLD, COUNT( OF SUFFOLK XWZJ WWU ¢ O Co a SANDBAGS ( ) DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 CL N N ` d Q �ii �i� PROPOSED IMPERVIOUS AREA 26,736.82 SF 0.61 Acres ` ✓ / JS6 30' ' PERVIOUS AREA 16,624.08 SF(0.38 Acres) now Q I DRAWING TITLE or formerly I `""��'�`" I Douglas Hausler & I no �`` �'O� `- Qndr _ STOCKPILE NOTES: 4'TALL FLUORESCENT ORANGE I e° now N89*5g,50„w ..r ` 1. STOCKPILE MANAGEMENT INCLUDES MEASURES TO MINIMIZE EROSION AND SEDIMENT TRANSPORT FROM SOILS OR HIGH-DENSITY CONSTRUCTION SOIL EROSION ►- Karen or f°rrn erl y I OTHER ERODIBLE MATERIALS STORED AT THE CONSTRUCTION SITE. SPECIAL ATTENTION SHOULD BE GIVEN TO FENCE OR APPROVED EQUAL AREA WITHIN TREE PROTECTION �O n Mat cornson I 275.4 Or' �'• '�� Q STOCKPILES IN CLOSE PROXIMITY TO NATURAL OR MANMADE STORM SYSTEMS. PROTECTION OF STOCKPILES IS A ZONE TO REMAIN UNDISTURBED SEDIMENT CONTROL LA v- TAX YEAR-ROUND REQUIREMENT. �r. U LONG WOOD OR STEEL DURING CONSTRUCTION 2. THIS DETAIL DOES NOT APPLY TO CONTAMINATED MATERIALS WHICH REQUIRE ADDITIONAL MEASURES. p -C 'i U c.,z0 RES FENCE John or f°rm erl y I n O BE SPACED HORIZZONTALLY 8' 3. LOCATE STOCKPILES AS FAR AWAY FROM BODIES OF WATER, INFILTRATION AREAS,INLETS,AND OTHER DRAINAGE FENCE POSTS. POSTS SHALL C)- PUg E•R 4p I TAX A. Qa l j1/ I w Or for SYSTEM COMPONENTS AS POSSIBLE SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE ON CENTER MAXIMUM. y a• a' „;= ;,;x DATE: 05/03/2024 3 N C LIC W LOT, g I Don merl ENVIRONMENTAL DAMAGE. ' ' ;- %ys /'' / / o �' a I ATER I USE. RES1 28 n COstan y ,;; ' .._ . �r,�' y o DEN Ljn ZO & 4. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES. t -.xszs% / .r%',":' •y 4' SCALE: 1" -t�0' C `� U I p ZONE R-40 AL US TAX L Linda Costan 5. WHEN THE STOCKPILE IS NO LONGER NEEDED,PROPERLY DISPOSE OF EXCESS MATERIALS AND RE-VEGETATE OR AREA OF SITE ry :- :'%%" a'.' - UBLIC WAR , , AREA OF SITE E RESIDENTjAL 23 TAX 2° E- ;<:. i'„w_ -j:;: ': LOT• OTHERWISE STABILIZE THE GROUND SURFACE WHERE THE STOCKPILE WAS LOCATED. CONSTRUCTION ;> :;,-- F s - X.; '.;.,,,: %;` CONSTRUCTION I PUBLIC Ly ZONE.R-40 USE' RESIDENn 6. FOR STOCKPILES MAINTAINED FOR MORE THAN ONE DAY, A SEDIMENT CONTROL SYSTEM, CONSISTING OF SILT PROJECT NUMBER: 23200 I ATER NTAIN MATERIAL. pUB�C WA4r°�AL ' 6.tENCING FOROR COIR LOG,SHALL BE TEMPORARY STOCKPILES ON THED AND MAINTAINED ON INTER OR PORTION OF AOWNHILL SIDES TO CONSTRUCTION SITE,WHERE OTHER 2 DRAWING BY: AM DOWN-GRADIENT CONTROLS,INCLUDING PERIMETER CONTROL,ARE IN PLACE,STOCKPILE PERIMETER CONTROLS MAY NOT BE REQUIRED. TREE PROTECTION FENCE NOTES: CHECKED BY: MP 6.2. PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON. 1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR PROPOSED LIMITS OF 6.3. FOR STOCKPILES IN ACTIVE USE,PROVIDE A STABILIZED DESIGNATED ACCESS POINT ON THE UPGRADIENT DISTURBANCE. APPROVED BY: MP SIDE OF THE STOCKPILE. 2. CONSTRUCTION VEHICLES TO STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE TO PREVENT 6.4. SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-THIRD(1/3)OF THE BARRIER COMPACTION OF TREE ROOTS. SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS HEIGHT. DOCUMENT EXCEPT BY A LICENSED 6.5. INSPECT STOCKPILE SEDIMENT CONTROL SYSTEM IMMEDIATELY AFTER MODIFYING STOCKPILE. TREE PROTECTION FENCE NEw y PROFESSIONAL ENGINEER ISA VIOLATION OF SECTION 7209, GRAPHIC SCALE 6.6. REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED,OR AS DIRECTED BY THE O Q SUB-DIVISION 2,OF THE NEW YORK ENGINEER,TO KEEP THEM FUNCTIONING PROPERLY. N.T.S. ,<� G PILOT STATE EDUCATION LAW 40 0 20 40 80 160 7. THE TOE OF STOCKPILES SHALL NOT BE AGAINST SITE PERIMETER SEDIMENT CONTROL. 8. FOR STOCKPILES INACTIVE FOR MORE THAN 14 DAYS, STABILIZE THE STOCKPILE TO PREVENT SEDIMENT Cl) `� DRAWING No: TRANSPORT USING AN EROSION CONTROL SYSTEM,CONSISTING OF TEMPORARY SEEDING AND MULCHING,PLASTIC }r I GEOTEXTILE COVERING,SOIL BINDERS,OR EROSION CONTROL BLANKETS. USE OF MULCH OR SOIL BINDERS ONLY S''• 1 W ( IN FEET ) IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR NO MORE THAN 60 DAYS. - c NOT 10 9ALED ? _ ��, c� 1 inch - 40 ft. 9. IMPLEMENT DUST CONTROL PRACTICES AS APPROPRIATE ON ALL STOCKPILED MATERIAL. 2 w C-9 s MATERIAL STOCKPILE °&1� " N.T.S. ` COPE Know what's below. Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER 0081558 9 OF 14 Y:1Key ClvAProjects\2023123200_ MN Architecture.14300 Main Road--A4attituck0rawingsVey Civil\23200--2025.08.19._SPP11-_SPDES_RPZ3.dwg . 2020 NYS FIRE CODE COMPLIANCE TABLE ITEM SECTION PERM ITTED/REQU I RED PROVIDED APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED FOR EVERY FACILITY, S, BUILDING OR PORTION OF A BUILDING HEREAFTER CONSTRUCTED OR MOVED INTO OR WITHIN THE JURISDICTION.THE FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION AND SHALL EXTEND TO WITHIN 150 FEET OF ALL 45.42 PORTIONS OF THE FACILITY AND ALL PORTIONS OF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR NN OF THE BUILDING OR FACILITY. .............. 25 -EXCEPTIONSSrG 1.THE FIRE CODE OFFICIAL IS AUTHORIZED TO INCREASE THE DIMENSION OF 150 FEET(45 720 MM)WHERE ANY OF THE FOLLOWING CONDITIONS OCCUR: M rfatoAa: EXISTING FIRE HYDRANT WHERE REQUIRED §503.1.1 1.1.THE BUILDING IS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER COMPLIES SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1,903.3.1.2 OR 903.3.1.3. pdfi d, 1.2.FIRE APPARATUS ACCESS ROADS CANNOT BE INSTALLED BECAUSE OF LOCATION ON r PROPERTY,TOPOGRAPHY,WATERWAYS,NON-NEGOTIABLE GRADES OR OTHER SIMILAR --------- Ors CONDITIONS,AND AN APPROVED ALTERNATIVE MEANS OF FIRE PROTECTION IS PROVIDED. 064 R17' 1.3.GROUP U OCCUPANCIES, Ors. LtN . Qr:4 0 q . 1.4 ONE-OR TWO-FAMILY DETACHED DWELLINGS OR NOT MORE THAN TWO GROUP R-3 islaffo, zw OCCUPANCIES THAT MEET THE REQUIREMENTS OF SECTION 511. N. ck E.A. tje;* 2.WHERE APPROVED BY THE FIRE CODE OFFICIAL,FIRE APPARATUS ACCESS ROADS SHALL DOUBLE YELLOW o. .8! BE PERMITTED TO BE EXEMPTED OR MODIFIED FOR SOLAR PHOTOVOLTAIC POWER GENERATION FACILITIES. WIT WETLANDS-J WES) o PST. WHERE FIRE APPARATUS ACCESS ROADS OR A WATER SUPPLY FOR FIRE PROTECTION ARE BOUN DARY REQUIRED TO BE INSTALLED,SUCH PROTECTION SHALL BE INSTALLED AND MADE 00 TIMING OF SERVICEABLE PRIOR TO AND DURING THE TIME OF CONSTRUCTION EXCEPT WHERE -7 '00 INSTALLATION §503.1.1 APPROVED ALTERNATIVE METHODS OF PROTECTION ARE PROVIDED.TEMPORARYCOMPLIES STREET 97 SIGNS SHALL BE INSTALLED AT EACH STREET INTERSECTION WHERE CONSTRUCTION OF 5.08 20.17 GRASS NEW ROADWAYS ALLOWS PASSAGE BY VEHICLES IN ACCORDANCE WITH SECTION 605.2. (.0 FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS rn NC.WALY, 1 THAN 20 FEET,EXCLUSIVE OF SHOULDERS,EXCEPT FOR APPROVED SECURITY GATES IN DIMENSIONS §503.2.1 TY ACCORDANCE WITH SECTION 503.6,AND AN UNOBSTRUCTED VERTICAL CLEARANCE OF N COMPLIES NOT CIS. V, GRASS Typical Fire Truck feet LESS THAN 13 FEET 6 INCHES. HEpGE FIRE DEPARTMENT CONNECTION. REFER TO RPZ PLAN FOR FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THEry Map data 02024 Terms Report a map error SURFACE §503.2.3 IMPOSED LOADS OF FIRE APPARATUS AND SHALL BE SURFACED SO AS TO PROVIDE COMPLIES ADDITIONAL INFORMATION. CROSS Width 8.00 ALL-WEATHER DRIVING CAPABILITIES. , STATUE DEAD-END FIRE APPARATUS ACCESS ROADS IN EXCESS OF 150 FEET IN LENGTH SHALL BE VICINITY MAP Track 8.00 DEAD ENDS §503.2.5 PROVIDED WITH AN APPROVED AREA FOR TURNING AROUND FIRE APPARATUS. N.T.S. 0 Lock to Lock Time 6.0 NOT APPLICABLE WHERE REQUIRED BY THE FIRE CODE OFFICIAL,APPROVED SIGNS OR OTHER APPROVED CONC.WALK NOTICES OR MARKINGS THAT INCLUDE THE WORDS NO PARKING-FIRE LANE SHALL BE L6 PROJECT DATA PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT 0 011 Steering Angle 33.2 MARKINGS §503.3 THE OBSTRUCTION THEREOF.THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL COMPLIES U) RAO 0 A BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AND BE REPLACED OR PPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART Lk CONIC.WALK REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. 27835 MAIN ROAD CONC. AUK 0 P.O.BOX 926 THE FIRE CODE OFFICIAL IS AUTHORIZED TO REQUIRE THE INSTALLATION AND UTCHOGUE,NY 11935 L,... r"'` s sMAINTENANCE OF GATES OR OTHER APPROVED BARRICADES ACROSS FIRE APPARATUS ACCESS ROADS,TRAILS OR OTHER ACCESSWAYS,NOT INCLUDING PUBLIC STREETS, REQUIRED GATES OR TAX MAP NUMBER..................... Dist.1000,Sect.1 14,Block 11,Lot 1 0 ALLEYS OR HIGHWAYS.ELECTRIC GATE OPERATORS,WHERE PROVIDED,SHALL BE LISTED IN NOT APPLICABLE EXISTING §503.5 BARRICADES ONE STORY ACCORDANCE WITH UL 325 GATES INTENDED FOR AUTOMATIC OPERATION SHALL BE GRAJ M. CHURCH DESIGNED,CONSTRUCTED AND INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ASTM SITE AREA.................................. 242.298.52 SF(5.5624 Acres) . ...... ... r 114300 @ F2200. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) rs. 'OUR LADY THE INSTALLATION OF SECURITY GATES ACROSS A FIRE APPARATUS ACCESS ROAD SHALL CURRENT USE........................... CHURCH OF GOOD E COUNSEL R.C. CHURCH'/ B APPROVED BY THE FIRE CODE OFFICIAL.WHERE SECURITY GATES ARE INSTALLED,THEY CON SHALL HAVE AN APPROVED MEANS OF EMERGENCY OPERATION.THE SECURITY GATES AND PROPOSED USE......................... PARISH CENTER rn GRASS §503.6 SECURITY GATES THE EMERGENCY OPERATION SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES.ELECTRIC NOTAPPLICABLE ;)o p I 1 z GATE OPERATORS,WHERE PROVIDED,SHALL BE LISTED IN ACCORDANCE WITH UL 325. EXISTING FOOTPRINT............... 8,567 SF GATES INTENDED FOR AUTOMATIC OPERATION SHALL BE DESIGNED,CONSTRUCTED AND < INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ASTM F2200. PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) 0 4- O� Of FLD.0 COVERED ENTRY:273 SF M FACILITIES,BUILDINGS OR PORTIONS OF BUILDINGS HEREAFTER CONSTRUCTED SHALL BE c1q_j FIRE APPARATUS ACCESSIBLE TO FIRE DEPARTMENT APPARATUS BY WAY OF AN APPROVED FIRE APPARATUS ................ LOWER§D102.1 ACCESS ROAD WITH AN ASPHALT,CONCRETE OR OTHER APPROVED DRIVING SURFACE COMPLIES ACCESS AND EXISTING ACCESS ROADS LOADING (WITH AREA BREAKDOWN) ENTRY LEVEL.LEVEL...................................... ............................. ot) 0 BSWrF;4 8,508 SF _j_j PARKING .. CAPABLE OF SUPPORTING THE IMPOSED LOAD OF FIRE APPARATUS WEIGHING UP TO 75,000 ......... ft 0 1 4i_ ENT. POUNDS. TOTAL......................................... 10,528 SF (M ASPK 20 x Lj Z ED 7 M ACCESS ROAD WITH WHERE A FIRE HYDRANT IS LOCATED ON A FIRE APPARATUS ACCESS ROAD,THE MINIMUM 0 R, §DI03.1 N CL NOT APPLICABLE-NO HYDRANT ON SITE 0 A HYDRANT ROAD WIDTH SHALL BE 26 FEET,EXCLUSIVE OF SHOULDERS(SEE FIGURE D103.1). X. CONC.WALK FIRE APPARATUS ACCESS ROADS SHALL NOT EXCEED 10 PERCENT IN GRADE. GRADE §D103.2 EXCEPTION:GRADES STEEPER THAN 10 PERCENT AS APPROVED BY THE FIRE CODE COMPLIES OFFICIAL. & DEAD ENDS §D103.4 NOT APPLICABLE DEAD-END FIRE APPARATUS ACCESS ROADS IN EXCESS OF 150 FEET SHALL BE PROVIDED I WITH WIDTH AND TURNAROUND PROVISIONS IN ACCORDANCE WITH TABLE D103 4. >1 GAZEBO GATES SECURING THE FIRE APPARATUS ACCESS ROADS SHALL COMPLY WITH ALL OF THE ........... FOLLOWING CRITERIA: 1.WHERE A SINGLE GATE IS PROVIDED,THE GATE WIDTH SHALL BE NOT LESS THAN 20 FEET. 0 WHERE A FIRE APPARATUS ROAD CONSISTS OF A DIVIDED ROADWAY,THE GATE WIDTH (D Ir, F- ±460 PROPOSED 6"0 FIRE SHALL BE NOT LESS THAN 12 FEET. E - 1:. 6 SPRINKLER SERVICE TO 11 08/19/25 AD ISSUED FOR BID 9�O 2.GATES SHALL BE OF THE SWINGING OR SLIDING TYPE, 4 0 PROPOSED BUILDING 3.CONSTRUCTION OF GATES SHALL BE OF MATERIALS THAT ALLOW MANUAL OPERATION BY ONE PERSON. 10 07/08125 AD REV.PER TOWN AND NYSDOT COMMENTS FIRE APPARATUS 0 R3 4.GATE COMPONENTS SHALL BE MAINTAINED IN AN OPERATIVE CONDITION AT ALL TIMES 0 _y ACCESS ROAD §D103.5 AND REPLACED OR REPAIRED WHEN DEFECTIVE. NOT APPLICABLE 3:: 0 9 AD REV.PER TOWN AND NYSDOT COMMENTS K6. GATES HATCH UN DEPICTS .......................... 5,ELECTRIC GATES SHALL BE EQUIPPED WITH A MEANS OF OPENING THE GATE BY FIRE 0 DEPARTMENT PERSONNEL FOR EMERGENCY ACCESS.EMERGENCY OPENING DEVICES > FIRE LANE 21 8 02/05125 AD REV.PER C SHALL BE APPROVED BY THE FIRE CODE OFFICIAL, SCVVA COMMENTS DATED 01/28/25 4_1 24' 6.METHODS OF LOCKING SHALL BE SUBMITTED FOR APPROVAL BY THE FIRE CODE OFFICIAL, 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 7.ELECTRIC GATE OPERATORS,WHERE PROVIDED,SHALL BE LISTED IN ACCORDANCE WITH FIRE TRUCK UL 325, R5' EA 8.GATES INTENDED FOR AUTOMATIC OPERATION SHALL BE DESIGNED,CONSTRUCTED AND 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT 01/24/25 P, INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ASTM F2200. - 5 12106124 AD REV.PER UPDATED ELECTRIC AND IRPZ WATER STREETS AND ROADS SHALL BE IDENTIFIED WITH APPROVED SIGNS.TEMPORARY SIGNS CJ2 EA SERVICE LOCATIONS SHALL BE INSTALLED AT EACH STREET INTERSECTION WHEN CONSTRUCTION OF NEW ig 01 §505.2 COMPLIES REV.PER UPDATED ELECTRIC AND TELECOM R3. 135'k _10- ROADWAYS ALLOWS PASSAGE BY VEHICLES.SIGNS SHALL BE OF AN APPROVED S Z 4 11/22/24 14M SERVICE LOCATIONS LOCATION OF WEATHER RESISTANT AND BE MAINTAINED UNTIL REPLACED BY PERMANENT SIGNS. FIRE TRUCK i., V WHERE REQUIRED BY THE FIRE CODE OFFICIAL,FIRE APPARATUS ACCESS ROADS SHALL BE 3 10/02/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND FIRE HOSE LENGTHSCDHS COMMENTS DATED 10/02/24 3MARKED WITH PERMANENT NO PARKING-FIRE LANE SIGNS COMPLYING WITH FIGURE 169')(OFFSET 3' 2 07/19/2 FIRE HOSE LENGTH I I .. .. .1. 0 'G STREET OR ROAD D103.6 D103.6.SIGNS SHALL HAVE A MINIMUM DIMENSION OF 12 INCHES WIDE BY 18 INCHES HIGH COMPLIES 4 AM ISSUED TO TOWN FOR CLARITY) § AND HAVE RED LETTERS ON A WHITE REFLECTIVE SIGNS SIGNS SHALL BE POSTED '-,(±169')(OFFSET 3' ON ONE OR BOTH SIDES OF THE FIRE APPARATUS ROAD AS REQU'IRED BY SECTION D103.6.1 1 05/14/24 DID REV. FOR CLARITY) OR D 103.6.2. PER CLIENT COMMENTS 179 r F01 DATE BY DESCRIPTION FIRE LANE SIGNS AS SPECIFIED IN SECTION D103.6 SHALL BE POSTED ON BOTH SIDES OF §D103.6.1 A�iro FIRE APPARATUS ACCESS ROADS THAT ARE 20 TO 26 FEET WIDE. 19.94', COMPLIES ..57.8 EWEXT > ....... ..... ... FIRE LANE SIGNS AS SPECIFIED IN SECTION D1 03 6 SHALL BE POSTED ON ONE SIDE OF FIRE REVISIONS §D103.6.2 APPARATUS ACCESS ROADS MORE THAN 26 FEET WIDE AND L NOT APPLICABLE OPOSED SINGLE-STORY PARISH CENTE �,:� ESS THAN 32 FEET WIDE. 10 PR R WITH UNFINISHED PARTIAL CELLAR BUILDING EQUIPPED WITH BUILDINGS EXCEEDING THREE §D104.1 BUILDINGS OR FACILITIES EXCEEDING 30 FEET OR THREE STORIES IN HEIGHT SHALL HAVE UNFINISHED PARTIAL CELLAR:2,020 SF 91 SPRINKLER SYSTEM.REFER TO PLANS BY FIRE PROTECTION STORIES OR 30 FEET NOT FEWER THAN TWO MEANS OF FIRE APPARATUS ACCESS FOR EACH STRUCTURE. NOT APPLICABLE-1 STORY<30 FEET FIRST FLOOR:8,508 SF IN HEIGHT ENGINEER FOR MORE INFORMATION, > COVERED ENTRY:273 SF BUILDINGS OR FACILITIES HAVING A GROSS BUILDING AREA OF MORE THAN 62,000 SQUARE BUILDINGS FEET SHALL BE PROVIDED WITH TWO SEPARATE AND APPROVED FIRE APPARATUS ACCESS PROPOSED DOMESTIC 0 97 27' A WATER SERVICE SQUARE FEET IN EXCEEDING 62,00 §D104 2 ROADS EXCEPTION.PROJECTS HAVING A GROSS BUILDING AREA OF UP TO 124.000 SQUARE FEET Ld NOT APPLICABLE I AREA THAT HAVE A SINGLE APPROVED FIRE APPARATUS ACCESS ROAD WHERE ALL BUILDINGS G 0 ARE EQUIPPED THROUGHOUT WITH APPROVED AUTOMATIC SPRINKLER SYSTEMS. wo 10 WHERE TWO FIRE APPARATUS ACCESS ROADS ARE REQUIRED,THEY SHALL BE PLACED A r/// E-:I NJ G, N!ME E 11; 0 0 1200 DISTANCE APART EQUAL TO NOT LESS THAN ONE HALF OF THE LENGTH OF THE MAXIMUM REMOTENESS §D104.3 I OV'ERALL DIAGONAL DIMENSION OF THE LOT OR AREA TO BE SERVED,MEASURED IN A NOT APPLICABLE GAL 1 S sm 00 STRAIGHT LINE BETWEEN ACCESSES 664 BLUE POINT ROAD, UNIT B Sly. 0 0 • FE11 Lf) WHERE THE VERTICAL DISTANCE BETWEEN THE GRADE PLANE AND THE HIGHEST ROOF HOLTSVILLE, NEW YORK 11742 0 S 8'ft12'LP. SURFACE EXCEEDS 30 FEET,APPROVED AERIAL FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED.FOR PURPOSES OF THIS SECTION,THE HIGHEST ROOF SURFACE SHALL BE (631) 961-0506 Lr) DETERMINED BY MEASUREMENT TO THE EAVE OF A PITCHED ROOF,THE INTERSECTION OF www.KeyCivilEngineering.com THE ROOF TO THE EXTERIOR WALL,OR THE TOP OF PARAPET WALLS,WHICHEVER IS GREATER. z W.W.( WHERE REQUIRED §0105.1 EXCEPTION:WHERE APPROVED BY THE FIRE CODE OFFICIAL,BUILDINGS OF TYPE IA,TYPE NOT APPLICABLE PA PROJECT NAME IB,OR TYPE IIA CONSTRUCTION,EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER 0 SYSTEM IN ACCORDANCE TO SECTION 903 3.1.1;AND HAVING FIRE FIGHTER ACCESS B. . THROUGH AN ENCLOSED STAIRWAY WITH A CLASS I STANDPIPE,IN CONFORMANCE WITH 0 NFPA 14,FROM THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS TO ALL ROOF ROMAN CATHOLIC CHURCH OF THE SACRED 0 V 0 I 0 SURFACES.AERIAL FIRE APPARATUS HEART PROPOSED PARISH CENTER 1 SM EXISTING ACCESS ROADS AERIAL FIRE APPARATUS ACCESS ROADS SHALL HAVE A MINIMUM UNOBSTRUCTED WIDTH W.W. GRAVE1/1IRT 111VE WIDTH §D105.2 OF 26 FEET,EXCLUSIVE OF SHOULDERS,IN THE IMMEDIATE VICINITY OF THE BUILDING OR NOT APPLICABLE 14300 MAIN ROAD 727II. PORTION THEREOF. WOOD 11 MATTITUCK, NY 11952 STEPS UINCS ONE OR MORE OF THE REQUIRED ACCESS ROUTES MEETING THIS CONDITION SHALL BE LOCATED NOT LESS THAN 15 FEET AND NOT GREATER THAN 30 FEET FROM THE BUILDING, TOWN OF SOUTHOLD, COUNTY OF SUFFOLK < PROXIMITY TO I=0 x BUILDING §D105.3 AND SHALL BE POSITIONED PARALLEL TO ONE ENTIRE SIDE OF THE BUILDING,THE SIDE OF NOT APPLICABLE DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 z THE BUILDING ON WHICH THE AERIAL FIRE APPARATUS ACCESS ROAD IS POSITIONED SHALL BE APPROVED BY THE FIRE CODE OFFICIAL. Ld 0 of 0 UOVERHEAD UTILITY AND POWER LINES SHALL NOT BE LOCATED OVER THE AERIAL FIRE i LLJ L;j 0 APPARATUS ACCESS ROAD OR BETWEEN THE AERIAL FIRE APPARATUS ROAD AND THE DRAWING TITLE x ft z-1 OBSTRUCTION §D105.4 BUILDING.OTHER OBSTRUCTIONS SHALL BE PERMITTED TO BE PLACED WITH THE NOT APPLICABLE M L;j N Z) APPROVAL OF THE FIRE CODE OFFICIAL. to a- 0 ♦ BUILDINGS EQUIPPED WITH A STANDPIPE SYSTEM INSTALLEDN ACCORDANCE WITH FIRE APPARATUS ACCESS GARAGE WHERE REQUIRED §507.5.1.1 SECTION 905 SHALL HAVE A FIRE HYDRANT WITHIN 100 FT OF THE FIRE DEPARTMENT BUILDING IS±405FROM NEAREST -56.30, CONNECTIONS HYDRANT Doug/as dow 41 FIRE HYDRANT SYSTEMS ARE REQUIRED WHERE A PORTION OF THE FACILITY OR BUILDING PLAN HEREAFTER CONSTRUCTED OR MOVED INTO OR WITHIN THE JURISDICTION IS MORE THAN 400 FEET FROM A HYDRANT ON A FIRE APPARATUS ACCESS ROAD,AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE FACILITY OR BUILDING,ON-SITE FIRE now or formerly now or formerly Andrea"Ousler &, 1 Hausler Karen HYDRANTS AND MAINS SHALL BE PROVIDED WHERE REQUIRED BY THE FIRE CODE OFFICIAL. DATE: 05/03/2024 E ` -6 275 9 Was WHERE REQUIRED §507.5 EXCEPTIONS: COMPLIES (.D Malcomson .45 SCALE:0 0 _77"n-I 1.FOR GROUP R-3 AND GROUP U OCCUPANCIES,THE DISTANCE REQUIREMENT SHALL BE kr-, -_-,ft. 600 FEET. 40' TAX L 0-r. now or formerly GARAGE FIRE HYDRANT SYSTEMS 2.FOR BUILDINGS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER L. USc.. Re ; 27 SIDENCC czL 0 L_ SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2,THE DISTANCE PROJECT NUMBER: C) -70NE: "01111 A. Ejag/jv, no "TIVEWAY REQUIREMENT SHALL BE 600 FEET. 23200 (1) R-40 W or formerly P Don 41 UBL/C WATER TA)( LOT' 28 n cost zo 0 0 a on UNOBSTRUCTED ACCESS TO FIRE HYDRANTS SHALL BE MAINTAINED AT ALL TIMES.THE FIRE DRAWING BY: AM RESIDENT! OBSTRUCTION §507.5.4 DEPARTMENT SHALL NOT BE DETERRED OR HINDERED FROM GAINING IMMEDIATE ACCESS NOT APPLICABLE NOT ON SITE USE' Linda Costan.0 0 P ZONE:R-40 USE. R 'rA X L o-r. TO FIRE PROTECTION EQUIPMENT OR FIRE HYDRANTS. UBLIC' WA-[-:R CSIDEN : 20 USA X L 0-r. CHECKED BY: MID 171A, Z- E. RE : 30 CLEAR SPACE §507.5.5 A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE PUBLIC ONE:R_40IDEN77AL AROUND HYDRANTS HYDRANTS,EXCEPT AS OTHERWISE REQUIRED OR APPROVED. NOT APPLICABLE-NOT ON SITE WA 7'ER iONe:SR_40 APPROVED BY: MID PUE?L1C WA zERi I PHYSICAL §S07.5.6 WHERE FIRE HYDRANTS ARE SUBJECT TO IMPACT BY A MOTOR VEHICLE,GUARD POSTS OR NOT APPLICABLE-NOT ON SITE PROTECTION OTHER APPROVED MEANS SHALL COMPLY WITH SECTION 312. SEAL He SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A GRAPHIC SCALE E Vv VIOLATION OF SECTION 7209, SUB-DIVISION 2,OF THE NEW YORK 40 0 20 40 8 1 0 160 PILO?- 9 STATE EDUCATION LAW, fijDRAWING No: ( IN FEET ) LU NO Il1SEALE 1 inch = 40 ft. 081 C-1 0 Know what's below. OpE Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 10 OF 14 YAKey CivilkPirojects12023123200-INNIN Architecture-14300 Main Road-Mattituck'DrawingsWey Civil\23270 72025.08.19SPP1 I-SPDES-RPZ3.dwg ✓'"n �5i ``55SITE 1/4"RADIU) 7"MIN CONCRETE CUR 4"CONC.SIDEWALK WITH 4"THICK CONC.WALK 4000 'p. PSI AT 28 DAY TACK COAT 1I8' PITC 9 MAX 6"&VARIES TO MATCH EXISTING q 6X6X6/6 W.W.F. is o a TOWARDS 1" EXPANSION JOINT FILLER WHEN 2"THICK ASPHALTIC CONCRETE SURFACE © d ROADWAY PITCH @1!4"I FT OR AOBE CONCRETE IS ADJACENT TO EXISTING ASPHALT COJRSE(NYSDOT TYPE 7 OR 7F TOP) RETAINING WALLS,CURBWALL,OR k TOP OF ASPHALT PAVEMENT TO REMAIN d• =1}" PAVEMENT GRADE BUILDING WALLS. " t£,, ' (SEE EXPANSION JOINT DETAIL) 8"THICK CRUSHED STONE/BASE "'. . COJRSE(NYSDOT TYPE 2) n d d COMPACTED SUBGRADE(95%MIN //, \/\/ :......_ t ::. ~ d NOTE d \\/ \\r�\\/%\/ 6"MIN COMPACTED 3/4" COMPACTION),MIN.6"OF SELECT GRANULAR '• CLEAN WASHED STONE OR ::' :::• Z �5. w THE END OF CURB NOT ABUTTING d d FILL OR ACCEPTABLE EXISTING MATERIAL, APPROVED EQUAL EXISTING CURB SHALL BE RAMPED DOWN d 95'%o STANDARD PROCTOR COMPACTED a TO ZERO HEIGHT REVEAL IN THE LAST 10' d q d :....:...:. ..:..:.: ::..:.:.::::..:..:. AT LOCATIONS FACING TRAFFIC. !� STABILIZED SOIL SUBBASE a I I ,MattltUck � < 2-0 4 CONC.SIDEWALK WITH 6X6X6/6 W.W.F. " a� sCt �V�-' ` o >ati tN : ....':: ..... ::........:::......:I: ...;..; ::.......: .;.1.. PITCH 2/0(MAX.) googol�� �3... �. .:;.- ..... " 1l2"RADIUSt.. . 1/4 EXPANSION JOINT olv •�' :...:........:............:........i.:......: .ter 7 .V VA ..::........ k .- :. •� RIES co �. •<:..z.;, ..',:'-:.. .. �: IWtDTH ,:;..., ' WETLANDS STANDARD DUTY PAVEMENT SECTION CONCRETE CURB DETAIL ON-SITE CONCRETE CURB TAPER DETAIL BOUNDARY SECTION B-B (FOR USE ON-SITE) (NYSDOT ITEM 609,04010510,TYPE VF-11 N.T.S. 6"MIN NYSDOT TYPE 2 s SECTION A-A >. 4� N.T.S. COMPACTED STONE 112" CAULKING i� g' ;* N.T.S. OR APPROVED EQUAL 114" B BUILDING A A r • , is f; ,::'; ,s C ; { • i:• w I ' PREMOULDELD EXPANSION 114' 112"x 4" Y Map data C�J2024 Terms Report a map error VARIES PITCH 2%(MAX.) CONCRETE JOINT 1/4"x 1/2"LG.PIN HD.BOLTS A� SEE PLANT SIDEWALK VICINITY MAP WITH NUTS&LOCK WASHERS `� M.U.T.C.D."NO PARKING f EXPANSION JOINT DETAIL ANYTIME"SIGN .'` i- BOLLARD MOUNTED-'NO PARKING PARKING t } N.T.S. ���`'��' �' 114" ANYTIME'SIGN(M.U.T.C.D.#R7-1,NO CONTROL JOINT EVERY 5' PROJECT DATA BOLLARD MOUNTED-'RESERVE B XPANSION JOINT EVERY 15' .:....:, ,<y •. . ARROW) (SKIP WHEREVER (SEE DETAIL) " '''.;•' ;:.:.';':. :;-.:.:.;.. 1;:. ...:::.' PARKING'&'VAN ACCESSIBLE' ,,.••• •-,.. .. "WIDE PAINTED EXPANSION JOINT -SEE SIGNS(M.U.T.C.D.#R7-8&R7-8A) - APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART (TYP.OF 2) STRIPE(BLUE) 0 DETAIL) 112"RADIUS TOOLED JOINT 27835 MAIN ROAD P.O.BOX 926 0 PLAN CONTROL JOINT DETAIL CUTCHOGUE,NY 11935 0 SEE SITE PLA ° CONCRETE SIDEWALK DETAIL TAX MAP NUMBER.................... Dist.1000,Sect.114,Block 11,Lot 1 ° 1/4"x 1/2"LG.PIN HD.BOLTS FOR ADDITIONAL o o SITE AREA.................................. 242,298.52 SF(5.5624 Acres) INFORMATION �4"WIDE PAINTED z o ALVANIZED U CHANNEL POST 0 WITH NUTS&LOCK WASHERS (FOR USE ON-SITE) 0 450. 24"MIN STRIPE(WHITE) o INSTALLED IN 6"DIAMETER COLOR RESERVED N.T.S. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) N 0 CONCRETE SONOTUBE. T MIN. LEGEND&BORDER GREEN(NON-REFLECTORIZED) CURRENT USE........................... CHURCH PAINTED ACCESSIBLE -0 �� > 0 EMBEDMENT DEPTH BACKGROUND WHITE(NON-REFLECTORIZED) PARKING PROPOSED USE......................... PARISH CENTER o SYMBOL WHITE(NON-REFLECTORIZED) M.U.T.C.D.'RESERVED SYMBOL(TYP) Q BACKGROUND BLUE(NON-REFLECTORIZED) " p (M.U.T.C.D.R7.8) PARKING'SIGN PROPOSED CONCRETE LANDING TO MEET EXISTING FOOTPRINT............... 8,567 SF (R7-8) PAVEMENT FLUSH SLOPE 1.5%(2%MAX.)IN PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) --8'-0"- �-• .8'-0"-�- 8'.0"-►�- -9'-0"--� co 0 ANY DIRECTION COVERED ENTRY:273 SF 0 NOTES 0 PROPOSED ACCESSIBLE CONCRETE RAMP GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF °0 1. ACCESSIBLE PARKING SIGN SHALL 1119111 M.U.T.C.D.'VAN 7.5%SLOPE(8.3%MAX.)BROOM FINISH (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF NOTES: o CONFORM WITH CURRENT FEDERAL, ACCESSIBLE'SIGN RAMP SURFACE PERPENDICULAR TO TOTAL...................................................10,528 SF 1.CONTRACTOR TO APPLY 2 COATS OF PAINT ° STATE,AND LOCAL CODES AND REGULATIONS. VAN (R7-8A) SLOPE PER ADA STANDARDS(TYP.) PAINTED ACCESSIBLE & STANDARD STRIPING AREA DETAIL NO PARKING ANYTIME SIGN 2. VAN ACCESSIBLE SIGN SHALL CONFORM (FOR USE ON-SITE) (M.U.T.C.D.#R7-1,NO ARROW)(NYR#7.4) WITH CURRENT FEDERAL,STATE,AND ACCESSIBLE PROPOSED SIDEWALK 1.5% 2A+O.D. N.T.S. LOCAL CODES AND REGULATIONS. CROSS SLOPE(2°/a MAX.) �'' ` "r v A O.D. A-- "- N.T.S. 3. SIGN MOUNTING HEIGHT SHALL BE 60 TO Q ` � o a ,: 84 INCHES MEASURED FROM GROUND a III �' LUSH CURB SURFACE OF PARKING STALLS. oCOLORED PLASTIC � '---GALVANIZED U CHANNEL �' WARNING TAPE POST INSTALLED IN 6" 6 > DESCRIBING BURIED w DIAMETER CONCRETE COMPACTED SELECT co SONOTUBE.T MIN. UTILITY A MINIMUM BACKFILL(95%PROCTOR) 0 EMBEDMENT DEPTH ROPOSED CURB OF 12"BELOW p o FINISHED GRADE O.D.12 MIN 11 08/19/25 AD ISSUED FORBID ~ ° NOTES � ° 1. ON-SITE RAMPS MUST CONFORM TO SECTION 406 OF ICC/ANSI A114.1-2009. 10 07/08/25 AD REV.PER TOWN AND NYSDOT COMMENTS 0 2. SEE SITE PLAN FOR DIMENSIONS. CRUSHED STONE BASE OR NYSDEC B CERTIFIED R.C.A.TO BE USED WHEN 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS PIPE IS INSTALLED BETWEEN 6"8:13' ACCESSIBLE PARKING SIGN ON-SITE ACCESSIBLE RAMP DETAIL - TYPE I BELOW EXISTING SURFACE NDISTURBED SUBGRADE 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01128/25 LIGHT POLE FOUNDATION SCHEDULE ELEVATITBELO E PIPE XISTING ACE (M.U.T.C.D.#R7-8&R7.8A) N.T.S. 13 FEET BELOW EXISTING SURFACE 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 MAXIMUM HEIGHT ABOVE GRADE W 35'-0"MAX N.T.S. ELEVATION,STONE IS NOT REQUIRED. ASSUMED AVERAGE POLE DIAMETER WIDTH'B' 5"(SQUARE ALUMINUM) IF ROCK OR UNSTABLE MATERIAL 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT IS ENCOUNTERED EXCAVATE TO REV.PER UPDATED ELECTRIC AND RPZ WATER MAXIMUM NUMBER OF FIXTURES SINGLE OBTAIN A STABLE BOTTOM 5 12/06/24 AD SERVICE LOCATIONS MINIMUM DIMENSIONS FOR PIPE BEDDING 4 11/22/24 AM REV.PER UPDATED ELECTRIC AND TELECOM MINIMUM FOUNDATION DIAMETER'C' 2'-0" PIPE DIAMETER A B SERVICE LOCATIONS (INCHES) (INCHES) (INCHES) 3 10/02/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND MINIMUM FOUNDATION DEPTH'D' 5'-0" SCDHS COMMENTS DATED 10/02/24 UP T018 12 6 REINFORCING TIES'E' * #3 TIE AT 12"O.C. 2 07/19/24 AM ISSUED TO TOWN VERTICAL HOOKED REINFORCEMENT'F' (6)#6 BARS EQUALLY SPACED 1 05/14/24 DID REV.PER CLIENT COMMENTS WARNING TAPE NOTES *=ADD 3 TIES,1-1/2"C-C,AT TOP OF THE FOUNDATION NO. DATE BY DESCRIPTION 1. WARNING TAPE ABOVE ALL STORMWATER PIPING SHALL BE BLUE AND STATE"STORMWATER PIPE"OR APPROVED EQUAL. REVISIONS 2. WARNING TAPE ABOVE ALL SANITARY SEWER PIPING SHALL BE GREEN AND STATE"SANITARY SEWER PIPE"OR APPROVED EQUAL" y .I a ' SEE LUMINAIRE SCHEDULE I ONCRETE FOUNDATION DESIGN CRITERIA STORMWATER I SANITARY PIPE INSTALLATION DETAIL FOR NUMBER AND CONFIGURATION OF FIXTURES �•G�, MIN.DIAMETER'C' QJ SUBGRADE MINIMUM ALLOWABLE BEARING PRESSURE=3,000 PSF(ASSUMED) N.T.S. c� " %; .� EAVY DUTY GRAY IRON(CL35)DRAINAGE STRUCTURE SETS BY EJ . S '• 3"CLEAR SOIL FRICTION ANGLE=30 DEG(ASSUMED) ROUND COVER SET MODEL No.:V1600-3 RG REV/CPH2 CV UND ;I MOUNTING ARM BY I ASSUMED POLE ••• '~ ` '` •i�.. COVER(TYP.) ROUND GRATE SET MODEL No.:V3600-3 RG REV/CPH2 CV UND " LIGHTING MANUFACTURER �:.� ®•. OR APPROVED EQUALS WIDTH('B') '; '.. SOIL DRY UNIT WEIGHT=110 PCF(ASSUMED) CONCRETE CHIMNEY OR 4� h ua av < -" .;'+'.•, - - BRICK ADJUSTMENT 664 BLUE POINT ROAD, UNIT B BASIC WIND SPEED=130MPH FINISHED GRADE Q HOLTSVILLE NEW YORK 11742 IL LIGHT POLE(ALUMINUM)BY ;. :..•,. LIGHTING MANUFACTURER I •• t •• z AST IN PLACE WINDOWS EINFORCINGTIE'E' 10"CONCRETE TOP TO WWW.Ke CivilEnli O eD6 "com w AS REQUIRED. 0 24" q o SUPPORT H-20 VEHICULAR Y 9 9 15"0 ADS N-12 PIPE Cl) LOADING,4000 PSI AT 28 DAYS w I VERTICAL REINFORCEMENT BAR'F o I I ---- PROJECT NAME o ¢ HANDHOLE WITH COVER N � ELECTRIC CONDUIT SECTION VIEW ® ® ® ® ® ® � ROMAN CATHOLIC CHURCH OF THE SACRED STUB UP MINIMUM V-0" I ® ® ® ® ® ® i" ANCHOR BOLTS AND BASE PLATE ® ® ® ® ® ® ` RAINAGE RINGS SHALL BE WRAPPED HEART PROPOSED PARISH CENTER WITH E TEXTILE FILTER FABRIC • ___ 14300 MAIN ROAD BY LIGHTING MANUFACTURER J . ao T MIN BACKFILL UNDER,AROUND AN ® ® ® ® ® oI ® MATTITUCK, NY 11952 HIGH-STRENGT TOP OF DRYWELL WITH CLEAN w 8" 4'-0" a 8" NON-SHRINK GROUT + 8"MAX IN LANDSCAPE AREAS GENERAL FOUNDATION NOTES E3 ® ® ® ® =I TOWN OF SOUTHOLD, COUNTY OF SUFFOLK GRANULAR GRAVEL AND SAND c� 5-4- (WHEN DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 CURB(SEE SITE PLA 1"CHAMFER(TYP LOCATED IN PAVED ®¢® ® ® ® w) 113 FOR LOCATION) AREA,PROVIDE 3'MIN AND PAINT ®2® ® ® ® jI 4. CONCRETE BASE YELLOW) 1. STRUCTURAL CONCRETE AND CONCRETING PRACTICES SHALL CONFORM WITH ACI-318, "BUILDING CODE q Q 2'MIN. y REQUIREMENTS FOR STRUCTURAL CONCRETE." DETAILS SHALL BE IN ACCORDANCE WITH ACI-315,"MANUAL OF ®N® ® ® ® �I 03 FINISHED GRADE STANDARD PRACTICE: DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." FORMWORK SHALL CONFORM w \� PLAN DRAWING TITLE \�\i\\�\\\\��`\\\\�\ •�. :'4\\ \\\\\/\\\\ / /\\\\\\ WITH ACI-347, "GUIDE TO FORMWORK FOR CONCRETE," UNLESS OTHERWISE NOTED ON THE CONTRACT ® ® ® 1771 ® Q wI ® J NOTES //,,//,,//,,//,,//,,//,,//,,// //,,///. DOCUMENTS. �/ ® r ® ® ® z 1 ® 6 1. MANHOLE TO BE IN ACCORDANCE WITH ASTM C-478 2. CONCRETE SHALL BE NORMAL WEIGHT STONE AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 / 071 ® r ® ® 1 ® co 2. CONCRETE 4000 PSI @ 28 DAYS. U*.' t' o =0 3. REINFORCEMENT AS REQUIRED FOR H-20 LOADING DETAIL SHEET PSI AT 28 DAYS. ALL DESIGN MIXES SHALL BE PROPORTIONED IN ACCORDANCE TO SECTION 5.3,"PROPORTIONING oW ® ® r ® ® of ® > -HEAVY DUTY GRAY IRON(CL35) �� q ON THE BASIS OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES"OF ACI-318. THE WATER-CEMENT RATIO FOR THE /� ® ® ® ® ® j ® �� ,� DRAINAGE STRUCTURE SET BY CAMBELL N FOR PRECAST FOUNDATIONS.SUITABLE PROPOSED MIX DESIGN SHALL ACHIEVE AN AVERAGE 28-DAY STRENGTH OF 1,200 PSI GREATER THAN THE o w FOUNDARY COMPANY CURB INLET SET BACKFILL MATERIALS SHALL BE REQUIRED STRENGTH ON LABORATORY TEST RESULTS. ALL DESIGN MIXES INCLUDING HISTORICAL TEST RESULTS w ® ® ® ® ® ® MODEL No.:2617 OR APPROVED EQUAL COMPACTED TO 95%OPTIMUM DRY SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. g �j ® ® ® ® ® DATE: 05/03/2024 o PROCTOR DENSITY IN 9"LOOSE LIFTS 12"0 ' r- 3. CONCRETE SHALL HAVE A SLUMP NO GREATER THAN 4"TO WITHIN A TOLERANCE OF 1". ® ® ® u�l ® ® T-0"MIN / Z 8" 2'-6" 8 .. �; \� ® ® ® ® ® ® ROUT AROUND SCALE: N.T.S. 0 4. EXPOSED CONCRETE SHALL BE AIR ENTRAINED,6%(WITHIN 1%TOLERANCE),CONFORMING TO ASTM C 260. \ ENTIRE PIPE y~ ® ® ® ® ® ® co PROJECT NUMBER: 23200 w 5. CONCRETE SHALL BE CONSOLIDATED IN PLACE USING AN INTERNAL VIBRATOR. w I O +^ + AUGERED OR FORMED CAST-IN-PLACE OR GROUNDWATER 4 z > I i DRAWING BY: AM • PRECAST CONCRETE PIER FOUNDATION 6. REINFORCING STEEL BARS SHALL BE BILLET STEEL CONFORMING TO ASTM A 615,GRADE 60. ALL REINFORCEMENT �z REINFORCING (4,000 PSI AIR-ENTRAINED CONCRETE) SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED,ADDITIONAL BARS OR STIRRUPS i ? • AST IN PLACE PIPE CHECKED BY: p TIE SPACING'E' " `•� >.�, ':' SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS. BAR SUPPORTS IN CONTACT .A MP WITH EXPOSED SURFACES SHALL BE PLASTIC TIPPED. ALL ACCESSORIES SHALL BE GALVANIZED. 6'-0"MIN.PENETRATION INTO A VIRGI a WINDOWS AS REQUIRED APPROVED BY: MP � •.: .,", STRATA OF SAND AND GRAVEL.REFER o, ,000 P.S.I.CONCRETE z_ 7. ALL SPLICES OF REINFORCING BARS NOT INDICATED ARE TO BELTS AS PER THE REINFORCING SPLICE SCHEDULE TO SOIL BORING ON SHEET C-4 FOR p NOTE OR 40 BAR DIAMETERS. DISCONTINUOUS ENDS OF CONTINUOUS BARS SHALL BE STANDARD HOOKS. DETAILS ON APPROXIMATE DEPTHS OF DRYWELL DETAIL 18"SQUARE SEAL&SIGNATURE: ALTERATION C ADDITION TO THIS VERTICAL ; "• "• SEE LIGHT POLE FOUNDATION SCHEDULE 3'-10" /a"CLEAN WASHED DOCUMENT EXCEPT GI A LICENSED �Y_', EXCAVATION REQUIRED. (FOR USE ON-SITE) AGGREGATE(SIZE NO.57 E PROFESSIONAL ENGINEER IS A REINFORCEMENT BAR'F' '.' r j FOR ADDITIONAL INFORMATION. 8. SHOP DRAWINGS OF REINFORCING TO BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION SECTION A-A AS PER ASTM C 33) OF Nc W y, VIOLAI"ON OF SECTION 7209, AND ORDERING OF MATERIAL. SHOP DRAWINGS SHALL SHOW ALL REINFORCEMENTS, SPLICE LENGTHS, BAR N.T.S. 1! O SUB-DIVISION 2,OF THE NEW YORK C, PI or STATE EDUCATION LAW •j•; LE SHOP DRAWINGS.ENDSCHEDULES,AND CONCRETE DIMENSIONS. REINFORCING LAYERS SHALL BE SHOWN SEPARATELY NOTE: DESIGN COMPRESSIVE STRENGTH=4,000 P.S.I.@ 28 DAYS AASHTO H-20 LOADING �� �� Q rq 3"CLEARCOVER(TYP) 4-0 x 2 -6 PRECAST CONCRETE CATCH BASIN �; �P * DRAWING No: 2) SEAL PIPE OPENINGS WITH NON-SHRINK GROUT (FOR USE ON-SITE `' •• 9. CONCRETE FIELD TESTS SHALL BE PERFORMED AS REQUIRED BY GOVERNING CODES BY A QUALIFIED 3) PROPOSED STROMWATER PIPING TO BE 15"DIA.CORRUGATED HDPE UNLESS NOTED. N.T.S. ) * S' • '1 W yl.FOUNDATION I INDEPENDENT INSPECTION FIRM. TESTS SHALL NOT BE TAKEN LESS THAN ONCE A DAY OR LESS THAN ONCE PER NOT •It Y�I;, ALED " DIAMETER'C') f 150 CUBIC YARDS OF CONCRETE. NO LESS THAN 6 TEST CYLINDERS ARE TO BE TAKEN TO OBTAIN 7-DAY AND 0 Ch 28-DAY AVERAGE COMPRESSIVE STRENGTHS. �'j. 'Z WELL COMPACTE � 0816 � C-1 1 SUBGRADE 10. IF CAVING OF DRILLED HOLES ARE ENCOUNTERED, CONTRACTOR SHALL PROVIDE BENTONITE SLURRY IN QAROFE OAP PERMANENT CASINGS FOR DRILLED CONCRETE PIER FOUNDATIONS. ELEVATION VIEW 11. CONCRETE SHALL ATTAIN 80% OF THE DESIGN STRENGTH OR CURE FOR A MINIMUM OF 7-DAYS PRIOR TO THE TYPICAL LIGHT POLE FOUNDATION DETAIL INSTALLATION OF THE LIGHT POLES OR ALL LIGHT POLES ARE TO BE SUITABLY BRACED AGAINST WIND LOADS, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER N.T.S. EARTH PRESSURE,AND CONSTRUCTION LOADS DURING THE ABOVE MENTIONED TIMEFRAME. OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARL PILOTTA, P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK STATE PROFESSIONAL ENGINEER 0081558 11 OF 14 YAKey CiviI\Projects\2023123200_JMN Architecture_14300 Main Road_Mattituck0rawingsWey CiviI123200_2025.08.19_SPP11_SPDES_RPZ3.dwg i OZ N E a NYSDOT ITEM NUMBER TABLE fZS I T111"'El I 1Q 609.04010510 CONCRETE CURB TYPE VF6c 608.0105010 0,9 CURB RAMP CONFIGURATION TYPE 1D�� __---•W--'- .�-- � l 608.01050605 6 THICK CURB RAMP 608.01010002 CONCRETE SIDEWALK.AMERICAN WITH DISABILTIES ACTS' ---W �. . ' APPROXIMATE LIMIT OFE� R II 25 PROPOSED SAWCUT O U V ±524' 203.02 UNCLASSIFIED EXCAVATION&DISPOSAL _____�( ' (NYSDOT ITEM#627.50140008) TO NYSDOT REFERENCE 5',� '10 260 MARKER#25 07041537 610.1402 TOPSOIL-ROADSIDE(4" DEEP) Y ' $ ftp PROPOSED ASPHALT REPLACEMENT ' 81 PROPOSED ROADSIDE-TOPSOIL& /} 0 610,1601 TURF ESTABLISHMENT-ROADSIDE f N�0�1 o d ' PER NYSDOT REGION 10 DETAILS �. TURF ESTABLISHMENT(NYSDOT DWG NO.PR-7(SEE DETAIL ON ITEM#610.1402ɢ.1601)(TYP.) APPROXIMATE LIMIT OF 627.50140008 ASPHALT PAVEMENT SAWCUT SHEET C-13 FOR ITEM NUMBERS) PROPOSED SAWCUT I (NYSDOT ITEM#627.50140008) 490.30 4 MISCELLANEOUS COLD MILLING Mattituck `` atiff€ I Av <£.• .•' EXISTING ROADS &TURF �v E � • i,; 2� 1 ESTABLISHMENT(NYSDOT ITEM#610.1402& E �I EXISTING MANHOLE TO BE RESET 407.0102 DILUTED TACK COAT 1ahe I '• • PROPOSED WHITE PAINT #610.1601)TO REMAIN.CONTRACTOR TO REPLACE TO PROPOSED GRADES AND MADE �� lw1DTHNpRIES) WETLANDS !.' '^ REFLECTORIZED PAVEMENT MARKING 404.098101 TOP COURSE ' IF DAMAGED,AS DIRECTED BY NYSDOT.(TYP.) 7 FLUSH WITH NO TRIPPING HAZARD ` BOUNDARY d 147' (NYSDOT ITEM#685.07150110) /C III APPROXIMATE LIMIT OF �. ® 404.1989 BINDER COURSE ` I' TO NYSDOT REFERENCE / PROPOSED CONCRETE CURB TYPE -� MARKER#25 07041536 PROPOSED SAWCUT (NYSDOT ITEM#627.50140008) VF6)(NYSDOT ITEM#609.04010510) / 404.2589 BASE COURSE ' L • TC 19.95 TC 19.90 (� �J 1.5'LONG CURB TAPER / J BC 19.95 BC 19.90 • 304.10119917 SUBBASE COURSE --`0�- EXISTING DRAINAGE INLET TO REMAIN. TC 20.12 TC 20.18 EXISTING CONCRETE CURB(TYPE PROPOSED INLET PROTECTION TO BE 209.11010024 TEMPORARY CATCH BASIN INSERT ,.. PROPOSED 23'WIDE CURB 26.17 C ,�D �-- ® � BC 19.87 BC 19.93 VF6)TO BE REPLACED IN KIND 2•5 l co UTILIZED DURING CONSTRUCTION 3' �"-'o s 685.07150110 WHITE PAINT REFLECTORIZED PAVEMENT MARKING : ``'`"< "'.:. ' p dataa2024 Terms ; Re orta ma perror REPLACE EXISTING v i CUT TO REPAA �.�.�.. EX 26.15 (NYSDOT ITEM#609.04010510) �- " 3 • "''� •26.26 ' _.--`O''� ����� (NYSDOT ITEM#209.11010024) .,---`� .`5• .�� TC 19.96 �� P P 2 BC 19.96 625,05 STEEL PIN AND CAP R.O.W.MARKER �--. . . . . . . . . . Ag 99 VICINITY MAP PROPOSED NYSIDOT�„ E 1 D CONCRETE CURB RAMP ago --' TC 19.99 - -! PER NYSDOT REGION 10 CURB RAMP DETAILS DWG NO. PTC 26.69 � � �� �' • � 625.06 PERMANENT SURVEY MARKER N.T.S. .P 4 BC 19.99 20.45 7- j EBC 26.36 I CRD-1 WITH RAMP SIDE OPTION A AND DETECTABLE .+. ,,,......----w ... w TC 20.23 �' 00 v WARNING SURFACE PLACEMENT OPTION 1(NYSDOT PROJECT DATA C� ® BC 19.98 °o ITEM#608.01050109ɠ.01050605) TC 26.67 ter.�"' = 20.50 20.40 O ' APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART ��•d v ..� PROPOSED ASPHALT REPLACEMENT o� LEGEND __Q�. EC 26.34 J . 26.28 .r•� OT S w PER NYSDOT REGION 10 DETAILS 27835 MAIN ROAD �. ' l.5' 1 P.O.BOX 926 26.33 a" ,,,®®' _�''' •-•�"'' � DWG N0.PR-7(SEE DETAIL ON EXISTING ITEM PROPOSED f PROPOSED CONCRETE SIDEWALK AND CURB 1 .00000 ° - 9 SHEET C•13 FOR ITEM NUMBERS CUTCHOGUE NY 11935 PROPOSED ROADSIDE-TOPSOIL& 20.45 -� ) TO MEET EXISTING FLUSH WITH NO TRIPPING " .. E ..j1� TURF ESTABLISHMENT(NYSDOT TAX MAP NUK46ER..................... Dist.1000.Sect.114,Block 11,Lot 1 HAZARD.NYSDOT INSPECTOR TO DETERMINE 26.35 EXISTING UTILITY POLE PROPOSED CONCRETE EXISTING CONCRETE SIDEWALK NYSDOT R17' - C ) PROPERTY LINE ( ITEM#610.1402ɢ.1601)(TYP.) ��j SITE AREA.................................. 242,298.52 SF 5 5�24 Acres EXTENT OF SIDEWALK AND CURB SAWCUT _ r" TO REMAIN(TYP.) SIDEWALK(NYSDOT ITEM#608.01010002)TO REMAIN. , d TC 20.29 TC 20.01 j { " } BASED ON FIELD CONDITIONS.(TYP.) 26.42 26.35 ITEM#608.01010002) CONTRACTOR TO REPLACE IF DAMAGED, ®SLOPE ON TRANSITION PORTION OF BC 20.04 BC 20.01 CURRENT ZONING,................._ RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) �• AS DIRECTED BY NYSDOT.(TYP.) SIDEWALK SHALL NOT EXCEED 5% BUILDING CURRENT USE........................... CHURCH -'EXISTING DRIVEWAY TO BE PROPOSED"STOP" RUNNING&2%%ROBS SLOPE(TYP.) PROPOSED USE......................... PARISH CENTER REPLACED WITH NYSDOT SIGN(MUTCD#R1-1) ( I EXISTING FOOTPRINT............... 8,567 SF ice___-�"'--' �� �"I • Fv r TYPE 3 DRIVEWAY ENTRANCE I PROPOSED CONCRETE SIDEWALK CONCRETE CURB `�I PROPOSED 6"CONCRETE TO MEET EXISTING FLUSH WITH NO HEDGE (PROPOSED FOOTPRINT........... 8,508 SF INCLUDING BUILDING CANOPY) COVERED ENTRY:273 SF Yj EXISTING CONCRETE CURB(NYSDOT ' SIDEWALK(NYSDOT ITEM ( ' TRIPPING HAZARD(TYP.) ( ITEM#609.04010510)TO REMAIN. #608,01100609) (�r\ DEPRESSED CURB GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF CONTRACTOR TO REPLACE IF �) �J I (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF DAMAGED,AS DIRECTED BY NYSDOT. TOTAL..L .................................................10,528 SF � I � CONCRETE PAVEMENT ° e' S f Lfl ( --- ASPHALT PAVEMENT CORNER OF NYS ROUTE 25 & REEVE AVE. ROADSIDE-TOPSOIL SCALE:1"=10' 19.19 SPOT GRADE 11 08/19/25 AD ISSUED FOR BID 10 07/08/25 AD REV.PER TOWN AND NYSDOT COMMENTS DRIVEWAY ENTRANCE ALONG NYS ROUTE 25 TOP AND ELEVATION OF TC 20.03 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS kjy SCALE:1"=10' CURB ELEVATION BC 20.03 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 CiDb UTILITY POLE 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT �- LIGHT POLE 5 12/06/24 AD REV.PER SERVICE LOCATIONS ELECTRIC AND RPZ WATER 4 11/22/24 AM REV.PER UPDATED ELECTRIC AND TELECOM / ACCESSIBLE SITE REQUIREMENTS SERVICE LOCATIONS 2•!.5� NYSDOT NOTES OT.S. SIGN T 3 10/02/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND a. BEFORE CONSTRUCTION,THE CONTRACTOR SHALL COORDINATE WITH STATE PERMIT ENGINEER REGARDING APPROPRIATE LOCATION FOR SCDHS COMMENTS DATED 10/02/24 SNOW STAKES SLEEVES. a. ACCESSIBLE RAMP,CURB RAMP:1. MAXIMUM ALLOWABLE SLOPE: 2 07/19/24 AM ISSUED TO TOWN b. AFTER CONSTRUCTION,SIDEWALKS AND RAMPS MUST BE EVALUATED FOR COMPLIANCE WITH CURRENT ADA STANDARDS.THE PERMITTEE OR • 8.3%LONGITUDINAL SLOPE IN THE DIRECTION OF TRAVEL(7.5%PREFERRED DESIGN SLOPE) FIRE HYDRANT 1 05/14/24 DIDREV.PER CLIENT COMMENTS HIS DESIGNATED "DESIGNER OF RECORD" SHALL FIELD VERIFY THAT THE PEDESTRIAN FEATURES (RAMPS, SIDEWALK, ETC.) WERE 2.0%CROSS SLOPE(1.5%PREFERRED DESIGN SLOPE) EXISTING ROADSIDE-TOPSOIL&TURF EXISTING CONCRETE SIDEWALK PROPOSED ROADSIDE-TOPSOIL& CONSTRUCTED SPECS SECTION b. LANDING,TURNING SPACE,PARKING STALL,PARKING ACCESS AISLE: NO. DATE BY DESCRIPTION ESTABLISHMENT(NYSDOT ITEM#610.1402& (NYSDOT ITEM#608!01010002) TURF ESTABLISHMENT(NYSDOT • 2%SLOPE IN ANY DIRECTION(1.5%PREFERRED DESIGN SLOPE) REQUIRED DOCUMENTATION CURRENT ADA STANDARDS OUTLINED IN NYSDOT TO THE STATE PERMIT ENGINEER BEEFOREFORE THE WORK CAN BEE A A AND RELATED STANDARD SHEETS. SUBMIT ACCEPTED AS COMPLETE AND THE PERMIT BE ELECTRIC MANHOLE ACCESSIBLE PATH: #610.1601)TO REMAIN.CONTRACTOR TO REPLACE TO BE REMOVED(TYP.) ITEM#610.1402ɢ.1601)(TYP.)_/ CLOSED. THE FEATURES THAT DO NOT COMPLY WITH ADA REQUIREMENTS UPON COMPLETION WILL REQUIRE REMOVAL AND c. • 5.0%LONGITUDINAL SLOPE IN THE DIRECTION OF TRAVEL(4.5%PREFERRED DESIGN SLOPE) COVER REVISIONS IF DAMAGED,AS DIRECTED BY NYSDOT.(TYP.) RECONSTRUCTION.�� O v • 2.0%CROSS SLOPE(1.5%PREFERRED DESIGN SLOPE) c. REPAIR EXISTING SHOULDER,SIDEWALK AND CURBING AS ORDERED BY THE STATE ENGINEER, TELECOM MANHOLE EXISTING CONCRETE SIDEWALK(NYSDOT 2. MINIMUM ALLOWABLE CLEARANCE: T COVER ITEM#608.01010002)TO REMAIN. a. ACCESSIBLE RAMP,CURB RAMP: d. ANY SIDEWALK PANELS OR CONNECTING PAVEMENT THAT HAVE SETTLED WITH A GREATER THAN/, LIP OR CRACK OVER 12"WIDE SHALL BE 36"CLEAR WIDTH CONTRACTOR TO REPLACE IF DAMAGED, ` ` REPLACED TO MEET ADA REQUIREMENTS. b. ACCESSIBLE RAMP LANDING: AS DIRECTED BY NYSDOT.(TYP.) .`.` `. • WIDTH EQUAL TO RAMP WIDTH INLET -ter n0 `.`• .`• -` - e. RUNNING SLOPE OF THE DRIVEWAY WITHIN THE ROW SHALL NOT EXCEED 6%. • „ _ • 36IN DIRECTION OF TRAVEL AT TOP OF RAMP J OT•S .".`.'.` - -/,0000 f. CONSTRUCTION MATERIALS AND EQUIPMENT SHOULD BE REMOVED FROM THE NYSDOT ROW AT THE END OF EACH WORKDAY. MATERIALS • 60"!N DIRECTION OF TRAVEL AT BOTTOM OF RAMP 6' 9 .•• ALLOWED TO REMAIN ON SITE MUST BE STORED OUTSIDE THE VEHICLE CLEAR ZONE. c. :C SESSIIB H PATH WALKWAY: TREE w+ a, 5 g. ALL NEW OR RELOCATED SIGNPOSTS MUST BE INSTALLED IN PVC SLEEVES. d. TURNING SPACE: V 1 7l P1 1d, w O 00 r L" h. SNOW STORAGE STRIP AND SIDEWALK RESTORATION MUST MATCH OR ENHANCE THE AESTHETIC VALUE OF THE SIMILAR FEATURES IN THE e. PARKING STALL: 664 BLUE POINT ROAD, UNIT 13•+ • CAR:96"WIDTH(SEE NOTE 7) HOLTSVILLE NEW YORK 11742 2.:.-�-''" NEIGHBORHOOD. (631�) 961-0506 • VAN OPTION A:132"WIDTH .p. PROPOSED CONCRETE • VAN OPTION B:96"WIDTH /� SIDEWALK(NYSDOT I. MINIMUM WIDTH OF ASPHALT RESTORATION SHOULD BE4'FOR PROPER COMPACTION.ADD TOVERCUT FOR TOP COURSE. f. ACCESS AISLE: www.KeyCivilEngineering.com •�" ITEM#608.01010 CAR:60"WIDTH&FULL LENGTH OF PARKING SPACE(SEE NOTE 7)) j. ALL COLD JOINTS TO BE SEALED WITH HOT APPLIED SEALANT. . VAN OPTION A:60"WIDTH&FULL LENGTH OF PARKING SPACE PROJECT NAME PROPOSED CONCRETE k. TACK COAT IS REQUIRED BETWEEN ALL LIFTS AND JOINTS,REGARDLESS OF WHEN PLACED. VAN OPTION B:96"WIDTH&FULL LENGTH OF PARKING SPACE REFER TO SHEET C-13 (NYSDOT DETAIL SIDEWALK TO MEET 3. THERE IS NO TOLERANCE ON VALUES ABOVE ALLOWABLE MAXIMUM SLOPES. CONSTRUCTION TOLERANCE IS BUILT IN TO SHEET) FOR ALL DETAILS TO BE USED ROMAN CATHOLIC CHURCH OF THE SACRED EXISTING FLUSH WITH NO I. THE THICKNESS OF CURB RAMPS SHOULD BE A MINIMUM 6" AND THEY SHOULD INCLUDE WIRE FABRIC REINFORCEMENT WITH 3" OF TOP TRIPPING HAZARD(TYP.) d- COVER. DESIGN AND SHOULD BE FORMED AND CONSTRUCTED WITH TOLERANCE SO THAT FINISHED SLOPES DO NOT EXCEED THE MAXIMUM ALLOWABLE SLOPES. IN THE NYSDOT RIGHT-OF-WAY. HEART PROPOSED PARISH CENTER m. THE RAMPS SHALL HAVE A LEVEL 5'x5'LANDING IN THE SIDEWALK. 4CONDITIONS R CONCRETE 14300 MAIN ROAD SURFACES)S ALL ACCESSIBLE NOT I CLU EGAPS GREATERTHAN 1/2"OR VERTICAL CHANG S ORAT JOINTS SYSTEMS TWEEN UONIITS GREATER MATTITUCK, NY 11952 SIDEWALK ALONG NYS ROUTE 25 n. THE CURB RAMPS SHALL BE ORIENTED TO DIRECT THE PEDESTRIANS STRAIGHT TO THE DESTINATION RAMP ACROSS THE DRIVEWAY/STREET. THAN 1/4"UNLESS THE OVERALL LEVEL CHANGE DOES NOT EXCEED 1/2"AND THE LEVEL CHANGE IS BEVELED AT 50%. CONTRACTOR TO CONFIRM GRADES IN TOWN OF SOUTHOLD, COUNTY OF SUFFOLK SCALE:1"=10' o. EROSION AND SEDIMENT CONTROL DETAILS SHALL FOLLOW STANDARD SHEETS 209. NYSDOT R.O.W. PRIOR TO CONSTRUCTION DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 5. THE DRAWINGS ARE DESIGNED TO MEET ACCESSIBILITY STANDARDS AT MINIMUM.LOCAL AND STATE REQUIREMENTS MAY p. ALL DRIVEWAYS AND SIDE ROADS IMPACTED BY THE WORK ZONE TRAFFIC SCHEME SHALL BE KEPT OPEN AND ACCESSIBLE ALL THE TIME. HAVE ADDITIONAL STANDARDS, AND NOTIFY ENGINEER OF RECORD OF 6. PROVIDE ONE ACCESSIBLE ROUTE FROM BUILDING ENTRANCE TO PUBLIC RIGHT OF WAY TO MEET APPLICABLE ANY DISCREPANCIES. DRAWING TITLE q. NYSDOT GENERAL ROADSIDE SEED MIX SHALL BE USED FOR ALL GRASS RESTORATION. ACCESSIBILITY REQUIREMENTS NOTED ABOVE. r. APPROVED ITEMS CAN BE VERIFIED AT WWW.DOT.NY.GOV/PIC.STANDARD SHEETS ARE AVAILABLE AT;STANDARD SHEETS(US CUSTOMARY) 7• IN NYS(EXCLUDING NYC), ALL ACCESSIBLE STALLS ARE REQUIRED TO BE VAN ACCESSIBLE. (NY.GOV).FOR MORE INFO,PLEASE GO TO WWW.DOT.NY.GOV/PERMITS. NYSDOT SITE PLAN s. ANY UTILITY WORK PROPOSED IN STATE HIGHWAY ROW WILL REQUIRE SEPARATE APPLICATION AND SUBMISSION OF RESTORATION PLANS. FOLLOW THE GUIDELINES OF OUR UTILITY HANDBOOK, BLUE BOOK TITLED, 'REQUIREMENTS FOR THE DESIGN AND CONSTRUCTION OF UNDERGROUND UTILITY INSTALLATIONS WITHIN THE STATE HIGHWAY RIGHT-OF-WAY'.THE APPLICANT SHOULD CONTACT MR.JOSHUA ECKER (631-727-1731,JOSH UA.ECKER@DOT.NY.GOV)FOR FURTHER DIRECTIONS REGARDING UTILITY HIGHWAY WORK PERMIT(HWP)APPLICATIONS. THE UTILITY HWP ISSUANCE IS SUBJECT TO ISSUANCE OF THE HWP REQUIRED FOR SITE WORK. DATE: 05/03/2024 t. ALL PROPOSED ROAD IMPROVEMENTS DETAILED IN THE SITE PLANS MUST COMPLY WITH THE LATEST VERSIONS OF AMERICAN ASSOCIATION SCALE: 1" = 10' 00 OF STATE HIGHWAY&TRANSPORTATION OFFICIALS(AASHTO),ADA,NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DESIGN(MUTCD)WITH 00000 THE NYS SUPPLEMENT,NYSDOT HIGHWAY DESIGN MANUAL,AND THE POLICY AND STANDARDS FOR THE DESIGN OF ENTRANCES TO STATE PROJECT NUMBER: 23200 HIGHWAYS('DRIVEWAY DESIGN POLICY'). ROAD IMPROVEMENT PLANS MUST PROVIDE ALL APPROPRIATE NYSDOT STANDARD DETAILS AND 0NYSDOT STANDARD ITEM NUMBERS. DRAWING BY: AM E '� .a.++ ++++++ + 0° CHECKED BY: MP �- + 00 + + + + + + + + ° + + + + + + GRAPHIC SCALE APPROVED BY: MP 10 0 5 10 20 40 PROPOSED AREA OF +++++++ DEDICATION(103.3 SF) R17, + + AL SIGNATURE: ALTERATION OR ADDITION TO THIS + + + DOCUMENT EXCEPT BY A LICENSED - PROFESSIONAL ENGINEER IS A + N E 4V Y (�- VIOLATION OF SECTION 7209, IN FEET v PILO STATE EDUCATION LAW ` + o� G SUB-DIVISION 2,OF THE NEW YORK 1 inch = 10 ft. PROPOSED EXISTING PROPERTY co DRAWING No: PROPERTY LINE LINE k 4t x } LU NOT : ALED z PROPOSED �..�� 0 MARKER(TYP.OF 2) `S' A 08 v5 �Qv V-1 2 ""' 0 ,�•� �OFE 5�0 Know what's below. C811 before you dig. DEDICATION AT CORNER OF NYS ROUTE 25 & REEVE AVE.SCALE:1"=10' 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 12 OF 14 Y:IKey ClvillProjects12023123200_JMN Architecture.14300 Main Road_MattitucMorawingsWey CiviIQ3200..2025.08.19_.SPPi1._SPDES__RPZ3.dwg i p ;`, ��. `';� CURB RAMP NOTES (NYSDOTSTANDARDSHEETS608-01) CURB RAMP NOTES: -••STORY SEWER GRATE /%: �.� ''' �� .�.71 � ' > i�J W b r , :. GENERAL NOTES FOR DRIVEWAY STANDARD SHEETS: SITE CONDITIONS (SIDE ALK / CURB. TABLE 1 1. THESE SHEETS ARE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT 14. THE MINIMUM WIDTH OF A CURB RAMP SHALL BE 4'-0". 1 ,r i. THE DRIVEWAY STANDARD SHEETS APPLY TO FIELD ENTRANCES°RESIDENTIAL DRIVEWAYS AND MINOR 22. ANY PCC SIDEWALK WHICH CROSSES A DRIVEWAY SHALL HAVE A MINIMUM THICKNESS OF 6" RECOMMENDED DRIVEWAY WIDTH "W" )ADA), ANp THE REQUIREMENTS Of THE 2011 PROPOSED ACCESSIBILITY GUIDELINES FOR ��`;;" ' PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT OF WAY tPROWAG). 20. THE GRADE (RUNNING SLOPE) OF A CURB RAMP SHALL BE A MINIMUM OF 5%. THE i "�`' tz� - %Q COMMERCIAL DRIVEWAYS. FIELD ENTRANCES AND RESIDENTIAL DRIVEWAYS ACCOMMODATE AN AASHTO AND INCLUDE STEEL MESH REINFORCEMENT WITH 3" OF TOP COVER. GRADE FOR DESIGN AND LAYOUT SHALL BE A MAXIMIAA OF 7.5%.THE GRADE FOR ADA ;:,,��a' - LIFT STRAPS 1�*�, x6'�� ;''- PASSENGER CAR DESIGN VEHICLE. MINOR COMMERCIAL DRIVEWAYS ACCOMMODATE AN AASHTO SINGLE UNIT PERMISSIBLE RANGE OF PERMISSIBLE RANGE OF 2. DIMENSIONS SHOWN IN THE DETAILS AS MINIMUMS AND MAXIMUMS ARE THE LIMITS FOR ACCESSIBILITY AND WORK ACCEPTANCE SHALL BE A MAXIMUM OF 8.37 REINFORCED` / �S ' `_� TRUCK DESIGN VEHICLE. 23. FOR GRADE CHANGES REFER TO THE DRIVEWAY PROFILES ON SHEET B. VERTICAL CURVES WIDTHS (FTJ WITHIN 30 FT. WIDTHS(FT.) WITHIN 30 FT. DESIGN AND FIELD LAYOUT. FACILITIES SHALL NOT BE CONSTRUCTED WITH VALUES � ° "? •.✓ . ° DRIVEWAY CLASSIfICAT10N COsNERS ARE RECOMMENDED TO CONNECT TANGENTS.SEE TABLE 5 - MINIMUM LENGTH OF VERTICAL of TRAVELED WAY FOR ROADS OF TRAVELED WAY FOR ROADS TABLE 2 OUTSIDE THE LIMITS FOR WORK ACCEPTANCE. SEE TABLE "DESIGN ELEMENT TOLERANCES" 21. WHERE EXISTING CONDITIONS 00 NOT ALLOW THE CONSTRUCTION OF A CURB RAMP WITH R£aUIREO OVERFLOW Pners �p '' Ma, 2. DRIVEWAY WORK PERFORMED OFF THE RIGHT-OF-WAY REQUIRES AN EASEMENT OR A DRIVEWAY RELEASE. A CURVE' ON SHEET 2 FOR TYPICAL VERTICAL CURVE LENGTHS "L". POSTED 40 MPH OR LESS POSTED 45 MPH OR MORE MAXIMUM DRIVEWAY SLOPE ON THIS SHEET. FURTHER INFORMATION IS PROVIDED ON "CRITICAL ELEMENTS FOR THE A GRADE (RININING SLOPE) OF 8.3%OR LESS, THE RAMP LENGTH SHALL NOT BE REQUIRED F," � 'p ,.•;5,, DRIVEWAY RELOCATION WILL REQUIRE A TEMPORARY EASEMENT MAP. DESIGN, LAYOUT, AND ACCEPTANCE Of PEDESTRIAN FACILITIES" AVAILABLE ON THE TO EXCEED 15'-1" FOR DESIGN AND FIELD LAYOUT. THE RAMP LENGTH SHALL NOT BE I`\ `: SNIN i, 24. WHERE THE EXISTING GRADE OF THE DRIVEWAY PROFILE IS LESS THAN OR EQUAL TO 2%, RESIDENTIAL LESS THAN 50 FT. NYSDOT HIGHWAY DESIGN MANUAL CHAPTER 18 WEBSITE. REQUIRED TO EXCEED 15'-O" FOR WORK ACCEPTANCE.NO NONSTANDARD FEATURE I ' � 3. IF COMMERCIAL PROPERTY DEVELOPMENT PLANS INVOLVE NEW OR MODIFIED ACCESS TO A STAE kIGHWAY A MATCH THE CROSS SLOPE Of THE SIDEWALK TO THE EXISTING DRIVEWAY PROFILE CRAOE. TN LENGTH MEASIi(tEQ ALONG 9 TO 12 10 TO 24 ROADWAY MINOR COMMERCIAL RESIDENTIAL JUST1fICATIQN IS REQUIRED. _4 � COMMERCIAL HIGHWAY WORK PERMIT APPLICATION (FORM PERM 33-COM) MUST BE FILLED OUT AND THE CENTERLINE CLASSIFICATION DRIVEWAY DRIVEWAY tr 3. NOT ALL FACILITIES CAN BE CONSTRUCTED TO MEET THE DESIGN STANDARDS. ? y ' Y �� '�F f._ . 25. WHERE THE EXISTING GRADE OF THE DRIVEWAY PROFILE EXCEEDS 2X SAWCUT THE DRIVEWAY I `.I El" `z`'`v� 25 ` D A T FA 7 THAT NNOT CON C +� \ SllsMITTED TO THE REGIONAL PERMIT COORDINATOR. RESIDENTIAL GREATER TH N 50 f . CILI IES CA BE $TRU TED TO MEET THE DESIGN STANDARDS SHALL BE 22. THE CROSS SLOPE DF THE CURB RAMP SHALL BE AS FLAT AS POSSIBLE AND STILL W� .� o� �, �. ANO RECONSTRUCT A MINIMUM OF 2'ON BOTH SIDES OF THE SIDEWALK,TO TRANSITION IN LENGTH MEAS(X1ED ALONG THE 9 TO 12 10 TO 14 RURAL IO% 12Y. CONSTRUCTED TO MEET THE STANDARDS TO THE GREATEST EXTENT PRACTICABLE. PROVIDE POSITIVE DRAINAGE. THE CROSS SLOPE OF A CURB RAMP SHALL BE 1.5% MAXIMUM m I p* ..•�Z� 4. SEE THE DRIVEWAY TABLE IN THE CONTRACT PLANS FOR SPECIFIC DRIVEWAY LOCATIONS, WIDTHS C'W"), FROM THE EXISTING GRADE OF THE DRIVEWAY PROFILE TO THE SIDEWALK CROSS SLOPE. CENTERLINE NONSTANDARD FEATURES SHALL BE JUSTIFIED PER HIGHWAY DESIGN MANUAL CHAPTER 2, FOR DESIGN AND LAYOUT, AND 2`%MAXIMUM FOR WORK ACCEPTANCE. SEE NOTE 12 FOR ,v 6� q CORNER ANGLES,LENGTHS ("L"),MATERIAL, AND ENTRANCE TYPE. EXHIBIT 2-15A. EXCEPTION$. WHERE THE EXISTING ROADWAY GRADE EXCEEDS 2%, THE CURB RAMP MAY BE I ,- DUMPING$TRAPS �1A ? � :: '* MINOR COMMERCIAL URBAN 6% 8'!. 26. TO PREVENT DRIVEWAY GRADES FROM EXCEEDING THE VALUES IN TABLE 2 - MAXIMUM SHARED TWO-WAY DRIVEWAY 22 TO 30 28 TO 35 5. DETECTABLE WARNING SURFACES SHALL BE PROVIDED WHERE THE PEDESTRIAN ACCESS ROUTE CROSSES DRIVEWAY SLOPE' ON SHEET 2, IT MAY BE NECESSARY TO DEPRESS THE SIDEWALK ACROSS WARPED ACCORDING TO THE DETAIL ON SHEET 8 OF 9 TO TIE INTO THE DROP CURB. I (• �`-. P.... 4. 70 CHECK FIELD LAYOUT AND TO VERIFY WORK ACCEPTANCE, ALL SLOPES AND GRADES "E.� �� \pEl' �v ,. DRIVEWAYS WITH SIGNAL YIELD OR STOP CONTROL.DETECTABLE WARNING SURFACES SHALL NOT BE THE DRIVEWAY.SIDEWALK RAMPS SHALL HAVE THE LEAST RUNNING SLOPE POSSIBLE, WITH A MINOR COMMERCIAL DIVIDED WILL BE MEASURED WITH A 4 FOOT LONG DIGITAL LEVEL USING AT LEAST TWO READINGS. 23. RAMP SIDE OPTIONS ARE DETAILED ON SHEET 3 OF 9 FOR USE W TH ! I MAXIMUM DESIGN AND LAYOUT SLOPE OF 7.5/„THE RUNNING $LOPE FOR WORK ACCEPTANCE OR ONE-WAY DRIVEWAY 12 TO 24 12 TO 24 I IN THE BUFFER Sr4RM Iwtfr N ;,�\66 N o� PROVIDED AT CROSSINGS OF UNCONTROLLED DRIVEWAY APRONS. WHERE THE READINGS VARY, THE MEASUREMENTS WILL BE AVERAGED. GRADE (RUNNING ZONE. WHERE A PEDESTRIAN CIRCULATION PATH CROSSES THE CURB RAMP, FLARED SIDES . • SHALL BE A MAXIMUM OF 8.3%. WHERE EXISTING CONDITIONS DO NOT ALLOW THE SLOPE) WILL BE MEASURED ALONG THE CENTERLINE AND OFFSET 12" TO 18" FROM THE SHALL BE INSTALLED WITH A MAX MUM P F % 0 ~ �+s W Y WI H A DRIVEWAY OFFSET LESS CONSTRUCTION OF A SIDEWALK RAMP AT 8.3% OR LESS RUNNING SLOPE, THE RAMP LENGTH MINOR COMMERCIAL O 5 CH ANE 4 T 6 C A I SLo E 0 9.5, F R DESIGN ANp LAYOUT, AND 10% 6. THE TAPER METHOD I$ GENERALLY NOT RECOMMENDED FOR DRIVE A S T 12 T 1 EA L 1 0 1 EA H L NE CENTERLINE. CROSS $LOPES WILL B£ MEASURED PERPENDICIK AR TO CENTERLINE AT 5' TO MAXIMUM FOR WORK ACCEPTANCE. THE SLOPE Of FLARED SIDE$ IS MEASURED PARALLEL TO . »... p, THAN 16 FEET, UNLESS IT CAN BE FIELD VERIFIED THAT THE DRIVEWAY ENTRANCE WIDTH WILL SHALL NOT BE REQUIRED TO EXCEED 15'-1" FOR DESIGN AND LAYOUT. THE RAMP LENGTH MULTILANE DRIVEWAY :..... 10' INTERVALS. THE CURB LINE. '� i ��� ACCOMMODATE THE VEHICLES THAT USE THE DRIVEWAY ON A REGULAR BASIS. SHALL NOT BE REQUIRED TO EXCEED 15'-0" FOR WORK ACCEPTANCE. k Matti' le 1- W OUT CURB If A TAPER STYLE ENTRANCE 2T. WHERE DRAINAGE I5 CARRIED ALONG THE CURB, CONSTRUCT THE DRIVEWAY WITH A SHORT 5. GRADES (RUNNING SLOPES) ARE MEASURED IN THE DIRECTION Of PEDESTRIAN TRAVEL. 24. THE BACKSIDE OF A PARALLEL RAMP SHOULD BE GRADED TO A MAXIMUM SLOPE OF 25% �A11~ tlg )L�$V � " \ T. TYPE 3 AND TYPE 4 DRIVEWAY ENTRANCES CAN BE USED ITN CROSS SLOPES ARE MEASURED PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL. TO MATCH EXISTING TERRAIN, UNLESS OTHERWISE SHOWN IN THE CONTRACT DOCUMENTS. r'?i - `I BETTER MATCHES THE HIGHWAY CORRIDOR AESTHETICS OR SPECIFIC SITE CONDITIONS THAN A RADIUS UPGRADE TO PREVENT RUNOFF FROM PONDING AT THE DRIVEWAY ENTRANCE (FLAT DRIVEWAYS OR RUNNING DOWN THE DRIVEWAY (DOWNHILL DRIVEWAY SLOPE). IF CONDITIONS MAKE THE �\ WHERE GRADING IS NOT FEASIBLE DUE TO LIMITED ROW OR PHYSICAL CONSTRAINTS, A ItfC)( f CT 'M�, STYLE ENTRANCE. 6. JOINTS BETWEEN SIDEWALKS, CURB RAMPS, TURNING SPACES AND ROADWAYS SHALL BE BACK CURB MAY BE INSTALLED. SEE DETAILS ON SHEET 3 OF 9. $ ';; ADDITION Of A SHORT UPGRADE IMPRACTICAL, USE 1" CURB REVEAL ANp CONTINUE CURB TIP UP SECTION STYP.I B. UP TO 10" OF HMA MAY BE REQUIRED FOR HEAVY TRUCKS PER CONTRACT DOCUMENTS. ACROSS THE DRIVEWAY OPENING, TYPICALLY, CURB REVEAL WILL NOT BE CONSTRUCTED IN / __1 MAX. SLOPE 25'!.� FLUSH AND FREE FROM ABRUPT VERTICAL CHANGES GREATER THAN i/". VERTICAL SURFACE (WIDTHVARIES� WETLANDS I; \ RURAL AREAS. IF CURB REVEAL IS SPECIFIED FORA SPECIFIC DRIVEWAY, IT WILL BE �� (SEE NOTE 12) \ i�A`JD DISCONTINUITIES BETWEEN /4" AND /2' SHALL BE BEVELED WITH A SLOPE NOT STEEPER 25. DEPARTMENT PREFERENCE IS TO INSTALL TWO CURB RAMPS AT A STREET CORNER THAT % BOUNDARY ', 9. UP TO 9" PCC MAY B£ REQUIRED FOR HEAVY TRUCKS PER CONTRACT DOCUMENTS. NOTED IN THE DRIVEWAY TABLE OF THE CONTRACT PLANS IN THE 'COMMENTS'COLUMN. �S„ti��0 �-SAW CUT EXISTING ASPHALT r 9 pTy yggZ SHEETI2 OFH9 BEVEL SHALL BE APPLIED ACROSS THE ENTIRE JOINT. SEE DETAIL ON RAMPSSFROM BEINGSINSTALLEDRAT A SiREETHCORNER THATT SERVES 00TH CROSSINGSRBA I"" I_` t 10. l)P TO 12" OF SUBBASE MAY BE REQUIRED FOR HEAVY TRUCKS PER CONTRACT ROCl1MfNTS. / OQO ` ? OR CONCRETE DRIVEWAYS "I \ �, fS SINGLE DIAGONAL CURB RAMP WILL BE PERMITTED TO SERVE BOTH PEDESTRIAN STREET `� ) ? 7. SIDEWALKS ARE CONNECTED TO ROADWAYS BY EITHER BLENDED TRANSITIONS OR CURB CROSSINGS. ` -I - I` „ ENTRANCE TYPE: 1 \�" RAMPS. BLENDED TRANSITIONS ARE CONNECTIONS BETWEEN THE SIDEWALK LEVEL AND THE '/ ., *` I' IT. THE DETAILS SHOW THE PAVEMENT LENGTH C'PL") EXTENDING TO THE MINIMUM PAYING LIMIT C MPL). ,� �•,,*, ROADWAY LEVEL THAT HAVE A MAXIMUM GRADE (RUNNING SLOPE) OF 57, AND TRANSITIONS C} HOWEVER, THE "PL" CAN EXTEND BEYOND THE "MPL" A$ SPECIFIED IN THE CONTRACT DOCUMENTS. pg, THE ENGINEER MAY INTERCHANGE TYPE 1, TYPE 3 AND TYPE 4 RESIDENTIAL DRIVEWAYS TO �"� /-LAYOUT POINT ,I to 0 .' S• yq `�. GREATER THAN 5% ARE CONSIDERED CURB RAMPS. TURNING SPACE ANO CLEAR SPACE NOTES: f2. A DRIVEWAY TIP-UP SECTION SHOULD EXTEND TO A LOGICAL TERMINI EXAMPLE:SIDEWALK EDGE, WHERE BETTER MATCH THE EXISTING ENTRANCE TYPES ALONG THE HIGHWAY CORRIDOR WHILE \ \ I. `"4; C / SgOD 0__ .",� Cks �^ ! CONSIDERING AVAILABLE SPACE,CONSTRUCTABILITY, SAFETY,AND FUNCTIONALITY. , ," \& 6. CURB RAMPS AND BLENDED TRANSITIONS MAY REQUIRE THE INSTALLATION OF 26. WHERE A CHANGE 1N DIRECTION [S RE UIRED TO UTILIZE A RAMP fiG' �� .t THE DRIVEWAY GRADE MATCHES EXISTING GROUND, OR LAYOUT POINT). FOR REFERENCE,A REASONABLE THE DRIVEWAY TYPE SHALL COMPLY WITH TABLE 4 - DRIVEWAY ENTRANCE TYPE SELECTION �`` \ \ Fq DETECTABLE WARNINGS. SEE ADDITIONAL "DETECTABLE WARNING NOTES" ON THIS SHEET, Q CURB , A TURNING TEMPORARY ATCH A N N RT "< „` LENGTH FOR TAPERING THE TIP-UP SECTION BACK TO THE EDGE OF DRIVEWAY 1S 3 TO 4 TIMES THE ON SHEET 2. FO \ `~` --- ,r� '<,�/Or .tQ-, AND DETAILS ON SHEET 2 OF 9 FOR DIMENSIONS, ORIENTATION AND INSTALLATION. SPACE SHALL BE PROVIDED AT THE BASE OR THE TOP OF CURB RAMP AS APPLICABLE. C B $t I $E �"0 . x4 6; .3:. ;.5 LENGTH DF CURB DROP. THE T[P I1P SECTION IS NOT PART THE DRIVEWAY OPENING WIDTH.flEFER TD B {q� "//" --_, r �// 0��� �� TURNING SPACES SHALL BE PERMITTED TO OVERLAP CLEAR SPACES. FOR ORAINAG£sSTRUCTURES „ �' :" V sa NYSDOT STANDARD SHEET 609-02 MISCELLANEOUS CURB DETAILS FOR THE CURB TRANSITION. 29, FOR DRIVEWAYS WITH VARYING WIDTHS AND/OR CURVED ALIGNMENTS,DETERMINE THE Oq qF \ (SEE NOTE 22) \ r 1t`, S,t s?L?;�T3 d L., lyF q/jf \\ p�S S�� 9. VERTICAL AUGMENT SHALL BE GENERALLY PLANAR.GRADE BREAKS WITHIN THE 27, WHERE THERE ARE NO VERTICAL CONSTRAINT$ AT THE BACK OF SIDEWALK, THE TEAI2DP„o,002a Wit'`"'. Map Bala©2024 Terms Report a map error 13. TO DETERMINE TH£ LIMITS OF SHOULDER RECONSTRUCTION, REFER TO THE DRIVEWAY OPENING TABLES ON DRIVEWAY WIDTH AND CORNER ANGLE 20'-0" FROM THE EDGE OF TRAVEL LANE. wqy qFO- '\ ,� \ ZR 0� PEDESTRIAN ACCESS ROUTE SHALL BE PERPENDICULAR To THE DIRECTION OF TRAVEL AND SHEET 4 FOR NO SHOULDER (0' OFFSET). \�qr,` ,- . 0 0`�1 SHALL NOT BE ROUNDED. DIMENSIONS SHALL 0E 4'-0" x 4'-0" MINIMUM. WHERE THE TURNING SPACE IS 30. FOR HONE-WAY DRIVEWAY ENTRANCE OR EXIT, THE DRIVEWAY ENTRANCE WIDENING IS ONLY \ 46� \ OQ ��P CONSTRAINED AT THE BACK OF SIDEWALK E.G., VERTICAL CIfItB, BUILDINGS),THE NOTES: NECESSARY ON ONE SIDE OF THE DRIVEWAY TO ACCOMMODATE THE SHARPER TURNING 0" , OtS "`` �- ,5 _✓O�;C�� 10. MATERIAL DEPTHS SHOWN ON THESE SHEETS ARE TYPICA MINI VA AN Y TURNING SPACE SHALL BE 4'-O" X 5'-O" MINIMUM. THE 5'-0" DIMENSION SHALL BE t. APPROVED SILT FENCE GEOTEXTILE'S ARE LISTED ON THE DEPARTMENTS APPROVED LIST. VICINITY MAP L MUM LUES DMA BE PROVIDED IN THE DIRECTION OF THE RAMP RUN. SILT FENCE GEOTEXTILE SHALL BE A SINGLE CONTINUOUS PIECE TO ELIMINATE JOINTS. 14. FOR PCC SHOULDERS,SEE STANDARD SHEET 502-02 FOR LONGITUDINAL JOINT TIE DETAILS. MOVEMENT.ONE-WAY DRIVEWAYS WILL BE IDEN7IfIE0 ON THE DRIVEWAY TABLE Of THE `\'yly ,Scl,'c.� /SFF�'D!"�` ,�'6 0° �''� � �� DIFFERENT IN THE CONTRACT DOCUMENTS. CONTRACT PLAN$ UNDER 'COMMENTS'.FOR CURBED HIGHWAYS, A SMALL CORNER CURB + \ 0* _" \`, ', / RPM 2. SPACE SILT FENCE POSTS EVENLY AROUND 1? ET WITH A MAXIMUM SPACING OF 1.0 m. N.T.S. 15. DIMENSION$ AND ANGLES MAT BE 1NTERPOLATEO FOR VALUES OTHER THAN THOSE SHOWN 1N THE TABLE$. RADIUS OF 2' tOR '1/2 BULLNOSE' CURB ALONG LOW SPEED HIGHWAYS)SHALL BE q :°C" yFF F!`4' S� 11. SIDEWALK GRADE (ft(NdNING SLOPE) SHALL NO B£ 28. TURNING SPACES SHALL NOT BE DESIGNED WITH CROSS SLOPE GREATER THAN 1.5%IN DRIVE POSTS A MINIMUM OF A50 mm INTO GROAJO, WIRE MESH MAY BE REQUIRED BEHIND CONSTRUCTED (O ELIMINATE A SHARP CORNER BEND IN THE CURB LINE (WHICH IS SAFER FOR S7 !Z, 6 T DESIGNED TO E%GEED 4.5%, EXCEPT S THERWISE SHOWN IN THE DF l B ��� t14�/ WHEN MATCHING INTO EXISTING SIDEWALK OR WHEN THE HIGHWAY GRADE IS STEEPER. WHEN ANY DIRECTION, WHILE PROVIDING POSITIVE DRAINAGE. THE MAXIMUM CROSS SLOPE FOR GEOTEXTIUE TO PROVICE sUPPORi. 16. THE SHOULDER PAVEMENT THICKNESSES SHOWN ARE DEFAULT VALUES UNLES 0 SNOWPLOW OPERATIONS). LAYOUT POINT f,4 kq� CORNER ANGLE IN ,-s �FG HIGHWAY GRADE 1S GREATER THAN 5%, THE SIDEWALK GRADE SHALL NOT EXCEED THE WORK ACCEPTANCE IS 2.0%. A NONSTANDARD FEATURE JUSTIFICATION IS REQUIRED WHERE }, SILT FENCf CEOTfNTILE SHALL BE EMOEDOED A MINIaNM pE 150 mm AND BACKF1LlE0. PLANS. MATERIALS SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS. ` 0 \q \�.- / p\ / TURNING SPACES EXCEED 2.0% IN ANY DIRECTION. GEOtf[TILE SNAIL BE$ECUFELY FASIEN£D TO FOST$AND FRAME. PROJ ECT DATA S 4/jy \` "'v \ �% HIGHWAY GRADE, AND A NONSTANDARD FEATURE JUSTIFICATION IS NOT REQUIRED. ".fi OFA5URES OR M E IITHIN f0 EVERY SEVEN, LALILY D DAYS.ROLON EACH RAIHF'L, MATERIALS 4x o �QO; 12. THE CROSS SLOPE OF PEDESTRIAN ACCESS ROUES SHALL BE 1.5%MAXIMUM FOR 29. BEYOND THE BOTTOM GRADE BREAK, A CLEAR SPACE OF 4'SW x LAND MINIMUM SHALL or 12 ES SH MORE WITHIN A 12 HCAD7 IRED A,OR DAILY DURING PPCiGNGEO RA(HFA[L. APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART WIDTH / LENGTH: 'r` OQFa DESIGN AND LAYOUT, AND 2% MAXIMUM FOR WORK ACCEPTANCE. THE FOLLOWING EXCEPTIONS BE PROVIDED WITHIN THE WIDTH OF THE PEDESTRIAN CROSSWALK, AND OUTSIDE THE MEASURES$HALL DE CLEANED Aw4 REPAIRED A$REQUIRED. 27835 MAIN ROAD 31. FOR DRIVEWAY MATERIAL REQUIREMENTS, USE TABLE 3 - 'DRIVEWAY MATERIALS AND THICKNESS' A �p'l�S�1� P�� PARALLEL VEHICLE TRAVEL LANE. THE CLEAR SPACE MAY OVERLAP TURNING SPACES, 17. WHERE THERE ARE CONSTRAINTS THAT PREVENT THE CONSTRUCTION OF THE DRIVEWAY OPENING USING ON SHEET 2. \ .� ,`` �.>F, ��, ARE ALLOWED: DETECTABLE WARNING SURFACES, AND DROP CURBS. S• SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE P.O.BOX 926 EITHER OF THE LAYOUT METHODS, THE ENGINEER MAY SPECIFY A SMALL CORNER CURB RADIUS OF 2'(OR A SZ - 04` /a0 �� MEASURE HEIGHT,SEDIMENT$HALL B£DISPOSED flF AS LNSiITABLE MATERIAL. "I/2 BULL NOSE" CURB ALONG LOW SPEED HIGHWAYS),PROVIDED THE DRIVEWAY OPENINS MEETS THE Z.S�OElY 't' %�S`cF SRp A. WHERE PEDESTRIAN STREET CROSSINGS ARE PROVIDED AT INTERSECTIONS 6. INSTAItAT[ON AND MAINTENANCE OF CATCH BASIN INSERTS$HALL BE PERFORMED [N CUTCHOGUE,NY 11935 REQUIREMENTS OF THE "DRIVEWAY OPENING" TABLES ON SHEET 4. 32. FOR FIELD ENTRANCES, THE MATERIAL WITHIN THE PAVEMENT LENGTH C'PL"}CAN CONSIST \ 41'FZ ,>s¢ 04 WITHOUT YIELD OR STOP CONTROL OR WHERE THERE IS ANY TRAFFIC SIGNAL ACCORDANCE WITH THE SPECIFICATION FOR ITEM 209,1101C•011 AND THE MANUFACTURERS OF GRAVEL OR STONE AND BE CONNECTED TO THE EDGE OF THE HIGHWAY \qt ,,d, FLOOS WITHOUT A FLASHING RED, THE CROSS SLOPE OF A PEDESTRIAN ACCESS ROUTE 5'-0" MIN 5'-0" 5'-0" MIN 1N$NTENA CE IT SHALL OE ASSUMED THAT EACH CATCH BA$O INSERT YIR.L REO9IRE TAX MAP NUA4BER..................... Dist.1000,Sect.114,Block 11,Lot 1 18. FOR RESIDENTIAL DRIVEWAYS, THE MINIMUM PAVING LIMIT SHALL BE SO'FROM THE OUTSIDE EDGE OF SHOULDER WITHOUT REMOVING ANY OF THE EXISTING SHOULDER MATERIAL. + MAINTENANCE A M€N[MUM OF fOUR tA,TIMES PER CON$TRUCTIDN SEASON.OR A.O,B,E.NO ,=�s s /// CDNTAINEO WITHIN A STREET CROSSING $HALL 8E 4.5% MAXIMUM FOR DESIGN " . EXTRA PAYMENT WILL BF HAOE REGARDLESS of THE NUMBER Of TWFS MAINTENANCE IS TRAVEL LANE OR 2' BEHIND ANY SIDEWALK,IF PRESENT, WHICHEVER IS GREATER.FOR MINOR COMMERCIAL =5. / AND LAYOUT, AND 5% MAXIMUM FOR WORK ACCEPTANCE. Z, 11 ` T n REQUIRED.ALL WORK To BE INCLUDED IN1ER THE PRICE BID FOR ITEM 209.11010011. SITE AREA.................................. 242,298.52 SF(5.5624 Acres) DRIVEWAYS, THE MINIMUM PAVING LIMIT SHALL BE 30 FROM THE OUTSIDE EDGE OF TRAVEL LANE. OR 2' ! f / / r J � / ! r t / I 7. BASIN INSERTS THAT ARE NO LONGER FUNCTIONING ae ARE DAMAGED SHALL BE REPLACED. BEHIND ANY SIDEWALK, IF PRESENT, OR EXTEND TO THE RIGHT-OF-WAY LINE, WHICHEVER IS GREATER. THEY / B. WHERE MIDBLOCK PEDESTRIAN STREET CROSSINGS ARE PROVIDED, THE CROSS l I i I PAYMENT TO BE INCLUDED UNDER ITEM 209.11010011.ANY CATCH BASIN INSERTS DAMAGED CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE RO PAYING LIMIT MAY EXTEND BEYOND THE MINIMUM PAYING LIMIT FOR NEW DRIVEWAYS AND To TRANSITION TO / TYPE 3 DRIVEWAY ENTRANCE SLOPE OF A PEDESTRIAN ACCESS ROUTE CONTAINED WITHIN A MIDSLOCK bl I )I) ` \" l \`` ` ' BY THE CONTRACTOR SHALL BE REPLACED AT NO COST TO THE STATE• ( ) EXISTING PAVED DRIVEWAYS. THE PAVING LIMIT WILL BE NOTED IN THE DRIVEWAY TABLE Of THE CONTRACT p.1F *� FOR RESIDENTIAL OR COMMERCIAL DRIVEWAYS IN URBAN AREA$ GRADET CROSSING SHALL BE PERMITTED TO EQl1Al THE STREET OR HIGHWAY II � I z } ��� ( f i J 1 ,} PLANS. r r f )III JJJ III CURRENT USE........................... CHURCH 19. FOR GRADING AND CONSTRUCTION REQUIREMENTS OF TRANSITIONS FROM PLACED HMA TD EXISTING HMA WITH POSTED SPEEDS OF 45 MPH OR LESS Q 13. THE DEPARTMENT'S STANDARD MINIMUM CLEAR WIDTH FOR PEDESTRIAN ACCESS ROUTES � .� \' OG�6 IS,kQa �P_ } } ,� NYSDOT TEMPORARY CATCH BASIN PROPOSED USE......................... PARISH CENTER DRIVEWAYS, REFER TO DETAIL 9 - "TIE-IN TO EXISTING DRIVEWAYS' ON SHEET 9, AND TABLE 3 - �pqE ����IN 0RF' TAPER METHOD WITH SIDEWALK AWAY FROM CURB OR NO SIDEWALK IS C-O", EXCLUSIVE OF THE CURB. WHEN WALKWAY WIDTHS ARE LESS THAN 5'-0", �i 1�L)_ .�_ --- �� EXISTING FOOTPRINT............... 8,567SF DRIVEWAY MATERIALS AND THICKNESS ON SHEET 2. p0 G G NOTE: SEE TAPER METHOD OF LAYOUT NOTES ON SHEET 3 5'-0" x 5'-0" PASSING SPACES (SHOWN IN DETAIL A OR B), OR A FEATURE OF EQUAL INSERT FOR DRAINAGE STRUCTURES 0 a1� P��%A) OR GREATER DIMENSIONS (E.G., DRIVEWAYS) THAT MEET THE SLOPE CRITERIA, SHALL BE 20. FOR PCC DRIVEWAYS, REFER TO THE 502 SERIES STANDARD SHEETS FOR METAL REINFORCEMENT, JOINT ,&pt ,S�o00�Yc PROVIDED AT A MAXIMUM INTERVAL OF 200'.EXISTING DRIVEWAYS AND STREET CROSSING DETAIL "B" (FOR USE IN NYSDOT R.O.W.) PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) TIES, SAWING AND SEALING, ETC. O,��VF 04�4 N MAY ALSO SERVE AS PASSING SPACES. N.T.S. COVERED ENTRY:273 SF 21. A 5' MINIMUM BUFFER ZONE SHALL BE USED UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. NYSDOT DRIVEWAY ENTRANCE - TYPE 3 14. THE BUFFER ZONE IS A PHYSICAL DISTANCE SEPARATING THE PEDESTRIAN ACCESS ACCESSIBLBOTH SIDES TA ERRANSITION NYSDOTITEM#209.11010024 NYSDOT STANDARD SHEET 608-03 ROUTE FROM THE VEHICLE TRAVELED WAY. THE BUFFER ZONE MAY BE PLANED OR PAVED. GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF N.T.S. WHERE THE BUFFER ZONE WIDTH, EXCLUSIVE OF CURB, IS LESS THAN 3'-O" THE SURFACE (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF SHOULD BE PAVED OR CONSTRUCTED WITH HARDSCAPE MATERIALS. TOTAL...................................................10,528 SF A REGION 10 CURB RAMP NOTES (R10DWGNO.CRD.1) 15• THE MAIMU RECO MENDELK ISS25'/LBUfFER ZONES BUF EA CROSS R SLOCREATER THAN ROPERTYLINE 1. ALL SIDEWALKS AND CURB RAMPS SHALL FOLLOW NYS STANDARD SHEETS. SEE GENERAL 25X SHOULD BE PAVED OR CONSTRUCTED WITH HARDSCAPE MATERIALS. MANUFACTURED EDGE TO B f NOTES ON DRAWING GN-1 UNDER CURBS AND SIDEWALKS FOR ANY MODIFICATIONS TO THE MANt1FACTlAIEO EDGE JOINTS ITYPJ 16. WHEN CROSSING DRIVEWAYS, THE WORK SHALL BE IN CONFORMANCE WITH STANDARD YS DOT ITEM 610.1402 YS DOT ITEM 610.1402 \ - -'--� STANDARD SHEETS. SHEET 608-03. TOPSOIL-ROADSIDE(4"DEEP)& TOPSOIL-ROADSIDE(4"DEEP)& \s, ;;,:,. 2. REFER TO STANDARD SHEETS FOR RAMP TYPE. SEE DRAWINGS CRD-I TO CRD-7 FOR THE TT. FOR PEDESTRIAN SIGNALS AND PEDESTRIAN PUSH BUTTONS. REFER TO STANDARD SHEET NYS DOT ITEM 610.1601 TURF NYS DOT ITEM 610.1601 TURF �' LIMITS OF RAMP (6" THICK CONCRETE SLAB WITH WIRE FABRIC) TO BE PAID UNDER CURB 680-10 FOR DETAILS. ' ,� + - { + TRUNCATED DOME DIMENSioNs ESTABLISHMENT-ROADSIDE ESTABLISHMENT-ROADSIDE 9f',°° :::',.'. ::. J RAMP ITEM 608.0105XX09 AND FOR THE LIMITS OF 4" THICK SIDEWALK CONCRETE ITEM ": .-i--_ DIM. MIN. (IN) MAX. UN) 608.01050010. 18. WHERE EXISTING ROADWAYS ARE SAWCUT TO INSTALL CURBING AND/OR SIDEWALK, THE VARIES VARIES °°°" °°° I: A 0 A 1.6" 2.4" ROADWAY SHOULD BE SAWCUT AT LEAST 2'-0" FROM THE PROPOSED CURB LINE TO ALLOW (SEE SITE PLAN) (SEE SITE PLAN) °•°°_ ° °° - FOR ADEQUATE COMPACTION OF ASPHALT. IF SAWCUT IS LESS THAN 2'-0" FROM PROPOSED "" """' -" 3. CONSTRUCTION LIMITS BEYOND THE SIDEWALK CURB RAMP SHALL BE KEPT TO A I `° °"'° I 8 0.65" 1.5" CURB LINE,THEN THE ROADWAY SHALL 8E REBUILT USING CLASS C CONCRETE. SfE °°°""'�°"°°°°" MINIMUM. PROVIDE TRANSITION BETWEEN THE PROPOSED RAMP LANDING (CONSTRUCTEC TO """"" ,.d" i DETAILS ON SHEET 9 OF 9. """>° -_ H......._ -...-. -{- ------.--___... i C 50% -65% OF D DIM ADA AND NYSDOT STANDARDS) AND EXISTING SIDEWALK. DROP CURB-' �..!/ "9"°"" ��� 0 0.9" 1.4" GRADE BREAK AT BOTTOM OF RAMP a � 4. PAYMENT FOR WIRE FABRIC REINFORCEMENT SHALL BE COVERED UNDER CURB RAMP ITEM 11 08/19/25 AD ISSUED FOR BID .� /qS' ��� �/ BUFFER ZONE P£SIDEWALKSWIDTHE/ SLOPE TRANSITION 608.0105XX09. ..-....-- - . 1....-+-i ONE CORNER - - - - ---- 10 07l08l25 AD REV.PER TOWN AND NYSDOT COMMENTS WARNING SURFACE LOCATED \� 5. PAYMENT FOR CURB WITHIN CURB RAMP LIMITS SHALL BE COVERED UNDER CURB RAMP WIDTH VARIES a'-O" MiN. MATERIAL AND 114"IFT(MAX_ )&VAR ES E (SEE NOTE 14) WIDTH VARIES € AT BACK OF CURB ITYPa ITEM 608.0105XX09. PAYMENT FOR CURB OUTSIDE CURB RAMP LIMITS SHALL BE COVERED 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS (SEE NOTE 32) PLAN UNDER OTHER ITEMS SPECIFIED AS DEPICTED IN THE DETAILS. 6„ OyP.) I FTIE INTO EXISTING GROUND . a % . . ---------------- _C 0.2" 6. SEE THE CURB RAMP TABLES WITH APPLICABLE NOTES FOR MATERIAL TYPE AND I I '::.-:....•...•.•.':..;;:;;;.•";., .;•••••••••••.••, - - 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 OPTION 1 *f -j� QUANTITIES. EDGE OF 1.5% MAX.._ SIV VA4tE5 -- -- - I I=III=III=III=I(I-III-I I I ROADWAY 1-i _..._ --- SCOPE III=III=1 I I=1 I I=III=I I I=I p 7. CONTRACTOR SHALL NOT DAMAGE AREA BEYOND SAW CUT LIMITS. DAMAGE BEYOND SAW �\ (SE£NOSE._. 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 \ VARIES 4"CONCRETE SIDEWALK ..... :• :•. NYSDOT DWS PLACEMENT OPTION 1 DETAIL ��J�_ -� `/ CUT LIMITS SHALL BE REPLACED 70 THE NEXT JOINT OR SCORE LINE. ANY SUCH DAMdAGE - 6" MIN. SUBBASE, WHERE (ITEM608.0101) .:.:.:.::......„.,,,;... ... • 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT SHALL BE REPAIRED BY CONTRACTOR AT NO COST TO THE STATE. NYSDOT STANDARD SHEET 608-01 \� REQUIRED (SEE NOTE 10) SECTION E-E 6"SUBBASE COURSE 5 12I06/24 AD REV.PER UPDATED ELECTRIC AND RPZ WATER ....................... ... ... N.T.S. 8. PAYMENT FOR REMOVAL OF MATERIAL OUTSIDE THE CURB RAMP LIMITS SHALL BE \ 4 CONCRETE SIDEWALK SERVICE LOCATIONS COVERED UNDER EXCAVATION ITEM 203.02. NO ADDITIONAL PAYMENT SHALL BE MADE FOR \ �(6" AT DRIVEWAY$) (ITEM 304.10119917) 4 11/22/24 AM REV.PER UPDATED ELECTRIC AND TELECOM DETECTABLE WARNING SURFA REMOVAL IF INCLUDED UNDER A DIFFERENT ITEM. SEE CRD-1 THRU CRD-7 FOR WORK (SEE NOTEYl) 6" SUBBASE SERVICE LOCATIONS DETECTABLE WARNING NOTES: TRUNCATED DOME DETAILS LIMITS. UNCLASSIFIED EXCAVATION&DISPOSAL SEE ASPHALT PAVEMENT REPAIR DETAILS THIS SHEET 1.DETECTABLE WARNING SURFACES IDWS) SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS ON PEDESTRIAN ACCESS ROUTES- W MAX. REQUIRED(SEESNO EH 10) ( ) 3 10/02/24 AM REV.PER TOWN COMMENTS DATED 09111/24 AND 9. PAYMENT FOR PAVEMENT REPAIRS OUTSIDE OF THE RAMP AREA SHALL BE COVERED UNDER ITEM 203.02 SAWCUT ASPHALT PAVEMENT SCDHS COMMENTS DATED 10/02/24 A.CURB RAMPS AND BLENDED TRANSITIONS A7 PEDESTRIAN STREET CROSSINGS. _.-_____.......__........... THE LISTED ASPHALT AND EXCAVATION ITEMS. THERE SHALL BE NO ADDITIONAL PAYMENT {ITEM627.50140008) <€ FOR THIS WORK UNDER CURB RAMP ITEM 608.0105XX09. TYPICAL NYSDOT SIDEWALK CROSS SECTION WITHOUT BUFFER ZONE DETAIL 2 07/19/24 AM ISSUED TO TOWN B. PEDESTRIAN REFUGE ISLANDS (WHERE THE LENGTH OF THE PEDESTRIAN ACCESS ROUTE ACROSS THE REFUGE ISLAND IS GREATER THAN OR EQUAL TO 6'l. [-,-7- �` EXISTING COMPOSITE PAVEMENT (FOR USE IN NYSDOT R.O.W.) •,;;I : 10. SIDEWALK CURB RAMP LANDING SLOPE SHALL NOT EXCEED A LAYOUT LIMIT OF 1.5% 1 05/14/24 DD REV.PER CLIENT COMMENTS C.PEDESTRIAN AT-GRADE RAIL CROSSINGS NOT LOCATED WITHIN A STREET OR HIGHWAY. �"� IN ANY DIRECTION AND SHALL PITCH TO DRAIN AND ALLOW WATER TO RUN-OFF WITHOUT NYSDOTSTANDARDSHEET608-01 2.DETECTABLE WARNING SURFACES SHALL BE PROVIDED WHERE THE PEDESTRIAN ACCESS ROUTE CROSSES DRIVEWAYS WITH SIGNAL, YIELD OR STOP CONTROL. PONDING. N.T.S. DETECTABLE WARNING SURFACES SHALL NOT BE PROVIDED AT CROSSINGS OF UNCONTROLLED DRIVEWAYS. NOTES: NO. DATE BY DESCRIPTION 1 I PAYMENT FOR THE SAW CUT OF THE EXISTING SIDEWALK WITHIN THE CURB RAMP AREAS INDICATED IN THE CONTRACT DOCUMENTS FOR TURF ESTABLISHMENT ROADSIDE OR OTHER PAYMENT ITEMS AS 3.WITH THE EXCEPTION Of THE "DETECTABLE WARNING SURFACE TRINICATEO DOME DETAILS"DETECTABLE WARNING DOMES ON THIS SHEET ARE NOT DEPICTED TO } LIMITS SHALL BE INCLUDED UNDER CURB RAMP ITEM 608.O1O5XX09. THERE SHALL BE NO OPTIONAL LEVEL SECTIONS-• IN. EDGE THICKNESS %e' REVISIONS SCALE• 1 „ -[ " 2 :- 'I':':: ADDITIONAL PAYMENT FOR THIS WORK. ;;�- L \ I INDICATED IN THE CONTRACT DOCUMENTS-WILL BE ACCEPTED FOR FINAL PAYMENT WHEN THE SPECIFIED, /4 /2 MAX. 1 €i€ ., -" - = - -- - ..._..................................... " V AVEL ACROSS THE FULL WIDTH Of THE CURB RAMP DR FLUSH ''� lr' '` H MIN. SLOPE 1:20 ESTABLISHED,PERMANENT TURF GRASS SPECIES ARE: 4.DETECTABLE WARN]NG FIELDS SHALL EXTEND 24 MINIMUM IN THE DIRECTION OF PEDTRIA TR i:1,,: ,I,I;i "': 12. ANY FILL MATERIAL REQUIRED TO ACHIEVE GRADING OF THE PROPOSED SIDEWALK -I SEQUENTIAL NUMBER. SllftfACE, EXCLUDING ANY FLARED SIDES. �- :! MAX. SLOPE 1.4 I A. NOT THINLY OR SPARSELY ESTABLISHED,RESULTING IN BARE GROUND GREATER THAN ONE FOOT IN DIAMETER. SHALL MEET THE REQUIREMENTS OF SECTION 733-08 EMBANKMENT IN PLACE. THE PAYMENT TO BE PROVIDED BY \ W YORK Stq %> ..: ..,'.:... \ B. AT A UNIFORM DENSITY AND COVER A MINIMUM OF EIGHTY PERCENT 80% OF THE GROUND SURFACE. " ` °#'i FOR THE FILL MATERIAL SHALL BE INCLUDED UNDER SIDEWALK ITEM 608.01050010 AND I JOINTS AS REGIONAL LAND T D ( ) NCLUDED AS PART OF THE 24" MINIMUM NO AA/q ;::, &� ... 5.SOME DETECTABLE WARNING PRODUCTS REQUIRE A CONCRETE BORDER FOR PROPER INSTALLATION.BORDERS CANNOT BE I THERE SHALL BE NO ADDITIONAL PAYMENT UNDER ITEM 203.03. I REQUIRED SURVEYER p0 I CF C. ABLE TO HAVE ONE MOWING CYCLE IN ACCORDANCE WITH§610-3.12 A.,UNLESS CONDITIONS PREVENT MOWING, ` DIMENSION DESCRIBED IN NOTE 4. I IN WHICH CASE SHALL BE AN AVERAGE MINIMUM HEIGHT OF FIVE INCHES(5"). A. WHEN PLACED AT THE BACK OF CURB,DETECTABLE WARNING FIELDS SHOIAD BE PLACED AS CLOSE TO THE BACK OF CURB A$ PRACTICABLE. BOTH FRONT 13. THE SNOW STORAGE AREA MATERIAL MAY VARY FROM CONCRETE, BRICK, TURF, --___ 11/i' - -.__.. D. EXHIBITING A HEALTHY GREEN COLOR. : CORNER$ OF THE DETECTABLE WARNING FIELD SHALL NOT BE LOCATED MORE THAN 2" fROM THE BACK Of CURB. WHERE THE BACK OF THE CURB EDGE IS ASPHALT, ETC. PAYMENT FOR SNOW STORAGE AREA AND CURB SHALL BE COVERED UNDER " VERTICAL SURFACE DISCONTINUITIES - -`" ---- e M TOOLED TO PROVIDE A RADIUS, THE BORDER DIMENSION SHALL BE MEASURED FROM THE INSIDE EDGE OF THE CURB RADIUS. WHERE CURB IS NOT USED, THE CURB RAMP ITEM 608.0105XX09 UP TO THE SHOWN CURB RAMP LIMIT. - ----- - ,I o ".:... ::: A WARNINGS. _ - F CURB FOR PLACEMENT OF DETECT BLE N SHE T 1 OF 4 _ EDGE OF PAVEMENT SHALL BE SUBSTITUTED FOR THE BACK 0 SEE NOTE 6 0 E R '�- _._.-_. -- = I .. 1 �,. .� ., 14. PAYMENT FOR THE AREA BEHIND THE SIDEWALK SHALL BE MADE UNDER THE CURB RAMP (OPTIONAL) 7�` 48 188 N TYPICAL NYSDOT SIDEWALK SECTION B. WHEN PLACED ABOVE THE LOWER GRADE BREAK OF A CURB RAMP, DETECTABLE WARNING UNITS SHOULD BE PLACED AS CLOSE TO THE JOINT AS PRACTICABLE. - '" F ITEM 608.0105XX09 UP TO THE SHOWN LIMITS. MATERIAL MAY VARY FROM CONCRETE, \ R o BOTH FRONT CORNERS OF RECTILINEAR DETECTABLE WARNING FIELDS SHALL NOT BE LOCATED MORE THAN 2" FROM THE JOINT. BRICK, TURF. ASPHALT, ETC. (OPTIONAL) F,o I �o (FOR USE IN NYSDOT R.O.W.) ?-OPTIONAL 1" 9.p '�/Ry 'U`� ~ C.WHEN RADIAL DWS UNIT$ ARE PLACED AT THE BACK OF CURB, THE FRONT EDGE OF TIE DWS FIELD SHOLEO BE AS CLOSE AS POSSIBLE TO THE BACK OF PAYMENT FOR ANY CURB TO BE PLACED BEYOND THIS AREA SHALL BE MADE UNDER ITEM g N.T.S. CURB. T.E., THE RADIUS OF THE FRONT OF THE DWS FIELD SHOULD MATCH THE RADIUS ALONG THE BACK OF CURB AS CLOSELY AS POSSIBLE. THE OUTSIDE 609.05XX0510. PAYMENT FOR THE REMOVAL OF ANY EXISTING CURB SHALL BE COVERED ((SUEEBNOTE 1) l�Fyt OFYTRpNSQO�� '� r� � w i. / 61 CORNERS � THE DWS FIELD MUST BE LOCATED NO MORE THAN 2 INCHES FROM THE BACK OF CURB. UNDER THIS ITEM 609.05XX0510 AND THERE SHALL BE NO SEPARATE PAYMENT. EDGE OF PAVEMENT - `-BOTTOM OF CURB PERMANENT SURVEY MARKER D + 2'-61/2, GROUND SURFACE T 664 BLUE POINT ROAD 6.ON SLOPES OF 5% OR GREATER, THE ROWS OF DOMES SHALL BE ALIGNED TO BE PERPENDICULAR OR RADIAL TO THE LOWER GRADE BREAK ON THE RAMP RUN. 15. NOTE THAT THE FOLLOWING CURB RAMP DETAIL SHEETS CRD-1 THRU CRD-7 ARE OCK SURFACE (SEE NOTE 1) I D UNIT B WHERE DOMES ARE ARRAYED RADIALLY, THEY MAY DIFFER IN DIAMETER AND CENTER-TO-CENTER SPACING WITHIN THE RANGES SPECIFIED ON THIS SHEET. DOME INCLUDED IN THE PLAN SET TO ILLUSTRATE ADDITIONAL CURB RAMP CONFIGURATION TOP VIEW p _ lSEE NOTE 1) 'j HOLTSVILLE NEW YORK 1 1742 ALIGNMENT THAT IS PERPENDICULAR OR RADIAL TO THE LOWER GRADE BREAK IS NOT REQUIRED ON SLOPES OF LESS THAN 5%. TYPES BEYOND THOSE SHOWN IN THE 608 STANDARD SHEETS FOR SIDEWALKS, CAST-IN-PLACE CONCRETE I " , ,'......- `I 1 I 7.THE DETECTABLE WARNING FIELD SHALL BE THE COLOR SPECIFIED IN THE CONTRACT DOCUMENTS OR MEET THE REQUIREMENTS OF THE STANDARD DRIVEWAYS AND BICYCLE PATHS. CURB TRANSITIONS -,-I ' p, /ice/F /' �, (6311 961-0506 SPECIFICATIONS. DETECTABLE WARNING SURFACES CONTRAST VISUALLY WITH ADJACENT GUTTER, STREET OR HIGHWAY, OR PEDESTRIAN ACCESS ROUE SURFACE, 16. THE TERM "LANDING" IS INTERCHANGEABLE WITH "TURNING SPACE" IN THE (SEE NOTE 2) °° www. ivi need com ALUMINUM CAP- _ _ I KeyC' "IEngi 'ng. EITHER LIGHT-ON-DARK OR DARK-0N-LIGHT. CURB RAMP CONFIGURATION TYPE DRAWINGS. SEE CRD-T THRU CRD-7. -.e �� 1_`^- (SEE NOTE 2) =� l 9" MAX. I l -` N NYSDOT CURB RAMP DETECTABLE DETAILS I : . _ 7" MIN. BRONZE OR BRASS -- -SILICONE SEALANT - ,_ %B" P3TCH' CURB TRANSITION LENGTHS (L) -/ �/\ (SEE NOTE 3J -��- W PROJECT NAME MA pp����� FURNISHED BY NYSDOTSTANDARDSHEET608-01 RObbP1AYj: SLOPE CONTRACTOR I Pi °�'° ~% :� _ _Z; ROMAN CATHOLIC CHURCH OF THE SACRED N.T.S. 1:4 1:12 120 0' �/� \ '� = 91 H I ~ z, a n,v - r -EPDXY COATEQ �� x to y 4 i6" 48 80 ",; _ HEART PROPOSED PARISH CENTER 2F = 4 '" s=-• 6" 24" 72" 120" Q o ``� _ z z ASPHALT OR PCC `� WITHOEM EDOEDHOR I �,� 14300 MAIN ROAD ' GROUT §701-05 o b ATTACHED MAGNET - , <, MATTITUCK, NY 11952 PAVEMENT 6" a ITEM 203.02 TOWN OF SOUTHOLD COUNTY OF SUFFOLK CURB -_ DEPTH VARIES (SEE NOTES 1, 2, 3 ANO 4) CONCRETE �� aa. ``�__ _ APPROX. SUBBASE )SEE PLAN 3"BINDER COURSE,PG 64E-22 PG PERMANENT SURVEY MARKER ° . __� u� HWY. TYPICAL SECTION) 8 FT MIN. I BINDER-ITEM404.1989 NYSDOT CURB TAPER DETAIL ��� DIST.: 100 ECT.: 11 LOCK. 1 OT: 1 BOUNDARY _.. - - . -..__. _ _ ELEVATION DETAIL o. . l < 4 1 L ' TYPE VF6 FOLLOWED BY TWO LIFTS OF 3" (FOR USE IN NYSDOT R.O.W,) off: ,b -ROCK-- I .......................... 1 �_ - VERTICAL FACED CURB WITHOUT CURB ANCHOR) ITEM 407.0102 ...............•.••.• •......• BASE COURSE-ITEM 404.2589 NYSDOT STANDARD SHEET 609-01 ( °e;c r �� I ��' - AHE )SEE NOTE 4) (SEE NOTE 5) I MATCH DEP7W OF EXISTING N.T.S. = DRAWING TITLE RAMP TRANSITION VARIES ASPHALT CONCRETE PAVEMENT I C 'n ����� _ I. ... SEE PCRD-0t 4. WHEN VERTICAL FACED CURB LESS THAN 9"WIDE IS USED WITH PROPOSED RESURFACING- NOTES: STEEL PIN AND CAP R.O.W. MARKER STEEL PIN AND CAP R.O.W. MARKER rii:.: (NOTE 3) CURB BOXES CU1,CU2,AND CU3 AND CONCRETE SIDEWALK IS ASPHALT 70P AND ` ' 1 I N IN IN �.a_y, � . 'HE EXISTING PAVEMENT SHALL BE REMOVED BY A METHOD THAT SHALL ......(SEE NOTE 2) BINDER LAYERS ROCK OR CONCRETE EARTH OR SWAMP 66 :. PLACED ADJACENT TO THIS CURB,SEE STANDARD SHEET NOT DISTURB THE EXISTING SUBBASE A.O.B.E. ANY SUBBASE DISTURB.D 9"0 GROtN(D SIMULATION DETAIL N Y S D O T D E TA I L S H E E T °° :•, :' %^ E%)STING MISCELLANEOUS CURB DETAILS FOR CURB BOX JOINTS. ITEMS 404.098101-2"TOP SHALL BE COMPACTED ANO FINE GRADED AT NO EXPENSE TO THE STATE. --- SURFACE ': .€:::: ..::: ... CROSSWALt(,.`' oasa TURNING'" - "' SIOEW'ALK COURSE,SUPERPAVE WMA NYS Dot I: � SPACE :.. EXIS LT ii f. &� �,........................ pO y":° PAVEMENT " . .:� NYSDOT CURB DETAIL HA -� ,;:;: (FOR USE IN NYSDOT R,O,W.) - - - -' - ° ° 1%2" 1 - - - - 2. THE CONTRACTOR SHALL USE EXTREME CARE NOT TO DAMAGE THE PERMANENT SURVEY MARKER SURVEY MARKER & R.O.W. TAPERED RECESS�� - - - € N TE E NYSDOT STANDARD SHEET 609 01 ITEM 520.0900- ITEM 520.09000010 (SEE DETAIL) ADJACENT PAVEMENT. AS DETERMINED BY THE ENGINEER, ANY DAMAGE 4 . S ROUND OfF TOP �'4" MIN. OR THREADED O5/03/2024 N.T.S. FULL DEPTH FULL DEPTH v ° 1 CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED A.O.B.E. 3" TO 4" FERROUS- SO THAT WATER WITH DR WITHOUT `; y oa ao FLARE NYSDOTITEM#609.04010510 1 WILL NOT STAND MARKER DETAIL TAPER (SEE N07E 4) _ SCALE: N.T.S. SHADED AREA:--� I $F• 11 . I AT NO COST TO THE STATE. " _ _ ANCHOR ROUGH {' �L. j ALL WORK INCLUDED UNDER : F ,"`'' ITEM 304.10119917 - 6 IN METAL FURNISHED BY j �i ! t y (AS NECESSARY SEE NOTE 3) THE CONTRACTOR v FOR USE IN NYSDOT R.O.W. ITEM 608.00050109 "" L_ _� OZF,\, ( k.. 3. AS DETERMINED BY THE ENGINEER, UNSTABLE MATEREALS FOUND BENEATH NYSDOT ITEM 625.06 PERMANENT SURVEY MARKER RIGf{F pF !W� PROJECT NUMBER: 23200 y,,,, - ar [1 SIDE FLARE (TYP.) THE REMOVED PAVEMENT SHALL BE REMOVED TO A MINIMUM DEPTH OF SHEET METAL FORM FOR CAST ° I ° NYSDOT ITEM 625.05 STEEL PIN AND CAP R.O.W.MARKER yi6�F ". -� (SEE NOTE 23) SECTION A - A FOR CIP BACKFILL 6 INCHES UNDER ITEM 2'03.02 AND SHALL BE REPLACED UNDER ITEM IN PLACE UNITS MAY BE ' 25%MAX. AT CURB LINE FABRICATED USING SHEET d MATERIAL N.T.S. STEEL PIN AND CAP R.O.W. MARKER DRAWING BY: AM c "" WOK ::µ- (BOTH SIDES) ASPHALT PAVEMENT REPAIR 304.10ti9417. TOOTHLESS BUCKETS SHALL BE USED TO REMOVE THE METAL SCREWS OR OTHER ° I ° I (SEE NOTE 6) a „ SO Y*'- : , ;; " "":, NOT TO SCALE TOP 5 INCHES. THE REIMAINING 1 INCH SHALL BE REMOVED WITH HAND SATISFACTORY FASTENER$ ° ) FOR PRECAST N07E$: :,. NSTALLATION ' %0*- TOOLS. ITEM 304.10119917 SHALL BE PLACED IN LIFTS NOT IN I CHECKED BY: MP ,/ C`:v w`'•.,'r EXCESS OF 3 INCHES AND COMPACTED. (V ° SEEKNOTERiQUIRMENT RF �.. CURB RAMP CONFIGURATION: TYPE i D (SEE NOTE 3) FOR GIP tks7ALLATION 2 E. GROUT SHALL BE j S ACE r' - - = --`L' • CLA55 "b" CONCRETE [ :c , - ` m' \j /t ., I .� SURFACE OF ALUMINUM CAP TO BE IN CONTACT WITH CONCRET APPROVED BY' MP :' a ►• a THOROUGHLY COATED WITH ZINC CHROMATE PRIMER, 708-04. NOT TO SCALE ; ,,: ^'3Ia. DESl6NER NOTES: 4. SEE TABLE OF FULL DEPTH ASPHALT CONCRETE PAVEMENT REPAIRS ° •yp 3. REBAR SHALL BE DRIVEN WITH A DRIVING CAP ACCEPTABLE TO THE ETC AND DESIGNED SEAL Ha SIGNATURE: ALTERATION OR ADDITION TO THIS BUFFER ZONE x:97.''`s:32 t�p4 1. DESIGNER TO DETERMINE ITEMS TO USE, IN NOTE 2A AND SECTION A A 1N THE PLANS FOR SIZES AND LOCATIONS OF REPAIRS. �1. ( !( DOCUMENT EXCEPT BY A LICENSED NOTES: ;Aa.>. aMr' ° > UNDISTURBED TO PREVENT "MUSHROOMING' OF THE TOP OF THE REBAR DURING DRIVING. SILICONE r ° SEALANT IS NOT REQUIRED IF THE R.O.W. MARKER CAP IS FITTED WITH A PREFORMED PROFESSIONAL ENGINEER IS A " •. `....-. t !-.11 Q ° \ EARTH t�� 1. RAMPS SHOWN ON THIS DRAWING SHALL MEET M'.`:':.".::. 2. REPAIR WIDTH SHOULD BE LANE OR SHOULDER WIDTH AS A MINIMUM 5. DILUTED TACK COAT ITEM 407.0102 SHALL BE APPLIED BETWEEN ALL THREE 1/3" 0(MIN.)-�--_� =` a ( PLASTIC INSERT. O� NE WV Y VIOLATION OF SECTION 7209, CURB RAMP REQUIREMENTS SHOWN ON RAMP OSs REBAR 3'-3" LONG Q SIJ B-DIVISION 2,OF THE NEW PORK WIDTH. ASPHALT LIFTS. � ° Q, PILp �� U.S. CUSTOMARY STANDARD SHEET 608-01 ql,C SPACED EQUALLY ° 4. SHAPE OF THE MARKER CAP IS APPROXIMATE. OTHER SHAPES WILL BE ACCEPTED 1F rr STATE EDUCATION LAW SHEETS 1 TO 7. ° a THEY CONFORM TO THE MINIMUM WEIGHT AND DIMENSIONS GIVEN IN THE MARKER lrj QC'� q * [ CAP DETAIL. THE MARKER CAP SHALL FIT TIGHTLY TO THE REBAR.MARKER CAPS 2. SNOW STORAGE & AREA BEHIND SIDEWALK PAVEMENT RESTORATION NOTES 1/2- v ° WHICH MAY BE REMOVED FROM THE REBAR WITH MINIMUM OR MODERATE EFFORT DRAWING No: SEE NOTE$ 13 AND 14 ON DRAWING CRD 1. \\� 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING EXISTING FLOWLINE GRADES AND RE-ESTABLISHING THESE MIN. COVER ° ° WILL NOT BE ACCEPTED. * _ Ill 3. RAMP TYPE NUMBERING BASED ON STANDARD GRADES IN THE PROPOSED CURB/FLOWLINE WORK. v ° 5. LENGTH OF REBAR MAY BE REDUCED A.O.B.E. IF AN OBSTRUCTION WHICH CANNOT BE r °P ' \ ' SHEETS 608-01 (SHEETS 1 THRU 7). EFFECTIVE 'G .. NOT 1p, ALED 2 2. FULL DEPTH REPLACEMENT OF THE ASPHALT SHOULDER SHALL BE TAKEN TO THE EXISTING LONGITUDINAL JOINT WHERE , ° ( PENETRATED IS ENCOUNTERED. HOWEVER, THE LENGTH OF THE SHANK WILL NOT BE LESS -- DATE 05/01/16 ISSUED UNDER EB 16-012 OPTION A: FLARED CONCRETE ' ; ° THAN 2'-0" IN HARD, DENSE, OR STONY SOIL. REBAR TO BE EPDXY COATED. �0 ALTERNATIVE VARIATIONS AS NOTED. IT MEETS THE EXISTING PAVEMENT. ° Ln 3. VARY DEPTH OF ASPHALT BASE TO ENSURE PROPOSED PAVEMENT DEPTH MATCHES ADJACENT EXISTING PAVEMENT ° Q 6. AFTER THE CONCRETE RIGHT OF WAY MARKER OR CIP PERMANENT SURVEY MARKER IS IN Zis Q81 I „� �� NYSDOT TYPE 1 D CURB RAMP DETAIL NYSDOT RAMP SIDE OPTION A DETAIL DEPTH. ° PLACE, THE EXCAVATION SHALL BE BACKFILLED IN ACCORDANCE WITH THE REQUIREMENTS Of STANDARD SPECIFICATIONS SECTION §203-3.06 "SELECT GRANULAR FILL". �A (FOR USE AT CORNER OF NYS ROUTE 25&REEVE AVE.) (FOR USE AT CORNER OF NYS ROUTE 25&REEVE AVE.) "' - 1-3)) - ROIr E `O ASPHALT PAVEMENT REPAIR DETAIL 7. EXCAVATION AND BACKFILL SHALL FOLLOW EITHER METHOD A OR METHOD B PER 625-3.04 NYSDOT REGION 10 CURB RAMP DETAILS DWG NO.CRD-1 NYSDOT STANDARD SHEET 608-01 PERMANENT SURVEY MARKER PERMANENT SURVEY MARKERS DEPENDING ON SITE CONDITIONS. N.T.S. N.T.S. (FOR USE IN NYSDOT R.O.W.) INSTALLATION DETAIL NYSDOT REGION 10 DETAILS DWG NO.PR-7 CAST IN PLACE OR PRECAST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER N.T.S. PERMANENT SURVEY MARKER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK STATE PROFESSIONAL ENGINEER #081558 13 OF 14 Y:\Key Civil\Projects\2023\23200-JMN Architecture_14300 Main Road_MattitucMDrawings\Key Civ11123200-2025.08.19-SPP11_SPDES_RPZ3.dwg "A WORK ZONE TRAFFIC CONTROL NOTES X NOTES: ✓ SITE 1 INTERMEDIATE-TERM IS STATIONARY WORK THAT OCCUPIES A LOCATION MORE THAN ONE DAYLIGHT 1. MAINTENANCE AND PROTECTION OF TRAFFIC IS TO TO INVOLVE A LANE CLOSURE CLOSING ALONG THE SOUTHERN PERIOD UP TO 3 CONSECUTIVE DAYS,OR NIGHTTIME WORK LASTING MORE THAN I HOUR. x SHOULDER OF MAIN ROAD. o 2.NO WORK ACTIVITY OR STORAGE OF EQUIPMENT,VEHICLES,OR MATERIAL SHOULD OCCUR WITHIN A BUFFER SPACE. 2. BASIC WORK ZONE TRAFFIC CONTROL(WZTC)PLAN SHALL CONFORM TO ITEM 619-1.01 AND TO THE NATIONAL MANUAL 3.XX IS THE EXPECTED OVERALL LENGTH OF THE OPERATION TO BE COMPLETED WITHIN THE WORK DAY. A OF UNIFORM TRAFFIC CONTROL DEVICES(FHWA)AND THE NEW YORK STATE SUPPLEMENT. '50'-100' A SUPPLEMENTAL DISTANCE PLAQUE W7-3a SHALL BE USED WITH SIGN W20-1 WHEN THE DISTANCE : RI X: DOWNSTREAM BETWEEN THE ADVANCE WARNING SIGNS AND WORK MAY BECOME GREATER THAN 2 MILES AS A RESULT OF TAPER THE FOLLOWING SITUATIONS: 3. WORK ZONE RELATED SIGNS SHALL HAVE ORANGE BACKGROUND WITH BLACK LETTERING OR SYMBOLS. ALL SIGNS MULTIPLE WORK LOCATIONS ARE ANTICIPATED WITHIN XX MILES FROM THE W20-1 SIGN 'Z; •WORK AREA WILL BE RELOCATED DURING THE DURATION OF THE WORK WITHIN XX MILES FROM MUST CONFORM TO SECTION 730-05,REFLECTIVE SHEETING TYPE D,OF THE NYS STANDARD SPECIFICATIONS, x -1 SIGN oi l F THE W20 THE SUPPLEMENT SIGN W7-3a SHALL INDICATE THE MAXIMUM ANTICIPATED DISTANCE BETWEEN THE W20-1 SI GN AND THE FARTHEST WORK LOCATION. 4. THE CONTRACTOR SHALL FOLLOW THE DROP OFF CRITERIA AS OUTLINED IN THE NYS STANDARD SPECIFICATIONS Mbrrji tbo..k SECTION 619-3.02(A)ALL TRANSVERSE BUMPS,VERTICAL FACES,UNPAVED SURFACES,MILLED OR GROOVED PAVEMENT .... . .......... 50,100 M 4 W14EN MULTIPLE WORK LOCATIONS EXIST WITHIN XX MILES FROM THE W20-1 SIGN,A G20-1 SIGN 'DOWNSTREAM A CHANNELIZING SHALL BE PLACED EVERY TWO MILES INDICATING THE DISTANCE FROM THE SIGN TO THE FARTHEST WORK A/M. AND OTHER SURFACE IRREGULARITIES 1 INCH OR MORE IN HEIGHT SHALL BE ADEQUATELY SLOPED OR TAPERED IN z JAPER ........... DEVICES LOCATION. 5 ........... SEE DETAIL ACCORDANCE WITH TABLE 619-1 OR APPROPRIATE WARNING SIGNS SHALL BE POSTED IN ADVANCE OF THE CONDITION. 410A 5.CHANNELIZING DEVICE SPACING(CENTER TO CENTER)SHALL NOT EXCEED 20'IN THE ACTIVE WORK SPACE. 5. PAVEMENT MARKING LOCATIONS, SIZES AND LENGTHS ON MAIN ROAD SHALL BE AS SHOWN ON THE PLANS, OR AS to,ik) j 6 CHANNELIZING DEVICES SHALL BE PLACED TRANSVERSELY A MINIMUM OF EVERY 800' AS SHOWN WHEN E DIRECTED BY THE NYSDOT REPRESENTATIVE. ffOlk,'Ave SHOULDER HAVING A WIDTH OF 8' OR GREATER 15 CLOSED FOR A DISTANCE GREATER THAN ,, .7; a fit ck POLL AHEAD DISTANCE A*PAVED M (SEE TABLE 410-04) w Ar all. OF . ................................. 6. ALL TEMPORARY SIGNS FOR WZTC SHALL BE COVERED AS PER ITEM 619-3.02(H)(3)-SIGN COVERINGS AND ALL EXISTING e he 7 THE PROTECTIVE VEHICLES)SHALL MAINTAIN THE APPROPRIATE ROLL AHEAD DISTANCE,BE AN .1A lit 0 CHANNELIZING DEVICES ROLL kCCUPTED TRUCK POSITIONED PARALLEL TO TRAFFIC,PARKING BRAKE SET,PLACED IN 2ND GEAR L AHEAD DISTANCE UJI NON CURRENT OR CONFLICTING SIGNS SHALL BE COVERED AS PER ITEM 645-3.09-COVERING SIGNS. OIIANUAL TRANSMISSIONS/ENGINE OFF)OR PARK / NEUTRAL (AUTOMATIC TRANSMISSIONS)AND HAVE THE WETLANDS . It (SEE NOTE 5) �(SEE TABLE 41D-04) FRONT WHEELS ALIGNED WITH THE LANE STRIPING.,V I P? 01 C BOUNDARY I I 7. ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10:00 AM AND AFTER 3:00 PM. NO LANE CLOSINGS ARE PERMITTED ON Cl) ...... NOTES ON NIGHTTIME WORK: WEEKENDS OR HOLIDAYS.NIGHTTIME LANE CLOSINGS WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE PERMIT INSPECTOR. IN NI.WORK OCCURRING AFTER SUNSET AND BEFORE SUNRISE WILL BE CONSIDERED NIGHTTIME OPERATIONS. 01 11 # ALSO NO LANE CLOSINGS WILL BE PERMITTED: M RETROREFLECTIVE. s FROM NOON ON THE FRIDAY BEFORE MEMORIAL DAY THROUGH MEMORIAL DAY; N3.ALL WORKERS INVOLVED SHALL WEAR PROTECTIVE HELMETS AND NIGHTTIME APPAREL IN ACCORDANCE WITH 1107-05A.HIGH VISIBILITY APPAREL AT ALL TIMES. e INDEPENDENCE DAY; AJ� MIP: N2. ALL SIGNS,STOP/SLOW PADDLES AND RED FLAGS USED TO WARN/ALERT/CONTROL TRAFFIC SHALL BE Mi v • LABOR DAY; DETAIL 410A.-SEE NOTE 6 N4.VEHICLES OPERATING ON THE PAVEMENT OF A CLOSED ROADWAY OR TRAVEL LANE SHALL DISPLAY Pii: ROTATING AMBER BEACONS OR FLASHING LED BEACONS AT ALL TIMES. • VETERANS DAY; Map data 02024 Terms Reportamaperror :3 • FROM NOON THE DAY BEFORE THANKSGIVING THROUGH THE SUNDAY FOLLOWING THANKSGIVING DAY; NS.LEVEL I ILLUMINATION SHALL BE PROVIDED NEAR THE BEGINNING OF LANE CLOSURE TAPERS AND AT IP; ROAD CLOSURES,INCLUDING THE SETUP AND REMOVAL OF THE CLOSURE TAPERS. :BUFFER SPACE THE DAY PRECEDING CHRISTMAS DAY; I(SEE TABLE 41D-02) CHRISTMAS DAY; VICINITY MAP N6.LEVEL 11 ILLUMINATION SHALL BE PROVIDED FOR FLAGGING STATIONS,ASPHALT PAVING,MILLING,AND ". i CONCRETE PLACEMENT AND/OR REMOVAL OPERATIONS,INCLUDING BRIDGE DECKS,50 FEET AHEAD OF AND THE DAY BEFORE NEW YEARS DAY; N.T.S. 100 FEET BEHIND A PAVING OR MILLING MACHINE. • NEW YEARS DAY; NT.LEVEL III ILLUMINATION SHALL BE PROVIDED FOR PAVEMENT OR STRUCTURAL CRACK FILLING,JOINT DRUM CHANNELING DEVICE DETAIL REPAIR,PAVEMENT PATCHING AND REPAIRS,INSTALLATION OF SIGNAL EQUIPMENT OR OTHER SHOULDER TAPER ELECTRICAL/MECHANICAL EQUIPMENT,AND OTHER TASKS INVOLVING FINE DETAILS OR INTRICATE PARTS N.T.S. 8. ALL WORK AT THE SITE ACCESS POINT SHALL BE COORDINATED WITH THE APPROVED SITE PLAN.THE PROPOSED SITE rl. PROJECT DATA (SEE TABLE 410-02) AND EQUIPMENT. ENTRANCE MUST BE CLOSED WITH TUBULAR MARKERS, BARRICADES,AND"ROAD CLOSED"SIGNAGE IN AN APPROVED .. ........ APPLICANTIOWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART N8.ALL LIGHTING SHALL BE DESIGNED,INSTALLED,AND OPERATED TO AVOID GLARE THAT AFFECTS MANNER UNTIL THE NYSDOT ENGINEER-IN-CHARGE ACCEPTS ALL THE ROADWORK,SIGNING,AND PAVEMENT MARKINGS A (SEE TABLE 4:0-01) ROADWAY. DEPICTED ON THESE PLANS. 27835 MAIN ROAD TRAFFIC ON THE ROADWAY OR THAT CAUSES ANNOYANCE OR DISCOMFORT FOR RESIDENCES ADJOINING THE xl� P.O.BOX 926 CUTCHOGUE,NY 11935 9. PRIOR TO INSTITUTING ANY MAINTENANCE AND PROTECTION OF TRAFFIC SCHEME,THE CONTRACTOR SHALL NOTIFY ALL N9.PRIOR TO THE START OF NIGHTTIME OPERATIONS,A WRITTEN NIGHTTIME OPERATIONS AND LIGHTING PLAN IS REQUIRED FOR APPROVAL. LOCAL EMERGENCY DEPARTMENTS. TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot I NIO.SEE NIGHTTIME SAFETY BULLETIN,HD §16.5.7.&STANDARD SPECIFICATIONS §619 FOR ADDITONAL ow REQUIREMENTS AND CONSIDERATIONS. SITE AREA.................................. 242,298.52 SF(5.5624 Acres) 10, THE CONTRACTOR SHALL SCHEDULE WORK OPERATIONS TO MINIMIZE THE INTERRUPTION OF PEDESTRIAN TRAFFIC. PEDESTRIANS SHALL USE DESIGNATED PEDESTRIAN/BICYCLE ROUTE THROUGH THE WORK ZONE. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) g CURRENT USE........................... CHURCH 11. ALL DELETERIOUS MATERIAL WITHIN THE NYSDOT RIGHT OF WAY SHALL BE REMOVED DAILY OR AS ORDERED BY THE 'OSED B w. I THIS SIGN SHALL BE LOCATED A MINIMUM L NYSDOT ENGINEER. THE MEANS OF REMOVAL SHALL BE ACCOMPLISHED BY A SWEEPING MACHINE. PROPOSED USE......................... PARISH CENTER G20-2 DISTANCE OF 80 FT.AND MAXIMUM OF 400 FT. (SEE TABLE 410 PAST THE END OF THE DOWNSTREAM TAPER 12. TUBULAR MARKER PLACEMENT SHALL NOT EXCEED 40 FEET(11 SKIP LINE). EXISTING FOOTPRINT............... 8,567 SF 1-500'TT RN AKIC PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) 13, THIS WORK ZONE TRAFFIC CONTROL PLAN DEPICTS THE MINIMUM REQUIREMENTS OF NYSDOT AND DOES NOT RELEASE is q COVERED ENTRY:273 SF WO-23 THE CONTRACTOR FROM HIS RESPONSIBILITY TO SAFELY MAINTAIN AND PROTECT TRAFFIC IN ACCORDANCE WITH 20-1 A— GROSS FLOOR AREA............... LOWER LEVEL......................................2,020 SF REFER TO SHEET 2 OF 2 FOR ALL TABLES SECTION 619 OF THE NYSDOT STANDARD SPECIFICATIONS. OTHER TRAFFIC CONTROL DEVICES ABOVE AND BEYOND THOSE SHOWN ON THIS PLAN MAY BE REQUIRED TO MAINTAIN AND PROTECT TRAFFIC OR AOBE. (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF TOTAL...................................................10,528 SF NEW of A 14. THE CONTRACTOR SHALL PROVIDE FLAGGERS WHEN SIGHT DISTANCES ARE IMPAIRED BY HIS OPERATION OR AOBE. sT. Department 2 FT MIN- TransporORTUN)TKtation W7-3a(SEE NOTE 3) G20-1 (SEE NOTE 4) 15. THE CONTRACTOR SHALL NOT PARK HIS EQUIPMENT OR STORE MATERIAL OVERNIGHT WHERE IT IS DEEMED BY THE U.S. CUSTOMARY STANDARD SHEET ENGINEER TO BE A SAFETY HAZARD TO TRAFFIC. STORAGE WITHIN THE NYSDOT RIGHT-OF-WAY WILL NOT BE WORK ZONE TRAFFIC CONTROL 24000 LB PROTECTIVE tz PERMITTED. t2 VEHICLE WITH TMIA WORK AREA TWO-LANE TWO-WAY ROADWAY SEE TABLE 410-03 SHOULDER CLOSURE 6. THE CONTRACTOR IS ADVISED THAT NO PAVEMENT EDGE DROP-OFFS WILL BE PERMITTED WITHIN ELEVEN(11)FEET OF INTERMEDIATE TERM OPERATION TRAVEL LANES.THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SO THAT ALL EXCAVATED WORK AREAS SHALL BE (SHEET I OF 2) CHANNELIZING DEVICE F 9 ARROW PANEL - BACKFILLED TO GRADE AT CONCLUSION OF THE WORK DAY. (SEE TABLE 410-05) L� (CAUTION MODE) APPROVED DECEMBER 2. 2021 ISSUED UNDER El 21-028 ROBERT LIM CL OGES. P.E. 17. THE CONTRACTOR SHALL NOT RESTRICT THE INGRESS/EGRESS REQUIRED FOR DRIVEWAYS ALONG MAIN ROAD(NYS 619-410 ww NOT TO SCALE ROUTE 25). _j DIRECTOR.OTSM + WALKWAY 18. CONTRACTOR TO PLACE TEMPORARY SIGNS OUTSIDE SIGHT TRIANGLES SO AS NOT TO CONFLICT WITH THE SIGHT 11 08/19/25 AD ISSUED FOR BID DISTANCE. 10 07108/25 AD REV.PER TOWN AND NYSDOT COMMENTS HEIGHT AND LATERAL LOCATION OF SIGNS 19. CONTRACTOR SHALL PROVIDE SIGNAGE IDENTIFYING PEDESTRIAN/BICYCLE ROUTE THROUGH WORK ZONE. 9 04111/25 AD REV.PER TOWN AND NYSDOT COMMENTS (TYPICAL INSTALLATION) CONTRACTOR TO PHASE SITE WORK AS TO MAINTAIN A 5-FOOT CLEAR ADA COMPLIANT PASSAGE FOR PEDESTRIANS N.T.S. DURING CONSTRUCTION. BICYCLISTS SHALL DISMOUNT BIKE AND WALK THROUGH THE WORK ZONE IN AREA 8 02/05/25 AD REV,PER SCWA COMMENTS DATED 01/28125 TABLE 410-01: ADVANCE WARNING SIGN SPACING TABLE 410-05- CHANNELIZING DEVICE APPLICATION FOR INTERMEDIATE-TERM STATIONARY WORK ZONES DESIGNATED FOR PEDESTRIAN AND BIKE TRAFFIC, 7 01127/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 DISTANCE BETWEEN SIGNS WORK ZONE PROVISIONS MUTC0 COMPLIANT CHANNELIZING DEVICE 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE, DETECTOR 6 01121/25 AD REV.PER UPDATED SEPTIC LAYOUT ROAD TYPE A IFL) B(FT.) INTERMEDIATE TERN CABLE,CONDUIT AND ALL UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION. w STATIONARY WORK ZONES IA= REV.PER UPDATED ELECTRIC AND RPZ WATER URBAN(s 30 MPH-) 100 INVOLVE WORK THAT _w w w 5 12/06/24 AD too 1� 5:,o w w 7 1 SERVICE LOCATIONS -40 MPH-) 200 OCCUPIES A LOCATION 21. THERE SHALL BE NO WORKERS,EQUIPMENT OR OTHER VEHICLES IN THE BUFFER SPACE.URBAN(35 200 W_ FS - L�_ - 350 FOR MORE THAN I DAYLIGHT wM I URBAN(2:45 MPH-) 350 H w REV.PER UPDATED ELECTRIC AND TELECOM w 4 11/22/24 RURAL 500 500- P AM PERIOD UP TO 3 CONSECUTIVE LIE SERVICE LOCATIONS DAYS,OR NIGHTTIME WORK 22. IF TRAFFIC SAFETY OR OPERATION ISSUES DEVELOP AS DETERMINED BY NYSDOT, LEFT TURNS INTO OR OUT OF THE POSTED SPEED LIMIT THAT OCCUPIES A LOCATION F. w REV.PER TOWN COMMENTS DATED 09/11/24 AND FOR MORE THAN I HOUR w PROPERTY MAY BE RESTRICTED OR PROHIBITED. 3 10/02/24 AM SCDHS COMMENTS DATED 10/02/24 SHOULDERIMERGING/ 20 FT.• X X 2 07/19/24 AM ISSUED TO TOWN TABLE 410-02: LONGITUDINAL BUFFER SPACE AND TAPER LENGTHS SHOULDER TAPER LENGTH.•L13 SHIFTING TAPERS 40 FT. X x 1 05/14/24 DO REV.PER CLIENT COMMENTS LONGITUDINAL TAPER LENGTH:L (FT.)/0 OF SKIP LINES/ (FT.)/0 OF SKIP LINES/*OF PROVISIONS FOR ICE AND SNOW REMOVAL OPERATIONS PRECONSTRUCTION 0 OF CHANNELIZING DEVICES CHANNELIZING DEVICES MARKING FOR N/A X2 X X2 X 2 BY DESCRIPTION BUFFER SPACE TRANSVERSE BUWSI POSTED SPEED NO. DATE LIMITDISTANCE IFTJ/ IN ORDER TO ALLOW FOR SNOW AND ICE CONTROL BY STATE FORCES ON THE STATE HIGHWAYS AND BY LOCAL MUNICIPALITIES ON LOCA )MPH) OF SKIP LINES FOR LANE WIDTH IN FT. FOR SHOULDER WIDTH (LATERAL SHIFT OF TRAFFIC FLOW PATH) TRANSVERSE DEVICE WITHIN ROADS,THE CONTRACTOR SHALL SCHEDULE HIS WORK IN ACCORDANCE WITH THE FOLLOWING: CLOSED TRAFFIC LANE 800 FT. X x x X x 0 REVISIONS 10 11 12 s 4 FT. 5 -7. FL k-8 FT. AND/OR SHOULDER 1. INTERFERENCE WITH SNOW PLOWING OPERATIONS BY TUBULAR MARKERS,BARRICADES AND OTHER TRAFFIC CONTROL EQUIPMEN 25 155/4 120/3/4 120/3/4 120/3/4 40/1/2 40/l/2-- 40/1/2 REMOVAL OF EXISTING 80 FT' SHALL BE KEPT TO A MINIMUM. ANY DEVICES DISTURBED OR DAMAGED BY SNOW AND ICE CONTROL OPERATIONS SHALL 6 GUIDE RAIL X X 0 160/4/5 160/4/5 200/5/6 40/1/2 401112 REPLACED AND OR RESET AS NECESSARY AND AS SOON AS POSSIBLE BY THE CONTRACTOR. 30 2D015 40/1/2 1 1 1 1 1 1 1 0 FT, BICYCLE WARNING SIGN 35 250/6 200/5/6 24016/7 240/6/7 40/1/2 40/1/2 80/2/3 NOTES:X--ALLOWED,BLANK NOT ALLOWED,0 OPTIONAL SEE NOTE 5 ON SHEET I OF 2. (Wi 1-1) 2. DRAINAGE FRAMES,GRATES AND COVERS AND OTHER CASTINGS SHALL NOT BE ADJUSTED IN A TRAVEL LANE UNLESS THE FINA 3D5/8 280/7/8 1 320/8/9 320/8/9 40/1/2 $0/2/3 80/2/3 I.-A TYPE I OBJECT MARKER MAY BE USED IN LIEU OF CHANNELIZING DEVICE. PAVEMENT COURSE IS TO BE PLACED PRIOR TO THE ONSET OF SNOW AND ICE WEATHER.STEEL PLATES,ETC.SHALL NOT PROTRUD 40 2:-CHANNELIZING DEVICES SHALL BE EQUIPPED WITH A FLASHING WARNING LIGHT. N.T.S. 80/2/3 1 80/2/3 1 120/3/4 ABOVE THE ADJACENT PAVEMENT, IF ANY OF THESE PROTRUSIONS EXIST IN ANON-TRAVEL LANE PRIOR TO A SNOW AND IC 45 360/9 440/11/12 1 520113/14 560/14/15 _1 CONDITION,THEN TEMPORARY ASPHALT RAMPS MUST BE PLACED SO THAT FOR EVERY ONE MILLIMETER OF RISE, THERE IS A 50 0/4/5 EIGHTY MILLIMETER RUN OF RAMP. 425/11 520/13/14 1 560/14/15 600/15/16 80/2/3 120/3/4 1 6 a 55 495/13 1 560/14/15 600/15/16 680/17118 80/2/3 120/3/4 160/4/5 TABLE 410-06: REQUIRED SIGN SIZES* 3. ALL PAVEMENT CUTS SHALL BE RESTORED TO THE ADJACENT PAVEMENT GRADE TO ELIMINATE RECESSED AREAS WHERE SNO SIGN NON FREEWAY FREEWAY CANNOT BE PLOWED OR WHERE PLOWS MAY SNAG. C�M,'.3 V I L E PM G 1 Pull 017/2 G20-2 36x18 48x24 TABLE 410-03. PROTECTIVE VEHICLE REUREMENTS W20-1 3646 48x4B 4. WHERE THE MAINTENANCE AND PROTECTION OF TRAFFIC SCHEMES REQUIRE INSTALLATION OF SINGLE OR MULTIPLE RUNS 0 IN TEMPORARY CONCRETE BARRIER,THE CONTRACTOR SHALL REMOVE ANY SNOW REMAINING ALONG A TEMPORARY BARRIER EVEN 11 113354 BLUE POINT ROAD, UNIT 13 W21-5 3646 4BX48 IT IS THE RESULT OF SNOW PLOWING OPERATIONS BY STATE FORCES OR OTHERS THE INTENT IS TO PREVENT ACCUMULATED SNO CLOSURE TYPE NON-FREEWAY 1117-3a 2448 3600 HOLTSVILLE, NEW YORK 11742 ROAD TYPE&SPEED k 45 MPH 35-40 MPH s 30 in G20-1 36XI8 48x24 FROM MELTING ONTO TRAVEL LANES WITH POSSIBLE REFREEZING. (6311961-0506 5. THE CONTRACTOR SHALL BEGIN SNOW REMOVAL WITHIN REASONABLE TIME AFTER NOTIFICATION BY THE ENGINEER. EXPOSURE CONDITIONS WARNING FLAG IBX18 18A 8 www.KeyCivilEngineering.com WORKERS ON FOOT OR -FREEWAY SIZES MAY BE USED ON NON-FREEWAY,IF SPACE CONSTRAINTS DO NOT LANE VEHICLE EXPOSED TO P,TMIA P.TMIA SEE NOTE 2 EXIST. LANE CLOSURE OR TRAFFIC PROJECT NAME . ........... ENCROACHMENT OTHER HAZARDS NO P.TMIA SEE NOTE 2 SEE NOTE 2 WORKERS EXPOSED IN LANE SIGN ROMAN CATHOLIC CHURCH OF THE SACRED WORKERS ON FOOT OR (NYW5-32P) HEART PROPOSED PARISH CENTER VEHICLE EXPOSED TO P,TMIA SEE NOTE 2 SEE NOTE 2 N.T.S. ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10 AM AND AFTER SHOULDER CLOSURE TRAFFIC 1 14300 MAIN ROAD OR ENCROACHMENT OTHER HAZARDS NO SEE NOTE 2 SEE NOTE 2 SEE NOTE 2 3 PM. NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR MATTITUCK, NY 11952 WORKERS EXPOSED HOLIDAYS. NIGHTTIME LANE CLOSINGS WILL NOT BE PERMITTED TOWN OF SOUTHOLD, COUNTY OF SUFFOLK LEGEND WITHOUT PRIOR APPROVAL FROM STATE PERMIT INSPECTOR. DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 P:PROTECTIVE VEHICLE REQUIRED FOR EACH CLOSED LANE&EACH CLOSED PAVED SHOULDER S'OR WIDER, IF THE WORK SPACE MOVE ACCORDINGLY S WITHIN THE STATIONARY CLOSURE,THE PROTECTIVE VEHICLE SHALL BE REPOSITIONED A 81 NEAD TMIAt TMIA REQUIRED DRAWING TITLE NOTES: 1.THE EXPOSURE CONOITIONS ASSUME THERE IS NO POSITIVE PROTECTION PRESENT 2.EITHER A PROTECTIVE VEHICLE OR THE STANDARD BUFFER SPACE SHALL BE PROVIDED AHEAD SIGN WORK ZONE TRAFFIC -3 (R3-17A) Lf N E Department of N.T.S. AT.PP Transportation CONTROL PLAN TABLE 410-04: ROLL AHEAD DISTANCE U.S. CUSTOMARY STANDARD SHEET Fi ROLL AHEAD DISTANCE (FT.)/*OF SKIP LINES FOR WORK ZONE TRAFFIC CONTROL DATE: 05/03/2024 VEHICLES TWO-LANE TWO-WAY ROADWAY PRECONSTRUCTION STATIONARY OPERATION SHOULDER CLOSURE SCALE: N.T.S. POSTED SPEED INTERMEDIATE TERM OPERATION LIMIT(MPH) MIN MAX (SHEET 2 OF 2) a 55 12013 200/5 PROJECT NUMBER: 23200 APPROVED APRIL 8, 2022 ISSUED UNDER El 22-008 45 -50 80/2 160/4 X uj .X;=IXI Z'=3RnberCL 619-410 DRAWING BY: AM W W s 40 40/1 120/3 ROBERT LIMOGES, P.E. _j DIRECTOR, OTSM r< + CHECKED BY: MP APPROVED BY: MP SEAL & SIGNATURE: ALTERATION OR ADDITIONTO THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A NEW VIOLATION OF SECTION 7209, SUB-DIVISION 2,OF THE NEWYORK PILO STATE EDUCATION LAW DRAWING No: w NOT 'ALED Z w6 C-14 '�OFE U/u MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 14 OF 14 YAKey CivAProjects0230200JIVIN Architecture-14300 Main Road-WattitucMDrawingffey Civi1123200-2025.08.19-SPP11-SPDES-RPZ3.dwg