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Revised Site Plans Rcv'd 5/15/26
PROPOSED MULTIPLE UNIT HOUSING FOR: K0_.,EI-1AL..,ER -FAMIEY -LIMIT_.,E_,D PART1V_,ERSI-IIP �f`ry a i r17 645 NORTHNORTHSTSTREET, � UE, NEWHW ll YORK 935 I� _ w LOCATION OF PROP. i LW z Z MULTIPLE DWELLING UNIT N/O/F , N/O/F N/O/F ., = WYANDANGH RE CORP. WYANDANGH RE CORP. I WYANDANGH RE CORP. ' Q LU gyp ; S4.0o_ 13_2_0 W -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -•� -- -- -- -- -- -- -- -- -- - -- - -- -- -492.43 `} "4 - EXIST. coy UTILITY W IL I coI POLE . `' „ I _ o MIN. R.Y. 5ETB OTT'. 3 AGK: 35' AS PER CHAPT. 2&0,SHADED AREA OUTLINES N nU PROPOSED OPEN SPACE: O [x REOV. - 20,077 5F. o N ' I I PROVIDED - 4gp52 SF U_ z 1 SITE LOCATION PLAN II iv -- --- -- - - --- ---- --- -- -- - -- -- - -- ----- - - - - - -- - - - - --- --- • -- --- - - - Scale: N.T.S. - - - --- -� -" -- - - - - - - -- -- - - -- --- - - -" - ---- - - --- - = - - ==' = -- - - LU o Q I * EXTENT OF CLEARANCE AREA O t12055' f376.0' o I _ ►� LIST OF DRAWINGS CLEARANCE AREA ' DWG.# DRAWINGS NAME I5P-1.0 SITE LOCATION PLAN, PROPOSED PLOT PLAN, SITE(51,27g S.F ) I O i W ZONING DATA, LEGEND, LIST OF DRAWINGS, NOTES t I v U W 5P-1.1 KEY / RADIUS MAP, LIST OF PROPERTIES 4 PROPERTY OWNERS I w I ;fl O O N I x i 5P-2.0 PROPOSED DIMEN51ONAL CONSTRUCTION PLAN, 1: SANITARY v O TYPICAL CONSTRUCTION DETAILS Z I Q i O O COVERS O O (< ( 5P-3.0 PROPOSED GRADING 4 DRAINAGE PLAN, TYPICAL Q pp PROPOSED EXIST. DRAINAGE DETAILS, DRAINAGE CALCULATIONS, I NOTES INS pO (RIY�GY FENCE m UTILITY SP-4.0 PROPOSED SANITARY SYSTEM PLAN, SANITARY 0 v POLE I CALCULATIONS, SECTION DETAILS, NOTES IQZ O PATIO PATIO PATIO PATIO PATIO PATIO < ' F�'"1 5P-4.1 NORWEGO SANITARY SYSTEM DETAILS, DIAGRAMS, I � �I Q 5LAB SLAB SLAB O 5LAB SLAB 5LAB � I ELECTRICAL DETAILS NOTES w W 5P-5.0 PROPOSED LANDSCAPE PLAN, LANDSCAPE DETAILS, �^ I u m� v • • v v • • • v v • • v N I� a SCHEDULE, NOTES In {U' „S GAS-GAS-WS-GAS-GFS-W -GAS GAS- 5P-6.0 PROPOSED LIGHTING PLAN, LUM I NA I RE SCHEDULE, 1 10 PROP. FI 1. FLR. +�� «��/� PROP. FI 1. FLR. PROP. FIN. FLR. f +��a ����� PROP. FIN. FLR. -4 �R w R LIGHTING DETAILS I ~ EL.: .5' EL.: .5' EL. 33.0' EL. 33.0' Z �p 5P--1.0 PROPOSED EROSION CONTROL PLAN, EROSION R CONTROL LEGEND, CONTROL INSPECTIONS n I ARAGE J ARA6E ARAGE ` GARAG 'ARAGE ` 6ARAG PROP. METER I v 0 5P-7.1 EROSION 4 SEDIMENT CONTROL DETAILS NOTES \ , --- -- VAULT 4 SHUTOFF - ��LVE I A-I O PLANS�PROPO PROP05ED BU LDIN6 FRONT 1 167.0 30.0 32.0 - - 35.0 - REAR ELEVATIONS \ Z A 2.0 PROPOSED INDIVIDUAL UNIT FLOOR 4 ROOF PLANS -- -- I�-- ---� �-LOCATION NEW v A-2.1 PROPOSED INDIVIDUAL UNIT FRONT 4 REAR UNDEMIN. .Y SETBACK: 35' AS PER CMAPT. 280, A \\\ El FCTRR6GOLUIT WCn ELEVATION ELEVATION DETAILS PROPOSED BUILDING END UNIT -SHADED AREA OUTLINES ' i '- L` O BLDG. No. 2 - � PROPOSED OPEN SPACE j � �.-_� BLDG. No. 1 � _.__� � � TOWN OF SOUTHOLD A CL ZONING & SITE DATA ZONING CLASSIFICATION - HB - HAMLET BUSINESS LOCATION OF APPROX.\\\ I� 5GTM #: D15TRIGT: 1000 t127. t375.96' TEST BORI 6 SECTION: 102 41'� - -- - -- --- -- _1 NBLOCK: OS t4i2.o' S40�13?1]E -- -- -- -- -- -- -- -- -- - -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- - -- -503.40 \ LOCATION ROUTE 25 \ OF EXIST. FIRE LOT g.2 \ HYDRANT A5 PER CHAPTER 42&0 ZONING,ATTACHMENT 4 -HAMLET BUSINE55 MAIN ROAD EXIST. UTILITY POLE \ LU W SITE DATA PERMITTED/REQ D. EXISTING PROPOSED D 1 LOT AREA 20p00 sf. MIN 100,351 5F. 100,551 5F. GUY WIRE W 2.50 ors. 2.50 ors. EXIST. EDGE END OF PROPOSED PROPOSED CONGiRETE CURB PROPOSED CONCRETE CURB X 0. s LOT COVERAGE 40% --- g.72% OF PAVEMENT CONCRETE CURB W O I WIDTH OF LOT 60 4g2.43' 4g2.43' (N/G) N 0 R T H S T R E E IT DEPTH OF LOT 100 201.66 201.66' (N/C) BUILDING HE16HT 2 5TY./35 FEET --- I 5TY✓t16.0 FT. TEST H01LE DATA LEGEND N A PROPOSED PLOT PLAN 0 20' 40' LIVABLE FLOOR AREA &50 5F. --- I,Igq.O SF. Scale: 1" = 20'-0" SETBACKS TEST HOLE DUG BY NdATHAN GORWIN, L.S. JANUARY 5, 201E3 NORTH ARROW NOTE: AS PER CHAPTER 2&0, ATTACHMENT b, PROPOSED SITE PLAN MEETS ALL REQUIREMENTS FOR OPEN FRONT YARD 15 --- 55.0' 01 00.00 EXISTING ELEVATION TOWN OF SOUTHOLD SPACE, BUFFERS, AND SETBACKS FOR RESIDENTIAL SITE PLANS LE55 THAN 15 ACRES. REAR YARD 25 --- t12g.32' x N.T.G. NEW TOP OF CURB NOTE: MULTIPLE UNIT HOUSING STRUCTURE SEPARATED INTO TWO, (3) (UNIT MULTIPLE HOUSING STRUCTURES AS TABLE R301.2 SANDY LOAM N.B.G. NEW BOTTOM OF CURB PER PLANNING BOARD RECOMMENDATIONS CLIMATIC AND 6E06RAPHIC DE516N CRITERIA 51DE YARD 10 --- 35.0'/tig7.0' 11 N.T.G. NEW TOP OF GRATE (SLOTTED COVER) NOTE: VARIANCE 50U6HT FOR ARTICLE XXI I, SECTION 2&0-107 (A) BUILDING LENGTH AND SEPARATION FOR WIND DE516N 5UlI TO DAMAGE FROM AIR MEAN TOTAL I E YARD OF 25 --- T-±232.0' MULTIPLE DWELLINGS - NO BUILDIN6 SHALL EXCEED 125 FEET IIN LENGTH. GROUND Topo raphic Medal Pan SEISMIC Weathori Frost Termite ICE BARRIER FLOOD SNOW Speed efPd , k wind debris DESIGN line UNDERLAYMENT HAZARDS9 FREEZING ANNUAL N.T.P. NEW TOP OF PAVEMET (ASPHALT) THE PROPOSED LENGTH OF SEPARATED MULTIPLE DWELLING STRUCTURES IS REVISED IN LENGTH TO m CATE60RY' de thb REauIREDh INDEX' TEWJ PROPOSED AREAS: LOAMY SILTY SANDY LOAD (mph) re Ion zone p E- ELECTRIG LINE SHOW EACH OF TWO (2) MULTIPLE DWELLIN6 5TRUGTURE5 OF 123g'-6" IN LENGTH AS PROPOSED BY THE TOWN OF SOUTHOLD PLANNING BOARD. 20 Ibs.1 120 no no YES B SEVERE 5 FT. MOD.to YES _ _ - BUILDING COVERAGE: g,747 S.F. (g.72�) 2 -GAS- GAS LINE psf HEAVY IMPERVIOUS AREA: 4,100.4 S.F. (4.0c[%) -w- WATER LINE MANUAL J DESIGN GRITERIAn PERVIOUS AREA: &6,453.6 S.F. (86.Iq%) Altitude Indoor winter eating -r- COMMUNICATIONS (TELEPHONE) LINE Elevation rrecti Coincident design relative Indoor winter design outdoor winter design temmpperature TOTAL LOT AREA: 100,331 S.F. (100%) r" OVERHEAD SERVICE WIRES actorO wet bulb humid) dry-bulb temperature dry-bulb temperature difference -� FLOW ARROW Latitude DalySniner Indoor summer Cooling PARKING REQUIREMENTS range design design relative Indoor summer design Outdoor summer desiemperature AS PER CHAPTER 280 ZONING ARTICLE XVIII - MULTIPLE DWELLING PALE BROWN FINE NEW STORM DRAINAGE POOL H/CAST gains ,mij dry-bulb temperate dry-bulb temperaturegn t difference TO COURSE SAND -� IRON GRATE TYPE PERMITTED/REQUIRED PROPOSED NDW (SEE DRAINAGE STRUCTURE TABLE) NEW STORM DRAINAGE POOL H/SOLID 2 - BEDROOM 2.0 PER 12 SPACES + $� (MULTIPLE DWELLING) DWELLING UNIT 6ARA6E CAST IRON COVER PARKING NDW (SEE DRAINAGE STRUCTURE TABLE) ® 'DOOR, OVERHEAD DOOR MAY 15 2026 PROPERTY OWNER/APPLICANT: KOEHLER FAMILY LTD. PARTNERSHIP 17' EXTERIOR LIGHT PLANNHOL NING so 14ING TOWN NO WATER ENCOUNTERED BOARD 108 ALLEN BLYD. FARMINCDALE, NEw YORK 11735 5.G.T.M.#: 1000-102-5-cf.2 ISSUED FOR REVISIONS THE5E pl ANr ARE AN IN5TRIMENTOF PROPOSED MULTIPLE UNIT HOUSING FOR= SITE LOCATION PLAN, PROPOSED PLOT SERVICE AND ARE THE PROPERTY � �� DATE: 8-5-25 'f w NO. DATE REMARKS NO. DATE REMARKS � IN5EMENT5 ��5 �0s E. ca f A�� PLAN, ZON I NC SITE DATA, LEGEND, LIST CONSULTANTS , KOEHLER FAMILY LIMITED OF DRAWINGS, NOTES AR C; HITECTURE t PLANNING I 8-18-25 PROGRESS SET FOR REVIEW WNTRAGTOR51-ALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS * .' PARTNERSHIP SCALE: AS NOTED DRAWING NO. 208 ROUTE IOq, SUITE 208, FARMINGDALE, NEW PORK 11755 2 I0-27-25 REVISED PROORE55 SET FOR REVIEW AND BE RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK fir. - LOCATED AT: DRAWN: B.J.A. TEL.: 631-3q3-6805 FAX: 631-3q3-6808 PLANNING DEFT. RESUBMISSION NO ALLOKQCE5 SHALL BE MAID S �0 c7z7�1�C� 645 NORTH STREET P too 3 5-12-26 IN BEHALF of THE GONTRAcroR ���N�� CUTCHOGUE, NEW YORK, 11935 E-MAIL: 0GGONSULTANTSPG(@0MAIL.GOM FOR ANY ERRORS,OMI55IONS, -.- NOR NE6LEGT ON HIS PART. .JOB NO: 2256 Iv LIST OF PROPERTY OWNERS S.G.T.M. # PROPERTY OWNER PROPERTY ADDRESS `NN\ ' ,�., \, �, SECTION-BLOCK-LOT \, \ / ZONE \, ZONE \ , / '\ �,\ RO 102._I_q.2 GRATTAN FAMILY 2014 IRR. TRUST 2555 DEPOT LANE %\ / 102. 125.1 GHARLES J. � JEAN T. ZAHRA 3q5 SCHOOLHOUSE ROAD R-80 \?. '/ \ \ 102.-I-24 EDNA F. MGGAFFERY 625 SGHOO HOUSE LANE \ \ , L \? ,� - \ \ 102.-1-25 M I GHAEL � KELLY EVER5 725 SCHOOLHOUSE LANE 102.-1-26 BARBARA DIACHUN 8-75 SCHOOLHOUSE LANE NIATTITUCK - CUTGHOGUE '\ �- 102.-1-2q GHARLES ZAHRA 455 SGHO/0 '/ OLHOUSE LANE \ J /� / UFSD CENTRAL \ 102.-1-35.4 HG GRI FF I NO LG. \ ! Q o ADMINISTRATION OFFICES \, L 325 GRIFFIN STREET / / �;� \ \ 102.-I-33.7 HARVEST POINT HOA I NG. MILLSTONE LANE \ L \ o o'y Qv '/ /�, \� '\ 102.-1-33.8 RIMOR DEVELOPMENT, LLG. 51 MILLSTONE LANE / 9 // >\ 102.-5-2 S. J. COHEN I qq6 TRUST 240 GRIFFIN STREET ZONE / 102.-5-3 ALFRED J. TERP, JR. 28145 ROUTE 25 \' \ 102.-5-4 ALFRED J. TERP, JR. s MARIE TERP 281g5 ROUTE 25 r lo2.l-I- /off ,!off ,/ R-40 // / 102.-5-7 NANGY B. MARSCHEAN 28355 ROUTE 25 ADJOINING PROPERTY OWNER io to .I-I-� 9 /' / / P.O. BOX 246 z �' '' ,'/ / \�'\ GUTGHOGIE, NEW PORK IIg35 rn 102.-5-q.2 KOEHLER FAMILY LTD. PARTNERSHIP 645 NORTH STREET /10 -�- ?., 40 / \ �'\, 102.-5-q.-7 HYANDANCH RE CORP. 860 GRIFFIN STREET I / �'\ \, 102.-5-q.q WYANDANGH RE CORP. 560 GRIFFIN STREET o `� 102.-5-q.1 O HYANDANGH RE GORP. 400 GRIFFIN STREET ADJOINING PROPERTY OWNER VIO .1-I--�°1, \ Q4 1525 LOCUST STREET �--J // V, \, �'� ;� BOHEMIA, NEH YORK 11716 ZONE / \ �, / 102.-5-10 M I GHAEL 4 AL I GE B. MGGRATH 4qo SCHOOLHOUSE LANE \�J� / `\ \,\ / \,%?, y ADJOINING PROPERTY OWNER HD / \ TOWN •�Q \�. /� ,$\3 11 MGGRATH STAND LANE RECHARGE Q� /� / �, / P.O. BOX Cl BASIN Q S E ?,$ / \ \ \, �- SAG HARBOR, NEW YORK I M63 Q� ,/ \io ��/off 'y / 102.-5-11 MARY A. HANNABURY 570 SCHOOLHOUSE LANE T 1 P -I 2 5- �/ ?'$, \$;.� ,// 102.-5-12 JARETT � GAROLANN SENIOR 660 SCHOOLHOUSE LANE /o ��/ �_ / / \i .�\/ 102.-5-13 IRENE DEBOWSKI 750 SCHOOLHOUSE LANE F y J 102.-5-14 BRUGE STEHART 870 SCHOOLHOUSE LANE BARBARA A. HOGK-STEHART / / \, 102.-5-18 DRD LLG. 270 NORTH STREET \ / \,$ \, \ o? ��$ 102.-5-Iq KEKJ5 HEADQUARTERS, LLG. 284g5 ROUTE 25 \ '�'9 `' $. '�� 102.-5-20 PAU G L MARGARET C. JABLoNSKI 28565 ROUTE 25 .'/ \' �,16 \1 \ 102.-5-21 DAV I D LYDIA ABATELL I 28675 ROUTE 25 \, \ `\ 102.-5-22 MALOFO LLG. 28735 ROUTE 25 \, o ZONE �,.� \6 23 FIEF de FREEMAN, LLG. 28785 ROUTE 25 '\ \?,,�, ,,/ '�\ \ \$.,Q 102.-5-24 GOLGATE DESIGN GROUP 28g05 ROUTE 25 \ \ \ HB i \ /�. ��\ '�� 102.-6-14 ROMANS TILE � MARBLE. INC. 28230 ROUTE 25 NN,/ \�/o ,,/ \�/ \, pro 102.-6-15 GYNTHIA M. RIGHARDS 28320 ROUTE 25 o�\,CiQ��,,`Q9 /�' / \., ���,$ Q 102.-6-18.1 PENN NOFO PROP LLG. 28350 ROUTE 25 %�\ iC` 102.-6-20.2 HIGKHAM FARMLAND, LLG ROUTE 25 _ . /o \ , , �� \,$y / ,/ \%� ���`6 \ �' /o \?,6\/ 102.1-1-1 JOHN F. 4 FRANGE5 J. BOGUT 2 MILLSTONE LANE 102.1-1-2 MARTIN � JOAN CONS I D I NE 4 MILLSTONE LANE UNITED \"9' \ \ �\ 102.1-1-3 JOHN E. $ SUSAN E. BARNES 6 MILLSTONE LANE \ \`I POSTAL \, ,,� >` , \ 102.1-1-4 J. KOS I NSK I REV. TRUST 8 MILLSTONE LANE /o \ /o SERVICE �\ ^ 'y /off\ /. \.,�; 102.1-1-5 MARGARET A. MATTIS 10 MILLSTONE LANE 3 NI \ / .� \/ > : ' \ INN I, R40 NN • /`ice\•R / IN � \$. \ / \ 2 ZONE ��, ''3$ . /� \ \ ` , \ \`� STA ` REGHAR / /� ' BASIN \ \�, ' / \ ->< , � SAG�D \ `•� / \ ��� - _ ---HEART R.G. > \ CHURCH '\ Q PECONIG � COMMUNITY / \\ \ j SCHOOL \ N KEY MAP - RADIUS MAP 0 1001 200' Al00�-0,�= NOTE: AS PER CHAPTER 280, ATTACHMENT 6, PROPOSED SITE PLAN MEETS ALL REQUIREMENTS FOR OPEN scale: 1" SPACE, BUFFERS, AND SETBACKS FOR RESIDENTIAL SITE PLANS LESS THAN 15 ACRES. 7�MIAY 2026 1 TOWN gOgOAPp b PROPERTY OHNER/APPL I CANT: KOEHLER FAMILY LTD. PARTNERSH I P 108 ALLEN BLVD. FARMING DALE, NEH YORK 11755 S.C.T.M.#: 1000-102-5-q.2 ISSUED FOR REVISIONS THESE PLANS ARE AN INSTRUMENT of PROPOSED MULTIPLE UNIT HOUSING FOR: KEY / RADIUS MAP, LIST OF PROPERTIES � SERVICE AND ARE THE PROPERTY i DATE: 8-8-25 PROPERTY' OWNERS CONSULTANTS No. DATE REMARKS No. DATE REMARKS HI BEP" '"ems �' �°SF, c�f'�,, KOEHLER FAMILY LIMITED � SCALE: AS NOTED ARCHITECTURE � PLANNING 1 5-0-25 PROGRESS SET FOR REVI EH CONTRACTOR SHA-L VERIFY ALL AN r PARTNERSHIP DRAH I NG NO. FIELD CONDMON5 D DIMENSIONS ' 2 I 0-2-1-25 REVISED PROGRESS SET FOR REVIEH AND BE RE5PON51BLE FOR FIELD 208 ROUTE IOCI, SUITE 20&, FA,RMINGDALE, NEW YORK 11755 FIT AND QUALITY OF WORK a u LOCATED AT: DRAWN: B.J.A. TEL.: 631-3q3-6805 FAX: 631-3cf3-6808 3 5-12-2ro PLANNING DEPT. RESUBMISSION IN 140A"FB' `DE '� �a titi 645 NORTH STREET E-MAIL: GCCONSULTANTSPCc) FOR ANY ERRORS5 GMAIL.COM BEHALF OF CONTRACTOR F ,oMI551oN5, for ��� CUTCHOGUE, NEW YORK, 11935 NOR NE6LEGT ON HIS PART. ••<.. JOB NO: 2256 S P 1 1 1 I I I z Lu z I 1 I 540013'20"W , - --- -- -- -- -- -- -- -- � -- - I ---- -- -- -- — — ---- - --- -- - -- -492ST.4. 3 ' ' �U1�Q Q ---77 EXI LL IL coo UTILITY w w coj I POLE o c � I o 1SHADED AREA TLINES Lu ROP05ED OPEN USPACE: O REQ D. 20,0711 5F. 0 ' I PROVIDED - 4q,052 5F W w F- I o � '-O" I a Lu PROP. SOLID O COVER DRY WELL __ _- ' O O f o (TYR. OF 4) I� PROP. (SEE DW5. 5P-3.0) PROP. SANITARY SYSTEM I CONCRETE (SEE DWG. 5P-4.0) PROP. 6' H. EXIST. I i UTILITY PATIO (TYP) ki�L6 PRIVACY FENCE POLE I O 50'-0" II'-8" bq 8" 23'-4" 3 '-10" 34'-I " 23 4" bq 8" (TYP`) II'-8" 1 35'-0" i Fr•1 I PATIO PATIO PATIO - - PATIO PATIO PATIO Fy-1 s SLAB SLAB SLAB O SLAB SLAB SLAB " " " -- -- --� v --. -- --. v PROP. GA5 I ►-� _ v .-- -- .-- ---- ---.-- ---�---- --.- I " SERVICE LINE Q S—GAS—GAS—GAS—G S—GA —GAS GAS— R rEc+wr�icnL PROP. FI 1. FLR. r�cw is reuwwcAt PROP. FI 1. FLR. PROP. FIN. FLR. rcc+ is «erica PROP. FIN. FLR. r�c+�riicaL W i* w sa a I EL.: .5' EL.: 3 .5' SANITARY EL. 33.0' EL. 33.0' "ARAOE ARAOE ARAOE SYSTEM OARAO ARAOE OARAO = ' I I I CONTROL I I PROP. METER v O m PANEL N VAULT 4 SHUTOFF s m VALVE I W x 1 -011 _ O s I 1-01 SHADED AREA OUTLINES `r '� PROPOSED OPEN SPACE 18'-O" 33'-8" 15-O" 18'-O" I b'-10" Ib'-10" 18'-0" 18'- 33'-8" 18'-O" �, s �n _ _ I o a t126'--T 2 30'-0" m I I'-8" v bq'-8" 23'-4" = t34'-10" 32'-0" t34'-l0" 23'-4" = bq'-8" tt 11'-8" m 34Y I" BLDG. N o. 1 PROP. GRATED " BLDG. N o. 2 LOCATION OF - - COVER DRY WELL 5T BORING ,Z -- ---�-- -T�,�- -- -- -- -- -- -- -- -- -- -1 -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- - - -- -- 4 LOGATION ' 540�13 10 E (TYP. OF 4) f412.0 503.40 OF EXIST. FIRE ROUTE 25 30'-0" II'-8" bq'-8" 23'-4" loll-q" 23'-4" bq'-8" II'-8" 34'-II" HYDRANT MAIN ROAD IN EXIST. UTILITY �Pi , W z POLE '9� GUY WIRE W II " I'-O" PROPOSED CONCRETE CURB 1'-0" 11'-8" I'-d" U~l < ' EXIST. EDGE END OF PROPOSED - III-an I'-oil 23'-4" u!'-o" PROPOSED CONCRETE CURB I-o U 23-4 U, p OF PAVEMENT CONCRETE CURB 13'-8" 2y�" 25'-4" 13'-8" W O N 0 R T H S T R E E T N A PROPOSED DIMENSIONAL CONSTRUCTION PLAN U 20, 40- NOTE: AS PER CHAPTER 2.50, ATTACHMENT 6, PROPOSED SITE PLAN MEETS ALL REQUIREMENTS FOR OPEN Scale: V = 20'-0" SPACE, BUFFERS, AND SETBACKS FOR RE51DENTIAL 51TE PLANS LESS THAN 15 ACRES. NOTE: MULTIPLE UNIT HOUSING STRUCTURE SEPARATED INTO TWO, (3) UNIT MULTIPLE HOUSING STRUCTURES AS PER PLANNING BOARD RECOMMENDATIONS STANDARD CONCRETE CURB DETAIL TYPICAL CURB AND APRON DETAILS TYPICAL ASPHALT DRIVEWAY DETAIL N.T.S. NTs N.T.S. 1.5 MIN. COMPACTED ASPHALT TYPE 'B' - RESIDENTIAL _ A _ _ " PROPERTY LINE CONCRETE, TYPE IA-ITEM 360 OTE: ALL ITEMS TO CONFORM TO TOWN OF 5OUTHOLD STANDARD 5PEGIFIGATION5) 3" MIN. COMPACTED DENSE GRADED (ALL CONCRETE TO BE 3,000 p.s.l. ® 2& DAY TEST) _ PROVIDE Y�" EXPANSION 3,000 PSI GLASS A SIDEWALK BASE COURSE ASPHALT CONCRETE „ pQ CONCRETE SLAB Q (AS REQ'D.) II-O" STANDARD SETBACK -ITEM 226X-M-2 #5 REBAR JOINT ® 20-O O.G. MAX. 0. Q w/bxb-10/10 H.H.F. I -O � r,bNaj,y1;bh�hiX 4-0 i7y ?,,919 6:,iTCM11,?.x"1I/4" RADIUS "1-1/2u RADIUS < Y�" EXP. y ~ JT. SLOPE SIDEWALK , �� f ,T FINISHED GRADE ,� = I" R. + 2+ 00% AS REQ'D. I I-8 51 NOLE DRIVEWAY ENTRANCE Q TOPSOIL _____________________________ ( ) COMPACTED ASPHALT WEARING : 4 -- -- ----- a 4 SEED (TYP. 5UB5RADE o d ° a °SURFACE � = 23-4 DOUBLE DRIVEWAY ENTRANCE EA. SIDE) � a a Q_ 1 LNil X A_ DEPRESSED I WARP w/6O6 P/I O H.H.F.CONCRETE SLAB 3,000 PSI. GONGRE Y2" EXP. JT. CURB � 28 DAYS CURB @ SURFACE #5 REBAR a PLAN VIEW ENTRANCE @ 2" FROM 8" SIDEWALK TOP (TYP) CONCRETE CURB GLASS A NOTE: WARP 31000 P51 (TYP) SAW GUT EXISTING ASPHALT PAVEMENT 2'-0" PARALLEL TO PROPOSED BEYOND SURFACE CURB TO GIVE A CONTINUOUS STRAIGHT LINE AN EQUAL DISTANCE (AS REQ'D� FROM NEW CURB. SECTION AA TOP OF -CURB CLAss A GONG. P1AY 1 5 2026 PROPERTY OWNER/APPLIGANT: CURB FRONT ELEVATION 3000 PSI m 25 DAYS w/#5 REBAR ® 2" KOEHLER F M I LY LTD. Pf�RTNERSH I P SOUTNOLD TOWN FROM TOP PLANNING BOARD 108 ALLEN BLVD. FARMINCDALE, NEW YORK 11-735 S.G.T.M.#: I000-102-5-a.2 ISSUED FOR REVISIONS TI1E5E PLAN5 ARE AN INSTRUMENT OF ,,_ �,�;, r►nt•,;r PROPOSED MULTIPLE UNIT HOU5IN6 FOR: DATE: 8-8-25 PROPOSED DIMENSIONAL GONSTRUGTION OF C HIT ARE II I s ��{0s E. C'a�TF(� PLAN, TYP I GAL GONSTRUGT I ON DETAILS CONSULTANTS No. DATE REMARKS No. DATE REMARKS WILL13ER05EGM. �� �� A KOEHLER FAMILY LIMITED f •ARCHITECTURE t PLANNING 1 &-0-25 PROGRESS SET FOR REVIEW CONTRACTOR 5HALL VERIFY ALL SCALE: AS NOTED ; :r R:.� �� PARTNERSHIP DRAW I NC No. FIELD CONDITIONS AND DIMEN510N5 208 ROUTE IOa, SUITE 208, FARMINOPALE, NEW YORK 11155 2 IO-2�-25 REVISED PROGRESS SET FOR REVIEW FIT ANDp��IITY F HOOR FIELD RK. �, ' �R. `� t LOCATED AT= DRAWN: B.J.A. N0 KLLOKWr:5 SHALL BE MADE .� ° 02 645 NORTH STREET TEL.: 631-3q3-6805 FAX: 631-3a3-6808 3 5-12-26 PLANNING DEPT. RESUBMISSION IN BEHALF OF THE CONTRACTOR Q CUTCHOGUE, NEW YORK, 11935 E-MAIL: GGGONSULTP�NTSPG�C� .GOF NY FOR A ERRORS,OMISSIONS, JOB NO: 2256 NOR NEGLECT ON HI5 PART. SP 2oO f WO/F WO/F WO/F WYANDANGH RE CORP. I� WYANDANGH RE CORP. WYANDANGH RE GORP. ' DRAINAGE CALCULATIONS -_ 540�13'��0"W _ -- -- __ l.- - - - - - -- - -- - -- -- -- -� - -- -- -- -- -- - - -- -- -- -- -- 492.43� EL; 29,4' 10'(P D.W. CAPACITY 65.42 G.F. (VOL/I FT.HT) (INS. DIA. a.33') 3p 3'x 'x �o TOTAL LOT AREA: 100,331 SF _ E�-` 30. TOTAL DEVELOPED AREA: 51,27q 5F 2 O FRONT YARD DRAINAGE - TOTAL MULTI DWELLING NITS 1\L O% � 3 O �v x0/ TEMARE�®ITS A AREA 8 B (.FJ RUNOFF A�OR RAINFALL VOLUME FT �`I I I� BUILDING 852.44 1.0 0.17 144A + I PAVING 54-1.0 1.0 0.17 C12.gq s P J I Q LANDSCAPE 2,70&.56 0.17 0.17 78.27 UJ TOTAL 4108.0 31b.16 SHADED AREA OUTLINES v I PROPOSED OPEN SPACE: O (Y REQ,D• AREA®RETENTION: 57a.11 CU. FT. REQ'D. - 20,077 5F. CL 316.16 / 6&.42 = 4.6 = 5 L. FT. ' I PROVIDED - 4q,052 5F O WW PROVIDE: (1) 10' DIA. POOL,TOTAL EFF. POOL DEPTH = 5' L.F. 3 AREA® AREA RUNOFF 2" VOLUME - - - - -- - - --- - - --- --- - - --- - - BUI - - - - L h`fi7 5 1.0 RAINFALL 288.57 Z ITEM UNIT G S F) FACTOR DIN lZ 6 I v NTC: 30.95' 1 1 NBCi 30.45' PAVING Ip40.7 I.O 0.17 176.g1 AREA E AREA F , AREA. G 1 AREA H I LANDSCAPE 3,168.8 O.n 0.17 a1.57 � I TOTAL 5,a07.0 551.05 Q'12 AREA®RETENTION: 2CIO.gb CU. FT. p I w PROVIDE: 551.05 / 68.42 = &.2 = q L. FT. NTCi 31.00 (1) 10' DIA. POOL, TOTAL EFF. POOL DEPTH = CI' L.F. IC, 30.50' Z' ' T.O.T❑ COVER T.O.T COVER i r ) _____ r;� T.O.T COVER T,O. COVER �j AREA© AREA RUNOFF 2" VOLUME �\\ 'I _____ �\\ �r'svk I �Ei3f0" r O '� r p ! _- ,I r O u 1 ,1 O n a ITEM -UNITS D 8 E (5. F) FACTOR RAINFALL GU. FT. LOGATIION OF PROP. ^��.;' �. \ �._t\' I �y �� BUILDING I,bg7.3 1.0 0.17 288.54 z 1 5 5ANITA: , , o 0 � I % �\ I '�' % ' �\ . �1, RY SYSTEM � i � . � � �• � o• r, PAVING 1,0403 1.0 0.17 176.a1 (SEE PHO. 5P-4.0) i i `� ', �` w A � w LANDSCAPE 3,Ibg.21 0.17 0.17 g1.5a x TOTAL 5,g07.21 557.04 \` ATI❑ SLA i \ ATI❑ SLA e FD ATI❑ SLAB ATI❑ SLA ' ATI❑ SLAB i NTC, 31.05' s � ATI❑ SLA � . , � ,.' , � O REQ pD• AREA©RETENTION: 557.04 GU. FT. ' EL�32.50' EL132,50' ' ` EL�32,50' ELr32.00' ELr32.00' ,' EL132,00' ` e Q NBC; 30,55 1-i-�1 557.04 / 68.42 = 8.14 = q L. FT. ELr33,00' - -- �L� 3, _ _ ___ ___ r _ EL�33_00' _ _L___ ___ _ EL�32,50 _ ___ ___ _ ELr32.50 __ _ EL132.50' PROVIDE: PROP. GAS (1) 10 DIA. POOL,TOTAL EFF. POOL DEPTH = q L.F. SERVICE LINE I z I I I i I GAS-GAS-GAS-GAS-Gi S-GA -GAS GAS- R AREA® AREA RUNOFF 2" VOLUME Z I I I I I 1 1 I i 1 I 1 i I " " " " " �" ITEM -UNIT F (5. F) FACTOR RAINFALL CU. FT. 1 I I SANITARY 1 1 t 1 I I PROP. METEi BUILDING 852.44 1.0 0.17 144.g1 I . I SYSTEM 1 UNIT I VAULT I 0 UNIT G I UNIT B UNIT � � UNIT D I UNIT � GARAGE -- - - ----- - - - - -- I GARAGL FIN. _.-CONTROL_-_ ___ r I SHUTOFF VALVE v PAVING 520.42 1.0 0.17 55.47 IN-FLR. FIN, FLR, FIN, FLR, `- -- -I FL - 433,15' FIN. FLR, PANE FIN, FLR. I - - - - -I FIN. FLR. FIN, FLR• I EL133,15' EL133,50' I ED33.50' i4, EL,33,50' EU33.00' FLR, E�r32,65' EL133,00' ED33.00' I IN. FLR, NTC1 31.25' ` LANDSCAPE 2,gg7.8g 0.17 0.1-7 86.63 1 EL: 2.65 NBC; 30.75' i I I I � I , I I � TOTAL 4,370.75 320.01 I I I i II-'- i I REQ'D• AREA�RETENTION: 520.01 GU. FT. rr -rirr --n ~ !- rr- �� rr --i�, rI u , I , ,1 v320.01 / 68.42 = 4.67 = 5 L. FT. EL133,00' i EL:33.00' i EL132,50' , EL132,50' PROVIDE: EL133.42' - L133,42 - EL133.42' i ,EL.�32.92' l ) - EL�32.92' ELr32,92' - JELr33.00' ELr33,0�'0' j ELr32.50' EL�32,50 EL132,50'� EL�32.85 EL�32.85 (I) 10' DIA. POOL, TOTAL EFF. POOL DEPTH = 5' L.F. 1=•L:33,35 L:33.35 � , ELr33.35 EL,�32.85 � � �: �\ ; �\ ; I �' O REAR YARD DRAINAGE - TOTAL MULTI DWELLING UNITS t SHADED AREA OUTLINES ': `� / - ' \ i :' 10 IL O I I , , , , ci NTC; 31.4 5' AREA® AREA RUNOFF 2" VOLUME I PROPOSED OPEN SPACE NBCi 30,95' ITEM -UNITS A 4 B (5. F) FACTOR RAINFALL CU. FT. .❑.jFRAT 1 .T,❑\,GRATE , T•❑�LGg+4TE.'' 1 ❑, G9AT CD (L # I Ekr®SO' *'1®54'-' '-E,rr©.DO' jC�32.D0' ='off' BUILDING 536.33 1.0 0.17 142.17 1 BLDG. Na 1 BLDG. N0 .1 2 °,; �, PAVING 163.6 I.O 0.17 27.51 �cv � 1� � I I I LOCATION OF i s TEST BORING 5,32g.0 154.01 `vL - - -- - -- -- -- - -- 1 6,32g -- -- - --. -- -- -- - -- -- -- -- � _� AREA A -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- - - -- -- -- -- -- -- z LANDSCAPE , 017 017 TOTAL 323.aa "ter EL 33,00' EL 33,00' EL132,50 EL132,50' x REQ'D. AREA®RETENTION: 572.a2 GU. FT. S40 13 10 E � 503.40 F�, 11�, 00 0 � ins Mtn Lnu7 Mtn in CD in CD t � M00 M � 323Aq / 68.42 = 4.1 = 5 L. FT. n CD '� 10 `-' � (U r- M 00 m 00 (U (lJ (U (U (U (LJ (U .4 (U 00 8 s PROVIDE: (v c i c15 (v ri (v C i cv r5 (u m ni m co m m m m (� m m m NTC: 31.70 NBCi 31,20 (1) 10' DIA. POOL, TOTAL EFF. POOL DEPTH = 5' L.F. G G u u c:i c:i c c i u u c5 c� AREA(D AREA RUNOFF 2" VOLUME f- ~ z z z z z z z z z z F`� ITEM -UNIT G (5. F) FACTOR RAINFALL CU. FT. zz zz zz zz zz zz ELr32.00' PROPO CONCRETE CURB ED31.85' ti ' s PROPOSED GONGR GIURB 2, in in �1 ► BUILDING 1,665.08 I.O 0.17 2&3.06 q, END OF PROPOSED co 4' 00 �1, I PAVING 326 1.0 0.17 55.42 CONCRETE CURB r>)2 4' '-' '-' �,� ,x �� x v (i x LANDSCAPE b,g67.c12 0.17 0.17 201.37 �2x NORTH STREET �2�� �2ti° Z z ��` 1719 TOTAL 8,a5q 53a85 41 32' S- REOV, AREA©RETENTION: 2g0.25 CU. FT. 53q.&5 / 65.42 = 7.q = 5 L. FT. �v �v PROVIDE: (1)OO10' DIA. POOL, TOTAL EFF. POOL DEPTH = &' L.F. N A PROPOSED GRADING & DRAINAGE PLAN - 0 20' 40' A EA-UN1Ts D E AREA RUNOFF RAINFALL VOLUME Scale. 1 - 20 0 NOTE: MULTIPLE UNIT HOUSING 5TRUGTURE SEPARATOD> INTO TWO, (3) UNIT MULTIPLE HOUSING 5TRUGTURES A5 BUILDING 1,665.Ob 1.0 0.17 253.06 PER PLANNING BOARD RECOMMENDATIONS PAVING 323.0-1 1.0 0.17 54A2 LANDSCAPE b,g65A2 0.17 0.1-1 201.31 TYPICAL DRY WELL TOTAL &,g54.0, 53q.2q GRADING & DRAINAGE NOTES :: REQ,D• AREA�1�53aT2gN/ 68.422� 88 T'8 L. FT. ALLOW 4 FOR FINAL PROVIDE: 10" REINFORCED TRAFFIC BEARING SLAB ADJUSTING OF CASTING I. GONTRAGTOR 15 TO FAMILIARIZE HIMSELF AND ACKNOWLEDGE TO CARRY H-20 LOAD WITH AN OFFSET CAST IRON COVER (1) lo' DIA. POOL,TOTAL EFF. POOL DEPTH = 8' L.F. HI5 FAMILIARITY WITH ALL THE GENERAL NOTES, AS WELL A5 OPENING. GRADE AREA AREA RUNOFF 2" VOLUME ANY AND ALL DRAWING SHEET 5PEGIFIG NOTES IBELOW. (SOLID or GRATE ITEM -UNIT F (5. F) FACTOR RAINFALL CU. FT. ROOF DRAIN 2. GONTRAGTOR SHALL FURNISH AND INSTALL ALL UNIDERGROUND (PROVIDE: 6"d>, 4" PVG BUILDING &36.33 1.0 0.17 142.17 GONDUIT5 AND/OR PIPING FOR ALL NEW UTILITY 'SERVIGE5 PIPE, 5OR #55) 24„ PAVING 163 1.0 0.17 27.71 (GAS, WATER, ELECTRIC, TELEPHONE/GATV) IN ACCORDANCE LAN05GAPE 5,745.67 0.11 0.11 166.04 WITH UTILITY COMPANY STANDARDS AND GUIDELINES. OPENING TOTAL 6,745 335.a2 3. CONTRACTOR SHALL ADJUST ALL REMAINING 5TRUIGTURES TO j• . i!1 , MEET PROPOSED GRADE FLUSH. WARPING OF PAVEMENT lU d REQ D• AREA©RETENTION: 335A2 CU. FT. 10'� POOL X EFF. DEPTH ° � 335.g2 / 68.42 = 4.q0 = 5 L. FT. SURFACE TO MEET EXISTING STRUCTURES SHALL NOT BE 3 (SEE LOT DRAINAGE ® � Q PROVIDE: PERMITTED. IF STRUCTURES CANNOT BE ADJUSTED TO MEET GALCULATION5) D D > (1) 10' DIA. POOL, TOTAL EFF. POOL DEPTH = 5' L.F. GRADE FLUSH, GONTRAGTOR SHALL CONTACT THE ENGINEER ° v OF RECORD IMMEDIATELY IN WRITING. • ®°D D ® ® ® TOTAL STORM WATER POOLS REQUIRED: BAGKFILL WITH GLEAN D D D (4) 10' PIA. POOL, TOTAL EFF. POOL DEPTH = 5' L.F. GRANULAR MATERIAL ALL ® D ® � � � � E (2) IO' DIA. POOL, TOTAL EFF. POOL DEPTH = & L.F. AROUND BASIN FOR FULL D ° D (2) 10' DIA. POOL,TOTAL EFF. POOL DEPTH = g' L.F. DEPTH. NOTE z ALL NEW STORM WATER DRAINAGE WELLS TO BE 10'-0" cy INSPECTED 4 GLEANED AT THE COMPLETION OF ALL WORK. NOTE GROUND WATER CONTRACTOR TO MAINTAIN ALL SEPARATION DISTANCES CONTRACTOR MUST LOCATE 4 IDENTIFY ALL UNDERGROUND PIPES, WIRES $ UTILITIES BETWEEN STORM WATER DRAINAGE WELLS, SANITARY NOTE: SYSTEMS AND ALL UTILITIES AS REQUIRED. BEFORE COMMENCING WORK. :INTERCONNECT NEW POOLS AS 5HOWN ON PLAN G� QC 7--OW191 :LAYOUT OF POOLS ARE ARBITRARY :RETAIN STORM FLOW OF 2" PER SQ. FT. MAY 15 2026 PROPERTY OWNER/APPLIGANT: KOEHLER FAMILY LTD. PARTNERSHIP NOTE: ALL PROPOSED DRYWELL5 NOTED FOR RESIDENTIAL LOTS TO BE INSTALLED AFTER MAJOR SOUTHOLD TOWN 108 ALLEN BLVD. BUILDING CONSTRUCTION 15 COMPLETE. PLANNING BOARD FARMINODALE, NEW YORK 11-755 S.G.T.M.#: 1000-102-5-Q.2 1 SSUED FOR REVISIONS THE5E PLANS p�AN INS of �,�.� � F l PROP05ED MULTIPLE UNIT HOU5ING FOR: DATE: &-8-25 PROPOSED C RAD I NO $ DRAINAGE PLAN, SERVICE AND ARE PE PROPERTY CJ �o, C' �' OF TIC ARCHITECT,INFRIN6,ENT5 G � �� GALIGULATDIONS, NOTESDETAILS, DRAINAGE � C 0 N S U LTA N T S No. DATE REMARKS No. DATE REMARKS WIC �PROS>=wTED. KOEHLER F LIMITED SGALE: AS NOTED CONTRACTOR%A,11 VMFY ALL ' PARTNERSHIP ARCHITECTURE PLANNING 1 8-I8-25 PROGRESS SET FOR REVIEW FIELD GONDITION5 AND DIMEN51ON5 r , DRAWING NO. 2 10-27-25 REVISED PROGRESS SET FOR REVIEW AND BE RE5PON51BLE FOR FIELD 205 ROUTE IOq, SUITE 20&, FARMMOPALE, NEW PORK 11755 FIT AND QUALITY OF WORK LOCATED AT. DRAWN: B.J.A. TEL.: 651-3q3-6&05 FAX: 631-5q3-68O8 PLANNING DEPT. RESUBMISSION N0�O" EH CAOW A94ALL BE MADE gyp, NC 645 NORTH STREET 3 5-12-26 IN BEHALF of THE CONTRACTOR E-MAIL: GGGONSULTANTSPG©C1"'fAIL.GOM FOR ANY ERRORS,OMISSIONS, CUTCHOGUE, NEW YORK, 11935 JOB NO: 2256 NOR NEGLECT ON H15 PART. wo/F ' WYANDANGH RE CORP. WYANDANCH RE CORP. WYANDANGH RE CORP. S40'°13'20"W _-�-- _ -- -- -- -- -- -- -- 492.43' w -- - - - -- -- — -- - - - - - - - -- --- - EXI5T X � e X SANITARY SYSTEM GALGUL TIONS LL -coo POLE 2� W GROUNDWATER MANAGEMENT ZONE IV m 41 I O l�; SITE ACREAGE - 100,331 S.F. (2.30 AG.) 60 CQ1 I� x POPULATION DENSITY EQUIVALENT: �z 600 gals per day/acre S I 600 gpd x 2.30ac. = 1,380 gpd TOTAL J I p MULTIPLE UNIT HOUSING - r I SHADED AREA OUTLINES N ��pp (6) HOUSING UNITS V PROP05ED OPEN SPACE: O (K - I,IQq S.F. HABITABLE FLOOR AREA 7 REO V. - 20,0-M 5F. v 544.5 5.F UNF I N 1 SHED GARAGE AREA i PROVIDED - 4a,052 5F ALLOWABLE FLOW - -_ EWAGE FLOW RATES TABLE OJECT DEN51TY AI -ING DESIGN - -- -- - - - - - - _- - __- --- - -_- - - - -- - - - --- -- - - - I Q HOUSING UNIT BETWEEN 601 S.F. 51,200 S.F. G.F.A. - - -- - - - - - - - - - --- - -- -- --- - - --- -- --- - - -- - - -- -- 1u 0 HYDRAULIC LOAD = 225 d/ .f. ' (6) HOUSING UNITS @ 225 gpd/5.f. = 1,550 gpd TOTAL FUTURE N ION � � a 1,350 gpd < 1,380 gpd (oI-J PR MOE-: NORk�E-GO 51NOJLAIR HYDRO-KINETIG 1` POOOL I (Y WASTEWATER TREAATMENT 5YSTEM, MODEL 1500 GPD. . { 01 TRIBUTION 10' DIA. LEAGHIN6 RATED CAPAGITY - 1,500 gpd �- w TOTAL SYSTEM CAPACITY 5,150 GALLONS POOLS (TYP. OF 2) MINIAH REG ARED LEACHING AREA FOR LEACHING POOLS: ' O 300 S.F., DESIGNED TO RECEIVE ONE FULL DAYS HYDRMLIG FLOW z I FRESH AIR VENT I p� W ' GAP w/POST AT 18" N(ORWEGO I/A EXIST. TOTAL DAILY HYDRAULIG FLOW = 1,350 gpd _ I ftO OIWT5 5YSTEM UTILITY 1,350 gpd / 1.5 gal/5.Woly = c{OO s.f. 51DE WALL REOV. ABOVE GRADE POLE I x� a0O s�f. /51.4 s.fAt. = 28b6 LF. = 2a LF. MINIMUM, O i 10-0 DIA. POOLS PATIO PATIO PATIO ----0 PATIO PATIO PATIO SLAB GO. (�0. SLAB SLAB Go. � O ��g�. Go. SLAB SLAB GO. Go. SLAB I PRO Il : (2) 10'-0" DIA x 15'-0" EFF. DEPTH LEACHING I - --1---- ----------- -- - L--- - - -- $ ----- ----- --- -- - v ' a 2P�" = 30 LF. = 30 LF. Ill � I v I z ��+ ICIa PROP. FI 1. FLR. rr�+Nlc rr-c+ I�wjRFR. SYSTEM PROP. FIN. FLR. SIG �-U �I PROP. FIN. FLR. rr�"1icHl GAS—`y'S—GAS—G"S—GRS-GA -GAS GAS- * 4 ,� ,� „ EXPANSION CAPACITY: (I) 10' DIA x 15'-0" DEEP LFGHING Z EL.: 5' �SANITOARY EL. 55.0' EL. 55.0' SERVIGHATER f ►x POOLS I I ARAGE ARA6E ARAC�ESYSTEM 6ARAG GARAGE C�ARAG \ LINE IN I O I CONTROL + I + \PROP. METER -- \ r --- --- �`1 VAULT $ SHUTOFF � �u PANEL J , I --- --- Z JE \ LOCATION O NEW V � 1 P_ 9 P_ 9 P_ _ 9 P_ Y P_ 9 P_ 9 \ UNDER6ROU p '^ II \ ELECTRIC, LI (J1 o s `iHADED AREA OUTLINES p SANITARY SYSTEM NOTES PROPOSED OPENI SPACE BLDG. l . r 1 - BLDG. N O. \\ I SANITARY SYSTEM TO BE AS MANUFACTURED - - p=-I c - ' -1 I- NORWEGO SINGULAIR HYDRO-KINETIG C I LOCATION OF \\ WASTEWATER TREATMENT SYSTEM MODEL TEST BORING :z #1500 OR APPROVED EQUAL. - -- -- -- - -- -- -- -- APPROX. ---�-- -�--sr- -- -- -- -- -- -- -- -- -- - -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- 4- 12.O' S40013 10 E 503.40 \ F I o 2- THERE WILL BE NO INDUSTRIAL WASTE INTO ROUTE 25 \ HYDRANT EXIST. FIRE THIS SYSTEM. \ HYDRANT MAIN ROAD EXIST. LE. UTILITY \\ tu-I z 3- THERE WILL BE NO CONTAMINATED WASTES p TI RETURNED TO THE SOIL. ga GUY WIRE Lu EXIST. EDGE END OF PROPOSED PROPOSED CONCRETE CURB PROPOSED CONCRETE CURB N Q 4- MAINTAIN CLEARANCES A5 SHOWN ON PLAN. OF PAVEMENT CONCRETE CURB O I 5- GROUND WATER WILL BE IN EXGE55 OF 17 T� FT. BELOW THE SURFACE. otix N O R T H S T R E E x 2��'x ti� xF�` 6- MAINTAIN 10'-0" MIN. CLEARANCE BETWEEN �2• 41' 4111. 3 4 195- WATER LINE AND ANY UNIT OF THE SANITARY SYSTEM OR DRAINAGE STRUCTURE. N PROPOSED SANITARY SYSTEM PLAN 7- LAYOUT OF UNITS TO BE AS SHOWN OR A Scale: 1" = 20'-0" SIMILAR IN PLAN DEPENDING ON FIELD NOTE: MULTIPLE UNIT HOUSING STRUCTURE SEPARATED INTO TWO, (3) UNIT MULTIPLE HOUS,IN6 STRUCTURES A5 CONDITIONS. PER PLANNING BOARD RECOMMENDATIONS 8- THE CONSTRUCTION OF THE PROPOSED SANITARY SYSTEM 15 TO BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER AS IN 20" DIA CAST IRON FRAME: 4 BEING INSTALLED IN CONFORMANCE WITH GOVER AT GRADE. GOVER5 TO THE APPROVED PLANS. REMOVABLE AERATION CLARIFICATION BE HEAVY DUTY LOOKING WATER INSPECTION CHAMBER CHAMBER COVER 4 INSECT TIGHT (TYP) FIN. GRADE COVERS COVERS FIN. GRADE EL ±51.0' FLOW FROM GLEAN OUT :,R., ;,d PRECAST n7b 2'-0" MA X GHIMNEY DEPTH. 2" MIN GONG. DOM� PIPE BACK6" DIA PVC,SDR 35 PIPE INV. +2G.-10' ITCH I/8" PER FT. (MIN.) °°°�o BOXTRIBUTI °PITCH I/4" INV. +2q.7o �� ° OoPRECAST CHIMNEY INV. +28.0 INV. +27.86 ° ° (2'-6" MAX. TO PER FT. O°O O o°g O �O °°g GRADE) °° ° °° °PRECAST GONG. p�J °0 „ OC�O� 0 ��00 EL 27.25' .. DISTRIBUTION BOX 4" DIA PVC 5DR 35 0 oO ° p INV. 2135' O ° 0 ° ° ° q, Oo o ° ° TRAN51TE PIPE .000 co ° o - 0 CO � �o INV. 27.15 NOTE: RUN TWO 4" PIPES OUT ��°�O 10'-O"� o °Q °O°° O ° o IG OF DISTRIBUTION BOX, ONE o O O LEACHING O°r��J o 0O ° O° O ° f1� O ° PRETREATMENT ANOXIC AERATION ° ° O ° °� CHAMBER CHAMBER CHAMBERS TO EACH LEACHING POOL. ° °og�° POOL 0.0000 ° °°g�° 0.0000 _ CLARIFICATION 0 0 °°°o g o O O 10-O Q� °°°o so i FL GHAMBER5 O°°O�°0 °o°O°°°O°o O°�o°o LEACHING °o°moo°o (V Q 0 0 00 0° 0 0 POOL o° NOR.WEGO HYDRO-KINETIG MODEL #1500 0 0�0 �000 00�00 O DO WASTEWATER TREATMENT SYSTEM ° ° ° °o ° o 0 0° °00 °o ° o 3'-O" MIN. GLEAN ° ° ° ° °°° ° EL 15.25' SAND AND GRAVEL oo O cOoo Oo � o Do ° O o��C7� Oo o COLLAR (TYP.) o0 00 00 00 00 O o0 Oo 00 0 0o BOT OF POOL RY SYSTEM ° O 0 ° ° O�� O OOo ° O O�� ° O� ° O�0 ° O�ooO °00�000 TYPICAL SECTION THRU SANITARY °0 °0 ° °°o° °00 °`°o °°o°°o °`°O� 00 °°o �0°00°°0°°0°°o°°o °-00°°0 P0°°0 °`°6° 3'-0" MIN TO �I((�� M °°° O °° cO °°° O °p° °0 °°O O°°° (,�° O °°° O °° O °°O O °°° °0 °°° O°°° �O O IJ F V �-�D °O .0 °O °O O ° O � °O� m0 ° ° °O °O °O O ° O � °a (9O ° GROUND WATER NOTE: REFER TO DWG. SP-4.1 FOR NORWEGO HYDRO-KINETIC DETAILS HAY 15 2026 PROPERTY OWNER/APPLIGANT: SOUTHOLD1ov"N P KOEHLER FAMILY LTD. PARTNERSHIP PLANNING BOARD E 108 ALLEN BLVD. FARMINGDALE, NEW YORK 11-735 S.G.T.M.#: 1000-102-5-q.2 ISSUED FOR REVISIONS THESE Ply ARE�,INSTRUMENT �*' K PROPOSED MULTIPLE uNIT HOUSING FOR: PROPOSED SANITARY SYSTEM PLAN, �y� DATE: 8-0-25 ffiMr,OF E ARRC ITEAID EGGT; Try C'S� SOS E c� re�, SANITARY GALGULATIONS, SEGTION CONSULTANTS No. DATE REMARKS No. DATE REMARKS WILL BE PROSE. w U �1P K 0 E H LE R FAMILY LIMITED DETAILS, NOTES ARCHITECTURE * PLANNING I &-18-25 PROGRESS SET FOR REVIEW CONTRACTOR%KLVERIFYALL PARTNERSHIP SCALE: AS NOTED FIELD corrolrl %AND DIMEN51ON5 DRAW I NC NO. AND BE RESPONSIBLE FOR FIELD 208 ROUTE IOa, SUITE 205, FARMINGDALE, NEW YORK 11-135 2 I0-2-1-25 WISED PROGRESS SET FOR REVIEW FIT AND QUALITY OF WORK LOCATED AT: DRAWN: B.J.A. TEL.: 631-3q3-68O5 FAX: 631-3q3-68O8 PLANNING DEPT. RESUBMISSION N0&-O�EL'SHALL�MADE ' 9 N" �z '°l 645 NORTH STREET 3 5-12-26 IN BEHALF of THE coNTRAcTOR � CUTCHOGUE, NEW YORK, 11935 E-MAIL: GGGONSULTANTSPGCP GMA I L.GOM FOR ANY ERRORS,OMI%10%, �..... JOB NO: 2256 - 4oO NOR NE6LEGT ON HI5 PART. SP 1 120 VOLT - 10 - 60 Hz - 20 AMP SERVICE NOTE: REMOTE VENT MUST HAVE A MINIMUM DIAMETER OF NOTE: SYSTEMS INSTALLED IN TRAFFIC AREAS MUST UTILIZE HEAVY-DUTY 2 INCHES AND MUST TERMINATE A MINIMUM OF 18 INCHES REMOTE VENT WITH CARBON LOCKING CAST IRON COVERS AND CASTINGS FOR ALL SYSTEM ACCESS ABOVE GRADE, 1 FOOT FROM PROPERTY LINES, AND 3 FEET FILTER DEVICE OPENINGS AND PRETREATMENT TANK COVER SLAB, AS PREVIOUSLY NOTE: RECIRCULATION PUMP,AIR PUMP AND CONTROL PANEL MUST BE PROPERLY GROUNDED. FROM ANY WINDOWS OR DOORWAY. ELECTRICAL APPROVED BY SCDHS FOR HS-20 LOADING. CONDUITS W Y 4" DIAMETER EFFLUENT LINE GENERAL NOTES: \ (DUAL OUTLETS MAY BE FALL THROUGH THE HYDRO-KINETIC® 1— COMBINED INSIDE CLARIFIER) F PLANT FROM INLET INVERT TO OUTLET INVERT IS FOUR INCHES. INLET INVERT ® ® \ --- -- r, , _�` IS TWELVE INCHES BELOW TANK TOP. -I - - ;, _Y (2) ON DEEPER INSTALLATIONS, RISERS A MUST BE USED TO EXTEND CASTINGS TO I GRADE. 1 IA TANK REINFORCED PER ACI STD. 318. II ALL ACCESS COVERS WEIGH IN EXCESS ® ® ® 4" DIAMETER OF SEVENTY-FIVE POUNDS EACH TO mo� \ `�f-t� PREVENT UNAUTHORIZED ACCESS. ON ON ON INLET LINE I I / �_ i CONTACT THE LOCAL, LICENSED R,5 R. 20 / HYDRO-KINETIC® DISTRIBUTOR FOR R. f . OFF OFF OFF i A ELECTRICAL REQUIREMENTS. CONTROL AIR RECIRC © COLLECT EFFLUENT SAMPLES FROM BREAKER PUMP PUMP BREAKER BREAKER F GASKETED DISCHARGE FLOW EQUALIZATION DEVICE INSTALLED PLAN VIEW FLANGE ASSEMBLY IN CLARIFIER. AP OUTLET COUPLING TO® PRETREATMENT AND ANOXIC CHAMBERS PR® ® AIR NOTE: SYSTEMS INSTALLED IN TRAFFIC AND NON-TRAFFIC AREAS MUST UTILIZE 2,000 GALLON TRAFFIC-RATED PRETREATMENT/ANOXIC 4" DIAMETER EFFLUENT LINE PRESSURE TANK WITH 8" THICK TOP AND 6" THICK BOTTOM AS PREVIOUSLY APPROVED BY SCDHS. SYSTEMS INSTALLED IN TRAFFIC AREAS MUST MAY BE INCLUDED AS INTEGRAL WATCH UTILIZE TRAFFIC-RATED THREE CHANOBER TREATMENT TANK WITH 6" THICK TOP AND 5-1/2" THICK BOTTOM AS APPROVED UNDER SCDHS COMPONENTS OF THE TREATMENT TANK. NS-015. ADDITIONAL THICKNESS TO TANK TOP AND BOTTOM ADDED TO OUTSIDE OF TANK SHOWN. FLOW EQUALIZATION DEVICE DETAIL AP AIR PRESSURE SWITCH#2 CRITICAL DIMENSIONS AERATION CHAMBER RISER CASTING WITH LID ❑A 1'- 0" N❑ 0'-2 1/2" ® o000 00000o MODEL A100 OR MODEL A150 AIR PUMP (2 REQUIRED) © 21-91' ❑O V�411 11T1 ^�� ^ � �x, (MAY BE REMOTELY LOCATED) [C] 2 8 © 6 8 11 CONTROL RECIRC AIR PUMP ALARMS COMM BREAKERS RELAY AUX AC/DC AUX D 3%7" ® 8'-O" . POWER r FLOATS ANOXIC CHAMBER RISER FLOW EQUALIZATION DEVICE �� �- �� INCOMING RECIRC.PUMP AIR PUMP ON/OFF ALARM OVERRIDE CASTING WITH LID (SEE DETAIL) ❑E 2 - 3 ® 5 6 L1 N G P1 N G Al N G 1 2 3 4 5 6 CLARIFICATION CHAMBER RISER F 91-3" S 01- 8" 000900 PRETREATMENT CHAMBER CASTING WITH LID SOLVENT WELD CONNECTION [:G1 1'- 5" ❑T 0'- Big RISER CASTING WITH LID LI 7 H 1'- 6" U 1'- 1" APPROVED SEALANT HIGH WATER ❑I 1'- 1" MV 0'- 5" OR SEALING DEVIC ALARM FLOAT GROUT OR SYNTHETIC SEAL [j] 0'-3" ® 5'-0" K❑ 01-3" X❑ 7'-4" ® ® T H J ❑M 0'-3" ❑Z 5'- 2" p6 . u „4 G y" 4 . ° "i."r ; ,l r eLy cL 1 ` , „pt•r V U t _ I � I ® O _ 'p!r norweco HYDRO-KINETIC® " — — MODEL 1500 WASTEWATER TREATMENT SYSTEM N WITHOUT BIO-FILM REACTOR t `cL S J - L N = M = M = M = PRETREATMENT CHAMBER K CLARIFICATION R 120 VAC RECIRCULATION AIR AIR HIGH WATER ALARM TRANSFER TEE CHAMBER OUTLET END VIEW POWER PUMP PUMP#1 PUMP#2 CONTROL SUPPLY FLOAT ANOXIC CHAMBER DIFFUSER BAR RECIRCULATION PUMP GENERAL NOTES: MIXING BAR (1) A DEDICATED 20 AMP CIRCUIT BREAKER AT MAIN SERVICE PANEL SHOULD NOT BE ENERGIZED AERATION CHAMBER CAST-IN AERATION NOTE: SYSTEMS CERTIFIED BY NSF TO NSF/ANSI SUBMERGED TRANSFER PORT UNTIL THE AIR PUMPS ARE INSTALLED AND READY TO BE PLACED INTO OPERATION. CHAMBER TRANSFER PORT STANDARD 40 MUST INCLUDE MODEL A100 AIR PUMP. ® INSURE THE AIR PUMPS ARE OPERATING WHEN THE FACILITY IS OCCUPIED. SECTION A-A 03 THE LOCAL, LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AIR PUMPS INTO SERVICE. NOTE: TOTAL SYSTEM CAPACITY: 3,750 GALLONS NOTE: A TWO CHAMBER 2,000 GALLON TANK IS UTILIZED FOR THE PRETREATMENT AND ANOXIC CHAMBER. RATED CAPACITY: 1,500 GALLONS PER DAY THE PRETREATMEINT AND ANOXIC CHAMBERS EACH HAVE A VOLUME OF 1,000 GALLONS. VENT VENT TRAP PIT WITH 3/8" TRAP PIT WITH 3/8" CLEAN CHECKERED PLATE & CLEAN OUT CHECKERED PLATE &OF 6) FIRST FLOOR OUT #A ANGLE FRAME (TYP. OF 6) FIRST FLOOR UNIT #FANGLE —_ FINISHED GRADE CLEAN CLEAN FINISHED GRADE CLEAN OUT CLEAN OUT ELI.: +32.50' OUTM #B OUT #C EL.: +32.0' UNIT #E UNIT #D Nz w w BUILDING > BUILDING } FOOTING FOOTING INV. +31.20' INV. +30.95' INV. +29.28' INV. +31.14' INV. +30.82' INV. +29.12' MAY 15 2026 SOUTHOLD 101VN PLANNING BOARD, 6" D. CAST IRON PIPE TO JUNCTION MANHOLE/ 6" D. CAST IRON PIPE TO JUNCTION MANHOLE/ (2'-0" MIN. THRU SYSTEM CLEAN OUT (2'-0" MIN. THRU SYSTEM CLEAN OUT FOUNDATION) TYP. OF 6 (INV. +28.72') FOUNDATION) TYP. OF 6 (INV. +28.72') TYPICAL CLEANOUT DETAIL TYPICAL CLEANOUT DETAIL PROPERTY OWNER/APPLICANT: KOEHLER FAMILY LTD. PARTNERSH I P UNITS A, B, & C UNITS D, E, & F 105 ALLEN BLVD. FARM I NC DALE, NEW YORK 11755 5.G.T.M.#: 1000-102-5-Q.2 ISSUED FOR REVISIONS THESE RAN5 ARE AN INSTRUMENT OF PROPOSED MULTIPLE UNIT HOUSING FOR: NORWEGO SANITARY SYSTEM DETAILS, SER1/1GE Arm ARE THE PROPERTY , " ' '° DATE: 8-8-25 of THE ARGHITEGr,1NFRIN6ENIENTS �,����� p'��+i D I AORANiS, ELEGTRI GAL DETAILS, NOTES CONSULTANTS No. DATE REMARKS No. DATE REMARKS HILL BEPR05EGUTED. v�°��°g �' c� KOEHLER FAMILY LIMITED 5GALE: AS NOTED a R c t1 1 T E c T U R P L A N N I N G I 8-18-25 PROGRESS SET FOR REVIEW GON" TORF'A-I- DRAWING NO. FIELD GONDITION5 AND DI4ff6I0N5 PARTNERSHIP 2 10-27-25 FZE1/15ED PROGRE55 SET FOR RE\/IEW AND BE RE5PON51BLE FOR FIELD %. 205 ROUTE IOci, SUITE 20&, FARMINGDALE, NEW YORK 11735 FIT AND QUALITY of HORK. � , LOCATED AT: DR,4WN: B.J.A. TEL.: 631-3ci3-6805 FAX: 631-3CI3-6808 PLANNING DEPT. RESUBMISSION rb ALLoF OF THE SHALL BE MADE ',> '�a 1`L 'k 645 NORTH STREET 3 5-12-26 IN BEHALF OF T}�CONTRACTOR �,�,�. �'� 'y CUTCHOGUE, NEW YORK, 11935 E—MAIL: GGGONSULTANTSPGC�GMAIL.GOM FOR ANY ERRORS,OMI5SION5, O� Nam► JOB NO: 2256 NOR NE6LEGT ON HIS PART. 1 1 •lllI' l J- L mil• •1 .I. I• 1 I I 1 .I I. J- L J• 11 1 1 1 1 I 'I 'l 'I 1 I I I I I , JL JI1 t d- •1l J •L L 1 .I I 1 I 1 1l 1I 1 1 1 I 1 l t '1 1 �l 1 1 J J J 1 •l �L 1 J I 1 I I 1 1 1 1- J I I 1 L '1 I •1 I I I 1 1 I I l I �l 1 I �I 1 I I J I 1 1 I 1 I I I I I I' 1 I l 1 d J� 1 1 1 L 1 l t I I I I 1 I 1 l 1 1 I 1 l I 1 1 I 1 I I 1 I 1 1 "I I' •I' 1 1 I I I 1 I , J I I I I 1 I I 1 1 I I I I I I I 1 I I I• I I 1 1 1 1 d 1 L I I L1 1 1 1 I J J I 1 .I I 1 1 I' 1 1 1 I 1 I I 1 I 1 J I I I II d I J I J I I I I i I I I I I I 1 1 .1 I I I 1 , I �I �1 l I 1 I 1 t' 1 I I I 1 I l 1 1 t l J 1- 1 '! I I 1 1 I 1 I I I I I I I I l 1 l •I L I J� �L L J� J I 1 I I t I I I I 1 I 1 l 1 I 1 I I I n I 1 l I 1 1 I I I I 1 I I I I 1 1 1 I I I , 1 I 1 1 I 1 1 MIN.R.Y.SETBACK:35.AS PER CHAPT.280,ATT.3 I 1 , —.— ,�--J•- --b-----'1 --d..---- 1-----f— -F -1 —-k--- I ----- I - -t.--------'- --1---- I --- -,- -- I- --t- --F--- —t--- I--'}-- -'I-----1 --t� I ----- --- ,-- --'1 ---,----- I -•1 — I-----I- -'t I -t— I— —t- -t�—, --T--- 1 �'!— -T -1 --I -1 -- , -- 1 --,--- - 1 ----J--- I-----�' -?----I ---- , 1 •1 6"WALNUT 1 , 1 J 1 .1 1 •1 I 1 1 1 I 1 I I l 1 I I 'I J 1 1 I I 1 I I 1 I I I AREA VI PROPOSED OPEN SP, 6 1 1- 1 l• L 1 J- �l 1 1 1 1 L 1 1 I I I I 1 I I I I I I I 1 I I I 1 1 I I :E 'TO 'REM' I�I `� I 1IT'S 1 /1` I I I t I 1 1 J l I I I I I I I I I I I I I l 1 I 1 1 I 1 J 1 i G 1 I L J 1 I I I I N UR/ `L, GONDITION L I --__-- I 1 I l I I 1 I I .I 1 I 1 1 l 1 1 I l 1 I 1 I 1- I I 1 I I I I I I I I I I I I I I 1 '1 1 l ! •1 1 I J .I 1 I i I 1 I I 1 I 1 1 1 I 1 l 1 � �' l III J 1 I 1 1 1 1 I I I 1 1 l I I I I I 'I I I 1 1 1 I J t I I I 1 I I 1 I i I 1 I 1 1 l I 1 1 I L b I I I I I 1 1 I I 1 I I I t I I I 1 l � I ,. •*1 1 L , , I I , I , , 1 I , I I EXTENT OF CLEARANCE AREA 3 CC I I � 11 / l -'1� ij LAW LAW I I � O SANITARY O I W SYSTEM �- COVERS PROPOSED 00 PRIVACY FENCE 5 IG OSPAGE,.TO,REMIAN IN IT'S o (TYP.)AREAIO F ,PROPOSEDIOPEN EXIST. UTILIj NATURAL GONDITION O POLE O 1 1l O I O r , Y ' I 1 J , I , I 1 I I % �'t•..'''.'•:i I % ��"•••••��•3 12 DHF I I 1 1 I I I I I I 1 l d I 1 I % f�• ''�':,j I I I I I I 1 I- I 1 1 1 1 1 I I 1 / r•. ,.y.� I I I I t l 1 1 I 1 I 1 I I 1 1 I I =/ /.••;:''•" JPL ARA + + + + n s + + + + + + + + + # OPl1 4��- .a.,fi V•,�s, .�_l•J ,. + #I # + + N O J ✓/// 10 OS }' 10 OS 10 OS O O O 10 OS 10 OS 10 OS 7 P L 7 P L Ito In I. I I I I I d I I I 1 11 , 1 J 1 1 %' �1101GC � �G 1. I I I J, I I 16I MAPLE I I & 1 1 ,, , / ' J. 1 t I 1 I 1 11" OAK ' ,•`LlI 1 I 1 I l 1 I 1 1 I 1 1 1 I l ri '' L-` ! — --- F R r— I QAW = CAC - � Iz � I /-- -- -- -- -- -- -- -- -- -- -- - - ---- -- - -- -- I --� S400 13'10"E I 50�.40' I 30' 9" MAPLE I EXIST. I UTILI 11" OAK 7" RED LAWN LAWN LAWN I POLE I CEDAR NATURAL GROWTH INTO RIGHT OF WAY l l!1 IF'F I 18" 20" PROPOSED CONCRETE CURB m SIGHT HONEYLOCUST HONEYLOCUST 10" 30' DISTANCE TO 3111 HONEYLOCUST 20�� REMAIN CLEAR NORTH STREET HONEYLOCUST HONEYLOCUST PROPOSED ND APE PLAN N ALANDSCAPE Scale: 1" = 20'-0" NYLON STRAP OR REINFORCED RUBBER HOSE SECURED ABOVE FIRST BRANCH TREES LESS THAN 6"CALIPER:TOP OF ROOT BALL TO BE FLUSH WITH GRADE; 12"-2"DEPTH OF DOUBLE ROOT FLARE SHALL BE VISIBLE AFTER PLANT LIST SHREDDED BARK MULCH MULCHING TAPER TO 0"AT ROOT TREES OVER 6"CALIPER: TOP OF ROOT QUANTIY SYMBOL BOTANICAL NAME COMMON NAME SIZE FLARE BALL SHALL BE 2"-3"ABOVE GRADE 3"x 3"MILLED CEDAR 3/16 GAL.TURNBUCKLE 1 ARA Acer rubrum 'Armstrong'* Columnar Red Maple 2 1/2-3" cal. 1 1"-2" DOUBLE - • OR 4"DIA. NATURAL 2"x 4"x 30"CEDAR STAKE AT A i CEDAR STAKES(2 45 DEGREE ANGLE(3 PER 1 CAC Carpinus caroliniana* American Hornbeam 2 1/2-3" cal. TOP OF ROOT BALL TO SHREDDED BARK BE FLUSH WITH PER TREE) TREE) 3 CC Cercis canadensis* Eastern Redbud 2 1/2-3" Cal. LUSOIL _ ! GRADE; ROOT FLARE DRIVE STAKES AT BACKFIL _. \�, SHOULD BE VISIBLE ANGLE AND DRAW NOTES: 1 CFR Cornus florida var. rubra* Pink Dogwood 2 1/2-3" cal. VERTICAL WITH WIRE 1. ALL TREES TO BE WATERED IN WOW- To CREATE TENSION 12 DHF Dennstaedtia punctilobula* Hayscented Fern 1 q rt. =III— THOROUGHLY ON DAY OF INSTALLATION REGARDLESS OF 15.00000 IGC Ilex glabra 'Compacta'* Inkberry 2 gal. 2"SAUCER(REMOVE — _III-111 II I11 -- Ili AFTER ONE YEAR) 60.00000 OS Onoclea sensibilis Sensitive Fern 1 qrt. RAINFALL. II,I;;I_I1-III_-III11-I-=III-I1I==1I I-=III-III I- 2. DO NOT HANDLE TREE BY TRUNK. 3 x BALL WIDTH MIN. SET ROOT BALL ON REPORT ANY 3. WOUNDED TREE WILL NOT BE 17.00000 PL Prunus laurocerasis 'Otto Luyken' Cherry Laurel 3 gal. ACCEPTED. Pieris japonica 'Mountain Fire' 3 al. SHRUB ROOT BALL TO MEET FIRM UNDISTURBED SUBSOIL WATER 4. ALL NYLON/POLY STRINGS, ROPES, 1 PMF � p Andromeda 9 NOTES: OR EXCEED A.A.N. STANDARDS SUBGRADE CONDITIONS TO —i i I '•�==i�`-�`�"'�'��' 11-1 I11I I =I�' MATERIAL TO BE REMOVED FROM 1 QAW Quercus albs* White Oak 2 1/2-3" Cal. L.A. PRIOR TO ANY —III= 1 _ �Y"''`'""' ' I I!,• , � TREE AND DISPOSED OFF SITE. 1. REPORT ANY SUBSOIL WATER CONDITIONS TO PLANT == �, ;•.�F-_.- III==III =1 *Lon Island/Northeast Native/Cultivar �'' r' l i l=-I I 5. EXCESSIVE CIRCLING ROOTS OR g LANDSCAPE ARCHITECT PRIOR TO PLANT INSTALLATION. INSTALLATION " ' '' =1I1 1 II1= I_II=- 2. ALL SHRUBS TO BE WATERED IN THOROUGHLY ON DAY =-1I III III III =1I -III =1 --I CIRCLING ROOTS THAT CANNOT BE OF INSTALLATION REGARDLESS OF RAINFALL. III _I III IIIII III II III; III I- II- (I I- COMBED OUT WILL BE SUBJECT TO SET ROOT BALL ON FIRM, 3x IROOT BALL WIDTH MIN. REJECTION BY LANDSCAPE SHRUB PLANTING DETAIL UNDISTURBED ROOT BALL TO MEET OR SOIL LL ARCHITECT. SUBGRADE; REMOVE EXCEED ASNS STANDARDS SOIL 6. DO NOT PRUNE TREE UNLESS WIRE BASKET&DISPOSE ANSI Z60STAN4 DIRECTED BY LANDSCAPE NTS OFF SITE ARCHITECT(L.A.). 7. STAKES AND GUYS REQUIRED ONLY IN WINDY EXPOSED DECIDUOUS 'TREE PLANTING CONDITIONS. G3C C��DWEED 8. CONTRACTOR RESPONSIBLE FOR DETAIL NTS STRAIGHTENING TREE THROUGH CLAY 15 2026 THE GUARANTEE PERIOD(VERIFY PROPERTY OHNEWAPPLIGANT: WITH L.A.). SOUTHOLDIOWN KOEHLER FAMILY LTD. PARTNERSHIP 9. USE GUY WIRES IN GROUND COVER PLANNING BOARD 108 ALLEN BLVD. AREA(REMOVE AFTER ONE YEAR). FARMINCDALE, NEW YORK 11735 S.G.T.M.#: 1000-102-5-q.2 ISSUED FOR REVISIONS THESE ,ARE INSTRUMENT t PROPOSED MULTIPLE UNIT HOU51N& FOR: PROPOSEWD LANDSCAPE PLAN, 5ERYICE AND ARE THE PROPERTY ` DATE: 8-8-25 CONSULTANTS No. DATE REMARKS No. DATE REMARKS HI��" "ANTS �'�' \°s E ca�� KOEHLER FAMILY LIMITED LANDSCAPE SGHEDUL , NOTES SGALE: AS NOTED A R C t1 1 T E C T U R E * PLANNING 1 &-0-25 PROGRESS SET FOR REVIEW T��-�F'� PARTNERSHIP DRAHINO NO. FIELD C40WITION5 AND DIW%ION5 �r 2 10-27-25 REVI5ED PROGRESS SET FOR REVIEH AND 8E RESPONSIBLE FOR FIELD "h 208 ROUTE IOCI, SUITE 208, FARMIN60ALE, NEW YORK 11735 FIT AND QUALITY of WORK. - y .� LOCATED AT: DRAWN: B.J.A. No ALLOWANCES SHALL BE MADE `�' `ti°• 02' 1 C ' 645 NORTH STREET TEL.: 631-3113-6805 FAX: 631-3q3-6808 3 5-12-26 PLANNING DEPT. 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010 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 010 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 0.0 010 010 0.0 0.0 0.0 010 0.0 010 ME 0010 0.0 010 0.0 0.0 0.0 0010)K0.0 0.0 0.0 0.0 0,0 010 0.0 010 010 0,0 0.0 010 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 010 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 010 0.0 'DK ,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 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 0.0 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 0.0 0 0 0.0KE 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 0,0 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 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 0,0 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 0.0 010 0.0 0.0 0.0 0.0 0.0 010 010 0.0 0.0 0.0 0.0 0,0 0.0 010 0.0 0.0 0.0 010 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 010 010 010 0.0 0.0 0.0 0.0 0,0 0.0 010 010 010 010 0,0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 010 0.0 0.0 0.0 010 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 0.0 010 010 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 010 0.0 0.0 0.0 010 0.0 0.0 0.0 0.0 0,0 ,0 0,0 0,0 0,0 0.0 A PROPOSED LIGHTING PLAN N NOTE: MULTIPLE UNIT HOUSING STRUCTURE SEPARATED INYO TWO, (3) UNIT MULTIPLE HOUSING STRUCTURES AS Scale: 1" = 20'-0" Statistics PER PLANNING BOARD RECOMMENDATIONS Description Avg Syr�bol Max Min Max/Min Avg/Min R EIA VCS, LG L"3NTIN0 l CUGi-n�;nec:�"fi\t�-res ALLEY WAY O1.0 fc + 1.2 fc 0.0 fc N/A N/A LUMINAIRE SCHEDULE BACK ❑F BLDG CLEARANCE 0.0 fc O 0.0 fc 0.0 fc N/A N/A BLDG BACK SIDE LIGHT TRESPASS 0.0 fc + 0.0 fc 0.0 fc N/A N/A -, TA6 SYMBOL QTY. �p,BEL ARRANGEMENT LAMP OUTPUT LLF DESCRIPTION COLOR LUM. TOTAL MOUNTING ___ TEMP• lK) WATT5 WATT5 SPECIFICATION NAME HEIGHT BLDG FRONT SIDE LIGHT RDA LIGHTING - LED 0005ENEGK 0.0 f C � 0.0 f C 0.0 f C N/A N/A I GOOSENECK MOUNTED LED, 3000K RDK LIGHTING TRESPASS ry��.' r AK�i) IS FIXTURE - #VG5214DM - BRONZE FIN15H, 51NOLE 1,112 OA5 w/FRO5TED LENS 3p00 7a 3CI5 #VG5214DM-LEDI4-A-3K-ARM 5 (MODIFIED), 7'-6" A.F. FLOOR BLDG LEFT SIDE LIGHT TRESPASS O1.0 fc 0 0.0 fc 0.0 fc N/A N/A DARK 5KY COMPLIANT OVERALL SIZE 11.5" H. x 14" W. GL-IOOF #00&506 LENS BLDG RIGHT SIDE LIGHT TRESPASS 0.0 fc ❑ 0.0 fc 0.0 fc N/A N/A RDA LIGHTING - LED 0005ENEGK GOOSENECK MOUNTED LED, 3000K ROK LIGHTING B 5 FIXTURE - #VG5212A - BRONZE FINISH, 5INGLE 1,112 OA5 WFR05TED GLASS LEN5 5,000 #VG5212A-LEDI4-A-3K-ARM 5, 8'-0" A.F. GRADE FRONT DRIVE 0).3 fc: ❑ 7.1 fc: 0.0 fC N/A N/A SPECIFICATIONS arms DIMENSIONS DARK 5KY COMPLIANT OVERALL SIZE 12Y4" H. x 12" W. '0 7a 1,185 GL-IOOF #008506 LENS LEFT SIDE CLEARANCE 0).0 fc X 0.0 fc 0.0 fc N/A N/A A�ailal-�LeARMsinclude: ___ Construction ARM 1 '� �\ K�) Domes,arms and mounting plate are made • LEFT SIDE ❑PEN SPACE: 0).0 fc ❑ 0.0 fc: 0.0 fc: N/A N/A of aluminum with a durable ARM2 4.45' / , powder coat ARM3 paint finish.Various combinations of fixtures • RIGHT SIDE CLEARANCE 0).O fc: X 0.4 fe 0.0 fc: N/A N/A and arms can be combined in custom • ARM4 11.E `.� `, �, colors.An optional swivel(sold separately) • ARMS UNIT A ENTRANCE 4I•.9 f � 6.1 fc 3.1 fc 2.011 1.611 ARM6 r' ' can be attached to the dome to direct light UNIT A PATI❑ LA fc ❑ 5.0 fe 0.0 fe N/A N/A where needed. GIs �Y- Finish I Ifi � I- „r UNIT B ENTRANCE 41•.9 f X 6.0 fc: 3.2 f 1.911 1.511 Mounting Bronze,White,Black Fixture can be surface mounted on a Custom colors optional LG4016 VCS212A UNIT B PATIO 1..9 fc ❑ 6.4 f 0.0 fe N/A N/A junction box on the wall. UNIT C ENTRANCE 4).9 f + 6.0 fc 3.2 f 1.911 1.511 options Electrical Globes -� UNIT C PATI❑ 1.4 fc X 4.8 f 0.0 fc N/A N/A Total system wattage is14 Watts.The Guard SA �;. standard unit has a high efficient driver that . \ 9 Y Wire Cage(only applicable ' UNIT D ENTRANCE 5.0 fc 0 6.1 fc 3.2 f 1.911 1,611 operates at 120-277V as standard. forLG4o16) u.r l UNIT D PATI❑ 1.4 fc X 4.9 f 0.0 fc N/A N/A • Swivel \, f �,� UNITE ENTRANCE 41.8 f ❑ 6.0 fc 3.1 fc 1.9:1 1.5:1 wz' W-- ;L._._.____._._.._. , ����0W�B UNIT E PATI❑ 2.0 fc + 6.0 fc 0.0 fc N/A N/A 140 � -== �1AY 15 2026 PROIPERTY OWNER/A�PPLIGA�NT: UNIT F ENTRANCE 41.9 f ❑ 6.0 fc 3.2 f 1.911 1.511 1.3 fc + 4.7 f 0.0 fc N/A N/A VCS214DM vcs214a O ER FAMILY LTD. PARTNERSHIP UNIT F PATI❑ PLAN SOUTH OLD 0AR PLANNING 60ARD �- I08 ALLEN BLVD. FARM I NC DALE, NEW YORK 11-755 S.G.T.M.#: 1000-102-5—ci.2 ISSUED FOR REVISIONS •tESE PLANS ARE AN INSTRWENT OF •V.�.. PROP05ED MULTIPLE UNIT HOUSING FOR: DATE: 8-8-25 PROPOSED L I C HT I NC � PHOTOMETRI G PLAN, ® OF THE AND ARE� ''� X���k ` `r`•,yi LUMINAIRE SGHEDULE, DETAILS, NOTES ® CONSULTANTS OF 1E ARCHITECT,INFRINGEMENTS No. DATE REMARKS No. DATE REMARKS WILL BEPR05EGUTED. � ��°s �� � 10% KOEHLER FAMILY LIMITED A R C I1 I T E C T U R E * PLANNING 1 8-18-25 PROGRESS SET FOR REVIEW W�TOR SHALL VMIFY�- w PARTNERSHIP sG�LE: ASS NOTED DRA�WINC NO. FIELD CONDITIONS AND DIMENSIONS I ' 2 I 0-2�7-25 WISED PROGRESS SET FOR REVIEW AND BE RESPONSIBLE FOR FIELD ��n t 205 ROUTE IOa, 5UITE 205, FARIMINGDALE, NEW YORK 11735 FIT AND QUALITY OF WORK /) LOCATED AT: DRAWN: B.J.A. TEL.: 631-3q3-6805 FAX: 631-3q3-6&O8 3 5-12-26 PLANNING DEPT. RE5UBM15510N IN F CONTRACTOR . 027 A"KAZES SHALL BE MADE `t1� � 645 NORTH STREET E—MAIL: CGGON5ULTANT5PG®0MAIL.GOM FOR ANY ERRORS,OM15510N5, . NEB CUTCHOGUE, NEW YORK, 11935 NOR NEGLECT ON HIS PART. "`;:a. JOB NO: 225E SP - 000 I Z � u- I I Wz Wz � N/O/F I N/O/F I N/O/F WYANDANGH RE CORP. HYANDANGH RE CORP. WYANDANGH RE CORP. S40013'20"W ' I - -- --�-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -_ . 492.43 I -- - EXIST. X 1 X CL W 0p UTILITY W O W O �I POLE Ico �L Lu Oi Ov C\2 �Q 1 AREA OF PROPOSED OPEN J I SPACE TO REM I AN IN IT'S I NATURAL CONDITION_ I 1 1 I 1 TEMPORARY SILT FENCE ( W TEMPORARY SHALE SEDIMENT BARRIER ALONG TEMPORARY CHAIN LINK TEMPORARY SHALE 1 AREA (TYP) PERIMETER OF CONSTRUCTION FENCE ALONG PERIMETER AREA (TYP) (SEE 5P-7.1) AREA (5EE 5P-7.1) OF CONSTRUCTION AREA I (SEE SP-7.1) (SEE SP-7.1) 3 i TEMPORARY\ i TEMPORARI?`, Q W RUNOFF i RUNOFF I w i G6,NTROL/SED I MI NT G6,NTROL/E ED I MINT \ BASIN \ BASIN 0 SANITARY p `\`� ----'�� O U) I p p c❑vERs STRAW BALE O O z I PROTECSEDIMETION 10 CONTROL < 1 AREA OF PROPOSED OPEN k SPACE TO REM I AN IN IT'S o DRYWELLS (TYP.) EX15T UTILITI NATURAL CONDITION O (SEE SP-7.1) POLE � O< ' k PATIO PATIO PATIO PATIO PATIO PATIO SLAB SLAB SLAB O SLAB SLAB SLAB Gp I CONTRACTOR SHALL INSTALL TEMPORARY ORANGE 51 LT FENG I NG TO PROTECT NATURAL e/ • PROP. GAS v I AREAS AND COORDINATE WITH THE TOWN FOR I I i SERVICE LINE a INSPECTION PRIOR TO ANY CONSTRUCTION OR GAS—WS—GAS—GAS IS —GA —GAS GAS— k hEGHANIGAL i NEGHANICGALI NEGF{NUGAL NEO-MCAL FU9* IGAL WCHMIGAL 11 R 1! 1f 1! ' DISTURBANCE ON-51TE (TYP) (SEE 5P-7.1) I I I I I 8-- TYPICAL 51LT FENGING SHALL BE STAKED OUT I i I ; SANITARY I ALONG INSIDE OF APPROXIMATE CLEARING OARA6 I i I ARA0E I—,ARAOE SYSTEM ARAOE OARAO I i I ARAOE 1 LIMIT LINE, ADJUSTMENTS MAY BE MADE DURING I I CONTROL I PROP. METER FINE GRADING WORK (TYP) PANEL I ; VAULT SHUTO F s �--------� I i I i I VALVE • 1 I I I � I i I I i I I I rr - -n I rr - �1 rr - IL,, I rr - �I I I I I I I I I l a I I I l a I I a 11 k 1 L J L- L- �/'� I I V L) I I j I I O STRAW BALE SEDIMENT kO k I I CONTROL PROTECTION Cc C+�I I ® DRYWELLS (TYP) TEMPORARY 51LT FENCE I SEDIMENT BARRIER ALONG I I © O (SEE SP-7.1) ® PERIMETER OF CONSTRUCTION © O C\2 I , AREA (SEE SP-7.1) LOCATION OF TEST BORING Z k ---�--- -��r- -- -- -- -- -- -- -- APPROX. -~ LOCATION t412.0' 5400 13 10 E PROPOSED STABILIZED TEMPORAR GHPhIN LINK TEMPORARY SHALE TEMPORARY SHALE 503.40 OF EXIST. FIRE ROUTE O CONSTRUCTION ENTRANCE FENCE ALONG PERIMETER AREA (TYP) AREA (TYP) HYDRANT MAIN ROAD OF CONS CTIO)N AREA W. (SEE SP-7.1) (SEE SP-7.1) (SEE SP-7.1) I— (SEE SP-7.1) EXIST. UTILITY POLE Q GUY WIRE �! k EXIST. EDGE X u- OF PAVEMENT W O N 0 R T H S T R E E T N A PROPOSED EROSION PLAN Scale: 1" = 20'-0" NOTE: MULTIPLE UNIT HOUSING 5TTRUGTURE SEPARATED INTO TWO, (5) UNIT MULTIPLE HOUSING STRUCTURES AS PER PLANNING BOARD RECOMMENDATION5 CONTROL INSPECTIONS EROSION CONTROL LEGEND GENERAL LEGEND EROSION AND SEDIMENT CONTROL INSPECTIONS: j///////// AREA OF STABILIZED CONSTRUCTION ENTRANCE NORTH ARROW THE APPLICANT SHALL NOTIFY THE TOWN OF SOUTHOLD ENGINEERING x 00.00 EXISTING ELEVATION INSPECTOR AT LEAST 48 HR5. PIRIOR TO ANY OF THE FOLLOWING STRAW BALE SEDIMENT CONTROL BARRIER xN.E. 00.00 NEW ELEVATION IN5PEGTION5 AS REQUIRED BY THE TOWN ENGINEER: TEMPORARY PROTEGTIVE CONSTRUCTION FENCE EXISTING METES 4 BOUNDS (a) START OF CONSTRUCTION SILT FENGE/SEDIMENT BARRIER (b) INSTALLATION OF SEDIIMENT AND EROSION CONTROL MEASURES w PROPOSED WATER LINES (G) COMPLETION OF SITE CLEARING (d) COMPLETION OF ROUGH GRADING TEMPORARY 5HALE (e) COMPLETION OF FINAL GRADING 0 PROPOSED DRYHELL5 (f) CLOSE OF THE CON5TP-UGTION SEASON _ HITH SOLID COVERS (9) COMPLETION OF FINAL LAN05GAPING mu— SHALE FLOW ARROW (h) SUCCESSFUL E5TABL15HMENT OF LANDSGAPING IN PUBLIC AREAS ® PROPOSED DRYWELLS POLLUTION/EROSION CONTROL MEASURES WITH GRATE GOVER5 ALL EROSION AND SEDIMENT CONTROL PRACTICES MUST MEET THE CRITERIA OF THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. A (6) SIX FOOT HIGH TEMPORARY CHAIN LINK FENCE MUST BE ERECTED AROUND THE CONSTRUCTION 51TE A5 REQUIRED. CC�ICIM�D EXI5TING.VEOETATION AND TREES TO REMAIN SHALL BE PROTECTED MAY 15 2026 PROPERTY OWNER/APPLIGANT: (BY INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED KOEHLER FAMILY LTD. PARTNERSHIP MEANS), AND 5HALL REMAIN UNDISTURBED. PLANNi NG TOWN KOEHLER 108 ALLEN BLVD. FARMINGDALE, NEW YORK 11735 S.G.T.M.#: 1000-102-5—ct.2 ISSUED FOR REVISIONS TISE PLANS ARE AN INSTRUMENT of - a1 PROPOSED MULTIPLE UNIT HOU5INC-7 FOR: DATE: 8-8-25 PROPOSED EROSION CONTROL PLAN, 5ERVIGE AND ARE THE PROPERTY ���`' •4r/� EROSION GONTROL LEGEND, CONTROL � . CONSULTANTS No. DATE REMARKS No. DATE REMARKS WI IN6EMENTS ��U��°SF �af� ,, KOEHLER FAMILY LIMITED INSPECTIONS % SCALE. AS NOTED ARCHITECTURE * PLANNING 1 8-15-25 PROGRESS SET FOR REVIEW GONTRAGTOR SHALL VERIFY ALL k aPARTNERSHIP DRAWING NO. FIELD GONDITION5 AND DIMENSIONS 2 I0-27-25 WISED PROORE55 SET FOR REVIEW AND BE RfI'Ot 'IBI-E FOR FIELD 20& ROUTE IOa, SUITE 205, FARMINGDALE, NEW YORK 11755 FIT AND QUALITY Of WORK LOCATED AT: DRAWN: B.J.A. TEL.: 631-3a3-6805 FAX: 631-3a3-68O8 PLANNING DEPT. RE5UBM155ION IN B*LFAU-OK NGTH SHALL BE MADE n'p. p2�1Lt 645 NORTH STREET 3 5-12-26 IN BEHAIF of TIC CONTRACTOR `�� '� CUTCHOGUE, NEW YORK, 11935 E-MAIL: GGCON5ULTANTSPC®,GMAIL.GOM FOR ANY ERROR5,OM15510N5, OIc Nk NOR NE6LEGT ON HI5 PART. JOB NO: 2256 700 2'X4• W❑❑O FRAME TYPICAL SILT FENCE DETAIL STABILIZED CONSTRUCTION ENTRANCE DETAIL TYPICAL DUST CONTROL NOTES N.T.S. N.T.S. STAKE WOVEN WIRE FENCE(MIN.145 6AUSE- 1.5 MAX. MAX.b•MESH sPACIN6)vunl FILTER DEFINITION 1O'HAM"sPAaNs CLOTH OVER THE CONTROL OF DUST RE5ULTIN6 FROM LAND-DISTURBING AGTIVITIE5. FABRIC 36'MIN.FENCE POSTS DRIVEN MIN.16' SILT FENCE TO BE : INTO 6ROIM POSTS: STEEL EITHER'T' INSTALLED ALONG EXISTING 50, MIN. EXISTING PPFPUFZP05E - �- 3 MIN. OR v TYPE OR 2'HARDWOOD LIMIT of CLEARING GROUND PAVEMENT TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED 50IL SURFACES THAT �) STONE PAVEMEN 3' MAY CAUSE OFF-51TE DAMAGE HEALTH HAZARDS AND TRAFFIC SAFETY PROBLEMS. �- - 11=_ v WOVEN WIRE FENCE(MIN.145 GAUGE- 56'MIN.FENCE POSTS 15, ' ii Mffrf I v MAX.b MESH SPACING)WITH FILTER =1 ILlr I va CLOTH OVER OR PREFABRICATED 6" MIN. CONDITIONS WHERE PRACTICE APPLIES ��7 ry ENVIROFENCE OR APPROVED � ON CONSTRUCTION ROADS, AGGE55 POINTS AND OTHER DISTURBED AREAS SUBJECT TO 1111=1111=1111I=III v v so MIx CLEARED p`__\ �DISBEp FILTER CLOTH Flow SURFACE DUST MOVEMENT AND DUST BLOWING WHERE OFF-51TE DAMAGE MAY OCCUR GROUND MOUNTABLE BERM-GRADE ENTRANCE IN IF DUST IS NOT CONTROLLED. DROP INLET BURIED FABRIC SUCH A WAY AS To PREVENT STORMWATER WITH GATE RUNOFF FROM ENTERING ROADWAY DE516N CRITERIA FRAME COMPACTEDOIL FILOIL 16• IN. CONSTRUCTION OPERATIONS SHOULD BE SCHEDULED TO MINIMIZE THE AMOUNT OF AREA DISTURBED �- EMBEDDED FILTER J_ ISOMETRIC VIEW CLOTH MIN.6' INTO PROFILE AT ONE TIME. BUFFER AREAS OF VEGETATION SHOULD BE LEFT WHERE PRACTICAL. TEMPORARY 136ROUND MEASURES SHOULD BE INSTALLED. NO SPECIFIC DE516N CRITERIA 15 61VEN; REFER TO CONSTRUCTION 1 MIN. NOTES: SECTION EXXIISTN6 50' MIN 5PECIFCATIONS BELOW FOR COMMON METHODS OF DUST CONTROL. hill I I I I I I. SILT FENCE ASSEMBLIES SHALL BE PLACED A MIN. OF 5' FROM THE TOE OF SLOPE, 10' PREFERRED, TO If I CONSTRUCTION SPECIFICATIONS PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT VEGETATIVE COVER - FOR DISTURBED AREAS NOT SUBJECT TO TRAFFIC; VE6ETATION PROVIDES THE GATHER (EXCESS MOST PRACTICAL METHOD OF DUST CONTROL. TEMPORARY SEEDING SHALL BE AS FOLLOW: AT CORNERS I I I I I 2. SILT FENCE 6EOTEXTILE MATERIALS SHALL BE EITHER POLY-FILTER X, MIRAFI IOOX, 5TABLINKA T140N, OR ~ 10' Q A. RYE 6RA55 (ANNUAL OR PERENNIAL AT 30 POUNDS PER ACRE (03 LBS / I,000 5F) v FROM THE CURRENT N.Y.5. DEPT. OF TRANSPORTATION APPROVED L15T OF GEO5YNTHETIG5 FOR HIGHWAY O MIN. CONSTRUCTION. z z B. CERTIFIED "AROOSTOOK" WINTER RYE (CEREAL RYE) AT 100 POUNDS PER ACRE (25LB5 / 5F) 3. POSTS MAY BE 2" x 2" (MIN) HARDWOOD OR 2" x 4" (MIN) SOFTWOOD. P05T5 SHALL BE 5PAGED AT EITHER 4' 1= USE WINTER RYE IF 5EEDIN6 IN OCTOBER OR NOVEMBER. FILTER FABRIC DROP INLET DETAIL OR 6.5' AND MAY OR MAY NOT REQUIRE MESH REINFORCEMENT AS PER THE N.Y.S. DEPT. OF TRANSPORTATION x C. MULCH, INGLUDIN6 GRAVEL MULCH, OFFERS A FAST EFFECTIVE MEANS OF GONTROLLING DUST. APPROVED L15T OF GEOSYNTHETI05 FOR HIGHWAY CONSTRUGTION. W N.T.S. 4. AN APPROVED L15T OF SILT FENCE GEOTEXTILE MATERIALS CAN AL50 BE REQUESTED FROM THE TOWN PLAN VIEW O SPRAY ADHESIVES - EXAMPLES OF SPRAY ADHESIVES FOR USE ON MINERAL SOILS ARE SHOWN IN ENGINEERING DEPT. THE FOLLOWING TABLE: 5. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE MEASURED HEIGHT OR AS WATER TYPE OF APPLIGATION NEEDED. SEDIMENT SHALL BE DISPOSED OF BY THE CONTRACTOR AS UNSUITABLE MATERIAL. MATERIAL DILUTION NOZZLE 5ALLON5 PER ACRE TYPICAL TEMPORARY S WALE 6. AFTER REMOVAL, THE AREA BENEATH THE SILT FENCE SHALL BE RESTORED TO ITS ORIGINAL STATE. I. STONE 51ZE - USE 2" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT,NO FINE5. ACRYLIC POLYMER q:l COURSE SPRAY 500 2. LENGTH - NOT LE-55 THAN 50 FEET. LATEX EMULSION 12.5d FINE SPRAY 235 A.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE P05T5 3. THICKNESS - NOT LE55 THAN 51X (6) INCHES. RESIN IN WATER 4:1 FINE SPRAY 300 STORAGE AREA WITH WIRE TIES OR STAPLES. 4. WIDTH - TWENTY FIVE (25) FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OCCURS. TWENTY-FOUR FEET IF 51N6LE ENTRANCE TO SITE. \_- - - EXIST. GROUND B.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE TIES 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACIN6 OF STONE. WATER QUALITY SHOULD BE CONSIDERED WHEN MATERIALS ARE SELECTED FOR DUST CONTROL. SPACED EVERY 24" AT TOP AND MID SECTION. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED G MIN. SLOPE 2:1 OR ACROSS THE ENTRANCE. IF PIPING I5 IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. SPRINKLING - THE 51TE MAY BE SPRAYED UNTIL THE SURFACE IS NET. THI5 15 ESPECIALLY EFFECTIVE FLATTER SHALE A SHALE C,WHEN TWO (2) SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL -1. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH HILL PREVENT TRACKING OR FLOWING ON HAUL ROADS AND AGGE55 ROUTES. SLOPE 2.1 OR OF SEDIMENT ONTO PUBLIC RI&HTS-OF-WAY ALL MUST BE REMOVED IMMEDIATELY. FLATTER C 1' I' BE OVERLAPPED BY 51X (6) INCHES AND FOLDED. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN GROSS SECTION D `l� APPROVED SEDIMENT TRAPPING DEVICE. THE USE OF STONE FOR CONSTRUCTION ROADS IS AL50 EFFEGTIGE FOR DUST CONTROL. D.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED Cl. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. POSITIVE DRAINAGE: 0.5% OR STEEPER: DEPENDENT ON TOPOGRAPHY WHEN "BULGES" DEVELOP IN THE SILT FENCE. 10.. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A WASH STATION IF EXCE551VE MUD FROM VEHICLE TIRES 15 BARRIERS - A FENCE OR SIMILAR BARRIER CAN CONTROL AIR CURRENTS AT INTERVALS EQUAL TO TRACKED ONTO R.O.W. FIFTEEN TIMES THE BARRIER HEIGHT. PRESERVE EXI5TIN6 HIND BARRIER VEGETATION AS MUCH OUTLET ASREQ'D. � � ���� � � �� �.�� � �� � �'� A5 PRACTICAL. SEE ITEM & BELOW PLAN VIEW MAINTENANCE GONSTRUGT I ON SPED I F I GAT IONS TYPICAL CONSTRUCTION FENCE DETAIL MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS ARE STABILIZED. I. ALL TEMPORARY 51^AL..E5 SHALL HAVE IUNINTERU TYPICAL EROSION CONTROL & LANDSCAPING NOTES PTED POSITIVE GRADE TO AN N.T.S. OUTLET. 2. DIVERTED RUNOFF FROM A DISTURBED ,AREA SHALL BE CONVEYED TO A SPECIFICATIONS AND GUIDELINES CONSTRUCTION FENCE SHALL BE MANUFACTURED OF POLYETHYLENE OR SEDIMENT TRAPPING DEVICE. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NEW YORK STATE GUIDELINES FOR URBAN EROSION AND POLYPROPELENE WITH A NOMINAL RECTANGULAR MESH OPENING OF NO ` 3. DIVERTED RUNOFF FROM AN UNDISTURBED AREA SHALL OUTLET DIRECTLY INTO SEDIMENT CONTROL MANUAL,LATEST EDITION. GREATER THAN I" x 2". FENCE SHALL BE 48" HIGH AND SUPPLIED IN AN UNDISTURBED STABILIZED AREA AT INON-EROSION VELOCITY. 10' MAXIMUM SPACING ROLLS OF AT LEAST 50' IN LENGTH, COLOR SHALL BE "INTERNATIONAL STRAW BALE SEDIMENT CONTROL DETAILS 4. ALL TREES, BRU5H, 5TIMP5 OBSTRUGTIOINS, AND OTHER OBJECTIONABLE MATERIAL EROSION CONTROL SHALL BE REMOVED AND DISPOSED OF 50 AS NOT TO INTERFERE WITH THE PROPER CONSTRUCT ALL SHALES AND BERMS AS SHOWN OR AS REQUIRED TO DIRECT AND CONTROL 5TORMHATER N.T.S. FUNCTION OF THE 5I^IAL.E. RUNOFF AND PREVENT EXCESS EROSION. 53% (3 :U SLOPES STEEPER THAN(3:1) SHALL BE 5TA51LIZED BY 72 MIN. FENCE P05T DRIVEN MINIMUM 24 INTO GROUND 5. THE SHALE SHALL BE: EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS HYDROSEEDING WITH MULCH BINDER TYPE 'AM',TYPE "A" OR BY USING JUTE MESH AS LISTED IN THE SECTION AS REQV. TO MEET THE CRITERIA SPECIFIED HEREIN AND BE FREE OF EROSION MANUAL OR AS SPECIFIED BY THE ENGINEER TOE-OF-SLOPE 72" MIN. FENCE POSTS �"��� �� IIIIIIIIIIIIIIIIIIIA BANK PROJECTIONS OR OTHER IRRE6UL.ARITIE5 WHICH WILL IMPEDE NORMAL FLOW. TYPICAL STRAW BALE TOPSOIL GONSTRUGTION STAKE OR No.5 6. FILL5 SHALL BE COMPACTED BY EARTH MOVING EQUIPMENT. ALL DISTURBED 501L AREAS, EXCLUDING PAVED AREAS AND RECHARGE BASINS,MUST BE COVERED WITH A Z FENCE � REBAR(TYP) � GUT SLOPE OR SEDIMENT c -1. ALL EARTH REMOVEC> AND NOT NEEDED' FOR GONSTRUGTION SHALL BE PLACED MINIMUM OF 4" (INCHES) OF NATIVE TOPSOIL PRIOR TO THE REMOVAL OF EXCE56 TOPSOIL. NEW EMBANKMENT CONTAINMENT 2"X 2"STAKES, L NOT INTERFERE WITH THE FUNGTIONIN6 OF THE SHALE. It (SLOPE VARIES) AREA STAKE BALE DRIVE 50 THAT IT WIL LIME AND FERTILIZER sb 36" MIN. STAKES FLUSH 6. STABILIZATION SHALT_ BE AS PER THE FLOW CHANNEL 5TA13ILIZATION CHART BELOW: ALL AREAS SPECIFIED TO BE SEEDED SHALL RECEIVE LIME AND SPECIFIED AS RECHARGE BASINS SHALL CLEARED AREA UNDIISS �ED 6EADE T+�OF �to a.osu� s Ps ac.-w ac) RECEIVE LIME AND FERTILIZER FERTILIZER AS SPECIFIED BY EROSION CONTROL MANUAL OR AS ORDERED �,n•8rr esxnD� I o5%-ao% s®•STRAH MA..GH 4 KLCM BY ENGINEER. 2 sisll-so% 5®!5TRAH MA.0 H 5e37 4 covet USING RECP s si:s-ao% s�•COVER NTH RMW u►rm►d4•6•RIP-RAP OR OEOrEmLE MULGHIN6 STAKED t BUTTON END 18 MIN. t �� s TO END,BOUND HAY 4 a.ss-20% urm.0 4-e•RIP~CM 6EDTID 1LE E 84Ne�DESION 24" MIN. �- 4.•EMBEDMENT BALES PLACED ON 4. PERIODIC INSPECTION t REQ'D. MAINTENANCE MUST BE PROVIDED AFTER EACH RAIN ALL AREAS RECEIVING SEED AND ELSEWHERE AS NOTED, SHALL BE MULCHED AND ANCHORED. CONTOURS EVENT. TYPE OF SEED.HYDR05EEDIN6 OR ALTERNATE STABILIZATION EMBEDMENT DETAIL SLOPE SEDIMENT CONTROL DETAIL ISOMETRIC VIEW SECTION (IF REQUIRE) TYPE "A" NORMAL LAHN 5EEDIN6 IN THE SPRING OR FALL USE A MIXTURE OF 50% OF MERION BLUE GRASS,65% CREEPING RED FESCUE AND TYPICAL STRAW BALE 5% REDTOP AT A RATE OF 3 L.B5. MIN. PER 1,000 SQUARE FEET. CONSTRUCTION NOTES FOR PLASTIC FLORESCENT ORANGE FENCE TYPE "B" - HYDROSEED MIX "B" NOTES: I. THE CONTRACTOR SHALL INSTALL THE CONSTRUCTION FENCE IN LOCATIONS AS REQUIRED BY THE +. r '�•. 50% TALL FESCUE DRANIN65 AND SPECIFICATIONS OR MUNICIPAL AUTHORITIES. 20% SHEEP FESCUE 2. THE PRIMARY PURPOSE OF THE CONSTRUCTION FENCE 15 TO CLEARLY DELINEATE A WOODEN STAKES DRIVEN *' 15% INTERMEDIATE WHEAT6RA55 CONSTRUCTION AREA AND PROVIDE SOME MEASURE OF PROTECTION FOR THE SURROUNDING I I/2'-2' INTO FiROUND 5% RED FESCUE NATURAL AREAS. IT 15 NOT DE516NED OR INTENDED TO BE AN INPENETRA13LE BARRIER TO THOSE ANGLE FIRST STAKE TOWARD 5% REUBEN5 CANADA BLUE6RAS5 INTENT ON ENTERING THE CONSTRUCTION SITE. BALES PLACED PREVIOUSLY LAID BALE 2'm 5% KENTUCKY BLUEGRASS TYPICAL 5TRAW BALE ALONG CONTOUR INISTALLATION 2't / TREE AND SHRUB PLANTING C+ON5TRUCTION FENCE SHALL BE INSTALLED BY WEAVING FENCE POSTS VERTICALLY THROUGH AT LEAST (MINJ j I. ALL TREES AND SHRUBS SHALL BE PLANTED IN CIRCULAR PITS I FOOT CLEAR ON ALL SIDES AND BOTTOM T'IHREE (3) MESH OPENIN65 (TOP, MIDDLE AND BOTTOM OF FENCE) AND DRIVING POSTS WITH A 3LB. DRILLING OF ROOT BALL AND BACKFILL WITH A MIXTURE OF 7 PARTS TOPSOIL, I PART ROTTED MANURE. HAMMER (OR EQUIVALENT) FLUSH WITH TOP OF FENCING. POSTS SHALL BE AT AN INTERVAL OF NO GREATER !< THAN TEN FEET. FENGIN6 SHALL BE SECURED FIRMLY TO EACH POST AT THE TOP, BOTTOM AND MIDPOINT WITH 2. ALL PLANT MATERIAL SHALL HAVE VIGOROUS ROOT GROWTH AND BE FREE FROM ROOT INJURY AND WIIRE REBAR TIES. WHERE LENGTHS OF FENGIN6 ARE JOINED, A POST SHALL BE WOVEN THROUGH BOTH FENCE DISEASE IN ANY FORM. SECTIONS AT THE JOINT, WITH TIES FASTENING BOTH FENCE SECTIONS TO THE POST. FENGIN6 SHALL BE ANGHORING DETAIL 3. STREET TREES SHALL NOT BE PLANTED WITHIN 10' OF A FIRE HYDRANT,DRIVEWAY APRON OR STORMHATER STRETCHED AS TAUT AS PRACTICAL BETWEEN FENCE P05T5 WITHOUT INORDINATELY DEFLECTING POSTS. :' t•,. <' PIPE/CATCH BASIN OR WITHIN 25' OF ANY STREET LIGHT,STREET SIGN OR POINT OF CURVATURE OR TEMPORARY OPENINGS IN CONSTRUCTION FENCE INSTALLATIONS SHALL BE PERMITTED FOR ENTRY OF +' WIORKER5, MATERIALS AND EQUIPMENT. SUCH OPENINGS SHALL BE SECURED AT THE END OF EACH WORK DAY " TANGENCY OF ANY CORNER. INI THE MANNER AFOREMENTIONED FOR JOINING FENCE SECTIONS. 4. ALL EX15TINO TREES SHALL REMAIN EXCEPT AS NOTED. DRAINAGE INLET 5. A BRIGHTLY COLORED CONSTRICTION FENCE SHALL BE ERECTED ALONG CONSTRUCTION CLEARING LIMITS AND AROUND EXISTING TREES TO MITIGATE THE IMPACT OF COMPACTION OVER CRITICAL ROOTS, INJURIE5 TO BARK AND LIMB5,SPILLS OF OIL,CONCRETE OR OTHER HARMFUL CHEMICALS. I. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. DRAINAGE AREA SHALL BE NO MORE THAN j ACRE PER 100 FT. OF STRAW BALE FOR SLOPES LE55 THAN 25%. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MIN. OF 4" AND PLACED 50 THE BINDINGS ARE HORIZONTAL. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER 2 WOOD STAKES OR REBARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARDS THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORGE THE BALES T06ETHER. STAKES SHALL BE CENTERED AND DRIVEN FLUSH WITH EACH BALE. 4. PERIODIC INSPECTIONS AND MAINTENANCE SHALL BE PROVIDED AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS REQUIRED. SEDIMENT SHOULD BE REMOVED WHEN IT REACHES A DEPTH OF ONEMALF THE BALE HEIGHT. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL. 5. BALES SHALL BE REMOVED AT THE COMPLETION OF THEIR USEFUL LIFE SO AS NOT TO IMPEDE STORM FLOW OR DRAINAGE. 6. AFTER REMOVAL,THE AREA BENEATH THE BALES SHALL BE RESTORED TO ITS ORIGINAL STATE. �.1AY 15 2026 PROPERTY OWNER/APPLICANT: SOUTHOLDTO'i'!N KOEHLER FAMILY LTD. PARTNERSHIP PLANNING BOARD 108 ALLEN BLVD. FARMINODALE, NEW YORK 11735 S.G.T.M.#: 1000-102-5-ci.2 ISSUED FOR REVISIONS THE5E PLAN5 ARE AN INSTRUMENT of PROPOSED MULTIPLE UNIT HOUSING FOR: DATE:: 8-8-25 VII H1TEG THE PROPERTY �5� r:S No0E50N AND SEDIMENT CONTROL DETAILS, CONSULTANTS No. DATE REMARKS No. DATE REMARKS WILL BEPRO5EGUTED. {� ca���� KOEHLER FAMILY LIMITED ARCHITECTURE * PLANNING 1 8-18-25 PROGRESS 5ET FOR REVIEW CONTRACTOR SHALL IALIT PARTNERSHIP sGALE: As NOTED FIELD CONDITIONS ANDD VIMEN510N5 DRAWINO NO. .# �•` :.�', REVISED PROGRESS SET FOR REVIEW AND BE RESPONSIBLE FOR FIELD 205 ROUTE IOq SUITE 208 FARMINODALE, NEW YORK 11755 2 10-2-7-25 FIT AND QUALITY OF WORK. ` LOCATED AT: DRAWN: B.J.A. TEL.: 631-3,13-6505 FAX: 631-3a3-68O& 3 5-12-26 PLANNING DEPT. RESUBMISSION IN NO CONTRACTOR� MAPE '�' �'Q. p2?'r1 645 NORTH STREET FOR ANY ERRORS,OMI%ION5, OF kI CUTCHOGUE, NEW YORK, 11935 JOB NO: 2256 E-MAIL: OGGONSIJLTANTSPG��MAIL.GOM . NOR NE6LEGT ON HIS PART. m I --