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Revised Site Plan Rec'd 9/20/24
PROPOSED MULTIPLE UNIT HO USING FOR : K0HI-IE_,ER _,FAMIALY EIMIT_,EL) PARTIVERSIVIP tJr r`7 645 NORTH STREET, CUTCLIOaUH, NEW YORK 11935 � w li- LOCATION OF PROP. ° MULTIPLE DWELLING UNIT I I ~ ^U-! Z r N/O/F ; N/O/F ; N/O/F ; Q Q z WYANDANGH RE CORP. WYANDANGH RE CORP. I WYANDANGH RE GORP. u l !u ►�- Lu S40013'20"W - -- -- --�-- -- -- -- -- -- -- -- -- -- -- -- -- ----- -1 -- -- -- -- __ __ __ _- -- -- -- -- -- -492.43' �- �> __��__ -_ -_ -- -- -- -_ -_ - - � < O EXIST. X U X f... `� col UTILITY OLw O . m ccl POLE MIN. R.Y. SETBACK: 55' AS PER GHAPT. 280, ATT. 3 I v i' SHADED AREA OUTLINES Q PROPOSED OPEN SPACE: w N I REQ'D. - 20,077 5F. ' I PROVIDED - 5g,083.4 SF -' SITE LOCATION PLAN EXTENT OF CLEARANCE AREA o v � Z LIST OF DRAWINGS t194.08' t3025' o I �"� DRAWING # DRAWINGS NAME 5P-I.O SITE LOCATION PLAN, PROPOSED PLOT ! W I Q PLAN, 51 TE 8 ZONING DATA, LEGEND, = I CLEARANCE AREA I Q- tu LIST OF DRAWINGS, NOTES (41,247.6 S.F) � I w w SP-I.I KEY / RADIUS MAP, LI5T OF PROPERTIES ? 4 PROPERTY OWNERS -�� ry U) 5P-2.0 PROPOSED DIMENSIONAL CONSTRUCTION `i PLAN, TYPICAL CONSTRUCTION DETAILS Z I I < , O O O I k SP-3.0 PROPOSED GRADING 4 DRAINAGE PLAN, Q PROPOSED TYPICAL DRAINAGE DETAILS, DRAINAGE = I Q PRIVACY FENCE m CALCULATIONS, NOTES j� v I (TYP) I O 5P-4.0 PROPOSED SANITARY SYSTEM PLAN, s 0 0 O EXIST. SANITARY CALCULATIONS, SECTION O< I Q UTILITY xj k DETAILS, NOTES w LQ POLE I 5P-4.1 NORWEGO SANITARY SYSTEM DETAILS, W N DIAGRAMS ELECTRICAL DETAILS NOTES I v I 0 ' a 5P-5.o PROPOSED LANDSCAPE PLAN, m LANDSCAPE DETAILS, SCHEDULE, NOTES Z I O m PROP. N. FLR. GAS-GAS-GAS-GAS-G S-GA -GAS GAS- k ZL SP-6.0 PROPOSED LIGHTING PLAN, LUMINAIRE z _z I z +, EL.: 1.50' z -" " �" " "0 SCHEDULE, LIGHTING DETAILS I � SP-7.0 PROPOSER05I ONEGDONTRO�LE END,OL PLAN, GONTROL PROP. METER v O INSPECTIONS \1VVALVE 4 SHUTOFF W k - I- M SP-7.1 �OROE ON SEDIMENT CONTROL DETAILS, 35.0 J J \ I \ 35.0' ° k TOWN OF SOUTHOLD I IN. F.Y. SE AGK: 35- AS PER GH P . 280, ATT. 3 \ 11. w ZONING & SITE DATA N ZONING CLASSIFICATION - HB - HAMLET BUSINESS O SGTM DISTRICT: 1000 SHADED AREA OUTLINES 1, i�� [" /L. f�1 y #,�°� ;�, � � � I LOGATI N OF NEWR IPROPOSED OPEN SPACE - ___? - 0 UND \ 1-co SECTION: 102 ELEG G LINE BLOCK: 05 m V LOT: q.2 LOCATION OF AS PER CHAPTER§2&0 ZONING,ARTIGLE V-HAMLET DEN5ITY AND ATTAGHMENT 3 too � O i O © TEST BORING \\\ IZ k t200.91 ±302.41 I_ APPROX. SITE DATA PERMITTED/REQ'D. EXISTING PROPOSED --- -- o -> »- -- ----- -- -- -- -- -- -- -- -- -- --° -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ----- -- -- -- -- -- - -- -- -- -- -- -- -- - -- -- -- , 100,331 5F. 100,551 SF. LOGATI ON t412.0 S40 13 10 E 5 T-40 \\ OF EXIST. FIRE LOT AREA 20,000 5f. MIN 2.50 ac. 2.30 ac. ROUTE 25 MAIN ROAD \\ HYDRANT k LOT GOVERAGE 25% --- 7.8CI% EXIST. UTILITY � POLE \ Q Lu WIDTH OF LOT 75 4g2.43' 4g2.43' (N/C) GUY WIRE W DEPTH OF LOT 120 201.66' 201.66 (N/C) ND OF PROPOSED CONCRETE CURB N k PROPOSED PROPOSED CONCRETE CURB U_ BUILDING HEIGHT 2 5TY./35 FEET EXIST. E06E IX I --- I STY./tl6.o FT. OF PAVEMENT CONCRETE CURB LIVABLE FLOOR AREA 850 SF. TEST HOLE DATA LEGEND N O R T H S T R E E T SETBACKS TEST HOLE DUG BY NATHAN GORWIN, L.S. FRONT YARD 35 --- 36.66' JANUARY 5, 2015 NORTH ARROW 0 20' 40' REAR YARD 35 --- t12g.33' 0' X oo.00 EXISTING ELEVATION N A PROPOSED PLOT PLAN SANDY LOAM N.T.G. NEW TOP OF CURB NOTE: AS PER CHAPTER 280, ATTACHMENT 6, PROPOSED 51TE PLAN MEETS ALL REQUIREMENTS FOR OPEN Scale: 1" = 20'-0" SIDE YARD IS f232.16 SPACE, BUFFERS, AND SETBACKS FOR RESIDENTIAL SITE PLANS LE55 THAN 15 ACRES. TOTAL WIDTH OF I N.B.G. NEW BOTTOM OF CURB PARKING REQUIREMENTS 2 SIDE YARDS 30 --- f232.16 N.T.G. NEW TOP OF GRATE (SLOTTED COVER) Q IREMENTS PROPOSED AREAS: LOAMY SILTY SANDY N.T.P. NEW TOP OF PAVEMET (ASPHALT) AS PER CHAPTER 280 ZONING ARTICLE XVIII - MULTIPLE: DWELLING BUILDING COVERAGE: 7,g18 S.F. Obcl%) E- ELECTRIC LINE TYPE PERMITTED/REQUIRED PROPOSED IMPERVIOUS AREA: 5,510 S.F. (3.50%) 2' -GAS- GAS LINE 2 - BEDROOM 2.0 PER 10 SPACES + PERVIOUS AREA: 88,g03 S.F. (88.61%) -w- WATER LINE (MULTIPLE DWELLING) DWELLING UNIT GARAGE TOTAL LOT AREA: 100,331 S.F. (100%) -'r COMMUNICATIONS (TELEPHONE) LINE PARKING rH OVERHEAD SERVICE WIRES NOTE: AS PER CHAPTER 280, ATTACHMENT 6 PROPOSED SITE PLAN MEETS ALL REQUIREMENTS FOR OPEN SPACE, FLOW ARROW BUFFERS, AND SETBACKS FOR RESIDENTIAL 51TE PLANS LE55 THAN 15 ACRES, PALE BROWN FINE (g� NEW STORM DRAINAGE POOL w/GA5T NOTE: VARIANCE SOUGHT FOR ARTICLE XXII, SECTION 280-107 (A) TO COURSE SAND -� IRON GRATE NDW (SEE DRAINAGE STRUCTURE TABLE) BUILDING LENGTH AND SEPARATION FOR MULTIPLE DWELLINGS - NO BUILDING SHALL EXCEED 125 FEET IN $� NEW STORM DRAINAGE POOL w/50LID V , LENGTH. `. 17 ' CAST IRON COVER - ! PROPERTY OWNER/APPLIGANT: NDW (SEE DRAINAGE STRUCTURE TABLE) Q F P ll. q ''1) i iKOEHLER FAMILY LTD. PARTNERSHIP A DOOR, OVERHEAD DOOR 108 ALLEN BLVD. Southold To1 ! 3o f c FARMINGDALE, NEW YORK 11- 55 17' � EXTERIOR LIGHT Planning S.G.T.M.#: 1000-102-5-q.2 ISSUED FOR REVISIONS E ~� PROPOSED MULTIPLE UNIT HOUSING FOR: SITE LOCATION PLAN, PROPOSED PLOT THESE PLANS ARE AN INSTRUMENT OF ,:.�: "" •, DATE: CI-28-25 SERVICE AND ARE TIE PROPERTY ' ' OF THE ARCHITECT,Ir�RINOEr>avTs 'v/ PLAN, ZONING l$ SITE DATA, LEGEND, LIST C, wC GRAMMAS CONSULTANTS No. DATE REMARKS No. DATE REMARKS HILL BEPRO5EGUTED. �� � ��� ��: KOEHLER FAMILY LIMITED OF DRAWINGS, NOTES SCALE: AS NOTED ARCH i T' e C I URE 4 e N G i N E f KING 1 3-1-24 PROGRESS SET - REVIEW CONTRACTOR SHALL VERIFY ALL PARTNERSHIP DRAWING NO. FIELD CONDITIONS AND DIMENSIONS AND BE RESPONSIBLE FOR FIELD W 208 FARMI NODALE NEW YORK 11735 RK 2 4-11-24 SITE PLAN SUBMITTAL FIT AND QUALITY OF NOW. �'° LOCATED AT: DRAWN: B.J.A. 2O8 ROUTE IOq, SUITE NO ALLOWANCES SHALL BE MADE 11,E ��' 645 NORTH STREET 100 TEL.: 631-3q3-6805 FAX: 631-3q3-68O8 IN BEHALF OF THE CONTRACTOR .� , E-MAIL: NGDG 9 AOL.GOM FOR ANY ERRORS,0MI55ION5, 0.F' CUTCHOGUE, NEW YORK, 11935 NOR NEGLECT ON HIS PART. :_ °' JOB NO: 2256 \` ,% /" \,, \,, ,'� / LIST OF PROPERTY OWNERS S.G.T.M. # PROPERTY OWNER PROPERTY ADDRESS �. SECTION-BLOCK-LOT \ � ZONE / `\� \ � '\ \, ZONE \ ` / \`�� RO 102.-I-q.2 GRATTAN FAMILY 2014 IRR. TRUST 2355 DEPOT LANE \ / - ,,io? / \ �` \ 102.-1-23.1 CHARLES J. $ JEAN T. ZAHRA 3q5 SCHOOLHOUSE ROAD `\ R 80 \;� ,, .io >' \ \, ��, 102.-1-24 EDNA F. MCGAFFERY 625 SCHOOLHOUSE LANE \?$, 102.-1-25 MICHAEL 4 KELLY EVERS 725 SCHOOLHOUSE LANE !lw<j ` 102.-I-26 BARBARA D I AGHUN 875 SCHOOLHOUSE LANE / y J MATTITUCK - CUTCHOGUE '\ 102.-I-2q CHARLES AHRA UFSD CENTRAL - Z 455 SCHOOLHOUSE LANE ADMINISTRATION OFFICES \ 102.-I 53.4 HG GRIFFING, LLG. 325 GRIFFIN STREET o ,/ \ VEST POINT HOA, INC . MILLSTONE LANE ? Q �v ' �3, ,,/ /�, �� '\ 102.-1-33.8 RIMOR DEVELOPMENT, LLG. 51 MILLSTONE LANE .,0 y , \ >\ 102.-5-2 S. J. COHEN I qcf 6 TRUST 240 GRIFFIN STREET ZONE / �\ 102.-5-3 ALFRED J. TERP, JR. 28145 ROUTE 25 r- ,� \ / 102.-5-4 ALFRED J. TERP, JR. s MARIE TERP 281g5 ROUTE 25 IO2.i-1- .,o� y R-40 \ �o?�\ / / / / 102.-5-7 NNGY B. M�4RSGHEN 28355 ROUTE 25 ADJOINING PROPERTY OWNER 9 ioz ; I / / '� P.O. BOX 246 Irn y / �'� GUTGHOGIE, NEW YORK IIg35 / 102.-5- .2 KOEHLER FAMILY LTD. PARTNERSHIP 645 NORTH STREET io 102� 1-� 'o? ` �o� /' \ � 102.-5-q. WYANDANGH RE CORP. 860 GRIFFIN STREET �- `'�� `` / 102. q7-5-q.q WYANDANGH RE CORP. 560 GRIFFIN STREET 102.-5-q.10 WYANOANGH RE CORP. 400 GRIFFIN STREET lo2.l-I 'I ADJOINING PROPERTY OWNER 1325 LOCUST STREET ZONE /' \ � � � \ iC �'� � BOHEMIA, NEW YORK 117 16 J� ,/ , `�� 102.-5-10 MICHAEL $ ALICE B. Mc6RATH 4q0 SCHOOLHOUSE LANE HD / ?, ADJOINING PROPERTY OWNER TOWN �� ,$\� II McORATH STAND LANE / RECHARGE \ / P.O. BOX q FST o % � BASIN / ' �� S E ?�$,� 1 \ , \ i SAG HARBOR, NEW YORK IIg63 �-,, ? / �C� P > / \,io o�, ,� 102.-5-II MARY A. HANNABURY 570 SCHOOLHOUSE LANE C ' o / / T I -I 2 - / ?'�� \ �� 102.-5-12 JARETT � GAROLANN SENIOR 660 SGHOOLHOUSE LANE /o� 102.-5-14 \ o� 102.-5-13 I RENE DEBOWSKI 750 SCHOOLHOUSE LANE ''`i. �� /\, I � BRUGE STEWART 870 SCHOOLHOUSE LANE BARBARA A. HOCK-STEWAfRT \ ,io? /' , �, �� /� 'off• . � 102.-5 18 DRD, LLG. 270 NORTH STREET �v ��, i"�$. 102.-5-Iq KEKJS HEADQUARTERS, LLG. 284g5 ROUTE 25 �, / '\ 102.-5-20 PAUL G. $ MARGARET G. JABLONSKI 28565 ROUTE 25 102.-5-21 DAV I D 4 LYDIA ABATELL I 28675 ROUTE 25 \ \ Al io 102.-5-22 MALOFO, LLG. 28735 ROUTE 25 \, 0 /' ZONE \b? � \6 102.-5-23 FIEF de FREEMAN LLG. 28785 ROUTE 25 ��\ \ \$,Q ��� 102.-5-24 COLGATE DE516N�GROUP 28g05 ROUTE 25 \ \eHB \ /L 102.-6-14 ROMANS TILE � MARBLE. INC. 28230 ROUTE 25 102.-6-15 CYNTHIA M. RICHARDS 28320 ROUTE 25 G�,l\$`�� 102.-6-18.1 PENN NOFO PROP LLG. 28350 ROUTE 25 102.-6-20.2 WIGKHAM FARMLAND, LLG ROUTE 25 \ �� \ $• / / \� \`6 \' ~' % � ''6. 102.1-1-1 JOHN F. $ FRANGES J. BOGUT 2 MILLSTONE LANE 102.1-1-2 MARTIN $ JOAN CONS I D I NE 4 MILLSTONE LANE UNITED\ \, �$ 102.1-1-3 JOHN E. $ SUSAN E. BARNES 6 MILLSTONE LANE POSTAL STATES � 102.I-I-4 J. KOS I NSK I REV. TRUST 8 MILLSTONE LANE \ ,/ \ �o \ �\, \ ,o SERVICE '�\ ^ ion` �,,�, 102.1-1-5 MARGARET A. MATTIS 10 MILLSTONE LANE /\ ZONE • ''�� �/ \ , �,' �,% � � .'/ '\ R-40TA r i' �r5l / BASIN \ SAGRffD \ � ---HEART R.G. , CHURCH / 'I PECONIG 0Q -_/ COMMUNITY SCHOOL N A KEY MAP - RADIUS MAP 0 100, 200' ioo�-o��= NOTE: AS PER CHAPTER 280, ATTACHMENT 6, PROPOSED SITE PLAN MEETS ALL REQUIREMENTS FOR OPEN sale: l�� SPACE, BUFFERS, AND SETBACKS FOR RESIDENTIAL SITE PLANS LESS THAN 15 ACRES. RECEIVED SEP 2 C ?0?_4 PROPERTY OWNER/APPLIGANT: KOEHLER FAMILY LTD. PARTNERSHIP soul-hold Town 108 ALLEN BLVD. Planning Board FARMINGDALE, NEW YORK 11735 S.G.T.M#: 1000-102-5-q.2 ISSUED FOR REVISIONS THESE RAN5 ARE ANIN5TRUlvIENT OF Y ;,, a,, PROP05ED MULTIPLE UNIT fIOUSING FOR: DATE : q-28-23 KEY / RADIUS MAP, LIST OF PROPERTIES SERVICE AND ARE THE PROPERTY �, rya.;A fir► GRAMMAS CONSULTANTS NO. DATE REMARKS No. DATE REMARKS �BEP INGEMENTS � ��� a. . KOEHLER FAMILY LIMITED PROPERTY OWNERS ARCH ITECTU RE E N G I N E E R I N G 1 3-7-24 PROGRESS SET - REVIEW CONTRACTOR 5HALL VERIFY ALL SCALE: AS NOTED FIELD CONDITIONS AND DIMEN51ON5 PARTNERSHIP DRAWING NO. 2 4-11-24 SITE PLAN SUBMITTAL AND BE RESPONSIBLE FOR FIELD 208 ROUTE IOcf, SUITE 208, FARHINCGDALE, NEW YORK 11735 FIT AND QUALITY OF PORK. . LOCATED AT: DRAWN: B.J.A. TEL.: 631-3q3-6805 FAX: 631-3q No AUDNANGE5 SHALL BE MADE3-6808 IN BEHALF OF THE CONTRACTOR ` , 645 NORTH STREET CUTCHOGUE, NEW YORK, 11935 E-MAIL: NGDG ® AOL.GOM FORNY A ERRORS,OMISSIONS, ��: s P o N0R NEGLEGT ON HIS PART. - :r M^ JOB NO: 2256 O wz wz Lu -- 540013'20"W - -- -- -- -- -- -- -- -- -- -- -- --�- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -1 -- -- -- -- - -- -- - -_ __ -- -- -_ -- -492.43' EXIST. X � X cc UTILITY O O co POLE O � IO I 1; ' SHADED AREA OUTLINES Q PROPOSED OPEN SPACE: N REQ'D. - 20,07? 5F. PROVIDED -I 5G,083.4 SF Ci � o -e, ' N wv 4 1 iv PROP. SOLID - I LOCATION OF t COVER DRY WELL PROP. SANITARY ' p (TYP. OF 3) SYSTEM (SEE p ►�- (SEE DWG. SP-3.0) * DW(5. 5P-4.0) i k I I PROP. 6' H. PROP. O S CONCRETE PRIVACY FENCE EXIST. PATIO (TYP,) (TIl UTILITY ' POLE I 1 i � I i _ PROP. 6AS a SERVICE LINE I 1 m PROP. IN. FLR. S—GAS—GAS—GAS—G[.S—GA —GAS GAS— k EL.: 1.50' �► F s s{�} 1► ------ ------ ------ ------ I I I I PROP. METER v O VAULT 4 SHUTOFFS �u I I m --- --- --- --- --- m VALVE I u� p p Q is Q V 1 Lu i Q— � SHADED AREA OUTLINES O O PROPOSED OPEN 5PAGE o Ib'-lo" 18'-0" p 18'- " 33'-8" 18'-O" 18'- 33'-8" 18'-O" �p d/ �I T w CO1 t200'-1" m b9'-10" \0 23'-4" �i bq'-8" :t 23'-4" II'-8" m 35' I � �-1 -0 & ° © ((v c�V c�V (•9V �' 0! PROP. GRATED p LOCATION OF I i COVER DRY WELL TEST BORING APPROX. --- - -- -- -- - -- -- - -- -- - -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- - -- -- - -- -- -- -- -- - -- -- - s _ _ (TYP. OF 3) _ _ f412.0' S400 13'10"E ROUTE 25 bell-loll23-4 69-b 23-4 69-8 5 0 3.40' LOCATION OF EXIST. FIRE " " " I I'-8" 34'-I I° HYDRANT MAIN ROAD EXIST. UTILITY \�Pi , Z W. POLE '9� Q Lu E GUY WIRE U I EXIST. EDGE PROPOSED 1'-0"u 23'-4" 1'-0" PROPOSED CONCRETE CURB I'-0 PROPOSED CONCRETE CURB 1'-0" II'-8" 1'-O" 0 Q OF PAVEMENT CONCRETE CURB 25'-41: j, 25'-4" 13'-8" lX 1L O N 0 R T H S T R E E T N A PROPOSED DIMENSIONAL CONSTRUCTION PLAN 20, 40' NOTE: AS PER CHAPTER 280, ATTACHMENT b, PROPOSED SITE PLAN MEETS ALL REQUIREMENTS FOR OPEN Scale: 1" = 20'-0" SPACE, BUFFERS, AND SETBACKS FOR RESIDENTIAL SITE PLANS LESS THAN 15 AGRE5. TYPICAL ASPHALT DRIVEWAY DETAIL TYPICAL CURB AND APRON DETAILS N.T.S. STANDARD CONCRETE CURB DETAIL 1.5" MIN. GOMPAGTED ASPHALT A TYPE 'B' - RESIDENTIAL N.T.S. CONCRETE, TYPE IA-ITEM 36D _ � PROPERTY LINE _3" MIN. GOMPACTED DENSE GRADED (NOTE: ALL ITEMS TO CONFORM TO TOWN OF 50UTHOLD STANDARD SPECIFICATIONS) BASE COURSE ASPHALT GONGRETE - (ALL CONCRETE TO BE 3,000 p.s.l. 0 28 DAY TEST) -ITEM 22GX-M-2 3,000 GON PSI GLASS A O SIDEWALK #5 REBAR PROVIDE Y2' EXPANSION GONGRETE SLAB d- (AS REQ'D.) II-O" STANDARD SETBACK 4 y L7.O U.h 0,0 C y y 0 Q k;-,.y y v Q Y w/bxb-10/10 W.W.F. 6:: 5�_b�� 4'-011 1�_O JOINT ® 20 O O.G. MAX. bf7�19�b7Y�?b�7�Fi*�Jt 77�7;>,h b'h.�, L' �� +,� C4c- , r,C &,.C� � 01i' ��y"Try,tiC'ti"s; =sy-_h�=f7�b`',�yc�,b 51�+�1�' 5-e .7:e ,c�6Js�a%ayr,, > �y Y EXP. I/4" RADIUS �fi�, 2:: SLOPE 1-1/2" RADIUS b" = III R JT. SIDEWALK __�� _ + 2.04b GOMPAGTED 4� II' 8" 51N6LE DRIVEWAY ENTRANCE OED (1L 4 ----- ---------------------------_Q, ° (AS REQ'DJa ASPHALT WEARING =1'Ii'1iTi'iliiiiiii liiNilils-I i IDllll iii_IRAIIDE 5UE36RADE = 23'-4" DOUBLE DRIVEWAY ENTRANCE 4. ;� a a ° SURFACE Q -I1. 111 1I I-III II Ell III 1I _-111-III ° II I==III III III III III III EA. SIDE) i11 ;111 n1„ui;;111 lil 11i, d11;,Ii 3,000P51 CONCRETE SLAB + I y2" EXP. JT. I� A DERB®SED �FPAGE — ° a w/bxb-10/10 W.W.F. 3,000 PSI. GONGRE PLAN VIEW ENTRANCE #5 REBAR a CURB ® 28 DAYS 2" FROM SIDEWALK TOP (TYP) CONCRETE CURB GLASS A 8" WARP 5,000 PSI (TYP) NOTE: BEYOND SURFACE SAW GUT EXISTING ASPHALT PAVEMENT 2'-0" PARALLEL TO PROPOSED (AS REQ'D.) SECTION AA FCURB TO ROM NEW URA CONTINUOUS STRAIGHT LINE AN EQUAL D15TANGE TOP OF CURB GLASS A GONG. � CURB FRONT ELEVATION 3000 PSI ® 28 DAYS ~�_�.� .Z���_� PROPERTY OWNS w/#5 REBAR ® 2" R/AFPL I GANT FROM TOP 1 KOEHLER FAMILY LTD. PARTNERSH I P 'L� f' 2�2 108 ALLEN BLVD. southoId T "N,_ - FARMIN&DALE, NEW YORK 11735 Planning Board S.G.T.M.#: 1000-102-5-q.2 ISSUED FOR REVISIONS '"' PROP05ED WLTIPLE UNIT HOUSING FOR: DATE: 9-28-23 PROPOSED DIMEN51ONAL CONSTRUCTION THE5E PLAN5 ARE AN INSTRUMENT OF i u'"a".`., .:, SERVICE AND ARE TI-E PROPERTY ✓ <a° , NO. DATE REMARKS NO. DATE REMARKS ���"�IN`'E"ENTS ����'��05 E. �'����` PLAN, TYPICAL CONSTRUCTION DEVILS }` GRAMMAS CONSULTANTSk KOEHLER FAMILY LIMITED ; . . SCALE: AS NOTE ARCHITECTURE ENGINEERING 1 3-1-24 PROGRESS SET - RE1/IEW CONTRACTOR SHALL VERIFY ALL D �FIELD CONDITIONS AND DIMENSIONS PARTNERSHIP DRAWING NO. I 2 4 I I-24 SITE PLAN SUBMITTAL AND BE RESPONSIBLE FOR FIELD 208 ROUTE loci, SUITE 208, FARMINGDALE, NEW P -ORK 11.755 FIT AND auALITY OF WORK. ;- LOCATED AT: DRAWN. B.J.A. W ALLOWANCES SHALL BE MADE �I ��' ��� TEL.: 651-5c[3-6805 FAX: 631-5ci3-68O8 IN BEHALF of THE CONTRACTOR �9 (7?,7'7 ,� 645 NORTH STREET E-MAIL: NGDG � AOL.GOM 1 FOR ANY ERRORS,OMI5510%, f� �,� CUTCHOGUE, NEW YORK, 11935 P0 1 -F F- -1NOR NEGLECT ON HI5 PART. "�°°" ^~ '"'" JOB NO: 2256 2 ,aO -.... L..- _ . _._ - r-i= laii iwl i == vvil _ .. _- - ..1 _ .. S40013_20"W _ _ _ _ 7-77 _ _ _ _ 492.43' 777 'v 77 xFz xF<' x °�- DRAINAGE CALCULATIONS V �� .30 I� F<, X 10'4) D.W. CAPACITY 68.42 G.F. (VOL/I FT.HT) (INS. DIA. g.33') I TOTAL DEVELOPED AREA: 41,247.E SF J NTCI 30.60' FRONT YARD DRAINAGE - TOTAL MULTI DWELLING UNITS NBC1 30.10' ' SHADED AREA OUTLINES D AREA RUNOFF 2" VOLUME v PROPOSED OPEN SPACE: N ITEM -UNITS A 4 B (S. Fa FACTOR RAINFALL CU. FT. REG-D. - 20,077 5F. PROVIDED - 5gp83.4 5F D_ BUILDING 1,688.46 1.0 0.17 287.03 v PAVING 1,276.g4 1.0 0.17 217.07 -- x F<; O TOTAL 2,g65.4 504.1 I; v' i 0- UNITS A 4 B . REQ'D. RETENTION: 504 I GU FT � Wv 504.1 / 65.42 = 7.36 = 8 L. FT. � INTC 1 30. 5' PROVIDE:(1) 10' DIA. POOL, TOTAL EFF. POOL DEPTH = 8' L.F. NBC1 30,45' AREA RUNOFF 2" VOLUME 1 1 i ITEM -UNITS G 4 D (S. F.) FACTOR RAINFALL GU. FT. BUILDING I,67g.38 1.0 0.17 285.4g " x F<; i ;; LOCATION OF 3a Z PAVING 1,276A4 1.0 0.17 217.07 `�� ��" 'I PROP. SANITARY �1i I TOTAL 2,g56.32 502.56 z 0- { O , F a 0 SYSTEM (SEE l O , NTCI 31• Q { <: ,'. >'�` , . ,�, NBC1 30.75' W �1S DWG. SP-4.0) �- F<; REQDD• UNITS G 4 D RETENTION: 502.56 GU. FT. I \ � x 1 / I 1?10- I w 502.56 / 68.42 = 1.54 = 8 L. FT. \ x PROVIDE: Q i s (1) 10' DIA. POOL, TOTAL EFF. POOL DEPTH = 8' L.F. 0 OS1' AREA RUNOFF 2" VOLUME } __________ ___________ '___________ i ___________' ___________ PROP. GAS ' ITEM -UNITS E (S. F.) FACTOR RAINFALL GU. FT. v ' ' i ' f f i ------ 5ERVIGE LINE NTC- 31.45' BUILDING 848.02 1.0 0.17 144.16 z 1 _______ ______ i } PLOP. FIN. FLI . -_-- -,------ I I , 1 1 1 �3 3Q�95' ` X I I I I I GAS-GAS-GAS-GAS-G S-GA -GAS z { 1 } EL.: 31.50 } } } I a PAVING 637.05 1.0 0.1-1 108.2g I I i I i I i I i I 1 PROP. METER UNIT A UNIT B I UNIT G UNIT D ; UNIT E VAULT �I v O TOTAL 1,485.07 252.45 � O ' SHUTOFF VALVE I Q'D. UNIT E RETENTION: 252.45 CU. FT. 252.45 / 68.42 = 3.68 = 4 L. FT. !i __a i __ _ ! 0 PROVIDE:1 i i i--- i - -i i --- i i r 1 I NTC: 31.65' (1) 10' DIA. POOL, TOTAL EFF. POOL DEPTH = 4' L.F. f ------ - ' - - ' - ' ------ - '- NBC- 31.15' _'I IL_ _dj I I ' Q REAR YARD DRAINAGE - TOTAL MULTI DWELLING UNITS I I ` I" ot 1 i 1 i, I AREA RUNOFF 2" VOLUME .ftSHADED AREA OUTLINES ? i ; �� a- I PROPOSED OPEN SPACE I ITEM -UNITS A (S. Fa FACTOR RAINFALL GU. FT. O i � s I I I I d' BUILDING 837.83 1.0 0.17 142.45 CO NTC- 312.00' PAVING 144 1.0 0.17 24.45 3 '©.. _ ©, '0.\ LOCATION� TEST BORI�6 Z NBC-31,1 5' 1 i E TOTAL g81.83 166.g I x - - -- -- -- -- - -- -- -- -- -- - -- -- -- -- -- --�-- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- - - -- - - L, 1,S REQ'D. UNITS A RETENTION: 166AI CU. FT. S40013'10"E 503 40' xE 166AI / 68.42 = 2.43 = 3 L. FT. 00 in oo n � � � o � o � � co � o T) .o (U m co r? � ri Ri ni ni nl :j N ni Ri � PROVIDE: (u cu r) (u m (v (Y5 (u m ()j m N M N m m m m m m m m m m NTC- 32.00' (1) IO' DIA. POOL, TOTAL EFF. POOL DEPTH = 3' L.F. � � � � � � � � � � NBC1 31.50' G c=i ( ) AREA RUNOFF 2 VOLUME c� c� c� c� c� c� (� (i c� c F- �a F- a� � pa F- Aa F- pa F-- � F- pa I-- pa f-- pa � pa F- pa z z z z z z z z z z <; ITEM -UNITS B 4 G z z z z z z z z 71z z z z z z (5. F.) FACTOR RAINFALL GU. FT. END OF PROP05ED F`� PROPOSED Q GRETE CURB PROPOSE GRETE CURB �`� �1�1- BUILDING Ib57.5 1.0 0.17 281.77 GONCRETE CURB .� 185 1�� PAVING 288 I.O 0.1-7 48.g6 x 1 x x� S xF<; x� xF�: TOTAL 045.5 300.73 ,� NORTH STREET ��9 1s- �110, �19S- Q'D. UNITS B ff G RETENTION: 300.73 GU. FT. �?01- �'- 300.13 / 65.42 = 4.3g = 5 L. FT. N PROPOSED GRADING & DRAINAGE PLAN °' 40' ` O(1)O' DI A. POOL, TOTAL EFF. POOL DEPTH = 5' L.F. A Scale: 1" = 20'-0" AREA RUNOFF 2" VOLUME ITEM -UNITS D 4 E (5• F.) FAGTOR RAINFALL GU. FT. TYPICALDRY WELL BUILDING 1,657.5 1.0 0.17 281.77 PAVING 288 1.0 0.17 48.g6 , 10" REINFORCED TRAFFIC BEARING SLAB ALLOW 4" FOR FINAL TOTAL Ig45.5 300.73 TO CARRY H-20 LOAD WITH AN OFFSET ADJUSTING OF GA5TIN6 REQ'D, UNIT D 4 E RETENTION: 300.73 GU. FT. OPENING. 300.73 / 68.42 = 4.3g = 5 L. FT. ROOF DRAIN GRADE CAST IRON COVER PROVIDE: GRADING - & DRAINAGE NOTES (PROVIDE: 6"(P, " PVG (1) 10' DIA. POOL, TOTAL EFF. POOL DEPTH = 5 L.F. PIPE, SDR #35) 12" I. CONTRACTOR IS TO FAMILIARIZE HIMSELF AND AGKNOWLED6E 2411 HI5 FAMILIARITY WITH ALL THE GENERAL NOTES, AS WELL AS TOTAL STORM WATER POOLS REQUIRED: ANY AND ALL DRAWING SHEET SPECIFIC NOTES BELOW. (1) 10' DIA. POOL, TOTAL EFF. POOL DEPTH = 3' L.F. OPENING i (1) 10' DIA. POOL, TOTAL EFF. POOL DEPTH = 4' L.F. p 2. CONTRACTOR SHALL FURNISH AND INSTALL ALL UNDERGROUND (2) 10' DIA. POOLS, TOTAL EFF. POOL DEPTH = 5' L.F. CONDUITS AND/OR PIPING FOR ALL NEW UTILITY 5ERVIGE5 (2) 10' DIA. POOLS, TOTAL EFF. POOL DEPTH = 8' L.F. IOV POOL X EFF. DEPTH ° (GAS, WATER, ELECTRIG, TELEPHONE/GATV) IN AGGORDANGE NOTE: (5EE LOT DRAINAGE ® 121 3 WITH UTILITY COMPANY STANDARDS AND 6UIDELINE5. ALL NEW STORM WATER DRAINA6E WELLS AND CATCH GALCULATIONS) D ° ° } 3. CONTRACTOR SHALL ADJUST ALL REMAINING STRUCTURES TO BASINS TO BE IN5PEGTED $ GLEANED AT THE COMPLETION ®°® OF ALL WORK. p MEET PROPOSED GRADE FLUSH. WARPING OF PAVEMENT BAGKFILL WITH GLEAN SURFAGE TO MEET EXISTING 5TRUGTURE5 SHALL NOT BE NOTE GRANULAR MATERIAL ALL •' . ® ® ® ® ® ICI ® PERMITTED. IF STRUCTURES GANNOT BE ADJUSTED TO MEET CONTRACTOR TO MAINTAIN ALL SEPARATION DISTANCES AROUND BASIN FOR FULL Ao GRADE FLUSH, CONTRACTOR SHALL CONTACT THE ENGINEER BETWEEN STORM WATER DRAINA6E WELLS, SANITARY DEPTH. - ••• - OF RECORD IMMEDIATELY IN WRITING. SYSTEMS AND ALL UTILITIES AS REQUIRED. Oz 3'-0" 10'-O" tv GROUND WATER NOTE: CONTRACTOR MUST LOCATE $ IDENTIFY ALL UNDERGROUND PIPES, WIRES 4 UTILITIES BEFORE GOMMENGIN6 WORK. :I NTERGONNEGT NEW POOLS AS SHOWN ON PLAN RECEIVED r:LAYOUT OF POOLS ARE ARBITRARY SEP 2 2024 PROPERTY OWNER/APPL I GANT: :RETAIN STORM FLOW OF 2" PER SQ. FT. KOEHLER FAMILY LTD. PARTNERSHIP NOTE: ALL PROPOSED DRYWELLS NOTED FOR RESIDENTIAL LOTS TO BE INSTALLED AFTER MAJOR L Southold Towr, 108 ALLEN BLVD. BUILDING CONSTRUCTION 15 COMPLETE. Planning Board FARMINGDALE, NEW YORK 11735 S.G.T.M.#: 1000-102-5-cf.2 ISSUED FOR REVISIONS THESE PLANS ARE AN INSTRUMENT OF PROPOSED t-GJLTIPLE UNIT ttouslNG FOR: PROPOSED GRADING DRAINAGE PLAN, �*• DATE: q-28-23 SERVICE KD ARE THE PROPERTY TYPICAL DRAINAGE DETAILS, DRAINAGE No. DATE REMARKS No. DATE REMARKS �BAR" "T5 �� KOEHLER FAMILY LIMITED CALCULATIONS-, NOTES (7r4GRAMMAS CONSULTANTS �`� ��� I E G T U R E f N � I N f t R I N 5--1-24 PROGRESS SET - REVIEW CONTRACTOR SHALL VERIFY ALL ' h � sGA�LE: AS NO R T I FIELD CONDITIONS AND DIMENSIONS - PARTNERSHIP DRAWING NO. 2 4 I I-24 SITE PLAN SUBMITTAL AND BE RE5PON51BLE FOR FIELD : 208 ROUTE loci, SUITE 208, FARMINGDALE, NEW PORK I17 -35 FIT AND aUALITY of woRac LOCATED AT: DRAWN: B.J.A. 000 TEL.: 631-3a3-6805 FAX: 631-3q3-6808 INBEHALF OF THE�� �� '7� �y ' 645 NORTH STREET FOR ANY ERRORS,OM15510N5, CUTCHOGUE, NEW YORK, 11935 0 E-MAIL: TOR NGDG ® AOL.GOM t'� N NOR NEGLECT ON HI5 PART.�:.: JOB NO: 2256 wz ~ N/O/F ; N/O/F ; N/O/F w z WYANDANGH RE CORP. WYANDANGH RE CORP. WYANDANGH RE CORP. Q I _ 540013'20"W - -- - - -- - -- --�-- -- - -- ---- - -- -- -- -- -- - - -1 -- -- Lu -- - -- - -- -- < - - - - PROPERTY LINE - - I ;;,, ,: - -- - - - - ':; " . 492.43' �_ Q x <; EXIST. �" X lL X TO cn I c0 vp� F<; UTILITY �� LU O Z I cc v�p POLE 50% 1L1 LEACHIN �_p'° '�� EXPANSION , POOL POOLS MIN. � I Q DIST.Z ,o I ' 9�1 �9g6- POOL' J '-0" 10'-0" MIN. I • TO PROPERTY LINE = SHADED AREA OUTLINES �- p v PROPOSED OPEN SPAGE: � \O, lb �' w I REOV. 20,017 5F. I O tY zI PROVIDED - 5q,083.4 5F f Q TANK SEPTIC x F< tL W ►Z LJ Of a I ; (Y o 0 o a FUTURE I di v , ; ; EXPANSION I W a POOL • • I I�I DISTRIBUTION ---�— I (Y WATER SERVICE i I � POOL \ "\ ,,- 10' DIA. LEAGHIN6 MULTI UNIT HOUSING f - POOLS (TYP. OF 3) 1 n 1 x F<; FRE5H AIR VENTo " O GAP w/PO5T AT IS" `_ NORWEGO I/A Q o j O F<; ABOVE GRADE r OWT5 SYSTEM O Lu P I �'IS' - - PROPERTY LINE - - j I x fI28'-2" C (Y `0; x _ x UTILITY 1?o . I 4 ROAD POLE I TYPICAL PLOT PLAN - I a v PROP. IN. FLR. (NOT TO SCALE) r� I GAS—GAS—GAS—GAS—GS—GA —GAS GAS— EL.: -1.50' PROP. WATER I" �p �0 z I ------ ------ ------ SERVICE LINE I fY 7EIA I PROP. METER I v C VAULT SHUTOFFI SAN I TART' SYSTEM NOTES I j -- -- - `_- VALVE SANITARY SYSTEM TO BE AS MANUFACTURED BY: I I I I I O i lZ` I- NORWECO S I N6ULA I R TNT WASTEWATER ; to TREATMENT SYSTEM OR APPROVED EQUAL. , I^ w 2- THERE WILL BE NO INDUSTRIAL WASTE INTO `� Ip O 4 THIS SYSTEM. O SHADED AREA OUTLINES 3- THERE WILL BE NO CONTAMINATED I NATED WASTES I PROPOSED OPEN SPACE RETURNED TO THE SOIL. co `� a 4- MAINTAIN CLEARANCES AS SHOWN ON PLAN. 5- GROUND WATER WILL BE IN EXCESS OF 1-7 �10� O 0 O TEST LOCATION BOR OF IZ FT. BELOW THE SURFAGE. ' APPROX.E� 6- MAINTAIN 10'-0" MIN. CLEARANGE BETWEEN -�"—�- -- -- -- " -- -- -- -- -- -- -- -- -- - -- -- -- " - -- -- -- ----- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- - -- -- -- 1,S LOCAION WATER LINE AND ANY UNIT OF THE '-•0' S40013'10"E 503.40' xE�' OF EXIST. FIRE ATE 25 HYDRANT SANITARY SYSTEM OR DRAINAGE N ROAD EXIST. UTILITY STRUCTURE. POLE W Lu 1- LAYOUT OF UNITS TO BE AS SHOWN OR Q SIMILAR IN PLAN DEPENDING ON FIELD OF GUY WIRE <; w EXIST. EDGE c`� PROPOSED PROPOSED O�NGRETE CURB GOND I TI ON5. PROPOSE ONGRETE CURB 8- THE GONSTRUGTION OF THE PROPOSED <; OF PAVEMENT CONCRETE CURB ,� ,� "1 "1 UA SANITARY SYSTEM 15 TO BE CERTIFIED BY 1�1- �6'- N O R T H S T R E E T x ��S- x� &'- A L I GENSED PROFESSIONAL EN61 NEER AS x x BEING INSTALLED IN CONFORMANCE WITH �195- THE APPROVED PLANS. 10- 8 1 N A PROPOSED SANITARY SYSTEM PLAN Scale: 1" = 20'-0" REMOVABLE MIN 20" DIA CAST IRON FRAME 4 INSPECTION AERATOR COVER SET COVER AT GRADE. COVERS TO SANITARY SYSTEM GALGULATI ONS GOVER5 ABOVE GRADE BE WATER 4 INSECT TIGHT GROUNDWATER MANAGEMENT ZONE IV E3 REMOTE AIR SAMPLING PORT FIN. GRADEFRE FIN. GRADE POPULATION DENSITY EQUIVALENT = 600 gals per day/acre VENT PIPE EL ±23.4' SGDHS PROJEGT DENSITY LOADING 4 DESIGN SEWAGE FLOW RATES - FLOW FROM GONG. DO2MEJ�N CAST _—_--__ 2'-0"_MAX_ CHIMNEY DEPTH. TABLE I - GLEAN OUT PITCH 1/5" PER FT. MIN. PIPE BAGK HOUSING UNIT BETWEEN > 1,200 S.F. GROSS FLOOR AREA, PITCH I/4" PER FT. — — — = _ = — _ �o 40_ MPLIN o°°Oo PRECAST CHIMNEY HYDRAULIG LOAD = 500 gpd/s.f. INV. + 21.Iq li: INV. +20.ci4 O°o 0°0 0 ��0°0 (5) HOUSING UNITS ® 300gpd/s.f. = 1,500 gpd °° ° °° °00 ° 0004" DIA TRANSITS PIPE O ° 0 6 °°�° ° 6" °o06 EL Ici.25' PROVIDE: NORWEGO 51N6ULAIR BIO-KINETIC WASTEWATER TREATMENT NOTE: RUN TWO 4" PIPES OUT OF INV. 20.25'o°°,Q° 00° ° 0 0°°° °O° ° q, SYSTEM, MODEL TNT-1500 6PD. RATED GAPAGITY - 1,500 gpd, SAMPLING PORT, ONE TO EACH O°�'°0 10'-O"� �00 O O ,°00 TOTAL SYSTEM GAPAGITY 3,400 6ALLON5 LEAGHIN6 POOL. °°O°Pq o0 °° 0°000 o0 °° PRETREATMENT o o CP LEAGHIN6 °O o p 0 O°P CHAMBERS EXTENDED ° °08 ° POOL O�OooO ° °0g ° 0.0000 AERATION O O 10'-O"N ° IL MINIMUM REQUIRED LEAGHIN6 AREA FOR LEAGHIN6 POOLS IS 300 S.F., ° O °0 ° ° ° ° °,°0g ° N w PREFABRICATED CHAMBERS o ° LEAGHIN6 0 -60 DESIGNED TO RECEIVE ONE FULL DAYS HYDRAULIC FLOW NORWEGO SI NSULAI R o �p °°�o°° o°�dp POOL °°�o°° - Q -- D ` . E TNT-1500 WASTEWATER ° O- �°00 °OO Q� �°0. E.aa TOTAL DAILY HYDRAULIC FLOW = 1,500 gpd TREATMENT SYSTEM °o°`O0 °cP°0 ° °°°°°OO °�P°o ° - ° °° ° SEP202024 1,500 gpd / 1.5 gal/s.f./day = 1,000 s.f. SIDE WALL REQUIRED 3-0 MIN. GLEAN Z 0 °0 00° ° ° ° EL 7.25' 000 5.f. / 31.4 s.f./ft. = 31.84 LF. = 32 LF. MINIMUM 10 -O DIA. POOLS SAND AND GRAVEL ° O Oo Oo 60 oo 60 po O o°(OCP Oo po 0o po 6) O BOT OF POOL ---- 000� ° Cb°o0 C00po(�000�000VO °OO Qn°°0 Q�°°O C�Oo� oo��000 p Cb Soi thc!d i own- C COLLAR (TYP.) .o ° '0 ° .o ° ° ° ° ° ° ° ° ° °°o °°000 °°O°°0 °°0°°0 °`Oo°°o °`00°°0 °`°E9°°00 °°o°-00°00 °°0°°0°`OO°°o °"Oo°°o °*00°°0 °`m(9°0,00 3'-O" MIN TO Planning E0c1fC� PROVIDE: (3) 10'-0" DIA x 12'-0" EFF. DEPTH LEAGHIN6 POOLS o°a00e°o00°0°000°0°° °O °a° O 60 o °°°00 °° o °°° o °O ° O°°° 6° o 3 x 12'-O" = 36 LF. = 36 LF. (o I� o o � °O' 00 ° 8 °o °° °o °° o ° o P °a 00 ° GROUND WATER 4" DIA CROSSOVER PIPE, SET BASE PROPERTY OWNER/APPLIGANT: EXPANSION GAPAGITY: (1) IO' DIA x 12'-0" DEEP LEAGHIN6 POOLS TYPICAL SECTION THRU SANITARY SYSTEM OF PIPE AT MAX 1/2 OF EFFECTIVE KOEHLER FAMILY LTD. PARTNERSHIP DEPTH OF LEAGHIN6 POOL 108 ALLEN BLVD. FARM I N6DALE, NEW YORK. 11-735 S.G.T.M#: 1000-102-5-q.2 ISSUED FOR REVISIONS TARY SYSTEM PLAN T1 E E PLANS ARE AN IN5TR RENT :. :4; a..q PROPOSED MULTIPLE UNIT HOUSING FOR: PROPOSED SANI , SERVICE AND ARE THE PROPERTY /� � �; DATE: a-28-23 OF THE ARCHITECT,INFRINGEMENTS SANITARY CALCULATIONS, SECTION GRAMMAS CONSULTANTS No. DATE REMARKS No. DATE REMARKS 111LLBEPR05ECgW. � n '• KOEHLER FAMILY LIMITED DETAILS, NOTES CONTRACTOR SHALL VERIFY ALL PARTNERSHIP SCALE: AS NOTED DRAWING NO. A R � i T E C 7 U R E � � N G I NE E R I N G I 3--1-24 PROGRESS SET - RENEW FIELDCONDITIONS AND I ' = '� �` ',� -�'DIMENS ON5 2 4 i I-24 SITE PLAN SUBMITTAL AND BE RBPON5IBLE FOR FIELD 208 ROUTE IOq, SUITE 208, FARMIN6DALE, NEW PORK I1� -35 FIT AND auALITr of woRK.AIJ-0K&XE5 SHALL BE_ LOCATED AT: DRAWN: B.J.A. TEL.: 631-3q3-6805 FAX: 631-3q3-6808 3 8-2ci-24 AS PER SGDHS MEETING COMMENTS II BE of THE CONTRACTOR 9 0' �� 645 NORTH STREET E-MAIL: NCDC @) AOL.COM FOR ANY ERRORS,OMI5510%, r ,N, " CUTCHOGUE, NEW YORK, 11935 - 400 NOR NEGLECT ON HIS PART. .: :, M� JOB NO: 2256 SP 2#12, #12 GRD 4" DIAMETER ALTERNATE INLET LOCATION REMOVABLE INSPECTION COVER AERATOR MOUNTING CASTING AND COVER CAST-IN-PLACE INLET LINE WITH CAST-IN-PLACE HANDLE WITH FRESH AIR VENT ASSEMBLY RECEIVING FLANGE IN 5/4" PVG CONDUIT 120 VOLT, 1 O 5ERV I CE TO NOR^EGO CONTROL PANEL 2#12, #12 GRD IN 3/4" APPROVED SEALANT OR PVG CONDUIT SEALING DEVICE BIO-KINETIC® SYSTEM I�POLE BREAKER LOCKING LUGS c NORWECO NORWECO CONTROL UTILITY 1±3 AERATOR PANEL 4 DIAMETER CIRCUIT EFFLUENT LINE !', `- A O 11� o BREAKER METER PANEL 0 0 0 o A SOLVENT WELD - -- - NORWECO CONNECTION -_-- NORWECO CONTROL EXIST. INGOMING o - -SERVICE GE I OOA, 10, AERATOR o BIO-KINETIC SYSTEM � r- PANEL 120/230 VOLTS MOUNTING CASTING r NEW 20 AMP, LTI I AND COVER I POLE BREAKER FINAL CLARIFICATION GASKETED DISCHARGE EXIST. W G D E FLANGE ASSEMBLY GROUND ROD CHAMBER 2#12, #12 ORD ALTERNATE INLET PRETREATMENT F SINGULAIR®TANK OUTLET COUPLING IN 3/4" PVG CONDUIT 120 VOLT, 10 SERVICE TO NORWEGO LOCATION CHAMBER TO 4" DIAMETER EFFLUENT LINE CONTROL PANEL 2#12, #12 GRD IN 5/4" PVC CONDUIT GENERAL NOTES: EXTENDED AERATION CHAMBER -///PLAN VIEW I. BURIED ELECTRICAL POWER GONDUIT5 5HALL BE A MINIMUM OF 24 INGHE5 BELOW GRADE. B10-KINETIC6 SYSTEM 2. ALL ELECTRICAL WORK TO BE PERFORMED IN AGGOIRDANGE 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 OUT #1 ANGLE FRAME AERATOR MOUNTING CASTING LOCKING LUGS FIRST FLOOR - -- -- - • FINISHED CLEAN GRADE OUT #2 BIO-KINETIC® SYSTEM UNDERGROUND POWER SUPPLY ENTRANCE MOUNTING CASTING (SEE AERATOR MOUNTING AND INSTALLATION - DETAIL DRAWING)UILDING �� ��.�� �� �� -�� SOLVENT WELD kk BOOTING /�� / / � \� � �\ CONNECTION J INV. Lu +22.4' INV. +21.49' o U TO DRAINAGE - ( K O 6" D. CAST IRON SYSTEM PIPE --- - LH TYPICAL CLEAN OU T DETAIL —° u . X L pr 600 600 FEMALE PHONE OR p o a o n o o p xF,AAU%1 nv aKnA�.,.nv �uAUxJ Ar r - ,; T v r 600 .,,,. NETWORK JACK PHONE OR w 0 w w Z OUTLET END VIEW � BIO-KINETIC® SYSTEM NETWORK 1 = w 0 p MALE PHONE in o Z PRETREATMENT CHAMBER FINAL CLARIFICATION CHAMBER NOTE: TOTAL SYSTEM CAPACITY: 2,850 GALLONS OR CAST-IN-PLACE AERATION EXTENDED AERATION CHAMBER ® RATED CAPACITY: 1,250 GALLONS PER DAY CHAMBER TRANSFER PORT BIO-STATIC SLUDGE RETURN 115 VAC, 15 AMP WIRED INTO A SEPARATE CIRCUIT TO AT MAIN ELECTRICAL SINGULAIR SECTION A-A PANEL AERATOR BLACK BLACK CRITICAL DIMENSIONS GENERAL NOTES: E GREE WHITE E GR IN1'- O" 0 0'- 3" O SINGULAIR®AERATOR,AS TESTED AND ACCEPTED BY NSF. CIRCUIT BREAKER � � NOTE: PRETREATMENT CHAMBER MINIMUM REQUIREMENTS SHALL BE: 1,500 GALLONS CAPACITY, © 2'_ 9.. ❑O 0'- 6" 16 GALLONS PER INCH OF LIQUID LEVEL AND 12 INCHES OF FREEBOARD. NOTE: FRESH AIR VENT PIPE MUST BE SECURED AGAINST A STRUCTURE OR PROVIDE A FIXED © 21- 8" © 01- 2 Y2" FALL THROUGH SINGULAIR® PLANT FROM INLET INVERT TO OUTLET INVERT IS FOUR INCHES. INLET INVERT IS TWELVE OGFCI OUTLET POST TO PROTECT VENT PIPE ❑D 31- 7 ® 1'-4" INCHES BELOW TANK TOP. INSTALLED NOTE: SOME CRITICAL DIMENSIONS ARE INTENTIONALLY LEFT BLANK TO BE [E 21- 3" ® 51- 8" BESIDE FILLED IN PER INDIVIDUAL JOB SITE SPECIFICATIONS. Q ON DEEPER INSTALLATIONS, PRECAST RISERS MUST BE USED TO ❑F 9 - 3.. ❑S 7 - 0 EXTEND AERATOR MOUNTING CASTING AND BIO-KINETIC®SYSTEM © 1'- Ogg OT 1'- O" MOUNTING CASTING TO GRADE. INSPECTION COVER ON NORWECO ELEC CONTROL "SERVICE ❑H 01- 3" DU 51- 6" PRETREATMENT CHAMBER MUST BE DEVELOPED TO WITHIN PRO CONTROL CENTER" WIRING TWELVE INCHES OF GRADE. 5 DIAGRAM 0.- 3.1 ® ® TANK REINFORCED PER ACI STD.318-05. N.T.S. OK 1'- O" OX © REMOVABLE COVERS ON RISERS WEIGH IN EXCESS OF © O'- 2" ❑Y 1'- 8" SEVENTY-FIVE POUNDS EACH TO PREVENT UNAUTHORIZED ACCESS. 0 5'- 6" � © CONTACT THE LOCAL, LICENSED SINGULAIR® DISTRIBUTOR FOR ELECTRICAL REQUIREMENTS. �E EIVED F - PROPERTY OWNER/AFPL I GANT: SEP 2 0 2024 KOEHLER FAMILY LTD. PARTNERSHIP ; 108 ALLEN BLVD. SOLA,goid Town FARMINGDALE NEW YORK 11- 55 Planning Board � S.G.T.M.#: 1000-102-5-9.2 ISSUED FOR REVISIONS �PLANs A��INST T� �.;.�,, Ln�;�.t PROPOSED M1ULTIPLE UNIT HOUSING FOR: NORWEGO SANITARY SYSTEM DETAILS, 56;MGE AND ARE THE PROPERTY �► `� DATE: 9-28-25 OF TfE ARCHITECT,INFRIN6EM1ENT5 ��5 dos B. � � DIAGRAMS, ELEGTR I GAL DETAILS, NOTES GRAMMAS CONSULTANTS No. DATE REMARKS No. DATE REMARKS WILL BEPR05EGUTED. �� � . . KOEHLER FAMILY LIMITED ► `'" � SGALE: AS NOTED ARCH ITECTU RE ENGI NEERI N G 1 5-1-24 PROGRESS SET - REVIEW CONTRACTOR 5HALL VERIFY ALL .�.� � FIELD CONDITIONS AND DIMENS10% , PARTNERSHIP DRAWING NO. 208 ROUTE IOCI SUITE 208 FARMINODALE, NEW YORK 11-735 2 4-II-24 SITE PLAN SUBMITTAL AND BERJALITYOF FOR FIELD FIT AND QUALITY OF WORK. � .�„ LOCATED AT: DRAWN: B.J.A. ' NO ALLOWANCES SHAH-BE MADE , 4'.0. c127'�� � 645 NORTH STREET • TEL.: 631-3q3-6805 FAX: 631-3ci3-6808 IN BEHALF OF THE CONTRACTOR fJ�N- CUTCHOGUE NEW YORK 11935 E—MAIL: NGDG © AOL.GOM FOR ANY ERROR5,OMISSIONS, , 4 ,a I NOR NE6LEGT ON HIS PART. ` JOB NO: 2256 S P I PLANT KEY W 0 0 W 0 I W ir�i // // %/ /iiii�/%/i/�7// ////�/l// /�i /ii% i// / i�?�// %/�l%//ii/��iii /�i�/%�ii/// /%�/7�/�7/ /iiiiiiiii�%//��"/�iii'% /� ��/�7 ��� ��Tl1T �i� �',iT/%�7/i���//i /% /%�Ti � ' iii�/"//�// /�/Ti%/i;i / /% i/%�ii�ii�ii�i�ii/%�7//�'i?% / /' w Y w w w V% w w v `!% w w .I� `!. w w •y w w w w w w w `y w J w Y '+Y w w +y Y `✓' `i.• ww w w w V w w w v �' w V' w w w w wV w ^d' ww Vr w V• w /w wy%Ei XI SiT i.ii Q I • EXISTING TREE w 'Y Jr w V' *;' •!' w w w w w V' `✓ •Y w y II U`TI LI T'� w w w w d w w w W w J w V' w V' •Y J' w Y v ti' w . w 'd+ :✓ w w V' w w w w w w w w w w w w w J' `J' w w w V' w Vs w ^] w *l V' `:` w V' w •F w 11, w ,y P O L`E J. I w y w ! J: w J' w w w w w w J w V. y V' w J' /V' w `I' Y `V w w 'J' w w 'Y w `;i .;.' w J' w '•d w w .. �; ., w w V- w V' w W w w w w w •Y `y w `L `;' V' w J' w V' w 'Y w W w w w w w w V J' •Y `v `I' Y w w w `Y J•/ (n J `y J' ,y w w w w w w y w 'y V w J' w V w V' '!� J` w V' `Y V` •t J V• J' w V' w y w .y w w w v w d' V' w V' w V w V' w w / W w / ry- // w �' w Y w w w w w w w w w w w w w w y a' w �• w w J' w w y w w w d w w w d w w J' w J• w v' w w w �' w J' w w w Y w w Y w w J' d + PROPOSED TREE J• w •y V w w w w w 'y w ^✓ w w V' w V' w w ^Y J' `Y `t• w V• *Y V' w J' •✓ V w w w '✓ w w w w .y w `1' V' w w w V• .y w *Y w w V• w w i V' w w w w w�w W w J w v w w w w w w w w w w w w w w V w y w w 4' w V' w w w V w•, w w `y W W w V' w V w w w Y w w V• w w w w w w w I.!dJ k'?",f"'';_r;m.�S s:.PC.:i.;•�.T 2?9,V'`,*3 '� w w .t' w w .r,..........._....,y,........._.... �;, _..y._......._._...yF-----'^b-• w .'r-'----_^;--'---'3.------w w w --- ^-'.-..,,,.y.,_-.._......,_ ,,y _...p,........._....._„#--___.----..,�,......._.. y, V.....................y...._.___..._V........____.w V __...__.._y..._._.....__..�.._._.............,4,. J. _-..__ti.... .......,,....,...__.�_ J, w v^-........Y in---V� V.------•y-.-._.-.;.._...._....,._„d, w W . w J __.�. .._. ,. q _ J �................. >.._......_..._� .._.._-�..• J w w J / = 6"WALNUT w w w w v y w w w w J w S• w d w V' w d• w w w w V' d' w V w w w w w V• w w m > jw w w w v `✓ w w w w w w w w w w w w w w w w V' W V' ^Y V' w w w w "✓ w w w w w v J• v ✓ w .y w `y w w V• w w w V' w J' 'Y V' w V' w w w V' w Vi' w w w w j w w w w w W w w w w w J' w J• w J• w w w w w a w w w w w w w �• w J• J w b w w w Y w w w w w w w w w Y• w w w w w �' + .y w y w y y I w w w w J- w w w w w w `ai w w w w V• w V' V' `t' w w w .(� 'Y w w J' w w w `v w w V• `. w V w w w W w V' w V� ^Y w w V' w `E' w J• w w •1 w�, w w w Y w J• w Y w w w w w w `L, J w w w �• w y w w d' w w w J' w �' w �' w w w PLANT NOTE V' w �' '✓ V� '3' d' w w w `1' ••y V w `L w V d' w •!' V` `Y w w `L w w w w w w w w `Y .€� w w w ! S: w V' w w v J' - / w y w Y V' w V' w w w 1. ALL PLANT MATERIALS SHALL BE NURSERY GROWN AND CONFORM TO "AMERICAN STANDARDS j w L w w J' w w J' w J w w w w �' w J' y J' w J J• w J' � /// ////�"//// FOR NURSERY STOCK"(ANSI Z60.1). / `v . w w w J' w J' w J' w � w t• w w w u w 'a' w ;- w .t• w .;, 2. THE CONTRACTOR SHALL FAMILIARIZE HIM/HERSELF WITH LOCATION OF MECHANICAL EQUIPMENT Y ✓ V v' v J w "r ` •L `'� V' w w `y w V' w w w w J• J' J- `d' EXTENT OF CLEARANCE AREA 3 CC rrl AND UTILITIES,EXISTING OR PROPOSED,IN THE AREAS TO BE PLANTED. / � j j w �J) J' `Y V' w J' w d w w w J' w •d' w ,L• `i. `!' w ti w `✓ ti' w / 3. VERIFY ALL GRADES,DIMENSIONS,AND EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES j w �v `�' w `°' `� w ' w J' :• w w `a' `Y v w w w J` w '� w �' '.v .t � ' TO THE LANDSCAPE ARCHITECT. `d' w w V' w V w J' w J! w '[� w 't.' wd' w w w •v w '1 w V' v' % I I/i' w Kti J Y w J v w w w J Y J y J• v` w y w y w J' w % r �~ 4. STAKE OUT LOCATION OF NEW PLANTS AND OBTAIN APPROVAL BY THE LANDSCAPE ARCHITECT j r w Lj w w w w w w w J' w w w w w w a• w w w w w w w .;. w w w w d' / CLEARANCE AREA �\ �� � _:-:� / � � LAWNZ I f'l m BEFORE PROCEEDING WITH THE WORK. / NATURALIWILDVEGETATION TO REMAIN J ` ` J" ' LAWNZZ �� I U 5. PLANT MATERIAL SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE LANDSCAPE ARCHITECT AT THE NURSERY AND AT THE SITE BEFORE PLANTING IS BEGUN. w w w w `L• w w w L w `L w w w J. w w w j �. W w w w V' w V' w w w w w J• w w w / f W 6. ALL PLANT BEDS AND TREE SAUCERS SHALL RECEIVE 2"OF DOUBLE SHREDDED BARK MULCH IN 0 1 Cr- ACCORDANCE WITH ATTACHED PLANT DETAILS. j w w 'y w J' •d w w `y w w •� w w w `b w `�,• w ^y w `w /j {'j `. 11��t'ty` I `� ! V `, w 'w w J,• w w w `y w w •1' 'Y w `Y V' 1' w Y w % �5.----✓ ti.-:� u [--PROPOSED z 7. ALTERNATELY SPACE("STAGGER")PLANTS IN BEDS UNLESS OTHERWISE NOTED. 0 / w `J Y w Y J y J Y d J w w Y PRIVACY FENCE 5 IGC I u ® 8. SCARIFY ROOT BALLS REMOVED FROM CONTAINER GROWN STOCK PRIOR TO PLANTING. `v w�i Vr w w .i w w w *.: w ,, w w w w w w w `Y w `d' w f' d r w w w (TYP.) � 9. N/ EXIST. UTILITY POLE I O PLASTIC,NON-ROT BURLAP OR TWINE SHALL BE USED ON THIS JOB. w + w w w V w v w w w J w w w J w 1 10. EXISTING PLANT MATERIALS SO INDICATED TO REMAIN AND BE PROTECTED WHICH ARE INJURED / Ll [:1 (L } I / 0 OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRA y Lr Y w y J' w J• w a' v J' w w w J' t' w w WHICH A AND SHALL / w w ' J w w w y w J / F9 BE OF THE SAME SIZE AND VARIETY AS THOSE DESTROYED OR DAMAGED. '�"'• V w V w J' `Y J" `Y V' y y' + `✓ w w "✓ V• w `✓ w w •✓ ✓ .y j 11. NO EXISTING TREES ARE TO BE REMOVED UNLESS AS NOTED ON THE DRAWINGS AND APPROVED / tf BY THE LANDSCAPE ARCHITECT AND OWNER. / V' vim} +d w v w *d' w + w *i• w d• w V' •y •!• w w w w w w w w w V• � I -W -w -W -'-w --�--w 12. NO SUBSTITUTIONS TO BE MADE WITHOUT WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. w w w w y w w w d. w w w �' w w w w w 13. ALL PLANT PITS TO BE BACKFILLED WITH 2 PARTS EXCAVATED TOPSOIL MIXED WITH ONE PART / ti 12 DHF ® COMPOST. ADD BIOSTIMULANT PLANT HEALTH CARE INC.-BIO PAK,ROOTSAVER OR EQUAL)AS ' "f, PER MANUFACTURER'S RECOMMENDATIONS. SUBMIT SOURCE OF COMPOST AND BIOSTIMULANT ' j V' w V• w '>d' w `1` w w �✓ V• w w w V' w w w w w w w y ^Y w `y w PRODUCT FOR APPROVAL BY L.A. JF w w w y w w w w w w y w w w w w / w w w w w w w w y w w w w w w 14. ALL PLANT MATERIAL TO BE GUARANTEED FOR 1 YEAR FROM DATE OF INSTALLATION AND J w d J Y � � y w w y w d w 4 y � W / ''' WRITTEN ACCEPTANCE BY LANDSCAPE ARCHITECT. / V° w w w 'd• w '.:' w V. w ti' w ,.,, w ...y w +Y w *y w V' J V `t' w `}. w / / `Y_......_. `''......._.._.._:^d:..._.._.._.........w wr 'f, ---V�- '°' ..........__....:u..__ , ..L:_.. )'r:. ........-........_........_.__.._. _........_._ _..... __. .__ 15 IF ANY / J w w y w w w J --- ARA DISCREPANCY EXISTS BETWEEN PLAN AND PLANT LIST, LAN SHALL GOVERN w__ OHO O O O � 16. EXISTING TREES NOT INTERFERING WITH NEW CONSTRUCTION AND IN GOOD HEALTH SHALL + + 0 0 + %`Y V• y V `� V w ',V w w w '-Y ,}, w +! w '^Y .V w J' `: r w w PMF REMAIN. • / (T1 17. PROJECT SITE SHALL BE KEPT WEED FREE DURING THE CONTRACT PERIOD. w w Y w w w w w r Y J' y w Y w y w w J- w V / PROPOSED OPEN SPACE 10 OS '" > 10 OS "'1 10 OS 7 PL 10 OS w y �> "� d w ✓ w w w w w w w w w 1 O OS $IGC Cfl 18, CONTRACTOR SHALL MAKE(1)VISIT PER MONTH DURING APRIL-OCTOBER OF THE MAINTENANCE I' c}+ PERIOD TO REMOVE WEEDS,PRUNE DEAD LIMBS&BRANCHES,STRAIGHTEN TREES SHIFTED BY c / 16"MAPLE 11"OAK WIN TO REM DEAD OR INJURED PLANTS AS REQUIRED ADD / w `d' `L V• w •d' w w w V w w Y w ,.✓ .( •v w / 1 ...... ,r...........• .. .. D R MULCH,AND BED LINE RE-CUTTING � / �• `y •tF w ^d' w J' w .! w w w w w ^y w w •t `Y w w w � J' w J' Y j rt �� + �� - ; '� IT] AS REQUIRED, w w j CFR (' 0 � 0 �( I Z- :�_ 19. IF NO IRRIGATION IS TO BE INSTALLED,CONTRACTOR SHALL MANUALLY IRRIGATE ALL PLANTINGS w w w w w w w w w w w w J w J' �/ "f' QAW CAC ;✓ AND SEEDED AREAS EQUIVALENT T01.5"OF RAIN PER WEEK THROUGHOUT THE MAINTENANCE yS4,01 1 Ew w w w w w w w w - - - - - - - - - - - - - - - - - - - - PERIOD(INCLUDING RAINFALL). w w w `y w 'y 50�.40' i f�1 30' STREET TREE NOTE: 9"MAPLE I EXIST. 705.06 LINEAR FEET OF FRONTAGE UTILITY t 18 TREES REQUIRED AT 40'SPACING 20"HONEYLOCUST LAWN LAWN 19 TREES PROVIDED INCLUDING EXISTING LAWN POLE 11"OAK • ., _._.._ ........ .............. _.... __...._....... ....._..._.__..-. ._..__.. _.... _,_.._........._..._...._.......... -__.._. .__.._-_.... _ _..___....__._.............__ ____._.. ..___..... W i E F. _._..___..._... _...-.._._......_.... {'tip(__.. 7"RED CEDAR PROPOSED CONCRETE CURB SIGHT DISTANCE 24"HONEYLOCUST 10"HONEYLOCUST 30' TO REMAIN CLEAR HONEYLOCUST 31 HONEYLOCUST 20"HONEYLOCUST r NATURAL GROWTH INTO RIGHT OF WAY l� ® Rw T H S IT R E E T PLANT LIST QUANTITY SYMBOL BOTANICAL NAME COMMON NAME SIZE Acer rubrum 'Armstron '* Columnar Red Maple NYLON STRAP OR REINFORCED RUBBER 1 ARA g p 2 1/2-3" Cal. �HOSE SECURED ABOVE FIRST BRANCH 1 CAC Carpinus caroliniana* ,t 2"DOUBLE American Hornbeam 21/2-3 cal. TREES LESS THAN 6"CALIPER:TOP OF ROOT BALL TOP OF ROOT BALL TO BE TO BE FLUSH WITH GRADE;ROOT FLARE SHALL BE SHREDDED BARK MULCH i t FLUSH WITH GRADE;ROOT 3 CC Cercis canadensis* Eastern Redbud 2 1/2-3" Cal. SHREDDED DEPTH R DOUBLE VISIBLE AFTER MULCHING BACKFILL SOIL p FLARE SHOULD BE VISIBLE SPACING AS LANDSCAPE ARCHITECT�� WORK SOIL TO A 12"MIN. 1 CFR Cornus florida var. rubra* Pink Dogwood 2 1/2-3" cal. f ... SHREDDED BARK MULCH TREES OVER 6"CALIPER: TOP OF ROOT BALL .>����J•,,�"` TAPER TO 0"AT ROOT FLARE SHALL BE 2"-3"ABOVE GRADE '� DEPTH,INCORPORATE AMENDMENTS AS SPECIFIED 12 DHF Dennstaedtia punctilobula* Ha scented Fern 1 rt. If: � � Ism .� y r� 3/16 GAL.TURNBUCKLE T" M 3"x 3"MILLED CEDAR OR C LE �.,� �,. ;,':,,� '' '� � , , BY LANDSCAPE ARCHITECT t. ; : N Z x ,r. mpacta'* Inkberry 2 gal. 4"DIA.NATURAL CEDAR 2"x 4"x 30"CEDAR STAKE AT A 45 1,,: <-.. „� , .,. 1 13 IGC Ilex glabra 'Co STAKES 2 PER TREE r •.f-- tr r; a , ..,.: :;:. I. > ' " I:i ( ) DEGREE ANGLE(3 PER TREE) ;; ,F[[ J si ,3 I;w„ll[_i r, ':.' r r TrrrUrr) T` .fir DRIVE STAKES AT ANGLE NOTES: 3 x BALL WIDTH MIN. SET ROOT BALL ON FIRM 1�"-2"DEPTH OF DOUBLE 50 OS Onoclea sensibilis* Sensitive Fern 1 qrt. 1. ALL TREES TO BE WATERED IN SHRUB ROOT BALL TO MEET UNDISTURBED SHREDDED BARK MULCH BACKFILL SOIL AS SPECIFIED BY ' 'AND DRAWVERTICAL WITH THOROUGHLY ON DAY OF INSTALLATION OR EXCEED A.A.N.STANDARDS SUBGRADE NOTES: LANDSCAPE ARCHITECT) 10 PL Prunus laurocerasis Otto Luyken Cherry Laurel 3 gal. WIRE TO CREATE TENSION NOTES: REGARDLESS OF RAINFALL. 1 PMF Pieris japonica 'Mountain Fire' .- 2. DO NOT HANDLE TREE BY TRUNK. Andromeda 3 gal. D 1. REPORT ANY SUBSOIL WATER CONDITIONS TO LANDSCAPE 1. ALL PLANTS TO BE WATERED IN THOROUGHLY ON D4Y OF INSTALLATION 2"SAUCER(REMOVE 3. WOUNDED TREE WILL NOT BE ACCEPTED. ARCHITECT PRIOR TO PLANT INSTALLATION. REGARDLESS OF RAINFALL. 1 QAW Quercus albs* " " =- 4. ALL NYLON/POLY STRINGS,ROPES, White Oak 2 1/2-3 Cal. AFTER ONE YEAR) MATERIAL TO BE REMOVED FROM TREE 2. ALL SHRUBS TO G WATERED IN THOROUGHLY ON DAY OF 2. REPORT ANY SUBSOIL WATER CONDITIONS TO LANCSCAPE ARCHITECT PRIOR TO *Lon Island/Northeast Native/CultivAND DISPOSED OFF SITE. ar INSTALLATION REGARDLESS OF RAINFALL. INSTALLATION. g �SEP 1 C) lOZ�T i REPORT ANY SUBSOIL I EXCESSIVE BE CPMELAN������ 0GROUND COVER PLANTING DETAIL -- -WATER CONDITIONS I ` �,` '`- � 5. EXCESSIVE CIRCLING ROOTS OR ' �;' '.. h01OwTOL.A.PRIORTOANY "':a - - "^;r. ` .. --' : COMBED OUT WILL BE SUBJECT TOPLANT INSTALLATION f...... .;-.I, � ',�,: ,��..:" .;[..-..;sal.:.: illiPlanning Board II tTi::, NTS 'f, .. ','�. " _. j REJECTION BY LANDSCAPE ARCHITECT. L-1!j r .z5 ;P. I•._.�'f €F= j :{ij 6. DO NOT PRUNE TREE UNLESS DIRECTED - a BY LANDSCAPE ARCHITECT(L.A.). ,11 _Lj ' 7. STAKES AND GUYS REQUIRED ONLY IN OS SET ROOT BALL ON FIRM, �' "T 3x ROOT BALL WIDTH MIN. WINDY EXPOSED CONDITIONS. �O �APF UNDISTURBED SUBGRADE; ROOT BALL TO MEET OR BACKFILL 8. CONTRACTOR RESPONSIBLE FOR W REMOVE WIRE BASKET& SOIL STRAIGHTENING TREE THROUGH THE STANDARDSEXCEED ASNS c� DISPOSE OFF SITE ANSI Z60.1-2014 GUARANTEE PERIOD(VERIFY WITH L.A.). DECIDUOUS TREE PLANTING DETAIL 9 (RE OVEATERIONEYEAR)COVERAREA �. NTS l \ koP'tJE`N LANDSCAPE PLAN SCALE: 1"=20'4' DRAWING NOTES: 645 NORTH STREET 1. THIS DRAWING IS AN INSTRUMENT OF SERVICE RENDERED TO THE CLIENT FOR VILLAGE APPROVAL AND GENERAL LAYOUT PURPOSES. NOT FOR CONSTRUCTION. 645 North Street 2. BASE INFORMATION FROM SURVEY BY EX SURVEYING DATED X. THIS DRAWING WAS NOT PREPARED C utchogue, NY UNDER THE DIRECT SUPERVISION OF A LICENSED LAND SURVEYOR AND SHALL NOT BE RELIED UPON G I B N EY TO ESTABLISH BOUNDARY MONUMENTS OR BOUNDARY METES AND BOUNDS. 3. IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A DESIGN 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. 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F 'O. k 'O. kkEIkIfIfIkIfIFIEk3kkfIfIIkIk . 3k,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 Oro 0,0 0,0 0,0 0,0 0,0 ,0 ,0 ,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 Or0 0,0 0,0 0,0 O,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 ITITJI„'VVVh1111XN0000TTrr1 1715 OroOr T..nn �Vh�V+TU1ff00044Y__0, 0,0 Or0 Oro 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 Or0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 O,0 0,0 0,0 0,0 0,0 0,0 Oro 0,0 0,0 0,0 0,0 0 0,0 0,0 0,0 0,0 0,0 0,0 0 1 Z �4� A PROPOSED LIGHTING PLAN NScale: 1" = 20'-O" Statistics R-1 MA VCS, LG LIGHTING LED Goosencick fixtures Description Avg Symbol Max Min Max/Min Avg/Min LUMINAIRE SCHEDULE BLDG BACK SIDE LIGHT TRESPASS 0.0 fc + 0.0 fc 0.0 fc N/A N/A DOLOR LUM. TOTAL MOUNTING rAG SYMBOL QTY. LABS- ARRANGEMENT LAMP OUTPUT LLF DE5GRIPTION TEMP. K WATTS WATT5 SPEGIFIGATION NAME HE16HT BLDG FRONT SIDE LIGHT TRESPASS 0.0 fc �C O.0 f C 0,0 f C N/A N/A I 1 RDK LIGHTING - LED 0005ENECK GOOSENECK MOUNTED LED, 5000K RDK LIGHTING ..r-)ii.,". . -1 :� � A (�) 15 FIXTURE - #VG5214DM - BRONZE FINISH, SINGLE 1,112 0.cI5 w/FRO5TED LENS 3,000 -1� 3Q5 #VGS214DM-LEDI4-A-3K-ARM 5 (MODIFIED), '7'-6" A.F. FLOOR BLDG LEFT SIDE LIGHT TRESPASS 0.0 fc 0 0.0 fc 0.0 fc N/A N/A ° = DARK SKY COMPLIANT OVERALL SIZE 11.5" H. x 14" W. GL-IOOF #008506 LENS ,:r- BLDG RIGHT SIDE LIGHT TRESPASS 0.0 fc ❑ 0.0 fc 0.0 fc N/A N/A •', RDK LIGHTING - LED GOOSENECK 6005ENEGK MOUNTED LED, 5000K RDK LIGHTING L ,.,t � B �(�) 5 FIXTURE - #VG5212A - BRONZE FINISH, SINGLE 1,112 O.aS w/FR05TED GLA55 LENS 3,000 #VG5212A-LEDI4-A-3K-ARM 5, 8'-O" A.F. GRADE FRONT DRIVE 0.3 fc ❑ 6.9 fc 0.0 fc N/A N/A _, DARK SKY COMPLIANT OVERALL SIZE 12Y4" H. x 12" W. �a 1,185 GL-IOOF #008506 LENS LEFT SIDE CLEARANCE 0.0 fc X 0.0 fc 0.0 fc N/A N/A ( - LEFT SIDE ❑PEN SPACE 0.0 fc ❑ 0.0 fc 0.0 fc N/A N/A RIGHT SIDE CLEARANCE 0.0 fc X 0.4 fc 0.0 fc N/A N/A , - L I I I I I I I I . . - UNIT A ENTRANCE 5.1 fc X 6.1 fc 3.3 fc 1.811 1.511 UNIT A PATI❑ 1.5 fc ❑ 5.5 fc 0.0 fc N/A N/A ' •', I UNIT B ENTRANCE 5.0 fc X 6,0 fc 3.2 fc 1.911 1.611 UNIT B PATI❑ 1.8 fc ❑ 5.8 fc 0.0 fc N/A N/A - UNIT C ENTRANCE 4.9 fc + 6.1 fc 3.1 fc 2.011 1.6:1 i. " ' UNIT C PATI❑ 1.6 fc 5.7 fc 0.0 fc N/A N/A SPIE-CIFI '-�TIONS Arms DIMENSIONS UNIT D ENTRANCE 4.9 fe 0 6A fc 3.1 fc 2.011 1.611 Construction Available ARMS include: Domes,arms and mounting plate are made ARM1 --- UNIT D PATI❑ 2.0 fe X 5.9 fe 0.0 fc N/A N/A of aluminum with a durable powder coat � ARM2 /"" •� paint finish.Various combinations of fixtures ARM3 / SA- and arms can be combined in custom • ARM4 UNIT E ENTRANCE 5.0 f e ❑ 6.0 fc 3.2 fc 1.911 1.611 colors.An optional swivel(sold separately) • ARMS I' • ARM6 u.r UNIT E PATI❑ 1.6 fe 5.6 fe 0.0 fe N/A N/A can beattaohedto the dome to direct light \ /' where needed. `� - •" u.r BACK ❑F BLDG CLEARANCE 0.0 fe 0 0.0 fc 0.0 fc . N/A N/A Mountie Finish -- ���^^^ee, 9 Bronze,White,Black �� � \�E Fixture can be surface mounted on a Custom colors optional junction box on the wall. �r �. _----- Electrical Options SIP r �1 02 6 1 PROPERTY OWNEWAPPL I GANT: Globes ,:.Ir 14A. KOEHLER FAMILY LTD. PARTNERSH I P Total system wattage is 14 Watts,The Guard standard unit has a high efficiency driver that Wire Cage(only applicable operates atl2o-27Nasstandard fort_G4ois) VCS212A VCS214DM Southold I-i own 108 ALLEN BLED. • Swivel Planning Board FARMIN&DALE, NEW YORK 11-735 S.G.T.MA I000-102-5-q.2 ISSUED FOR REVISIONS THESE PLANS ARE AN INSTRUMENT OF ._-r€,,"; ;'"'.,,� PROPOSED MULTIPLE UNIT HOUSING FOR: DATE: q-28-23 PROPOSED LIGHTING � PHOTOMETRI G PLAN, SERVICE AND ARE T}B PROPERTY I�1. IA, r-, CONSULTANTS No. DATE REMARKS No. DATE REMARKSOF TI-E" N6EhffNTS ��- ; �� ��'j KOEHLER FAMILY LIMITED LUMINAIRE SCHEDULE, DETAILS, NOTES (:�C GRAM MAS CONSU '�� �' SGALE: AS NOTED A K C H I T F C T U R E t, E N G I N E E K I N G 1 3--1-24 PROGRESS SET - REVIEN 60�TOR�-�FY� � PARTNERSHIP DRAWING NO. FIELD CONDITIONS AND DIMEN5ION5 r - 2 4-I I-24 SITE PLAN SUBMITTAL AND BE RESPONSIBLE FOR FIELD I'. _ r, A ,)�� 208 ROUTE IOq, SUITE 208, FARMINGDALE, NEW YORK 11135 FIT AND QUALITY OF NOM % -I �; .. ; t � LOCATED AT: DRAWN: B.J.A. TEL.: 631-3q3-68O5 FAX: 631-3q3-68O8 No Al LowANGES sHAll BE MADE lire t ��' �' 645 NORTH STREET 3 S-2q-24 A5 PER PLANNING BOARD GOMMENT5 IN BEHALF OF TFE CONTRACTOR .g C2'T�� ` E-MAIL: NGDG ® AOL.GOM FOR ANY ERRORS,OMISSIONS, I N CUTCHOGUE, NEW YORK, 11935 NOR NEGLEGT ON HIS PART. *::. JOB NO: 2256 SP - (O 0 0 ' z � �OILLw I I I Luz wz N/O/F , N/O/F , N/O/F , Q O w WYANDANGH RE CORP. WYANDANGH RE CORP. I WYANDANGH RE CORP. W W w S40013'20"W - -- -- -- -- -- -- -- -- -- -- -- --�-- -- -- -- -- -- -- ----- -- -- -- -- -- -- -- -1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- 492.43' ? - F � 0. N0. O w xF xF�, EXIST. X X lL �p� x F<; UTILITY w O col v'p POLE `L W o F<: io CQ1 a0,2 ICQ AREA OF PROPOSED OPEN I 5PAGE TO REM I AN IN IT'S —� � NATURAL CONDITION � � I 1 1 I I TEMPORARY SILT FENCE I W SEDIMENT BARRIER ALONG i PERIMETER OF CONSTRUCTION AREA (SEE SP--1.1) I Z' 0 p, 1 /TEMPORAR`�\ I RUNOFF ; W ' STRAW BALE O O G(3,NTROL/SEDIMENT w ISEDIMENT CONTROL \\ BASIN x PROTECTION 0 _ O DRYWELLS (TYP) z I a1 p, O (SEE 5P-7.1) O O d I AREA OF PROPOSED OPEN <. 1 0 F _ 5PAGE TO REM I AN IN IT'S �1 1 O E xs �� <, 31p, 0 NATURAL CONDITION xEXIST F O< UTILI �` 0:I �0S1 CONTRACTOR SHALL INSTALL TEMPORARY POLE ORANGE SILT FENGING TO PROTECT NATURAL PROP. GAS a 0 I AREAS AND COORDINATE WITH THE TOWN FOR i i SERVICE LINE INSPECTION PRIOR TO ANY CONSTRUCTION OR 1 I I I GAS-GAS-GAS-GAS S-GA -GAS GAS- ► I 1 I I ' DISTURBANCE ON-SITE (TYP) (SEE 5P-1.1) i i i i " " " " "- " TYPICAL SILT FENGING SHALL BE STAKED OUT ALONG IN51DE OF APPROXIMATE CLEARING I I 1 I LIMIT LINE, ADJUSTMENTS MAY BE MADE DURING 1 , PROP. METER 1 1 VAULT 4 SHUTO F, � I FINE GRADING WORK (TYP) F_ T _ I I I I VALVE I I I I I r--- I 1 1 I I 1 1 I 1 I I 1 I I 1 II I C STRAW BALE SEDIMENT TEMPORARY SILT FENCE t CONTROL PROTECTION SEDIMENT BARRIER ALONG p� 0 0 DRYWELLS (TYP) PERIMETER OF CONSTRUCTION LOCATION OF I ti0 ' {(SEE 5P-1.1) O O AREA (SEE SP-�.I) � 3 l TEST BORING . -- x -- o -> „- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - - - - - - - xEL 1,8 t E APPROX 412.0 LOGATI ON 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 SP-1.1) OF CONSTRUCTION AREA (SEE SP-7.1) (SEE 5P-7.I) EXIST. UTILITY ~ � (SEE SP-1.1) POLE Q Lu GUY WIRE <; w 11,2 EXIST. EDGE X � OF PAVEMENT �1 ��6 ��8 �1p> �18 tu p N O R T H S T R E E T S, N A PROPOSED EROSION PLAN Scale: 1" = 20'-0" CONTROL INSPECTIONS EROSION CONTROL LEGEND GENERAL LEGEND EROSION AND SEDIMENT CONTROL INSPECTIONS: M/////// AREA OF STABILIZED CONSTRUCTION ENTRANCE NORTH ARROW THE APPLICANT SHALL NOTIFY THE TOWN OF SOUTHOLD ENGINEERING x 00.00 EXISTING ELEVATION INSPECTOR AT LEAST 48 HR5. PRIOR TO ANY OF THE FOLLOWING STRAW BALE SEDIMENT CONTROL BARRIER xN.E. 00.00 NEW ELEVATION I145PECTION5 AS REQUIRED BY THE TOWN ENGINEER: TEMPORARY PROTECTIVE CONSTRUCTION FENCE (a) START OF CONSTRUCTION ------- EXISTING METES d BOUNDS (b) INSTALLATION OF SEDIMENT AND EROSION CONTROL MEASURES SILT FENGE/SEDIMENT BARRIER v PROPOSED WATER LINES (c) COMPLETION OF 51TE GLEARING R E " I V E D (d) COMPLETION OF ROUGH GRADING TEMPORARY 5WALE -- - i� (e) COMPLETION OF FINAL GRADING �� �� PROPOSED CATCH BA51N FSIP 2 0 2024 (f) CLOSE OF THE GON5TRUGTION SEASON ®— _ $ DRYWELLS (9) COMPLETION OF FINAL LAN05GAPIN6 5WALE FLOW ARROW L Southold -own— (h) 5UGGE55FUL ESTABLISHMENT OF LANDSCAPING IN PUBLIC AREAS Planning Board � ® 1 PROPOSED DRYWELLS POLLUTION/EROSION CONTROL MEASURES 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 GON5TRUGTION 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 11-735 S.G.T.M.#: 1000-102-5-c{.2 SSUED FOR REVISIONS �` : A '""� PROPOSED MULTIPLE UNIT HOUSING FOR: PROPOSED EROSION CONTROL PLAN, THESE PLANS ARE AN INSTRUMENT of � � Iie �. :,,. SER1/ICE AND ARE THE PROPERTY ✓y �' d y DATE: �{-28-25 ; ;, i EROSION GONTROL LEGEND, CONTROL GRAMMAS CONSULTANTS No. DATE REMARKS No. DATE REMARKS THE AR' 5 `' KOEHLER FAMILY LIMITED INSPECTIONS ` SGALE: A5 NOTED A R C H I T E C T U R E f- E N G I N E E R I N G 1 5-1-24 PROGRESS SET - REVIEW " PARTNERSHIP DRAWING NO. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMEN51ON5 E PLAN SUBMITTAL SITE 11 4- -2 T AND BE RE5PON51BLE FOR FIELD 208 ROUTE IOq, SUITE 208, F,4RMIN6DALE, NEW PORK 11-735 2 FIT AND QUALITY of WORK. � .� LOCATED AT: DRAWN: B.J.A. NO&LOKW25 5HALL BE MADE � �, ?" C� 645 NORTH STREET TEL.: 651-5C13-6805 FAX: 651-5a3-68O8 114 BEHALF OF THE CONTRACTOR J `� �N '' CUTCHOGUE, NEW YORK, 11935 E-MAIL: NGDG AOL.GOM �ANY ON HI5 pA 1 r. ,�m,.R „ , 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 HOVEN HIRE FENCE(MIN.145 6AV6E-/ �- MAX.b'MESH SPAGIN6)PITH FILTER DEFINITION 1O,MAXIMX 1 OVER FABRIC ��Iµ LOTH CONTROL OF DUST RESULTING FROM LAND-D15TURBING ACTIVITIES. 56'MIN.FENCE POSTS DRIVEN MIN.16" SILT FENCE TO 13E \\\ 3 MIN. INTO&ROUND POSTS+ STEEL EITHER' INSTALLED ALONE EXISTING GROUND 50' MIN. EXISTING PURPOSE v OR 'TYP£ T'OR s'HARDWOOD LIMIT OF CLEARING TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DI5TURBED 501L SURFACES THAT II= crrp) STONE PAVEMEN 3' MAY CAUSE OFF-SITE DAMAGE, HEALTH HAZARDS AND TRAFFIC SAFETY PROBLEMS. �- P MAX.b'MESH SPAGIN6)PITH FILTER OVEN WIRE FENCE(MIN.145&AU6E- Tff%7Tr� D 56'MIN.FENCE POSTS S II_11-•1�11� I v � 7 (lIL-ff� 1 va CLOTH OVER OR PREFABRICATED -� b" MIN. CONDITIONS WHERE PRACTIGE APPLIES _ p SILT FENG£,6£OFA5 ENVIROFENGE OR i>•fj-iT�=i�fi-III a tV APPROVED EGUAL ON CONSTRUCTION ROADS ACCESS POINTS AND OTHER DISTURBED AREAS SUBJECT TO DROP vv INLET BURIED FABRIC CLEARED AREA 20 MIN' SURFACE DUST MOVEMENT AND DUST BLOWING WHERE OFF-51TE DAMAGE MAY OCCUR UNDISTURBED FILTER CLOTH FLOW MOUNTABLE BERM-GRADE ENTRANCE IN IF DUST 15 NOT CONTROLLED. WITH WITH GATE SUCH A WAY AS TO PREVENT STORMWATER RUNOFF FROM ENTERING ROADWAY DESIGN CRITERIA FRAME COMPACTED�ILTER Ib• IN CONSTRUCTION OPERATIONS SHOULD BE SCHEDULED TO MINIMIZE THE AMOUNT OF AREA DISTURBED ISOMETRIC VIEW CLOTH MIN.b' INTO _j PROFILE AT ONE TIME. BUFFER AREAS OF VEGETATION SHOULD BE LEFT WHERE PRACTICAL. TEMPORARY 6ROIAV i MEASURES SHOULD BE INSTALLED. NO SPECIFIC DESIGN CRITERIA 15 GIVEN; REFER To CON5TRUGTION �.-- NOTES. SECTION EXISTING 50' MIN 0 z 5PECIFCATION5 BELOW FOR COMMON METHODS OF DUST CONTROL. III1 MIN. I. SILT FENCE ASSEMBLIES SHALL BE PLACED A MIN. OF V FROM THE TOE OF SLOPE, 10' PREFERRED, TO GRDU - CONSTRUCTION SPECIFICATIONS GATHER EXCESS I I I I I PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT O VEGETATIVE COVER - FOR DISTURBED AREAS NOT SUBJECT TO TRAFFIC;VEGETATION PROVIDES THE AT CORNERS AREA. � � MOST PRACTICAL METHOD OF DUST CONTROL. TEMPORARY 5EEDIN6 SHALL BE AS FOLLOW: 2. SILT FENCE GEOTEXTILE MATERIALS SHALL BE EITHER POLY-FILTER X, MIRAFI IOOX, 5TA13LINKA T14ON, OR 1�1 10' A. RYE GRA55 (ANNUAL OR PERENNIAL AT 30 POUNDS PER ACRE (0.7 LB5 / 1,000 5F) -`� FROM THE CURRENT N.Y.S. DEPT. OF TRANSPORTATION APPROVED LIST OF GEOSYNTHETIGS FOR HIGHWAY O CONSTRUCTION. MIN. 10 B. CERTIFIED "AROOSTOOK" WINTER RYE (CEREAL RYE) AT 100 POUNDS PER ACRE (2.5 L55 / 5F) z 3. POSTS MAY BE 2" x 2" (MIN) HARDWOOD OR 2" x 4" (MIN) 5OFTHOOD. POSTS SHALL BE SPACED AT EITHER 4' F- USE WINTER RYE IF 5EEDIN6 IN OCTOBER OR NOVEMBER. FILTER FABRIC DROP INLET DETAIL OR 6.5' AND MAY OR MAY NOT REQUIRE ME5H REINFORCEMENT AS PER THE N.Y.5. DEPT. OF TRANSPORTATION N C. MULCH, INGLUDING GRAVEL MULCH, OFFERS A FAST EFFECTIVE MEANS OF CONTROLLING DUST. APPROVED LI5T OF GE05YNTHETIG5 FOR HIGHWAY CONSTRUCTION. u� N.T.S. 4. AN APPROVED LIST OF SILT FENCE GEOTEXTILE MATERIALS CAN AL50 BE REQUESTED FROM THE TOWN PLAN VIEW O ENGINEERING DEPT. SPRAY ADHESIVES - EXAMPLES OF SPRAY ADHESIVES FOR USE ON MINERAL SOILS ARE SFfOWN IN 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. HATER MATERIAL DILUTION TOZZLE GAPE OF LLONS PER ACRE TYPICAL TEMPORARY S WALE 6. AFTER REMOVAL, THE AREA BENEATH THE SILT FENCE SHALL BE RESTORED TO ITS ORIGINAL STATE. I. STONE 51ZE - USE 2" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT,NO 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 5. TNIGKNE55 - NOT LESS THAN 51X(6) INCHES. RE51N IN WATER 4:1 FINE SPRAY 500 STORAGE AREA WITH WIRE TIES OR STAPLES. 4. WIDTH - TWENTY FIVE (25) FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OCCURS. TWENTY-FOUR FEET IF SINGLE ENTRANCE TO SITE. EXIST. GROUND B.FILTER CLOTH TO BE FASTENED 5ECURELY 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 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 15 WET. TH15 15 ESPECIALLY EFFECTIVE FLATTER SHALE A SHALE 5 C.WHEN TWO (2) SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL 1. 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 C 1' 1' BE OVERLAPPED BY 51X (b) INCHES AND FOLDED. OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL MUST BE REMOVED IMMEDIATELY. FLATTER 8. WHEN WASHING 15 REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHIGH DRAINS INTO AN GROSS SECTIO D `1 APPROVED SEDIMENT TRAPPING DEVICE. THE USE of STONE FOR CONSTRUCTION ROADS IS ALSO EFFEGTIGE FOR DUST CONTROL. N p,MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED q. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. POSITIVE DRAINAGE: 0.5% OR STEEPER DEPENDENT ON TOPOGRAPHY WHEN "BULGES" DEVELOP IN THE SILT FENCE. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A WASH STATION IF EXCE551VE MUD FROM VEHIGLE TIRE5 I5 BARRIERS - A FENCE OR SIMILAR BARRIER CAN CONTROL AIR CURRENTS AT INTERVALS EQUAL TO AAAAAAAAAAA_ TRACKED ONTO R.O.W. FIFTEEN TIMES THE BARRIER HEIGHT. PRESERVE EXISTING WIND BARRIER VEGETATION AS MUCH AS OUTLET AS REOV. �'� -�_ PRACTICAL. SEE ITEM 8 BELOW PLAN VIEW MAINTENANCE GONSTRUGTI ON 5PEG I F I GATI ONS TYPICAL CONSTRUCTION FENCE DETAIL TYPICAL EROSION CONTROL & LANDSCAPING NOTES MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL DI5TURBED AREAS I. ALL TEMPORARY SHALES SHALL HAVE UNINTERUPTED POSITIVE GRADE TO AN N.T.S. ARE STABILIZED. OUTLET. 2. DIVERTED RUNOFF FROM A DISTURBED AREA SHALL BE CONVEYED TO A SPECIFICATIONS AND GUIDELINES CONSTRUCTION FENCE SHALL BE MANUFACTURED OF POLYETHYLENE OR SEDIMENT TRAPPING DEVICE. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NEW YORK STATE GUIDELINES FOR URBAN EROSION AND POLYPROPELENE WITH A NOMINAL RECTANGULAR MESH OPENING OF NO 3. DIVERTED RUNOFF FROM AN UNDISTURBED AREA SHALL OUTLET DIRECTLY INTO SEDIMENT CONTROL MANUAL,LATEST EDITION. GREATER THAN I" x 2". FENCE SHALL BE 48" HIGH AND SUPPLIED IN AN UNDISTURBED STABILIZED AREA AT NON-ER05ION VELOCITY. ROLLS OF AT LEAST 50' IN LENGTH, COLOR SHALL BE "INTERNATIONAL STRAW BALE SEDIMENT CONTROL DETAILS 4. ALL TREES, BRUSH, STIMP5 OBSTRUCTIONS, 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 P05T DRIVEN MINIMUM 24" INTO GROUND N.T.S. FUNCTION OF THE SHALE. RUNOFF AND PREVENT EXCESS EROSION. 53% (3 :1) 5LOPE5 STEEPER THAN(3:1) SHALL BE STABILIZED BY 5. THE SHALE SHALL BE EXCAVATED OR SHAPED TO LINE,GRADE, AND GROSS HYDROSEEDIN(5 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-5LOPE 12" MIN. FENCE POSTS BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW. TOP50IL 2"'Q" NOOK TrPIGAL 5TRAW BALE GONSTRUGTI ON STAKE OR No.5 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(TYP) GUT SLOPE OR L, 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. M NEW EMBANKMENTT 2"x 2"STAKES, 50 THAT IT WILL NOT INTERFERE WITH THE FUNCTIONING OF THE SHALE. LIME AND FERTILIZER 36" MIN. (SLOPE VARIES) -7 2-PERT BALE 8. STABILIZATION SHALL BE AS PER THE FLOW CHANNEL STABILIZATION CHART BELOW: CLEARED AREA UNDISTURBED GRADE ALL AREAS SPECIFIED TO BE SEEDED SHALL RECEIVE LIME AND SPECIFIED AS RECHARGE BASINS SHALL GROUND r , TM�of RECEIVE LIME AND FERTILIZER FERTILIZER AS SPECIFIED BY EROSION CONTROL MANUAL OR AS ORDERED �° IT u STAKED # BU1 lED END A 0 a.OR LEW 5(5 m.-10 a)1O5%-5�% SF�D t STRAW HALM SEED M1LCN BY ENGINEER.2 bJ%-5D% 5�4 STRAW HALM SEED!GONER U51NS REGP • ' •55.1%-bxm SEED•CONER WITH RECP UNEO a/4-0'wP-RAP OR 6EOTEXTILE MULCHING 18MIN. .•" < .,..' .•. .. TO END,BOUND HAY 4 aa%-so% Lnm w/4-0•wP-ww OR 66DTEXTILP EN6iNe DE5516N 24" MIN. 4"EMBEDMENT BALE5 PLACED ON q. 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. SLOPE SEDIMENT CONTROL DETAIL TYPE OF SEED.HYDROSEEDING OR ALTERNATE STABILIZATION ISOMETRIC VIEW EMBEDMENT DETAIL SECTION OF REQUIRED) TYPE "A" NORMAL LAWN 5EEDING IN THE SPRING OR FALL USE A MIXTURE OF 50% OF MERION BLUE 6RA55,65% CREEPING RED FESCUE AND TYPICAL 5TRAW BALE 5% REDTOP AT A RATE OF 5 LB5. 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 50% TALL FESCUE DRAWINGS AND SPECIFICATIONS OR MUNICIPAL AUTHORITIES. 20% 511 P FESCUE 2. THE PRIMARY PURPOSE OF THE CONSTRUCTION FENCE 15 TO CLEARLY DELINEATE A 15% INTERMEDIATE HHEATGRA55 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 THOSE 1 1/2'-2' INTO GROUND AN&LE FIRST STAKE TOWARD € 5A5 REUBENS GANADA BLUEGRASS INTENT ON ENTERING THE CONSTRUCTION SITE. BALES PLACED PREVIOUSLY LAID BALE 2V KENTUGKY BLUE 5 TYPICAL STRAW BALE5% GRASS ALONG CONTOUR , , m INSTALLATION TREE AND SHRUB PLANTING CONSTRUCTION FENCE SHALL BE INSTALLED BY WEAVING FENCE POSTS VERTICALLY THROUGH AT LEAST (MIN) I. ALL TREES AND SHRUBS SHALL BE PLANTED IN CIRCULAR PITS I FOOT CLEAR ON ALL 51DE5 AND BOTTOM THREE (3) MESH OPENIN65 (TOP, MIDDLE AND BOTTOM OF FENCE) AND DRIVING POSTS WITH A 5LB. DRILLING OF ROOT BALL AND BACKFILL WITH A MIXTURE OF 1 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 POST AT THE TOP, BOTTOM AND MIDPOINT WITH 2. ALL PLANT MATERIAL SHALL HAVE VIGOROU5 ROOT GROWTH AND BE FREE FROM ROOT INJURY AND WIRE REBAR TIES. WHERE LENGTHS 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. FENCING SHALL 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 POSTS WITHOUT INORDINATELY DEFLECTING POSTS. PIPE/CATCH BA51N 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 CLEARING LIMITS DRAINAGE INLET AND AROUND EXISTING 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 ENDS TIGHTLY ABUTTING THE ADJACENT BALES. DRAINAGE AREA SHALL BE NO MORE THAN j ACRE PER 100 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. 5. 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 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 BALE-5 SHALL BE RESTORED TO ITS ORIGINAL STATE. RECreVE SEP 2 C 2024 PROPERTY OWNER/APPL I GAUNT: SOUth01d iOwn KOEHLER FAMILY LTD. PARTNERSHIP Planning Board 108 ALLEN BLVD. FARM I NODALE, NEW YORK 11755 5.G.T.M.#: 1000-102-5-Gf.2 1 SSUED FOR REV151 ONS THESE PLAN5 ARE AN IN571HENT of PROPOSED MULTIPLE UNIT HOUSING FOR: DATE: CI-28-25 EROSION AND SEDIMENT GONTROL DETAILS, 5ERVIGE AND ARE THE PROPERTY L.. NO. DATE REMARKS NO. DATE REMARKS WLL BE NGB NTS � �� ` ;,i NOTES GRAMMAS CONSULTANTS H � KOEHLER FAMILY LIMITED ► ,�'.y� SGALE: AS NOTED ARCHITECTURE 4- ENGINEERING 1 3-7-24 PROGRESS SET - REVIEW CONRACTOR91AU`MfYALL Y, , I "I �. PARTNERSHIP DRAWING NO. FIELD CONDITIONS AND DIMENSION5 �`' ;`'; , 2 4-11-24 51 TE PLAN SUBM I TTAL AND BE RESPONSIBLE FOR FIELD `. ,r 208 ROUTE IOq, SUITE 208, FARMINODALE, NEW YORK 11735 FIT AND QUALITY OF HORK + LOCATED AT. DRAWN: B.J.A. No ALLOWANCES SHALL BE MADE �� m TEL.: 631-3a5-6805 FAX: 631-3q3-68O8 IN BEHALF OF THE CONTRACTOR 645 NORTH STREET E-MAIL: NGDG 19 AOL.GOM FOR ANY ERRORS OMI5510N5, •`''• �� CUTCHOGUE, NEW YORK, 11935 0 NOR NEGLECT ON H15 PART. /,�` JOB NO: 2256 sp 701