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Site Plan Rec'd 4/12/24
PROPOSED MULTIPLE UNIT I-IO USING FOR: 0`„ _,FAMIALY EIMIT.ED PARTIV..ERSI-IIP 64S NORTH STREET, C UTCHO G UE NEW YORK l l 93S LuL-_ LOCATION OF PROP. 12 MULTIPLE DNELLIN6 UNIT Lu z'- N/O/F N/0.1F wo/F WANDANCH RE CORP. HYANDANCH RE CORP. WANDANCH RE CORP. Lu lu 7-E S40`13'20"W 492.43' < UNIT 7- 71-177-71 77-7 < 77"77777, 777/ /7777,77— 7777 —77-7 7777 77/= 7-77 7— 7 7-777 EXIST. X LL X LL uj LLI UTILITY Ilk, POLE 6 01 ui z MIN. R.Y. SETBACK: 35' A5 PER GHAPT. 250, ATT. 3 SHADED AREA OUTLINES 0 PROPOSED OPEN SPACE; N REG-D. - 20,011 5F. I ° SITE LOCATION PLAN PROVIDED - 5cl,083.4 5F Z EXTENT OF CLEARANCE AREA m u- L��L -e4 < +1 < Lu 0 LIST OF DRAWINGS tIcI4.08' 1302.5' Cn _7v DRAWING # DRAWINGS NAME 5p_I.O 51TE LOCATION PLAN, PROPOSED PLOT i- UJI PLAN, 51TE 4 ZONING DATA, LEGEND, < CLEARANCE AREA LU LIST OF DRAWINGS, NOTES (41,24-7.6 S.F) 5P_I.I KEY / RADIUS MAP, L15T OF PROPERTIES < 4 PROPERTY OWNERS 5P-2.0 PROP05ED DIMEN51ONAL CONSTRUCTION PLAN, TYPICAL CONSTRUCTION DETAILS < 0 0 0 I I t 5P-3.0 PROPOSED GRADING 4 DRAINAGE PLAN, IQ 1 PROPOSED 1 TYPICAL DRAINAGE DETAILS, DRAINAGE Y I uj CALCULATIONS, NOTES (TYP) I m ( 5P-4.0 PROPOSED SANITARY SYSTEM PLAN, PRIVACY FENCE \2 EXIST. 1 SANITARY CALCULATIONS, SECTION POLE 5P-4.1 NORNEC05ANITARY SYSTEM DETAILS, Lu DIAC7RAM5, ELECTRICAL DETAILS, NOTES q) 5P-5.0 PROPOSED LANDSCAPE PLAN, < UTILITY DETAILS, NOTES e a� LANDSCAPE DETAILS, 5GHEDULE, NOTES Z In LL PROP. F IN. FLR. -�' S GAS GAS—GAS— IS—GA GAS GAS— w 5P-6.0 PROPOSED LIGHTING PLAN, LUMINAIRE EL.: '31.50' w "0 SCHEDULE, LIGHTING DETAILS I-VA T t METER 5p- .0 PROP05ED ER05ION CONTROL PLAN,5WTOFF C) ,7 EROSION CONTROL LE6END, CONTROL Lu VALVE i INSPECTIONS "d 5P_7.I EROSION 4 SEDIMENT CONTROL DETAILS, 3 v u NOTES 550 L) I M 55.0' m TOWN OF SOUTHOLD IN F.Y. 5EI BACK: 35' A5 PER GH P T. 280, ATT. 3 ZONING & SITE DATA ZONING CLASSIFICATION HB RAW T BUSINESS SHADED AREA OUTLINES CL 5GTM D15TRIGT: 1000 0 1 INJ PROPOSED OPEN SPACE "d —_I I� 5EGTION: 102 BLOGK: 05 LOT: cl.2 0 0 0 LOCATION OF JZ AS PER CHAPTER§280 ZONIN67,ARTICLE V-HAMLET DENSITY AND ATTACHMENT 3 TE5T E30RINC, t200AI' ±302.41' APPROX. SITE DATA PERM=D/REQ'D. EXISTING PROPOSED LOCATION —--—-- —--—-- —--—-- 100,331 5F. 100,531 5F. ±4715-ET S40*13'1019E 503.40' Ip ' ROUTE 25 OF EX15T. F E LOT AREA 20,000 sf. MIN 2.50 ors. 2.50 or- MAIN ROAD HYDRANT t LOT COVERAGE 25% --- 7.bC[% EX15T. UTILITY POLE 0 WIDTH OF LOT 75 4c12.43' 4c[2.43' (wr-.) END OF GUY WIRE Lu DEPTH OF LOT 120 201-66' 201.66, (NIG) PROP05ED PROP05ED CONCRETE CURB PROPOSED CONCRETE CURB EX15T. ED6E MILDINC7 HEIGHT 2 5TY./35 FEET I 5TYJ±16.0 FT. OF PAVEMENT CONCRETE CURB N 0 R T H S T R E E T 1� SETBACKS --- UJI LIVABLE FLOOR AREA 550 5F. I,Icic[.O 5F. TEST HOLE DATA -LEGEND FRONT YARD 55 --- 56.66, JANUARY 5, 2013 0 201 401 REAR YARD 55 --- ±12q.531 01 PROPOSED PLOT PLAN TEST HOLE DUG BY NATHAN GORV41N, L.S. NORTH ARROW ).00 EXISTING ELEVATION Scale: 1" 20'-0" 51DE YARD 15 --- ±232.16 SANDY LOAM N.T.G. NE TOP OF GURB NOTE: AS PER CHAPTER 250, ATTACHMENT 6, PROPOSED 51TE PLAN MEETS ALL REQUIREMENTS FOR OPEN I N.B.G. NEW BOTTOM OF CURB SPACE, BUFFERS, AND SETBACKS FOR RESIDENTIAL SITE PLANS LESS THAN 15 ACRES. TOTAL WIDTH OF 50 ±232.16 N.T.G. NEW TOP OF GRATE (5LOTTE0 COVER) PARKING REQUIREMENTS 2 SIDE YARDS PROPOSED AREAS: LOAMY 5ILTY SANDY N.T.P. NEW TOP OF PAVEMET (ASPHALT) A5 PER CHAPTER 280 ZONINGARTICLE XVIII - MULTIPLE DWELLING BUILDING COVERAGE: -7,cfl& 5.F. (Ibq%) —E— ELECTRIG LINE TYPE PERMITTED/REQUIRED PROPOSED IMPERVIOUS AREA: 5,510 S.F. (3.50%) 21 —GAS— 6AS LINE 2 - BEDROOM 2.0 PER 10 SPACES + PERVIOUS AREA: 85,C103 S.F. (65.61%) _w_ WATER LINE (MULTIPLE DWELLING) DWELLING UNIT GARAGE TOTAL LOT AREA: 100,331 S.F. (100%) —T— GOMMUNIGATION5 (TELEPHONE) LINE PARKING M, OVERHEAD 5ERVIGE HIRES NOTE: AS PER CHAPTER 280, ATTACHMENT 6 PROPOSED 51TE PLAN MEETS ALL REQUIREMENTS FOR OPEN SPACE, FLOW ARROW E3UFFER5, AND SETBACKS FOR RESIDENTIAL 51TE PLANS LE55 THAN 15 ACRES. PALE BROWN FINE NEW STORM DRAINAGE POOL v4lrA5T NOTE: VARIANCE SOUGHT FOR ARTICLE XXII, SECTION 280-107 (A) TO COURSE SAND IRON GRATENDW BUILDINC7 LEN67TH AND SEPARATION FOR MULTIPLE (SEE DRAINAGE 5TRUCTURE TABLE) RECEIVED DNELLINC75 - NO BUILDINC7 SHALL EXCEED 125 FEET IN NEW STORM DRAINAGE POOL WSOLIP LENGTH. CA5T IRON COVER APR 12 2024 PROPERTY OkqNEP,/APPL I GANT: NON (SEE DRAINAGE 5TRUGTURE TABLE) S o u t h o-I Town KOEHLEf;Z FAMILY LTD. PARTNERSHIP A DOOR, OVERHEAD DOOR Planning Board 108 ALLEN BLVD.EXTERIOR LIGHT FARM I NGDALE, NEW YORK 11735 S.G.T.MA 1000-102-5-cf.2 ISSUED FOR REV15I0N5 PROP05EV MULTIPUE UNIT HOUSM-7 FOR3 SITE LOCATION PLAN, PROPOSED PLOT THESE PLANS ARE AN IN574HENT OF A AN DATE: cl-28-23 SSUCE M ARE RE AZOPEM 1 0 Nos E. PLAN, ZONING 4 SITE DATA, LEGEND, LIST No. DATE REMARKS No. DATE REMARKS OF THE ARCHITECT,INFRIWR 14ff M CrX,r* GRAMMAS CONSULTANTS IIIU-BE mzosEarw. KOEHLER FAMILY LIMITED OF DRANINC-75, NOTES 111111110 SGALE: AS NOTED AR CHI T t- C ! UP� ff 4 f NGINf f KING 1 3--7-24 PPOC2PE55 SET REVIEW CONTRACTOR 51-Va VERIFY ALL FIELD CMITION5 AW DIM36ION5 PARTNERSHIP DRAWING NO. 2 4-11-24 51TE PLAN SUBMITTAL AND BE RESPONSIBLE FOR FIELD 208 ROUTE IOCI, SUITE 205, FARMINC20ALE, NEW YORK 11-735 FIT AND QUALITY OF HORK, LOCATED AT: DRAWN: B.J.A. NO AILI-OKAW-B SHALL BE MADE 645 NORTH STREET TEL.: 631-5ci5-bbO5 FAX: b5I-5C13-(qbO8 IN BEHALF OF THE CONTRACTOR E-MAIL: NGDG @ AOL.GOM FOR MY ERROR5,OH15510%, CUTCHOGUE, NEW YORK, 11935 NOR NEGLECT ON HIS PART. JOB NO: 2256 s P 100 LIST OF PROPERTY OWNERS `Ix S.G.T.M. # PROPERTY OWNER �6 , PROPERTY ADDRESS SECTION-BLOCK-LOT / ZONE \ \ ZONE \ / '\ �,\ RO 102.-I-a.2 6RATTAN FAMILY 2014 IRR. TRUST 2555 DEPOT LANE \ / 102.-1-25.1 GHARLES J. $ JEAN T. ZAHRA 3c15 SCHOOLHOUSE ROAD R-80 ��?,� ��/,, ,io y �., �\ \, �\,, 102.-I-24 EDNA F. MGGAFFERY 625 SCHOOLHOUSE LANE N% ' 102.-1-25 MIGHAEL $ KELLY EVERS -125 SCHOOLHOUSE LANE 102.-I-26 BARBARA D I AGHUN 8-15 SCHOOLHOUSE LANE MATTITUCK - CUTCHOCGUE 102.-I-2q GHARLE5 ZAHRA io y \, 455 SCHOOLHOUSE LANE \ UFSD CENTRAL '\ 102.-1-55.4 HG 6RIFFIN6 LLG. 525 GRIFFIN STREET Io ADMINISTRATION OFFICES \, ' �x ,/ �; \ \ 102.-I-33.7 HARVEST POINT HOA, I NG. MILLSTONE LANE \ /o?, �, / o?, Qv / �3 ,/ ' \, �� � \ 102.-1-55.5 RIMOR DEVELOPMENT, LLG. 51 MILLSTONE LANE 1/0 7 >\ 102.-5-2 S. J. GOHEN I cia6 TRUST 240 6R1 FF I N STREET ZONE / �'\ 102.-5-3 ALFRED J. TERP, JR. 25145 ROUTE 25 102.-5-4 ALFRED J. TERP, JR. $ MARIE TERP 281c15 ROUTE 25 r i lo2.I-I- moo? �o? // R-40 102.-5--7 NANGY B. MAR5GHEAN 28355 ROUTE 25 ADJO I N I N6 PROPERTY OWNER I � \ / �� P.O. BOX 246io z / GUTGHO6IE, NEW PORK IIQ35 / 102.-5-ci.2 KOEHLER FAMILY LTD. PARTNERSHIP 645 NORTH STREET rnl / I I 1O2z-� XD !o ' 102.-5-q.7 WYANDANGH RE CORP. 860 GRIFFIN STREET -r- �o� �� `� �;$, ,'/ / � 102.-5-q.a WYANDANGH RE GORP. 560 6RIFFIN STREET �3� \, ,/ / 102.-5-ci.1 O WYANDANGH RE CORP. 400 6R I FF I N STREET ADJOINING PROPERTY OWNER 102.1-I '1 ��' \ / ��4 1525 LOGU5T STREET E V, \ �'� BOHEMIA, NEW YORK 11-116 ZONE / \ / 102.-5-1 O MIGHAEL � AL I GE B. MG6RATH 4ci0 SCHOOLHOUSE LANE �o / ADJO I N I N6 PROPERTY OWNER I� y H D TOM `� \�, / '$�� 11 MG6RATH STAND LANE RECHARGE �/� /� \3 �?` / �.\ /�. � � P.O. BOX qll BASIN O o , p� �O S E \, \, /' - _ 5A6 HARBOR, NEW YORK IIcf63 \ .,\ .I/V�, �� \,�� / ,/ P > / \ion �o� y 102. 5 I I MARY A. HANNABURY 5�0 SCHOOLHOUSE LANE F/ , o / / 1 _1 2 _ / '$. \ ,2� ;/ % 102.-5-12 JARETT 4 GAROLANN SENIOR 660 SGHOOLHOUSE LANE / \i \/ 102.-5-13 IRENE DEBOWSKI 750 5GHOOLHOUSE LANE 102.-5-14 BRUGE STEWART 870 SCHOOLHOUSE LANE BARBARA A. HOCK-STEWART , 102.-5-18 DRD, LLG. 270 NORTH STREET \ , o� 102.-5 Ici KEKJS HEADQUARTERS, LLG. 284cf5 ROUTE 25 102.-5-20 PAUL G. MAR6ARET G. JABLONSKI 28565 ROUTE 25 102.-5_21 DAVID � LYDIA ABATELLI 28675 ROUTE 25 / .\ /.� /\, �0 102.-5 22 MALOFO, LLG. 28735 ROUTE 25 \ \% ?� 102.-5-23 FIEF de FREEMAN LLG. 25755 ROUTE 25 /0 / ZONE '�\ N \6 102.-5-24 GOL6ATE DE516N�GROUP 28ciO5 ROUTE 25 HB 102.-6-14 ROMANS TILE � MARBLE. ING. 28230 ROUTE 25 \ /o?ems /" ,,/ \, `- ,� 102.-6-15 GYNTHIA M. RIGHARDS 28320 ROUTE 25 /'' / ., $ 102.-6-18.1 PENN NOFO PROP LLG. 28350 ROUTE 25 \, �> �, O / 102.-6-20.2 WIGKHAM FARMLAND, LLG ROUTE 25 \'o \6 \ '�' io \0?,6\ 102.1-1-1 JOHN F. $ FRANGE5 J. BO6UT 2 MILLSTONE LANE �'>/ �Q" 102.1-1-2 MARTIN JOAN GON51DINE 4 MILLSTONE LANE UNITED 511 STATES \, / �$ 102.1-1-3 JOHN E. SUSAN E. BARNES 6 MILLSTONE LANE \ 102.1-1-4 J. K05INSKI REV. TRUST 8 MILLSTONE LANE ' P05TAL \ / ` io \ \ ,o SERVICE '�\ n �y' ion` /,' .,�,. 102.1-1-5 MAR6ARET A. MATTIS 10 MILLSTONE LANE 8, \ ,/ io �.A ZONE .\$ \ \ R-40 STA \ o �� RE , GHA SAG / ART R.G. I / `CHURCH � � �O , PECONIC �Q GOMMUNIT'r / \ SCHOOL N KEY MAP - RADIUS MAP 1001 200' Asc�1e:i'� = ioo�-o�� NOTE: A5 PER CHAPTER 280, ATTACHMENT 6, PROPOSED 51TE PLAN MEETS ALL REQUIREMENTS FOR OPEN SPACE, BUFFERS, AND 5ETBAGK5 FOR RESIDENTIAL 51TE PLANS LESS THAN 15 ACRES. RECEIVED APR 12 2024 Southold Town Planning Board PROPERTY OWNER/APPL I GANT: KOEHLER FAMILY LTD. PARTNERSH I P 108 ALLEN BLVD. FARM I N6DALE, NEW YORK 11735 5.G.T.M.#: 1000-102-5-ci.2 • 15SUED FOR REVISIONS TIf5E PIS;ARE AN IN5TRUMENT <<4 ATM;, . PROP05ED MULTIPLE UNIT HOU5INCG FOR: KEY / RADIUS MAP LIST OF PROPERTIES SBRVIGE AND ARE TIC PROPL�tTY Y� ' � :4°" DATE: 9-28-25 OF THE ARGHITEGT,INFRI%EM 5 , ;` `�� PROPERTY OWNERS CR;AMMAS CONSULTANTS No. DATE REMARKS No. DATE REMARKS HIL.LBEPR05EGUTED. � s � u� KOEHLER FAMILY LIMITED ``+ °� 5GALE: AS NOTED CONTRACTOR SHALL VBRIFY All 64. + ;' - DRAWING NO. a K r, r1 i t c u �. r N G N r KING I 3-7-24 PROGRESS SET - REVIEW FIELD GONDITION5MDDIW%ION5 PARTNERSHIP 2 4-I I-24 SITE PLAN SUBMITTAL AND BE RE5PON51BLE FOR FIELD 208 ROUTE IOq, SUITE 208, FARMINOPALE, NEW YORK 11755 FIT AND QUALITY of WORK \ �;;_ LOCATED AT: DRAWN: B.J.A. No Au°wANCEs sHw l-BE MADE 645 NORTH STREET TEL.: 631-3C13-6805 FAX: 631-3ci3-68O8 IN BBHALF OF THE CONTRACTOR . E-MAIL: NGDG @) AOL.GOM FOR ANY ERRORS,0MI%ION5, `� d' C t CUTCHOGUE, NEW YORK, 11935 NOR NEGLEGT ON HI5 PART. JOB NO: 2256 s P O I � Z WW � I 1 Lu -- S40013_20"W _ _- _ -- -- -- _ _ _-�_ _ _ __ -_ _ __ _ _ __ < W 1 - EXI5T. X W X W cc� UTILITY W O !L1 p c0� POLE I I� SHADED AREA OUTLINES PROPOSED OPEN SPACE: Q REG-D. - 20,07-7 5F. NO tK PROVIDED - 59,083.4 5F j O v p � Z 1 W r r 1 2 W 1 cv PROP. SOLID / \\°"„ „� - LOCATION OF COVER DRY WELL PROP. SANITARY 0 (TYP. OF 3) *J SYSTEM (5EE 0 ►� (SEE DW(5. SP-3.0) DWG. 5P-4.0) 1 1 PROP. 6 H. GO�GRETE PRIVACY FENCE EXIST. PATIO (TYP) i (TYP) UTILITY ' xj ► POLE iPROP. GAS ' a SERVICE LINE PROP. IN. FLR. AS-GAS-GAS-GAS-G S-GA -GAS GAS EL.: I.50' " " 1* * w C ' ------ ------- ------ ------- OP. METER • 1 I + I 1 =VAULT 4 SHUTOFF S ; ALVE 1 m iv I s 351�11 35'-011 O i II - 1 11. Lu ^� SHADED AREA OUTLINES 4 d 'v 1kn Q- OI PROPOSED OPEN SPACE O Ib'-lo" 18'-O" _ " 1 q 1 " O p 18 33-8 18-O 18 33-8 18-O t200'-I" A bell-loll `fl 23'-411 vt bell-8" �t 23'-4" it bell-8" �t III-allm 35'-0" 1 O� �' / 0 PROP. GRATED 0 LOCATION OF (14 I 1 COVER DRY WELL • -�-- -- -- -- -- -- -- -- -- -- =- - -- -- -- -- -- - -- -- -- -- -- - -- - - -- -- - TEST BORING iZ APPROX. R f412.0' S400 13'10"E 503.40' LOCATION OF EXIST. FIRE -8IIRO 231- 11 231-411 34'-I I" HYDRANT" MAIN ROAD EXIST. UTILITY w z POLE '9 Q GUY WIRE W E D OF E I PROPOSED 1'-0"U, 23'-411 W'-o' PROPOSED CONCRETE CURB I o�lia, " PROPOSED CONCRETE CURB 1'-0" II'-e" I'-o" EXIST. EDGE � CONCRETE CURB OF PAVEMENT 25-4" I, 25'-411 13'-8° W LL O N 0 R T H S T R E E T N A PROPOSED DIMENSIONAL CONSTRUCTION PLAN z°- 40- NOTE: AS PER CHAPTER 250, ATTACHMENT 6, PROPOSED 51TE PLAN MEETS ALL REQUIREMENTS FOR OPEN Scale: 1" = 20'-0" SPACE, BUFFERS,AND SETBACKS FOR RESIDENTIAL SITE PLANS LE55 THAN 15 ACRES. TYPICAL ASPHALT DRIVEWAY DETAIL TYPICAL CURB AND APRON DETAILS N.T.S. STANDARD CONCRETE CURB DETAIL 1.5" MIN. COMPACTED ASPHALT A TYPE 'B' - RESIDENTIAL N.T.S. CONCRETE, TYPE IA-ITEM 36D _ � PROPERTY LINE _ (NO ALL ITEMS TO CONFORM TO TOWN OF 50lJTHOLD STANDARD SPEGIFIGATIONS) 3" MIN. COMPACTED DENSE GRADED TE: . BASE COURSE ASPHALT CONCRETE 3,000 PSI GLA55 A SIDEWALK (ALL CONCRETE TO BE 3p00 Ps.t. ® 28 DAY TEST) -ITEM 22GX-M-2 Q 4 Y2" EXPAN51ON III (AS REQ'D) II-O" STANDARD SETBACK PROVIDE#5 REBAR JOINT ® 20'-O" O.G. MAX. CONCRETE SLAB tt vyy..a.rytid a ¢zy4 �a7a vcy Q� w/6x6-10/10 W.W.F. 611 5_6 41_011 : h �Za ? y T?�77bT� yb[ �.6, � � gt5& & AE taJaJS Z I/4" RADIUS o Q q 1-1/2" RADIUS b" /;4 ^//�< >;� /� ?/ Y2 EXP. SLOPE ///T // SIDEWALK 111 R• + 2.0% (AS REQ'D) -- FINISHED GRADE COMPACTED Q II'-8" SINGLE DRIVEWAY ENTRANCE Q TOPSOIL ____ _____________________________p ASPHALT WEARING = L-in-iu-iii-in=ili -- -- - o SUBGRADE - 23'-4" DOUBLE DRIVEWAY ENTRANCE `9 SEED (TYP. - -1i-11 i- EA. SIDE) �o o C a a SURFACE -i u- i=1 i-a =i�=u a �I'-p" I' 3,000P51 CONCRETE SLAB - Y2" EXP. JT. ICI A DtE ®SED GRBSURFACE a w/bxb-10/10 W.W.F. 3p00 P51. GONGRE PLAN VIEW ENTRANCE #5 REBAR a CURB ® 28 DAYS ® 2" FROM SIDEWALK TOP (TYP) CONCRETE CURB GLA55 A b" BEYOND WARP 3,000 P51 (TYP) NOTE- (AS 11 (AS REQ'D) SURFACE SAW GUT EXISTING ASPHALT PAVEMENT 2'-0" PARALLEL TO PROPOSED CURB TO VE A CONTINUOUS STRAIGHT LINE AN EQUAL DISTANCE SECTION AA FROM EW CURB TOP F FRONT ELEVATION CURB Ps®5 8 D°ANYS W#5 REBAR ® 2" P E I V E D PROPERTY OWNER/APPL 16ANT: FROM TOP f— APR 12 2024 KOEHLER FAMILY LTD. PARTNERSHIP 108 ALLEN BLVD. southofid Town FARMINODALE, NEW YORK 11755 Planning Board 5.G.T.M.#: 1000-102-5-q.2 ISSUED FOR REVISIONS TtT:SE PLANS ARE AN 1NSTRurtW of PROPOSED MULTIPLE UNIT HOUSING FOR: PROPOSED DIMENSIONAL GONSTRUGTI ON SERVICE AND ARE THE PROPERTY .v: � � DATE: q-28-23 OF THE ARCHITECT,WRINGEIENT5 �/I SOS �; � �� PLAN, TYP I GAL GONSTRUGTI ON DETAILS GR ►MMAS CONSULTANTS No. DATE REMARKS No. DATE REMARKS HILLBEPROSECUTED. :ix� KOEHLER FAMILY LIMITED 1 5--7-24 PROGRESS 5ET - REVIEW SCALE. AS NOTED G �f , ,� F � � �, � � � ,� � � _ � �- �- ,� I N � GONTRPuGTOR SHAu.vERIFY ALL PARTNERSHIP DRAWING NO. FIELD CONDITIONS AND DIMEN51ON5 2 4-11-24 SITE PLAN SUBMITTAL AND sE RE5PON51BLE FOR FIELD 208 ROUTE IOci, SUIT1= 208, FARMIN60ALE, NEW YORK 11755 FIT AND QUALITY OF NIORK = LOCATED AT: DRAWN: B.J.A. N0&LOKANX:S SHiA-BE MADE �o. �ti " ' 645 NORTH STREET TEL.: 631-3q3--6805 FAX: 631-3q5-6808 IN BEHALF OF THE CONTRACTOR y ,, 02'7't '� CUTCHOGUE, NEW YORK, 11935 ' " P 2 ,a 0 FOR ANY ERRORS,ort155ION5, JOB NO: 2256 E-MAIL: NGDG � AOL.GOM N� NOR NEGLECT ON HIS PART. ` - -� I {I / \I lL/ \I\VI 1 11L VV1�1 - _ �- -�-- 1{1 / \I{L/ \I7V1 1 1\L VVI\I -_ �+ -� _i _ -_ ..� __ ' S40013%200"W _ 777 _ _ _ _ _ __ __ __ _ _ __ __ __ __ _ __ __ _ _ _492.43 v f x � F�' x m � ' c DRAINAGE CALCULATIONS v 3p Cq F<• x�, 10'fi D.W. CAPACITY 68.42 G.F. (VOL/1 FT.HT) (INS. DIA. q.33') TOTAL DEVELOPED AREA: 41,241.65 ,2 6 SF I j I NTCI 30,60' FRONT YARD DRAINAGE - TOTAL MULTI DWELLING UNITS Q NBC, 30,10' SHADED AREA OUTLINES Q AREA RUNOFF 2" VOLUME v PROPOSED OPEN SPACE: N ITEM -UNITS A 4 B (5. Fa FACTOR RAINFALL CU. FT. REQT - 20,077 SF. 1 PROVIDED - 5q�083.4 5F 0BUILDINC 1,688.46 1.0 0.17 287.03 II Lu PAVING 1,276A4 1.0 0.17 217.07 -- x TOTAL 2,g65.4 504.1 _ _ REQ,D• UNITS A � B RETENTION: 504.1 GU. FT. �1 O 504.1 / 65.42 7.36 8 L. FT. 6 I 1 NTCI 30.95' PROVIDE: 10' DIA. POOL, TOTAL EFF. POOL DEPTH = 8' L.F. 1 1 NBC: 30,45' I ITEM -UNITS G 4 D AREA RUNOFF 2" VOLUME \ (S. F.) FACTOR RAINFALL GU. FT. ;l 1 BUILDING 1,67q.38 1.0 0.17 285.4q " z PAVING I 76.g4 1.0 0.17 217.07 x _ _ ° " LOCATION OF a i PROP. SANITARY -'`, TOTAL 2 g56.32 502.56 z O %' FL: O SYSTEM (SEE ll O I NTCI 31, < , , % . 1 NBC: 30.75' I 1 v' DWG. 5P-4.0) ,- F<, 1 Q D. UNITS G D RETENTION: 502.56 GU. FT. _ \\ X`S' 31 502.56 / 68.42 = 7.34 = 8 L. FT. U I " \\ 1 J 1 I S ' x PROVIDE: \ � - � � (I) 10' DIA. POOL, TOTAL EFF. POOL DEPTH = 8' L.F. \ O i s1" O AREA RUNOFF 2" VOLUME ITEM -UNITS E ' ��--11 (5. F,) FACTOR RAINFALL CU. FT. '----------- ----------- ----------- i -----------I ----------- PROP. GA5 1 W I ______ ' ; I ------ SERVICE LINE NTCI 31.45' BUILDING z ' 1�OP. FIN. I=Ll. 1 i 1 1 1 i I i 848.02 0.17 144.16 1 I � I I GAS-GAS-GAS-GAS-G S-GA -GAS 3�,9 5' s 1 I EL.: 31.50' } } } i " " " " a " PAVING 637.05 1.0 0.17 108.2q PROP. METER UNIT UNIT B UNIT G 1 UNIT D UN I T VAULT O TOTAL 1,485.07 252.45 I 1 ' SHUTOFF VALVE 1 O � REQ'D• UNIT E RETENTION: 252.45 CU. FT. I i i i i I ►11 252.45 / 68.42 = 3.65 = 4 L. FT. I PROVIDE: -a-i i i -- i ---i i i--- i i r -= i NTCI 31.65' (1) 10' DIA. POOL, TOTAL EFF. POOL DEPTH = 4' L.F. 1 _ -------------- ----- ------------------ _ ------ ------ _ 1 v NBCI 31.15' L _J L - _ J I I I I I I I 1 1 W REAR YARD DRAINAGE - TOTAL MULTI DWELLING UNITS I I SHADED AREA OUTLINES ; ; / �� p0 AREA RUNOFF 2" VOLUME PROPOSED OPEN SPACE O ITEM -UNITS A (5. Fa FACTOR RAINFALL GU. FT. I I d' BUILDING 837.83 1.0 0.17 142.43 co nt OI ,0 \1 /0 w'0 ?� LOCATION OF NBC: 3 5' 1 - ` Id+ NTCI 32,00' PAVING 144 1.0 0.17 24.48 TEST BORING iZ 31. TOTAL g81.83 166.q I -- - -- -- -- -- --�-- -- -- -- -- -- -- -� -- -- -- -- ----- -- -- -- - - -- -- -- -- -- -- -4 - -- -- -- xEL; 1,8 REQ'D. UNITS A RETENTION: lbbAl GU. FT. S40013'10"E o 503 40 Ibb.gl / 68.42 = 2.43 = 3 L. FT. 00 0o j� i� lnin oo oC � U-) r- N 11U7o I� o MCO � � o Lq .-1 1,D w r- � co m m 1 PROVIDE: m m m m C_jm m CY5m m m m m N m N m M m m m e r' m co m m NTCI 3 2,0 0' (1) 10' DIA. POOL, TOTAL EFF. POOL DEPTH = 3' L.F. � � � � � � � � M � Mc� � � NBC: 31,50' UU C) U UU UU UU :: I-- Pq I- P P � F� � � ~ ~ a' ~ a' ~ Pq ~ ITEM -UNITS B 4 G AREA RUNOFF 2 VOLUME z z END OF z z z z z z z z z z z z z z z z z z z z z z <; (5. F.) FACTOR RAINFALL CU. FT. PROPOSED �<, PROPOSED 0 GRETE CURB 4 x PROPOSE GRETE CURB �`� �1�1- BUILDING 1,657.5 I.O 0.17 281.77 �1 CONCRETE CURB PAYING 288 1.0 0.17 48.g6 x x � x x x x� TOTAL I,g45.5 300.73 NORTH STREET ��9 ��1s- �110- �19s- REQ'D. UNITS B 4 G RETENTION: 300.73 CU. FT. 300.73 / 68.42 = 4.311 = 5 L. FT. PROVIDE: N A PROPOSED GRADING & DRAINAGE PLAN - ° 20' 40' (1) IO' DIA. POOL, TOTAL EFF. POOL DEPTH = 5' L.F. Scale. 1 - 20 0 ITEM -UNITS D 8 E AREA RUNOFF 2" VOLUME (S. F.) FACTOR RAINFALL CU. FT. TYPICALD RY WELL BUILDING 1,657.5 1.0 0.17 281.77 PAYING 288 1.0 0.17 48.gb I, .5 300.73 10" REINFORCED TRAFFIC BEARING SLAB ALLOW 4" FOR FINAL TOTAL g45 TO CARRY H-20 LOAD WITH AN OFFSET ADJUSTING OF GASTIN6 Q'D. UNIT D 4 E RETENTION: 300.73 CU. FT. OPENING. 300.73 / 68.42 = 4.3q = 5 L. FT. CAST IRON COVER GRADING & DRAINAGE NOTES ROOF DRAIN GRADE PROVIDE: (PROVIDE: 6"(P, J" PVG (I) 10' DIA. POOL, TOTAL EFF. POOL DEPTH = 5' L.F. PIPE, 5DR #35) 12" I. CONTRACTOR 15 TO FAMILIARIZE HIMSELF AND ACKNOWLED6E \1 2411 HI5 FAMILIARITY WITH ALL THE GENERAL NOTES, AS WELL AS TOTAL STORM WATER POOLS REQUIRED: ANY AND ALL DRAWING SHEET 5PECIFIG NOTES BELOW. (1) 10' DIA. POOL, TOTAL EFF. POOL DEPTH = 3' L.F. OPENING (I) 10' DIA. POOL, TOTAL EFF. POOL DEPTH = 4' L.F. O 2. CONTRACTOR SHALL FURNISH AND INSTALL ALL UNDERGROUND (2) IO' DIA. POOLS, TOTAL EFF. POOL DEPTH = 5' L.F. CONDUITS AND/OR PIPING FOR ALL NEW UTILITY SERVICES (2) 10' DIA. POOLS, TOTAL EFF. POOL DEPTH = 8' L.F. Lu IOV POOL X EFF. DEPTH ° (GAS, WATER, ELEGTRIG, TELEPHONE/CATV) IN ACCORDANCE NOTE: (SEE LOT DRAINAGE ® ® < 3 WITH UTILITY COMPANY STANDARDS AND GUIDELINES. ALL NEW STORM WATER DRAINAGE WELLS AND CATCH GALCULATION5) ° ° y v BASINS TO BE INSPECTED 4 GLEANED AT THE COMPLETION 3. CONTRACTOR SHALL ADJUST ALL REMAINING STRUCTURES TO OF ALL WORK. �i MEET PROPOSED GRADE FLUSH. WARPING OF PAVEMENT BAGKFILL WITH GLEAN SURFACE TO MEET EXI5TIN6 STRUCTURES SHALL NOT BE NOTE: GRANULAR MATERIAL ALL ® ® ® ® PERMITTED. IF STRUCTURES CANNOT BE ADJUSTED TO MEET CONTRACTOR TO MAINTAIN ALL SEPARATION DISTANCES AROUND BA51N FOR FULL A GRADE FLU5H, CONTRACTOR SHALL CONTACT THE ENGINEER BETWEEN STORM WATER DRAINA6E WELLS, SANITARY DEPTH. OF RECORD IMMEDIATELY IN WRITING. SYSTEMS AND ALL UTILITIES AS REQUIRED. z 10'-011 (V GROUND WATER NOTE: GONTRAGTOR MUST LOCATE 4 IDENTIFY ALL UNDERGROUND PIPES, WIRES UTILITIES BEFORE GOMMENG I NG WORK. :INTERCONNECT NEW POOLS AS 5HOWN ON PLAN tt�� I:LAYOUT OF POOLS ARE ARBITRARY �° \/ED PROPERTY OWNEWAPPLICANT: :RETAIN STORM FLOW OF 2" PER 50. FT. � APR 12 2024 KOEHLER FAMILY LTD. PARTNERSHIP NOTE: ALL PROPOSED DRYWELL5 NOTED FOR RE51DENTIAL LOTS TO BE INSTALLED AFTER MAJOR 108 ALLEN BLVD. BUILDING CONSTRUCTION 15 COMPLETE. Southold Town FARMINGDALE, NEW YORK 11755 Planning Board S.G.T.M#: 1000-102-5-Q.2 ISSUED FOR REVISIONS THE5E PLANT �AN INc. T OF y;' 'e e.i rs r� +• PROPOSED MULTIPLE UNIT HOUSING FOR: PROPOSED GRADING � DRAINAGE PLAN .. ..t -'- �DT DATE: q-28-23 5ERVIGE AND ARE THE PROPERTY g"° 05 i=• TYPICAL DRAINAGE DETAILS, DRAINAGE C- dC GRi�MMAS CONSULTANTS oF THE ARGHITEGT,INFWNGEMENTS �� a� KOEHLER FAMILY LIMITED � �''� w CALCULATIONS, NOTES NO. DATE REMARKS NO. DATE REMARKS R S w1u.� �• �� v° �rr _ � SCALE: AS NOTED ARCH I 1 f I_. T' L, K � # r N G I N � I^ K I N G 1 3-7-24 PROGRESS SET - REVIEW CONTRACTOR5HALL�IFYA-I- � � 3 �4 � � PARTNERSHIP DRAWING NO. FIELD CONDITIONS AND DIMEN51ON5 ..1 2 4-11-24 SITE PLAN SUBMITTAL AND BE RE5PON51BLE FOR FIELD =_ 208 ROUTE IOCI, SUI"fE 208, FARMINGDALE, NEW PORK 11735 FIT AND QUALITY OF WORK. l�r �`Z LOGATED AT: DRAWN: B.J.A. ' ' No ALLowANGEs SHAD BE MADE 645 NORTH STREET ��. �, TEL.: 631-3Q3-6805 FAX: 631-5q3-68O8 IN BEHALF OF THE CONTRACTOR - 1 �' 000 CUTCHOGUE E-MAIL: NGDG AN ® AOL.GOM FOR Y ERRORS,OMI%10%, , NEW YORK, 11935 NOR NE6LEGT ON HI5 PART. JOB NO: 2256 N/O/F ; N/O/F ; N/O/F Q Q w WYANDANGH RE CORP. WYANDANGH RE CORP. I WYANDANGH RE CORP. tu L ~ -- S40013_20"W- - -- - - _�- - -- ------ - -- -- -- -- - - - -1 - -- -- - - _ _ _ 492.43' < < — — — — PROPERIY_LINE — — I ,, ,• ;; ,;,;, ;;;;, ;; ;,".. , ;,, ;; ;- ;„ �<, Q �l x F x F� EXIST. x LL x LL �f, <; 3p v'p� x F< UTILITY �� O Z I+ co[' �' �p� POLE o 50% Lu EXPANSION', POOL 3 �— n :— n MIN. LEACHING 8 0 10 0 POOLS MIN. TO PROPERTY LINE SHADED AREA OUTLINES Q d'' O v PROPOSED OPEN SPACE: Lu 2 p � REO'D. - 20,0?7 5F. �l s z l PROVIDED - 5a,083.4 SF CL v w J TANK SEPTIC w 0 ;x F<: O Z Z a a FUTURE �'� `\\ --� W v EXPANSION \ I W a POOL r " 10' DIA. WATER SERVICE `, LEACH POACHING I MULTI UNIT HOUSING w FRESH AIR VENT NORWECO I/A O O GAP w/POHT AT 15" OWT5 SYSTEM O ► Z F<; ABOVE GRADE < x t128 p PROPERTY LINE _ F i * � '-2" 3 EXIST. F<, x 1 ' UTILITY ' � ' �p 0. 0 I ; Q POLE ROAD +'PROP. IN. FLR. � ------ GAS—GAS—GAS—GAS—G@I�S—GA —GAS GAS " " " " — "(NOT TO SCALE) EL.: 1.50' w0 1 0 ------ ------ PRTYPICAL PL0T PLAN F VALVE ; v 0 SANITARY SYSTEM NOTES I --- --- --- --- --- SANITARY SYSTEM TO BE AS MANUFACTURED I BY. O U - NORWEGO 51 N&ULA I R B I O-KI NETI G WASTEWATER TREATMENT SYSTEM OR �' Q APPROVED EQUAL. 2- THERE WILL BE NO INDUSTRIAL WASTE INTO � S � SHADED AREA OUTLINES _ a THIS SYSTEM. I' PROPOSED OPEN SPACE I_ 'Al _ I ` 3- THERE WILL BE NO CONTAMINATED WASTES _ jp RETURNED TO THE SOIL. LOCATION OF 4- MAINTAIN CLEARANCES AS SHOWN ON PLAN. 10' O © © TEST BORING Iz 117 5- 6ROUND WATER: WILL BE IN EXCESS OF 17 � ' �,� � 3 FT. BELOW THE SURFACE. "--- - " - -= -- =- -- -- -- -- =- = -- " -- -- -- -- -- -- -�--- ----- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- - -- -- -- E�, 0' o � '�, 1 g, APPROX. 6- MAINTAIN 10'-0" MIN. CLEARANCE BETWEEN S40 13 10 E xE� of EXIST.LOCATION 25 503.40 HYDRANT WATER LINE AND ANY T O T N ROAD EXIST. UTILITY E- SANITARY SYSTEM OR DRAINAGE Z STRUCTURE. POLE <• Q Y WIRE 7- LAYOUT OF UNI r5 TO BE AS SHOWN OR • END OF x SIMILAR IN PLAN DEPEND I N6 ON FIELD PROPOSED c`� PROPOSED Q GRETE CURB PROPOSE ONGRETE CURB F �1cJ X Q ` CONDITIONS. EXIST. EDGE �<: CONCRETE CURB �' < 1' — u- 8- THE GONSTRUGTION OF THE PROPOSED OF PAVEMENT 01, �� '�� 185, 18 LLa O SANITARY SYSTEM 15 TO BE CERTIFIED BY x 81, x 6, N 0 R T H S T R E E T x�< 8S xF<; x�'<, xF<, A LICENSED PROFESSIONAL EN61 NEER AS 1? 1?1 BE I NO INSTALLED IN CONFORMANCE WITH `��� ��o 10- THE APPROVED PLANS. �' 1 N A PROPOSED SANITARY SYSTEM PLAN Scale: 1" = 20'-0" REMOVABLE MIN 20" DIA CAST IRON FRAME 8 INSPECTION AERATOR COVER SET COVER AT GRADE. COVERS TO SAN I TARY SY�,TEM GALGULATI ONS GOVER5 ABOVE GRADE BE WATER 4 INSECT TIGHT GROUNDWATER MANAGEMENT ZONE IV REMOTE SAMPLING PORT FIN. GRADE FRESH AIR FIN. GRADE 5GDH5 PROJECT DENSITY LOADING 4 DESIGN SEWAGE FLOW RATES - VENT PIPE EL ±23.4' TABLE I - PRECAST 2'-O" MAX CHIMNEY DEPTH. HOUSING UNIT BETWEEN 601 S.F. - 1,200 S.F. GROSS FLOOR AREA, FLOW FROM GONG. DOME ------- ----- HYDRAULIC LOAD = 225 d/s.f. GLEAN OUT - gh PITCH I/8" PER FT. MIN. PIPE BACK (5) HOUSING UNITS ® 225 gpd/5.f. = 1,125 gpd PITCH I/4" PER FT. - — — °O °O D Oo o TO SAMPLIN °�°O o PRECAST CHIMNEY INV. + 21.Ici INV. +20.r-i4 Ox Woo 0 °° 0°8 POORT O O oog PROVIDE: NORWEGO SIN6ULAIR B10-KINETIG WASTEWATER TREATMENT ° °° °°° °° °°° 08 0 06 SYSTEM, MODEL q6O-1200 6PD. RATED CAPACITY - 1,250 gpd, 4" DIA TRANSITE PIPE 0 ° 0 6:: °0%0 ° 80 61: °0� EL Ici.25' TOTAL SYSTEM CAPACITY 2,850 6ALLON5 NOTE: RUN TWO 4" PIPES OUT OF INV. 20.25'O°° ' °O°co o° q, O°°°�P co o°O° ° q, SAMPLING PORT, ONE TO EACH O°o''°O I O'-O"fi ° 0 O O°ds°O ° 00 MINIMUM REQUIRED I_EAGHIN6 AREA FOR LEAGHIN6 POOLS IS 300 S.F. LEACHING POOL. o0°1O o0�°° oO°� o0 PRETREATMENT . O LEACHING °O . O 0 °O DES 16NED TO RECEIVE ONE FULL DAYS HYDRAUL I G FLOW CHAMBERS EXTENDED °°o°CP POOL o.0 °O °°o° o o.O °0 AERATION °O °O ° � ° ° ° ° 10'-0"0 ° 0° O CHAMBERS °O ° ° ° LEACHING °o ogof0 cV PREFABRICATED O °0° °o o° ° o 0 0° ° o Q TOTAL DAILY HYDRAULIC FLOW = 1,125 gpd O °° ° � °° NORWEGO 51N6ULAIR o O 0�00 0 O POOL �o° RECEIVED 1,125 gpd / 1.5 coal/s.f./day = 750 s.f. SIDE WALL REQUIRED y, 5-�y, -�R ° q, °°°o° °O �°o0 ----- 750 s.f. / 31.4 !3.f./ft. = 23.88 LF. = 24 LF. MINIMUM, 10'-0" DIA. POOLS TREATMENT SYSTEM o�oo0 o�°° 0 °000�op o°° 0 APR 12 2024 3'-O" MIN. GLEANo 0 °° ° EL 1.25 PROVIDE: (2) 10'-O" DIA x 12'-O" EFF. DEPTH LEACHING POOLS SAND AND GRAVEL ° 00 Oo Oo Oo O 0 CP o0 po 00o`' Oo O BOT OF POOL u _ _ COLLAR (TYP.) ° ° o °�Q'° °�� °� ra�'"�� °° ° ° °�Q'° � °OpQ o 0 02 a-�' ° �: Planning 00 ° oo �ooO ooO�ooO oo �oo 0o Cb O O 3-O MIN TO g ° ° ° ° °O °o ° O ° °°°O ° ° °�9° °O ° °O° ° °O ° ° °0 °° o O °°° O ° ° °�° ° 2 x 12 -O - 2�1 LF. - 24 LF. (old °o ° O ° ° O °o ° ° ao ° 0 ° ° ° °o ° ° o ° ° ao ° ° o ° ° _ °°o00a°a00°o°o00°,°°pOo°°00&°oo6 'o o °°o00o o00°o°o00°o°°pOo°°00-000�100° GROUND WATER EXPANSION CAPACITY: (1) I O' DIA x 12'-0" DEEP LEAGH I NS POOLS PROPERTY OWNER/APPL I CANT: TYPICAL SECTION THRU SANITARY SYSTEM 4 DIA CROSSOVER PIPE, SET BASE OF PIPE AT MAX I/2 OF EFFECTIVE KOEHLER FAMILY LTD. PARTNERSHIP DEPTH OF LEACHING POOL 108 ALLEN BLVD. FARMINSDALE, NEW YORK 11755 S.G.T.M.#: 1000-102-5-Q.2 ' ISSUED FOR REVISIONS .II4E5E RANS ARE AN IN5TRUMENT ,. . ,. ., PROPOSED MULTIPLE UNIT HOUSING FOR: PROPOSED SANITARY SYSTEM PLAN, SERVICE AND ARE THE PROPERTr Y, DATE: q-28-23 SANITARY GALGULATIONS, SEGTION df ' GRAMMAS CONSULTANTS No. DATE REMARKS No. DATE REMARKS HI BE PR05EXITD. '"` � 'v�`'���as F, a KOEHLER FAMILY LIMITED DETAILS, NOTES I , ' SCALE: AS NO A,R C H I T I» t"' T U R. e 4 e N G I N Iff I~ R I N G I 3-7-24 PROGRESS SET - RED/IEW GONWAGTORSHALLVMFYA� ' � � PARTNERSHIP DRAWING NO. FIELD GONDITION5 AND DIMEN51ON5 2 4 I I-24 SITE PLAN SUBMITTAL AND BE RESPONSIBLE FOR FIELD 208 ROUTE IOCI, 5UI77E 208, FARMINSDALE, NEW YORK 117 -35 FIT AND QUALITY OF WORK _\ % LOCATED AT: DRAWN: B.J.A. TEL.: 631-3Q:5-6805 FAX: 631-3q3-6808 IN�I�" OF� 1 .�'t��. 645 NORTH STREET FOR ANY ERROP5,OMI%IM, CUTCHOGUE, NEW YORK, 11935 JOB NO: 2256 DWALTOR E-MAIL: NGDG ® AOL.GOM ��.� S P NOR NEGL.EGT ON H15 PART. 4 ,a 0 2#12, #12 GRD 4" DIAMETER ALTERNATE INLET LOCATION REMOVABLE INSPECTION COVER AERATOR MOUNTING CASTING AND COVER CAST-IN-PLACE IN 3/4" PVG GONDUIT 120 VOLT, IO SERVIGE TO NORWEGO INLET LINE WITH CAST-IN-PLACE HANDLE WITH FRESH AIR VENT ASSEMBLY RECEIVING FLANGE CONTROL PANEL 2#12, #12 GRD IN 3/4" APPROVED SEALANT OR PVG GONDUIT SEALING DEVICE \2 NEki A BIO-KINETIC® SYSTEM I POLE BREAAKER o 20 LOCKING LUGS I, _ NORWECO I�11i1� I�1111�I NORWECO CONTROL UTILITY c, AERATOR PANEL I m 4" DIAMETER C RCU EFFLUENT LINE G c BREAKER METER A o �� �n fA PANEL SOLVENT WELD NORWECO NORWECO EXI5T. INGOMINC7 ° CONNECTION AERATOR CONTROL 5ERVIGE IOOA, Ind, ° BIO-KINETIC® SYSTEM PANEL 120/230 VOLTS MOUNTING CASTING \� �� �� \ � — NEW 20 AMP, AND COVER i POLE BREAKER GASKETED DISCHARGE EXIST. W G D E FINAL CLARIFICATION FLANGE ASSEMBLY # GROUND ROD CHAMBER N#12, #1 PVG�GONDUIT 120 VOLT, 105ERVIGE TO NORWEGO ALTERNATE INLET PRETREATMENT F SINGULAIR® TANK OUTLET COUPLING GONTROL PANEL 2#12, #12 6RD IN 3/4" LOCATION CHAMBER TO 4 DIAMETER EFFLUENT LINE PVC, GONDU I T GENERAL NOTES: EXTENDED AERATION CHAMBER PLAN VIEW I. BURIED ELEGTRIGAL POWER GONDUIT5 SHALL BE A MINIMUM OF 24 INGHE5 BELOW GRADE. BIO-KINETIC® SYSTEM 2. ALL ELEGTRIGAL WORK TO BE PERFORMED IN AGGORDANGE WITH NEG. DISCHARGE DETAIL OPTIONAL BLUE CRYSTAL® CHLORINATION SYSTEM OPTIONAL BIO-NEUTRALIZER® BIO-KINETIC® SYSTEM MOUNTING SINGULAIR®AERATOR NORWECO FRESH AIR VENT ASSEMBLY DECHLORINATION SYSTEM CASTING AND COVER VENT TRAP PIT WITH 3/8" (SEE NOTE 1) CLEAN CHECKERED PLATE & BIO-KINETIC® SYSTEM FIRST FLOOR OUT #1 ANGLE FRAME AERATOR MOUNTING CASTING LOCKING LUGS FINISHED CLEAN OUT #2 BIO-KINETIC® SYSTEM GRADE UNDERGROUND POWER SUPPLY ENTRANCE MOUNTING CASTING (SEE AERATOR MOUNTING AND INSTALLATION DETAIL DRAWING) SOLVENT WELD BUILDING V10 FOOTING \ � \/ CONNECTIONINV. +22.4' INV. +21.49'— +I TO DRAINAGE 6" D. CAST IRON SYSTEM PIPE TYPICAL CLEAN OU T DETAIL P G�. x N s 600 60° FEMALE PHONE OR p D D D wOgr .nt, D p G°V T 4 AUX/ AUX2 AUX3 , • G O 600 77 1. r _4� po �. C4 G '„q o pa G q� C; - PH°"f OR Z ='�W"� PHONE OR ' w BIO-KINETIC® SYSTEM OUTLET END VIEW w NETWORK / = E D PRETREATMENT CHAMBER � FINAL CLARIFICATION CHAMBER MALE PHONE � c� z CAST-IN-PLACE AERATION NOTE: TOTAL SYSTEM CAPACITY: 2,850 GALLONS EXTENDED AERATION CHAMBER OR CHAMBER TRANSFER PORT BIO-STATIC® SLUDGE RETURN RATED CAPACITY: 1,250 GALLONS PER DAY 115 VAC, 15 AM WIRED INTO P SECTION A-A SEPARATE CIRCUIT TO AT MAIN ELECTRICAL SINGULAIR AERATOR PANEL AERATOR CRITICAL DIMENSIONS GENERAL NOTES: BLACK BLACK IN 11-0" QN 01- 3" O SINGULAIR®AERATOR,AS TESTED AND ACCEPTED BY NSF. WHITE GREEE NOTE: PRETREATMENT CHAMBER MINIMUM REQUIREMENTS SHALL BE: 1,250 GALLONS CAPACITY, © 2'- 9" �O 0'- 6" 16 GALLONS PER INCH OF LIQUID LEVEL AND 12 INCHES OF FREEBOARD. CIRCUIT BREAKER NOTE: FRESH AIR VENT PIPE MUST BE SECURED AGAINST A STRUCTURE OR PROVIDE A FIXED © 21" 8" © 01- 2 Y" FALL THROUGH SINGULAIR®PLANT FROM INLET INVERT TO OUTLET INVERT IS FOUR INCHES. INLET INVERT IS TWELVE POST TO PROTECT VENT PIPE ❑D 3'-7 01'-4" INCHES BELOW TANK TOP. O GFCI OUTLET NOTE: SOME CRITICAL DIMENSIONS ARE INTENTIONALLY LEFT BLANK TO BE DE 21- 3" ® 51- 8" FILLED IN PER INDIVIDUAL JOB SITE SPECIFICATIONS. Q ON DEEPER INSTALLATIONS, PRECAST RISERS MUST BE USED TO BESIDE i INSTALLED ❑F - 3 ❑S 7 - 0 EXTEND AERATOR MOUNTING CASTING AND BIO-KINETIC®SYSTEM © '- oil 1'- off MOUNTING CASTING TO GRADE. INSPECTION COVER ON ❑H 0'- 3" 51- 6" PRETREATMENT CHAMBER MUST BE DEVELOPED TO WITHIN TWELVE INCHES OF GRADE. ` IO 1'- offNORWECO ELEC CONTROL "SERVICE PRO CONTROL CENTER" WIRING Ow_ 31' ® ® TANK REINFORCED PER ACI STD. 318-05. DIAGRAM ❑K V- 0" ❑X © REMOVABLE COVERS ON RISERS WEIGH IN EXCESS OF © 0'- 2" Q V- 8" SEVENTY-FIVE POUNDS EACH TO PREVENT UNAUTHORIZED ACCESS. © CONTACT THE LOCAL, LICENSED SINGULAIR®DISTRIBUTOR FOR ELECTRICAL REQUIREMENTS. RECEIVED PROPERTY OWNER/APPL I CANT: APR 12 2024 KOEHLER FAMILY LTD. PARTNERSHIP 108 ALLEN BLVD. __ Southo1d Town FARMINGDALE, NEW YORK 11- 55 Planning Board 5.G.T.M.#: 1000-102—5—q.2 ISSUED FOR RE115IONS THE5E PLANS ARE AN INSTR[ff NT of �, � yu a� ;�� PROPOSED MULTIPLE UNIT HOU5INCG FOR: DATE: q-28-23 NORWEGO SANITARY SYSTEM DETAILS, ffl;MCZ MV ARE THE PROPERTY ��`' dos �= �. DIAGRAMS, ELECTRICAL DETA I L5, NOTES ° R �MMAS CONSULTANTS No. DATE REMARKS No. DATE REMARKS HI BE _ d KOEHLER FAMILY LIMITED • �s SCALE: A5 NOTED R C II I I 4. I U i 4 ff N G I N t f K I N G 1 5-1-24 PROGRESS SET - REVIEW FIELDCMT IT10%MVi�;� PARTNERSHIP DRAWING NO. 2 4-11-24 51 TE PLAN 5UBM I TTAL AND M RE5PONSIBIF FOR FIELD ,�. 208 ROUTE IOCI, SUIT-E 208, FARMINGDALE, NEW YORK 1 I135 FIT AND QUALITY OF H0Rr, ^��+ LOCATED AT: DRAWN: B.J.A. NO ALLOHNCZ5%IAL-BE Mk)f: '�� �� � 645 NORTH STREET TEL.: 631-3qO-6805 FAX: 631-3a3-6808 IN FOR oM55II TOR CUTCHOGUE, NEW YORK, 11935 E—MAIL: NGDG ® AOL.GOM NOR NE6LEGT ON HIS PART. JOB NO: 2256 SP - 4o 1 i PLANT KEY w w 0 0 wz w w CD L W 0 Q • EXISTING TREE W W `Y W w W `Y W w w w W �€' W a' w v' W W w a+ w W w `I� w W w W Y W E X 19'T. a (n jW W w w w W W `L w d' w W w W w W w W w w a ••Y a� •Y a' w a- W a W c `t• w w v• w w w �' w w W a' W w `Y w W v' w �E.' *Y W w a+ w W w w w a' w 'y W `i' UTILITY 'W X �j w `y w a •Y W w W w w w w W w 11, W `Y w a 'd `t w J' w w `Y W a' W `Y w J w V - W a' W v w w w W w `y w a' `Y w 'b P O LE w/ w /� ✓ a W r w w w W `✓ W w W w W w W w W a• w W *L a' W J•' Y a+ W J w a �• a `✓ L v 'W w `b a• w w 'L w W a' W a W a *L ^6• W J' W W w W •i+ a' w .!' w w w W a+ w 1• W w a^ Y W b W Y w w W w W L w Y w w w i• w y' w W w L W i' w W Y L w w � € d+ w a• w `b w W w w w W w w w W J. W a• W w w a' W a' `Y J:' w a w a W w 'w' " ^b `:' w `b '✓ w `v W W w W w W a' ^Y a +ir v w a+ •Y ar w W •Y w w W W w w W w w / Fr1 > + PROPOSED T R E E w W w v b W w W W W W W w w aL W W w L' w W L W 3 w `L' w W a' w W w W b W Y a' Y w W W w W W W w w w w ti w a w i• w W w W 1 w w W Y w w w W w W w W w W w w W W w W w w 4• a•' ••Y a3 W w w w 'v w J. w 'a' w w w w W W '•L a W w W J *b a ,,y a W a w a' w W w W w W w W w W w y w / Ly- < 3 %•Y W W w W W w W J' W w w w W w W `b W w w a: `:✓ a' w *;+ `:' J' w a w a w a' +,L,r r.,.;.y y-,rc cr':, '.K;>r�:;nV - Y W S w •b w '•✓ W w w `Y `€• ti4 v , w w '+f• w y w W w W w a W W w W W 1 F. ,..t.•., iyJ i J+ b ........-........,y.................,, . w -,� � ;• w `�--- w- --t' v W w Y -at ,. a w ~ .. .�-. .r---�- a+ -`�'---�---ter-- W �-- --��--v---w a. _,,,��;._ �.€, a ..:_ .v_ a, __v,__ _.:,... y �,..- .... ..0 w W w w / 6 WALNUT ja+ w J^ W a' Y W W w w W w W w W W W a W w W v a w w a w J w J^ w a a' t w Y W y w Y W Y w a' w w w w w w W w a^ W J' W W ! •Y W w i/ M ; d' J W w W w w a' W ai ^Y a' W a' ✓ J w J' `Y a' v w w w ••✓ w W a• W w W w W a' ^Y a 'Y a •Y Jr w W •Y a• w a '✓ d• `:r w w W w j 0 '. /`Y d• + v a' `V V w w •Y W `1' W w W d' W a' w w W W w ar W a w *:' w a w J w J• w J ^€• w 'y v y J' w w S' w a• W '•!' W +: w `:+ , w `✓ w •€ wi. W b' Y W w W Y W w W/ I w v `i r w W w 'Y w w v' W a• `b a' `b d' W `L .y �€' W `4' '•Y a' W W •b w W w v w •✓ w w `✓ •v w W w W a^ •L w W w w � w a• •Y a' W a' W W w W w W w '{ w w b j i W w It/ w �. `Y W w �•E+ w W w W a' w a' W `b W a' w .v w `L x+ w 'd w 'a• w •,y w `I+ J• w w L `F `L ^t w `b' •Y •Y W `€.' W w `Y w w a w *; w *1+ w ^•Y w '*1+ w w J. W `Y W �' �, PLANT NOTES_: �� j `.€' y w w w ••i• W w w w W b J: '€' J-' w of w y •.6' a' `!' '`Y W '✓ J- w w w J' w b v �.^ •✓ w �• •b d' w a_ W a' w J W •t • •b a ••4, a ^b W `Y w w W 'Y W w w w W `i / w w y J W a• W Y W a• W W W W w w a' w W W W w W W W J W w W a a y w W J= W f w a' w w w y W W 1. ALL PLANT MATERIALS SHALL BE NURSERY GROWN AND CONFORM TO "AMERICAN STANDARDS / W w 4+ w w w Y w w Y a: w a' w w w a w , w s i FOR NURSERY STOCK"(ANSI Z60.1). Fes- /// / �/ ' ` '1,�+ //%/////////////////l////�/////J%///�////�/////�///��////�///� ';�////;//////////y////�///� � w Y w w w w €' w w i 2. THE CONTRACTOR SHALL FAMILIARIZE HIM/HERSELF WITH LOCATION OF MECHANICAL EQUIPMENT EXTENT OF CLEARANCE AREA 3 CC m AND UTILITIES,EXISTING OR PROPOSED,IN THE AREAS TO BE PLANTED. / / � I r� j wj w L w w w w W W W W a' w a' `' W W J+ ` W w j , 3. VERIFY ALL GRADES,DIMENSIONS,AND EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES w a' Y a W W w w w a w a t w a TO THE LANDSCAPE ARCHITECT, 4. STAKE OUT LOCATION OF NEW PLANTS AND OBTAIN APPROVAL BY THE LANDSCAPE ARCHITECT a w W w w w W w w a W a• w a• Y Y a' W y a w j 1' ' �� LAWNX I r'1 1 m BEFORE PROCEEDING WITH THE WORK. / CLEARANCE AREA tI �+' �.a / w w `b a' w J•• W a' W `L• W `.' W 'L w `: v w a: / \; f \ /` / I U 5. PLANT MATERIAL SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE LANDSCAPE /€' W O- � W w a "' `" � NATURAUWILD€VEGEdTATION TO REMAIN W a w a W a w W j LAWNZ ` f m ARCHITECT AT THE NURSERY AND AT THE SITE BEFORE PLANTING IS BEGUN. W I'°�l W w W W W `€' W 4 W a w `€' w •L w ti• W a+ w d' w `L w vv �,� % E LIJ G fr W 6. ALL PLANT BEDS AND TREE SAUCERS SHALL RECEIVE 2"OF DOUBLE SHREDDED BARK MULCH IN /W W a.' w w W w a' .;• a: a. w w w w a' w W w •`'� ACCORDANCE WITH ATTACHED PLANT DETAILS w w W a a y a y y f• W W c. w a' w a W. % 0 �' 11 O `' �r 0 � � � z v., W W li)i t W W w �• w 4' w a ✓ a^ Y a' w a• Y J^ Y W % �` ROPOSED `"""/ 7. ALTERNATELY SPACE "STAGGER" PLANTS IN BEDS UNLESS OTHERWISE NOTED. / ^y c� 4° Y a' y J' w a w W W € W w Y w W W w j/) i ` PRIVACY FENCE 5 IGC I u ® 8. SCARIFY ROOT BALLS REMOVED FROM CONTAINER GROWN STOCK PRIOR TO PLANTING. / c % J' w W w a° a` w a^ w i^ w W W W w t: Y W jI (TYP.) 9. NO PLASTIC,NON-ROT BURLAP OR TWINE SHALL BE USED ON THIS JOB. EXIST. UTILITY POLE U) / 0 a' Y w w w C 10. EXISTING PLANT MATERIALS SO INDICATED TO REMAIN AND BE PROTECTED WHICH ARE INJURED j ( 0 OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AND SHALL BE OF THE SAME SIZE AND VARIETY AS THOSE DESTROYED OR DAMAGED. w/ 0- / 11. NO EXISTING TREES ARE TO BE REMOVED UNLESS AS NOTED ON THE DRAWINGS AND APPROVED d+ a w w W a+ W J' ^•Y a' w , W f• w v' w J-� w 'b w ';+ d '�v W W to �// BY THE LANDSCAPE ARCHITECT AND OWNER. / a- W w W w w a•' W *,' w a: w a• w •s• `Y v' w a_ �+ w Y Jr w W w W % S„ / W W a W W W w Y a' Y a w d w i' v w v y b j f 112. NO SUBSTITUTIONS TO BE MADE WITHOUT WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. w w v w e J w w w L a b W b w w ) I { 13. ALL PLANT PITS TO BE BACKFILLED WITH 2 PARTS EXCAVATED TOPSOIL MIXED WITH ONE PART a W a w w d y J Y a' Y a' W a• w a 12 DH F ; ® COMPOST. ADD BIOSTIMULANT(PLANT HEALTH CARE INC.-BIO PAK,ROOTSAVER OR EQUAL)AS W W c' W w v v W y �, w a b w b a Y a• aJ' PER MANUFACTURER'S RECOMMENDATIONS. SUBMIT SOURCE OF COMPOST AND BIOSTIMULANT I PRODUCT FOR APPROVAL BY L.A. "J v `:✓ w W b y W b I I 14. ALL PLANT MATERIAL TO BE GUARANTEED FOR 1 YEAR FROM DATE OF INSTALLATION AND f I j' WRITTEN ACCEPTANCE BY LANDSCAPE ARCHITECT. �L J `Y J• `b a' W a •b' a• `Y a w `€• 'Y W W W •Y J, `.y w a' w `i' w a' w / re I s •w w i' d' w w W W W a' v' a a' W ' 15 IF ANY DISCREPANCY EXISTS BETWEEN PLAN AND PLANT LIST, LAN SHALL GOVERN ARA P + ++'+."; + I � � 16. EXISTING TREES NOT INTERFERING WITH NEW CONSTRUCTION AND IN GOOD HEALTH SHALL / W a+ W `L W w W w a W `� �+ w W J ,y w W � w a' W J J• �,,..,, ,,� � + �0 0 ,+ + + , } + } } +, O O O } + } + i REMAIN. j L W W ai w a' w W J• w a •b W w W W W a• w w '✓ W . a ^€' PMF _ O 17. PROJECT SITE SHALL BE KEPT WEED FREE DURING THE CONTRACT PERIOD. PROPOSED OPEN SPACE / 3 PL 10 OS 10 OS =" Ffl 10 OS 7 PL 10 OS J' W a' J• W a' w a w a' w a W y W Y Y `` ` ` ___ 1 O OS �31GC 18. CONTRACTOR SHALL MAKE(1)VISIT PER MONTH DURING APRIL-OCTOBER OF THE MAINTENANCE i d+ PERIOD TO REMOVE WEEDS,PRUNE DEAD LIMBS&BRANCHES,STRAIGHTEN TREES SHIFTED BY / .,r w `€ W d, ,• `b' `:' w V. .;, ,., J• ,E, w `b w W y d w € w +J- ��. / w WIND,REPLACE DEAD OR INJURED PLANTS AS REQUIRED,ADD MULCH,AND BED LINE RE-CUTTING / 16"MAPLE % -11"OAK I o ' •b a' W W w J: W a• y v W a y E AS REQUIRED •:' w `L v+ w �• w w d v v W w 'L W *y J• w �! W J' `a' J• `Y � r// � - / `�t t' `fit I i a' W w W a• w a• W a' Y W b w Y w Y Y b w e v w w / f t 0 t O t( O 19. IF NO IRRIGATION IS TO BE INSTALLED,CONTRACTOR SHALL MANUALLY IRRIGATE ALL PLANTINGS / / �CFR QAW CAC .r AND SEEDED AREAS EQUIVALENT T01.5"OF RAIN PER WEEK THROUGHOUT THE MAINTENANCE j w w w a w w W w W W W w w w w b W w dj PERIOD(INCLUDING RAINFALL). S400I�'IQ"E „ 5�` .4 0' STREET TREE NOTE: Y W w w a v' W w a• w W w w W W w •y J y a' EXIST. iT€ � 30f 705.06 LINEAR FEET OF FRONTAGE • 9"MAPLE ING I UTILITY 19 TREES PROVIDED WCLUDING18 TREES REQUIRED AT CEX STING 20"HONEYLOCUST LAWN LAWN LAWN I POLE I 11 OAK • • ,.._.._ _ t.. _. .. 0�)Y WIRE 7"RED CEDAR PROPOSED CONCRETE CURB SIGHT DISTANCE 24"HONEYLOCUST 10"HONEYLOCUST 30 I TO REMAIN CLEAR 18"HONEYLOCUST 20"HONEYLOCUST 31"HONEYLOCUST NATURAL GROWTH INTO RIGHT OF WAY 1 V ® T H S T R E E T PLANT LIST QUANTITY SYMBOL BOTANICAL NAME COMMON NAME SIZE 1 ARA Acer rubrum 'Armstrong'* Columnar Red Maple 21/2-3" cal. NYLON STRAP OR REINFORCED RUBBER 1 CAC Carpinus caroliniana* American Hornbeam 2 1/2-3" cal. HOSE SECURED ABOVE FIRST BRANCH 1 2"DOUBLE Z` TOP OF ROOT BALL TO BE 3 CC Cercis canadensis* Eastern Redbud 21/2-3" cal. TREES LESS THAN 6"CALIPER:TOP OF ROOT BALL � TO BE FLUSH WITH GRADE;ROOT FLARE SHALL BE SHREDDED BARK MULCH �` 1` FLUSH WITH GRADE;ROOT SPACING AS PER 1 '-2"DEPTH OF DOUBLE VISIBLE AFTER MULCHING 1 , FLARE SHOULD BE VISIBLE �� Pink Dogwood " BACKFILLSOIL \�.��„�,.- LANDSCAPE ARCHITECT WORK SOILTOAl2"MIN. 1 CFR Cornus florida var. rubra g 2 1/2-3 Cal. SHREDDED BARK MULCH TREES OVER 6"CALIPER: TOP OF ROOT BALL �� ~~``€' 'r DEPTH,INCORPORATE TAPER TO 0"AT ROOT FLARE 7 SHALL BE 2"-3"ABOVE GRADE AMENDMENTS AS SPECIFIED12 DH F n t n b en . • en stae la pu ctl o u a Haysc ted Fern 1 qrt BY LANDSCAPE ARCHITECT i 1* 3"x 3"MILLED CEDAR OR 3116 GAL.TURNBUCKLE "< 13 IGC Ilex glabra Compacts Inkberry 2 gal. " � ;f;° .' '"''�/;'' 1. [V Z 'r,.eo- ,. - 4"DIA.NATURAL CEDAR 2"x 4"x 30"CEDAR STAKE AT A 45 I` ��� -' j_;- STAKES 2 PER TREE DEGREE ANGLE 3 PER TREE) . ` rr4'i i rj rani` ;µ'>. -' ' { rtx-- it` "i�' �--yt"c (i.-€. r {' ;' ' ( ) ( 1 "-2"DEPTH OF DOUBLE 5O OS Onoclea senslbilis Sensitive Fern 1 q� NOTES: 3 x BALL WIDTH MIN. SET ROOT BALL ON FIRM Prunus laurocerasis 'Otto LU ken' Cherry Laurel 3 al. DRIVE STAKES AT ANGLE 1. ALL TREES TO BE WATERED IN SHRUB ROOT BALL TO MEET UNDISTURBED SHREDDED BARK MULCH EACKFILL SOIL(AS SPECIFIED BY 10 PL Y Y g AND DRAW VERTICAL WITH ' OR EXCEED A.A.N.STANDARDS SUBGRADE LANDSCAPE ARCHITECT) _ \ THOROUGHLY ON DAY OF INSTALLATION NOTES: NOTES: 'Mountain � �+•'.'"'• WIRE TO CREATE TENSION _ REGARDLESS OF RAINFALL. 1 PMF Pieris japonica Fire Andromeda 3 gal. 2. DO NOT HANDLE TREE BY TRUNK. 1. REPORT ANY SUBSOIL WATER CONDITIONS TO LANDSCAPE 1. ALL PLANTS TO BE WATERED IN THOROUGHLY ON DAY OF INSTALLATION * „ I 3. WOUNDED TREE WILL NOT BE ACCEPTED. ARCHITECT PRIOR TO PLANT INSTALLATION. REGARDLESS OF RAINFALL. 1 QAW Quercus albs White Oak 2 1/2-3 Cal. w`'� cos 2"SAUCER(REMOVE ICJ F 4. ALL NYLON/POLY STRINGS,ROPES, 2. ALL SHRUBS TO BE WATERED IN THOROUGHLY ON DAY OF 2. REPORT ANY SUBSOIL WATER CONDITIONS TO LANDSCAPE ARCHITECT PRIOR TO AFTER ONE YEAR) Long Island/Northeast Native/Cultivar MATERIAL TO BE REMOVED FROM TREE INSTALLATION REGARDLESS OF RAINFALL. INSTALLATION. Y REPORT ANY SUBSOIL �' 5. EXCESSIVE CIRCLING AND DISPOSED OFF SITE. OR 1 ' WATER CONDITIONS SHRUB PLANTING DETAIL GROUND COVER PLANTING DETAIL `r ,� ` ..� CIRCLING ROOTS THAT CANNOT BE €. TO L.A.PRIOR TO ANY %' `; =1 I . ._-,.- .,..�� �`. )i--i�� COMBED OUT WILL BE SUBJECT TO NT$ NTS ��`c' • PLANT INSTALLATION ARCHITECT. € REJECTION BY LANDSCAPE ARCH( jj, €; •.;• ° ' / 1 :11 }";;)j. j 6. DO NOT PRUNE TREE UNLESS DIRECTED BY LANDSCAPE ARCHITECT(L.A.). RECEIVED j , t.=:'i)F:'Elt 'I.II €IL..iI Ei "ilr I :,1 �s +m �pt1DSCgpF 7. STAKES AND GUYS REQUIRED ONLY IN W.G'Q SET ROOT BALL ON FIRM, -' WINDY EXPOSED CONDITIONS. ` 3x ROOT BALL WIDTH MIN. UNDISTURBED SUBGRADE; - ROOT BALL TO MEET OR BACKFILL 8. CONTRACTOR RESPONSIBLE FOR APR 1 2 Z O24 � Q? REMOVE WIRE BASKET& EXCEED A BALL STANDARDS SOIL STRAIGHTENING TREE THROUGH THE __ DISPOSE OFF SITE ANSI Z60STAN4 GUARANTEE PERIOD(VERIFY WITH L.A.). L- DECIDUOUS TREE PLANTING DETAIL 9 (EMOVEAFTER USE GUY WIRES IO EYOEAR),UND COVERAREA Southold Town Planning Board NTS '1'��k0 LANDSCAPE PLAN SCALE: 1"=20'-0" J DRAWING NOTES: 645 NORTH STREET 1. THIS DRAWING IS AN INSTRUMENT OF SERVICE RENDERED TO THE CLIENT FOR VILLAGE APPROVAL 645 North Street AND GENERAL LAYOUT PURPOSES. NOT FOR CONSTRUCTION. Cutchogue, NY 2. BASE INFORMATION FROM SURVEY BY EX SURVEYING DATED X. THIS DRAWING WAS NOT PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED LAND SURVEYOR AND SHALL NOT BE RELIED UPON GIBN EY TO ESTABLISH BOUNDARY MONUMENTS OR BOUNDARY METES AND BOUNDS. DESIGN 3. IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LANDSCAPE ARCHITECT,TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF LA 3 PC LANDSCAPE ARCHITECTURE PC A LANDSCAPE ARCHITECT IS ALTERED,THE ALTERING LANDSCAPE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF PO Box 371 Project No: G-0124 SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Wading River, New York 11792-0371 631 929 8385 Drawing No: LP-022624 ©2024Richard W Gibney RLA ISA info@gibneydesigngroup.com Date of Dwg: 03.08.24 N/O/F N/O/F N/O/F 540�13_20"W WYANDANGH RE CORP. WYANDANGH RE CORP. _— __ -- _— WYANDANGH R E GOR,.P_. 92.43'4 _ + // / _'_ i ' 1 - �L LUCV 1C\2 OI! O ' AREA OF PROPOSED OPEN SPAGE TO REM I AN IN IT'S < NATURAL GOND I TI ON v 1% I/ J/ f- I, I O O j i 1 z 0 0 0 O I LU ' 1 0 1 1 I I 1; AREA OF PROPOSED OPEN B B B B B B B B B B O SPAGE TO REM I AN IN IT'S —� ria, NATURAL GOND I T I ON I 1 i GAS—GAS—GAS--GAS—G S—GA —GAS, GAS 1 I I 1 I R 4 -�A 1I O 1-4 I I I I I Ij 1{ I I I I O Il I I I I I I I I I I I I I r^ ' r A —i i r—A i � r —n � r--- n � r I I I I I A I I I A I I I A 1/ B B B B B O Ito I CO 10 C\2 di � p p p LOCATION OF TEST BORING 1Z S40013'10"E 503.409 NORTH STREET N A PROPOSED LIGHTING PLAN Scale: 1" = 20'4" PROGRESS PROGRESS LIGHTING"' LIGHTING" istricLED W:I, r.:1}e' .,' ._:«.I.I _.ILI F LUMINAIRE SCHEDULE Pi OGRESS -.i „� District LED Wall 10csu:to<d.Vv',r(c: , it i. tt.tl Ctir�l'r S,3\ COLOR LUM. TOTAL TAG SYMBOL QTY. LABEL ARRANGEMENT LUM.LUMENS LLF DESGRIPTION TEMP.K HATTED pgATTS SPEGIFIGATION NAME Description: ___ P5622.. ( Description: P5623-20301"t9 District Collection LED Medium Wall Lantern 1 District Collection LED Large Wall Lantern PROGRESS LI&HTING — #P5622-2030K—I SURFACE MOUNTED LED, 623 LUMENS, PROGRESS LIGHTING A 5 DI5TRICT COLLECTION LED — ANTIQUE 51NOL.E 623 5,000 Cl 45 #P5622-203OKa Specifications: Specifications: 3000K. OVERALL SIZE 8" H. X 8�4" W. '_._..__._._......._._.__.._......_ 1(�) BRONZE, DARK SKY COMPLIANT •Antique Bronze,Painted White Inside Aluminum ro Shade Antique Bronze,Painted White Inside Aluminum Shade White Acrylic Diffuser .White Acrylic Diffuser PROGRESS LIGHTING — #P5623-203OK9 — Dlmmahle to 10%brightness(See Dimming Notes) Dlmmahle to 1D°G bnghtness(See Durc rig N,Ie,) p SURFACE MOUNTED LED 623 LUMENS PROGRE55 LIGHTING •Back plate covers a standard 4°recessed outlet box 5 125 in W,1 625 in hi,5.125 in depth 6'y Back plate covers a stanc!erd 4"recessed outlet box'5.125 m W.,1 625:n Fit,5 125 in depth B I5 DISTRICT COLLECTION LED — ANTIQUE 51 NOLE 623 3 OOO •Mounting strap for outlet box included " Mounting strap for outlet box included 3000K. OVERALL SIZE 10 YV" H. x 12" W. ' Cl 135 #P5623-2030K4 •6 in of woe supplied 4 r ' •6 in of wire supplied ; BRONZE, DARK SKY COMPLIANT Dark Sky—pliant of-r${:<` "'S• Dark Skycomphant tell "" c F Performance: M Performance: Number of Modules 1 '� Numher o(Modules r'i Input Power 9 W r' •.,,`..:°'"r•• Input Power 9 W ✓.., ,a Input Voltage 120 V Input Voltage 120 V Input Frequenry 60 Hz Input Frequency 60 Hz „g•r•[ t •' „pq, , Lumens/LPW(So—c) 6231692(LM 92) " Lumens(LPW(Source) 623169.2(t M-82) t 'v t grin;�,• n, --: Lumens/LPW(Delivered) 479/61 1(LMJ9) rs � -+s- LUmenS/LPW(Delivered) 420/53.61[M 79) CCT 00 0 K RECEIVED CCT 3000 K 9 CRI 90 CRI CRI 0 CRI life(her... 60"(L70/TM 21) Dimensions: Life(he.,,) 60000(1-70/TM 21) Dimens€ails: l EM1/RFI Meets FCC Ttic47,Pan 15 Class ..._........__.......---................ EMI/RFI Meets FCC Title 47,Part 15 Class B.........__..__...__..__..___-_..._....___.....____. Width:8 in Max Operating Temp 30°C Width.12 In Max.Operating Temp 30°C Depth.13-1/4m APR 12 2024 Depth 10-1/4 in Warranty 5year Limited Warranty Warranty S year Limited Warranty Height in Height 8-7/4 in Labels cCSAus Wet Location Laud H JCTR.5 5 in in Labels cCSAus Wet Location Listed H/CTR 4-1/8 in ENERGY STAR"quahRed SOUthoITTown ENERGY STAR'quah6ed Antique Bronze,Painted White Inside Aluminum Shade Planning Board Antique Bronze,Painted White Inside Aluminum Shade Width:12 in Width:8-1/16 in Height:7-15/16 in Height:5-7/8 in White Acrylic Diffuser White Acrylic Diffuser PROPERTY OWNER/APPL I CANT: Y Width:2-7/8 in KOEHLER FAMILY LTD. PARTNERSH I P Width:z 7/8 in Height.0-13/16 in Height.0-13J16 in 108 ALLEN BLVD. FARMINGDALE, NEW YORK 11-735 S.G.T.M#: 1000-102-5-Q.2 ISSUED FOR REVISIONS d° "` PROPOSED MULTIPLE UNIT HOU51NO FOR: TI-lESE PLANS ARE AN INSTRUMENT Of ';, �a ` ' , DATE:ARE TIE PROPERTY q-28-23 PROPOSED L I C HT I NC PLAN, LUM I NAB I RE OFFTTI-E�lT:GT, M9wr ENT5 'oS F• SGHEDULE, DETAILS, NOTES CwC GRAMMAS CONSULTANTS NO. DATE REMAtRKS NO. DATE REMARKS w1u-BE `;� U` SCALE: AS NOTED � �,} KOEHLER FAMILY LIMITED ARCH I T E C T U R E ENGINEERING I 5--7-24 PROGRESS SET — REVIEW FIELD NORo�A,��� �i f } J PARTNERSHIP DRAwINO No. AND BE RE51701`15113LE FOR FIELD 208 ROUTE IOCI, SUITE 20&, FARMINCDALE, NEW PORK 11-135 FIT AND QUALITY OF wow:. _ ,�� LOCATED AT: DRAWN: B.J.A. No ALLowAW-a SHALL BE MADE � �O 02'71 «� 645 NORTH STREET TEL.: 631-3q3-6805 FAX: 631-3q3-6808 IN BEHALF OF THE CONTRACTOR '��: ° E—MAIL: NGDG 9) AOL.GOM FOR ANY ERRORS,OMISSIONS, CUTCHOGUE, NEW YORK, 11935 NOR NE6LECT ON H15 PART. JOB NO: 2256 SP0 Z I- I I i I� ILLW 'DIY +i �D 0 Z N/O/F , N/0/F , N/O/F Q WYANDANGH RE CORP. WYANDANCH RE CORP. I WYANDANCH RE CORP. w !t l W �u S40013'20"W -- --�-- -- -- -- -- ---- - -- -- -- -- -- -- -1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -492.43' O ' -- -- -- -- xF xF<- EXIST. X u iX W z- �p 3p� xF<, UTILITY �� O POLE Lu O �O v �I ��9- I� AREA OF PROPOSED OPEN ' �1- �' I SPAGE TO REM I AN IN IT'S I NATURAL CONDITION ' I I TEMPORARY 51 LT FENCE I W SEDIMENT BARRIER ALONG i PERIMETER OF CONSTRUCTION 'Z AREA (SEE 5P-7.1) I i /TEMPORARY'S, ( RUNOFF 1 ' O O STRAW BALE Gd\NTROL/SEDIMINT W I SEDIMENT CONTROL BA51 N ; PROTECTION ® x - O i F<- DRYWELL5 (TYP) / z I �1 p O F (SEE 5P-7.1) O ►� w AREA OF PROPOSED OPEN �1 1 0 1 = SPACE TO REM I AN IN ITS xs F<, 31 p O NATURAL GONDITION EXIST F 1 x L--J UTILI ` ,� x O 7 I POLE �S1, CONTRACTOR SHALL INSTALL TEMPORARY ' ORANGE SILT FENGING TO PROTECT NATURAL PROP. GAS t-4 Z I AREAS AND COORDINATE WITH THE TOWN FOR I I SERVICE LINE I 1 I 1 GAS-GAS-GAS-GAS S-GA -WS GAS- F INSPECTION PRIOR TO ANY CONSTRUCTION OR 1 1 I 1 z ' DISTURBANCE ON-51TE (TYP.) (SEE 5P-7.1) ' ' I ' * ' W� * I TYPICAL SILT FENGING SHALL BE STAKED OUT i i i i PROP. METER ALONG INSIDE OF APPROXIMATE CLEARING I I I I VAULTj, SHUTOF 0 LIMIT LINE, ADJUSTMENTS MAY BE MADE DURING 1 � �I I VALVE FINE GRADING WORK (TYP) _ �+ 1 1 � I . 1 1 L ---iI rIr ---i r--- I j r ---i I I I I 1 \ \ 0 kn O I I STRAW BALE SEDIMENT TEMPORARY SILT FENCE d� CONTROL PROTECTION SEDIMENT BARRIER ALONG o ® DRYWELL5 (TYP) PERIMETER OF CONSTRUCTION I p ' ,(5EE 5P-7.1) O O AREA (SEE 5P-7.1) ® LOCATION OF TEST BORING Z31,1� k Ix�� -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- APPROX. -- o -; „- x EL' LOCATION t412.0 S40 13 10 E PROPOSED STABILIZED TEMPORARY CHAIN LINK TEMPORARY 5WALE TEMPORARY 5WALE 503.40 OF EXIST. FIRE ROUTE 25 CONSTRUCTION ENTRANCE FENCE ALONG PERIMETER AREA (TYP) AREA (TYP.) HYDRANT MAIN ROAD (SEE 5P-7.1) OF CONSTRUCTION AREA (SEE 5P-7.1) (SEE 5P-7.1) EXIST. UTILITY W Z (SEE 5P-7.1) POLE Q GUY WIRE <; W X. EXIST. EDGE X OF PAVEMENT < �'1& "c?6> S "1�j- "1 W O 1 N 0 R T H S T R E E T N A PROPOSED EROSION PLAN Scale: 1" = 20'-0" CONTROL INSPECTIONS EROSION CONTROL LEGEND GENERAL LEGEND EROSION AND SEDIMENT CONTROL INSPEGTIONS: 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 4b HR5. PRIOR TO ANY OF THE FOLLOWING STRAW BALE SEDIMENT CONTROL BARRIER INSPECTIONS AS REQUIRED BY THE TOWN ENGINEER: xN.E. 00.00 NEW ELEVATION TEMPORARY PROTECTIVE CONSTRUCTION FENCE EXISTING METES 4 BOUNDS (a) START OF CONSTRUCTION X X X SILT FENGE/SEDIMENT BARRIER (b) INSTALLATION OF SEDIMENT AND EROSION CONTROL MEASURES v PROP05ED WATER LINES (0 COMPLETION OF 51TE GLEARING (d) COMPLETION OF ROUGH GRADING TEMPORARY SWALE (e) COMPLETION OF FINAL GRADING PROPOSED CATCH BASIN (f) CLOSE OF THE CONSTRUCTION SEASON ®— 4 DRYWELL5 (9) COMPLETION OF FINAL LANDSGAPING o SWALE FLOW ARROW (h) 5000E55FUL ESTABLISHMENT OF LANDSGAPING IN PUBLIC AREAS ® 1 PROPOSED DRYWELLS R E C E I V E D POLLUTION/EROSION CONTROL MEASURES - �- - ALL EROSION AND SEDIMENT CONTROL PRACTICES MUST MEET THE APR 1 2 2024 CRITERIA OF THE NEW YORK STATE STANDARDS AND SPECIFICATIONS Southoi�c 1��Jn I FOR ER05ION AND SEDIMENT CONTROL. Planning Bnard A (6) SIX FOOT HIGH TEMPORARY CHAIN LINK FENCE MUST BE ERECTED AROUND THE CONSTRUCTION 51TE AS REQUIRED. PROPERTY OWNER/APPLIGANT: EXISTING VEGETATION AND TREES TO REMAIN SHALL BE PROTECTED KOEHLER FAMILY LTD. PARTNERSHIP (BY INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED 108 ALLEN BLVD. MEANS), AND SHALL REMAIN UNDISTURBED. FARMINGDALE, NEW YORK 11-735 S.G.T.M.#: 1000-102-5-q.2 ISSUED FOR REVISIONS THESE�,,��INSTw�MErtI � �,�< ��.'=��;� _ PROP05ED MULTIPLE UNIT HOUSING FOR: PROPOSED EROSION CONTROL PLAIN, 5EWCE AND ARE THE PROPERn DATE: a-28-23 EROSION CONTROL LEGEND, CONTROL OF THE ARCHITECT,INFRINGEMENT5 ,as 015 E. GRAMMAS CONSULTANTS No. DATE REMARKS No. DATE REMARKS WILL BE PROSECUTED. / G�{� : . ��� KOEHLER FAMILY LIMITED INSPECTIONS � SCALE: AS NOTED ARCHII F r I U R r $ f N GIN ILL r RING 1 5--7-24 PROGRESS SET - REVIEW CONTRACTOR SHALL VERIFY ALL r PARTNERSHIP DRAWING NO. FIELD C VITION5 AND Vfl EN ION5lift 2 4-11-24 51TE PLAN SUBMITTAL AND BE RE5PON51BLE FOR FIELD 208 ROUTE IOq, SUITE 208, FARMINGDALE, NEW YORK 11-735 FIT AND QUALITY OF WORK. �M MADE1ry LOCATED AT: DRAWN: B.J.A. TEL.: 631-3q3-6805 FAX: 631-3Ci3-68O8 1AMOKAXE55H ��3 gip. (72'7� ,�� 645 NORTH STREET E-MAIL: NGDG @) AOL.GOM FOR ANY ERROR5,OMISSION5, t ��P- CUTCHOGUE, NEW YORK, 11935 JOB NO: 2256 NOR NEGLECT ON HI5 PART. 7oO 2'X4' WOOD FRAME TYPICAL SILT FENCE DETAIL STABILIZED CONSTRUCTION ENTRANCE DETAIL TYPICAL DUST CONTROL NOTES N.T.S. N.T.S. 1.5' MAX. STAKE WOVEN WIRE FENCE(MIN.145 6A 16E- ' MAX.b'MESH SPACING)WITH FILTER DEFINITION lo'MAxIMUM SPACING CLOTH OVER FABRIC THE CONTROL OF DUST RESULTING FROM LAND-Dl5TURBINCG ACTIVITIES. 56"MIN.FENCE POSTS DRIVEN MIN.16" SILT FENCE TO BE 3 MIN. INSTALLED ALONG EXISTING 50 MIN. EXISTING PURPOSE : INTO 6Ro1>HD R 2'H STEEL EITHER r TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED 501L SURFACES THAT OR'U'TYPE OR 2'HARDWOOD LIMIT OF CLEARING GROUND PAVEMENT WOVEN WIRE FENCE(MIN.145 6AU6E- MYN STONE PAVEMEN 3' MAY CAUSE OFF-SITE DAMAGE, HEALTH HAZARDS AND TRAFFIC SAFETY PROBLEMS. TTr=7Trc D 56"MIN.FENCE POSTS S MAX.b'MESH SPACING)WITH FILTER 7 CLOTH OVER OR PREFABRICATED �, b" MIN. CONDITIONS WHERE PRACTICE APPLIES p SILT FENCE,6EOFAB EWR�?!GE OR 1Tfl I-111 a t� APPROVED Ewa- ON CONSTRUCTION ROADS ACCESS POINTS AND OTHER DISTURBED AREAS SUBJECT TO �° CLEAR gREq 2O MIN. SURFACE DUST MOVEMENT AND DUST BLOWING WHERE OFF-SITE DAMAGE MAY OCCUR DROP INLET BURIED FABRIC Row FILTER CLOTH MOUNTABLE BERM-GRADE ENTRANCE IN IF DUST 15 NOT CONTROLLED. WITH GATE SUCH A WAY AS TO PREVENT 5TORMWATER COMPACTED SOIL RUNOFF FROM ENTERING ROADWAY DESIGN CRITERIA 1_ ra FRAME EMBEDDEDFILTER 16 IN. CONSTRUCTION OPERATIONS SHOULD BE SCHEDULED TO MINIMIZE THE AMOUNT OF AREA DISTURBED ISOMETRIC VIEW GIRTH MIN.b'I _j PROFILE AT ONE TIME. BUFFER AREAS OF VEGETATION SHOULD BE LEFT WHERE PRACTICAL. TEMPORARY 6RouND SECTION MEASURES SHOULD BE INSTALLED. NO SPECIFIC DE51GN CRITERIA I5 GIVEN; REFER TO CONSTRUCTION EXISTING 50' MIN ? 5PEGIFGATION5 BELOW FOR COMMON METHODS OF DUST CONTROL. � , � 1' MIN. - G - � � I I I I I I. SILT FENCE ASSEMBLIES SHALL BE PLACED A MIN. OF 5' FROM THE TOE OF SLOPE, 10' PREFERRED, TO CONSTRUCTION SPECIFICATIONS, k PROVIDE ADEQUATE AREA FOR 5EDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT VEGETATIVE COVER - FOR DISTURBED AREAS NOT SUBJECT TO TRAFFIC;VEGETATION PROVIDES THE GATHER EXCESS p AT CORNERS I I I I AREA. .i M05T PRACTICAL METHOD OF DU5T GONTROL. TEMPORARY SEEDING SHALL BE A5 FOLLOW: 2. SILT FENCE GEOTEXTILE MATERIALS SHALL BE EITHER POLY-FILTER X,MIRAFI IOOX, STABLINKA T14ON, OR l0' Q A. RYE 6RA55 (ANNUAL OR PERENNIAL AT 30 POUNDS PER ACRE (0.7 LEIS / (p00 5F) FROM THE CURRENT N.Y.S. DEPT. OF TRANSPORTATION APPROVED LIST OF GEO5YNTHETI05 FOR HIGHWAY O CONSTRUCTION. MIN. p B. CERTIFIED "AROOSTOOK" WINTER RYE (CEREAL RYE) AT 100 POUNDS PER ACRE (2.5 LBS / SF) z z 3. POSTS MAY BE 2" x 2" (MIN) HARDWOOD OR 2" x 4" (MIN) SOFTWOOD. POSTS SHALL BE SPACED AT EITHER 4' I= USE WINTER RYE IF SEEDING IN OCTOBER OR NOVEMBER. FILTER FABRIC DROP INLET DETAIL OR 65 AND MAY OR MAY NOT REQUIRE MESH REINFORCEMENT AS PER THE N.Y.5. DEPT. OF TRANSPORTATION x�x G. MULCH, INCLUDING GRAVEL MULCH, OFFERS A FAST EFFECTIVE MEANS OF CONTROLLING DUST. APPROVED LIST OF GEOSYNTHETICS FOR HIGHWAY CONSTRUCTION. u1 N.T.S. 4. AN APPROVED LI5T 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 NEEDED. SEDIMENT SHALL BE DISPOSED OF BY THE CONTRACTOR AS UNSUITABLE MATERIAL. WATER TYPE OF APPLICATION b. AFTER REMOVAL, THE AREA BENEATH THE SILT FENCE SHALL BE RESTORED TO ITS ORIGINAL STATE. MATERIAL DILUTION NOZZLE GALLONS PER ACRE TYPICAL TEMPORARY SWALE 1. STONE 51ZE - USE 2" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT,NO FINES. ACRYLIC POLYMER Q:I COURSE SPRAY 500 2. LENGTH - NOT LE55 THAN 50 FEET. LATEX EMULSION 12.5:1 FINE SPRAY 235 A.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS 3. THIGKNESS - NOT LESS THAN SIX(b) INCHES. RE51N IN WATER 4:1 FINE SPRAY 500 5TORAGE AREA WITH WIRE TIES OR STAPLES. 4. WDTH - TWENTY FIVE (25) FOOT MINIMUM,13UT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OCCURS. TWENTY-FOUR FEET IF SINGLE 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 PLACING OF STONE. WATER QUALITY SHOULD BE CONSIDERED WHEN MATERIALS ARE 5ELECTED FOR DUST CONTROL. SPACED EVERY 24" AT TOP AND MID SECTION. b. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED G MIN, SLOPE 2:1 OR AGRO55 THE ENTRANCE. IF PIPING 15 IMPRACTICAL, A MOUNTABLE BERM WITH 511 SLOPES WILL BE PERMITTED. SPRINKLING - THE SITE MAY BE SPRAYED UNTIL THE SURFACE 15 NET. TH15 15 ESPECIALLY EFFECTIVE FLATTERSHALE A S C,WHEN TWO (2) SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING ON HAUL ROADS AND ACCESS ROUTES. SLOPE 2:1 OR G I' It BE OVERLAPPED BY 51X (6) INCHES AND FOLDED. OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL MUST BE REMOVED IMMEDIATELY. FLATTER D 4, 8. W-EN WASHING 15 REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN THE USE OF STONE FOR CONSTRUCTION ROADS IS AL50 EFFEGTIGE FOR DUST CONTROL. GROSS SECTION APPROVED SEDIMENT TRAPPING DEVICE. p•MAINTENANCE SHALL PERFORMED NEEDED AND MATERIAL REMOVED Q. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. P051TIVE DRAINAGE: 0.5% OR STEEPER DEPENDENT ON TOPOGRAPHY WH1EN "BULGES" DEVELOP IN THE SILT FENCE. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A WASH STATION IF EXCESSIVE MUD FROM VEHIGLE TIRE5 15 BARRIERS - A FENCE OR SIMILAR BARRIER CAN CONTROL AIR CURRENTS AT INTERVALS EQUAL TO AAAAAAATRACKED ONTO R.O.W. FIFTEEN TIMES THE BARRIER HEIGHT. PRESERVE EXISTING WIND BARRIER VEGETATION AS MUCH AS OUTLET AS REOV. A A A A A A A A A A A A PRACTICAL. SEE ITEM 8 BELOW PLAN VIEW MAINTENANCE GON5TRUGTI ON SPEG I F I GATI ONS TYPICAL CONSTRUCTION FENCE DETAIL MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS I. ALL TEMPORARY SHALES SHALL HAVE UNINTERUPTED POSITIVE G TYPICAL EROSION CONTROL & LANDSCAPING NOTES GRADES TO AN N.T.S. ARE STABILIZED. OUTLET. 2. DIVERTED RUNOFF FROM A DISTURBED AREA 544ALL 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 P x 2". FENCE SHALL BE 48" HIGH AND SUPPLIED IN AN UNDISTURBED STABILIZED AREA AT NON-EROSION VELOCITY. EROSION CONTROL �o' MAXIMUM SPACING ROLLSOF AT LEAST 50' IN LENGTH, COLOR SHALL BE "INTERNATIONAL STRAW BALE SEDIMENT CONTROL DETAILS 4. ALL TREES, BRUSH, 5TIMP5 OBSTRUCTIONS,AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED AND DISPOSED OF 50 AS NOT TO INTERFERE WITH THE PROPER CONSTRUCT ALL 5NALE5 AND BERMS A5 SHOWN OR AS REQUIRED TO DIRECT AND CONTROL STORMWATER -12" MIN. FENCE P05T DRIVEN MINIMUM 24" INTO GROUND N.T.S. FUNCTION OF THE 5WALf'.. RUNOFF AND PREVENT EXCESS EROSION. 53% (3 11) SLOPES STEEPER THAN (3:1) SHALL BE STABILIZED BY 5. THE SHALE SHALL BE EXCAVATED OR SHAPED TO LINE,GRADE, AND GROSS HYDROSEEDING WITH MULCH BINDER TYPE "AH",TYPE "A" OR BY USING JUTE MESH AS LISTED IN THE SECTION AS REQ'D. TO MEET THE CRITERIA SPECIFIED HEREIN AND BE FREE OF EROSION MANUAL OR AS SPECIFIED BY THE ENGINEER TOE-OF-SLOPE BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW. '12" MIN. FENCE POSTS 2« .y�0 " CONSTRUCTION STAKE OR No.5 TYPICAL STRAW BALE 6. FILLS SHALL BE COMPACTED BY EARTH MOVING EQUIPMENT. ALL DISTURBED 501L AREAS,EXCLUDING PAVED AREAS AND RECHARGE BASINS,MUST BE COVERED WITH A Z FENCE REAR CfYPJ GUT SLOPE OR �SEDIr1ENT 'o 7. ALL EARTH REMOVED AND NOT NEEDED FOR CONSTRUCTION SHALL BE PLACED MINIMUM OF 4" (INGHEW OF NATIVE TOP501L PRIOR TO THE REMOVAL OF EXCESS TOPSOIL. NEW EMBANKMENT CONTAINMENT I 2"X 2"STAKES, 50 THAT IT WILL NOT INTERFERE WITH THE FUNGTIONING OF THE SHALE. 36" MIN. !SLOPE VARIES) AREA '� 2-PER BALE DRIVE LIME AND FERTILIZER oo �Oe' 7 STAKES FLUSH 8. STABILIZATION SHALL BE AS PER THE FLOW CHANNEL STABILIZATION CHART BELOW: ALL AREAS SPECIFIED TO BE SEEDED SHALL RECEIVE LIME AND SPECIFIED AS RECHARGE BASINS SHALL `r CLEARED AREA UNDISTURBED GRADE ,TM A(5 a•OR� 5(5 a._Ip aj RECEIVE LIME AND FERTILIZER FERTILIZER AS SPECIFIED BY EROSION CONTROL MANUAL OR AS ORDERED GROUND ;t ; : ` ' 05%-9o% 5:� STRAWhuLUl1 5EM4KLcH BY ENGINEER. 2 aJ%-a o% 5t�n.5TRMv aura, 5e�4 cover USINS REGP L� U ' 0• 0 STAKED < BUTTED END a 5J%-aO% 5E�4 COVER rani R5CP LRm.:a-5'PJP-RAP OR 6EOTExnLE MULCHING 18 MIN. TO END,BOUND HAY ♦ a%-so% LIHM W 4-e"MP-RAP OR eearexnLe 04698RM°eSIe" 24" MIN. 4"EMBEDMENT BALES PLACED ON 4. PERIODIC INSPECTION 4 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,HYDROSEEDING OR ALTERNATE STABILIZATION ISOMETRIC VIEW EMBEDMENT DETAIL SLOPE SEDIMENT CONTROL DETAIL SECTION (IF REQUIRED) TYPE "A" NORMAL LAWN SEEDING IN THE 5PRIN6 OR FALL USE A MIXTURE OF 30% OF MERION BLUE GRA55,65% GREEPING RED FESCUE AND TYPICAL STRAW BALE 5% REDTOP AT A RATE OF 3 LBS. 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 SOSK TALL FESCUE DRAWINGS AND SPECIFICATIONS OR MUNICIPAL AUTHORITIES. " 20% SHEEP FESCUE 2. THE PRIMARY PURP05E OF THE CONSTRUCTION FENCE 15 TO CLEARLY DELINEATE A * z 15% INTERMEDIATE WHEATGRA55 CONSTRUCTION AREA AND PROVIDE SOME MEASURE OF PROTECTION FOR THE SURROUNDING WOODEN STAKES DRIVEN _ 5% RED FESCUE NATURAL AREAS. IT 15 NOT DESIGNED OR INTENDED TO BE AN INPENETRABLE BARRIER TO TH05E I I/2'-2' INTO GROUND ANGLE FIRST STAKE:TOWARD 5% REUBENS CANADA BLUEGRASS INTENT ON ENTERING THE CONSTRUCTION SITE. BALES PLACED PREVIOUSLY LAID BALE 2'm 5% KENTUCKY BLUEGRASS ALONG CONTOUR INSTALLATION TYPICAL STRAW BALE j m 2't j TREE AND SHRUB PLANTING GON3TRUGTION FENCE SHALL BE INSTALLED BY WEAVING FENCE POSTS VERTICALLY THROUGH AT LEAST •. .• (MINA j I. ALL TREES AND SHRUBS SHALL BE PLANTED IN CIRCULAR PITS I FOOT CLEAR ON ALL SIDES AND BOTTOM THREE (3) MESH OPENINGS (TOP, MIDDLE AND BOTTOM OF FENCE) AND DRIVING P05TS WITH A 311-5. DRILLING OF ROOT BALL AND BAGKFILL WITH A MIXTURE OF T 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. FENCING SHALL BE SECURED FIRMLY TO EACH P05T AT THE TOP, BOTTOM AND MIDPOINT WITH < 2. ALL PLANT MATERIAL SHALL HAVE VIGOROUS' ROOT GROWTH AND BE FREE FROM ROOT INJURY AND WIRE RE13AR TIES. WHERE LENGTHS OF FENCING ARE JOINED, A POST SHALL BE WOVEN THROUGH BOTH FENCE DISEASE IN ANY FORM. SE07ION5 AT THE JOINT, WITH TIES FASTENING BOTH FENCE SECTIONS TO THE POST. FENCING SHALL BE ANCHORING DETAIL 3. STREET TREES SHALL NOT BE PLANTED WITHIN 10' OF A FIRE HYDRANT,DRIVEWAY APRON OR STORMWATER STRETCHED A5 TAUT A5 PRACTICAL BETWEEN FENCE POSTS WITHOUT INORDINATELY DEFLECTING POSTS. PIPE/GATGH 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 WORKERS, MATERIALS AND EQUIPMENT. SUCH OPENINGS SHALL BE SECURED AT THE END OF EACH WORK DAY TANGENCY OF ANY CORNER. IN THE MANNER AFOREMENTIONED FOR JOINING FENCE SECTIONS. 4. ALL EXISTING TREES SHALL REMAIN EXCEPT AS NOTED. 5. A BRIGHTLY COLORED CONSTRUCTION FENCE SHALL BE ERECTED ALONG CONSTRUCTION GLEARING LIMITS DRAINAGE INLET AND AROUND EXISTING TREES TO MITIGATE THE IMPACT OF COMPACTION OVER CRITICAL ROOTS, INJURIES TO BARK AND LIM135,5PILLS OF OIL,GONGRE I 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 4 ACRE PER I00 FT. OF STRAW BALE FOR SLOPES LESS THAN 25%. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MIN. OF 4" AND PLACED SO 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 TOGETHER. 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 50 AS NOT TO IMPEDE STORM FLOW OR DRAINAGE. b. AFTER REMOVAL,THE AREA BENEATH THE BALES SHALL BE RESTORED TO ITS ORIGINAL STATE. �,EIVEu APR 12 2024 Southold Town Planning Board PROPERTY OWNER/APPL I CANT: KOEHLER FAMILY LTD. PARTNERSH I P 108 ALLEN BLVD. FARM I NGDALE, NEW YORK 11-735 S.G.T.M.#: 1000-102-5-9.2 ISSUED FOR REVISIONS THESE PLANS ARE AN IN5TRUMENT of PROPOSED MULTIPLE UNIT HOU5I146 FOR: DATE: q-28-23 EROSION AND SEDIMENT CONTROL DETAILS, 5ERVIGE AND ARE THE PROPERTY °`- ^max OFT>-E`RG"I'EGT'I1�R1" T5 '���'�;}�� NOTES ` GRAMMAS CONSULTANTS NO. DATE REMARKS NO. DATE REMARKS WILL BE PROD. OS O KOEHLER FAMILY LIMITED A K CC H I I.. E C 1 lU K' F s r N G i N E. H KING 1 3--7-24 PROGRESS SET - REVIEW W S VE RIFY �� , '� ,t PARTNERSHIP SCALE: AS NOTED DRAWING NO. FIELD 60NDIT10%AND DIMEN510N5 $ . AN 2 4-i I-24 SITE PLAN SUBMITTAL D BE RE5PON51BLE FOR FIELD 208 ROUTE IOq, 5U1-rE 208, FARMINGDALE, NEW PORK 11735 FIT AND QUALITY of WORK. LOCATED AT= DRAWN: B.J.A. TEL.: 631-3a3-6805 FAR: 631-3q3-6808 No AIloWANCEs SHALL BE MADE 645 NORTH STREET IN BEHALF OF THE CONTRACTOR � 4.., ti� E-MAIL: NGDG @) AOL.GOM FOR ANY ERRORS,OMISSIONS, 027� ,� CUTCHOGUE, NEW YORK, 11935 NOR NEGLECT ON HIS PART. \ ' JOB NO: 2256 s P 701 I :