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HomeMy WebLinkAboutPBA-12/05/2022 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��OF SO(/ P.O. Box 1179 54375 State Route 25 0TyOI Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) O Southold NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD PUBLIC MEETING AGENDA Monday, December 5, 2022 6:00 p.m. Options for public attendance: ♦ In person: Location: Southold Town Hall, 53095 NYS Route 25, Southold. or ♦ To join via computer: Click Here or Online at the website zoom.us Click "Join a Meeting" Meeting ID: 846 8426 7539 Password: 762640 ♦ Join by telephone: Call 1 (646) 558-8656 Enter Meeting ID and password when prompted (same as above) Southold Town Planning Board Public Meeting — December 5, 2022 — Page 2 SETTING .OF THE NEXT PLANNING BOARD MEETING . Board to set Monday, January 9, 2023 at 6:00 p.m. at the Southold Town Hall, Main Road, Southold, as the time and place for the next regular Planning Board Meeting. SITE PLAN APPLICATIONS SET HEARING: Greenport Medical Offices &Apartments —This Site Plan application is for the proposed construction of four (4) 10,900 sq. ft. campus-style office buildings with three (3) medical office units on the first floor and ten (10) workforce apartments on the second floor of each, with 120 parking stalls on 4.7 aces in the RO and R-40 Zoning District. The property is located at 160 NYS Route 25, Greenport. SCTM#1000-34-2-1. The subjects of this hearing include the site plan application, and a Draft Conditioned Negative Declaration which contains mitigation of potential impacts from this proposed site plan. The proposed mitigation includes, in part, the removal of one of the buildings, reduction in the size of the parking lot, an increase in the buffer size, and the relocation and reduction in length of the easterly driveway. SUBDIVISIONS CONDITIONAL SKETCH PLAT APPROVAL EXTENSION: Tuthill Conservation Subdivision —This proposal is for an 80/60 Conservation Subdivision of four parcels (total area=112 acres) into 17 residential lots, with 94 acres to be preserved. The properties are located on Main Road in Orient in the R-80 and R-200 Zoning Districts. SCTM#'s 1000-17-4-16, 1000-17-6-14.2, 1000-18-3-30.3 and 1000-18-6- 17.3 STATE ENVIRONMENTAL QUALITY REVIEW ACT -Adopt Findings.Statement The Orchards Standard Subdivision —This proposal is for a Clustered Standard Subdivision to subdivide a 13.3-acre parcel into five lots where Lot 1 = 9.33 acres including a 1.35 acre building envelope and 7.98 acres of preserved Open Space, Lot 2 = 0.99 acres, Lot 3 = 1.14 acres, Lot 4 = 0.92 and Lot 5 = 0.92 acres in the R-80 Zoning District. The property is located at 2595 Orchard Street, on the northeast side of Orchard Street, approximately 17' northwest of Platt Road, in Orient. SCTM#1000-27-1-3 TABLED EXTENSION OF TIME TO RENDER A FINAL PLAT DETERMINATION: Harold R. Reeve &Sons, Inc. —This proposal is for a Standard Subdivision of a 5.1-acre split- zoned parcel into 4 lots where Lots 1-3 equal 1 acre each in the R-40 Zoning District and Lot 4 equals 1.9 acres located in the LB Zoning District. The property is located at 1605 Wickham Avenue, on the n/s/o County Road 48, approximately 190' w/o Wickham Avenue, in Mattituck. SCTM#1000-140-1-6 Southold Town Planning Board Public Meeting — December 5, 2022 — Page 3 PUBLIC HEARING 6:01 pm Key Capture Battery Energy Storage Site Plan —This site plan is for the construction of a 60MW Lithium-Ion Battery Energy Storage System and a new LIPA substation. The battery storage facility is comprised of 272 battery energy storage container units, 34 power conversion system units, a 1,000 sq. ft. point of interconnection building. The LIPA substation will require a 2.54-acre parcel to be created for LIPA ownership, and will contain a 392 sq. ft. LIPA substation building, lightning masts and ±13 utility poles connecting to CR 48 by way of an access easement over Town of Southold land. The parcel is ±27 acres in the Light Industrial Zoning District. The property is located at 10750 Oregon Road, Cutchogue. SCTM#1000-83-3-6.1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex a S®(/ P.O. Box 1179 54375 State Route 25 ®� r°®� Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-193 www.southoldtownny.gov G PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 6, 2022 Mr. Reginald Tuthill Tuthill Oysterponds Holding Company P.O. Box 86 Orient, NY 11957 Re: Extension of Sketch Plan Approval Proposed Tuthill Conservation Subdivision Located at 21505 Route 25 SCTM#1000-17-4-16, 1000-17-6-14.2, 1000-18-3-30.3, and 1000-18-6-17.3 Zoning District: R-80 and R-200 Dear Mr. Tuthill: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, December 5, 2022: WHEREAS, this proposal is for an 80/60 Conservation Subdivision of four parcels SCTM#s1000-17-4-16, 1000-17-6-14.2, 1000-18-3-30.3 and 1000-18-6-17.3 (total area = 112 acres) into 17 residential lots, with 94 acres to be preserved. This project includes the transfer of yield among the four parcels pursuant to §240-42 F of the Southold Town Code. SCTM#1000-17-4-16 (North Dyer) equals 21 acres proposed to be subdivided into 6 lots where the lots range in size from 0.7 - 0.9 acres. This property includes a 0.7-acre private right-of-way and 15.6 acres of preserved open space inclusive of 6 acres of unbuildable lands. SCTM#1000-17-6-14.2 (South Dyer) equals 35.3 acres proposed to be subdivided into 5 lots where the lots range in size from 0.5 - 0.9 acres; property includes a 0.5-acre right-of-way and 28.5 acres of open space inclusive of 15 acres of unbuildable lands. SCTM#1000-18-3-30.3 (North Brown) equals 28.7 acres proposed to be subdivided into 5 lots where the lots range in size from 0.7 - 0.8 acres. This property includes a 1.3-acre Tuthill Conservation Subdivision Pae 12 December 6, 2022 private right-of-way and 23.7 acres of open space inclusive of 2 acres of unbuildable lands. SCTM#1000-18-6-17.3 (South Brown) equals 26.9 acres proposed to be subdivided where Lot 1 equals 0.92 acres. This property includes 25.5 acres of open space inclusive of 0.62 acres of unbuildable lands; and WHEREAS, on July 3, 2014 the agent submitted a Sketch Plan Application and fee in the amount of$500:00 with other required materials for submission pursuant to Article V Sketch Plat Review; and WHEREAS, on December. 2, 2019 the Southold Town Planning Board granted Conditional Sketch Plan Approval upon the maps entitled: • -Sketch Plan North Dyer dated as last revised April 3, 2013, • Sketch Plan South Dyer dated April 1, 2011, • Sketch Plan of North Brown dated October 22, 2013, • Sketch Plan of South Brown dated as last revised April 2, 2013; and WHEREAS, Conditional Sketch Approval, granted by the Planning Board on December 31, 2020, .is set to expire pursuant to Article V. Sketch Plat Review§_240-14. Expiration of the Southold Town Code; and WHERAS the applicant has requested a one-year extension of time to file the Final Plat, citing difficulty in South Dyer title search findings translated into an updated accurate tax map and obtaining agreement with neighbors regarding respective ownership, rights of way and maintenance responsibility over Racketts Court. In addition, they have not been able to obtain the required Final Plat maps; therefore be it RESOLVED, that the Southold Town Planning Board grants an extension of time to file the Final Plat Application from December 5, 2022 to December 31, 2023. The applicant is advised that a public hearing and additional design changes may be required prior to Final Plat Approval. The next step in the subdivision,application process is to file a Final Plat application. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Donald J. Wilcenski Chairman OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®� so U P.O. Box 1179 54375 State Route 25 ®�� ��®� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtowirmy.gov RZ PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 6, 2022 Abigail A. Wickham, Esq. P.O. Box 1424 Mattituck, New York 11952 Re: Timeframe to render a Final Plat Determination Proposed Standard Subdivision for Harold R. Reeve & Sons, Inc. Located on the n/s/o County Road 48, approximately 190' w/o Wickham Avenue, in Mattituck SCTM#1000-140-1-6 Zoning Districts: R-40 & B Dear Ms. Wickham: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, December 5, 2022: WHEREAS, this proposal is for a Standard Subdivision of a 5.1-acre split-zoned parcel into 4 lots where Lots 1-3 equal 1 acre each in the R-40 Zoning District and Lot 4 equals 1.8 acres located in both the R-40 and LB Zoning Districts; and WHEREAS, on August 5, 2019 the Southold Town Planning Board granted Conditional Preliminary Plat Approval upon the map prepared by Howard W. Young, Land Surveyor, entitled "Subdivision Map of Harold R. Reeve and Sons, Inc.", dated January 8, 2015 and last revised May 24, 2019 and approval on the Preliminary Road and Drainage Plans last revised May 24, 2019; and WHEREAS, on February 10, 2020, a Final Plat Public Hearing was held and closed; and WHEREAS, the Southold Planning Board, pursuant to the Southold Town Code, has 62 days to render a Final Plat Determination after the Final Plat Public Hearing is closed unless a mutual agreement is reached; and WHEREAS, due to the COVID-19 Pandemic and Town of Southold State of Emergency in response to the pandemic, the 62-day timeframe expired on April 12, 2020, and H.R. Reeve & Sons, Inc. Page 2 December 6, 2022 WHEREAS, On December 1, 2022 the applicant submitted a request to extend the decision timeframe for another six months, and WHEREAS, Southold Planning Board and the applicant have mutually agreed to extend the timeframe to render a Final Plat determination from December 5, 2022 to June 5, 2023.; therefore be it RESOLVED, that the timeframe to render a decision on the Final Plat is hereby mutually extended from December 5, 2022 to June 5, 2023. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, DonakI4. Wilcenski Chairman OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex QF SU(�J P.O. Box 1179 54375 State Route 25 ®�� ®� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-193 ir www.southoldtownny.gov UNIVI PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 6, 2022 Mr. Philip Denara 25 Monroe Street, Suite 300 Albany, NY 12210 Re: Public Hearing - Key Capture Battery Energy Storage Facility 10750 Oregon Road, Cutchogue SCTM#1000-83.-3-6.1 Dear Mr. Denara: A Public Hearing was held by the Southold Town Planning Board on Monday, December 5, 2022 regarding the above-referenced application. The Public Hearing was adjourned without a date. The Planning Board requires additional time to gather more information about battery energy storage facilities, which are new to Southold Town. If you have any questions regarding the above, please contact this office. Respectfully, -W�ao UJO—Q_ Donald J. Wilcenski Chairman OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �Q� ���, P.O.Box 1179 54375 State Route 25 ®�� ®� Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southol dtownny.gov G PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 6, 2022 Martin Finnegan, Esq. Finnegan Law, P.C. P.O. Box 1452 Mattituck, NY 11952 Re: Classify SEQRA & Set Combined Hearing on Site Plan and The Conditioned Negative Declaration Greenport Medical Offices &Apartments Location: 160 Route 25, -Greenport SCTM# 1000-34.-2-1 Zoning District: RO/ R40 Dear Mr. Finnegan: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, December 5, 2022: WHEREAS, this Site Plan application is for the proposed construction of four (4) campus-style residential office buildings with three (3) medical office units on the first floor and ten (10) workforce housing units on the second floor of each, with 120 parking stalls on 4.7 aces in the RO and R-40 Zoning District; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted action as it does not meet the criteria for a Type I or Type II action; and WHEREAS, the Planning Board, pursuant to SEQRA, has determined that the proposed action described above may have potentially moderate to large adverse impacts on the environment, but the impacts may be adequately mitigated by conditions imposed by the lead agency, without the need for additional environmental studies; and Greenport Medical Offices &Apartments Page 2 December 5, 2022 WHEREAS, the Planning Board is considering a Conditioned Negative Declaration pursuant to SEQRA, and is presenting a draft Conditioned Negative Declaration for public review and comment; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, February 6, 2023 at 6:01 p.m. for a Combined Public Hearing on the site plan entitled Greenport Offices and Residences, prepared by LKMA, dated January, 2022, and last revised March 2, 2022, and the draft Conditioned Negative Declaration. The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Please return the Affidavit of Posting/Mailing, included in the packet, along with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on Friday, February 3, 2023. The sign and the post need to be returned to the Planning Board Office after the public hearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Donald J. Wilcenski Chairman Encls. • Site Plan dated last revised 3/2/2022 (multiple pages) • Conditioned Negative Declaration Traffic Impact Study • Mitigation Site Plan dated last revised October 26, 2022 ` ! U DRAWING IND�APPLICANT INFORMATION: - ! ; } Drawing prawing T1tle Numbe Tr _— APPLICANT NAME:.._.,160 ROUTE 25 LLC �_ _ A tFIRST fA(3pF PLAN _ ADDRESS:. _..... .. BOX 1086 � —___.. CITY _.. . __ WESTHAMPTON 8EACH AJ EGJkL z R P Jl _. STATE _... .....NEW YORK ZIP CODE:. .._....11978 y ?-- 1---1 944 — -- ^- Al F FVA nN A4 CtEVA UQ_4 KMI IKE`6 MAP PLAN Ctxl�tinr C'OND'-Da PLAN _—_-- _--� SITE INFORMATION: �fEROS-ION C DtJT ROL PAr SUFFOLK COUNTY, NEW YORK . M L k RFMO S PsAN TOWNSHIP.,_._.... SOUTHOLD C' aPOPnSED S'TE PLAN __- -_ HAMLET.._. _.. GREENPORT WEST -- URA;NAF P':AN FIRE DISTRICT_... GREENPORT - -- S,C T M NO 1000-034 00-02 00-001.000 CF U 1II IT° PLAN AREA OF SITE..., 204,701 S.F.(4.70 AC) PROT'U 7 IUHTING, PIAN CURRENT USE.... VACANT CY I ANPSCA(°E "'VAN. PROPOSED USE... 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'�..t 7'fi-j$1%,:: �• ;„'t GREENPDRT MEDICAL OFFICES AND Distance e< .:_ zw: from Site Location i r: •.::: RESIDENCES r .t .. ._ ”<1YEN.A A IAtS E...-e'.-'"i;.• .r'^_ s i! -�, �-. ., segSEprrAAftE\ � t 300ft p < ` sry\fc! 1 �.a ` -- 1.00f1tJt1 1. ??•.p;;a ,:.lEU<Nb19RLS t v ci eA PLAN H 3 ® y =z�DeNNY Y}� KEY MAP y/ t tJ� S5R i '�✓ hj�c.Na P.C. 5Y L_K.MCLEAN ASSOCIATES, �y E Far- CUrI:UC U1s i v': :..,4 s:a�_-`. __.._-.0 _ ?�� ^�; ur.'°'^", \_ -}"`Y Fi:, '• ': t�, "STtff0lk County,l%Cojsi _:%~•" ..•.>"^xsx 'ti t�''�} - ��L+.. �^y"'� „lGi`i:` +s;:.'�� _yl �"'t�:T^'" � �";.s.Y .�.'qs 1l, a+gMa Eh: IAF/Cf0 AS NOTED m EL .. _ „.. .. ._. ....._._. 'Y• ".- _ .t O ......�._M •A .Y. f_:�.:� ;:r, ;x. a^.^a,�_— Nr20221 .�. ca.'j._p ! 6 =.� : Myr,,'g.s JANUARY 2022 K M ROD 21030.000 ek v> NORTH READ (E,R ,25) ----------------- --_-_ -_ ' 4 98 74' ` a, -h`--6-1_-L7'09­ E - ----__ _ s .�._. - ---------- tea. 41 - � --------------- j/i '" ///•/•'�'�b �- 11�' '' °^ jc' ' IK. "` C7 F LAURIE NIF COLLIGAN 8 q i; �j i,•;l%'Q r' I T - "'• j THOMAS J.COLLIGAN in o ... y k ':Vii'�,����'•���`'!�:�/• �i ... ",,, d. i '.. "~_ "- � _. ,-, ';MIS, ,!r ;•/Q" ',- - �} Q 11 1I I' 4/Q..,m \Q Q vDDDs Q -I- ,� / _ - © -�� ^ �!•l,,.. .,,, ,,, F� .. !�i 'III 1 '1'1 I 1: . ©\\\ d. Q�/ ;�' _ 'ray M WOODS i'," II,•.'^,' :51-'!� fS _ - ______-_ -------w - T QC3r Q i :: --�•._;,I; --'c _- ----- — -- LL.I 1' .:4}1i�l i.111'I.•`, : 1 •Q Q - ---------- "o- , _'Q''•• i" 1i, r.a,l' GERALD 1'.I'L71.1111 N£ILL IQ• TRACEY H ONEILL / Q' I d ,l 1'. o' d Q 1 - - _ ."a -_ - ------------------------- -- ------- ------- ---- ('�, ____________ __ " sv, - JOSEPH F.aNGEVlNE, W� d :L� Gil - �3` t Q Q. O PATRICIA D.URBAN B ... I .„, '1^' __ ': •^_ 1' h/l '^' d'` DAVID N.ANGEVWE w VODDS Q iQ v ' " tea. �' �"----=----- -�------------•-�` ' "'• P w _ 'S ___ ______ _ __ .w y-. __ Q _ -- --- -- ----- ---- w ., _- - m- - o - _ -- --- „ Q _ -- c9 d------- Q o`- _ rr I !� , Q Qr � F'�w•1. Qtr••�-}_T'.. •,\�yr�... ^ ... hJ-'w N• - ..__-AMANDA C G£RDTS, KATHLE£N`GERDS - -- - _ _ -- dr Qr, ... ice}.. QF ""',)T N/F __— S 62"20'39" W w 352,65' l;,%' mn JOAN P.KART 8 „ WILLIAM J.KART 1 it S',62 20'39" W �4 �� n 194,18' ' N/F N!F ' r 1 11 '' NW, 1 N/F I Qw I I _ SUE ANN KRElLlNG 6ABRIEL ACRI I I j; 1 N,F- e, I BR!OITT£AMIRI 1 gUDREY ELAINE WHITE w ' N/F I KATHERINE IRENE ACR! �p L`` :CHARLES(C SANDERS`'', ` ➢AVIDH ENDEL SOHN ST NLEY ZUREK JR. I e EDMUND H WHITE I', �� R 1 (,:ag I IC).x torte: 'i ZiQ i.r'1a: •e2 1 :.n'1) LC'<: N II MAP OF DIAGRAP!OF SIXTY LOT$OF LAND FILED OCTOBER 23,18731 , IN THE SUFFOLK COUNTY C}}ERK'S OFFICE AS MAP'NO.337 '1 1 TOPOGRAPHIC SURVEY a o OF PROPERTY,,�„ , I` ON " SITUATE AT M.,c„•,oa.,r,>ER.,nE<oo.vwre,n,r„v„v� i ''t 1 - 1:1 GREENPORT ODDS TOWN OF SOUTHOLD Z SUFFOLK COUNTY,NEW YORK RECEIVED AREA=204,701............................i.•ten a ma�x�e nan„ � a.ten. �0 lou - ----------------- & b — v ---�---------�rR„x:•,,. ?-� `-----------_ - _ - .. �„ m ra ,wr,vrs,oww,„o,rf,,,.vq 4+..^ wre to DLscaFnoa , w S 60°30'49" W w A^PRP.ar '6j REVISIONS , o hvra,r..ro„.ar o .,r.,v anon,.rr a uvwr-eaamvmnma.av„ov,wsswx,uvr.ovummw.mvr N o „a.r<voa.or a ��”ram.�ra. .,,�. a�a„rr�µ.�u..,�„.„a ----•- 79,97' .^. .w "d TOWN OF SOUTHOLD E 9 ` KNAPP PLACE SUFFOLK COUNTY, 1 A .. ,r a 11 GREENPORT MEDICAL OFFICES AND m RESIDENCES " EXISTING CONDITIONS PLAN `` L.K.MEA cLN ASSOCIIATES,mP.C. �.am �, ' cdm:m yr MF/CFD AS NDTED Lar :m- v®�pv:e 6 x. oma' s - /;p, pd> pm�e:. MF MARCH 2022 !� RGD x•21038.000 l' PRJPDEID PR—ED Sai FEB BE— N- 61_,'�5'09- E F`EDGoN,,BUGftBN Nf7RTH R17AI)-,- 49a74' -1-----------------------------4B VI ��z5ik- -A— N—A- 1 it tK PROPOSED BLDG.#2 PROPOSED BLDG.#3 IST FLOOR 4,847 SF 1ST FLOOR 4,847 SF ------j in MEDICAL OFFICES MEDICAL OFFICES 't 2ND FLOOR 2N0 FLOOR 1 in 5 HOUSING UNITS 13ETWEEN 5 HOUSING UNIT BETWEEN 451-60D SF 451-600 SF 5 HOUSING UNITS 5H USING UNITS LESS THEN 45�o SF LESS THEN 450 SF r. (F.F.E.=18.0 (F.F.E.=lg.o,) ra, Ilii III III(J ' % ROOF OVERHANG ROOF OVERHANG ,/M 11j1111{II {!{111 _• - - -�' A --------------- 'o- 161W I r,�'j PROPOSED BLDG.#1 1STFLOOR4,817 SF MEDICAL OFFICES 2NO FLOOIRC 5 HOUSIN ———————- ENU ]——7------:.---Z- BETWE NITS PROPOSED BLDG.#4 —————— 451-600 sr ————-- IST FLOOR 4.847 SF MEDICAL OFFICES 0 F Jul 5 HOUSING UNITS LESS THEN 450 SF V- k.- 2ND LODR (F.F.E.=17.0') HOUSING UNITS BETWEEN 4 1-600 SF 5 NITS \I LESSOUSE"N"44.71' (F.F.E.=20.0*) j PROPoA -?. O� GEN" iz S 62*20'39" W62 0'35�f' k/ V� 194,18' it Ix t II LEGEND Tx�&=,Y— --—PROPERTY LINE 11.0—MBIING CONTOUR 1 .0 I PBO—D SILT FENCE 4 Y. (U—OF OUXIBIG) C PROP-ED—CTON 4" BE G, PRG—ED CONCRETE CURBBEDDING DE— = I,—VIEW % PROPOSED 15'HDPE DMWE PIPE PROP.E-HOPE B001 E..PIPE 1B-pOEEG 100 LEACHINGG PROPOSED 10's DWWE LEACHING POOL 10 M.. BE loam v tK cans ua UGK POLEI 1 M ` 1 it _ r•n®exaamouw =T== UFuBY POLE uTaUTV UGI,PoLE: T o Tm,FIC SIGNAL POLE z MANHOLE VALVE STRAW BALE DME DEFAII.S FE1sPOBARYGONGTRUOFIGNENFiUNCE ro FENCE —=:=E Ia CONIFEROUS Sj MM—M--=1 BE xDe 1 0 .WE MAN OLE REV.UDUN INLET ROUND DUN INLET 3 0 PKC5 ME7D BE HYDRAW v v WATER VALVE 9w wmw-%r 0-- MAR 0'0 2[)U� BE 1.lgjg_ W�m METER ,I'T a, TELEPHONE�LE S 603049" W C) DEODUOUS TREE KNAPP PLACE m -7-9-97- 1 m > L= L/2/32 7 0=) q-c:) =50COYYINIS{ROY RK Cf0 DATE BY DBcm"OM MPROV.BT CONCRETE WASHOUT DETAIL REVISIONS TOWN OF SOUTHOLD SITE PLAN ., NE�OL 4. Ift COU ICIF —d. 11,rl.929 R=MEDICAL OFFICES AND N.Y�.D RESIDENCES EROSION CONTROL PLAN cml.lmae Day yr rAe MF/CFD AS NOTED N. m, MF JANUARY 2022 ('2 6i pPaea RGD x>21038.000 N17R TH R64U� EGE D: R.F�UNE IV---61-*55'G9- E 98,741 --ED- pi: a. 4 ..%.i ----- ---------- -H� PA.-Ra GRADING u.RS jrc� E)OSTRIa acciDucus IREES To BE Rw� Ey-,N(I LiSROREEN TREES TO BE REMG� v x.- X.0 4-,� DEFIRA OF EX(-ARON DEPTH OF FU t -(RD x�-- x x E' Xz-'7, x X 045 tK • 'Ri A z 6T,ITY POLE OFUTY LIGIV,FO�E �X- c FR�SIG�Pou x jr SM--IouE I- X� sIDN x- 'N., ��: - e, - co'!EERo s TFE DUNACE mHOI.E / C7RECTAN m DRAIN IN�. X- x x Iib v -/k ROO. DRMN w�- IF) FRE�RANT W"',x L NATER VIMF x- 11`y I , -- I-,� A. I., . WATER.0EP zr x x I I IT, r--GNE MANHOil A,/j+-,f f-t I- I C? DED.-wim x- -'N x x- I x x x x- x- 4,! Ixt,vJ �';'I I , 4 "I, " - , , , . !x-1 x x -I 1.0 x x- x- Ix". aw! x., F �V, 11. x Cu x\ -7-73-; 24 x x x- N- x-1:1, V, N- x i, x1-1 rrl x x v-If 11111H.4, N� I x- -1 % ... ......... v x �J:ib V. \\ x x- t x-� x x x- x x x.ex x I I ... ... .... K A xA, I R., x 41, x I x- x \x, a z x x cx �x ------------ A x It 62'20'39- W 194.18' BE o S 2 % PE16)LTiQK.VXJUi 1. R4E CONFRA-104 5-PERFORM P--M"AIS'l-"D RDARD MOPE AS SHOWN 11C Ok"INDS 011CRIBED IN TIDE NOTES AND REASONQ,-Y NFERRM NECESSARf TO COMPLETE 1HE SCOPE OF*ORd, 2. IT IS lM REE�NSOLRY 10 FHORCcID,iY RISPECT TBL eff.IN.1M ACM,,, AND FLILI-SCOPE 01 DEM.1-M.-BK AND BW�g REOCIR-M pmCN-Io BID. 3. W CONT-POR$I�t IN5FECT X,L to,� NO SU-Oz 70 R�N'NO PR"oF RIASDN�-AND ADEQUATE PROTECTION �'yt t FFOV nEM IFION IVORY. A. POOR TO REMOVAL--�. CTOR IS To 10I,.W.Ev�mATER�S.-IND CONDUIT,ETC. wm.oms REWMND SHALL BE.ADo REW TO T-ic ENGINEER. 5. THE CONTRIICTOk SHAIL FR-DE DUST PROTECTION AT POINTS OF UNOMION,-EXISTINC AREAS TO REMAIN. 1 '7 ,1 1 of" 'I. B. UPON COMPLETION OF THE DENOUPON BOW.THE IONTRXPOPb-INSURE TfAI 91.ME.BE,�C�M. 7. PRIOR 70 C0mWNCEIM.ENT,17�E KRI,,Pit CON-FOR S�SECURE AL RODO-Z PtmEM APPRCN�,RC.fRQ. AL RESPECTIVE 0CPARWENTE,AGENCIES,COMMISSIONS,EIC.KA,tNG JURMIC7,0N AND VWU SQBAiFF ONE(1)APPMvEo Z w COPY or SUCH TO�.E ENGINEER. K INE M-PUR SNAIL NFLOY MEANS AND METHODS THAT MINIM17F"RA11ON.NOS OUST,Poa­.ANU ODI Ois9. THE CONTRACTOR S:ALL PRORECT AND BE RESPONSRI�FOR SPACES M ASSEMBcES ZIM:EN,TO THE-or OPERATION UNO R FIBS CONTRACT. TUR6,NcES -E UNDER PROMMY ROSTORM,REPLACED.OR RM ANY DAMAGE OR DiSPORBAS'E RESWIND FROM"K OCHE 6 COURBACT�L BE 'RED A NO"FRA COSI OF DIE OWNER F�UQVED M A�DEBRIS AND ADDITIONAL MATERIA;SHALL BE REMO--V�FROM-SITE AND DSrDSED OF PKPI,RLY 'A 11. PROTECT,RE Au�MISCUI.ANEOUS PIPES,CONDORS AND APFURFE-CES QUIP EO THRCOI�OW-.INE AREA OFINOR� 'r I CONTRACFoR-s-"E-L BE V�O)RFS`OND�IF�1�ME DIAAN�P�To TH:S EQUIPMENT vim"CONSTRUCTION. 660J 49" V DO. Au. KNAPP PLA i 0 TO RMICRE DAMAGED SYSTEMS OURNG CONDUCTION SHALL BE NE CONTRACTORS RESPOMmmuTy AT No CE COST 70 T,-,E CANER. 79-9�7' L�-M TOS M- W:E DY OESCRIF- REIASiONS 501-PLAN TOWN OF SOUTR-OLD SC&r.-I'-2W It 4f. Elk GREENPORT MEDICAL OFFICES AND Cut/Fill Summary ..........RESIDENCES._ Nave Cut Factor Fill Factor 2d Area cut F�i I Net ---- DEMOLITION & REMOVALS PLAN EG VS. EG STRIPPED 4 1.000 1.000 223559 07 Sq. Ft: 2732.39 Cud. 0.0C Cu. Yd. 2732 39 .YYd <Cut> SG VS EG S'rR--PPED 4- 1.000 1.000 143409'34 Sq. rt 3211.71 Cu. Yd. 3322.60 Cu. �d. 110.i9 Cu. Fill> Cu. !Z K�LcVAN I�AMS DRAINAGE 1.000 1.000 502.00 Yd. 0.00 Cu. Yd. 502.00 Cu' Yd'<Cut'> 4�n _ -1 MF/CFD 1;Gw AS NOTED 6 Totals 3,123.5 Cu. Yd.<Cut> MAN MrJANUARY 2022 C3 A—W. HGD re.rw 27038.000 ..... N 61'55'09" E ON NDR TH R',7A D 4 98,74' ..... M-SM CONLRUE SIDEWU -------------- FROA07, UNC PROlStI))'HEEL 1W IRC,G5ED SIG, PS-FSS:-MiSS 11h+, T MJNVC V a • ppom�sANY, —Hou pl—Sm IW IJAIING CAICH MIN C:i 0 MCF05FI)GATCH IMS'. W!rm LIGHT ME PIRSIOSM� TRANSFCRNEA I`G.E A L.N..LIGHT POLIF 1 .1 SI."AL� IA SA�HIARY--E CAS mll ` —116`0�' RifAlk40 SIGN sl� COWL'Ous Et zz 'was DRAINAa LINNI!Ou FE1-SILAR DUN L9 m m iol r RLLND DUN IT� ME�- IAFTFfl WAI VALVE (y) "-Y' N' i MOM V) R7.: lzr V, gm FR -TO r n -&V 1�X t IV'01. §�. A: ., ..:- . It S 62°20'89" V 1.94,18' .................. -OG 01* R `D-�An, _0 SI- SGCTGN/DESC-fioN i il:ARKS R(S 2, c !-pt L;SE OF -0 Sxx. 7F,-T.Tm- A-,N-(HDROO"AL) -INYDRI AT OR OK-BEDROOM UNITS AT 110-/U.Nll -2.2.'P.' aw w J 'VP,IG61Ft!N.-R-M OmS-S.111.f.CNRPCfCR SkALL N.11 -III-T -2.1u,CHO L1i -.,ZONING CIOMPLIANCE�LAQL 2Imlls""Ell-OFFICE SPI-C Gllp/, ro 1�� m OROL-) J.W lRH,-L NOT SE -C-1-G1 A-1,M OWITLO. GA- miwvum UOT vu 4(k2li! I 20497� -�j4.70 A�, --1 SHALL <.Aft a110:FON 4HNLfY A, T.4'ARE EI IL^RNO 11 RD AN 11� N.- E-- VRX-,N AS RLOORM TO It-- GAAAG�IHAT S-Of: 'S'C04SI- 2C.(-.�O (,.A. mll-t Al 119 ORAL G GAI 1- LAUG-E CV?. •F. N1. ................ n-(41=5 SF) 41"NO.0111: R-5 WIA ..... ?,114 GFG 'DIWIA TO IIl! 11 Ov-A-) GARRI- p OE1-GO N-- .1 SD'A OO'(IOM TOiILj MD/CN Nll-,t-- N.Y-D SAO y- LD---E'D r liFlYI L.R AVD---G IH 1/2 6. FEQUIRLG FOR NE INK-�COWP�Gll ROU PLAR FLOVI I� (11r) )+r- OGLR.OF, J.Ill. 1-t Ll Al-ALL-NG.1-NO.1 X 7�304 CPS s PARKING REQUIREMENr S y O-N. -,�.I'M SNALL 23 P-. Pcert Dr O.-A-­NG.1 SIM.".AND�-GE-1-y Alli-OR VILS-11-1.-1 OR-.-Jill ...-..y EELOrFL BAON RG O.GO`-p11G-D'O" ALLILS. --A ARKiHc PPOs D:MND ................. k 4. VED -,­NN-.M-GAS, DC I.ISISROL-1.1;AIR. .............. D.-I. Vil 9.NATfTiNLS VOR AND 3441AN UC RN FROL'i1:E KNAPP PLACE a',, IG.uN.D1.LG NOt CUROWRILY llC'ON 11:All-OF THE-S-"'A' IN-:S-AS Ir THEY ARE A11M. 3/2/22 PARKING IN Pic-11 4 S,11YINDOTI&T CFU -1c R AS., --0-THAT-IF N I CFO F y -it Ommpm, ISr I= CONST -AND ZOGRLIP�� YT THE OANE£4 APPOWI:�RL—w— 11—OF A, A-11 -11-.1 0.-.-HIS-BE KP?T AT In C=IN AN IE 111 OF---,INF-FIR OR IFIR &G. -1. TOWN OF S THOLD Hf � TY?U OR— ANG 11 11.—I L.K. I ILI, I""YO -TO.. GREFNPORT MEDICAL.OFFICES AND SH-1 Ic 1�. -------------------- OR S.---G`Giii AkG—IN ON AS—AY GN PROPOSED SITE PLAN -S-N-1.AND SE-iSP1. 0' :,R AND THE ALL—'LIS ANG .—G IRDR. ffiA--S—S-0--C-1A—Tr=S,P.C� • I—SAV. 1.THE OF TA M h M D�1- W6FE D SHAii JANUARY L022- C4 RGD NA 21038,000 .1 S-IN AF-A-RAIC DUN Mom M, DIIJUNAGE STRUCTURE NAY D OUEVATm.STRIXTURE TABLE PIPES: ——————— -N-61°55'09" E NORTH RL7A—D- 498,74' o W13 7—/ Mio mlr�PKW"!_ W5 PROPOSED BLDG.#2 PROPOSED BLDG #3 15T FLOOR 4,847 SF 1ST FLOOR 4,8 4 MEDICAL OFFICES MEDICAL orFlc`ESF I Es V17'\ 2ND FLOOR 2N FLOOR L73 5 HOUSING UNIT 5 HOUSING NG UNIT BETWEEN 451-600 SF- 451-600 SF 5 HOUSING UNITS 5 HOUSING UNITS LESS LESS THEN 450 SF THEN 450 sr (F.F.E.=19.o') (F F.E­8.0') 2 ROOF OVERHANGrF.arm, ROOF OVERHANG LP16, If E:,_ A mill F7, V W UPI Cal.k CSIS 12" T 11-12 'L.. 1ST . PROPOSED BLDG. Sl IF 44 UPS MEDICAL I CSS HOUSING I N FLOOR EN 0 ji 5 BETWEEN UNITS _;T 60D SF --———— PROPOSED BLDG.#4 ST FLOOR 4.847 SF LESS UNITS MEDICAL OFFICES IE S THEN o SF 2ND FLOOR (F.F.E.=17.ol) r.4 an- 5 HOUSING UNITS BETWEEN 451-600 SF BITS 5 HOUSING UN LEGEND L 7 4 THEN 45 LESS sr PROPERTY UNE (F.F.E.=20.0') kn C.,aea __c[D__PROPOSED CONTOURCONTOUR-1 IM--EXTSTING CONTOUR UP22 ——PROPOSED GRVING UMTS C,j SOIL..WIG LOCATION P_Sw CONCRETE_11 T_ t PROPOSED 15'NOPE C.—I PIPE x PROPOSED—LEACHING CNICH BASIN T-c PROPOSED 10'*-NAGE LEACHING POOL A! PROPOSED SANffARY MANHOLE r 'g- PRO"OSED SANT—PIPE PROPOSED DOMESTIC_.sa� PROPOSED 6' TER PED 4'FIRE SUPPRESSION SMCI PROPOSED TELEP.NE UNE PR POSED GAS UNE S 6,?*20'39" V 194,18' PR,Gsm U.,,.EEC RIC 5" 352,6 s 62 20'39" w PROPOSED U.G.­CTECMIC Go P_.m LIGHT POLE ­POSED MANS-P.ETI UGHT POLE UT_POI.E M&F_Ell IRBIIYUGHT Pou� 0 TR`­SONAL POLE 0 SAN VMH.I_E A GAS—VE SIGN T" CONIFEROUS MEE ,:R_ DRAINAGE MANHOLE wRECTANGULPR DRAM INLET I­ . FIRE�RANT . WATER IVETER A WATE VALVE o TELEPHONE�LE DECIDUOUS TREE 61 -1 IImltV;i"I (Y) I E 60*_ 9'� P FECEI KNAPP PLACE MED] TEST HOLE SITE PLAN SCALE:­26 AS Em. TOS CN — "All I, REVISIONS L TOWN OF SOUTHOLD Ez .U.T,. GREENPORT MEDICAL OFFICES AND RESIDENCES pT NEW GRADING & DRAINAGE PLAN L_K.McLEAN ASSOCIATES,P.C. MF/CFD AS NOTED JANUARY 2022 C5 N 61°55'OE NO74, TH RL7AD 498, - ------------ —--------- -- --——---------- —————————————————— "I'DS" PROPOSED BLDG,#2 i 1 PROPOSED BLDG.#3 IST FLOOR 4,847 SF 15T EFLOOR 4,847 SF MEDICAL OFF MEDICAL OFFICES 2ND FLOOR 5 HOUSING UNITS":ST.IEH 5 HOUSING UNIT BETWEEN 2ND FLOG 451-600 451-600 sr S 5 HOUSING UNITS HOUSING UNITS LESS THEN 450 SF LESS THEN 45D SF (F.F.E.=19.0') ROOF OVERHANG ROOF OVERHANG --—--———————————— j, IV————————————------ PROPOSED L.4.�11 IST FLOOR 4'. SF L OFFICES MEDICAL 2 No FLUE 5 HOUSING UNITS BETWEEN ,'51-101 SF PROPOSED BLDG.#4 ———— ----------- I I2 DOSING U ITS 1ST FLOOR 4.8147 SF N MEDICAL OFFDES LESS THEN 450 SF 2ND FLOOR (F.F.E.=17.0') 5 HOUSING UNITS BETWEEN 4 1-600 SF C:) HOUSII G U ITS LESS THEN 450 SF (F.F.E-20.0') W) -————————————————————— C n --------------- Al A— II S 62*20'39- W IS 35P,65' 1; NN S 62 J20',39 W 1,94,18, LEGEND PRD'OSED CONCRETE OU. PROPERTY ONE 1. S—O AND BE COO.— IRE-1 2. BE`=(u—BROUNE)ANOTRAI—.—BY II I I 1 - I ' II ' I 1 3.iRAYSFORNEt.CONCPADS BY SIRE WPROPOSED 15'HDPE ORNNNGE PIPE PROPOSED 8-HDPE ROOF DRAINAGE PIPE 4,BEE LIGHTING PUN FOR —R PROPOSED 100 LEACHING CATCH BASIN(CURB) S.WATER YNN-SCMA SNALL DISUIl ALL SpMCE TAPS IFROY WAIFR ICON TO METER VNJLT)Apo I I I 3 I , {..L) ` , 1 , 1 , I uEIEA N EBE. PROPOSED ID'O DRAINAGE LEACHING POOL b.THE C—DR SHML MS-L USER—T,"Z'S,RPZ VA-AND ALL WATFA SERACES ON SITE 1811 1 111 PROPOSED 100 LEACHING CATCH BASIN 7.WATER NIAMUB 54'HP-GRADE FROM THE BUILDING TO B,JE CURB. 8.All.WATER —NS E—BE INSPECTED BY RIE B—. THE COUNTY E — PRopo M SANITARYMANHOLE OF— I �o PROMS SANITARY PIPE —E—QE..NO PHO—ED 2-DOMESTIC ER SERVICE FIRE PRO zz I 1 I ' I ' I _.PRO SED I'FIRE SUPPRESSION NATER SERVICE '�l 11-1--2* PROPOSED 6'—ER MAN .GB MAINAND GB SERVICE UNDS SHALL BE BY M—BRI PROMISED TELEPHONE LINE PROPOSED GAS ONE VALVES SHALL BE ADDE—OE WOH FOR—E (COUNTER—S.)—SHALL BE —D. I--ENO-CTC PROPOSED U.S.ELECTRIC �—M NON-REING STEM.R—ENT_(REQUIRED %II!Wj OR DOUBLE PROPOSED U.S.PRI—ELECTRIC ..I OF THE RUBBER ENDA�- AND SIEY N=."BE AID BODY RINGS.—BEACES.—III—AND PAGINGGANDS SHALL BE F' PROPOSED UGHT POILE OF OR BUSHED FADED WITH BRONZE GTE-VALVES S—BE THE PRODUCEOF —B.—7....1——--B. IRS R OQUI PROPOSED TRANSFORMER ZR MAR 02 20221 1 L'StiJ 13. SAFE­EO SHAL BE EQUIPPED IIIHII CAST IRON AMUSJABLE ROANAY——E BOXES BE SUFFEENT—TO P—A o, L—POLE /4 BIN SJ—IIBH SCREW TYPE EXFBN—PIECES AND I-ER A BOUND OR D- ----—-- NwoNM OF 4 EER I—OVER.1 --————p— nl-�Pa PPE. —14—OF THE METAL OF IIHE BOX A� SHALL BE 3/16 wW.U05 UTI—LIGHT POLE VA- 0.THE TOP S— BE cO.PBEI E- 0 TRAFFIC SIGNAL POLE S 60° E'49' 111 —1—MANHOLE KNAPP PLACE & A a. SIGN Commo s TREE I. DRAINAGE MANHOLE PER Wwm'M FROM TOS A RECTANGULAR DRAN INLET GlE BT ROUND DRAIN INLET REVISIONS iT RRE HYDRANT WAM VALVE SITE PLAN TOWN 01 SOUTHOLD NATER METER scAUE:V­o- NEIN YORK L S OD TELEPHONE MANHOLE GREENPORT MEDICAL OFFICES AND DECIDUOUS TREE RESIDENCES UTILITY PLAN yP�HG 4.0 L-K.McLEAN ASSO MF/CFD AS NOTE II,.w. MF JANUARY!2:.:22j C6 ROD 21038.000 PROPOSED X)ARM LUMINANF, LIGHTING MODEL DSX1-LED-30K-MNGL- 'N'SPA D9 an OFF AS MANU NORTH RL7AY' 1�0 a bo �o-u.GKING OR APPI-R 0 BY N 6:r55'09" '00 98,74� as .00 '.0 PROPOSED e SQUARE S-NGHT gSSA-14--DBL AS t.-RED &UMINU PDX MODB�-. o JTHONA OGHTING A. tA Zx-V 4 aq 2,K M 4�, .6 )D I D'2' D1 D2 PROPOSED BLDG. 2 PROPOSED BLDG.#3 as O # 1ST FLOOR 4,847 SF 1ST FLOOR 4,847 SF E .4� G2 MEDICAL OFFICES MEDICALOFFICES 2ND FLOOR LO SIR 2N FLOOR 5 HOUSING UNIT"BETWEEN .4 5 HOUSING UNITSBETWEENGROUT--------------- 451-600 SF m 451-600 F 5 HOUSING NITS 5 HOUSING UNITS G3 IF LESS THEN 450 SF Id II 1p 4'o 7a I-I it 8.0') (F.F.E.=l -4 1 G1 .1 !� ][� LESS THEN 3/4-X 171 HOT GIPPED �2 GAVV.ANCHOR BOLTS W/ L, ROOF OXERHXAG L-BOND I-OF 4) R�QQF OVE AND P ;3 --W4­W40 4 W��E FABRIC RC REINFONG OR EQUAL OYP-) 0- t T=-\ PROPOSED + 3.00.PSI CONC.BASE 10 02 ON .2 q 0- EACH USK POLE SHA�BE all 1 2 ` +o. 4 INSTALLED W/PULL BOX p A, E. + PROPOSED BLDG.#1 TYPICAL FIXTURE & BASE DETAIL IST FLOOR 4,847 SF N.T.S. Til I ♦ MEDICAL OFFICES Elm + LCoR .1 +��0,�.4 r 2ND + 5 HOUSING UNITS BETWEEN 0 1NG UNI 0 PROPOSED BLDG.#4 p. S - SF M DICAL OFF ES A. 0 0 5 4 1 TS 0 1STFLOOR4.847 SF F LESH5TUHS6NoG45O SF 2ND UOO'RC p. (F. + u + U. I EN r.E.=17.0') p, Rp 1�11 +�4 5 HOUSIN BETWE UNITS ♦ + 8 451 600 SF 5 HOUSING UNITS p N, LESS THEN 450 SF + p. + + E, E2 E3 F9 Al .4 +- n + ucl + Al + 'v 2_ Fw-�.-\ S 62°20'39" W t 62 20'39'" W 1194.18' -N, I II it I ' II I \I � 1 1 \ 1 I � I I 1' �. 1 � 3 \ I \ ' \ ' 1 en A 1 DtM1onla U6Mmg MVOLT H5130KTRM MYOLTw IM1 hausesiae I YTe 6,464 Lam T 6pba 54 }yy� -Id DSX-DP­K7SW DSXI .113- I.--U�111� M_T C., 20,= s4 GO mvf Z.I�IDll�1�0.KZ" t0 �j V- \ ' .., label x y z MH -1 LED P1 3OK72 MVOIT HS T_ Id, 1 -4- 3112. i6 26 0,111d1 B -. 3493460 20 20 LTDPI=s 2 8 1434387 S49335.4 20 20 GO D 2 0-0--MVO- VO 6.457 12,914E 1434260 34 67.9 20 20 D-� P13OK75W =LLTEDP13.- 1 C 1434229 349076.5 14 14 GO 3 ILift-ghli.9 DOld-W.11 6.667 20.M I D 1434306 349386.9 20 20 PS]338130K9 1T 2 D 1434356 -- 2. F 12 11R.- 20 I E -1434305 34910*9 -14 I4- D11 ]436395 349218 14 HS MVOLT ith 32) 981 S E -A "l- 14 14 hl.ld TOTAL: 93,853 F !;1�1412 1 2 10 F , Vl EN3!3!1 i. 10 3 r 1434300 349382.3 30 1 4 F 1434432 34962010 10 9a' s[atistlFs \ II 5 F M.- 349438 10 10 Symbol F 14-73 .-R 10 30 - i Max"1, 1 mi. M../M. mg/mi. Parking 1., 07k 4b k 0.2 2.7 3.5,1 7 F 1434550 349422 10 10 GENERAL NOTE, 8 F MU50 341343.9 10 S349319.71 30 E 10 F .- 349226.8 111 ]0 ii F 1-220 3-94,A ..T,.. 6d�-3674 W L2 I F 1434228 3491174 9.7-L-- PP PLACE -4 3492s1.2 le la REnC_EIVED 2G I i 434162 1 349321.7 i6 36 MAR°C C 2071 G 3450 349474 I6 ib SITE PLAN SCALE:1'-20' ;5722-81 w AS P.CD04ENf5 -C-ON APPRM.BY REVISIONS e. TOWNOF SOUTHOLD SUFFOLK CO."TY. NEW YORK GREENPORT MEDICAL OFFICES AND RESIDENCES PROPOSED LIGHTING PLAN L. M!LLEA o MF/CFO AS NOTED mr I JANUARY WALLZBUILDING MOUNTED LIGHT C7 RGD 21038.00012:o�22 PRESERVE AND PROTECT ----------------------------- NDRT11 RigA.D (S.R ------ Pp�AND FROTEDY LK-G 10'CAN TRUE 09- E N 61 4 98,74' ------------- ----------------- ---- ---- - ------------- ------------------ �------------------ 6. AN. 5 VdBEXImNG e•TRE[ M C-SC 7 GSC ` PRESFAVE M'0 JTHN PRESERVE AND �AikSUNG A PROPOSED IST FLOOR Z84�'S'F P--1 Sc EITSTNO TREYS ALONG IH 4�,Sjf -P MEDICAL OFFICE M.P-LINE 5 HoUS12N FLOOR rf ING UNITS BETWEEN : •`7 ll�` 5 HOUSING UNITS BETWEEN 451-600 S. J 7 HP 451-600 SF I'TREE • 4 GY(O • _j, 5 HOUSING UNITS 2'IR. 5 HOUSING UNITS - LESS THEN 450 SF a. PR6ERVE AND PROTECT 7 HIP t -e UESS.THEN 450 SF 0. PARKING J (F F.E-18.0') YNO 5 HP 7 All I. A G G,KO % a -,P PROPOSED BLDG.#I TU FLOOR 4,847 S, IXImNG MEDICAL OFFICES ------ rte _y- T Y I A 2ND FLOOR GK. r :"T. 5HOUSING UNITS R - --LY4 411�-,INI.l F I N� HOUSING ` mp OUSING UN"ITS AD if'FL7oYR_ZM'SiF LESS THEN 450 SFi. MEDICAL OFFICES (F.F.E.=17.0') 9Am - FLOOR JA,p 5- I - 5 HOUSING UNITS I BETWEEN SC, 0 600 SF Il c--SC c,, --JAG 1 5 HOUSING UNITS u-) LESS THEN 450)SF (F. F.E-20.0 Co A 7 NUN ARM,` 5 10 mp Rt Po OL .6 VF-OT ALL..N.IPEOG ALONG PROPERTY LINE RES- G I- I`—TREES.— N PROFORTY UK s ISE 194.18' P L A N T M A T E R I A L L I S T PR-AND PROTBGOT ALL STINTRUES SYMBOL KEY GUAM. C.-NAME SIZE J,TYPE SPACING ND�� - LINE- SCALE:I' 20' PRCAO-G AOC 3 AGER RUHRUM-BER OCTOBER GLORY RED 2.5--3- AS SHOWN DECIDUOUS 1 1, THE USE OF INTEGRATED PEST EST MANAGEMENT(IPM)STRATEGIES 11 MAP CA,- RAGE TREE I 9 1 5 PMFl ANCH FR AEVIc SEFNICEBERRY 2G'-L25- AS SHOWN DECIDUOmaUS ME REQUIRED SMALL 2 THE APPLICATION OF SYNTHETIC HERBICIDES AND PESTICIDES ON-SIZE ME PRO I&MG. I AD 21 &MANoIER-LCEyIS CUMULUS SEWCEBERRY 2"-2 S' AS I..- NARROW 3. WE USE OF PESI-CIDCS ON AND AROUND SURFACE WATERS DDOID COS .1 TREE 1. PLANT WI SIZE&TYPE FOLLOW THE LATEST +.':' 1` ' (WETLANDS.STORM VA-R CONTROLS.PONDING)IS PROHIBITED. AS SHOWN DECIDUOUS Cc 4 - AMENCAN HORNBEAM 1�2 I' DECO -AMERICAN STANDARD FOR NURSERY-11'-11)AS PUBLISHED BY C, 9 LERQLSANAI AUSA REDBUD 2�2.S* AS SHOWN DECIDUOUS Z. ALL PROMISED PLANTINGS SHALL BE IRRIGATED WITH ' ' APPLICATION OF INTEGRATED POST MANAGEMENT IS CPL TRUE WE AMERICAN NURSERY&LANDSOME MEMATION. I ENCOURAGED. 5 FERVUZEP VAU-BE APPLIED ONLY AFTER IT HAS BEEN CAL SMALL-E MPROVE0 ON MR-ONO SYSTOM,DRIP IRRIGATION SHAH BE USED ATDCTEPNINE TO BE NEC-BY SOIL TEST.AND ONLY IN WE Of 6 WHITE DOGWOOD 2-2.5• AS SHOWN DECIDUOUS ALL PLANTING BEDS AROUND BUILDINGS AND PARKING AREM. SMALLEST AMOUNT NECESSARY. CA'- 3. ALL PROPOSED STREET TREES SHALL BE WIRE FRIENDLY TREES 6. ONLY ORGANIC-BASED NITROGEN FERTILIZER YMH A SMALL T` 0. 3 2.5�'. AS SHOWN DECIDUOUS AND S BE A MIN.5'SETBACK FROM RIGHT OF WAY. ... LOW-NITROGEN NUTRIENT RADIO AND HIGH PERCENTAGE OF SHADE WATER-INSOLUBLE (WIN),TREE I SEE In PLAINS FOR-11 NOTES 11 SITE FEAlUll, S PMOGEl WILL *'::. ::: TO BE USED.THIS RACTICE )ALLOW FOR SUDIN RELEASE OF E LEAY NITROGEN.DRIYEN ONLY BY BIOLOGICAL-1.TYFICAU�Y IN SOIL P. 25 PINUS EASTERN WHITE PINE V-8 7'O.C. IXER. ON MATERIALS AND SURFACES NOT RANTED. &B TREE 5. AN ORGANIC MATTER SOIL AMENDMENT I.E.( COMPORTED TEMPERATURES ABOVE 55 F.AND WILL PREVENT NITROGEN LEACHING. S-1. 7'O.C. EVERGREEN MOO)W11.1.BE INCORPORATED INTO THE TOPSOIL AT A RATIO OF ONE 7. A MAXIMUM OF 1 UB OF NMRDGEN PER 1 000 SQUARE FEET IN E�D AR TREE AMY ORGANIC MATTER TO TWO PARTS NATIVE TOPSOIL.70 INCREASE In 0 14 ILEx-a�SG6 AMERICAN HOUL, ITS WATER-HOMING CAPACITY. ONE APPLICATION WITH CUM-TIVE APPLICATION OF NO MORE tel' 22 NORWERIN WN CEDAR V-8% 7'D.C. (y) AiHMNY 2 1.000 SQUARE FEET PER YEAR IS PERMITTED. LOS PER (ARBORVDAE) C...'EIR EVERGREEN 6. COMSE MULCH I AT A MINIMUM DQFW OF 3'IS REQUIRED ON ALL -GE PLANTED MATER.1- THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS B-S,#5 7'DO. TAU- RED UNLESS ESTARLSH-NG A NEW LAWN OR SOIL TEST SHOWS ELAS Jv 30 "jEERQj-Vft G[IJIAN EASTERN RED CEGAR C 7, ALL EES AND LANDSCAPING ME REQUIRED TO BE MAINTAINED WAT WE LAWN DOM NOT HAVE ENOUGH PHOSPHORUS.FERRUZEN ONT... HBGv Pm HBGGE BY WE PROPERTY OWNER AS SHOWN ON WE APPROVED SITE PLAN. LA90-S HAVE THREE BOLD NUMBERS.WE NUMBER IN WE MIDDLE IS MIND 198 MIA BLACK CHOKEDERRY #3 3'O.C. MU SHOULD A TREE DIE DR OMFMIIISE BE DESTROYED,I MUST BE WE PERCENTAGE OF PHOSPHORUS IN WE PRODUCT,E.G.22 CONTAINER SHRUB REPLACED WITH THE SAME SPECIES AND SIZE AS SHOWN ON WE USE OF PRODUCTS WITH 0.67 IN THE MIDDLE OR LOWER IS NOT cac 1$5 LLEBM-A�- GinEEN CANDLES RovaylNG APPROYED SITE PILAN WTRAIN 6 MONUIS.ANY CHANGE IN TREE OR ------- BRESTRICTED.PRODUCTS WITH A NUMBER HIGHER THAN 0.67 MAY ONLY LIM. IS LAND C&PNG SPECIES MUST BE APPRIACD IN WRITING BY WE ------ E USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL'REST NGICAJEI IT IS NECESSARY. I FNS.ET CONTAINER SHRUB P�NING BOARD. 'E AMON'S BEARD '3 O.C. FLOWERING ID HIP 210 luam=I B. ANY TREE NOT SHOW WITH SHRUBS LOCATED MOUND WE BASE INH CONTAINER GROUNDCDYER OF RIE TREE�BE PLANTED WITH A 5'RADIUS MU-NO BED 92 ffLL-MSQjSiCA_LPRjWL -GINIA SWEETSPINE J3 D.C. FLOWERING FROM WE CENTER OF WE IIRLEHENRY' CONTAINER SHRUB ----- 91 RECEIVED LIAR 0 b 2027� DYKo 72 mMgLL&ffUAaIS, KODIAK ORANGE BUSH #5 C. Rom NO S 60 .E HONEYSUCKLE CONTAINER SHRUB IL .1 75 MQRLILLLPENSYLVA A NORTHERN BAYBERRY N5 S,D.C. MUTING KNAPP PLACE UR va. 71 maoullujymauERNTANEI G,O.C.m BLUE UFFNFRUITING I.F MORIN, MRG-GOG CONTAINER SHRUB @Ifto igs 87 1-GLABRA SHI SHAMROCK INKBENRY 1.�2,,I' 31- COMPACT 72�'12l'1'1'2 '-Y ADDRESS TOWN'S COMMENTS OF HT..B&B EVERGREEN BY #3 ON MPROI.BY Chp 25 pqP� -moPA(COUP- C 3'D.C. COMPACT JAPANDS PLO.YEW) 0I E4S`GNEEN REVISIONS - OR-HICKS YEW .0.SY-=tFPWA9%-1 TOWN OF SOUTHOLD T,:Hm 36 MDIIj�i hm-ml= #3 31 D.C. CO.- 'A-Y 01 A-L 1011SUFFOLK COUNTY NEW YORK E i9 'HET7 minon, ffioofim-az CONTAINER EVERGREEN nE 6p&VINIO. WON GREENPORT MEDICAL OFFICES AND 00000 NRR 88 fMH=K-KR0I ElJMLaDB(WS- EMIQU #3 D,D.C. ORNAMENTAL RIBBONS--qRR1'1 om COMAINER GRASS RESIDENCES O0000 Y-fQS GOLDEN SWORD YUCCA #3 31 D.C. ORNAN . MORI KMIo,; LANDSCAPE PLAN CONTAINER GRASS UKE IN EVERSION I A........... 4' EPW TOPSOIL AND SOD SIF I -N.BE.AS L.K McLEAN ASSOCIATES,P.C. (m cUE/RUGRAsS mix SPEC. MULCHED LMYL/CFI AS NOTED PRESERVE AND 11-1 Ell-IG TREES SEE DEMO MON PLAIN FOR ING-U-TREE LOCATIONS AND SIZES WITH INCHES CALIPER JANUARY 2022 CIS \-FwsnxG ER MEASURED AT GRIN -R-TREE RGD a 21038.000 TAPERED CURB B'N6'./IA/10 NO f'N]'TACT£DERERABtE WIIDED MRF �{I'I] SMI 1:12 WARNING SMPNY FOR TME iLUSM.ER.- I I IF'URE �'P FURE - � UE V4W31Y MPNRED IS°fE-STEP ' TRINSTON SURFACE 0'REVEAL OR APPRPRD EQUAL T-) _`�.�•�+^- __ ——— 6 PEAR IJ REDVIREO) v.AND..PIN STDBA'AV( L.T. VIII bII (StE "fi �, wC II- sEC110N Rug 'ItlII+INIIIIII FB-o•E tm.IETCAaE � - - - MPMNT PAVFIkM SECTION A-A RNP 9AMD BE PUCFD E //L���AIL .. '- ' .RUERrosrcn,cs. I � I 'I• I I: I �, PANP N4ffS 4iN TRANLL H.EU B IW"E IDR 10 Sem a= . SEE GE ERAL PUNS FOR TYPE AND LOCARON OF I SEE NOTE 11 RAf SIDEWALK RANRS SECTION ELEVATION - 1.IF THE OISTN-CE EON TAP OF RANp TO BACK EDGE 6• C-IYE 6TA1I l�E LpD:B) F SDEAUt 5 6-0'RE GREATER.RIC SIDPE OH 2 WHEN CONCRETE.INE ENTIRATION RAMP STO 1/4 SHALL BE TENT1/4* EO TO 6 FAUN WARN 2-fB RNGAR,F-USH AT 1xE SDE fUIRS WT BE l:l D. PRODUCE UMFORN SfRS. 3/16•TO 1/1'WIDE CL 1R T DEEP As TO BURIAL N-D TOP RIMx 2.SURFACE TEKIYRE OF PAPP SHALL BE DEEP GROVE, B B ON 3 1'TO UK O CETERA. THY SPALL BE PF ME-tP. THE CAPAIEDUTY TO PROWCE TO THE TBFL'Wt 516E(SS)YpW WPH TOP OF WHEElStOp, AN 1/2'Wm�1/1•DEEP.I•CENTERS TRANEKSEE "i ACCIJ'GBLE TIXNRE SHP31 OED 0 STWSW TO TITHE EGINEER VOCE 0) TM- PRIOR TO INSTALLATION. CONCRETE WHEEL STOP DETAIL J.CONSWUCTON SHML BE IN ACCORDANCE WITH!THE N.T.S. AKUDAN w1n msABIIJTE Aa(ADA). I—TJ I.—Tw�a—.I SIDEWALK CURB RAMP DETAIL (CONCRETE) m To uDRANMOR RYNOS R ND N.T.S. SIItEET/CANNER MAY.SiOPE 2z CURB r1• B.C.1101104 OF NRS) SIDEWALK CURB RAMP N p 1qums JaN ""L P '.P OwJ �tws:mdllmn� ASPSCN .TS PAVEUB+r NF ASSamUIID DSANSION JOINT yM STEN RDAFORCWG/1, p/I�O O (iYPJ NEZED WIRE KENGRADE 60 DTE.)cxNWrti CONCR[RE AS SPCCIFIm DU AS PON —'—'—'—N—• •—'— ' O>PJ RECENT STANDARDS F6i _ � NURffAT 5100(AS SECTION A—A `�J• M No= (BPJ � 1 CCHDRE E SWL PEA NMDUDIC—1 ANO 1GfiE )1, UNDSCAPE ASSOtlAnO- ExPANSION('GI MOOD W"ll GABS ry NIRO BEFORE RCAPWAY PAVWO J ) CONIROL JONT _ 1 All CU 1/]'URUNINOUS E%PANSWN JOINT 20'OC, �eW' WPAPPwG AS SPEC. A f'Pass ALL CUPS. "J TYPE "A" CONCRETE CURB DETAIL a'°"`""SS"EG' TORE UGHTY TRUNN I I I N.T.S. 1 SIIRROVNOwG GRADE I I I I M A. vwTt_ 'w6l GIJQA(TP.) 1 nPJOUva MID-BLOCK CROSSING CURB RAMP A _ TYPICAL DIMENSIONING —.0 SOIL AS GREG. N.T.S. DID O(NIN.)OEPTI _ PLAN r I t I J TEST HOLE 10 VQDFY COVCIRRE RJSOO PS O?B GYS l¢v. V 9�9GRADENWICRWL I Jar .jy[ry/J RWT BNL WFIDFD E ESN 616'./tAf10 ATL —{ TTTroTKjO a^ x RDOT S—WIDTH(Yw S. PRE-40U10ED EPAN90N JOINT WIERUL SHNL BE I•ESK N Y'1CGH. Q V 4.RWTSM NL EDGES x7111 I•RADNS DVPJ a' Q� cW— P6tOJ5 5.CONTROL JOR-SHALL 6E SPICED EV6LY AND SHALL BE f'DEEP. 6.SURFACE TO BE BCHI OR...FREH. I aA-J�$ ApO r(""Ls,°awc TYPICAL TREE PLANTING' TYPICAL 8- HT. WHITE VINYL N.T.S. WSWO TREE 10 BE CONCRETE SIDEWALK DETAIL FENCE ENCLOSURE DETAIL REE RAND PRO FOFn Gd N.T.S. xis (SEC PLANTING PVN faR ORNIs) SHRUU-DUG AS PER DYED CONCRETE CAP R RECENT STANDARDS FOR R151¢DRCRADES NUREERT S—AS SPUTR PUBURNED OY lIS /6 CHAIN NKDIAFA D NES/ 6 00.ALUMINUM 2'OD.TOP, Co.PEIE 61DCK ANERICAN M1R5ERT k CHAIN DNK FABRIC W/ TES(12.O.C.) MID k OOTFON LANDSCAPE ASSOOATION ALL EDGE KNUCKLED ryP RAILS TOP OF ROOT 3'MULCH AS SPEC. NASS TO BE qqq SIGRTLY ABOVE II SVRRCUTAMG TRADE III II 2. I I \ I HML'CONCRETE FOR POST FOUNDAnONS SHNL HAVE PIANTNG SOIL AS SPEC. TI PLMS) .Doo P.S.L.OR wT couPRESIVE srRExcm. ELEVATION 4c r(Nw.)DEP-11 RI f. a GRE NCTfs H. valEs—moi TEST xOt£TO ORR, •3 1, I i]L OMINED 1 wxFFE WIRE 8"ABP/E&TTDY I�W��R r SPOT FACE VAWNRT WNL WITH DYED CONCRflE UP R00T p� SLBGMOE"AIERIAL 1 II T. RIP M B01roN T050x NUE SKNL RE N0.T _ I IIl '.L TAYFED POROUS ROOT BNL YnOM(W" 1•,\ CADGE ATTACHE WITH 12-1/2 CNIIY HW RINGS AT IV WRE SHALL CONFCRu (WELL GNAWED) MMI ASIu oElcrunaN AS41 cuss 3 P VIEW a6aADE 4'0.0. REOURCNENTS ID,FI.—RE FDR P.- PC F HALL BE NO.B GUGENONINON AND AGED oo 1 RETAINING WALL DETAIL SHRUB & EVERGREEN PLANTING 1 VERTICALLY AT I'-2'OC.RAN. '' F-31'x{ v �,4 I� �I 1 IxSFALL GATE AS SPECO.. THE FORCING e ��e N.T.S. N.T.S. • LENIERWIRIGGNT NEDIDREL ON GATE IGVES r�fs•=� og�• r1 3•--I W-D'k WIDER.CURIES RRL REOU—ON GATE eo SECTIO IEavE Io•-G-k HIGHDt SECTIO 3. GAT:XINGE SIUL.BE DESGNED 10 RROME A BDTC6: PLAN NOTES: 11, •I I• FVLL leo DECREE SING. PLAN B. GRE E—BE P 11)WTTM A WUBIF GTE I. CONFO 70 AMI!AIe CUSCE 306 OR '' pWgTB�CI�AS5S3 9LOR 359"N TO A5161 UIGI TATN PADLOCK PND REFERS. J58 SPEGIRCl.TONS .LOAD RAT G FOR AASN10 k HS 20-11 HIGROW 2. LOAD RATING SHALL BE PASHTO k AS IN B'WIDEN 18'DEEP CONTNUOUS CONCRETE CURB 20'a CONCRETE S.FRAME AND COVER AS MANUFACTURED BY WNG ISIANC z0-IS HIGHWAY LOADING MOING AS PRECAST OR APPROVED EOIJN. 24"0 HEAVY DUTY FRAME PRO FOE NODE J•MUSTS GMANRE BA/OF GATE SPECIFIED 24"0 HEAVY DUTY FRAME & COVER FORT. DEPTH MUST BE GREATER BY Y TNN- & OPEN GRATE COVER BOLT TRAVEL N.T.S. Njl °�v:. 1. SIFEI.NENFORGED WflDm WINE FABRIC 8117'/6X18 6' HIGH x 12' WIDE CHAIN LINK FENCE GATE �-�•= '�0 2 NL CONCRErE i0 BE IOOOPSI O 28 WYB WITH VINYL SLATS 3.UFIL LOCATIONS SHOMV ON THEE DRAW.NGS ARE BARED ON COMING T1TUT'REDI AND ARE APPRO— N.T.S. GNLY.B 5 IN CO—COONS.—ONS.—TO VEIM ���Ao>m wo (RADE (HESE LOCATIONS AS WELL AS OTHER U1DR63 TUi WY NOT BESx—ON THE PW-5. FT (aF_ ANT GRADE 1RECN. R,OR PE 0111E E1lGVATON RUT 6 LETT O POST CAP 1.Ax'Y PWTIEN[lD SKALL BE PPDIECTEO AS O+RARE BY ME CHNN UNK FABRIC, BNR VNK FABRIC WPA fEC3. .1—ES OO+Fn APPROVE YEM005. o QED PA M N WR BE M DE RECEIVED CORNEREpp3T (TOP SWAGE GU"f£CORE S EL —NE WY BE ADJU56D IN THE FIflD TO uEET I:nR 0 G YOit ///--- GNUD) D.NEN ,era ®�®®®® +.( O A+ BY CON.-.OR AVDRA GONNCT WITH URIRIES AS OA— DUG AS - / 1.875'O.C. _ BY ,MR.-. EON— ANAR DS FOR ------ --UNE ----- ®���® , I "' (I)WGNE FOR FRUL AOIU6TYENT OF C0.51WG. NU�S BOYPCTMES b VNE POST �° I• ,.,: :' �I .. I S.ADEOG BEARING MLL BE PROWDED USNG CONCRETE OSCAPE ASSOOA110N I 2J75'O.D. I .: —_ .. .I I �n i,. DR.BWO.AND/OR 13 MORTAR W%. ANFAICAN NURSEY k GO Ii (1 5/BT 11 I�;-' -• -�T�� _ ., ;--:� I 1.USE TWO(2)MCH uIxTWN cWE ON NL NER'FpBpxG BANS 1'wbl SAVIYR(TTP.) OD BPKE PAR _. :. - 'T NUSS OIHERIM1SE NOim. TOP OF R00T DOWN SHNL e�`iw uoa r"'im su o�+o.ca Tom- J"WILM M SPEC. `.-.-, .•,n•.._.)i(1'GRAM DURING Rift NOT BF NONE TUN 2' a , 2-0 e.THE COMPACTOR OSHALLS�..OE ADEOGIE GHEER-G AND SHORING _N��~= m...NO Nrn....� :. •:. .,,. ;.10.00 _.. ,-�. E THE SAFETY Of AAE�0 TIE BEWw SCA.IME r...:... ��...,... e.•,' IN CCN R TMC INCH OF FNLNG O 3 YW, lOP OF N00T MA55 AND ' ��„wA®.��- ' `• ', I SLA)MC WTEIAL IN CONfORMMCE WITH ME RECUIPEMER OF �+ ACNE Of 1PVNK i0 BE BOTOY SSNGE !�F/A' S.N.—Ell T9 CODE OF FEDERAL REGUUTONE.PART 1926,SAFETY AND SU.—ABOVL DC WNO I HENTII Rw IATON$NR C01-01RUCIION(OSHA).NO DIRER RROUNOIN.GRACE TENSION WARE I PAYMENT �LL BE WDE FOR 745 OPENIOY P� 506 1 1➢-E POST TE O'-0•W LSA,HINO�BA51N GRAIL FBNR. (FACE _ CHNNY 5 REQUIRED.WN.WILL 1HICKNEA 3'. J 16-. l +i I ^•b• R� t. STEEL REINFORCED ON IfACHNG SECTIOxS WELDED WIRE fAB1AC ` —A—N—Ir�IIL'I�7 N ^�� •^' 6NIY(6A/8. TAMPED POROUS III'';II II•�II roTENRSNION G4 ]'AOIUSFABJIE III'•�I IIrI.III m (IVP.)�IIIIIVII _ 1-/DOLiON. YWE I �fWN A1. RTE• DIG 2'(W'( BUCKLL CONCRETE 2.STEEL RDNFRGINO ON GONE SECON 12-#2 1-#3 TOP, DRNND) DEPTH FOOT W NG AGO,GRADE 5pE RUS RD �IN BGE LIQ} D SPA NG(MI-I LuJ � a� ,c� ) — r EVERGREEN SLOPE PLANTING L N.T.S. SECTION ELEVATION �+DW NONuu AlE D 6' BLACK VINYL COATED CHAIN LINK FENCE DARE B DEscwpnaN APPNw.BY WITH VINYL SLATS """'° 0000 ooao REVISIONS = N.T.S. V---':• �,-•;��,.•:- :,:oN.K.roNc;•pw' TOWN OF SOUTHOLD ` 7 D:• I"-5 n• SUFFOLK COUNTY NEW YORK k PLAN SECTION GREENPORT MEDICAL OFFICES AND RESIDENCES 6' -_ •` __ '' oqy •�EOFNEryy- SITE DETAILS .{ I 2 G:iDN Al5HT0 k T5 TO-N /-,}N' "NO`°w"GE's°Pf-BFAO"1Af0 a�`�I ( '^' L.K.McLEAN ASSOCIATES,P.C. SECTIO EDUAEI.N.41AN0 PRECAST OR APPROVED ,l Ti a TYPICAL PLAN OF DUMPSTER 30" X 48" FLAT CURB INLET DETAIL - r D..I]NAa6F MF/CFD AS NOTED S^wTN ENC HOU "TS y� : MF JANUARY 2022 ' C`10 APHe..e Ty. RGD xo.21018.000 •. 11 •' •� •Y - • •a •� '«' •�' - _ IRRIGATION AREA=75.315 SO FT OR 37X - --------- i PR6EAVE A40 PRbIEm ------ -s PPESFAK/ND PpOIER NOR I N RL7AD (SR .25) - �� -- "• (TOTAL SITE AREA=204,701 SQ.FT.) " // I c•m¢ - EYJSIINO 9•THEE ^- PRESERVE TWO PPOTECf EMMO 10.0.Vt ipF'' PPESET'E MD V IRD, PRESEP+E PROT mo NO FOUR ZONES FOR THREE DAYS OF IRRIGATION WITH ZONES JI LxsnND OT 61-55'09" 20NE 2 %i5 WG •` ) 1H¢ TRFFS @\&GETA'ION J @-• '^' -- -i H" z-�"=f+---�'�----_ k^•• - - - - - - PRE e-AND P 4 ON2THE HTHIRD E DAY.R ONE DAY EACH&ZONES 3 E - -- - 4 _ 98.74 _ :. ..,,-' - _ - - - ____-_ - __--_ -_ _________ ____-------__ ___ -------- _______--__ __-_- ____-:a_____, IRRIGATION ZONES I -� • ` 1 +y- Vn, -•3 '„l !•; ! t , ,` ZONE i (NORTH-WEST LAWN AREA AND STREET TREES) •�! G_ '1r I .C�' >'�. 'CG '�'y _ Pi-E2 g \�/ ___ > •�, \\ �i" r 4• :� -�N``I ]:�T _____ ____ ___I �'��\ T I` -:*�-_ EwmNc c•THEE J Tl.�`-- \ �J =26.615 50.FT. '/a d `•A JX'' `�,� �����_1____ -1 ') � - -- _'__ - __ 1 2oNE s ZDxE+ YtEGOrrE zrsnNCD�� ' 6•7\1^ - _____ �,�„�'>___.,y; ____� J•�__.�'�/' ``_. �>r,71�'7 b',.jR 7 - II a`{ ZONE 2(BUILDING LAWNS FACING PARKING AREA&NORT H - y � � &SOUTH-WEST LAWN r iPEE ^�'V '•)!vt _-__ ____�}` j`"- .vim -�" �'f;'___ .•'�"��`kyr'' ,_)�'3Y .i. f,: I`4'v, �'\ \' F W m`xK, L -J =,6.,06 so.Fr. ) PPESDM1i, C -- ,`y, `P'f'tu �/+ -- Jr:r+.Yflr.-;:r.+t Wit, ;l �- Wr<�I >' 1' j'•T(-�'J'4 ^��` r ZONE 3(DRIP IRRIGATION AT All PLANTING BEDS AROUND '`t ' . `� ,' ,'- •, 1Rn5 .J PARKING AREAS AND AT PROPOSED BLDG.�2 I' + ,`\ PROPOSED BLDG.#3 T'4- nt 1 PRE5Ek2.uD ZaxE J =12,446 SQ.FT, FRONT ENTRY OF BUILDINGS) 'S.. •� 1ST FLOOR 4.847 SF �'��:i�. mac_ i PROTECT ALL �• I +g J __ I Imo. IST FLOOR 4,847 SF �c m 5 MEDICAL OFFICES MEDICAL OFFICES \ 2ND FLOOR ,Ar.! \ y%N r--, d' r✓- DOSmtc e_TREE 2N0 FLOOR SOxE> ,Li_(• ' \ PPOPERtt ONE ZONE 4(NORTH-FAST&BACK LAWNS AND BUFFER '�( `;Y• .� - ZONE3 5 HOUSING UNRS BETWEEN •`�`i NI� J PLANTING BEDS) 451-600 SF ,\' S HOUSING UNITS BETWEEN ` I#pN )1 5 HOUSING UNITS -`, `i 451-600 SF ZONE z I _�1 6� zc E A =20,839 SO.FT. 5 HOUSING UNITS zl`' I -D==�Sr `!�`', •`�X`` LF55 THEN 65°SF `\•,,• LESS THEN 450 SIF ! PftESEIrvE um PPOIECi -.�'i� � F.F.E.=18.0' . � (F.F.E:19.0') . 1y- .�.+. 1 - '- � -- �- �!`>c \\!\ I• - �`��\ _•`•\-` PggrnEonAROSnND •� NOTE: AN IRRIGATION TIMING PLAN WILL BE \ m IMPLEMENTED FOR THE SITE TO BE IRRIGATED IN OVERHANG s'R7¢ - '.. PHASES 50 THAT SECTIONS OF THE SITE ARE TO BE ,i ;` ----- �- •P_; /• ROOF OVERHANG ' �,,,. '�� ( ���'-"'' 1��' dP+'`h't\?vy, :•'�f//_�.� � e� " `•4�\ ISRNOThIRRIGATfO ALL AST THE DAYS AND TIME ENTIRE SITE ,M -- >' / \F, (_ �I )< � v, % /,�` n '- / - 't.�i,."`v, -�• � •y oZc LAWN IRRIGATION LEGEND PROPOSED FU .;Sz 'u 1"' o R-'c R .�•� zoNE J -r("- --_ -- _ AD CIRCLE - t-.' n_ .•••: .' ZaNE z. I„ ' - I Y ,t •,'t`- rl I - IRRIGATION HEAD RI `r==� �� - 1 I-""`J - 1 z • _ 11 �` 1 - PROPOSED HALF CIRCLE ,�.. ''. �. - J \`� \� //.t IGCJ e �.� r�.�_) r�,'/J .'F \ 11 1r'�'• �_> IRRIGATION HEAD ('✓ '�` 5 Slp J I _ FoRu� 1 't ,L PROPOSED QUARTER CIRCLE � •' `�I\ '�`\ / / �� I „•d' _ % -•1 ! Pnor IRRIGATION HEAD .�_ - / R_'. S ! >b' ._• - ] l _ r.• /' -- . PROPOSED ADJUSTABLE. 4 L% CIRCLE IRRIGATION HEAD I'YS'K• __Vii ''•'~• ��.k>f] " - - ^: yr __ - ' - __ __ .--_ _- __ - - (SEE IRRIGATION DETAILS ON THIS SHEET) PROPOSED BLDG.47'SF •"' / _ IST FLOOR 4,8 I '•i \. -�2aNEj 3_'�\ /'tI: __ • _pNE_ iP¢5 n vEGErAnoN \ µ TYICAL 51 OF IRRIGATION H AD QUANTITYMDICAL OFFICSa 2ND FLOOR ET RADIUS ZONE#1 45 R5 HOUSING UNITS IGAHEAD O ZONE(4- 17 451-600 SF PROPOSED•-10 FEET RADIUS 5 HOUSING UNITS rc ^) ��\ �. � I o IS�FLOOR 4,847 SF 's n.+-\�- • IRRIGATION HEAD ZONEp2-222 LESS THEN 450 SF ac'-` / - _ .,,+ !, ^ ``I . \y - _. vKVE Bo% _ \ J� , 6 MEDICAL OFFICES -' 1 0 2N0 FLOOR ZONE@4- 144 (F.F.E.=17.0') ' Jil: 5 HOUSING NITS 1 PROPOSED •-5 FEET RADIUS 3 J.: 1 p IRRIGATION HEAD WITH 180' 1-600 SF ! 5 HOUS ''� NOZZLE(-0.5 GPM) 4­_#2 14 \ � II J LESSTHENG 4501TSF (F.F.E \ :20.0') 1 77 Ul r-- f �t>1•�/��_'' `: r_ {' �•.4.' N IRR[AnON PLAN NOTES- -, OT c _ `�� �n): );X Y`vY�J'\/'n� ' -•"`� __ :_"'�� -�J, .I-''•I `:'t�' _- ��T_ 1. SEE LANDSCAPE PLAN FOR PROPOSED PLANTINGS. M ``�' __ _ '; �•z,":i� -�` '!1 n. ___ �`I >t , . - •"Y,.. mr,, � ,(1 __ __ ,,Y' ,7/•Iv: •-;fes _ +„A`^,^K.�exY'.�> '._�,•L''.__',"_.�.T..A)t';r :> _ •.:% J j _ a:�i:: --2. SEE DRAINAGE&GRADING PLAN FOR PROPOSED GRADES& _ Z�1 'i1'"v - „V�, .ti +:,J,; ' %k.(`.�/ 1, .,L �'..},r za�_E, __ _- _ __ ', '•,!:%;z .;.N!-7 - __ ", y SOIL MORES. w N _ - \', „ •r�, •• 'j_ tc 3. SOIL MOISTURE SENSORS WILL BE USED RY THE IRRIGATION / SYSTEM,TO WATER ONLY WHEN NECESSARY DURING TIMES OF I N +• _ \_\ i_ V/ SOIL Esu�E um vPartn Exm 8'iPEc � + QO i'E�y - `W� � 4. NO THAN 1R E. PP000 GALLONS PER DAY SHALL BE USED ' } ��•` �Y �F' •; FOR IRRIGATION. i. I .u. __-__ - •1 _ •,•• �;.( 5. THE 'ACI LRY WI SYSTEM BETWEEN vJ` THE HOURS 2:DAM&7.00AM E IRRIGATION ., .^ ..r\��T..4✓/�, .. -ti .-� +�_ _ _ - _ _ ___--__ - __- `/;f r,j`:y.ir�iX`,:.y-,�',•-K�T"'G_ .r:r .•`L ..-�;A.Z} I.� - •:.•-f•�"'n.-Y',•, -;n:^- __ __ -_ TrP-=7'..� eF' _- _- v:Ir. .JS'- .':%:?,•-'n .,.. YR•.I,n; ,•'a, <.Y",,•. _, l,., o....,,:' _,•,�.=a-,.. '3i�:r ..�e, _ _ ____ � - �' - PRFSFRJE AMD CHmEOI ItE FMII4G TREES•uONc PROPCRi1'LWE F - � .Y 1 _ -__ -_ __ u �+• •r f -_ _ / a o IRRIGATION PIAN CALCULATIONS: + J 62°20 ,,39 " Lv 5 1 , E� 1. USING HUNTER IRRIGATION NOZZLES MP3000(30'RADIUS AT ZONE♦ +.' 1 a PFOP�ERfYe IW[ S t 62 20 39" W *-.194.10' G40 PMPS1.360'=3.64 GPM,180'=1.82 GPM&90'=086 + ) I 1 PCA `�V \,• 0 1 I 2. USING HUNTER IRRIGATION NOZZLES MPIODO(10'RADIUS)AT lAND 40 PSI,36V=0.8A GPM. 18(T -0.42 GPM&90-0.21 PON aEw.Wc DDDR ED INEEB� .uomNC Au GPH&210'=GAB GPM oPE+nNc ) 82 " I PPDPERIY uNE 3. USING HUNTER IRRIGATION NOZZLES-5-PRO SPRAY FIXED ` v II Cm�O. P DI.SED laz PDX Noo¢B ARC(4'TO 5'RADIUS)AT 40 PSI,180'=0.27 GPM C\.1 - 1 4. ZONE$1 HAS(14)30'RADIUS AT 360'AND(31)30'RADIUS p 8-510 az LAPPA CTUPED BY ! I 1, SCALE:1'-20' AT 180',WITH A TOTAL OF 107.38 GPM. ® RAIx BIRD aH APPROVED ECUAL � - '\ L 5. ZONE@2 HAS(46)10'RADIUS AT 360',(153) 10'RADIUS AT v xuvm+PRo-c W41RD11£1180"I� 1.08 f (4)520 RADIOS AST 1180',TWIR7 A3TO10'RAIUS AT 210-AN TAL OFD 112.35 GPMO TO PPOPOsm-� lz fi. ZONE#3 IS ESTIMATED TO HAVE 90.0 GPM. !ll...YYY"' iROu WATER SEmnCF=- ° _° ---- �Eu I 7. ZONE#4 HAS(9)30'RADIUS AT 360',(8)30'RADIUS AT L f➢D�'I6id7•C 1'38 AND(33)10'RADIUS AT 360',(109) 10'RADIUS AT (1) 10'RADIUS AT 90',AND(1) 10'RADIUS AT 270', PROPOSED 1'0 100 PEI NSP L , Ll.\ WITH A TOTAL OF 121.52 GPM. %% M1 l WRC IN EIECIM_ POLYETHYLENE PIPE PROPOSED t'P _ I CONDOM 0.5 PER NEC CODE T 0 4O 00 PEI - •- PROPOSED DOUBLE CHECK VALVE 0.45 POLYETm RE j .R 1LTD07 m rs p u, 4ANlIfACNRAPPROVED EOJAL \O l 2 DO- I M ' (•r) 1 't xWOOD DO :� TYPICAL DOUBLE CHECK VALVE DETAIL o� 1 NLS M M o z � PRO-C CONTROLLER DETAIL _ N.T.S. NP a ROTATOR '^ DMSN CRADE E / ' CEIVED 3 _S 60°30'49' °• RE__ e�Wd ARccuu LEGEND O Hux gPawPDGmmRosm M -I T Ij` NDDa PRDH-O- KNAPP PLACE T NOIIIEAI41C4PPERPUN AIBOVE !III_lyl-T'_ Ot FlMSIRDDRAOE iWIEN 'E InII--1 Q AawcEMU.xO,sCAPE GRADE III--ii Scx eo Nw 3/3/22 LMY REMOVED PARKING&LOADING AREA IN II- FRONT&SIDE,YARD SETBAOH6 CFD Q UTEMLPPEPERPIAN ,E E '1 r 2/16/22 LNY ADDRESS TOWnS COYVtMS OF 2/'J/22 CRD �1 --ro PG�� D/,IE DY DESLPoPlID4 IPPROV.BY ID uTERALDDINO-AN F 1•P.D s1lsxT Eus 00 r,.m'�inR o r.� Dem rnm a D®s u REVISIONS p TOWN OF SOUTHOLD r ©EHD91hTS5WDAf81 -1�'TFi' In,ERel hE OR E31 wxE N.V. D BRpONwnDECIYaE , E J a EDsmwpOPO40.4N0'Drou"°°svR.EY a APIs zA 2.1 ar ul ueuv S.11.1. COUNTY ICCIDI , GREENPORT MEDICAL OFFICES AND RESIDENCES �$ d IRRIGATION PLAN os POP-UP BODY(PROS•02)WITH SWING ARMSPRAY HEAD W/ MP ROTATOR \ L K.Mc_LEAN ASSOCIATEs,�P.C. '�>y 58PRo.16 xoscvE SPRINKLER aK® ibwer. LMr/cF As NOTEDm �"•"i"A s N.TZ. � N o�� �'a7`rv.=" ..6r LMY •-_ JANUARY 2022 C 1 1 ® APw>•.A Hr. RGD xo.21038.000 LEGEND PROPERTY LINE PROPOSED CONCRETE CURB N 61°55'09" NORTH ROAD 498.74' —PROPOSED 15'HOPE DRMNAGE PIPE —PROPOSED E'MPE ROOF ERA—E PIPE --- ———— PROPOSED I.,mU,mm—C"WIN(CURB) PROPOSED 10-1 DRAINAGE LEACHING POOL -———————————— PROPOSED 10.LEACHING-G moPosm WrAw—ox PROPOSED 6 ITARY PIPE P OSM 2'DO.ESFC WATER SEIMCE PROPOSED 4'PRE SUPPRESSION SERVICE A PROOSED TELEPHONEUNE PPROPOSED G�UNE PROPOSED U.S.ELECTRIC 4,847#2 Z_PpRCppo=m UIL,707"C"T", PROPOSED PROPOSED G.#3 I MEDICAL SF 1ST FLOOR .847 SF —J, ST FLOOR OFFICES MEDICAL OFF[C S PROIDSED I—SPORUTI,, 2ND FLOOR 2ND FLOOR C S 5 HOUSING UNITS BETWEEN 5 HOUSING UNITS BETWEEN y4o UGHI POLE 451-600 SF451-60DS, UD LE UNITS HOUSING UNITS UIDIJ[Y LIGHT POLE S THEN 450 SF LESS THEN 450 SF TRAFFI S�&POLE C, SANITARYMAN OLE Cv VALVE 5 ROOF OVERHANG ROOF 01S m EJ CONIFEROUS TREE 0 DRNN`GE MANHOLE 0 RECTMGI DUN INLET t 0 ROUND DRAIN INLET i IIE—RANT vaw MTER METER N -7 0 TELEPHONE MANHOLE 0 DECIDUOUS TREE (2 ---------------------- 0 WH-(D) I In III00R SE' Gj Sl I N, A BIl. MEDICAL OFFICES 5 2ND FLOOR 0 HOUSING 111,UNITS BETWEEN PROPOSED BLDG.#4 -------- II ------- 451-600 SFIII IST FLOOR 4,847 SF 5 HOUSING _0 UNITS C, MEDICAL OFFICES LESS THEN,ASO SF 5 2ND IF OR CF F.E-7.0') HOUSING UNIT ZIM .2— BETWEEN -CD M 4 1-600 SF 5 HOUSING UNITS LESS THEN'SO S, E S p, 0 :El'm. z 11, 1 L tL- 352.6 5'i' 'F� 1 � 'I J �,�b n `',.�r>>,�~r-i�1 �, `, ��F�,.t1..��. '1 1,, I S 62 0'39y' W i,�� 1194,181 I l I, i II I. ' II I I 1 1 1 1 1 To HIP.SOUTH PIPE CR EFIJPORT WEST .E S.C.T.U.IN —ZW- W-.I.O. 11 1 AREA Cl SIZE:204.701 S.F.(4.70 AC) SIZE ZONING:RESIDENTKL OFFICE ZONE INTENDED ME OF PROPERTY.pFF10E/MARTMENTS ( III 111�11 III s 1 S ` II ' 111 1 11 � 11 CAJU.:NAweB k RADS!I GROUNDWATER MANAGE.——N I 1 I all DEPTI TO GROUNDWATER:16*t co SANITARY CALCULATIONS, 11 I A (20)ONE—BEDROOM UNITS AT:50 GPD/UNI 3,000 GPD I TEST HOLE (.)._EEC Room UNITS AT 2200 GP. JNTS 21.640 SF MEDICAL OFFICE SPACE AT 0.10 GPO/SF -2,184 CPD S—ROW _7,384 GPD E -5.12 GP. T] TABLE OF PROPOSED SANITARY STRUCTURES FRECEIVED- STRUCTURE NAME: RIM ELEVATION: PIPES IN: PIPES OUT — S 60*30'4 DR-18 M 1.OUT-1147 7,—CPO GPD/CAPITA CfIAS KNAPP PLACE S.N-(2) 15.95 8'DR-IB PVC INV IN-14.35 9'DR-18 PNC INV OUT-14.25 P--41 CAPITA I.C. .1. CONNECT TO � CE SMH-(3) 1851 8'DR-18 PVC INV IN-12.90 8'DR-18 PVC INV OUT-121). P—F,0W RATE: OF CRMRT SEWER DISTRICT —C INN R—m PEAK PCW RATE FACTOR(PF)-1+(14-(4+P 4.24 BY SMH-(4) 12.78 S'DR-18 PVC IW IN-12.09 8'DR-18 M IW OUT-IZOO 4-X 7.384 GPD 31.308 CPD --(5) 1.59 8'OR-18 PVC INV IN-11.90 8'DR-18 PVC INV OUT=11.80 22 m m MUM Wom TOS GATE BT now. sw-(6) —C 18'DR-la PVC IW IN-1 LED,0'DR-18 INV OUT=11.401 REVISIONS SITE PLANl TOWN SOUTHOLD SCALL 1'_20' ;L",.,,( . la UNTY, NEW YORK E GREENPORT MEDICAL OFFICES AND RESIDENCES OVERALL SANITARY PLAN K-M!cWEA�N ASSOCIATES,P.C. ��/crl) AS NOTED Z",Waal` aa.o et mr 'AH""2022 SAl NOTES: ABBREVIATIONS ALIGNMENT TOPOGRAPHY (UTILITIES) TOPOGRAPHY (MISC.) 1. NO CONSTRUCTION SHALL COMMENCE UNTIL THE FOLLOWING CONDITIONS ARE MET: 13. STRUCTURAL DESIGN REQUIREMENTS-ALL STRUCTURAL REQUIREMENTS SHOULD BE INCORPORATED - DELTA ASTM = AMERICAN SOCIETY OF GILL = GRADING LIMIT LINE ON THE CONSTRUCTION PLANS.THESE DETAILS INCLUDE:REINFORCING BAR SIZES AND BL BASELINE TESTING MATERIALS GR. = GRAVEL A)THE OWNER, ENGINEER AND CONTRACTOR ATTEND A PRE-CONSTRUCTION MEETING LENGTHS,REINFORCING BAR DEVELOPMENT/SPLICE LENGTHS,CONCRETE WALL THICKNESS(MINIMUM Ft = CENTERLINE CATV. = CABLE TELEVISION HSE = HOUSE VlffH SEWER DISTRICT REPRESENTATIVES. 15.3 AND CORNER DETAILS.ANY DESIGN DETAIL REQUIREMENTS,SUCH AS ABOVE,NOT CC CENTER OF CURVATURE E = ELECTRIC IN = INCH - D = DEGREE OF CURVE G. = GAS LF = LINEAR FEET INCORPORATED IN THE DESIGN DRAWINGS WILL HAVE TO BE PROVIDED PRIOR TO CONSTRUCTION.IF DIA DIAMETER G,P. = GUY POLE MAX. MAXIMUM 1 DESIGN DETAILS ARE PROVIDED BY A CONTRACTOR,THEY MUST BE REVIEWED AND STAMPED BY THE B)A PERMIT T CONSTRUCT AND DISCHARGE FOR THE WASTE DISPOSAL SYSTEM (NEW PROFESSIONAL DESIGN ENGINEER. E = EAST.CASTING C.V. GAS VALVE(MAIN LINE) MIN. MINIMUM YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION)AND AND APPROVAL ELEV.= ELEVATION HYD = HYDRANT MON. = MONUMENT H.C.L.- HORIZONTAL CONTROL LINE NM = NON MOUNTABLE TO CONSTRUCT HAS BEEN ISSUED BY THE SUFFOLK COUNTY DEPARTMENTBEEN ITEC OF _ L.P. LIGHT POLE PUBLIC WORKS (SCPDW) HAS BEEN RECEIVED. 14. THE INTERIOR WALLS OF ALL S OF PROCESS TANKS,THE INTERIOR RES I ST ALL PUMPING LT LEFT OF CIRCULAR CURVE MAG. = MAGNETIC N0, a NUMBER STATIONS,THE EXTERIOR WALLS OF ALL PRECAST CONCRETE STRUCTURES INSTALLED BELOW N NORTHING,NORTH UP#' = UTILITY POLE NUMBER N.T.S. NOT TO SCALE GROUND WATER,AND ALL PIPING INSTALLED IN TANKS AND PUMPING STATIONS ARE TO BE COATED NE = NORTHEAST ST. STORM SEWER NYSMIRCD = NEN'YORK STATE C)THE OWNER OR HIS/HER REPRESENTATIVE HAS NOTIFIED THE ENGINEER IN WRITING WITH A TWO PART EPOxY PANT. MANUAL ON UNIFORM OF HIS/HER INTENT TO COMMENCE CONSTRUCTION AND HE/SHE SHALL SUBMIT AN NW NORTHWEST T TELEPHONE VALVE BOX TRAFFIC CONTROL DEVICES / / P.C. = POINT OF CURVATURE T = TELEPHONE N&R = NAIL AND RED ACCURATE SCHEDULE OF M'TICIPAT U WORK PROGRESS AT LEAST 14 GAYS T5. MULTI STORY APARTMENT AND OFFICE BUILDINGS BEING CONNECTED TO SANITARY P.I. = POINT OF INTERSECTION W. = WATER O.C. = ON CENTER CALENDAR DAYS PRIOR TO THE ACTUAL COMMENCEMENT DATE. IF FOR ANY REASON PK = PARKER KALON w.M. = WATER MER _ CONSTRUCTION IS TEMPORARILY SUSPENDED,A WRITTEN NOTICE OF THE SAME SEWER WASTE FACILITIES MUST BE PROVIDED WITH INTERIOR PLUMBING S DESIGNED AS TO O.G. - ORIGINAL GROUND PK POINT OF BEGINNING W.S.B. WATER SERVICE BOX SEPARATE THE UPPER FLOOR DISCHARGES FROM THE FIRST FLOOR UNIT SERER OUTLETS.UNLESS P.O.E.= POINT OF ENDING W.V. WATER VALVE MAIN LINE PAV'T' = PAVEMENT SHALL BE TRANSMITTED TO THE ENGINEER.WRITTEN NOTICE OF RECOMMENCEMENT OTHERWISE APPROVED BY THE ENGINEER,NO MORE THAN FOUR(4)UNITS PER CONNECTION WILL P.O.I.= POINT ON LINE ( ) P. = PARCEL OF CONSTRUCTION TOGETHER WITH A REVISED PROGRESS SCHEDULE SHALL BE BE ALLOWED. P.T. POINT OF TANGENT PE = PROFESSIONAL ENGINEER TRANSMITTED TO THE ENGINEER AT LEAST THREE (3) WORK DAYS PRIOR TO THE R = RADIUS PRF = POST&RAIL FENCE RT = RIGHT TOPOGRAPHY (MISC.) PW F = POST&WIRE FENCE ACTUAL COMMENCEMENT DATE. 16. UNLESS OTHERWISE APPROVED BY THE ENGINEER, Al CONDOMINIUM UNITS CONNECTING SEWER 5 = SOUTH P = PROPERTY UNE DISTRICT SANITARY FACILITIES WILL REQUIRE A SEPARATE SEWER OUTLET FOR EACH UNIT. SE SOUTHEAST pOL'ND RCA = RECYCLED CONCRETE 2. ALL WORKMANSHIP AND MATERIAL FOR SEWER CONSTRUCTION INCLUDED INTHE PROJECT STA STATIOry A.O.B.E.= AS ORDERED BY ENGINEER AGGREGATE SHALL CONFORM TO THE LATEST REQUIREMENT OF THE ENGINEER'S SPECIFICATIONS FOR SW SOUTHWEST ASPH = ASPHALT RR. = RAILROAD SEWER CONSTRUCTION INCLUSIVE OF ALL REVISIONS AND ADDENDA THERETO. UNLESS T = TANGENT LENGTH AVE. = AVENUE R.O.W. = RIGHT OF WAY T.G.L= THEORETICAL GRADE UNE R.W. = RETAINING WALL OTHERWISE APPROVED BY THE ENGINEER,ALL MATERIALS SHALL BE AMERICAN MADE. IN BOY. BOUNDARY W = WEST SF STOCKADE FENCE ALL CASES WHERE CONFLICT EXISTS BETWEEN CONTRACT DOCUMENTS AND THE LATEST BIT . = BITUMINOUS ASPHALT SQ.F. = SHOULDER - REVISIONS OF THE SPECIFICATIONS FOR SEWER CONSTRUCTION,THE INTERPRETATION AND SANITARY SEWER - DETECTABLE MARKING TAPE NOTES: V.C. VERTICAL CURVE(ROUNDING) BLDG BUILDING 50.F. = SQUARE FEET RULINGS OF THE ENGINEER SHALL BE BINDING. B.M. = BENCH MARK ST. STREET A. SCOPE: BR. = BRIDGE STK. STAKE BOW = BACK OF WALK STY. STORY 3. PRIOR TO THE INCORPORATION TA ANY MATERIALS OR EQUIPMENT INTO THE WORK, FIVE (5) THE CONTRACTOR SHALL FURNISH AND INSTALL AN UNDERGROUND DETECTABLE MARKING TOPOGRAPHY DRAINAGE C = CENTER S.W. = SIDEWALK COPIES OF SHOP DRAWINGS, CATALOG CUTS CHARACTERISTIC CURVES,TEST RESULTS, TAPE ALONG ALL SEWER LINES, FORCE MAIN AND HOUSE CONNECTIONS. C.A. CONTROLLED ACCESS T.L. = TREE LINE PERFORMANCE DATA, ETC.AS MAY BE REQUIRED BY THE ENGINEER SHALL BE SUBMITTED B.O. = BOTTOM OF OPENING C.C. = CENTER TO CENTER TIP = TYPICAL B. MATERIAL: BTM BOTTOM CLF CHAIN LINK FENCE IN THE ENGINEER DEPARTMENT OF SANITATION. NO MATERIAL OR EQUIPMENT SHALL EE U.S. = UNITES STATES INCORPORATED INTO THE WORK UNTIL ALL REQUIRED SUBMITTALS HAVE BEEN REVIEWED THE MATERIAL SHALL BE SOLID PLASTIC TAPE WITH A MINIMUM THICKNESS EM 4,5 MIL.THE ec = BOTTOM OF CURB OUR CLEAR x-CUT= CROSS CUT TAPE SHALL BE RESISTANT TO ALKALIS, ACIDS AND OTHER DESTRUCTIVE ELEMENTS.THE ce = CATCH Brsw CONE. = CONCRETE AND APPROVED, IN WRITING BY THE ENGINEER. I .= TAPE SHALL BE GREEN IN COLOR, 3"MIN. WIDTH, NARKED WITH THE WORDS, "CAUTION - C.O. CONCRETE PIPE CONT CONTINUED CCURB INLET CONSTCONSTRUCTION 4. SANITARY GRAVITY LINES SHALL BE LAID A MINIMUM DISTANCE OF 10' HORIZONTALLY AND SANITARY SEWER".THE WARNING SHALL BE REPEATED EVERY 16"-36". CPP = CORRUGATED POLYETHYLENE PIPE DIST = DISTANCE 1.5'VERTICALLY BELOW ANY EXISTING OR PROPOSED WATER MAIN. DLk = DIAMETER DWY = DRIVEWAY C. INSTALLATION: D.I. = DROP INLET EA. = EACH ELEV.- ELEVATION E.S. EDGE OF SHOULDER 5. THE CONTRACTOR SHALL FURNISH AND INSTALL AN UNDERGROUND MARKING TAPE ALONG AFTER PARTIALLY BACKFILLING AND LEVELING THE TRENCHES TO A HEIGHT OF 18"-24" INV. = INVERT EDP EDGE OF PAVEMENT ALL SEWER LINES FORCE MAINS AND HOUSE CONNECTIONS IN ACCORDANCE WITH ENGINEER ABOVE THE CROWN OF THE PIPE,THE ROLL TAPE IS MOUNTED TO A WHEEL AND SPREAD LB LEACHING BASIN EXIST. = EXISTING SPECIFICATIONS FOR THE SAME. ABOVE THE PREPARED SURFACE AS STRAIGHT AS POSSIBLE.THE TAPE IS HELD IN POSITION LP = LEACHING POOL F.P. FENCE POST MH = MANHOLE BY ADDING BACKFILL MATERIAL WITH HAND SHOVELS BEFORE USING MECHANICAL EQUIPMENT FMD. = FOUNDATION 6. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVATION OF EXISTING TO FINISH BACKFILLING.WHEN A ROLL IS FINISHED,A SECOND ROLL MAY BE ATTACHED TO O.C. = OUTER DIAMETER F.L. FENCE UNE R.C.P.= REINFORCED CONCRETE PIPE R = FEET UTILITIES(INCLUDING EXISTING SEWERS) BY FIE_D INVESTIGATION.THE CONTRACTOR IS AN OLD ROLL WITH THE USE OF MANUFACTURER SUPPLIED CLIPS TO ALLOW ELECTRICAL RIM = STRUCTURE RIM ELEVATION GAR. = GARAGE RESPONSIBLE TO DETERMINE THE ADEQUACY OF ALL EXISTING TO ACCEPT CONNECTION OF CONTINUITY. TO = TOP OF CURB THE PROPOSED WORK.THE ENGINEER SHALL BE NOTIFIED OF ANY CONFLICTS BETWEEN THE EXISTING UTILITIES AND THE PROPOSED WORK,AS WELL AS,ANY INADEQUACIES OF THE IF THE SEWER LINE OR HOUSE CONNECTION DOES NOT END INTO A MANHOLE.THE TAPE EXISTING SEWER LINES TO PROPERLY ACCEPT THE PROPOSED CONNECTIONS AND FLOWS. MUST BE EXTENDED THREE(3) FEET BEYOND THE PLUGGED END OF THE LINE. 7. IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY THIS WORK,TO THE CONDITION AS BEFORE THE WORK COMMENCED. B. DURING CONSTRUCTION,A REPRESENTATIVE OF THE ENGINEER MUST BE PRESENT TO OBSERVE AND EXAMINE THE WORKMANSHIP ANL MATERIALS BEING INCORPORATED INTO THE SANITARY NOTES: PROJECT.THE DEPARTMENT SWILL BE THE SOLE JUDGE AS TO WETHER THE CONSTRUCTION PROVIDED IS IN COMPLIANCE WITH THE DEPARTMENTAL REQUIREMENTS.AT ANY TIME DURING 1, LKMA SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, THE COURSE OF THE CONSTRUCTION THAT THE WORK IS DEEMED UNACCEPTABLE.A STOP METHODS AND TECHNIQUES, OR PROCEDURES UTILIZED BY THE CONTRACTOR, NOR FOR THE WORK ORDER WILL BE ISSUED AND ANY WORK AFTER THE ISSUANCE OF SUCH ORDER SAFETY OF THE PUBLIC OR THE CONTRACTORS EMPLOYEES, OR FOR THE FAILURE OF THE SHALL NOT BE APPROVED BY THE ENGINEER. UNAPPROVED WORK AND/OR MATERIAL CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH T14E CONTRACT DOCUMENTS. UTILITY CONTACTS: SHALL BE REMOVED AND REPLACED TO THE SATISFACTION OF THE ENGINEER BEFORE SANITARY: VILLAGE OF GREENPORT OFFICES APPROVAL TO RECOMMENCE WILL BE GRANTED. 2. ALL EXISTING STRUCTURES WHICH ARE TO BE REMOVED SHALL BE BACKFILLED WITH SELECT 236 3RD STREET - - GRANULAR FILL WHICH HAS BEEN COMPACTED TOA 95% MAXIMUM DENSITY AT THE GREENPORT,NEW YORK 11944 ' OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE MODIFIED PROCTOR TEST. 9. THE OWNER AND HIS CONTRACTOR(S)SHALL BE RESPONSIBLE FOR MAINTAINING THE SUFFOLK COUNTY DEPARTMENT OF HEALTH CONSTRUCTION SITE IN A NON-HAZARDOUS CONDITION ALL IN ACCORDANCE WITH THE 3. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING 360 YAPHANK AVENUE,SUITE 2C REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF LABOR,OSHA AND ALL 07HER AGENCIES UTILITIES BY PERFORMING A FIELD INSPECTION. THE ENGINEER SHALL BE NOTIFIED OF ANY YAPHANK,NEW YORK 11980 HAVING JURISDICTION. UNLESS OTHERWISE APPROVED IN WRITING BY THE ENGINEER, THE CONFLICTS BETWEEN EXISTING UTILITIES AND THE PROPOSED WORK, PRIOR TO THE START WATER: SUFFOLK COUNTY WATER AUTHORITY CONTRACTOR SHALL ERECT AND MAINTAIN ADEQUATE FENCING AROUND ALL OPEN EXCAVATIONS. OF CONSTRUCTION. 260 MOTOR PARKWAY HAUPPAUGUE,NEW YORK 11787 10.FINAL APPROVAL SHALL NOT BE GRANTED UNTIL ALL THE FOLLOWING REQUIREMENTS ARE FULFILLED 4. ALL OTHER WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD. TO THE SATISFACTION OF THE ENGINEER. SUFFOLK COUNTY OR A SPECIFIED HEREIN, LATEST EDITIONS. GAS: NATIONAL GRID 1393 VETERANS MEMORIAL HIGHWAY A. THE SYSTEM SHALL BE SUBJECTED TO TESTING TO ESTABLISH THE ADEQUACY OF INDIVIDUAL 5. INSTALLATION OF THE ELECTRIC SERVICE IS THE RESPONSIBILITY OF THE CONTRACTOR, BY HAUPPAUGUE,NEW YORK 11785 COMPONENTS AND OF THE OVERALL SYSTEM'S ABILITY TO MEET THE REQUIREMENTS OF THE WHICH ALL WORK SHALL CONFORM,AS A MINIMUM TO THE REQUIREMENTS OF PSEG LI. ELECTRIC: LONG ISLAND POWER AUTHORITY APPROVED CONTRACT DOCUMENTS. ALL ACCEPTANCE TESTING SHALL BE PERFORMED AT NO COST TO 6. INSTALLATION OF THE TELEPHONE SERVICE IS THE RESPONSIBILITY OF THE CONTRACTOR, BY BRENTWOOD,THE DEPARTMENT AND NO ACCEPTANCE TESTING SHALL BE PERFORMED UNLESS WITNESSED BY A YORK 11717 DULY AUTHORIZED REPRESENTATIVE OF THE ENGINEER. THE DEPARTMENT SHALL BE THE SOLE JUDGE WHICH ALL WORK SHALL CONFORM,AS A MINIMUM TO THE REQUIREMENTS OF VERIZON. AS TO THE ADEQUACY OF THE ITEMS TESTED AND DEFECTS SHALL BE CORRECTED TO THE PSEG LI. SATISFACTION OF THE ENGINEER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY FOR 460 E MAIN STREET THE INSTALLATION OF ALL UTILITIES.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHOGUE,NEW YORK 11772 B. REPRODUCIBLE•AS-BUILT••RECORD DRAWINGS OF THE COMPLETED SEWAGE COLLECTION SYSTEM MEETING ALL FOR PRE-CONSTRUCTION OF ANY SANITARY SYSTEM FROM ALL GOVERNING SHALL BE SUBMITTED TO THE ENGINEER. •AS-BUILTS••MUST BE SIGNED AND SEALED BY A DULY AGENCIES. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL THE UTILITIES OR TELEPHONE:VERIZON LICENSED NEW YORK STATE LAND SURVEYOR AND MUST SUPPLY A SUITABLE PERMANENT MUNICIPAL AGENCIES HAVING JURISDICTION.THE CONTRACTOR SHALL COORDINATE THE RECORD OF THE EXACT LOCATION AND ELEVATION OF SEWER LINES,STRUCTURES,STUBS,HOUSE REQUIRED UTILITY AND MUNICIPAL INSPECTIONS. 501 N.OCEAN AVENUE CONNECTIONS,WYES AND APPURTENANCES.•AS-BUILTS••SHALL BE PREPARED IN ACCORDANCE WITH PATCHOGUE,NEW YORK 11772 ENGINEER STANDARDS FOR•AS-BUILTS••DRAWINGS FOR SEWER CONSTRUCTION AND MUST BE INK ON B. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND MYLAR OR EQUAL DRAFTING MEDIA, MICROFICHE AND/OR DIGITAL,AS REQUIRED BY THE ENGINEER. DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL TOWN, COUNTY, STATE 16 AND FEDERAL LAY!AND APPLICABLE CODES. C. REPRODUCIBLE•AS-BUILT^RECORD DRAWINGS OF THE COMPLETED SEWAGE WORKS SHALL BE g, ELEVATIONS REFER 70 NAVD88 DATUM. SUBMITTED TO THE ENGINEER. •AS-BUILTS••6.UST INCLUDE,BUT NOT BE LIMITED TO SITE PLAN, OPERATION AND MAINTENANCE MANUALS SCHEMATICS AND ELEMENTARY DRAWINGS OF ELECTRICAL, - MECHANICAL AND PROCESS SYSTEMS. DRAWINGS MUST BE SIGNED AND SEALED BY NEW YORK STATE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS LICENSED PROFESSIONAL ENGINEER,AND MUST BE INK ON MYLAR OR EQUAL DRAFTING MEDIA, NECESSARY TO REMOVE ANY EXCAVATED OR DEMOLISHED MATERIAL AND/OR DIGITAL,AS REQUIRED BY THE ENGINEER. _ 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS TO ALLOW D. A-CERTIFICATE OF COMPLIANCE— FOR ALL MATERIAL,WORK AND EQUIPMENT INCORPORATED FOR CLEARING AND GRUBBING OF THE SITE. INTO THE PROJECT MUST BE SUBMITTED TO THE ENG114EER BY THE PROJECT ENGINEER. THE 12. THE CONTRACTOR SHOULD PROVIDE DEWATERING IN ALL INSTANCES OF HIGH GROUND CERTIFICATE MUST BE ATTESTED 70 AND SIGNED BY A DULY COMMISSIONED NOTARY PUBLIC. WATER.THE CONTRACTOR WILL PROVIDE DEWATERING SUFFICIENT TO LOWER THE TABLE 11. ALL MATERIALS AND METHODS OF CONSTRUCTION MUST COMPLY WITH THE TECHNICAL BELOW THE TRENCHES IN ORDER TO INSTALL STRUCTURES AND PIPING.THE CONTRACTOR SPECIFICATIONS FOR THE CONSTRUCTION OF BUILDING SEWER CONNECTIONS. SHALL INCLUDE THE COST OF DEWATERING IN THEIR PRICE BID. 13. FOR GRAVITY SEWER LINES PLACED IN GROUND WATER,THE SEWER PIPING SHALL BE 12. TESTING OF FORCE MAIN -METHOD 1 OR METHOD II MAY BE IMPLEMENTED. CONSTRUCTED OF PRESSURE RATED PIPING (SDR 18)AND TESTED TO ENSURE TIGHTNESS i PRIOR TO OPERATION.THE MAXIMUM LEAK RATE IS 1/4"IN 8 HOURS. METHOD I F 14. ALL PUMP STATION CONTROLS SHALL BE LOCATED WITHIN NEMA 4X ENCLOSURE THAT IS (A) FORCE MAINS SHALL BE SUBJECTED TO A PRESSURE TEST OF TWO HUNDRED(200)PSI FORA PLACED WITHIN ANOTHER NEMA 3R BOX. ' PERIOD OF THIRTY(30)MINUTES,MEASURED AT THE LOWER END OF THE SECTION. PUMPS, PIPE CONNECTIONS,GAUGES AND ALL NECESSARY APPARATUS WILL BE FURNISHED BY THE CONTRACTOR, RECEIVED AND ALL DEFECTIVE PIPE,COUPLINGS AND FITTINGS WILL BE REPLACED BY THE CONTRACTOR AT r— HIS EXPENSE. LAN CD TOR (B) THEN THE FORCE MAIN SHALL BE TESTED FOR LEAKAGE AT SEVENTY-FIVE(75) PSI FOR A PERIOD OF SIX(6)HOURS,MEASURED AT THE LOWER END OF THE SECTION, AT SUCH u` PRESSURE THE LEAKAGE SHALL NOT EXCEED FORTY-SIX (46) GALLONS PER INCH , DIAMETER PER MILE PER TWENTY-FOUR(24)HOURS, ALL NECESSARY PUMPS,GAUGES AND w1E er oacewlwN nPPna.m OTHER APPARATUS WILL BE FURNISHED BY THE CONTRACTOR. IN THE EVENT THAT THE REVISIONS FORCE MAIN FAILS TO MEET THE LEAKAGE TEST,THE CONTRACTOR,AT HIS OWN EXPENSE WILL -� LOCATE AND REPAIR THE DEFECTIVE PIPE OR JOINTS UNTIL THE LEAKAGE IS WITHIN THE TOW NOF SOUTHOLD ALLOWABLE LIMIT. SUFFOLK UFFOL COUNTY NEW YORK E- GREENPORT MEDICAL OFFICES AND METHOD N RESIDENCES -� FORCE MAINS SHALL BE SUBJECTED TO A PRESSURE TEST OF TWO HUNDRED(200)PSI FOR A �pf NEW yP SANITARY NOTES PERIOD OF TWO(2)HOURS MEASURED AT THE LOWER END OF THE SECTION. AT SUCH PRESSURE 1�oti ao Die 4" o} THERE SHALL BE NO LEAKAGE LOSS. ALL NECESSARY PUMPS,GAUGES AND OTHER APPARATUS WILL �j d �� 1 L K.Mal PAN ASSOCIATES,P.C. RE FURNISHED BY THE CONTRACTOR. IN THE EVENT THAT THE FORCE MAIN FAILS TO hIIIA1jp1p m' "' m""'0-®"w""'°°'m• MEET THE LEAKAGE TEST, THE CONTRACTOR AT HIS OWN EXPENSE WILL LOCATE AND REPAIR THE �"_^^'^' ^`^ o.p.e eY�MF/CFD sa. AS NOTED DEFECTIVE PIPE ON JOINTS UNTIL THERE IS NO LEAKAGE LOSS. �, � w:k Y,4 MF JANUARY 2022 S A 2 ROD I n.-21038.000 H NOTE:-1—DUN AT CURB lWE V-0"E%CVT AS OFOEREO EY ENpNEFA im b eO IW +[sna OPENING A �\I� A —�m x,[ m•,o o.m�./...rb -I I I I���I I I I�I I I I I- .m s,vnm anJ i •c �[.,e.,.•,.<[ ,w _J___ °°""' , PI AN. .'- Bpi— ,..PUN•...r f4 xo rho i l 'K mom+ ...r.,m.�o aMiw. .r mP•9m ®�.0 1 1 _ im-�•/sessl t�-��n, °a/.•mAwa vmm yr � [ rc p• TYPICAL GRAVITY HOUSE CONNECTION SECTION YC110N A-A _ ��a NON-PAVED AREA GLEAN-OUT DETAIL r r••rwa uu NEW MAINLINE SEWER CONNECTION TO TYPICALGRANTy HOUSE CONNECTION BUILDING CONNECTION DETAIL EXISTING ACPN/VCP SEWER IN ROADWAY CLEAN-OUT DETAIL u[i 4' DIAMETER SANITARY SEWER MANHOLE .1 A�kzmi— A � uaoq mm ��ro,iG r m,i ar[.a.,[K K ,>A[ems.x _ '-• '�,:,°aK°°;,a, +", �,,.. 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'• a TO SCALE CAST IN PLACE OILS- owe Bu WATER/SEWER CROSSING DETAIL =8 FaNDARON IN ORGANIC em DEPARTMENT CF PUBLIC WORKS c SUFFOIX COUNTY.NEW YORK SEWER FOUNDATIONS DATE !tt G6CRPfWN IPPROV.IN REVISIONS - TOWN OF SOUTHOLD SUFFOLK UFFOL COUNTY NY J L GREENPORT MEDICAL OFFICES AND _ RESIDENCES _ SANITARY DETAILS McLEAN ASSOCIATES, _ .C. w ��•, p°''/ n•W.•e Gr MF/CFD �AS NOTED ,'��.�®•W�y9,u 'hce`�� d<.�,ay MF JANUARY 2022 SA6 '� km.+.aP RGD rm.2I 038.000 TOWN OF SOUTHOLD Notice of Intent to Prepare a Conditioned Negative Declaration Lead Agency: Town of Southold Planning Board Contact: Donald Wilcenski Planning Board Chair Address: Town Hall Annex P.O. Box 1179 Southold,New York 11971 Date: December 5, 2022 This notice is issued pursuant to 6 NYCRR Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act- SEQRA) of the Environmental Conservation Law. A Conditioned Negative Declaration is used when a lead agency concludes that a proposed action may have potentially significant adverse impacts on the environment, but the impacts can be eliminated or adequately mitigated by conditions imposed by the lead agency without the need for additional environmental studies. Title of Action: Greenport Medical Offices and Apartments SEAR Status: Unlisted Action Description of This Site Plan application is for the proposed construction of four Action: campus-style office buildings of 6,200+/- sq. ft. each with three medical offices on the first floor and ten workforce apartments on the second level of each building, and 120 parking stalls on 4.69 aces in the RO and R-40 Zoning Districts, Greenport. Location: The site address is: 160 Route 25, Greenport,NY The project site is located south of Main Road(aka NYS Route 25), Town of Southold, County of Suffolk. The parcel is zoned Residential Office and is 4.69 acres in size. SCTM No.: 1000-34.-2-1 Greenport Medical Offices&Apartments: Determination of Significance The Town of Southold Planning Board, as Lead Agency, has determined that the proposed action described above may have potentially moderate to large adverse impacts on the environment,but the impacts can be adequately mitigated by conditions imposed by the lead agency,without the need for additional environmental studies. Reasons Supporting This Determination: The site has been evaluated under the Criteria for Determining Significance in SEQRA 6NYCRR Part 617.7 (c). The following reasons are given in support of this determination of significance. 1. The Planning Board has conducted a thorough review of the information submitted by the applicant concerning the proposed project. The following was included within this assessment: • Part 1 -Full Environmental Assessment Form(FEAF)Amended March 7, 2022. • FEAF Part II • Supplemental Narratives(2)to the Full Environmental Assessment Form prepared by L.K. McLean Associates P.C. on January 26, 2022 and March 7, 2022. • Supplemental Narratives (3)to the Full Environmental Assessment Form prepared by L.K. McLean Associates P.C. on April 28,2022 on Trip Generation. • On September 16, 2022, the applicant submitted proposed mitigation as follows: ➢ The number of apartments was reduced by 25 percent from 40 to 30 units. ➢ The number of medical offices was reduced by 25 percent from 12 to 9. ➢ The west building has been omitted. ➢ The size of the parking area has been reduced. ➢ The western driveway was shortened from 270'+/-to 160'+/- ➢ The western driveway,which was only 12.5' from the property line abutting residential neighbors was shortened and moved north to increase the distance to the neighbors' property line. ➢ The buffer between the western driveway and the neighbors' property line (on the south side of the subject property)was increased to 20' along the first 45'+/- and angled farther away from the southern property line to end at being 78'+/- away from the property line. ➢ A fence that includes noise attenuation is proposed along the boundary between the residential neighbors and the subject property. ➢ Additional vegetation and a large green space buffer from the public roadways NYS Route 25 located where the building that was removed was located. ➢ Additional vegetation will be added to the southern and eastern buffer areas to reduce sound emissions from the site. ➢ Weekend construction hours will not be allowed. • Greenport Medical Offices and Residences Traffic Impact Assessment dated October 26, 2022. • Mitigation plan entitled Greenport Offices and Residences Proposed Site Plan,prepared by LK McLean in January, 2022, and last revised October 26,2022. • Summary of Greenport Medical Offices and Residences Traffic Impact Assessment. Page 2 Greenport Medical Offices&Apartments: Determination of Significance 2. Members of the Planning Board are familiar with the subject site and have deliberated on information supplied by the applicant, information supplied at public hearings and the following additional:information; • Housing Commission • NYS Department of Transportation letter • Suffolk County Water Authority letter • Email from Chief Martin Flatley Southold Town Police 3. One or more potential moderate to large significant'adverse impacts from the original application have been identified as described herein. The identification of such moderate to large impacts does not warrant the preparation of a DEIS. The Planning Board will coordinate with involved agencies and examine mitigation measures and possible alternatives which may reduce potentially moderate to large adverse impacts. 4. Impact on Land The proposed action is expected to have a low impact on land. The parcel is wooded with small cleared areas. A concrete foundation and berms from past development attempts remain on the parcel. The surrounding-land use is comprised of medium to high residential density to the south,north,west, and east. A large commercial parcel (1.86 acres) is located to the north across NY State Route 25. The project includes minor levels of disturbance through clearing and grading of the 4.69-acre parcel.A projected 3 95 acres of wooded land will be removed for the development. Of the 20 percent lot coverage%permitted, 12.62 percent is proposed. A total of 39.86 percent landscape coverage is also proposed. An NYSDEC Storm Water Pollution Prevention Plan (SWPPP) will be prepared and stormwater will be controlled on-site from all disturbed areas and impervious areas. The applicant shall contact the NYSDEC to determine the need for an SWPPP as indicated above. Nevertheless, all stormwater generated from this site is required to be disposed of on-site. 5. Impact on Geological Features There are no geological features on the parcel. 6. Impact on Groundwater and Surface Waters The proposed action is expected to have a low impact on groundwater quality. A public sewer connection is available. The newly constructed units would connect to the existing sewer system and prevent point discharge of wastewater to the aquifer at the parcel location. Large_advetse impacts from sanitary wastewater will not occur on the parcel. Page 3 Greenport Medical Offices&Apartments:Determination of Significance The parcel is located,over a sole source aquifer. The FEAF indicates that groundwater occurs at 20' below grade.,The depth is sufficient to install subsurface utilities and infrastructure (drywells) Page 5 of 13 of the FEAF indicates that 7,000 gallons per day (gpd) of water supplied by the Suffolk County Water Authority will be used and 7,360 gpd of sanitary waste will be generated and disposed of in the Village of Greenport Sewer District. The peak flow rate for the proposal is calculated at 16.46 gallons per minute (Revised FEAF 11/22/21). Water supply is proposed from a 6"service line connected to the existing public water main in New York State Route 25 and Knapp Place. The proposed action is expected to have a low adverse impact on groundwater quantity. Water conservation measures inside the residential structures will include low flow fixtures. Water conservation measures for irrigation will be required together with the following herbicide best-management practices. 1. The use of low-flow plumbing fixtures. 2. Irrigation controls: a. Plants used in landscaping shall be native and drought-tolerant. b. The use of. drip irrigation systems is recommended. Rain barrels are encouraged. c. Total;long-term permanent irrigation of each lot will be limited to 15% of the lot area not improved with structures. d. Soil moisture sensors will be used with irrigation systems, to water only when necessary, during times of low soil moisture. e. Lawn,areas will be seeded with improved turf species with deeper root systems and greater drought tolerance, thus requiring less irrigation than conventional turf species. There are no wetlands on the parcel or immediately adjacent to the parcel. An NYSDEC Freshwater Wetland to the.west of the parcel and across NYS Route 25 is expected to contribute to the wildlife use of the parcel as an adjacent habitat. The wetland will not be directly impacted by the proposal as there is no hydrologic connectivity to the system. A_ NYSDEC SWPPP will be required to be prepared to control soil erosion and stormwater on- site. 7. Impact on Flooding. The proposed action',will have a low adverse impact on flooding. The parcel is not known to flood and is not a designated floodway. Further, the parcel is not located within a FEMA mapped flood zone. The development of the parcel will include the installation of gutters, leader, drywells and catch basins designed to handle up to a 2"rainfall. Page 4 Greenport Medical Offices&Apartments:Determination of Significance 8. Impacts on Air The proposed action will have a low adverse impact on air quality. Air pollution can harm human health, and damage elements of the ecosystem. Exposure to air pollution is associated with numerous effects on human health, including pulmonary, cardiac, vascular,and neurological impairments.High-risk groups such as the elderly,infants,pregnant women, and people with chronic heart and lung diseases are more susceptible to air pollution. Children are at greater risk because they are generally more active outdoors and their lungs are still developing. Air pollutants are produced by many human activities. Most pollutants come from industries that manufacture chemicals and other goods, from on- and off-road vehicles and power equipment, and from energy facilities that burn oil, gas, or coal (NYSDEC). Fugitive dust due to construction will be controlled. The following will be required to mitigate the potential of fugitive dust: • Clearing and grading will be scheduled to minimize the size of exposed soil areas and the length of time the areas are exposed. 9. Impact on Agricultural Resources There are no current agricultural uses,resources or designations on the parcel. 10.Impact on Aesthetic Resources The proposed action may result in a moderate to large adverse impact on aesthetic resources. New York State Route 25 is a scenic by-way and abuts the parcel on the west and north property boundaries; landscaping and building design (size and orientation) should consider aesthetics, including building scale and mass in relation to seasons, existing vegetation and view sheds from public vantage points. The development and proposed buildings 2 and 3 are oriented parallel to NYS Route 25. The scale of the buildings is large, both are 120 ft long and 57 ft wide. The peak elevation (to ridge) is proposed at 29.97 feet. A 50' setback is proposed to NYS Route 25. The proposed action will be visible from an officially designated state scenic resource seasonally and year- round. Both Suffolk Country Route 48 and NYS Route 25 are New York Scenic Byways. Buildings 2 and 3 are setback 50 feet from NYS route 25 (North Road). Building 1 is setback 50.5 feet from NYS Route 25 (Main Street), and Building 4 is setback 50.1 feet from the east property line. In all instances, the setbacks are proposed to be cleared and landscaped. The areas are not currently proposed as buffers. The proposed action may cause the diminishment of public enjoyment through the development of a wooded and vegetated parcel impacting the enjoyment and appreciation of the area by routine travel by residents, including travel to and from work. Page 5 Greenport Medical Offices&Apartments:Determination of Significance From the NYS Route 25 looking south, persons in vehicles would see two large buildings screened intermittently with vegetation. Increasing the buffer vegetation in the front yards will minimize the interruption to the viewshed to the greatest extent. Further,reducing the number of buildings on site would result in less impact on the viewshed by retaining existing vegetation,reducing lot coverage, and increasing landscaping opportunities. It is recognized that the use of setbacks and vegetative buffers is important in screening the mass of large buildings. The screening effectiveness of setbacks and buffers is relative to their width. If planted, species type and density are essential to provide screening functions. Evergreen trees are more effective than deciduous trees due to their growth habit. The proximity of residences to the site warrants large buffers against the south, east and west property lines. The placement and north-south orientation of proposed Building 1 and the 15-stall parking lot and loading area to the north of Building 1 result in moderate adverse impacts to aesthetics both from public vantage points on the abutting roadways and from the residential neighboring properties to the south. The two-way access driveway is proposed to be located only 12.5' from the south property line, separated by a vegetated buffer planted with northern white cedar and eastern red cedar, existing trees, and black chokeberry. This small buffer is inadequate to screen the visual impacts of the development of the site from the residential neighbors. And the site will be very visible from the public roadways. With four large buildings proposed, the visual impact will be moderately significant. The Planning Board finds the following conditions are necessary to mitigate moderate to large adverse impacts on aesthetic resources: 1) Retain as much existing vegetation and trees as feasible in the front yards, and supplement with planting of drought and deer-resistant evergreens to break up the mass of the buildings as seen from the abutting public road vantage points. These should be shown as buffers on the site plan. 2) A minimum of 50 percent landscape coverage on the parcel is required (an increase from 39%to 50%). 3) A reduction in the number of buildings by one (25 percent) is required. The number of medical offices shall be reduced by 25 percent from 12 to 9 (See below discussion on Impact on Transportation) 4) The number of apartments shall be reduced by 25 percent from 40 to 30 units. 5) A reduction of 30 parking spots, pavement area and an alternative design of the driveway and parking area is required as shown on the mitigation plan entitled Greenport Offices and Residences Proposed Site Plan, prepared by LK McLean in January, 2022, and last revised October 26, 2022. 6) Redesign the western driveway to shorten it and increase the buffer between the southern residential neighbors to mitigate the visual impacts through screening. • Shorten the western driveway from 270'+/-to 160'+/- Page 6 Greenport Medical Offices&Apartments:Determination of Significance • Increase the size of the buffer between the western driveway and the neighbors' property line (on the south side of the subject property) to at least 20' along the first 45'+/- and then angled farther away from the southern property line to allow for as large a buffer as possible from the property line. 7) Add a fence along the southern and eastern property lines to help mitigate the visual impacts to neighbors. 11.Impact on Historic and Archeological Resources The expected adverse impacts on important historical and archeological resources are expected to be low. A small portion of the parcel has also been identified as an area potentially sensitive for archeological sites on the New York State Historic Preservation Office (SHPO) Cultural Resource Inventory System (CRIS). It is recommended that the applicant contact the New York State Office of Parks Recreation and Historic Preservation to determine if cultural resource surveys are recommended. This information would be required to be submitted if and when a site plan application as submitted to the Planning Board. 12.Impact on Open Space and Recreation The proposal will not result in a loss of recreational opportunities or a reduction of a designated open space resource. It is not located adjacent to an open space or recreational resource. 13.Impact on Critical Environmental Areas The parcel is not directly located within a Critical Environmental Area. 14.Impact on Transportation The project is expected to have moderate to large adverse impacts on the transportation system without mitigation and traffic conditions. Two separate driveways are proposed, which require new curb cuts. The western driveway entrance provides two-way traffic to and from Main Street (NYS Route 25), and the northern entrance provides two-way traffic to North Road(NYS Route 25). High traffic volumes on surrounding roads may affect movement to and from the proposed development and the proximity of the proposed access points to other existing drives or intersections may be a problem. Trip generation estimates are greater than 100 trips in the peak hours on weekdays. The location of the western curb cut to Main Street overlaps a neighboring driveway and creates a hazardous condition. The NYSDOT proposes to construct a roundabout in the intersection just west of the property at the convergence of NYS Route 25 and CR 48 to alleviate traffic congestion, stacking of Page 7 Greenport Medical Offices&Apartments: Determination of Significance vehicles on Main Street, accidents, and to provide traffic calming. The roundabout will influence (improve) traffic movement in the area and in front of the parcel. Correspondence with the NYSDOT indicated that they required a traffic study for the project and that the plans for the roundabout be shown on the subject site plan. The applicant conducted and submitted a traffic study entitled Greenport Medical Offices and Residences Traffic Impact Assessment dated October 26, 2022, prepared by L.K. McLean Associates,P.C.The study focuses on traffic capacity of the roundabout,capacity of roadways, generated volume and safety. The study also compared an alternative build-out scenario (the proposed mitigation plan)to the current proposal. The current proposal would generate a minor amount of traffic, a 6 percent increase at the roundabout relative to the estimated traffic volumes in 2025 in the AM and PM peak hours. Further, the small amount of traffic generated would have a minor, if any, impact on the level of service (LOS). Under this scenario, the roundabout could easily accommodate the traffic volume. The study recommends mitigation to limit potential impacts on traffic safety by analyzing a second build scenario. Under this scenario, the study uses a revised proposal that reduces the number of buildings on-site by one (Building 1). With this reduction, the westerly driveway could shift more northward,thereby removing the overlap with the neighbor's driveway. The study concluded the following: A. The amount of traffic generated by the development will have a minor, if any, impact on the level of service. B. The NYSDOT roundabout, with adequate available capacity, can easily accommodate the generated traffic. C. The amended proposal would generate a minor amount of traffic, less than a 5 percent increase in traffic volume at the roundabout. The Planning Board finds the following conditions are necessary to mitigate moderate to large adverse impacts on the transportation system and traffic safety. 1) The most westerly building (Building 1) shall be removed from the proposal. This reduction will reduce the number of vehicle trips to and from the site and reduce the traffic volume increase by 1 percent. 2) With the removal of Building 1, the western driveway curb cut shall shift as far north as the NYSDOT will allow, eliminating the overlap with the neighbor's driveway. 3) At the westerly driveway, southbound left turns to enter the site shall be prohibited. 4) At the easterly driveway, left turns entering and exiting the site shall be prohibited. Page 8 Greenport Medical Offices&Apartments: Determination of Significance 5) The available Intersection Sight Distance (ISD) south of the westerly driveway shall be measured during construction to determine if one or more large trees within the existing NY 25 Right of Way should be removed to provide adequate ISD. A sign-off from a traffic engineer on the adequacy of the sight lines must be submitted to the Planning Board. Pedestrian Movement and Support The NYSDOT recommends that a bus stop be established at the site. Existing sidewalks are in place to facilitate pedestrian movements along both road frontages. The sidewalks are 4' in width and are not ADA-compliant. Reconstructing the sidewalk to upgraded standards and ADA compliance would support pedestrian movements to and from the site. Sidewalk connection from the site and internal circulation will be required under Southold Town Code and site plan design. A bike lane in NYSDOT NYS Route 25 is available to residents of the site. To facilitate this mode of transportation, the Planning Board will require a bike rack in the site plan design. Based upon the findings of the Greenport Medical Offices and Residences Traffic Impact Assessment dated October 26,2022,the Planning Board finds the following conditions are necessary to mitigate moderate to large adverse impacts on the transportation system and improve pedestrian mobility and safety. 1) The location of a future bus stop shall be identified: potentially north of the westerly drive in a 10' wide shoulder. 2) Reconstruct the existing 4'wide sidewalk on the east side of Main Street with a 5' wide ADA-compliant sidewalk from the north side of the westerly driveway to the NYSDOT sidewalks constructed as a part of the roundabout project. 3) Add internal sidewalks to connect the buildings to the sidewalks on the streets and crosswalks for pedestrian safety. 4) Include bike racks in the site plan design to facilitate the use of that mode of transportation. The adverse impacts to transportation and pedestrians are expected to be low with the above mitigation required. 15.Impact on Energy The building will be designed to Energy Star standards and with certified appliances within the apartments. LED lighting will be used throughout the site. The impacts on energy are expected to be low. Page 9 Greenport Medical Offices&Apartments:Determination of Significance 16. Impact on Noise, Odor, and Light A moderate to large adverse impact is expected from the generation of noise on-site over existing 'conditions for short and long durations capable of significantly impacting the quality of life and health of receptors residing near the parcel. Noise will be generated during the clearing and grubbing, construction, and operation phases of the project. It can create conditions that can affect the health and safety of both humans and wildlife. The location of the western curb cut and very long driveway to Main Street near existing single-family residences could be disruptive and impactful to the quality of life of the residents to the south and west(across NYS Route 25). The curb cut extends past the south property boundary at the apron. The distance between this 270'+/- driveway and the southern residential neighbors is only 12.5'. Noise is expected to increase from the operation of vehicles and tools on-site during construction and also during normal operations after the construction is completed.Impacts will occur to the receptors and are expected to be noticeable in(a residential neighborhood located to the south and east of the parcel) and homes located to the west of the parcel. It is expected that receptors will experience an increase in disruptive noise above current ambient decibel levels both during construction and during normal site operations. The noise will be generated from: • Preparation of the site and the operation of heavy equipment, grinders, chippers, and other gas-powered machinery. • During construction on the site from machinery,tools, and workers. • Vehicles entering and exiting the site accelerating and decelerating to and from the Main Street access. • Noise generated by people entering and exiting their vehicles in the parking area. The FEAF indicates that construction activities capable of generating noise will occur Monday through Saturday 7 am to 3:30 pm; and will not occur on Sundays and holidays. Outdoor construction on Saturdays is disruptive and impactful to the receptors in the area. Normal site operations for the medical offices will occur Monday through Friday 8 am to 7 pm and Saturday from 8 am to 4 pm. Holidays are also included from 8 am to 4 pm. The medical offices on-site will be closed on Sundays. The NYSDEC provides recommendations to reduce noise to receptors. The Planning Board requires the following as conditions to mitigate the noise impacts: 1) Construction noise from heavy machinery. Reduce noise frequency and impulse noise at the source of generation by using machinery with strobe lights or other options instead of back-up beepers (subject to Page 10 Greenport Medical Offices&Apartments:Determination of Significance J other requirements, e.g., OSHA and Mine Safety and Health Administration, as applicable). This eliminates the most annoying impulse beeping. Reducing noise duration by limiting noisier operations to normal workday,hours.Noise duration shall be reduced during construction activities capable of generating noise. Outdoor construction can occur between Monday through Friday.,7 am to 3:30 pm,and will not occur on Saturday, Sundays, and holidays. 2) Reduce noise sound pressure levels by: a. Increasing the setback distance. • A minimum 50' wide vegetated buffer shall be installed on the south,west and east property boundaries. The only exception is where the western driveway is required to be a certain minimum distance from the roundabout intersection, in which case the buffer should be as wide as possible, using a curve in the driveway to expand the buffer as much as and as soon as possible. Within the 50'wide buffers in the west and east, existing trees occurring on site 6"DBH that are native to the area shall be preserved to the extent feasible. All - exotic and nuisance vegetation and trees can be removed from the buffer to allow supplemental planting of native, drought-tolerant and deer-resistant tree species. b. Moving'processing equipment during operation further from receptors. • All construction equipment and tools capable of generating noise on site shall be stored and started in a designated area as far from the residences as practicable. The area shall be located near the-wash-down area and shown in the SWPPP. • A construction and heavy equipment staging area shall be identified on the final site plan at the maximum distance from noise receptors on abutting properties improved with residences. • No clearing, grading, or construction vehicles shall travel over Bailey Avenue or Champlin Place during the construction period. Heavy equipment will be parked/staged on-site to reduce the number of vehicle trips:to and from the site. c. Erecting sound barriers such as screens or berms around the noise-generating , equipment or near the point of reception mitigates noise. Screens or barriers should be located as close to the noise source or the receptor as possible. The closer the barrier is located to the source or the receptor,the greater the angle of deflection of the sound waves will create a larger "sound shadow" on the side opposite the barrier. Page 11 Greenport Medical Offices&Apartments: Determination of Significance • Within the 50' wide buffers located on the south and east property boundaries, a minimum 6-foot-tall fence designed to attenuate noise generated on-site by clearing, grading, construction, and normal operations must be I installed together with evergreen vegetation. • All noise attenuating fencing shall be installed, inspected, and signed off by the Planning Board before grading of the site. The proposed action will increase outdoor lighting which could result in moderate to large adverse impacts to adjacent properties from light pollution. The Planning Board will require the following conditions to mitigate impacts from light pollution to neighbors: 1) All lighting on site must meet dark sky standards pursuant to Chapter 172. Lighting, Outdoor of the Southold Town Code. 2) Provide substantial screening vegetation in the buffers. 3) Provide-a fence to block the light from vehicles in the parking lot from entering neighboring properties. No adverse odors are proposed or expected. 17.Impact on Human Health The parcel has no known contaminants that may be disturbed, released, or leached out or would use, create, dispose of, or store any hazardous substances as part of its construction or operation. The historic use of the parcel was pasture. A failed attempt to develop the parcel resulted in grading and installing a cement foundation,now abandoned. Note that the proposed action is located within 1500 feet of Stony Brook Hospital (Eastern Long Island Hospital). The proposed project will not have an adverse impact on the hospital. 18.Impact on Plants and Animals Adverse impacts to plants and animals are expected to be low. Habitats are used,:by all fauna (insects, reptiles, amphibians, fish, mammals, birds) for breeding, hibernation, reproduction, feeding, sheltering, migration or overwintering. The habitats may be used year-round, seasonally, or on a transient basis (passing through the area or during migration.) For threatened and endangered animal species, modification of their habitats not only adversely affect the animals and their ability to survive, but could be considered a'take'which may require an,incidental take permit under 6NYCRR Part 182, from DEC. Page 12 Greenport Medical Offic s&Apartments:Determination of Significance The NYSDEC Freshwater Wetlani I to the west of the parcel is expected to contribute to the wildlife use of the parcel as an adjacent habitat. The NYSDEC Environmental Resource Mapper (2022) shows a Significant Natural Community occurring to the southwest of the parcel. The layer Significant Nam{'al Communities displays locations of rare or high-quality wetlands, forests, grasslands, pons, streams, and other,types of habitats, ecosystems, and ecological areas. NY Natural Heritage calls these different types of habitats or ecosystems "natural ecological communities. "I� NY Natural Heritage documents only those locations of natural communities where the community type is rare in New York State; or, for more common community types, where the community at that location is a high-quality example and meets specific,documented c teria for state significance in terms of size,undisturbed and intact condition, and the quality of the surrounding landscape. (A few significant natural communities are associated with sensitive rare animals and plants,and therefore their locations are included in the Rare Plants and Rare Animals data layer.) (NYSDEC) The Rare Plants or Animal layer i cludes the entire parcel. The locations shown in the layer Rare Plants and Rare Animals are not precise locations. Rather, they show those generalized areas where NY Natural Heritage has information in its databases regarding rare animals a d/or rare plants. These generalized areas show the vicinity of actual, confirmed observations nd collections of rare animals and rare plants. The precise locations, as well as the name of the animal or plant, are not displayed because some animals and plants can be harmed or distu bed by human activity. The layer Rare Plants and Rare Animals includes generalized locations of species that are rare in New York State as a whole. These species include: • all animals listed by NYS as Endangered or Threatened • all plants listed by NYS as Endangered or Threatened • some animals listed by NYS as Special Concern • some plants listed by NYS as Rare • some species not officially listed by NYS,but which nevertheless are rare in New York. The occurrence of a large population of rare and endangered species on the parcel is expected to be low due to the size of the parcel, and isolation between two heavily traveled roadways. Nevertheless,precautions to mitigate any potential adverse impacts are required as conditions of this negative declaration. Conditions: 1) The preservation of protected species shall be achieved by the following: Eastern Box Turtles(Terrapene Carolina) Prior to beginning clearing,measures to protect the Eastern Box Turtle must be taken. As a New York State-listed species of Special Concern, the Eastern Box Turtle requires some measure of protection tb ensure that the species does not become threatened. Page 13 Greenport Medical Offices&Apartments: Determination of Significance Species of special concern are protected wildlife pursuant to.Environmental Conservation -Law section 11-0103(5)(c). To minimize.the loss of Eastern Box Turtles, any clearing at the site scheduled from April 1 and November 15 will be preceded by wildlife surveys following the protocol below: a. Surveys for,Eastern Box Turtles must be led by a herpetologist or wildlife biologist with experience locating wild box turtles, and their qualifications provided to the Planning Board for approval prior to,the surveys being conducted. b. The survey effort required ust equal the following:.area of impact x 4 person- hours/acre_total person-h urs of survey effort c. Timing of survey: i. The.`survey for Eas ern Box Turtles must be conducted immediately preceding clearing activity. ii. Surveys must be conducted at the time of day and during weather conducive to peak activity for les,to the greatest extent practicable and as advised by the herpetologist. d. Prior to clearing,temporary barriers of wire-backed silt fencing shall be installed around the limits of work d turtle surveys must be conducted. e. Ingtallation of the ternporaiy barriers must minimize vegetation disturbance.No clearing may occur outside the Limits of Work. f. The bottom,of the silt fencing must be buried in a 4-inch-deep trench. The trench must be backfilled and co Lpacted. If it is not possible to dig a trench,then the bottom of the barrier must be affixed to the surface. g. Once installed,the barrier shall be taut between the stakes. Slumps or loose materials will undermine the effectiveness of the barrier. No hay bales or other backing material shall be used. h. The limits of work must be encircled completely by the silt fence to exclude turtles from entering the area,but able to be opened for equipment.to go in and out during working hours (and closed again at the end of the work day)., i. The barrier'should be installed immediately prior to the required survey. j. A person familiar with bartier maintenance shall inspect the barrier and facilitate any repairs/alterations necessary to ensure the integrity of the barrier. k. Silt fence barriers may not be removed from the site until that phase,of the projectis complete and is stabilized I y vegetation. Page 14 Greenport Medical Offices&Apartments:Determination of Significance 1. Routine silt fence barrier aintenance is required during the Turtle Active Season (April lst through November 15)—Once per month a person familiar with barrier maintenance and installation shall inspect the barrier and facilitate any repairs or alterations. The turtle barrier should remain taut between stakes and any holes along the bottom repaired. in. Outside the Turtle Active eason(November 16th through March 31st) --If the barrier has been left in plae over the winter months and construction is on-going, a person familiar with barrie maintenance shall conduct an early season inspection in late March or early April t facilitate any repairs or alteration necessary for the barrier to function for turtle protection. n. Any box turtles found during the search will be captured and relocated to an undisturbed area on the pr perty as far from the proposed clearing as possible. o. Documentation of the date 3,times, area covered,names and qualifications of personnel involved, and reults of the survey must be provided to the Planning Department as soon as possible after completion, and prior to clearing. 2) Northern long-eared bat(M otis septentrionalis) April l to October 31 (Clearing Restrictions) During this period of time,NLEB are active and are within the forested landscape. The following restrictions are required unless a permit is obtained from the DEC: a. No cutting of any treemay occur within the I/4 mile buffer around a hibernaculum. ➢ Please note that if iou plan any tree clearing activities within 11/4 mile of a hibernation areafo NLEB,you may be required to obtain a permit from the US Fish and Wildl fe Service and DEC. b. For cutting of trees in occupied NLEB habitat outside of the 1/4 mile buffer around hibernacula or within 5 miles of a summer occurrence: The following arerestrictions that must be followed for forest management activities at this time of year: o Leave unci t all snag and cavity trees unless their removal is necessary for protectonof human life and property. For the purposes of this guidance,l�rotection of human life and property includes removal of trees that, i)f not removed, could result in the loss of electric service. Snag and cavity trees are defined under DEC Program Policy ONR- DLF-2 Re�ention on State Forests. o Leave uncut all known and documented roost trees, and any trees within a 10-foot radius of a documented summer occurrence. o Please not6 that if you plan any tree clearing activities within 150 feet of a summ r occurrence for NLEB during June or July,you may be Page 15 Greenport Medical OM es&Apartments: Determination of Significance required to obtain a permit from the US Fish and Wildlife Service and DEC. o If any bats re observed flying from a tree, or on a tree that has been cut, forestr�activities in the area should be suspended and DEC Wildlife sta f notified as soon as possible. If a project cannot foll w the restrictions above, a permit from DEC under Part 182 would be required. November 1 to March 31 (Clearing can occur) During this period of time, the NLEB are inactive and are within the hibernation sites. • No cutting of any trees may occur within the 1/4 mile buffer around a hibernation site. • No activities that may result in disturbance to a hibernation site including,but not limited to, actions that wo�ld alter the hydrology, increase noise or introduce fill may occur. o Please note that if you plan any development or tree clearing activities within 1/4 mile of a hibernation area for NLEB,you may be required to obtain a permit from the US Fish and Wildlife Service and the DEC. • For cutting of trees outside)I of the '/4 mile buffer around hibemacula: o No restrictions,with the following voluntary measures recommended: ■ Leave uncut all known and documented roost trees, and any trees within a 150-foot radius of a documented summer occurrence. ■ Leave uncut all snag and cavity trees unless their removal is necessary for protection of humlife and property. For the purposes of this guidance, protection of hum life and property includes removal of trees that, if not removed, could result in the loss of electric service. Snag and cavity trees are defined under DECProgram Policy ONR-DLF-2 Retention on State Forests. The NYSDEC contact for the NLEB is Ms. Michelle Gibbons at(631)-444-0306. Potential moderate to large adver,a impacts to the NLEB will be minimized by avoiding vegetative clearing during breeding and hibernation seasons. Based on the foregoing condition , all significant adverse impacts to vegetation and wildlife have been mitigated to the greate t extent practicable. Adverse impacts to plants and animals are expected to be low. 19. Consistency with Community dans The proposed action is not in onsistent with community plans. The apartment use requires special exception approval under §280-38(B)(3). Apartments may be permitted over business and professional offices as regulated by § 280-45B(4)(a) Page 16 Greenport Medical Offices&Apartments:Determination of Significance through (f). Professional office (medical) use is a permitted use in the Residential Office zoning district. The purpose of the RO zoning district is: The purpose of the Residential Office (RO) District is to provide a transition area between business areas and low-density residential development along major roads which will provide opportunity for limited nonresidential uses in essentially residential areas while strongly encouraging the adaptive reuse of existing older residences, to preserve the existing visual character of the Town and to achieve the goals) of well-planned, environmentally sensitive, balanced development, which the Town has determined to be desirable. The proposed mixed use is not in conflict with the purpose; however, the intensity of the proposal may exceed the intent for this district to be transitional between commercial uses and residential uses. The Planning Board condition above to remove one building will mitigate this by providing for a less-intense development and increased buffers for the transition areas to residences. The proposed project is not fully consistent in its dimensions and location of all structures, setbacks,size of the structure(s)and overall scale and intensity with existing land uses.The surrounding land use is comprised of medium to high-density residential to the south,north, west, and east. A large commercial parcel (1.86 acres) with a six-room hotel and bar is located to the north across NY State Route 25. A total of 20 residential uses and 2 commercial uses occurs immediately adjacent to or across the roadways from the parcel. The Planning Board condition above to remove one building will improve the proposed development's compatibility with the surrounding land uses. Four (4) Mixed Use buildings (2- story ±10,400 gross sq. ft. each) are proposed totaling 41,600+/-square feet. Each building will contain ten(10)Workforce Housing Apartments: o Four(4) studio apartments @ 350 gross sq. ft. o Six (6) one-bedroom apartments @ 411 —545 gross sq. ft The parcel abuts two primary roadways in the town that allows vehicle access to be properly sited and minimizes impacts to adjacent neighborhoods by not adding more traffic to the secondary roadways. The proposed action may create a demand for additional community services(e.g.,schools, police, and fire). The apartments on the second-floor range in size four (4) studio apartments @ 350 gross sq. ft. and six(6)one-bedroom apartments @ 411 —545 gross sq. ft. It is expected that due to the size of the apartments, the number of school-age age children occupying them will be relatively low. A moderate to a large increase in school- age children is not expected. Additional demand for police response is expected; however, police response is incident driven and therefore, a level of increase cannot be accurately determined, however the Planning Board condition above to remove one building will reduce the potential impacts on public safety. Page 17 Greenport Medical Offices&Apartments: Determination of Significance The Southold Town Comprehensive Plan supports the proposal. During the Hamlet Study and subsequent Hamlet Stakeholder meetings, residents of the hamlet of Greenport West expressed a vision that supported new housing opportunities for the workforce, as well as more high-quality jobs. Consistency with Southold Town Comprehensive Plan Chapter 7. Economic Development. Objective 1.8 Seek to reverse the "brain drain"through the attraction and retention of recent college graduates and young professionals to the Town's diverse workforce. The mixed-use of medical offices and affordable apartments allow lower-income professionals to live in the Town. The Town's large senior population and relatively small population of college-aged persons and young professionals support the need to diversify its population for a sustainable future. The uses proposed would support job opportunities— including entry-level and professional positions—that meet the needs of recent college graduates and young professionals (Southold Comprehensive Plan 2020). Objective 1.9 Ensure the provision of various housing options for the Town's growing senior population. Objective 1.10 Continue to support the arts industry through the provision of live/work space in appropriate areas of the Town. Artisans, gallery owners, actors, musicians, painters, instructors, and local craftsmen all enliven hamlet centers and enhance the quality of life. The Town should ensure the provision of studio space and/or affordable live/work spaces in appropriate areas of the Town Such space could take the form of studios located above other uses or could be designated vacant buildings converted to studio space and/or business incubators for young artists in the community. The proposal locates studio and one-bedroom apartments above medical offices and supports this objective. This type of development should be targeted to the Town's hamlet centers to increase vitality and the overall strength of the industry in town. The proposal is not located within the hamlet center;however, it is located in the HALO and north of the largest and only village in the town, the Village of Greenport. The village is accessible from the site. Chapter 8 Housing Goal 1: Create Affordable Housing Objective 1.2 Encourage the development of new, diversified housing to help meet the needs of current year-round residents, including senior citizens and local workers. Page 18 Greenport Medical Offices&Apartments:Determination of Significance The proposed action would provide an opportunity for housing in this population sector. Chapter 11 Human Services. Goal 11:Housing for Persons with Human Services Needs Persons with human services needs have acute housing needs that may be different from those of the general population. Safe and affordable housing is vital to a community's stability. Many residents are in need of affordable housing, particularly low-income individuals and families who rely on government subsidies. The proposed action would provide an opportunity for housing in this population sector. Objective 11.1. Provide additional diversified housing from existing stock in all of the Town's hamlets to help meet the needs of current year-round residents. 20. Consistency with Community Character The proposed action is expected to have a low adverse impact on community character. Community character is defined in many ways. The existing character of the area can be defined as a mix of high-density residential and low-density commercial uses. The parcel is north of the only village in the town,the Village of Greenport. The village is large, a tourist destination, and contains many commercial and residential uses that generate traffic congestion and volume at the C. R. 48 and NYS Route 25 intersection located just northwest of the parcel. These traffic patterns have prompted the NYS Department of Transportation to construct a traffic-calming traffic circle at the intersection of C.R.48 and NYS Route 25.The traffic,circle is expected to improve traffic flow in the area and is mitigative to the proposed increase in traffic:'resulting from this proposal. The proposed uses of medical offices and affordable apartments are not in conflict with the uses of the area. Further, the architecture of the three proposed buildings, with the preservation of existing vegetation and 50' wide setbacks to NYS Route 25 in the north and greater than 50' setback from the western property boundary,are not discordant with the area. The affordable apartments(residential use)are in character with the surrounding high-density single-family residences. The viewshed of.the users of NYS Route 25 will be dominated by vegetation (existing and planted) as they travel to the,north, south, east, and west along the roadway.' Structures taller than.the predominant vegetation will be introduced;however,the massing of the buildings will not be obtrusively visible to users traveling public roadways due to the preservation of the existing trees on site and additional landscaping proposed in the east and north of the site. Finally, the Planning Board conditions in the preceding sections of this document will mitigate impacts to community character.It is for these reasons that the Planning Board finds that the adverse impacts to the community character are low. Page 19 Greenport Medical Offices&Apartments:Determination of Significance For Further Information Contact: Donald J. Wilcenski, Chair Town of Southold Planning Board Town Hall Annex P.O. Box 1179 Southold,New York 11971 Telephone: (631) 765-1938 Copies of this Notice Sent to: NYS DEC Environmental Notice Bulletin Town of Southold, Supervisor's Office Town of Southold, Town Clerk Town of Southold,Planning Board Town of Southold, Zoning Board of Appeals (Involved Agency) Village of Greenport Trustees (Involved Agency) Town of Southold Transportation Commission Town of Southold Architectural Review Committee Suffolk County Department of Environment and Planning Suffolk County Dept. of Health Services Office of Wastewater Management (Involved Agency) Suffolk County Department of Environmental Quality Suffolk County Water Authority NYS Dept. of Environmental Conservation, Commissioner,Albany NYS Dept. of Environmental Conservation, Regional Office, Stony Brook NYS Dept. of Transportation(Involved Agency) Applicant Page 20 OREENPORT MEDICAL OFFICES AND RESIDENCES TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW FORK (SCTM 1000-34-2-1) TRAFFIC IMPACT ASSESSMENT RECEIVED ENOsou v 0 12022. of Town Planning Board OCTOBER 26, 2022 LIKitIA L.K. McLean Associates,P.C. 437 S. Country Road,Brookhaven,NY 11719 TABLE OF CO TENTS Page 1.0 Introduction............................................................................................................................ 1 2.0 Existing Traffic Conditions....................................................................................................2 3.0 Future '.'No Build" Traffic Conditions..................................................................................4 4.0 Proposed Site Trip Generation,Traffic Distribution and Trip Assignment..................5 5.0 Driveway Intersection Location and Capacity Analysis...................................................6 6.0 Pedestrian and Bicyclist Considerations............................................................................7 7.0 Accident Analysis...................................................................................................................8 8.0 Proposed Traffic Mitigation.................................................................................................9 9.0 Recommendations.............................................................................................................. 11 Appendix 2025 (Estimated Time of Completion) Traffic Volumes at the Roundabout Site Generated Weekday AM and PM Peak Hour Volumes—Original Proposal, Drawings VOL-01 and VOL-02 Westerly Driveway Intersection Capacity Analysis Results--Original Proposal Site Generated Weekday AM and PM Peak Hour Volumes—Downsized Proposal, Drawings VOL-03 and VOL-04 Westerly Driveway Intersection Capacity Analysis Results--Downsized Proposal Driveway Intersection Sight Distance—Drawing SD-01 7.0 INTRODUCTION The project is located 'at the southeast corner of the intersection of Main Street (NY 25) and North Road (County Road 48/NY 25) in Greenport. A Location Map (Figure 1) is shown on the following page. The project proposes to construct four campus-style mixed use buildings on a vacant 4.7 acre parcel i.n the RO Zoning District. All four buildings will consist of three units of medical office space (4,847 SF) on the first floor, as well as ten workforce apartments on the second floor, with the exception of only five apartments in one of the buildings (35 total apartments). A Site Plan (Figure 2) follows the Location Map. Special exception approval is required by the Town Code to permit construction of apartments above professional offices. This Traffic Assessment focuses on potential traffic impacts of the project, using the State Environmental Quality Review Act (SEQR) as the guideline for the determination of any required mitigation measures for traffic impacts. The proposed reconstruction of the adjacent NY 25/CR 48 intersection by the;NY.State Department of Transportation (NYSDOT) has an effect on the scope of work to determine the traffic impacts of this project, as well as the location of the site's roadway access points.,; The reconstruction project will provide a roundabout at the intersection, as well as roundabout approach roadways. In Figure 3, NYSDOT's alignment of the roundabout and its approach roadways is superimposed on the development's Site Plah for the Revised Proposal. Federal and State funds have been programmed for the NYSDOT reconstruction project, and the project's (PIN 0801.01),current schedule is as follows: • Construction is expected to begin in Winter 2023/2024 • Construction is expected to be completed in Fall 2025 (three years from the date of this assessment). NYSDOT is fully aware of the development, and will be acquiring property from the developer of the site in order to construct the project (see NYSDOT property acquisition line on Figures 2 and 3). In its May 2022 Draft of the Final Design Report for the project, NYSDOT's consultant developed traffic volume projections for the Estimated Time of Completion (ETC) of the project. Since the completion of the proposed development is expected to approximately coincide with NYSDOT's construction completion, the approach utilized in this assessment is to use NYSDOT's ETC traffic volumes as the "No Build" traffic volumes along NY 25. at the site's two access driveways, in order to assess the traffic capacity of the driveway intersections. GREENPORT MEDICALDFFICES AND RESIDENCES PAGE I GrAPOIL 3 , Southold , ., '4.i •`b tom,;'. -°� } - 't � .�`a .�I 5 vim.. r� P-� Cutchogue Sag _ • .i . r•E4a " •d,K ,a., ,,,5<„'l``s�' �' -.�€ - f .56 "-.� y.,,�..t._ +n _'4. *s... t :s "`' zi '' ,�j `, r. •i .• .s Hampton i ROW `�' �' i F .r ! r '� - , f •S• 7 • -,fid v � t �7an� y • . _ ,t,�d.�ia�' .�'~s_ . � � l.'.• ' - ,.sem a�a�[c� � ���� r� }�'#Y f 3i •+ y ` moi[. 3• i ; j`' • gF 1 ,. a� �.!t 'rc .�. 'ate;. t � � h-�s^•.";i .+.�' .. =Er-.�, ',rr�-�- �. �. ,. � '` ;- » ^ � _;'v :ice g. �7 Z LL°'�` e�• �� T - 1lrrrr���� •• a e"v+°� -roar' ��'z='.'J ���n�Hw Nay�.s�tl�a6 urY •u.�_ .0 3..:. .r. -i�'' - --"- _ :''.moo. ' r n — 71 �.. ,i ° � �('.r�r+�� FD CYC"u i�FA'•,�R .f d�ti� 1 I ..i �i3 I r.✓uor ; � _ O ® e�y.._.®.. ...,.. ,_ H, a •• ' t•-^•-----C'_—_ __ •2� Itis AP ..,cw — •....,e.�_...o....,..T Wim• ... ........ F ' S 60 •'49 KNAPP PLACE s "V - -• ZO' EXISTING TRAFFIC.CONDITIONS Roadway Network As noted, NYSDOT will be reconstructing the NY 25/CR 48 intersection with a roundabout. The intersection is currently controlled by a Stop sign facing northbound motorists on NY 25 East who desire to turn left onto CR 48, as well as by Yield signs, one facing northbound motorists on NY 25 East who are turning right onto NY 25 East/North Road, and another facing motorists turning right from eastbound CR 48 onto NY 25 West, heading to downtown Greenport. The current roadway conditions adjacent to'the site are summarized.below: • County Road 48/North Road: This is the roadway west of the NY 25/CR 48 intersection. It consists of a single lane in each direction, with paved shoulders. The posted speed limit is 45 mph in the vicinity of the project site. The roadway is designated as NY State Bike Route 25, but the shoulders are not marked as bike lanes. + NY 25/North Road,.east of the NY 25/CR"48 intersection: NY 25 consists of a single lane in each direction, with paved shoulders. The posted speed limit is 45 mph in the vicinity of the project site. The roadway is designated as NY State Bike Route 25, but the shoulders are not marked as bike lanes: + NY 25/Main Street south of the NY 25/CR 48 intersection: NY 25 consists of a single lane in each direction, with paved shoulders. The posted speed limit is 30 mph in the vicinity of the project site. • Sound Road: Sound Road intersects the north side of NY 25, about 100 feet east of the main NY 25/CR 48 intersection, and only about 30 feet offset from the north-to- eastbound NY 25 right turn connecting lane. It has a 30 mph posted speed limit and carries two-way traffic on an unmarked pavement. The S92 Suffolk County Transit Bus Route, a heavily utilized route, runs from East Hampton on the South Fork, through Riverhead and onto the North Fork, and along NY 25 through the NY 25/CR 48 intersection. Current service on weekdays and weekends between downtown Greenport and Orient Point occurs at variable intervals during the peak ridership times of the day. There are no bus stops in the vicinity of the site. The Suffolk County Department of Planning and the Environment is,currently conducting a "Reimagining Transit" Study which is evaluating bus service on all of Suffolk Transit's routes. Site Traffic Observations An LKMA Traffic Engineer conducted field observations on the roadways in the vicinity of the site during mid-day Saturday September 3, 2022 (Labor Day weekend). Photos appear on the following page. Since the Cross Sound Ferry to Connecticut is located only eight miles to the east, "platoons" of vehicles destined to and from the ferry terminal pass through the NY 25/CR 48 intersection. Eastbound vehicles on CR 48 may be traveling well in excess of the posted speed limit when ferry departure times are approaching, as delayed motorists attempt to'make' their reserved ferry departure time. Westbound motorists who have,exited the ferry approach the CR 48/NY 25 intersection in clusters of vehicles. GREENPORT MEDICAL OFFICES AND RESIDENCES PAGE 2 .+b"mx41 yAS \ 6S'b13 ' s� d Looking south at the NY 25XR 48 intersection, showing the S92 Suffolk Transit bus from Orient turning left onto westbound NY 25 toward downtown Greenport. ,,,,,„,wd ;%,,�",=+��.a���:,.y 3�r�s✓.�' .. F' .u:�' 1:�::�'�'✓„ 4�,h:"r�'...}s:rr ,,,,»�.trr'.,'a,.:�-.::n,"s.. '. r Looking east of the NY 25 intersection from CR 48. Left turning motorists from downtown Greenport have difficulties turning left onto CR 48, needing to wait for both westbound NY 25 motorists, who are awaiting a gap in oncoming eastbound CR 48 traffic to turn left,as well as eastbound CR 48 vehicles proceeding through the intersection. GREENPORT MEDICAL OFFICES AND RESIDENCES PAGE 3 3.0 FUTURE"NO BUILD"TRAFFIC CONDITIONS As noted in the Introduction, NYSDOT's roundabout ETC traffic volumes are being utilized as the "No Build" traffic volumes along NY 25 at the site's two access driveways, in order to assess the traffic capacity of the proposed site driveway intersections. NYSDOT's traffic volumes include appropriate traffic growth factors, as well as consideration of other identified private development projects in the vicinity of the site which may result in traffic volume increases. In NYSDOT's Design Report, extensive traffic capacity analyses were performed for the existing dual "T" intersection configuration at NY 25/Main Street with CR 48/North Road, i.e. with the NY 25/Main Street intersection with CR 48/North Road considered the west intersection and NY 25/North Road with Sound Road considered the east intersection. The analyses note poor Levels of Service (LOS) for vehicles turning left from northbound NY 25 onto CR 48 at the west intersection. The Report then indicates the pursuit of the reconstruction of the existing "T" intersection of NY 25/Main Street with CR 48/North Road into a roundabout as a measure to mitigate the poor LOS,with the following results excerpted from the report. , SIGNALIZED INTERSECTION CAPACITY ANALYSIS SUMMARY (EXISTING CONDITION-2017) NYS Route 25 at CR 48!Sound Road Level of Ser,,ice and Delays (sec) ETC+20 Mitigation 1 (Roundabout) AM PFAK MIDDAY PEAK PM PEAK LANE GROUP MOVEMENT Queue v1c ratio Delay LOS Queue v1c ratio Delay LOS Queue v1c ratio Delay LOS (ft) (sec) (ft) (sec) (ft) (sec) EB LTR 3 0.53 9.6 A 3 0.49 9.4 A 2 0.44 8.4 A we LTR 2 0.40 6.9 A 4 0.61 11.0 B 6 0 69 13.4 B NB LTR 1 023 6.7 A 2 0.38 8.3 A 2 0.34 7.4 A SB LTR 0 0.03 5.0 A 0 0.05 6.8 A 0 0.05 7A A OVERALL 0.53 8_1 A J 0.61 1 9.8 A 0.69 10.6 g Notes: 1 The capacity analysis is conducted by SYNCHRO.version 10_which utilizes the Highway Capacity Manual. 2. For LOS definition. see Appendix C-3. Constrained traffic operations are presented in "Bold" letter font on this table. 3.WB=Westbound_ EB=Eastbound. NB = Northbound. SB =Southbound 4_ LTR=Shared left.thru and right movement 5. x Overall v!c ratio is actually max v1c ratio of an approach within the intersection. However. delay and LOS values are based on the weighted average of all signalized intersection approaches_ 6. Queue (ft)shows 95th Percentile queue length in feet. GREENPORT MEDICAL OFFICES AND RESIDENCES PAGE 4 The table indicates that with a roundabout, and for all weekday time periods 20 years after completion of construction, the overall Levels of Service (LOS) are A or B. The LOS is based on both the average delay per vehicle and the Volume-to-Capacity (v/c) ratio. When completed, the proposed development will generate a minor amount of traffic, a 6% increase at the roundabout relative to the estimated traffic volumes there in 2025 in the AM and PM peak hours. Since the proposed roundabout, now incorporated into DOT's construction contract, will operate at a very good LOS, the small amount of traffic generated by the proposed development will have a minor, if any, impact on the LOS. Therefore, with adequate available capacity the roundabout can easily accommodate the generated traffic (more information on Trip Generation is presented in Section 4.0). 4.0 PROPOSED SITE TRIP GENERATION TRAFFIC DISTRIBUTION AND TRAFFIC ASSIGNMENT Vehicular trips to and from the developed site during the weekday morning and afternoon peak hours were generated using the Institute of Transportation Engineers' (ITE) Trip Generation Manual, Ilth Edition. Due to the uncertainties associated with the County's potential rescheduling of S92 Bus Route service, as contemplated in the County's current Reimagining Transit Study, no credit for a reduction in vehicular trips was taken for anticipated trips to the site using the bus. In reality, some workers and medical office patients will utilize the bus to the site if bus stops are established in the vicinity of the site. The following ITE Land Use categories were utilized: • 720—Medical Office Building • 220—Multifamily Housing (Low Rise) Below are the anticipated entering and exiting vehicles, for the Original Proposal: Time Period Entering Vehicles Exiting Vehicles Weekday Morning Peak Hour (7:45-8:45 AM) Medical Offices 48 13 Apartments 8 26 TOTALS 56 39 Weekday Evening Peak Hour (4-5 PM) Medical Offices 23 54 Apartments 23 13 TOTALS 46 67 Given that the medical offices generate the majority of trips, and that their anticipated usage on a Saturday would be significantly lower (ITE has data with an insufficient sample size for Medical Office Buildings on Saturdays), a Saturday peak hour was not necessary to analyze. Based on the local population distribution, as well as the traffic flow efficiency of the roadway routes to the site, the following trip distribution was utilized for trips to/from the site: GREENPORT MEDICAL OFFICES AND RESIDENCES PAGE 5 • To/from the west via CR 48-55% • To/from the south via NY 25-35% • To/from the east via NY 25-10% Generated traffic was assigned to these roadways based on the distribution. .5.0 DRIVEWAY INTERSECTION LOCATIONAND CAPACITYANALYSIS The Site Plan indicates two driveways from the site to NY 25, located as follows: • A westerly (in terms of the direction of travel on NY 25) driveway to north-south Main Street, with its southern curb line located 19' feet from, and parallel to, the project's southerly property line • An easterly driveway to east-west NY 25/North Road located about 300' east of the proposed roundabout. This driveway is located at the point where NYSDOT's property acquisition for the roundabout terminates The westerly driveway access is located nearly as far south as possible. Because the speeds of eastbound through vehicles coming from CR 48 will be significantly lower in the future along the site's north frontage when vehicles are coming out of the roundabout, the easterly driveway location is best where shown on the Site Plan. Moving the driveway further to the east and further from the roundabout will increase eastbound approach speeds, making it potentially less safer for motorists to make right turns onto eastbound NY 25. It should be noted that NYSDOT's Design Report has future traffic volumes for NY 25 at both driveway access locations; however, those volumes were anticipated for a project ETC of 2023. As previously noted, the project ETC will be in 2025; therefore, these volumes were increased to the year 2025 using traffic growth factors. Given the locations of the driveways with respect to the roundabout, and considering DOT's proposed alignment of the approaches to the roundabout, in order to optimize safety at the driveway intersections the following turn prohibitions were assumed in performing the driveway intersection capacity analyses: • At the westerly driveway, southbound left turns to enter the site would be prohibited. These turns can be made as right turns entering the main site access (easterly driveway). As a result, motorists entering from the west would continue through the roundabout and instead make right turns to enter the site at the easterly driveway. Motorists entering the site from the east would use the roundabout to safely execute a U-turn, and then make right turns to enter the site at the easterly driveway. • At the easterly driveway, left turns entering and exiting the site would be prohibited. Instead, motorists who exit the site and desire to travel west on CR 48 would turn right from the westerly driveway onto northbound Main Street, then travel around the roundabout to access westbound CR 48. As noted above, motorists entering the site from the east would use the roundabout to safely execute a U-turn, and then GREENPORT MEDICAL OFFICES AND RESIDENCES PAGE 6 make right turns to enter the site. For those exiting motorists who desire to head south on Main Street, instead of turning left from the easterly driveway and using the roundabout to proceed southerly, they would turn left from the westerly driveway directly onto Main Street. Driveway intersection capacity analyses for the Revised Proposal were performed in accordance with Synchro Version 11 Software, which is based on the 6th Edition of the Transportation Research Board's Highway Capacity Manual Given that only 10% of the site's exiting traffic at the easterly driveway would execute a right turn, causing a negligible effect on intersection capacity, capacity analyses were not performed there. Capacity analysis results for the proposed westerly driveway intersection with Main Street are as follows. The LOS for unsignalized intersections is based on the average delay per vehicle for the most critical turning movement at the intersection. Weekday Peak Hour Time Period Critical Movement Level of Service Morning Westbound Left + Right Turns B Evening Westbound Left + Right Turns B Stop Line Sight distance measurements were taken in the field in the approximate driveway locations, in accordance with AASHTO guidelines. Figure SD-01 with this information, as well as photographs, is included in the Appendix. For the westerly driveway, the approximate Intersection Sight Distance (ISD) for motorists looking to the left exiting the site is estimated at 285 feet,which corresponds to a roadway Design Speed of 25 mph, less than the 30 mph posted speed limit. The ISD is restricted by a row of large trees in the existing Right of Way of NY 25, between the sidewalk and curb. During construction of the driveway, actual measurements of the sight distance should be obtained, to determine if one or more of the trees should be removed to provide adequate ISD. There is an additional ISD restriction looking to the right from the easterly driveway; however, with the recommended prohibition of exiting left turns from that driveway the ISD restriction is not applicable, as'exiting motorists will only be executing right turns. 6.0 PEDESTRIAN AND BICYCLIST CONSIDERATIONS The Permits Section of NYSDOT has commented that a bus stop should be provided at the site. An eastbound bus stop along the north frontage of the site would conflict with NY Bike Route 25, which runs along the shoulders along NY 25, and continues west along CR 48 on the shoulders there. Bus stops in both directions of NY 25 could be authorized by Suffolk County Transit on Main Street following roundabout construction, in the 10' minimum width shoulders. The stops would be located north of the westerly driveway. Future bus stop locations are shown on Figure 3. GREENPORT MEDICAL OFFICES AND RESIDENCES PAGE 7 To optimize pedestrian safety, the applicant proposes to reconstruct the existing 4' wide sidewalk on the east side of Main Street with a 5' wide ADA-compliant sidewalk, from the north side of the westerly driveway to the limit of NYSDOT's sidewalk construction under the roundabout project, as shown on Figures 2 and 3. Passengers exiting buses on the west side of Main Street can walk a short distance to utilize the south roundabout crosswalk to cross Main Street. On the east side of Main Street, passengers exiting buses can then use new sidewalks to enter the site, adjacent to either the westerly or easterly driveway. 7.0 ACCIDENT ANALYSIS The NYSDOT Project Design Report contained a three-year accident (crash) analysis of the NY 25/CR 48 intersection: Noteworthy in the accident analysis was a high percentage of rear-end accidents occurring ';on the north-to-eastbound right turn connecting roadway carrying eastbound NY 25 traffic and jappr6aching a Yield sign. These accidents are numbered 3, 4, 5, 6, 7, 11, and 12 on the diagram on the following page. All of these accidents involved an initial vehicle stopped at.the,Yield sign being rear-ended by a following vehicle. The acute angle of the ramp connection with NY 25/North Road, coupled with the speeds of approaching vehicles; on eastbound CR 48 onto eastbound NY 25, are conditions which contribute to the driver of the first vehicle stopping to look over his shoulder at an approaching vehicle to see if he has an acceptable safe gap in traffic to proceed beyond the Yield sign. Given the Yield sign, the driver may be rolling at a low speed as he looks over his shoulder at the skewed intersection, and may actually start to turn before he realizes the gap is unacceptable and then stops abruptly. The following driver, seeing the first vehicle moving forward, may think the vehicle has proceeded and after he turns around and views an acceptable gap, immediately proceeds forward without looking. There is no need to update NYSDOT's accident analysis, because construction of the roundabout will reduce the number of significant (injury) accidents at the NY 25/CR 48 intersection and its approaches. This will occur because right-angle type collisions occurring at intersections with Stop sign control (e.g. for the northbound-to-westbound left turn movement) often result in injuries, sometimes severe, to vehicle occupants. The conflicting accidents at roundabouts involving vehicles approaching from different directions are low speed-merging accidents, most of which do not result in injuries. The roundabout will reduce the speed of eastbound vehicles at the eastern driveway access, because these vehicles arriving there will be traveling at lower speeds after exiting tfie roundabout than the current speeds of eastbound vehicles from CR 48. The minimal traffic volume increases associated with the proposed development will not result in a significant increase in accidents at the roundabout. GREENPORT MEDICAL OFFICES AND RESIDENCES PAGE 8 Mu 14 t0 1 ... 8 g 12 r 4 7 4 9 ti Seven of the 16 accidents (44%) with available details involved rear end collisions at the northbound-to-eastbound yield sign. 8.0 PROPOSED TRAFFIC MITIGATION In order to further limit the potential for traffic capacity and safety impacts, downsizing the proposed development has been proposed by the developer. The revised proposal consists of the deletion of one of the proposed buildings. Each of the three proposed buildings will now accommodate three units of medical office space (4,847 SF) on the first floor as well as ten workforce apartments on the second floor,for a total of 30 apartments. The figures on the following pages depict the proposed project: • Figure 4—Revised Site Plan, dated October 26, 2022. With the elimination of the westernmost proposed building under the downsized proposal, the westerly driveway to north-south Main Street was able to be moved further north to increase its buffer from residences along the south property line. In order to maintain the maximum distance from the proposed roundabout, the driveway was curved, to intersect with Main Street approximately 16' feet from the project's southerly property line in order to ensure that the proposed south curb radius meets the existing curb just north of the south property line. GREENPORT MEDICAL OFFICES AND RESIDENCES PAGE 9 ® Figure 5—Revised Site Plan, dated October 20, 2022, showing NYSDOT's alignment of the roundabout and its approach roadways, along with NYSDOT's property acquisition line for the roundabout project Downsizing the project results in decreased trip generation. The table below indicates the proposed trips in the weekday morning and evening peak hours, and a comparison with the number of trips generated by the Original Project Proposal. Time Period Entering Vehicles Exiting Vehicles Weekday Morning Peak Hour (7:45-8:45 AM) Medical Offices 36 9 Apartments 8 24 44 (reduced from 56) 33 (reduced from 39) Weekday Evening Peak Hour (4-5 PM) Medical Offices 17 40 Apartments 21 12 38 (reduced from 46) 52 (reduced from 67) As in the Original Proposal, due to the uncertainties associated with the County's potential rescheduling of S92 Bus Route service, as contemplated in the County's current Reimagining Transit Study, no credit for a reduction in vehicular trips was taken for anticipated trips to the site using the bus. In reality, some workers and medical office patients will utilize the bus to the site if bus stops are established in the vicinity of the site. When completed, the downsized development will generate a minor amount of traffic, less than a 5% increase in traffic volumes at the roundabout relative to the estimated traffic volumes there in 2025 in the AM and PM peak hours, compared with a 6% increase in the Original Proposal. Since the proposed roundabout will operate at a very good LOS, the amount of traffic generated by the downsized development will have a minor, if any, and lesser impact on the LOS than the Original Proposal. Therefore, with adequate available capacity the roundabout can very easily accommodate the generated traffic. As with the Original Proposal, given that only 10% of the site's exiting traffic at the easterly driveway would execute a right turn, causing a negligible effect on intersection capacity, capacity analyses were not performed there. The LOS for unsignalized intersections is based on the average delay per vehicle for the most critical turning movement at the intersection. Under the Downsized Proposal, the average delays per vehicle are reduced slightly, and the revised very good LOS results for the proposed westerly driveway intersection are identical to those in the Original Proposal, and are as follows: GREENPORT MEDICAL OFFICES AND RESIDENCES PAGE 10 N 61'55'09"C v NIIP..H SHAH498 74' Ma M I � S 6220,39-w ...... ..... m —14 MM I ozOM S RIWP P-14CE 60'30'49"V -WOT-F To-;-E m Doom Cd 1N ai lStl(135�3MONn 6tl tln91! �.........—a.., — C6'6L 37V"d ddVN;/ m.,.. .<.•.........-�.. I'___111 Z � _- _�^ .... m,.-..s, - .A..•. �Y�.-...s..,-..,.:..m 1 .8i'>6i ' ..6E.0229 S I - - '1 '•'.59dSf I r..6f.02.29 S =--- ._ .�� ,rte•��. .;T` n._. - _ -tn •JI •_'-•—._._� `, — _ _ 'I, �` Cs t:�'! ;'°qac`G'"", ��'{�;,• •,'• -•-� ••A I L',-y,� _ �' _ � DAO • SLS I ------ � ,�� �Ate, ��P�-• 1 >, � `, •�, �, mom.--�a - ��:,�".,. ��A� m� .; � �® _ � _,�. ro `'I'`'.} � „t�f,;,�,%.>;�,,�'���.';���5'v.'t �:�''�r�,ruN'�,y"�:-•-ro:u.d;,ts,:� ,........• a r —79-�' 's v-=vim•;. _ -�, +,mum,m••.� -_ ,8L'B`6b N .r..•..+ave..® 13;lis ICAs•c u � Weekday Peak Hour Time Period Critical Movement Level of Service Morning Westbound Left + Right Turns B Evening Westbound Left + Right Turns B 9.0 RECOMMENDATIONS Given the locations of the driveways with respect to the roundabout, and considering DOT's proposed alignment of the approaches to the roundabout, in order to optimize safety at the driveway intersections the following recommendations can be made: • At the westerlydriveway, southbound left turns to enter the site should be prohibited • At the easterly driveway, left turns entering and exiting the site should be prohibited Since the proposed roundabout, now incorporated into DOT's construction contract, will operate at a very good LOS, the amount of traffic generated by the development will have a minor, if any, impact on the LOS. Therefore, with adequate available capacity the roundabout can easily accommodate the generated traffic. Since the reduced traffic generation under the Downsized Proposal will further reduce both the minor impact on the LOS of the roundabout, as well as average vehicle delays at the intersection of the westerly site driveway with Main Street, it is recommended that the Downsized Proposal be approved. In addition, the available Intersection Sight Distance (ISD) south of the westerly driveway will need to be measured during construction, in order to determine if one or more large trees within the existing NY 25 Right of Way should be removed to provide adequate ISD. GREENPORT MEDICAL OFFICES AND RESIDENCES PAGE 11 APPENDIX 2025 (Estimated Time of Completion) Traffic Volumes at the Roundabout Site Generated Weekday AM and PM Peak Hour Volumes—Original Proposal, Drawings VOL-01 and VOL-02 Westerly Driveway Intersection Capacity Analysis Results--Original Proposal Site Generated Weekday AM and PM Peak Hour Volumes—Downsized Proposal Drawings VOL-03 and VOL-04 Westerly Driveway Intersection Capacity Analysis Results--Downsized Proposal Driveway Intersection Sight Distance—Drawing SD-01 GREENPORT MEDICAL OFFICES AND RESIDENCES PAGE 12 TRAFFIC VOLUMES--NY 25/CR 48 INTERSECTION Source: NYSDOT Draft Final Design Report, PIN 0801.01 AM Peak Hour(7:45 to 8:45) Movement 2023 2025 EB-T 318 321 EB-R 110 111 "WB-L 115 116 WB-T -255 257 NB-L 65 66 NB-R 94 95 TOTAL 957 966 PM Peak Hour(4:00 to 5:00) Movement 2023 2025 EB-T 254 256 EB-R 107 108 WB-L 182 184 WB-T 456 460 NB-L 124 125 — NB-R 149 150 TOTAL 1272 1283 •� Tom, ,�A � . �.. •�+ V � � ' �`;r � �: t � ' r p e ` ,rF -. t �y�. f A t - � �� .rt}`,' #rx • "r a + s rt ' }•• t c • r � t - } - - •., -_. p 'r -' —..._��� .yam .9+"�'�`.x°'v-` 'F '�"' _. 1. • • .I 4 1"•�. 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Mvmnt Mvmnt Inter. Condition Mvmnt Mvmnt Inter. Mvmnt Inter. Delay V/C LOS Delay LOS Delay V/C LOS Delay LOS (sedveh) Ratio (sedveh) (sedveh) Ratio (sedveh) Build NB-TR 0.0 0.00 A 0.0 0.00 A ETC SB-LT 0.0 0.00 A 0.8 A 0.0 0.00 A 1.1 A (2025) WB-LR 10.3 0.05 B 11.9 0.40 B Lanes, Volumes, Timings 13: Main Street & Driveway 1 09114/2022 Larie`Group :WBL WBR NBT.:.;'NBR.,..: ,SBL: SBT Lane Configurations '�j�' T+ Traffic Volume(vph) 14 21 161 20 0 227 Future Volume(vph) 14 21 161 20 0 227 Ideal Flow(vphpi) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.918 0.985 Flt Protected 0.981 Satd. Flow(prot) 1678 0 1835 0 0 1863 Flt Permitted 0.981 Said.Flow(perm) 1678 0 1835 0 0 1863 Link Speed(mph) 30 30 30 Link Distance(ft) 196 220 348 Travel Time(s) 4.5 5.0 7.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj.Flow(vph) 15 23 175 22 0 247 Shared Lane Traffic(%) Lane Group Flow(vph) 38 0 197 0 0 247 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 12 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1 00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 9 15 Sign Control Stop Free Free Iriteisecfion'Summary Area Type: Other Control Type:Unsignalized Intersection Capacity Utilization 21.9% ICU Level of Service A Analysis Period(min) 15 BUILD AM PEAK HOUR ETC(2025) Synchro 11 Report RB Page 7 HCM 6th TWSC 13: Main Street & Driveway 1 09/14/2022 Intersection:.. =- Int Delay,s/veh 0.8 Movement VIf13L.:.WB ;NBT Lane Configurations +' Traffic Vol,veh/h 14 21 161 20 0 227 Future Vol,veh/h 14 21 161 20 0 227 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None Storage Length 0 - - - - Veh in Median Storage,# 0 - 0 - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 15 23, 175 22 0 247 t .v TMajor2; Conflicting Flow All 433 186" 0 0 197 0 Stage 1 186 - - - - Stage 2 247 - - Critical Hdwy 6.42 6.22 " - 4.12 Critical Hdwy Stg 1 5.42 - - - - Critical Hdwy Stg 2 5.42 - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 580 856 - 1376 - Stage 1 846 - - - Stage 2 794 - - - Platoon blocked,% - - Mov Cap-1 Maneuver 580 856 - 1376 Mov Cap-2 Maneuver 580 - - - - Stage 1 846 - - Stage 2 794 - - - - - HCM Control Delay,s 10.3 0 0 HCM LOS B ^'-^;:.x-- —..t� ..,,:r3 - — — v.` -'d'- - -•:.�,,�;.r .i' �^s;�:iJ' ix '��:-.>l':`F�`SF- s'a:':r: s.. � M`.'a`r�_ ..'X-"7 r F.: ,s n ,G '-=�,,'; "7 - FY_ ;5f,:.f.::`'`'• ;Tr d .br:c:. .,•_ •BL•'1.- �SBL,�.�SB; �%rt�'�:�u:.:t:..';.. �;.:',.f.W4�'�^,��..,��:«;:a��sLLh .a:.�_�.,`,.r+:_...._..�rt�=;nr:: Minor�Lane/Mator Mvmt.,M.k. sNBTF ,NBRW n _y. T-s�. '•"`'" Capacity(vetilh) - - 719 1376 - HCM Lane WC Ratio - - 0.053 - - HCM Control Delay(s) 10.3 0 - HCM Lane LOS - - B A - HCM 95th%tile Q(veh) - 0.2 0 - BUILD AM PEAK HOUR ETC(2025) Synchro 11 Report RB Page 8 Lanes, Volumes, Timings 13• Main Street & Driveway 1 09114/zoz2 f- t Lane;Gioup WBL WBR NBT;. NBR SBL Lane Configurations Traffic Volume(vph) 23 37 275 16 0 292 Future Volume(vph) 23 37 275 16 0 292 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.917 0.993 Flt Protected 0.981 Said.Flow(prot) 1676 0 1850 0 0 1863 Flt Permitted 0.981 Said. Flow(perm) 1676 0 1850 0 0 1863 Link Speed(mph) 30 30 30 Link Distance(ft) 157 220 348 Travel Time(s) 3.6 5.0 7.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj.Flow(vph) 25 40 299 17 0 317 Shared Lane Traffic(%) Lane Group Flow(vph) 65 0 316 0 0 317 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 12 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 9 15 Sign Control Stop Free Free Intersecfion�Suminary� - � : - - - Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 25.7% ICU Level of Service A Analysis Period(min)15 BUILD PM PEAK HOUR ETC(2025) Synchro 11 Report RB Page 7 HCM 6th TWSC 13: Main Street & Driveway 1 09/14/2022 Intersection.:. Int Delay,s/veh 1,1 Movement :r ., NBR. SBL :SBT. ._ Lane Configurations T4 c� Traffic Vol,veh/h 23 37 275 16 0 292 Future Vol,veh/h 23 37 275 16 0 292 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 25 40 299 17 0 317 MajorlMinor -' ' Mi'norl '•> �'`l�aioi'1`- 'Major2� - - Conflicting Flow All 625 308 0 0 316 0 Stage 1 308 - - Stage 2 317 - - - - - Critical Hdwy 6.42 6.22 4.12 Critical Hdwy Stg 1 5.42 - - - - Critical Hdwy Stg 2 5.42 - - - Follow-up Hdwy 3.518 3.318 . - - 2.218 - Pot Cap-1 Maneuver 449 732 - 1244 Stage 745 - - - - - Stage 2 738 - - Platoon blocked,% - - Mov Cap-1 Maneuver 449 732 - 1244 Mov Cap-2 Maneuver 449 - - - - - Stage 1 745 - Stage 2 738 - - - APAr�acli%r, .�;� •.Vi1B� - .�tVB�� '���=: s- - - - HCM Control Delay,s 11.9 0 0 HCM LOS B B� :N8^ 'W�_:3.SBL� Ihilirio%tarielNfator�Mamt•�f: N TR - Capacity(veh1h) 590 1244 - HCM Lane VIC Ratio - - 0.111 - - HCM•Control Delay(s) - - 11.9 0 - HCM Lane LOS - - B A - HCM 95th%tile Q(veh) - 0.4 0 - BUILD PM PEAK HOUR ETC(2025) Synchro 11 Report RB Page 8 11;P 7e' r * '� 4 t,•- s rrw'r F„. a- f+ +' ,rpt �` '- ... .. - 150 '��•�t 4 - .._�-..� � �M F,.-s. �._- z�.,.<.#_. --' iY`_siC ��TLR�•t0• •rT. _ �-e(� .l�i�ii' 3 ,^ r+E' .,r. -•,:4�' �.-;C'�:+`�-t'.` .tit='8�t••�•"_. ■�G�lrjll-r-��.-^. r,.: _, va ��� w,� ���'S�"�*. tr .�,e `-.�.w. - _r •-+--s--” ' '�`• •.e'c` 1 ,5'� ice:' '3.. t '•ejn ,-• 4 it` f. t ,, r 1. ,•' 4:.Y1 z'F ' � X` �r Cl �-Al i .,t� .1� . a r''+r" > g - �;y�.. .G'-' -.' i r• ;,! +c` t rs r t ��`t[ 1 : -A fir..tic {1 -� - r -F • �� - "`� �t•`y _ " ) `• Jly Ysa� „'a�• ,SS - "F 4 l T r]1M,'. ` Lr.. � �) yN t 4f- •1 t..'S 9 �'� T t .. �.. r���t� � ''�`";�� v''4,:a+' ,...,y, 4�r �\ i` � '• - . �' ;t,i k . .#` 3� #• .. ��t{� -.fr,,. _ - `,�"=' ' t �y��»:ti �-.,-.. .. r` e`�. 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TOM SOUTHROLD f!_ ISS '�nr•�'� COUNrY OF SUFFOLK ••.'• . - • r � SUFFOLKGREENPORT MEDICAL OFFICES AND RESIDENCES SYNCHRO LEVEL OF SERVICE SUMMARY FOR 2025 MAIN STREET AT PROPOSED WEST ACCESS DRIVEWAY 1 AM Peak Hoar PM Peak Hour Mvmnt Mvmnt Inter. Mvmnt Mvmnt Inter. Condition Mvmnt Mvmnt Inter. Mvmnt Inter. Delay V/C LOS Delay LOS Delay V/C LOS Delay LOS (sedveh) Ratio (sedveh) (sedveh) Ratio (sedveh) Build NB-TR 0.0 0.00 A 0.0 0.00 A ETC SB-LT 0.0 0.00 A 0.7 A 0.0 0.00 A 0.9 A (2025) WB-LR 10.2 0.05 B 11.7 0.09 B Lanes, Volumes, Timings 13: Main Street &Access Driveway 1 09/22/2022 Lane Lane Configurations ' Traffic Volume(vph) 12 18 161 15 0 227 Future Volume(vph) 12 18 161 15 0 227 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Util,Factor 1,00 1.00 1,00 1.00 1.00 1.00 Fri 0.918 0.989 Flt Protected 0.981 Said.Flow(prot) 1678 0 1842 0 0 1863 Flt Permitted 0.981 Satd.Flow(perm) 1678 0 1842 0 0 1863 Link Speed(mph) 30 30 30 Link Distance(ft) 138 220 348 Travel Time(s) 3.1 5.0 7.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj.Flow(vph) 13 20 175 16 0 247 Shared Lane Traffic(%) Lane Group Flow(vph) 33 0 191 0 0 247 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 12 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 9 15 Sign Control Stop Free Free Irltetsection Suni}ary n _ L5 Area Type: Other Control Type:Unsignalized Intersection Capacity Utilization 21.9% ICU Level of Service A Analysis Period(min)15 BUILD AM PEAK HOUR ETC(2025) Synchro 11 Report RB Page 5 HCM 6th TWSC 13: Main Street &Access Driveway 1 09/2212022 Int Delay,s/veh 0.7 Lane Configurations Traffic Vol,veh/h 12 18 161 15 0 227 Future Vol,veh/h 12 18 161 15 0 227 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None Storage Length 0 - - - - Veh in Median Storage,# 0 - 0 - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 13 20 175 16 0 247 -.,.._ ,..syr-..• .- - - , - Major'/Mmor:�,;�y�;. .,�Minor1s ..::=�!Major1_..;` -Maior22.. . •',''; - - - - --- - - Conflicting Flow All 430 183 0 0 - - Stage 1 183 - - Stage 2 247 - - - Critical Hdwy 6.42 6.22 - Critical Hdwy Sig 1 5.42 - - - - - Critical Hdwy Sig 2 5.42 - Follow-up Hdwy 3.518 3.318 - - Pot Cap-1 Maneuver 582 859 0 Stage 1 B48 - - - 0 - Stage 2 794 - - - 0 - Platoon blocked,% - Mov Cap-1 Maneuver 582 859 Mov Cap-2 Maneuver 582 - - - - Stage 1 848 - Stage 2 794 - - - - - :X HCM Control Delay,s 10.2 0 0 HCM LOS 6 BLn1!�'��'SBTr Mmor�LaneJMalorMvmty� iNBTNBRW Capacity(vefi/h) - 722 HCM Lane V/C Ratio - - 0.045 - HCM Control Delay(s) - 10.2 - HCM Lane LOS - - B HCM 95th%tile Q(veh) - - 0.1 BUILD AM PEAK HOUR ETC(2025) Synchro 11 Report RB Page 6 Lanes, Volumes, Timings 13: Main Street &Access Driveway 1 09122/2022 * I I t Lerie: Troup WBLvSBL, . ,SBT-:. .._. Lane Configurations Y 13" t Traffic Volume(vph) 18 29 275 13 0 292 Future Volume(vph) 18 29 275 13 0 292 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.917 0.994 Flt Protected 0.981 Satd.Flow(prot) 1676 0 1852 0 0 1863 Flt Permitted 0.981 Satd.Flow(perm) 1676 0 1852 0 0 1863 Link Speed(mph) 30 30 30 Link Distance(ft) 174 220 348 Travel Time(s) 4.0 5.0 7.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 20 32 299 14 0 317 Shared Lane Traffic(%) Lane Group Flow(vph) 52 0 313 0 0 317 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 12 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 9 15 Sign Control Stop Free Free Area Type: Other Control Type:Unsignalized Intersection Capacity Utilization 25.4% ICU Level of Service A Analysis Period(min) 15 BUILD PM PEAK HOUR ETC(2025) Synchro 11 Report RB Page 5 HCM 6th TWSC 13: Main Street &Access Driveway 1 09/22/2022 Inte'rs'ection;; Int Delay,s/veh 0.9 R,,,'-NBT: NBf3 Lane Configurations Y T+ Traffic Vol,vehlh 18 29 275 13 0 292 Future Vol,vehlh 18 29 275 13 0 292 Conflicting Peds,#Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 0 Grade,% 0 - 0 - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 20 32 299 14 0 317 r,-" �Minorl .Majorl •Y�Major24" • Conflicting Flow All 623 306 0 0 - - Stage 1 306 Stage 2 317 - - - - Critical Hdwy 6.42 6,22 - - Critical Hdwy Stg 1 5.42 - - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy 3.518 3.318 - - - Pot Cap-1 Maneuver 450 734 0 Stage 1 747 - - 0 Stage 2 738 - - - 0 Platoon blocked,% - - Mov Cap-1 Maneuver 450 734 Mov Cap-2 Maneuver 450 - - - - Stage 1 747 - Stage 2 738 - - - - A�proachx , ��-�� ,��..•WBi._ �'�_.N _ r.. - HCM Control Delay,s 11.7 0 0 HCM LOS B __ -r•c-^ •rte "'., _•A:, n"�^7�. -.t = •"t.'�71'k�� •.l„.;;'.d: -°„2 ,t,:,�' . r:u.._�h<es; —'.cc. Y,?. :,r':e�, tia. .:•y>....3`i, ::...i-- r:'~ •,iT, .+r:.4'.,;- na j�rj '�'''.'iii: :'At.:�..�'.I{'�:�:. ,ad',p-- s_:1-'11'•.,-,;�:.t.. .11:irs:.a`:_•,ra _ MinorLanelMajorMVmt�=`�.a t�; 'NBT-�NBRWBLri1 ,�aSBT=``',"-"i-. a -� ':.x• - — - Capacity(veh/li) - 591 HCM Lane VIC Ratio - - 0.086 - HCM Control Delay(s) - 11.7 HCM Lane LOS - - B - HCM 95th%stile Q(veh) - - 0.3 BUILD PM PEAK HOUR ETC(2025) Synchro 11 Report RB Page 6 W s. 77}I P 0 HOT I PROPOSEDACCESS DRIVEWAY 1.UOOVJ1O I.HT SIGKT DISTANCE CLEAR TO INTERSECTION —Jp IQ LAI Pc POP--- 7' 11y 140% r 'Tk ?k", kZ- j" A mg j 1 4 i PHOTO2 PROPOSED ACCESS DSIVEWAY i.LCOXIMGLEFT PHOTO I!PROPOSED ACCESS DRIVEWAY 2 SIGHT DISTANCE APPROXIMATELY 2Wr r a SIGHT DISTANCE CLEAR TO INTEI PROJECT. TOWN OF SOUTHHOLD COUNTY OF SUFFOLK ti......IF GREENPORT MEDICAL OFFICES AND RESIDENCES "M.1 T.3 SUFFOLK COUNTY.NEWYORK N 61*55'09" E sn� NQRTh ROAD —^I 498,74' FROPOSED CONCFE'E SIDEWKK ((]]SL '}5\ i - to • v '� / t' —'+—NYSDO'PROPERTY-MG ON UNE R,"1,�w PFFMOS rD CoxcFEiL CIMS 4p) _MM; t.. `S�inJJ�"))} ,^,. '. �` v •- t �`-6__ F+k 1 PRO-SED VON v� _`, _' <K "r � ":N.f. E .. ­SEDcFOss wMK CD • PROPOSEO IDP LEACHING-CH&sw nFOPOSEL L,OF'i POLE YkOPOS,L TFM'SfORMER ..a..:. , �,% t .. LICMT POLE POU L[ ROOF OVEMA 4 n F / a''.F .' Ne RYLMINNOEE ur Lln v:) P'I'D ­POSELr / COWFEAOUS FREE 2.C• ` `'� ✓ t - REITNNG MANMOLL r_. I `' �F I - 4 n�};i .j J ----_________ RECTMICU4W OFWN INLET MDEWNK� f\S+_jW 1 � - - • RWND Owl 1.11 MEF' mRRA9flOUT \ n-i I I .S. -Nti \.✓� FlRE XTORw • , WATER MF]ER -ELEPMONE NANIOLE DfclDwus TREE a T.• ti 4 , 1 Kms' w— .c_a, •, ,, IST 1sT FEoaa e ,;, � t tip; 1F 40111N9 UNITS ii Le) 4 3 — ESS TNEN 450 Sr -mo') AIR .7---- S S 62°20'39' W 352.65" 194.18' 11' r. i 'I RU]0 �Ar `` 1 1 KCETAFO h AOT I 1 UISTURRNN:f N ! - •ttD. ! ___—_____.__ SITE DATA TABLE __._._------------ PAV�,yENT/SURFAOE_$-CyEDSILE Rl ,E _ R Fn.�ilR'AFF xfSP•JRS(AF OR +E MFAN.S AKr NfTHENY T`ONS 4U(I DY.NeL` $�3Q.?.(`1T-4(]L�Se�r_Cti'_S. r l,� 20«N4�v.4t �RESOEM vrCE IONF .... F: EOUE t5 4ND PFD'.;L,.RF),�:8F USFJ .._.-.. --— - ...___. .._ __._ ` 1 .—_-- -.. h. ..... r.__._._ c. ALL CONgK'O45 S K E ENSFN4 ONq-aNs uINSIGL.s N rKE:K..0 r R:,qNc' '~NR:,; r stWOL Ecrax/OE]GIxPTpN RfMARKs µE.0,SR vWOR TD COM 11- SIAA�NF FIE�WEG-M rl ' (,SI ONE-fSORWM URIR AT,SO CPo/ 2.151 GPD - 1 I MITfl1Ru USE O PRMFR, nf90ENIMl OFFICE rAypyS DRAMNGS AIA MID Tp THE EFN ON EALED UrtNIM ARE fwfgwrDHD AT'llF- N'l R OwENS— FROu'NOSE (151 JNF-9ELRUORI UNRS AT 110 LPG/UNR 1,0.54 GPD w'nt��'�' i 1 OSPM 1 SC h 65_DR 8.—__ b C./Wr061(NOMZOfrtK)•NMRW(NFRTRYrL) «E rnaWrnoR s«A.NorE.TIE A4cH iEn E _O.Tf N irN:COMRAC:J'Nx ER's ra WNEOMIELv 8180 8�MCC CK OFFICE SPALE Ai 0 1 4P0/SF I L 0 ORbJL.WA"ER / -�I,we CPO ,.. 3 I II ZONING COMPLIANCE TABLE� — RESIDENTIAL OMCE O F A-R EPANCY EA6,5 OR A OIENCIDN 5 CMTp. S.S. .._ ... - w.OwFD(REOUPED _ �.DRAMNcs sFu NOT _ r,E CONrxw'iM S'Mu - K WufOwTECr SANITANr RDw � GPL � I ' .OT�E �OOO N_ 2G]O SF'sA ACFES 1.ALL OEugfaN SHAD rH:PER'ORMEO P NET—WWC« PRENTT DAMALE,O t ' iWt A11F E%ISRNC TO NC 4ENEHrM COx1RAT— P6OTERKK!AS FEW RED ,THESEµFHS. 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'�V '&'I Si2/22 ll1Y REYCJED nµKNG k LWDN4µEA IN t EKX PRWf LONTPAOtOR S,Vli.As I A STC SU 11 FE UN ME srtF "'--'- _ _ FRONT b SDE Yµ0 SRBACKS CSD ENR,OArµU vela URnCi; DAv TO My CONSTRu'TpN KM:,ESwALM CCDRDMrt 2/tfi/22 Llri ADpFE55 TOWN'.C EMTS Of 2/>/22 CED tally fxT«ME Uw:ERSµFpNDO RF'PrHSENiAM. 51� ,u WE OA¢ fn DEsclevrKm APPRay.er 12 A COWLETE SEi tt CONmAC'DDCUYENR ANG CONs,RUCrgN SKETCHES SIAu BE KfP,Ar _ OE THE SW AN MANNER FOR ME USE OF TIE ENOIREER,TIE—IR OR MflR kEv�510NS o OFw K �'�xu Aa u'�T� FfPRESExrATncs� �GNfR,G,0R5 6XN1 NE NU.Y FHSPDNSWLF FGF A;.EAFE,v,HD wDRK PF«ED4xf5 . ,...N.LMw OWN OF SOU HOLD ODRMG,«E GDN;,F,ILTxN.tt MN PRJ.rfr: 5 SRf SKN DERNxm.,D�.TED„o s®..a�RAla.RI L,«t PDDE - IE:GEMEmE c4NixAL14R sW,t RE REsvDF„IRLE faR REPNRINr.ANY ANO...,w4rAxs GR _SUFFOLK COUNTY. NEW YORK EENPORT MEDICAL OFFICES AND 1 wlwED m XlusE.E aR R .NrxrcTDRs u - RESIDENCES AREM eerXlx iM 00 4N ZONE AS—1 AS SME PR -- — pEPA•5 ARE REOUIRE[4iRUN iWRFW3 MUST WTC«4ExvSfWG RANOµACCEPRD NLLY EW x OWLES AND TRE EIEDNEER a/c"may°�R"' PROPOSED SITE PLAN 15 ME OEWJMC COL(FP/iTOF Sw:1 PROADE ALL CUrClrtS AND PATGNNG REWMm•OP wDRA. 1/0' A � s DH««FRAC wLFmAcraR s«Au—11 Tw.T,M CONgFrON or TIE Exlswa sob-HAu. \ !;.K LEAN ASSOCIATES,P.C. woxw:rs wrtAR,F FUN 4s. W=__'�"•^'�`m rear. \�t� DR.ana Y MF/LED FMN AS NOTED o w- DT«w cartRACroFs 18 A4 CONgACTOPS AFF RESPCNMBIE fart CLEAN-W tt IMFII OWx Wgi(M Al:µFAS AHp .. PG,DFIaERr a DEMn w APFTKmRwE gWIP6TER _y�",� � y waver w-. MF _ .:ANUMY 2022 !`4 hv=..F H RGD 21058.000 l'