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Home My WebLink AboutRevised Site Plan Rec'd 6/12/25 PROPOSED MULTIPLE UNIT I-IOUSING -FOR : K0_.,EI-IE_,,ER _.,FAMIEY EIMIT..,En PARTIV.,ERSI-IIP 64S NORTH STREET, C UTCHO G UE NEW YORK l l 93S I z IL LOCATION OF PROP. MULTIPLE DWELLING UNIT cil -H N/O/F N/O/F N/O/F HYANDANCH RE CORP. HYANDANCH RE CORP. HYANDANCH RE CORP. () Y- S40013'20"W Lu Lu NIT c, < < UTILITY ILI LU cot X LL X LL cCI POLE 01 LL,w 0 , O k1) C"i f'K -� I, MIN. R.Y. SETBACK: 55' AS PER GHAPT. 2&0, ATT. 3 r SHADED AREA OUTLINES PROPOSED OPEN SPACE: N REG'D. - 20,077 SF. PROVIDED 58'3C16 5F WO z Scale: N.T.S.ivEXTENT OF CLEARANCE AREA 6 Lu 0 < < o i ® o I a LIST OF DRAWINGS DRAWING # DRAWINGS NAME X CLEARANCE AREA 5P_I.O 51TE LOCATION PLAN, PROPOSED PLOT q53 PLAN, 51TE 4 ZONING DATA, LEGEND, (41,c[53 5.F) LU L15T OF DRAWINGS, NOTES 5p_I.I KEY / RADIUS MAP, L15T OF PROPERTIES < 4 PROPERTY OWNERS T 0 U) 5P-2.0 PROPOSED DIMENSIONAL CONSTRUCTION PLAN, TYPICAL CONSTRUCTION DETAILS 5P-5.0 PROPOSED GRADING 4 DRAINAGE PLAN, z < < PROP05ED EXIST. TYPICAL DRAINAOE DETAILS, DRAINAGE Lu u) CALCULATIONS, NOTES 3: PRIVACY FENCE UTILITY ILI (NPR 5P-4.0 PROPOSED SANITARY SYSTEM PLAN, POLE )2 SANITARY CALCULATIONS, SECTION < <1 DETAILS, NOTES I I P § PATIO PATIO PATIO PATIO PATIO < SP-4.1 NORNEGO SANITARY SYSTEM DETAILS, < SLAB SLAB SLAB SLAB SLAB p Lu DIAORAMS, ELECTRICAL DETAILS, NOTES 5P-5.0 PROPOSED LANDSCAPE PLAN, ih 0 U-0) LANDSCAPE DETAILS, SCHEDULE, NOTES z GAS-GAS-GAS-GAS-GAS GA I-GAS GAS 5P_6.0 PROPOSED LIGHTING PLAN, LUMINAIRE < SCHEDULE, LIGHTING DETAILS PROP. FIN. FLR. PROP. FIN. FLR. PROP. FIN. FLR. PROP. FIN. FLR. _w_ w w EL. 55.5' EL. 55.5' EL. 55.0' EL. 55.0' z 0 I 5P-7.0 PROPOSED EROSION CONTROL PLAN, aARAOE C-.7APA6E C7ARA(5 -ARAC51E OARAOE :D EROSION CONTROL LEGEND, CONTROL PROP. METE 0 I INSPECTIONS \VAULT 4 SHUTOF�:Fj p m 3 3 E3 '�ALVE 5P_'7.I EROSION 4 SEDIMENT CONTROL DETAILS, --- A4 NOTES 50.01 1 10.01, 35.0. 0 E] I r 1 0 P_ TOWN OF SOUTHOLD LOCATION IF HEN U) PER GHA T 2 0, A . 3 UNDE MIN. F. 5ETBAGK: 35' A5 PE Ef ErMr, NE ZONING & SITE DATA (3 ZONING CLASSIFICATION HB HAMLET BUSINESS SHADED AREA OUTLINES CL L 5GTM #: P15TRIGT: 1000 PROPOSED OPEN SPACE ih 10 SECTION: 102 ia BLOCK: 05 0 0 J, LOT: cl.2 c� LOCATION OF A5 PER GHAPTER§2&0 ZONING,ATTAGHMENT 4 -HAMLET MINE55 P -op p NE r0APACE 1w R- LLIA T TEST BORING ±30-1.42' 11 APPROX. SITE DATA PERMITTED/REQ'D. EXISTING PROPOSED ------------ LOG ------ ------ ------ XTION00,331 SF. 100;331 SF. ±412.0' 503.40 OF 15T. FIRE LOT AREA 20,000 5f. MIN 2.50 or- 2.50 or- ROUTE 25 HYDRANT MAIN ROAD EXIST. UTILITY w I— LOT GOVERA&E POLE (b Lu WIDTH OF: LOT 60 4c12.43' 4c12.43' (Nlr,) F OUY HIRE Lu DEPTH OF: LOT 201-66 201.66' (WG) END OF PROPOSED PROPOSED CONCRETE CURB ��<l , L IO0j EXIST. EDGE CONCRETE GURE3 PROPOSED CONCRETE GURE3 X IL BUILDING HEIGHT 2 51Y.435 FEET --- I 5TYJ±I6.0 FT. OF PAVEMENT LU LIVABLE FLOOR AREA &50 5F. --- I'lCIC1.0 5F. LEGEND 5ETBACK5 TEST HOLE DATA - TEST HOLE DUO BY NATHAN CORHIN, L.5. FRONT YARD 15 56.661 JANUARY 5, 2015 NORTH ARROW 0 20' 40' REAR YARD --- ±12c[.55' 01 0.00 EXISTING ELEVATION A PROPOSED PLOT PLAN 25 Scale: 1" 20'-0" 51DE YARD 10 ±253.5' SANDY LOAM N.T.G. NEW TOP OF GURB NOTE: AS PER CHAPTER 250, ATTACHMENT 6, PROPO5Er? 5ITE PLAN MEETS ALL REQUIREMENTS FOR OPEN N.B.G. NEW BOTTOM OF CURB SPACE, BUFFERS, AND SETBACKS FOR RESIDENTIAL SITE PLANS LESS THAN 15 ACRES. TOTAL WIDTH OF 25 --- ±233.5' 11 N.T.G. NEW TOP OF ORATE (SLOTTED COVER) PARKING REQUIREMENTS 2 51DE YARDS 11� N.T.P. NEW TOP OF PAVEMET (ASPHALT) *NOTE: MULTIPLE UNIT HOUSING STRUCTURE SEPARATED INTO TWO MULTIPLE UNIT HOUSING STRUCTURES AS A5 PER CHAPTER 250 ZONING ARTICLE XVI I I - MULTIPLE DWELLING PROPOSED AREAS: LOAMY SILTY SANDY PER PLANNING BOARD COMMENTS BUILDING COVERAGE: 7,c[15 S.F. (7.8q%) E- ELEGTRIG LINE NOTE: VARIANCE SOUGHT FOR ARTICLE XXII, SECTION 2&0-10-1 (A) BUILDING LENGTH AND SEPARATION FOR TYPE PERMITTED/REQUIRED PROPOSED IMPERVIOUS AREA: 3,510 S.F. (350%) 21 -GAS- OAS LINE MULTIPLE DWELLINGS - NO BUILDING SHALL EXCEED 125 FEET IN LENGTH. 2 - BEDROOM 2.0 PER 10 5PAGE5 + PERVIOUS AREA: &ac1O3S.F. (55.61%) -w- HATER LINE THE PROPOSED LENGTH OF SEPARATED MULTIPLE DWELLING STRUCTURES 15 REVISED FROM 232-b" IN (MULTIPLE DWELLING) DHELLIN& UNIT GARAGE TOTAL LOT AREA: 100,331 S.F. (100%) -T- GOMMUNIGATION5 (TELEPHONE) LINE LENGTH TO ONE MULTIPLE DWELLING STRUCTURE OF q3'-O" IN LENGTH, AND ONE MULTIPLE DWELLING PARKING I I OVERHEAD SERVICE HIRES STRUCTURE OF l5cl'-b" IN LENGTH. NOTE: AS PER CHAPTER 280, ATTACHMENT (b PROPOSED SITE PLAN MEETS ALL REQUIREMENTS FOR OPEN SPACE, FLOW ARROW BUFFERS, AND SETBACKS FOR RESIDENTIAL SITE PLANS NEW STORM DRAINAGE POOL wICAST LESS THAN 15 ACRES. PALE BROWN FINE IRON ORATE NOTE: VARIANCE SOUGHT FOR ARTICLE XXII, 5EGTION 2&0-10-1 (A) TO COURSE SAND NPH (SEE DRAINAGE STRUCTURE TABLE) BUILDING LENGTH AND SEPARATION FOR MULTIPLE DWELLINGS - NO BUILDING SHALL EXCEED 125 FEET IN NEW STORM DRAINAOE POOL k4/50LID LENGTH. CAST IRON GOVER NPH (SEE DRAINAGE STRUCTURE TABLE) PROPERTY OWNER/APPLICANT: A DOOR, OVERHEAD DOOR JUN 12 2025 KOEHLER FAMILY LTD. PARTNERSHIP 105 ALLEN BLVD. TOWN EXTERIOR LIGHT PLANNINGSOUIHOLD BOARD FARMINODALE, NEW YORK 11-735 NO HATER ENCOUNTERED S.G.T.M.#: 1000-102-5-cl.2 ISSUED FOR REVISIONS THESE PIA 1,6 ARE M It6TF4JHr:W OF PROP05ED MULTIPLE UNIT HOUSING FOR: Di,'N'TE: cl-28-25 SITE LOCATION PLAN, PROPOSED PLOT fflWIGE MV ARE THE PROPERTY OF ARCHITECT,I�M!46EKW5 R OF%, X PLAN, ZONINO SITE DATA, LEGEND, LIST THE No. DATE REMARKS No. DATE REMARKS HILL BE PR05ECVTED. OF DRAWINGS, NOTES GRAMMAS CONSULTANTS KOEHLER FAMILY LIMITED kam'; TED SCALE: AS NO A R C ti I T E- C T U R Ff 4 E P 1 5-1-24 PROORESS SET - REVIEN 6010R#LTOR%K1 VERIFY AU E N G I N E I N G D� PARTNERSHIP DRAWING NO. FIEW 60101'1`1101�6 AM VIHEN610% 2 4-11-24 SITE PLAN SUBMITTAL RV BE RE5PO%IBLE FOR FIELD20b ROUTE 10cl, SUITE 208, FARMINODALE, NEW YORK 11-755 FIT AND QUALITY OF HOPK k r. LOCATED AT: DRAWN: B.J.A. No&LOKWE5 SHALL BE MADE p TEL.: 631-5c[5-6505 FAX: 651-5ci5-6505 Z_ 645 NORTH STREET 1 .00 5 2-1-25 AS PER ZBA COMMENTS 114 151300 OF THE CONflZALWZ b .1 E-MAIL: NGDC, @ AOL.GOM FOR ANY EPR0125,OMI%10%, A .I CUTCHOGUE, NEW YORK, 11935 4 5-cf-25 AS PER PLANNING BOARD COMMENTS NOR NE6LErT ON H15 PART. . .... JOB NO: 2256 LIST OF PROPERTY OWNERS �,� \' �'�6 5.G.T.M. # PROPERTY OWNER PROPERTY ADDRESS \• / \ \` ,' \ \ 0� /,/ SECTION-BLOCK-LOT / - ZONE \ \, ZONE \ , / '\ �� RO 102.-I-q.2 GRATTAN FAMILY 2014 IRR. TRUST 2555 DEPOT LANE \ / , , / \, 102.-1-23.1 GHARLES J. $ JEAN T. ZAHRA 3q5 SCHOOLHOUSE ROAD \ '\ R-80 \?.,, '' ��,, .io 102.-1-24 EDNA F. MGGAFFERY 625 SCHOOLHOUSE LANE 102.-1-25 MIGHAEL $ KELLY EVERS '725 SCHOOLHOUSE LANE 102.-1-26 BARBARA DIAGHUN 8.75 SCHOOLHOUSE LANE rAW MATTITUGK - GUTGHOCUE �\ � 102.-1-2q G}-IARLES ZA}-{RA 455 SCHOOLHOUSE LANE ,X, y UFSD CENTRAL '\ ING. MILLSTONE LANE HG GRIF-1-53 102. . ! Q o / ADMINISTRATION OFFICES / \, F NG, LLG. 325 GRIFFIN STREET \� ,/ 11P \ 102.-1-55. HARVEST POINT HO 7 A4 \ o /\`, / o '/ 102.-I-33.8 RIMOR DEVELOPMENT, LLG. 51 MILLSTONE LANE 9 / \ ./O �� 102.-5-2 S. J. GOHEN Igg6 TRUST 240 GRIFFIN STREET ZONE / 102.-5-3 ALFRED J. TERP, JR. 28145 ROUTE 25 102.-5-4 ALFRED J. TERP, JR. 4 MARIE TERP 281g5 ROUTE 25 n� 102.1-I- R-40 / \ /o / 102.-5-7 NANGY B. MAR5GHEAN 28355 ROUTE 25 / ADJOINING PROPERTY OWNER I0 10 .1-14 / �� P.O. BOX 246 GUTGHOGIE, NEW YORK IIg35 rn 102.-5-q.2 KOEHLER FAMILY LTD. PARTNERSHIP 645 NORTH STREET / \ � / I� 102� off\ o .\ D� 102.-5-q. WYANDANGH RE CORP. 860 GRIFFIN STREET � 102.-5-q.q WYANDANGH RE CORP. 560 GRIFFIN STREET 102.-5-q.10 WYANDANGH RE CORP. 400 GRIFFIN STREET ADJOINING PROPERTY OWNER 102.1-i '1 NIXQ� ��\ // 1325 LOGUST STREET --: V, \, � , ;� BOHEMIA, NEW YORK 11-716 ZONE / \ / 102.-5-10 MIGHAEL � ALIGE B. MGGRATH 4q0 SGHOOLHOU5E � / \ \ , \� LANE H D / OJ '' / 0, / ADJOINING PROPERTY OWNER TONN �� /� '$�3 11 MGGRATH STAND LANE RECHA N Q io? / /�. / / P.O. BOX Cl 1 I BASS E .$ } \ \ \ ;" % - SAG HARBOR, NEW YORK I Ig63 \ .� /�/�• '�� .�/� / �Q P 102.-5-I I MARY A. HANNABURY 570 SCHOOLHOUSE LANE o / / T I -I 2 5- / �� \,�� / / 102.-5-12 JARETT GAROLANN SENIOR 660 SCHOOLHOUSE LANE \/' 102.-5 13 IRENE DEBOWSKI 150 SCHOOLHOUSE LANE /off '/�i � f J 102.-5-14 BRUGE STEWART 5-70 SCHOOLHOUSE LANE - BARBARA A. HOCK-STEWART \ 102. 5-1& DRD LLG. �0 /off � - 270 NORTH STREET 2 ��$ 102. 5-Iq KEKJ5 HEADG2UARTER5, LLG. 284g5 ROUTE 25 v y \$.,� 'moo 102.-5-20 PAUL G. 4 MARGARET G. JABLONSKI 28565 ROUTE 25 102.-5-21 DAV I D $ LYDIA ABATELL I 286-15 ROUTE 25 102.-5-22 MALOFO, LLG. 28055 ROUTE 25 \ ZONE 102. 5 23 FIEF de FREEMAN LLG. 28�85 ROUTE 25 �'\ ��,$, ,./ ' \ \ \$yQ ry \6�� 102.-5-24 GOLGATE DESIGN GROUP 28g05 ROUTE 25 �� HB \ 102.-6-14 ROMANS TILE $ MARBLE. ING. 28230 ROUTE 25 102.-6-15 CYNTHIA M. RIGHARDS 28320 ROUTE 25 102.-6-18.1 PENN NOFO PROP LLG. 28350 ROUTE 25 102.-6-20.2 WIGKHAM FARMLAND, LLG ROUTE 25 1 /0 /o� �. 6 102.1-1-1 JOHN F. FRANGES J. BOGUT 2 MILLSTONE LANE uNI D \` � ,� \.,$� ! 102.1-1-2 MARTIN JOAN CONSIDINE 4 MILLSTONE LANE STATES .6 \�, �� 102.1-1-3 JOHN E. � SUSAN E. BARNES 6 MILLSTONE LANE POSTAL \, >`�, 102.1-1-4 J. KOSINSKI REV. TRUST 8 MILLSTONE LANE /o \ �, \ /o SERVICE �\ ^ /o /,' �, y 102.1-1-5 MARGARET A. MATTIS 10 MILLSTONE LANE / /o\ IN R ZONESTA , \ . \� REGHARG TA BASIN SAG�D ---HEART R.G. \\ CHURCH PEGONIG �Q COMMUNITY J � . \ SCHOOL / \ N °` KEY MAP - RADIUS MAP U 100, 200' � 100�-0„= NOTE: AS PER CHAPTER 2&0, ATTACHMENT Fi, PROPOSED SITE PLAN MEETS ALL REQUIREMENTS FOR OPEN Scale: 1�� SPACE, BUFFERS, AND SETBACKS FOR RESIDENTIAL SITE PLANS LESS THAN 15 ACRES. PROPERTY OWNER/APPL I GANT: KOEHLER FAMILY LTD. PARTNERSHIP 10& ALLEN BLVD. FARMINGDALE, NEW YORK 11-755 5.G.T.M#: 1000-102-5-q.2 ISSUED FOR REVISIONS TW:5E PLAN5 APE AN 1145TRUMENr of PROPOSED MULTIPLE UNIT HOUSING FOR: KEY / RADIUS MAP, LIST OF PROPERTIES A " DATE: q-25-23 5ERNIGE AND ARE TIC PROPERTY a :a> OF THEARCHITECT,INFRIN6EN1ENT5 ° :. '�^ PROPERTY OWNERS No. DATE REMARKS No. DATE REMARKS NILLBEPR05EGUTED. y. ��>� �•�� KOEHLER FAMILY LIMITED �RAMMAS CONSULTANTS .a� ,�,�,� �� ',. SCALE: AS NOTED A R C ri 1 T E C T U R E e N G I N E I R I N G 1 5--7-24 PROGRESS SET - REVIEW W�TOR�-�FYAU PARTNERSHIP DRAWING NO. FIELD CONDITIONS AND DIt�N51ON5 : , ;,:� AND BE RE5PON51BLE FOR FIELDS ;,* 2 4-11-24 SITE PLAN SUBMITTAL a r 208 ROUTE IOq, SUITE 208, Ff�RMIN6D/�LE, NEW PORK I1735 FIT AND auALITY of woRK LOCATED AT: DRA HN: B.J.A. BE M TEL.: 631-3a3-6805 FAX: 631-3q3-6808 N0�-1-0"W� � 'DEo t1 645 NORTH STREET IN BEHALF OF TF5 GMI%IONroR N ` CUTCHOGUE, NEW YORK, 11935 E-MAIL: NGDG @ AOL.GOM FM MY NORNE6LEG�5H5PART�r" � '""~ JOB NO: 2256 s P 0 x4._: OU- w I 1 I� � N I i 540013'20"W I _ _ __ �� -- 0 -- -- -- -- -- - -- - -- -- -- --�-- -- -- -- -- -- - -- -- -- - -- -1 -- -- -- -- - -- - - -- - -- -492.43 - _ - -- EXIST. D. N tL tpj UTILITY W w0 W O �I POLE Oi -+ 1CQ S I c'1 I � � SHADED AREA OUTLINES W PROP05ED OPEN SPACE: O (Y 1 REQ'D. - 20,OTI 5F. v " PROVIDED - 5&,5% 5F W w +I I ILr7 Fj N- o I " I X i cv PROP. SOLID COVER DRY WELL RELOGA ION OF PROP. O O I ° (TYP. OF 3) SANITA SYSTEM " --- (SEE DW . 5P-4.0) (SEE DWG. 5P-3.0) EXIST. � ! PROP. O Q PROP. 6' H. I PRIVACY FENGE I O CONCRETE UTILITY'----B= POLE PATIO (TYPa r O TYP , PATIO PATIO I PATIO PATIO PATIO SLAB SLAB I SLAB SLAB SLAB ERVIGEALINE I a S-GAS-GAS-GAS-G[�S-GA -GAS GAS- R PROP. FIN. FLR. PROP. FIN. FLR. PROP. FIN. FLR. PROP. FIN. FLR. w w w w w0 —w EL. 33.5' _ _ EL. 33.5' EL. 33.0' _ EL. 33.0' I ARAGE GARAG ARAG -ARAG ARAGE I I I + PROP. METER s m iv VAULT 4 5HUTOFF k I; --- --- VALVE I u l ►�i m tX. I z " 30'-0" 1 I^ � 7 SHADED AREA OUTLINES 1 O IPROPOSED OPEN SPACE '' p Ib'-10" 18'-0" 18' I6'-10" 10'-O" Ib'-10" 18'-O" 18' 33'-8" 18'-O" O s COI ±200'-1" 64'-10" 231-4" �t 7a'-8" = 23'-4" Q- zz + j PROP. GRATED OGATI ON OF I n' 5T BORING iZ s --- --� -- -- -- - - -- -- -- -- -- -- - -- - - -- -- -- -- -- -- -- -- -- -- -- -- -- COVER DRY WELL -- -- - -- -- -- -- -- - - -- - f412.0' 5400 13 10 �E 1 (TYP. OF 3) _ LOCATION 503.40 OF EXIST. FIRE ROUTE 25 651-0" 230-4" 23'-4" ba'-8" I I'-8" 34'-I I" HYDRANT MAIN ROAD EXIST. UTILITY 'POLE 9�- Q � END OF PROPOSED GUY WIRE w I'-0" I'-O" PROPOSED CONCRETE CURB I'-o" I I 23'-4" u 1'-O" PROPOSED CONCRETE CURB 1'-O" I I'-g° I'-o" EXIST. DG CONCRETE CURB �I�, 23'-4" U, �,,, � (L OF PAVEMENT �, 25'-4" L 25'-4° 0 N 0 R T H S T R E E T N A PROPOSED DIMENSIONAL CONSTRUCTION PLAN 0 20, 40, NOTE: AS PER CHAPTER 2,50, ATTACHMENT 6, PROPOSED SITE PLAN MEETS ALL REQUIREMENTS FOR OPEN Scale: 1" = 20'-0" SPACE, BUFFERS, AND 5ETBAGK5 FOR RESIDENTIAL SITE PLANS LESS THAN 15 ACRES. NOTE: MULTIPLE UNIT HOUSING STRUCTURE SEPARATED INTO TWO MULTIPLE UNIT HOUSING STRUCTURES AS PER PLANNING BOARD COMMENTS STANDARD CONCRETE CURB DETAIL TYPICAL CURB AND APRON DETAILS N.T.5. TYPICAL ASPHALT DRIVEWAY DETAIL NITS N.T.S. 1.5 MIN. COMPACTED ASPHALT - TYPE 'B' - RESIDENTIAL _ � _ _ " PROPERTY LINE CONCRETE, TYPE IA-ITEM 36D (NOSE: ALL ITEMS TO GONFORM TO TOWN OF SOUTHOLD STANDARD 5PEGIFIGATION5) (ALL CONCRETE TO BE 3p00 p.s.l. 028 DAY TEST) 3" MIN. COMPACTED DENSE GRADED PROVIDE Y2" EXPANSION 3,000 P51 GLASS A SIDEWALK �� BASE COURSE ASPHALT CONCRETE #5 REBAR JOINT 0 20'-0" O.G. MAX. CONCRETE SLAB ,� (AS REQ Da II-O STANDARD SETBACK -ITEM 22GX-M-2 w/bxb-10/10 W.W.F. Q 6" 5'-6" 4'-O" I'-O' u bb,�Zbbb,ZkbvX &�ajz b� d ,G¢ab�tT : 8 � n " 1/4 RADIUS I-I/2 RADIUS N J2T EXP. SLOPE SIDEWALK � �, FINISHED GRADE _ p I" R + 2.0% A5 REQ'D ll-8 SINGLE DRIVEWAY ENTRANCE TOPSOIL 8 ASPHALT WEARING _ Q -- -- ----- --------------------------- a i1 GO PAGTED SEED (TYP. SURFACE = 23-4 DOUBLE DRIVEWAY ENTRANCE a ° a ° SUBGRADE 33'-4" DRIVEWAY ® BLDG. SEPARATION EA. SIDE) ° °a I'- I'- 3,000F51 CONCRETE SLAB �: - A DEPRESSED WARP ° w/bxb-10/10 W.W.F. 3p00 P51. GONGRE y2 EXP. JT. GURB ® 28 DAYS CURB ® SURFACE #5 REBAR a a PLAN VIEW ENTRANCE @ 2" FROM 8" TOP (TYP) CONCRETE CURB GLASS A NOTE: SIDEWALK WARP 5,000 PSI (TYF) SAW GUT EXISTING ASPHALT PAVEMENT 2-O PARALLEL TO PROPOSED BEYOND SURFACE CURB TO GIVE A CONTINUOUS STRAIGHT LINE AN EQUAL DISTANCE CAS REQ'DJ FROM NEW CURB. SECTION A:A CURPBOF FRONT ELEVATION 5000 P51®S2 DAYS PROPKo HLER ERTY FAMILY LTD. PARTNERSHIP w/#5 REBAR ® 2" 10& ALLEN BLVD. FROM TOP FARM I NC DALE, NEW PORK 11735 S.G.T.M.#: 1000-102-5-ci.2 ISSUED FOR REVISIONS Pf5E M-AN5 ARE AN 1145TRUMENT OF PROPOSED MULTIPLE UNIT HOUSING FOR: PROPOSED DIMENSIONAL GONSTRUGTION 5EWC,E AND ARE THE PROPERTY y`' DATE: q-28-25 <y>✓ PLAN, TYPICAL GONSTRUGTION DETAILS C-C No. DATE REMARKS No. DATE REMARKS WI�'��'" 5 ��' �� r`ram,. KOEHLER FAMILY LIMITED G RA M M AS CONSULTANTS ' sGLE: S NOTED .:: ARCHITECTURE ENGINEERING 1 3--7-24 PROC RESS SET - REVIEW coriTRACTOR SHALL VERIFY ALL PARTNERSHIP DRAHi NC NO. FIELD CONDITION5 AND DIMEN51ON5 AND BE RESPONSIBLE FOR FIELD 2 4-11-24 SITE PLAN SUBMITTAL LOCATED AT: DRAWN: B.J.Q. 208 ROUTE 109, 5U I TE 208, FARM I NC DALE, NEW YORK 11735 FIT AND QUALITY OF HORK ' NO�OKWE5 5HAU BE MADE oz 645 NORTH STREET TEL.: 631-3q3-6805 FAX: 631-3q3-6808 3 5-cf-25 AS PER PLANNING BOARD COMMENTS IN BEHALF OF THE CONTRACTOR 200 E-MAIL: NGDG @ AOL.GOMI T i i T FOR ANY ERRDR5,OMI5506, N CUTCHOGUE, NEW YORK, 11935 NOR rl-&WT ON H15 PART. '� � JOB NO: 2256 N/O/F N/O/F N/O/F WYANDANGH RE CORP. WYANDANGH RE CORP. WYANDANGH RE CORP. ' s40013.20"w - - -- - -- -- - -- - -- I - -- -- - -- - -- -- -- - - - -- -- ----1, -- -- - -- -- -- - - --r---% - -- -- -4% 92.43' EL, z9,4' A DRAINAGE CALCULATIONS i 3p,3 x Bp,3'x p at x b 10'0) D.W. GAP GI 8.4 G. O 1 HT. INS. DIA. q.33') cc 2 2, TOTAL LOT AREA: 100,331 5F to •-��L v TOTAL DEVELOPED AREA: 41,g33 SF x0 FRONT YARD DRAINAGE - TOTAL MULTI DWELLING UNITS AREA RUNOFF 2" VOLUME ITEM -UNITS A 4 B (5. F.) FACTOR RAINFALL CU. FT. W Q BUILDING 1,706.1 1.0 0.17 2g0.03 PAVING I 40.5 1.0 0.17 176.88 v SHADED AREA OUTLINES N A i PROPOSED OPEN SPACE: LANDSCAPE D- 3,746.7 0.17 0.17 108.27 7 1 REQ'D. - 20,077 5F. O v i' PROVIDED - 55,3g6 5F I Q W TOTAL 6,4g3.3 575.18 Bp,O Q D. AREA®RETENTION: 575.18 GU. FT. E� 575.0 / 68.42 = 8.4 = g L. FT. O 10 DIA. POOL, O = F. Z ;. ." � TOTAL EFF POOL DEPTH q' L. I ' - r --- -- ---- = NTCI 30,95 AREA D ; AREA E AREA F I NBC: 30,45' AREA RUNOFF 2" VOLUME ITEM -UNITS G 4 D (5. F•) FACTOR RAINFALL CU. FT. PUAIVD�G II70601 1.0 0.17 2g0.03 I I i ,, p4 .5 1.0 0.17 176.88 N T C 131,00' z LANDSCAPE 2,561.1 0.17 0.17 74.01 " x�,�' T,O, COVER i RELOGA ION OF T•❑, C❑VER T,❑, C❑VER NBC: 30,50' TOTAL 5,307.7 540.g2 1 " � :3f �i3r0 I PROP. S NITARY O � O , a REQ'D. AREA®RETENTION: 540.g26 GU. FT. z II ;, 'Q SYSTEM EE DWG. _ I ti 540A2 / 68.42 = 7.cI = 8 L. FT. I 5P-4.0) T\ p o °' PROVIDE: 11 \ / \ \ O' � {{J ! (� I � � 3 "� w (I) 10' DIA. POOL, TOTAL EFF. POOL DEPTH = 8' L.F. C/ C/ N I " / \ / \ `` \`\ x xw G AREA RUNOFF 2" VOLUME 1 �` ►� ITEM -UNITS E (5. F) FACTOR RAINFALL CU. FT. ATI❑ SLA i `\ ATI❑ SLA ATI❑ SLA i `\ ATI❑ SLABATI❑ SLA % \` NTC: 31.05' z { EL132,50' / `\ ED32,50' EL:32,00' / `\ EL132.00' % ED32,00' % \` BUILDING &53.2 1.0 0.17 145.04 \\ --- I \` ; PROP. GAS NBC: 30,55 EL:33,00' ' ` EL-33,00' EL�32.50' / ` X ELG2,50' EL,32,50' % ` SERVICE LINE PAVING 520.25 1.0 0.11 88.44 -------------- ---, --- ----------- ♦ -------------- ---, --- -------------- -------------- I I I IGAS I LANDSCAPE I ------_I ------ I I 1 - -I------ I ------ I GAS-GAS-GAS-GAS-G[S-GA -GAS GAS- 2/gg7.25 O.I7 O.I7 86.62 i 1 1 I i 1 1 1 i t R �A TOTAL 4,3703 302.1 i I 1 I I I 1 I 1 I i I PROP. METE C UNIT A I UN I T B I UN I T C UNIT D UN I T E VAULT 4 v O REO'D. AREA©RETENTION: 302.1 CU. FT. GARA E FIN, - - GARA E FIN, GARAGE ' 5HUTOFF VALVEx 502.1 / 68.42 = 4.6 = 5 L. FT. FIN. FLR. I FLR, L133.15' I FIN. FLR. I I I FIN. FLR. I FLR. L132,65' FIN, FLR, : FIN. FLR, FIN, FLR,I �LI PROVIDE: i EL:33,50 I I 4EL,33,,5 0 I I ED33.00' I I EU33,00' I EL:33,00 I �- NTC: 31.25 u , EI- 2,65'I NBC: 30.75' (1) 10' DIA. POOL, TOTAL EFF. POOL DEPTH = 5' L.F. ' I I ' IREAR YARD DRAINAGE - TOTAL MULTI DWELLING UNITS II I III I I I I I I 'L-------- ------ --------JL-- EL:33,42' I`- - \ EL 33,00' / -' EL 33,42' EU32.92' I`- \ ED32.50' , `- - EL�32.92' EL�32,92' ' EL:32,50' AREA RUNOFF 2" VOLUME EL:33,00' \ / EL:32.50 \ / EL 32,50' EL�32.50' , Q EL:33.36' ED .36' EU32,85' / � EL:32,85' ED32,85' . , W ITEM -UNITS A $ B (S. F.) FACTOR RAINFALL CU. FT. `\ ; BUILDING 1,665.2 1.0 0.17 283.08 ' SHADED AREA OUTLINES NTC: 31.45' AVI G 0 PROPOSED OPEN SPACE i \` ' �'' I `., , / , -' I \`\ ' I�p NBC: 30,95' ` P N 326 1.0 0.17 55.42 ` T,❑.-G�ATF - ❑• G AT (L ., .�T,❑,yGl?,ATE,. cvD I 'F,rl32,50' 'E�:32N' �32•N' LANDSCAPE 8 16.2 246.1 `\ B i ; © ; O _� S 0.17 0.17 n2 I j j LOCATION OF �' TOTAL 10,507.4 584.E TEST BORING AREA A ; AREA B AREA C z QD. AREA© RETENTION: 584.E GU. FT. --�� _ -- -- -- -- _- .. " -- -- -- -- -= - -- -- -- - 1- -- -- -- -- -- -- - -- -- -- - ---- -- -- -- - -- -- - - -- -- - -- -_ __ F<. 584.6 / 68.42 = 8.5 = q L. FT. T�r ---�- -J--- „ PROVIDE: 540�13 10 E EL:33,00 EL�32,50' EL:32.50' S03.40 xF 11 _ in o o in in in in in in o o n in i� un un in �' �' (I) 10' DIA. POOL, TOTAL EFF. POOL DEPTH - q' L.F. o In CU I- (U 1- CU l (`) 00 V) o In o 0 � M CO cM 00 ri ci ri al ri cu ri cv ri ni m m m m M M m m m NTC: 31.70' ` AREA RUNOFF 2" VOLUME NBC: 31.20 ITEM -UNITS G 4 D (S. F.) FACTOR RAINFALL CU. FT. � � � � uu uu u � luu BUILDING 1,665.2 1.0 0.17 283.08 zz zz zz zz END OF PROPOSED z z z z z z z z z z �- PAVING 326 1.0 0.17 55.42 EU32,00' PROPO CONCRETE CURB EL131,85' in in � EL 32,75' 2 I A 0.17 0.17 232.87 �~ CONCRETE CURB PROPOSED GON TE CURB cb oo M � �2 �y �ti. 1 I LANDSCAPE 8 57.g �,�% \x x x TOTAL 10,04q.1 571.37 (v X G� �v U U 22 °ti x �2 NORTH STREET �2~ �2�° z 117 Q'D. AREA Q RETENTION: 571.37 GU. FT. 3 41' ,72' PROVIDE: 571.37 / 65.42 = &.3 = g L. FT. (I) 10' DIA. POOL, TOTAL EFF. POOL DEPTH = q' L.F. PROPOSED GRADING & DRAINAGE PLAN 0 20' 40' © AREA RUNOFF 2" VOLUME N A ITEM -UNITS E (5. F) FACTOR RAINFALL CU. FT. A\NOTE: MULTIPLE UNIT HOUSING 5TRUGTURE SEPARATED INTO TWO MULTIPLE UNIT HOUSING STRUCTURES AS BUILDING 837.1 1.0 0.17 142.30 PER PLANNING BOARD COMMENTS, REVISED DRYWELL LOCATIONS AND AREA CALCULATIONS PAVING 163 1.0 0.17 27.71 LANDSCAPE 5,745.0 0.17 0.17 166.03 TYPICAL DRY WELL TOTAL 6,745.0 336.04 GRADING & DRAINAGE NOTES ALLOW 4" FOR FINAL Q'D. AREA RETENTION: 336.04 CU. FT. 10" REINFORCED TRAFFIC BEARING SLAB 336.04 / 68.42 = 4A = 5 L. FT. ADJUSTING OF CASTING PROVIDE: I. CONTRACTOR 15 TO FAMILIARIZE HIMSELF AND ACKNOWLEDGE TO CARRY H-20 LOAD WITH AN OFFSET CAST IRON COVER (1) 10' VIA. POOL, TOTAL EFF. POOL DEPTH = 5' L.F. HI5 FAMILIARITY WITH ALL THE GENERAL NOTES, AS WELL AS OPENING. GRADE SOLID or GRATE . ANY AND ALL DRAWING SHEET SPECIFIC NOTES BELOW. 7 ROOF DRAIN TOTAL STORM WATER POOLS REQUIRED: 2. CONTRACTOR SHALL FURNI5H AND INSTALL ALL UNDERGROUND (PROVIDE: 6"4), " PVG ______________ (1) I O' DIA. POOL, TOTAL EFF. POOL DEPTH = 5' L.F. 2411 12 (I) 10 DIA. POOL, TOTAL EFF. POOL DEPTH = 8 L.F. CONDUITS AND/OR PIPING FOR ALL NEW UTILITY SERVICES PIPE, SDR #35) (3) 10' DIA. POOL, TOTAL EFF. POOL DEPTH = q' L.F. (GAS, WATER, ELECTRIC, TELEPHONE/CATV) IN AGGORDANGE WITH UTILITY COMPANY STANDARDS AND GUIDELINES. OPENING NOTE: O ALL NEW STORM WATER DRAINAGE WELLS TO BE 3. CONTRACTOR SHALL ADJUST ALL REMAINING 5TRUGTURE5 TO INSPECTED 4 GLEANED AT THE COMPLETION OF ALL WORK. MEET PROPOSED GRADE FLUSH. WARPING OF PAVEMENT 10'(P POOL X EFF. DEPTH ' ' ° NOTE: SURFACE TO MEET EXISTING STRUCTURES SHALL NOT BE CONTRACTOR TO MAINTAIN ALL SEPARATION DI5TANGE5 PERMITTED. IF STRUCTURES CANNOT BE ADJUSTED TO MEET (SEE LOT DRAINAGE ® ® D BETWEEN STORM WATER DRAINAGE WELLS, SANITARY GRADE FLUSH, GONTRAGTOR SHALL CONTACT Ti-iE ENGINEER CALCULATIONS) ° v SYSTEMS AND ALL UTILITIES AS REQUIRED. OF RECORD IMMEDIATELY IN WRITING. BAGKFILL GRANULAR M1 ATERIAL ALL ®TH GLEAND AROUND BASIN FOR FULL °. n t> DEPTH. � z 10'-0" cV GROUND WATER NOTE: CONTRACTOR MUST LOCATE 4 IDENTIFY ALL UNDERGROUND PIPES, WIRE5 $ UTILITIES BEFORE GOMMENG I NG WORK. :INTERCONNECT NEW POOLS AS SHOWN ON PLAN PROPERTY OWNER/APPL I CANT: :LAYOUT OF POOLS ARE ARBITRARY :RETAIN STORM FLOW OF 2" PER 50. FT. KOEHLER FAMILY LTD. PARTNERSHIP NOTE: ALL PROPOSED DRYWELL5 NOTED FOR RESIDENTIAL LOTS TO BE INSTALLED AFTER MAJOR 105 ALLEN BLVD. BUILDING CONSTRUCTION IS COMPLETE. FARMINODALE, NEW YORK 11755 S.G.T.M#: 1000-102-5-q.2 1 SSUED FOR REVISIONS THESE ARE AN INSTRUMENT r PROP05ED MULTIPLE UNIT HOU51NO FOR: PROPOSED C RAD I NC 4 DRA I NAO E PLAN, 'k AQ ,=%� DATE: q-2&-23 SERVICE AND ARE THE PROPERTY ` TYP I GAL DRA I NAC E DETAILS, DRA I NAC E OF THE ARCHITECT,INFRIN6EMENT5 R 'may , '" "" GRAMMAS CONSULTANTS No. DATE REMARKS No. DATE REMARKS HIL.LBEPRO5ECUTED. : �� KOEHLER FAMILY LIMITED GALGULATIONS, NOTES �✓ �. SGALE• AS NOTED A R C tI I T E C T L) R E E N G I N E If R i N G 1 3--1-24 PROGRESS SET - REVIEW GONTRAGTORSHALLVERIFYALL PARTNERSHIP DRAWINO NO. FIELD CONDITIONS AND DIMEN510N5 ` AND BE RESPONSIBLE FOR FIELD 208 ROUTE I Oa, 2 4-11-24 S 1 TE PLAN SUBMITTAL FIT AND auALITY of YJORY. �'" LOCATED AT:SUITE 208 FARMINODALE NEW YORK 11735 FIT �1YO BE MADE � 1 �� PRAHN: B.J.A. TEL.: 631-3q3-6805 FAX: 631-3q3-6808 3 5-q-25 AS PER PLANNING BOARD COMMENTS IN BEHALF OF THE CONTRACTOR - ' �� 645 NORTH STREET E-MAIL: NGDG 9 AOL.GOM FOR ANY ERRORS,OMISSIONS, N .,. CUTCHOGUE, NEW YORK, 11935 0 NOR NEaEGT ON HI5 PART. �-u.•" " JOB NO: 2256 s P wo/F � wo/F N/o/F � � Lu z WYANDANGH RE CORP. WYANDANGH RE CORP. I WYANDANGH RE CORP. p 7 p S40013'20"W -- -- - - - --�-- -- -- - - - -- -- - -- - -1 -- -- - - - - - - - -- -- -- -492.43' W- Lu EXIST. Q- Bpi" UTILITY w w �e w U_ cal POLE 2�' PROPERTY LINE - - W CI � 0/ o�- - - O :i v x .I LO 50% «3 EXPANSION POOL I 2 SHADED AREA OUTLINES t!1 Os v PROPOSED OPEN SPAGE: O LEACHING 2 REOV. - 20,OTI SF. WO POOLS �„ POOL TO PROPERTYNLINE PROVIDED - 58,396 51' I z ZI Q+ SEPTIC Qo W � TANK � Li ir FUTURE EXPAN510N a 1�yy � o POOL (Y 1--� z I of o aI DISTRIBUTION 10' DIA. LEAGHING POOL / POOL5 (TYP. OF 2) 4 w MULTI UNIT MULTI UNIT WATER t HOUSING HOUSING SERVICE O FRESH AIR VENTNORWEGO I/A O O (2 UNITS) (3 UNITS) GAP w/PO5T AT 18 WIABOVE GRADEOWTS SYSTEMEXIST. ~ 41 UTILITY POLE x < I PATIO PATIO 4 PATIO PATIO PATIO — — - PROPERTY LINE - - INDIVIDUAL UNIT SLAB SLAB i GLEANOUT SLAB SLAB SLAB GLEANOUT v v • • v v • • v (TYP. OF 5) I a ROAD Z PROP. FIN. FLR. PROP. FIN. FLR. PROP. FIN. FLR. PROP. FIN. FLR. GAS—GAS—GAS—GAS—GAS —GA —GAS GAS— i EL. E35.5' EL. 35.5' EL. 33.0' EL. 33.0' "PROP. WATER '" " "0 A TYPICAL PLO T PLAN I ------ ------ ------ ------ ------ SERVICE LINE I (NOT TO SCALE) GARAGE OARAOE OARAO -ARAOE GARAGE \ ' O + s I + ,r` \ PROP. METER --- \VAULT 4 5HUTOFF1 uu i \ SANITARY SYSTEM NOTES I -AT L- 4 SANITARY SYSTEM TO BE A5 MANUFAGTURED \�LOCATION IF NEW p � B` : \ UNDE W I \\ELECTRIC NE � I- NORWEGO HYDRO-KINETIC WASTEWATER pu TREATMENTSYSTEM OR APPROVED EQUAL. SHADED AREA OUTLINESo2- THERE WILL BE NO INDUSTRIAL WASTE INTO PROPOSED OPEN SPAGE THIS SYSTEM. o --I o , o \\ ° 3- THERE W 1 LL BE NO CONTAMINATED WASTES nt LOCATION OF \ �' RETURNED TO THE SOIL. TEST BORING \\ :z 4_ MAINTAIN GLEARANGE5 AS SHOWN ON PLAN. ---�--- o -��- -- -- -- -- -- -- -- -- "-- -- -- -= -- -- -- -�- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- - -- -- -- APPROX. 5 GROUND WATER WILL BE IN EXCESS OF 17 S40 13 10 E LOCATION ROUTE 25 503.40 \\ OF EXIST. FIRE FT. BELOW THE SURFAGE. \ HYDRANT 6- MAINTAIN 10'-0" MIN. GLEARANGE BETWEEN MAIN ROAD EXIST. UTILITY \ �- WATER LINE AND ANY UNIT OF THE POLE \ o SANITARY SYSTEM OR DRAINAGE GUY WIRE W STRUGTURE. END OF PROPOSED 7- LAYOUT OF UNITS TO BE AS SHOWN OR CONCRETE CURB PROPOSED CONCRETE GURB EXIST. EDGE PROPOSED CONCRETE CURB X a- SIMILAR IN PLAN DEPEND I NC ON FIELD OF PAVEMENT W w0 GONDITIONS. �x N 0 R T H S T R E E T 2x 2ti6x o xz' 8- THE GONSTRUGTION OF THE PROPOSED ti SANITARY SYSTEM 15 TO BE GERT I F I ED BY A LICENSED PROFESSIONAL ENGINEER AS BE I N6 INSTALLED IN GONFORMANGE WITH THE APPROVED PLANS. N A PROPOSED SANITARY SYSTEM PLAN Scale: 1" = 20'-0" )7A MULTIPLE UNIT HOUSING STRUCTURE SEPARATED INTO TWO MULTIPLE UNIT HOUSING STRUCTURES AS PER PLANNINGC BOARD COMMENTS, REALIGNED SANITARY SYSTEM AND DRYwELL LOCATIONS SANITARY SYSTEM GALGULAT I ONS GROUNDWATER MANAGEMENT ZONE IV MIN 20" DIA GAST IRON FRAME $ POPULATION DENSITY EQUIVALENT = 600 gals per day/acre COVER AT GRADE. GOVERS TO REMOVABLE AERATION GLARIFIGATION LOOKING GASTING BE WATER 4 INSECT TIGHT SGDf-I PRO-EGT DENSITY LOADING 4 DESIGN SEK46E FLOW RATES - INSPECTION CHAMBER CHAMBER COVER [TO GRADE COVERS GONERS FIN. GRADE FIN. TABLE I - EL -23.4 FOIJr'INO UNIT N 601 S.F. - 1,200 S.F. FLOOR AREA, FLOW FROM GLEAN OUT - - °' '- - °'= - � � HYDRAULIC LOAD - 225 d/S.f. PRECAST 2'-0" MAX CHIMNEY DEPTH. 5 HOUR ING UNITS 225 ; 2" MIN GONG. DOME - - -—- - -—- O qpd/5.f. = 1,125 gpd PIPE BACK TO PITCH I/4" PER FT. = = - ° DISTRIBUTIO NV. + 2 I.I a PITCH 1/8 PER FT. (MIN.) o o° 0 0 0° PROM DE: NORWEGO 51 NG-tJLAI R HYDRO-KI NETI G WP5TE1^IATER TRF}ATMENT °gyp 0 o BOX 0�0° PRECAST CHIMNEY o° ° °°o° °°0 8 SYSTEM MODEL 1250 GPD. RATED CAPACITY - 1,250 gpd, INV. +20A4 0 O 0 00 , °�o o a o °° °°° TOTAL SY5TEM GAPACI lY 3,150 GALLONS - o O O6 o 4" DIA TRANSITS PIPE b:: 00�0 o�opo 6:1 00. 000 0� EL I�i.25 MINIMUM REQUIRED LEACHING AREA FOR L.EAGHING POOLS IS 300 S.F., INV. 20.25 O °000 O° o 0. 0 Q0 O° 0 00 PRECAST GONG. NOTE: RUN TWO 4" PIPES OUT p°000� :I ° r°o0 O°o�a� �'op DESIGNED TO RECEIVE ONE FULL DAYS HYDRAULIC FLOW DISTRIBUTION BOX OF DISTRIBUTION BOX ONE 00(�0 10-O 0 ° �o 0 (�O ° 0 q� g� O 0 o ° 3'O o O o 0 ( 7 O � 7 PRETREATMENT ANOXIC AERATION TO EACH LEACHING POOL. 0 0� LEACHING 000� 0 0� 00°$ _ TOTAL.. DAILY HYDRAJLIG FLOW = 1,125 gpd 00 CHAMBER CHAMBER CHAMBERS ° 0°0 0 °0 POOL 0o�o0�0 ° °O °O 10'-O"�7 °0000 1,125 gpd / I.5 C�GI/5.f./day = -150 5.f. 51DE WALL REQUIRED CLARIFICATIONJ o 0 o °oO CHAMBERS Oo0 0 aQ °0 00cr0 O°°O0 00 LEAGHING °o°00000 CV w -50 5.f. / 31.4 s.f./R. = 23.88 LF. = 24 LF. MINIMUM, 10'-0" DIA. POOLS 0 00 °0°° 0° 006 POOL ° °bo° — p NORWEGO HYDRO-KINETIC MODEL #1250 ° O(Do Goo °OO Q) �°O0 PROVIOE: (2) 10'-0" DIA x 12'-0" EFF. DEPTH LEACHING POOLS WASTEWATER TREATMENT SYSTEM 0 °o°o a00°° o °o°o 00 o 0 0° 0 2 x 12'-0" = 24 LF. = 24 LF. (oW 3'-0" MIN. GLEAN ((�� (�o ° ° EL 7.25' °o `i. ° ° 0 ° y-. ° ° o SAND AND GRAVEL ° lVJ 00 Oo oo oo �q O 0°9 IV(c i ) Oo Oo 60 oo 6) oo S O BOT OF POOL EXPANSION GAPAGITY: (1) 10' DIA x 12'-0" � I.EAGHING POOLS COLLAR (TYP) o00 ° �C�000 C}�000 00000�000 o 000 0000o O0000�000�000�000 o Oo °00°°°0°0�°00°0�°°OO°°o o°o°°O o°Oo°o° o°��o°'00 °°O o'00°oo 0°000' O'000.0 o`Ooo00 0°Oo°00o 0°��°°�0 5'-0" MIN TO TYPICAL SECTION THRU SANITARY SYSTEM °°° 0 0° 0 ° o ° �° o ° ° O °° O °0 0 O ° o 0 O 0 O 0 O O0 O O O O ° °O � °O °0000 °o° O °° O (P°°� CPO o 0000 8 0 O u0 o O o0000 o° O 0000� �O 0 GROUND WATER PROPERTY OWNER/APPL I CANT: NOTE: REFER TO DWG. SP-4.1 FOR NORWEGO HYDRO-KINETIC DETAILS KOEHLER FAMILY LTD. PARTNERSHIP 10& ALLEN BLVD. FARM I NC DALE, NEW YORK 11755 5.G.T.M.#: 1000-102-5-cf.2 ISSUED FOR REVISIONS , PLANS ARE AN INSTRNT OF PROPOSED MULTIPLE UNIT HOUSING FOR: DATE: 9-28-23 PROPOSED SANITARY SYSTEM PLAN, SERVICE""°ARE TIE PROPERTY SANITARY GALGULATIONS SECTION .,` OF THE ARGHITEGT,INFRIN6BENT5 00, 0 �y KOEHLER FAMILY LIMITED DETAILS, NOTES G RAM MAS CONSULTANTS NO. DATE REMARKS NO. DATE REMARKS HILL BE PAD. � � "', �� "'A SGALE: AS NOTED A R C H I T c T u e N I N 1 e R I 1 3-7-24 PROGRESS SET - REVIEf�I CONTRACTOR ��► " i. PARTNERSHIP DRAWING NO. FIELD CONDITIONS AND DIMENSIONS AND BE RE5PON51BLE FOR FIELD T, y � a 2 4-11-24 SITE PLAN SUBMITTAL .7 20& ROUTE 10CI, SUITE 208, FARMINGDALE, NEW YORK 11735 FIT AND QUALITY OF WORK. <:4- : LOCATED AT: DRAWN: B.J.A. NO�0"�E5 SHAu-BE MAC �k 02 ' 645 NORTH STREET TEL.: 631-3q3-6805 FAX: 631-3G3-6808 3 8-2�f-24 AS PER 5GDH5 MEETING GOMMENT5 IN BEHALF OF TI-E CONTRACTOR `�J � � E-MAIL: NGDG @ AOL.GOM FOR ANY ERRORS,OMI%10%, Nam`?, CUTCHOGUE, NEW YORK, 119354 0 4 5-cf-25 AS PER PLANNING BOARD GOMMENT5 NOR NE6LEGT ON HI5 PART. JOB NO: 2256 NOTE: REMOTE VENT MUST HAVE A MINIMUM DIAMETER OF 2 INCHES AND MUST 120 VOLT - 10 - 60 Hz - 20 AMP SERVICE TERMINATE MINIMUM OF 18 INCHES ABOVE GRADE, 1 FOOT FROM PROPERTY LINES,AND 3 FEET FROM ANY WINDOWS OR DOORWAY. CRITICAL DIMENSIONS ELECTRICAL NOTE: RECIRCULATION PUMP, AIR PUMP AND CONTROL PANEL MUST BE PROPERLY GROUNDED. CONDUITS 1'- Owl ❑N 0'- 2 1/2" REMOTE VENT WITH Y CARBON FILTER DEVICE [B] 2'- 9" ❑O 1'- 4" as [] 2'- 8" © 51- 8" Q 3'- 7" 0 7'- 0" / M 21- 3" ® 5'- 6" 1— � — —I oeeQ°4� i Q ° ❑F 91- 3" ❑S 0'- 8„ 1'- 5" 0 0'- 8" 4" DIAMETER EFFLUENT LINE ° e - (DUAL OUTLETS MAY BE ❑H 1' 6" FU O'- 1" A COMBINED INSIDE CLARIFIER) d771 519 4" DIAMETER 1 I I A OUTLET COUPLING TO 4" 0'- 3" ® 51- Owl INLET LINE ol 1 ¢ DIAMETER EFFLUENT LINE ❑K 0'- 3" X. 71- 4" / — —1_ �—�— —�J L — —� GASKETED DISCHARGE © 0'- 2" ❑Y 5% O" FLANGE ASSEMBLY MO 0'- 3" �Z 5'- 2" E UF 4 4 4 D FLOW EQUALIZATION DEVICE F norweco- DETAIL HYDRO-KINETIC® ON ON ON MODEL 1250 WASTEWATER PLAN VIEW TREATMENT SYSTEM WITHOUT BIO-FILM 15 R15 R2O REACTOR OFF OFF OFF NOTE: SYSTEMS INSTALLED IN TRAFFIC AND NON-TRAFFIC AREAS MUST UTILIZE 2,000 GALLON TRAFFIC-RATED PRETREATMENT/ANOXIC TANK WITH 8" THICK TOP AND 6"THICK BOTTOM AS PREVIOUSLY APPROVED BY SCDHS. SYSTEMS INSTALLED IN TRAFFIC AREAS MUST UTILIZE TRAFFIC-RATED CONTROL AIR RECIRC THREE CHAMBER TREATMENT TANK WITH 6"THICK TOP AND 5-1/2"THICK BOTTOM AS APPROVED UNDER SCDHS NS-014.ADDITIONAL THICKNESS TO BREAKER PUMP PUMP TANK TOP AND BOTTOM ADDED TO OUTSIDE OF TANK SHOWN. BREAKER BREAKER GENERAL NOTES: AERATION CHAMBER RISER AP CASTING WITH LID Q FALL THROUGH THE HYDRO-KINETIC;PLANT FROM INLET INVERT HIGH WATER TO OUTLET INVERT IS FOUR INCHES. INLET INVERT IS TWELVE ® ® ® PRESSURE MODEL A100 OR MODEL A150 AIR ALARM FLOAT INCHES BELOW TANK TOP. SWITCH#1 PUMP(2 REQUIRED) (MAY BE REMOTELY LOCATED) CLARIFICATION CHAMBER © ON DEEPER INSTALLATIONS, RISERS MUST BE USED TO EXTEND PRETREATMENT CHAMBER ANOXIC CHAMBER RISER RISER CASTING WITH LID CASTINGS TO GRADE. AP RISER CASTING WITH LID CASTING WITH LID FLOW EQUALIZATION DEVICE AIR (SEE DETAIL) �3 TANK REINFORCED PER ACI STD. 318. PRESSURE APPROVED SEALANT GROUT OR SYNTHETIC SEAL H SWITCH#2 OR SEALING DEVICE SOLVENT WELD :� ® ALL ACCESS COVERS WEIGH IN EXCESS OF SEVENTY-FIVE ' ,e a: ° , ,..:a..,.a.°° '°a: s • a °:,:a° T� CONNECTION © a_°•Q�o°,P_o%e. :t:oa_°,P eQ o°,aio-, a:°s, epaQ o p°.P_° oP%°. . ° — _ POUNDS EACH TO PREVENT UNAUTHORIZED ACCESS. ® A _ - o _�Q ° 0 �� CONTACT THE LOCAL, LICENSED HYDRO-KINETIC® DISTRIBUTOR 0000 00000 - a I ® I FOR ELECTRICAL REQUIREMENTS. p •.a V _ e Pam° CONTROL RECIRC AIRPUMP ALARMS COMM °" "°" "°" "°" a•-" --- _ _ _— -- BREAKERS RELAY AUX AC/DC AUX POWER FLOATS a: COLLECT EFFLUENT SAMPLES FROM FLOW EQUALIZATION INCOMING RECIRC.PUMP AIR PUMP ON/OFF ALARM OVERRIDE X e, see L CLARIFICATION — — DEVICE INSTALLED IN CLARIFIER. Ll N G P1 N G Al N G 1 2 3 4 5 6 CHAMBER `�° =° °Q:; / © PRETREATMENT AND ANOXIC CHAMBERS MAY BE INCLUDED AS 0 0 60° INTEGRAL COMPONENTS OF THE TREATMENT TANK. ee a• ,e a.°° 1 60' U K PRETREATMENT ANOXIC MODEL SD103 CONCRETE CHAMBER CHAMBER RECIRCULATION PUMP OUTLET END VIEW COLLAR ® ® TRANSFER TEE MIXING BAR AERATION DIFFUSER BAR CAST-IN AERATION 24" END PLUG SUBMERGED CHAMBER CHAMBER TRANSFER PORT C. I. RISER TRANSFER PORT NOTE: SYSTEMS CERTIFIED BY NSF TO NSF/ANSI FIRST FLOOR & COVER EL: +33.5FINISHED GRADE SECTION A-A STANDARD 40 MUST INCLUDE MODEL A100 AIR PUMP. � EL: +33.0' NOTE: TOTAL SYSTEM CAPACITY: 3,150 GALLONS RATED CAPACITY: 1,250 GALLONS PER DAY FIBER JOINT NOTE: A TWO CHAMBER 2,000 GALLON TANK IS UTILIZED FOR THE PRETREATMENT AND ANOXIC CHAMBER. PACKING THE PRETREATMENT AND ANOXIC CHAMBERS EACH HAVE A VOLUME OF 1,000 GALLONS. BUILDING C.I. SEWER NOTE: SYSTEMS INSTALLED IN TRAFFIC AREAS MUST UTILIZE HEAVY-DUTY LOCKING CAST IRON COVERS AND FOUNDATION PIPE (TYP.) PVC PIPE CASTINGS FOR ALL SYSTEM ACCESS OPENINGS AND PRETREATMENT TANK COVER SLAB,AS PREVIOUSLY 30' C.I. ELBOW SDR 35 LZ APPROVED BY SCDHS FOR HS-20 LOADING. TO SANITARY SYSTEM CAST IRON PIPE CAST IRON FROM DWELLING 60' WYE C.I. TO PVC L N _ M _ M F_ M _ HOUSE ADAPTER _ INV: +23.2' 120 VAC RECIRCULATION AIR AIR HIGH WATER ALARM POWER PUMP PUMP#1 PUMP#2 CONTROL SUPPLY FLOAT GENERAL NOTES: 0 A DEDICATED 20 AMP CIRCUIT BREAKER AT MAIN SERVICE PANEL SHOULD NOT BE ENERGIZED TYPICAL CLEAN 0 U T DETAIL UNTIL THE AIR PUMPS ARE INSTALLED AND READY TO BE PLACED INTO OPERATION. © EACH UNIT INSURE THE AIR PUMPS ARE OPERATING WHEN THE FACILITY IS OCCUPIED. (]3 THE LOCAL, LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AIR PUMPS INTO SERVICE. PROPERTY OHNER/APPL I CANT: KOEHLER FAMILY LTD. PARTNERSHIP 108 ALLEN BLVD. FARMING DALE, NEW YORK 11755 S.G.T.M.#: 1000-102-5-q.2 ISSUED FOR REVISIONS nE5E PLAINS ARE AN IN5TRUMENT of PROPOSED MULTIPLE UNIT HOU5INO FOR: NORNEGO SANITARY SYSTEM DETAILS 5ERVICE AND ARE THE PROPERTY ' DATE: 9-2&-23 NO. DATE REMARKS NO. DATE REMARKS OF �H 5 �� " e DIAGRAMS, ELECTRICAL DETAILS, NOTES GRAMMAS CONSULTANTS � KOEHLER FAMILY LIMITED .. ,. 0 �� A R C r1 I T L C T U R E- F- E N G I N Iw E R 1 hJ G 1 5--1-24 PROGRESS SET — REAL EN CONTRACTOR SHALL VERIFY ALL -,;r'c�. SCALE: AS NOTED , FIELD CONDITIONS AND 01106ION5 N .� PARTNERSHIP DRAM I NG NO. AND BE RE5P0N6I6LE FOR FIELD �'=n � Y 2 4-11-24 SITE PLAN SUBMITTAL FIT T„r u LOCATED AT: DRAWN: B.J.A. 208 ROUTE I Oa, SUITE 208, FARM I NGDALE, NEW PORK 11735 FIT AND QUALITY of woRK. NO�O"�E'94AU BE MADE ' � 645 NORTH STREET TEL.: 631-3�i3-6805 FAX: 631-3q3-6808 IN BEHALF of THE CONTRACTOR , E—MAIL: NGDG @ AOL.GOM FOR ANY ERRORS,OMI%IM, C CUTCHOGUE, NEW YORK, 11935 NOR NE6LECT ON H15 PART. -= JOB NO: 2256 S P LL_ O O w Z LL z CD w 0 w o o oww Q CnQ W w W W W W W w w w W w w w W w 'Y w W w w w W w w w u• w W w w W w w W w W w w w w W w w J' w w WEXI Cn G- Cn a_ W w ,!= w w w W w W W W w v w w w w w w v W J.= w W w Jj w w w w W w w w W W w w w J• w W W w w w w UPT I L I T Y w w w w w w W w W w `1, w w w w IVW w w W w w W IVw w w w J= w W w w w w W w w W J w J W w w w w w Y W W W W W w W W w w w w W v= w w W wPOLE w ,Y W x W '-,l w .y W w W W W w w W w V= W w w W w w W w v w ^E= w w W W W °Y w '.1 W W w w W W W w w w w w J w W w W w w w W W w W v= W w w V= w w W w W w •Y w •Y w W J• w w w w W w w w W w w w w w W w w ^Y v w v= W w w W w w W w w w W W w w W v.• W v w w w W W/ Cn / W W w w w w J' w J' W W w w w J"• w ^1' w v• w w W W w w w w w W w J' w J= W W w J w J ,✓ v w w w w W °L w ti= W W W w w W W w J� ,.l- w W J' W W w W w rl� �v' w , w W v w v W w W It, W w W 41 W W '^Y J. 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W v W p �---� 50 .40' m 30' • 9"MAPLE EXIST. UTILITY L- LAWN POLE 0 I- 20"HONEYLOCUST LAWN • LAWN I �------ _.I_ � .. ..-�__ o w 11"OAK • (JY WIFE _.._............_.........— ----.._.._.._.W...._.. ......_......_. .... 7"RED CEDAR PROPOSED CONCRETE CURB ! SIGHT DISTANCE 24"HONEYLOCUST 30' I TO REMAIN CLEAR X 18"HONEYLOCUST 10"HONEYLOCUST 20"HONEYLOCUST � w 31"HONEYLOCUST NATURAL GROWTH INTO RIGHT OF WAY N ® R T FTI S T R E E T NOTE: MULTIPLE UNIT HOUSING STRUCTURE SEPARATED INTO TWO MULTIPLE UNIT HOUSING STRUCTURES AS PER PLANNING BOARD COMMENTS. PLANT LIST QUANTITY SYMBOL BOTANICAL NAME `7 COMMON NAME SIZE 1 ARA Acer rubrum 'Armstrong'* Columnar Red Maple 2 1/2-3" cal. 1 CAC Carpinus caroliniana* American Hornbeam 2 1/2-3" cal. 3 CC Cercis canadensis* Eastern Redbud 2 1/2-3" cal. 1 CFR Cornus florida var. rubra* Pink Dogwood 2 1/2-3" cal. 1 "-2"DOUBLE TOP OF ROOT BALL TO BE Dennstaedtia unctilobula* Ha scented Fern 1 rt. SHREDDED BARK MULCH FLUSH WITH GRADE;ROOT 12 DHF p Y q BACKFILL SOIL FLARE SHOULD BE VISIBLE 15 IGC Ilex glabra 'Compacts'* Inkberry 2 gal. 50 OS Onoclea sensibilis* Sensitive Fern 1 q►t• i "' ° ' � 10 PL Prunus laurocerasis 'Otto Luyken' Cherry Laurel 3 gal. `. ) .d1L�.l�4riauii �r'{ i� �rr i - 1 PMF Pierls Japonica Mountain Fire Andromeda 3 gal. NYLON STRAP OR REINFORCED RUBBER _ 3 x BALL WIDTH MIN. _ SET ROOT BALL ON FIRM HOSE SECURED ABOVE FIRST BRANCH SHRUB ROOT BALL TO MEET UNDISTURBED 1 QAW Quercus alba lWhite Oak 2 1/2-3" cal. TREES LESS THAN 6"CALIPER:TOP OF ROOT BALL NOTES: OR EXCEED A.A.N.STANDARDS SUBGRADE TO BE FLUSH WITH GRADE;ROOT FLARE SHALL BE Long Island/Northeast Native/Cultivar DEPTH OF DOUBLE VISIBLE AFTER MULCHING 1. REPORT ANY SUBSOIL WATER CONDITIONS TO LANDSCAPE ��fJJDSCgpF SHR=DDED BARK MULCH TREES OVER 6"CALIPER: TOP OF ROOT BALL ARCHITECT PRIOR TO PLANT INSTALLATION. �� W TAPER TO 0"AT ROOT FLARE SHALL BE 2"-3"ABOVE GRADE 2. ALL SHRUBS TO BE WATERED IN THOROUGHLY ON DAY OF 3116 GAL.TURNBUCKLE INSTALLATION REGARDLESS OF RAINFALL. V 3"x 3"MILLED CEDAR OR \ 4"DIA.NATURAL CEDAR 2"x4"x30"CEDAR STAKE ATA45 SHRUB PLANTING DETAIL STAKES(2 PER TREE) DEGREE ANGLE(3 PER TREE) DRIVE STAKES AT ANGLE NO ALL TREES TO BE WATERED IN AND DRAW VERTICAL WITH THOROUGHLY ON DAY OF INSTALLATION ��OF r WIRE TO CREATE TENSION REGARDLESS OF RAINFALL. ' 2. DO NOT HANDLE TREE BY TRUNK. SPACING AS PERK` 3. WOUNDED TREE WILL NOT BE ACCEPTED. LANDSCAPE ARCHITECT WORK SOIL TO A MIN. 2"SAUCER(REMOVE I� 4. ALL NYLON I POLY STRINGS,ROPES, 'I� DEPTH,INCORPORRAA TE AFTER ONE YEAR) MATERIAL TO BE REMOVED FROM TREE � 'k� �* � AMENDMENTS AS SPECIFIED AND DISPOSED OFF SITE. r r r BY LANDSCAPE ARCHITECT REPORT ANY SUBSOIL �� 5. EXCESSIVE CIRCLING ROOTS OR WATER CONDITIONS CIRCLING ROOTS THAT CANNOT BE TO L.A.PRIOR TO ANY > a ?'_._ �: '.;,. = rti „• E i r i T:�:. I Ifili.... .. Fr:1I i._� .i1`— COMBED OUT WILL BE SUBJECT TO 1 "-2"DEPTH OF DOUBLE LANDSCAPE PLAN SCALE: 1"=20'4' PLANT INSTALLATION I I II I N��r - /Y >\a�;; ', F) I;,)!I li REJECTION BY LANDSCAPE ARCHITECT. SHREDDED BARK MULCH BACKFILL SOIL AS SPECIFIED BY (i, q 6. DO NOT PRUNE TREE UNLESS DIRECTED LANDSCAPE ARCHITECT) ( I l z NOTES: 1[I{!I: mil,'':`;_;. .)`'" BY LANDSCAPE ARCHITECT(L.A.). �l.i:ai.'. :FE II:....1.l ...ill::<<'.};;,1I,;;.111;. _I�;.. 7. STAKES AND GUYS REQUIRED ONLY IN DRAWING NOTES: 645 NORTH STREET SET ROOT BALL ON FIRM, "-I I I_....F R WINDY EXPOSED CONDITIONS. 1. ALL PLANTS TO BE WATERED IN THOROUGHLY ON DAY OF INSTALLATION 3x ROOT ALL WIDTH MIN. REGARDLESS OF RAINFALL. UNDISTURBED SUBGRADE; BACKFILL 8. CONTRACTOR RESPONSIBLE FOR REMOVE WIRE BASKET& ROOT BALLS S MEET STANDARDS SOIL STRAIGHTENING TREE THROUGH THE 2. REPORT ANY SUBSOIL WATER CONDITIONS TO LANDSCAPE ARCHITECT PRIOR TO 1. THIS DRAWING IS AN INSTRUMENT. SERVICE RENDERED TOTHE CLIENT FOR VILLAGE APPROVAL 645 North Street EXCEED ASNS STANDARDS INSTALLATION. AND GENERAL LAYOUT PURPOSES. NOT FOR CONSTRUCTION. CUtCIIO Ue, NY DISPOSE OFF SITE ANSI Z60.1-2014 GUARANTEE PERIOD(VERIFY WITH L.A.). 9. USE GUY WIRES IN GROUND COVER AREA 2. BASE INFORMATION FROM SURVEY BY OWNER DATE UNKNOWN. THIS DRAWING WAS NOT PREPARED DECIDUOUS TREE PLANTING DETAIL (REMOVE AFTER ONE YEAR). GROUND COVER PLANTING DETAIL UNDER THE DIRECT SUPERVISION OF A LICENSED LAND SURVEYOR AND SHALL NOT BE RELIED UPON NTS TO ESTABLISH BOUNDARY MONUMENTS OR BOUNDARY METES AND BOUNDS. GIBNEY NTS 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 L, 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. 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TOTAL MOUNTING BACK OF BLDG CLEARANCE 0.0 fC O 0.0 fc 0,0 fC N/A N/A 1 TA6 SYMBOL OTY. LABEL ARRANGEMENT LAMP OurPUT LLF DESCRIPTION TEMP.(IU WATT5 WATT5 SPECIFICATION NAME HEIGHT BLDG BACK SIDE LIGHT TRESPASS 0,0 fc 0,0 fc 0,0 fc N/A N/A RDA LIGHTING - LED GOOSENECK GOOSENECK MOUNTED LED, 3000K RDK LIGHTING k A I5 FIXTURE - #VG5214DM - BRONZE FINISH, SINGLE 1,112 O.qS w/FR05TED LENS 5,000 ?q 3q5 #VrS214DM-LE0I4-A-3K-ARM 5 (MODIFIED), 7'-6" A.F. FLOOR BLDG FRONT SIDE LIGHT 0,0 fc 0,0 fc 0,0 fc N/A N/A OVERALL 51ZE 11.5" H. x 14" W. TRESPASS DARK SKY COMPLIANT ANT GL-I OOF #008506 LENS - RDA LIGHTING - LED GOOSENECK GOOSENECK MOUNTED LED, 3000K RDK LIGHTING BLDG LEFT SIDE LIGHT TRESPASS 0.0 fc O 0,0 fc 0.0 fC N/A N/A B 5 FIXTURE - #VG5212A - BRONZE FINISH, SINGLE 1,112 OA5 WFR05TED 6LA55 LENS 3,000 -1q 1,1&5 #VC5212A-LEDI4-A-3K-ARM 5, ' " 8-O A.F. GRADE BLDG RIGHT SIDE LIGHT TRESPASS 0.0 fc ❑ 0.0 fc 0.0 fc N/A N/A DARK 5KY COMPLIANT OVERALL 51ZE 12Y4" H. x 12" W. GL-IOOF #00&506 LENS FRONT DRIVE 0.3 fc ❑ 6.9 f 0.0 fc N/A N/A LEFT SIDE CLEARANCE 0.0 fc X 0.0 fc 0.0 fc N/A N/A LEFT SIDE OPEN SPACE 0.0 fc ❑ 0,0 fc 0,0 fc N/A N/A 4 RIGHT SIDE CLEARANCE 0.0 fc X 0,4 fc 0.0 fc N/A N/A -° UNIT A ENTRANCE 5,1 fc X 6.0 fc 3.4 f 1,811 1,511 ;l UNIT A PATI❑ 1.4 fc ❑ 5.0 fc 0,0 fc N/A N/A UNIT B ENTRANCE 4.9 f X 6.0 fc 3.1 fc 1,911 1,611 SPECIFICATIONS Arms DIMENSIONS Construction Available RNIS include, UNIT B PATIO 1,7 fc ❑ 6.2 f 0.0 fc N/A N/A Domes,arms and mounting plate are made ARM2 of aluminum with a durable powder coat UNIT C ENTRANCE 5,0 fe + 6,1 fc 3,2 f 1,911 1,611 paint finish,VgriorIscombinationsotfxrures ARM3 / and arms can be combined in custom ARM4 SA• UNIT C PATI❑ 1.6 fc X 5,7 f 0,0 fC N/A N/A colors.attacAn hed to onal metoe direct ely) RM6 I' u.r can be attached to the dome to direct light \ � UNIT D ENTRANCE 4,8 f O 6.0 fe 3,1 fe 1,91l 1,511 where needed Finish ` -- % u.r Mounting Bronze,White,Black PROPERTY OWNER/APPL I GANT: UNIT D PATI❑ 2.0 f e X 6.0 fc 0.0 fc N/A N/A Fixture can be surface mounted on a Custom colors optional junction box on the wall. <OEHLER FAMILY LTD. PARTNERSHIP UNITE ENTRANCE 4,9 f ❑ 6,0 fc 3,2 f 1,911 1,511 Options Electrical . Globes UNIT E PATI❑ 1,3 fc + 4,7 f 0,0 fc N/A N/A Total system wattage is 14 Watts.The . Guard ►Z.� 14.0• O ALLEN BLVD. standard unit has a high efficiency driver that . Wire Cage(only applicable FARM I NGDALE, NEW YORK 11735 operates at 120-277V as standard. for LG4016) VCS212A VCS214DM • Swivel S.G.T.M.#: 1000-102-5-ci.2 ISSUED FOR REV 15I ON5 PROP05ED MULTIPLE UNIT HOU5ING FOR: DATE: 9-2&-23 PROPOSED L I GHTI NC � PHOTOMETRI G PLAN THESE PLANS ARE AN INSTRUMENT of n,�q �... , SeRnGEAND ARE THEPROPERrY y : : LUMINAIRE SCHEDULE, DETAILS, NOTES OF THE ARGHITEGT,INFRIN6EMQ4T5 � '/ CeC GRAMMAS CONSULTANTS No. DATE REMARKS No. DATE REMARKS WILL BEPROTE-01EED. �0'5 KOEHLER FAMILY LIMITED Y.� 0 t.� f& SGALE: AS NOTED A R C H I T F C ? U R E F N G I N F E R I hd G 1 5-1-24 PROORES5 SET - REVIEW GONTRAGTOR 5HAl1 VERIFY ALL 1 f PARTNERSHIP DRAWING NO. FIELD GONDITION5 AND DIMENSIONS r', k AND BE RE5PO%IBLE FOR FIELD K,.f J rg 205 ROUTE 109, SUITE 208, FARM I NGDALE, NEW YORK 11755 2 4-I I-24 SITE PLAN SUBMITTAL FIT AND QUALITY OF WORK, ,,, DRAWN: B.J.A. TE .: 631-3�i3-6805 - - � W ��MADE ' ��, ;; LOCATED AT: L FAX: 631 3a3 6808 3 5-2cl-24 A5 PER PLANNING BOARD COMMENTS IN BEHALF OF THE CONTRACTOR � -�1`� 645 NORTH STREET E-MAIL: NGDG @ AOL.GOM AS FOR ANY ERRORS,OMISSIONS, ' ° 4 5-G-25 PER PLANNING BOARD GOMMENTS NOR NEGLEGT ON H15 PART. � ` ! CUTCHOGUE, NEW YORK, 11935 JOB NO: 2256 SP 0 1 1 I 1 ' Z � I I I Iuz w ~ N/O/F , N/O/F , N/O/F , z WYANDANGH RE CORP. WYANDANGH RE CORP. I WYANDANGH RE CORP. ' `p T p S40013'20"W -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -1 -- -- -- -- -- -- -- -- -- -- -- __ __ __ IV EXIST. , X Q. X Q- eo UTILITY w !L LU u- co POLE r O O co C11I I� J Q AREA OF PROPOSED OPEN J I SPAGE TO REM I AN IN IT'S NATURAL GOND I TI ON I � 1 TEMPORARY SILT FENCE I W SEDIMENT BARRIER ALONG -- --_J PERIMETER OF CONSTRUCTION i z AREA (SEE SP-1.1) 1 1 1 1 /TEMPORAR-�\ tY RUNOFF 1 Q Lu i O O O GC,NTROL/SEDIMENT w `SANITARY `� BA51 N ►1J 1 COVERS ' pp STRAW BALE ----- O z I �_ O p SEDIMENT CONTROL Q 1 AREA OF PROPOSED OPEN O PROTECTION 1 SPAGE TO REM I AN IN IT'S —� o (SEE 5P-7LS (TYP)1) UTILI NATURAL GOND I TI ON O SEE . POLE Q I PATIO PATIO PATIO PATIO PATIO s SLAB SLAB SLAB SLAB SLAB aj CONTRACTOR SHALL INSTALL TEMPORARY V I1 ORANGE SILT FENGINO TO PROTECT NATURAL • PROP. GAS AREAS AND COORDINATE WITH THE TOWN FOR i SERVICE LINE a 1 INSPECTION PRIOR TO ANY CONSTRUCTION OR ; I GAS—GAS—GAS—GAS S—GA —GAS GAS— DISTURBANCE ON-51TE (TYP.) (SEE SP-1.1) I i I i —" " " " w w TYPICAL SILT FENGINO SHALL BE STAKED OUT 1 ALONG IN51DE OF APPROXIMATE GLEARINO IARAOE i 6AFA01 I 3ARA0E:&ARA&E I I I ARAGE 1 LIMIT LINE, ADJUSTMENTS MAY BE MADE DURING I I PROP. METER I I I I I I VAULT 4 5HUTO M FINE ORADING WORK (TYP) __11_____ - VALVE /I ! zs . e 1 I Tn I l/1 I O OI I STRAW BALE 5EFAMEI T kM to I CONTROL PROTEGTIO �p co DRYWELL5 (TYP) TEMPORARY SILT FENCE ,r}+ 1 I (SEE SP--1.1) O O SEDIMENT BARRIER ALONG O l PERIMETER OF GONSTRUCTION LOCATION OF / AREA (SEE 5P-7.I) TEST BORI NG z t412.0' 5400 13'0 fE PROPOSED STABILIZED TEMPORARY CHAIN LINK TEMPORARY 5WALE TEMPORARY SWALE17— 5 3- .40 LOCATION OF EXIST. FIRE ROUTE 25 CONSTRUCTION ENTRANCE FENCE ALONG PERIMETER AREA (TYP) AREA (TYP) HYDRANT MAIN ROAD (SEE 5P--l.I) OF CONSTRUCTION AREA (5EE SP-1.1) (SEE SP-1.1) EXIST. UTILITY F- (SEE SP-7.1) POLE Q L < GUY WIRE W EXIST. EDGE Q' OF PAVEMENT LU N 0 R T H S T R E E T N A PROPOSED EROSION PLAN Scale: 1" = 20'-0" NOTE: MULTIPLE UNIT HOUSING STRUCTURE SEPARATED INTO TWO MULTIPLE UNIT HOUSING STRUCTURES AS PER PLANNING BOARD COMMENTS CONTROL INSPECTIONS EROSION CONTROL LEGEND GENERAL LEGEND EROSION AND SEDIMENT CONTROL INSPECTIONS: ,AREA OF STABILIZED CONSTRUCTION ENTRANCE NORTH ARROW THE APPLICANT SHALL NOTIFY THE TOWN OF SOUTHOLD ENGINEERING x 00.00 EXISTING ELEVATION INSPECTOR AT LEAST 45 HR5. PRIOR TO ANY OF THE FOLLOWINO STRAW BALE SEDIMENT CONTROL BARRIER xN.E. 00.00 NEW ELEVATION INSPECTIONS AS REQUIRED BY THE TOWN ENGINEER: TEMPORARY PROTECTIVE CONSTRUCTION FENCE (a) START OF CONSTRUCTION ------- EXISTING METES 4 BOUNDS (b) INSTALLATION OF SEDIMENT AND EROSION CONTROL MEA5URE5 VX XSILT FENGE/SEDIMENT BARRIER (c) COMPLETION OF SITE GLEARING PROPOSED WATER LINES (d) COMPLETION OF ROUGH ORADINO TEMPORARY 5WALE (e) COMPLETION OF FINAL ORADINO O PROPOSED DRYWELL5 (f) CL05E OF THE GON5TRU6TION SEASON WITH SOLID COVERS (9) COMPLETION OF FINAL LANDSGAPINO ►- SHALE FLOW ARROW r (h) 5UGGE55FUL E5TABL15HMENT OF LANDSGAPINO IN PUBLIC AREAS 1 PROPOSED DRYWELL5 POLLUTION/EROSION CONTROL MEASURES ® � WITH GRATE COVERS ALL EROSION AND SEDIMENT CONTROL PRACTICES MUST MEET THE CRITERIA OF THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. A (b) SIX FOOT HIGH TEMPORARY CHAIN LINK FENCE MUST BE ERECTED AROUND THE CONSTRUCTION SITE 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 11735 S.G.T.M.#: 1000-102-5-Q.2 ISSUED FOR REVISIONS THE5E PLAN5 ARE AN IN5TR1JMENTOF PROP051=D MULTIPLE UNIT HouSlNo 1=oR: DATE: CI-2&-23 PROPOSED EROSION CONTROL PLAN, 5ERVICE AND ARE THE PROPERTY OF THE ARCHITECT,INFRIN6ETIBN'f5 "O E.. r EROSION CONTROL LEGEND, CONTROL GRAMMAS CONSULTANTS No. DATE REMARKS No. DATE REMARKS wILLBEPR05ECUfFU. � . C�?,� I KOEHLER FAMILY LIMITED INSPEGTIONS A R(7�C I T E C T U R E F- ENGINEERING 1 3--1-24 PROGRESS SET - RE1/I EW CONTRACTOR SHALL VERIFY ALL SCALE: AS NOTED ' 1 PARTNERSHIP DRAWING NO. FIELD CONDITIONS AND DIMENSIONS � � :�g" i AND BE RE5PON51BLE FOR FIELD 'SUITE 208 FARMINGDALE NEW PORK 11735 2 4-I I-24 SITE PLAN SUBMITTAL FIT AND auALITY of woRK4f 208 ROUTE IOa, , LOCATED AT: DRAWN: B.J.A. NO ALLO AW-a SHALL BE MADE R,TEL.: 631-5C15-68O5 FAX: 651-3a5-6 645 NORTH STREET808 3 5-cl-25 AS PER PLANNING BOARD COMMENTS IN BEHALF OF THE CONTRACTOR -q - � �«� ¢ 700 E-MAIL: NGDG @ AOL.GOM FOR ANY ERRORS,OMI%10%, CUTCHOGUE, NEW YORK, 11935 NOR NEaWT ON HI5 PART. "" " JOB NO: 2256 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 6AUEE- 1O, MAX.6'MESH SPACING)WITH FILTER DEFINITION FABRIC �ACINs CLOTH OVER THE CONTROL OF DUST RESULTING FROM LAND-DISTURBING AGTIVITIE5. 56"MIN.FENCE POSTS DRIVEN MIN. I6• SILT FENCE TO BE 3' MIN. INTO 6ROUND POSTS' STEED-EITHER*T" INSTALLED C 6 EXISTING 50' MIN. EXISTING PURPOSE OR v TYPE OR 2'HARDWOOD 6RO1JPID PAVEMENT TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED 501L SURFACES THAT WOVEN WIRE FENCE(MIN 145 6Au6E- `. ) STONE PAVEMEN 3' MAY CAUSE OFF-51TE DAMAGE, HEALTH HAZARDS AND TRAFFIC SAFETY PROBLEMS. 1Tr-Tires v 36 MIN.FENCE POSTS S• MAX.b'MESH SPACING)WITH FILTER 7 I va CLOTH OVER OR PREFAE•RICATED b" MIN. CONDITIONS WHERE PRACTICE APPLIES p SILT FENCE,6EOFAB ENVIROFENCE OR -11I a cV APED SAL ON CONSTRUCTION ROADS AGGE55 POINTS AND OTHER DISTURBED AREAS SUBJECT TO vp CLEARED AREA 20 MIN D15 p FILTER CLOTH SURFACE DUST MOVEMENT AND DUST BLOWING WHERE OFF-SITE DAMAGE MAY OCCUR FLOW UNDISHv MOUNTABLE BERM-GRADE ENTRANCE IN IF DUST 15 NOT CONTROLLED. DROP INLET BURIED FABRIC WITH GATE SUCH A WAY AS TO PREVENT STORMWATER COMPACTED SOIL RUNOFF FROM ENTERING ROADWAY DE51ON CRITERIA FRAME I6• IN CON5TRUGTION OPERATIONS SHOULD BE SCHEDULED TO MINIMIZE THE AMOUNT OF AREA DISTURBED EME�EDDED FILTER ISOMETRIC VIEW CLOTH MIN.6" INTO PROFILE AT ONE TIME. BUFFER AREAS OF VEGETATION SHOULD BE LEFT WHERE PRACTICAL. TEMPORARY AND MEASURES SHOULD BE INSTALLED. NO SPECIFIC DESIGN CRITERIA 15 GIVEN; REFER TO CONSTRUCTION �- 1' MIN. NOTES: SECTION EXISTING 50' MIN 5PECIFGATION5 BELOW FOR COMMON METHODS OF DUST CONTROL. IIIII � rlfzC7 L. I. SILT FENCE ASSEMBLIES SHALL BE PLACED A MIN. OF 5' FROM THE TOE OF SLOPE, 10' PREFERRED, TO CONSTRUCTION SPEGIFIGATIONS GATHER EXCESS I I I I I PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT VEGETATIVE COVER - FOR DISTURBED AREAS NOT SUBJECT TO TRAFFIC.;VEGETATION PROVIDES THE AT CORNERS AREA. MOST PRACTICAL METHOD OF DUST CONTROL. TEMPORARY SEEDING SHALL BE A5 FOLLOW: 2. SILT FENCE GEOTEXTILE MATERIALS SHALL BE EITHER POLY-FILTER X, MIRAFI IOOX, STABLINKA TI40N, OR 1�1 10' A. RYE ORA55 (ANNUAL OR PERENNIAL AT 30 POUNDS PER ACRE (O.7T LB5 / I,000 5F) FROM THE CURRENT N.Y.5. DEPT. OF TRANSPORTATION APPROVED LI5T OF 6E05YNTHETIGS FOR HIGHWAY z B. CERTIFIED "AR005TOOK" WINTER RYE (CEREAL RYE) AT 100 POUNDS PER ACRE (2.5 LB5 / 5F) CONSTRUCTION. z MIN. 3. POSTS MAY BE 2" x 2" (MIN) HARDWOOD OR 2" x 4" (MIN) 5OFTWOOD. P05T5 SHALL BE SPACED AT EITHER 4' 1- USE WINTER RYE IF SEEDING 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 G. MULCH, INCLUDING GRAVEL MULCH, OFFERS A FAST EFFECTIVE MEANS OF CONTROLLING DUST. APPROVED LIST OF 6EOSYNTHETIGS FOR HIGHWAY CONSTRUCTION. W N.T.S. 4. AN APPROVED LIST OF SILT FENCE 6EOTEXTILE 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.5. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE MEASURED HEIGHT OR AS THE FOLLOWING TABLE: NEEDED. SEDIMENT SHALL BE DISPOSED OF BY THE CONTRACTOR AS UNSUITABLE MATERIAL. WATER TYPE OF APPLICATION 6. AFTER REMOVAL, THE AREA BENEATH THE SILT FENCE SHALL BE RESTORED TO ITS OR16INAL STATE. MATERIAL DILUTION NOZZLE GALLONS PER ACRE TYPICAL TEMPORARY SWALE 1. STONE SIZE - U5E 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 EMUL51 ON 12.5:I FINE SPRAY 235 A.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS 3. THICKNESS - NOT LESS THAN SIX(6) INCHES. RE51N IN WATER 4:1 FINE SPRAY 300 STORAGE AREA WITH WIRE TIES OR 5TAPLE5. 4. WIDTH - TWENTY FIVE (25) FOOT MINIMUM,BUT 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 S. FILTER CLOTH - W1LL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING 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 15 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 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 ROAD5 AND AGGE55 ROUTES. SLOPE 2:1 OR C 1' I' BE OVERLAPPED BY 51X (b) INCHES AND FOLDED. OF SEDIMENT ONTO PUBLIC, RIGHTS-OF-WAY,ALL MUST BE REMOVED IMMEDIATELY. FLATTER &. WHEN HASHING 15 REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN GROSS SECTION D 4' p MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED APPROVED SEDIMENT TRAPPING DEVICE. THE USE OF STONE FOR CONSTRUCTION ROADS 15 AL50 EFFECTICE FOR DUST CONTROL. WHEN "BULGES" DEVELOP IN THE SILT FENCE. 4 LL. PERIODIC INSPECTION AND NEEDED MAINTENANCE 54A BE PROVIDED AFTER EACH RAIN. POSITIVE DRAINAGE: 0.5% OR STEEPER DEPENDENT ON TOPOGRAPHY 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A WASH STATION IF EXCESSIVE MUD FROM VEHICLE TIRE5 15 BARRIERS - A FENCE OR SIMILAR BARRIER CAN GONTROL AIR GURRENT5 AT INTERVALS EQUAL TO TRACKED ONTO R.O.W. FIFTEEN TIMES THE BARRIER HEIGHT. PRESERVE EXISTING WIND BARRIER VEGETATION AS MUCH OUTLET AS REQb. AS PRACTICAL. SEE ITEM 5 BELOW PLAN VIEW MAINTENANCE CONSTRUCT)ON SPED I F I GAT I ONS TYPICAL CONSTRUCTION FENCE DETAIL MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREA5 TYPICAL EROSION CONTROL & LANDSCAPING NOTES ARE STABILIZED. I. ALL TEMPORARY SWALE-5 SHALL HAVE UNINTERUPTED POSITIVE GRADE TO AN N.T.S. OUTLET. 2. DIVERTED RUNOFF FROM A DISTURBED AREA SHALL BE CONVEYED TO A SPECIFICATIONS AND GUIDELINES CON5TRUGTION 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 NON-EROSION VELOCITY. ROLLS OF AT LEAST 50' IN LENGTH, COLOR SHALL BE "INTERNATIONAL STRAW BALE SEDIMENT CONTROL DETAILS 4. ALL TREES, BRUSH, STIMP5 OB5TRUCTIONS, AND OTHER OBJECTIONABLE MATERIAL EROSION CONTROL 10 MAXIMUM SPACING ORANGE". 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 72" MIN. FENCE POST DRIVEN MINIMUM 24" INTO GROUND N.T.S. FUNCTION OF THE 5HALE. RUNOFF AND PREVENT EXCE55 EROSION. 53% (3 :U SLOPES STEEPER THAN (3,1) SHALL BE STABILIZED BY 5. THE SWALE SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE, AND OR055 HYDR05EEDINO WITH MULCH BINDER TYPE AH ,TYPE A OR BY USING JUTE MESH AS LISTED IN THE SECTION AS REOV. TO MEET THE CRITERIA SPECIFIED HEREIN AND BE FREE OF EROSION MANUAL OR AS SPECIFIED BY THE ENGINEER TOE-OF-5LOPE BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW. 72" MIN. FENCE POSTS 2"x2'WOODEN TOPSOIL CONSTRUCTION STAKE OR No 5 EA L STRAW BALE SEDIMENT 6. FILLS SHALL BE COMPACTED BY EARTH MOVING EQUIPMENT. ALL DISTURBED SOIL AREAS,EXCLUDING PAVED AREAS AND RECHARGE BASINS,MUST BE COVERED WITH A z FENCE REBAR(TMPi GUT 5LOPE OR c -1. ALL EARTH REMOVED AND NOT NEEDED FOR CONSTRUCTION SHALL BE PLACED MINIMUM OF 4" (INCHES) OF NATIVE TOP501L PRIOR TO THE REMOVAL OF EXCESS TOPSOIL. NEW EMBANKMENT CONTAINMENT 2'X 2"STAKES, 50 THAT IT WILL NOT INTERFERE WITH THE FUNCTIONING OF THE SWALE. LIME AND FERTILIZER 36" MIN. (SLOPE VARIES) AREA '� 5 BA DRIVE 5. STABILIZATION SHALL BE AS PER THE FLOW CHANNEL STABILIZATION CHART BELOW: `f CLEARED AREA UNDISTURBED GRADE ALL AREAS SPECIFIED TO BE SEEDED SHALL RECEIVE LIME AND SPECIFIED AS REGHAR&E BASINS SHALL r r T Ti4rr a fs oc.OR tFss) a rs x.-io ocJ RECEIVE LIME AND FERTILIZER FERTILIZER AS SPECIFIED BY EROSION CONTROL MANUAL OR AS ORDERED �� ---A� p ' p' ;• p � osas-sow sE��STRAW ru.ctt SEED�runt+ BY ENGINEER. � • STAKED d BUTTED END 0 STRAW t4LCA4 4 G4WM USM9 REGP .•s '• ••< 't a sis-born sE®4 COVM PM REGP LRED W4-W wP-RAP oR siom m MULCHING 150 MIN. TO END,BOUND HAY 4 Mfrs-20% LM®W 4-0•PoP~OR a aM=LE BdSP�DMON 24" MIN. -L 4■EMBEDMENT BALES PLACED ON 9. PERIODIC INSPECTION d REOV. 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 50% OF MERION BLUE 6RA-%,65% GREEPIN6 RED FESCUE AND TYPICAL STRAW BALE 5% REDTOP AT A RATE OF 3 LBS. MIN. PER I,000 SQUARE FEET. CONSTRUCTION NOTES FOR PLASTIC FLORESCENT ORANGE FENCE TYPE 93" - HYDROSEED MIX "B"TYPE NOTES: I. THE CONTRACTOR SHALL INSTALL THE CONSTRUCTION FENCE IN LOCATIONS A5 REQUIRED BY THE ;•• �' ' •�� 50% TALL FESCUE DRAWINGS AND SPECIFICATIONS OR MUNICIPAL AUTHORITIES. 20% SHEEP FESCUE 2. THE PRIMARY PURPOSE OF THE CONSTRUCTION FENCE IS TO CLEARLY DELINEATE A 15% INTERMEDIATE WHEAT6RA55 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 In'-2' INTO 6ROUND ANGLE FIRST STAKE TOWARD 5% REUBEN5 CANADA BLUEGRASS INTENT ON ENTERING THE CONSTRUCTION SITE. BALES PLACED PREVIOUSLY LAID BALE 2'0 596 KENTUGKY BLUEGRASS ALON6 CONTOUR IN5TALLATION TYPICAL STRAW BALE m 21 TREE AND SHRUB PLANTING CONSTRUCTION FENCE SHALL BE INSTALLED BY WEAVING FENCE P05TS VERTICALLY THROUGH AT LEAST 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 POSTS WITH A 3LB. DRILLING OF ROOT BALL AND BAGKFILL 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 :t •w :. .:'; 2. ALL PLANT MATERIAL SHALL HAVE VIGOROUS ROOT 6ROHTH AND BE FREE FROM ROOT INJURY AND THAN TEN FEET. FENCING SHALL BE SECURED FIRMLY TO EACH POST AT THE TOP, BOTTOM AND MIDPOINT WITH WIRE REBAR TIES. WHERE LENOTH5 OF FENCING ARE JOINED, A P05T SHALL BE WOVEN THROUGH BOTH FENCE DISEASE IN ANY FORM. SECTIONS AT THE JOINT, WITH TIES FASTENING BOTH FENCE SECTIONS TO THE POST. FENGIN6 5HALL BE ANCHORING DETAIL 3. STREET TREES SHALL NOT BE PLANTED WITHIN 10' OF A FIRE HYDRANT,DRIVEWAY APRON OR STORMWATER STRETCHED AS TAUT AS PRACTICAL BETWEEN FENCE P05T5 WITHOUT INORDINATELY DEFLEGTIN6 POSTS. ' s•, • ' 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 TANGENCY OF ANY CORNER. WORKERS, MATERIALS AND EQUIPMENT. SUCH OPENINGS SHALL BE SECURED AT THE END OF EACH WORK DAY IN THE MANNER AFOREMENTIONED FOR JOINING FENCE SECTIONS. 4. ALL EXISTING TREES SHALL REMAIN EXCEPT AS NOTED. 5. A BRIGHTLY COLORED CON5TRUGTION FENCE SHALL BE ERECTED ALONG CONSTRUCTION CLEARING LIMITS DRAINAGE INLET AND AROUND EXI5TIN6 TREES TO MITIGATE THE IMPACT OF COMPACTION OVER CRITICAL ROOTS, INJURIES TO BARK AND LIMBS,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 EN05 TIGHTLY ABUTTING THE ADJACENT BALES. DRAINAGE AREA SHALL BE NO MORE THAN # ACRE PER 100 FT. OF 5TRAW 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 5TAKE5 OR REBAR5 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 ONE/HALF 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. 6. AFTER REMOVAL,THE AREA BENEATH THE BALES SHALL BE RESTORED TO ITS ORIGINAL STATE. PROPERTY ONNER/APPL I GANT: KOEHLER FAMILY LTD. PARTNERSH I P 10& ALLEN BLVD. FARMINCDALE, NEW YORK 11735 S.G.T.M.#: 1000-102-5-ci.2 ISSUED FOR REVISIONS THESE PLANS ARE AN INSTRUMENT OF PROPOSED MULTIPLE UNIT HOUSING FOR: DATE: CI-28-23 NICE AND ARE THE PROPERTY EROSION AND SEDIMENT CONTROL DETAILS, GRAMMAS CONSULTANTS No. DATE REMARKS No. DATE REMARKS OF THE RCHITEGT PRO5EGUTED. 5 � �' KOEHLER FAMILY LIMITED NOTES A R C H I T E C T U R E t If N G I N E E R I N G 1 3-7-24 PROC RESS SET - REVI EN CONTRACTOR 5K LL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS SCALE: AS NOTED a .- 'Ir. s� ��•°'. ��'' � � DRANING NO. •� �' ,- .h'" PARTNERSHIP AND BE RESPONSIBLE FOR FIELD iX g 2 4-11-24 SITE PLAN SUBMITTAL ; . 208 ROUTE IOq QUALITY OF WORK. cy LOCATED AT: DRAWN: B.J.A. TEL.: 631-3a3-6805 FAX: 631-3a3-6&O8 NO AUO SHALL BE HAVE 1 645 NORTH STREET IN BEHALF CONTRACTOR OF ii 4 1 CUTCHOGUE, NEW YORK, 11935 F7E-MAIL: NGDG ® AOL.GOM NOR NE6LEG ERRORS,HI5 PART' '�'`" • JOB NO: 2256