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HomeMy WebLinkAboutPeconic Landing @ Southold, Inc MAILING ADDRESS: PLANNING BOARD MEMBERS �� S�Ury� P.O.Box 1179 DONALD J.WILCENSKI h� l� Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS G Q Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR COON 1�1►,�v Southold,NY Telephone: 631765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD r_L,ESeptember 30, 2014 j ij ,3 0 2014Charles Cuddy, Esq. To P.O. Box 1547 dRiverhead, IVY 11901TfU Re: SEQRA Determination: Amended Site Plan for Peconic Landing at Southold, Inc. Located at 1205 NYS Rt. 25, 1,121' east of Sound Rd., Greenport . SCTM#1000-35-1-25 Zoning District: Hamlet Density (HD) Dear Mr. Cuddy: The following resolution was adopted at a Special Meeting of the Southold Town Planning Board on September 29, 2014: WHEREAS, this Amended Site Plan is for the proposed construction of two new buildings at Peconic Landing at Southold, Inc., an existing continuing care retirement community with 118 cottages, 132 apartments, 26 assisted living and 44 skilled nursing beds currently. The additions include an 87,426 sq. ft. apartment building with 46 apartments and a parking garage, and a 35,543 sq. ft. nursing home with 33 beds, including a reconfiguration of the parking lot on 144 acres in the Hamlet Density Zoning District; and WHEREAS, at a Work Session held on March 10, 2014, the Planning Board reviewed the application referenced above, found it complete, and accepted the application for review; and WHEREAS, on March 17, 2014, the Southold Town Planning Board, pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act (SEQRA), initiated the SEQRA lead agency coordination process for this Type I Action; and WHEREAS, on May 5, 2014, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act §617.6, established itself as lead agency for this Type I Action; and i Peconic Landing Addition Page Two September 29, 2014 WHEREAS, the Southold Town Planning Board, as lead agency, has determined that the proposed action will not result in a significant adverse impact on the environment; be it therefore RESOLVED, that the Southold Town Planning Board, pursuant to SEQRA, hereby makes a determination of non-significance for the proposed action and grants a Negative Declaration. A_copy of the Negative Declaration is enclosed for your records. If you have any qu6sti'o6 regarding the above, please contact this office. VeryT,truly yours; U Donald J. Wilcenski Chairman Encl. • MAILING ADDRESS: PLANNING Southold,BOARD MEMBERS �O� SOU�yoloP.O. ox 1 119 DONALD71 Chair OFFICE LOCATION: WILLIAM J.CREMERS N Town Hall Annex PIERCE RAFFERTY • COQ 54375 State Route 25 JAMES H.RICH IIIOI�• (cor.Main Rd. &Youngs Ave.) C MARTIN H.SIDOR ou 1►s`i Southold,NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD SEAR Negative Declaration Notice of Intent to Not Require a Draft EIS Determination of Significance Lead Agency: Town of Southold Planning Board Address: P.O. Box 1179 Southold, NY 11971 Date: September 29, 2014 This notice is issued pursuant to 6 NYCRR Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review— SEQR) of the Environmental Conservation Law. The Planning Board of the Town of Southold, as lead agency, has determined, subsequent to review of the Environmental Assessment Form (Parts 1, 2 and 3), review of the proposed Site Plan, review of the Traffic Assessment, input received from community service providers, site inspection, consideration of other relevant factors, and review of 6 NYCRR Part 617, that the proposed action described below will not have a potential significant adverse effect on the environment, and that a Draft Environmental Impact Statement (EIS) need not be prepared. Title of Action: Peconic Landing at Southold, Inc. -Amended Site Plan SEQR Status: Type I Action Location: The site is located on the north side of NYS Route 25, approximately 1,121 feet east of Sound Road, in Greenport. Tax Map Number: District: 1000 Section: 35 Block: 1 Lot: 25 Description of The proposed action involves an Amended Site Plan Application Action: for the construction of two (2) new buildings at the existing Peconic Landing Continuing Care Retirement Community. Proposed improvements include the construction of an 87,426 square foot, three (3) story Independent Living Residential Facility containing 46 apartments and a 46-vehicle parking garage in the lower level, a 35,543 square foot Special Needs Peconic Landing SEQRA September 29, 2014 and Memory Care Facility containing 33-units, and reconfiguration of an existing parking lot [Site Plan, Sheets 1-11, dated June 19, 2012, revised March 19 & June 26, 2014, prepared by Young and Young Surveyors]. The project will require the re-location of two (2) tennis courts in addition to eight (8) parking stalls. Reasons Supporting This Determination: 1. The site has been evaluated in accordance with the Criteria for Determining Significance as contained in SEQRA 6 NYCRR Part 617.7 (c). The proposed action has been evaluated through review of the following materials: • Full Environmental Assessment Form, Parts I, II & III (EAF), last revised September 25, 2014; • Site Plans prepared by Young and Young Surveyors, last revised March 19 & June 26, 2014; • Landscape Plan, prepared by RGR Landscape, dated March 14, 2014; • Traffic Assessment prepared by Schneider Engineering, PLLC, dated July 8 2014; • Letters from local Fire Districts (Southold Fire District, dated September 2, 2014, Southold Town Fire District Council, dated April 22, 2014 and September 16, 2014 and East Marion Fire District, dated February 23, 2013, August 26, 2014 and September 17, 2014); • Record of emergency service calls provided by the Applicant (letters dated June 23, 2014 and September 8, 2014); • Agreement between the Greenport Fire Department and Peconic Landing at Southold, Inc., dated September 22, 2014; • Review by the Southold Town Engineer, dated August 18, 2014; • Ecological investigation conducted by Nelson, Pope &Voorhis, LLC, dated August 19, 2014; • New York State Department of Environmental Conservation (NYDSEC) Letter of Non-Jurisdiction (May 1, 2014); • Capacity Certification/Allocation Letter (sanitary sewer collection and treatment availability letter), dated November 4, 2013; • A Letter of Water Availability from Suffolk County Water Authority, dated January 27, 2014; • Office of Parks, Recreation & Historic Preservation (OPRHP) finding of no significant impact" (letter dated February 6, 2003) and letter of September 10, 2014. 2. The proposed project is not expected to cause any significant adverse environmental impacts based on project design and mitigation inherent in the project as described herein. The Criteria for Determining Significance are specifically evaluated as follows with respect to this action: Page 2 of 4 Peconic Landinq SEQRA September 29, 2014 a. The project will not cause a substantial adverse change in existing ground or surface water quality or quantity, public water supplies, or noise levels, increase in solid waste production, a substantial increase in erosion, flooding, leaching or drainage problems. All disturbance will be set back greater than 100 feet from the on-site wetlands. Additional drainage will be installed for the newly paved areas. The proposed development area of the 144 acre site where proposed improvements will be located is not within a flood prone area. The proposed development is contained mainly to areas of the site which have previously been developed,and disturbances to steep slopes are limited to a small area north/northwest of the existing tennis courts. Retaining wails are proposed within this area to minimize disturbances. An Erosion Control Plan has been prepared to provide Best Management Practices during construction and until the area is re-vegetated/stabilized. b. The project will not result in the removal or destruction of large quantities of vegetation or fauna, impacts on a significant habitat area, substantial adverse impacts on a threatened or endangered species of animals or plants, or the habitat of such a species, or other significant adverse impact to natural resources. There will be some vegetation removal on site, including the removal of several trees, in order to accommodate the proposed parking stalls. No rare or threatened species have been identified in connection with the site and no rare or unique habitats are associated with the site. c. The project will not impair the environmental characteristics of a Critical Environmental Area. d. The project site is currently developed with numerous buildings used in the operation of Peconic Landing at Southold, Inc., a long term, residential health care facility and the expansion from 250 to 329 in residential units would not be in conflict with Town planning objectives. e. The project is not expected to cause impairment of the character or quality of important historical, archaeological, architectural, or aesthetic resources. There are no known archaeological or historical resources within the 5.48 acre project development area. The removal of areas of trees and the installation of the proposed parking area will be partially mitigated by the installation of replacement plantings along the perimeter of the new buildings and parking area. f. The project will not cause a major change in the use of either the quantity or type of energy. g. The project will not create a significant impact to human health based upon the Mitigation Agreement established between the Greenport Fire Department and Peconic Landing at Southold, Inc., dated September 22, 2014, which Page 3 of 4 Peconic Landing SEQRA September 29, 2014 provides for guaranteed training of emergency medical technicians (EMTs) and additional provisions to reduce the burden on local fire districts to respond to emergency calls, as outlined in their Agreement. h. The project proposes an increase from 250 to 329 in residential units/beds. This change will result in an increase in the intensity of use of the site, however, such use would not be out-of-character with the existing land use pattern in the vicinity of the property. The applicant has submitted evidence that the proposed 689 parking stalls are adequate to support the proposed use. Additionally, a Traffic Assessment was completed and demonstrated that traffic generated by the increase in residential units should not have a significant impact on traffic conditions within the immediate area. The Planning Board's review of the Site Plan pursuant to Chapter 280-137(8)(b) of Town Code will assure the adequacy, safety and convenience of vehicular traffic access and circulation, including driveways, rights-of-way, curb cuts, intersections, pavement surfaces, traffic controls and designated areas for access to public transportation. L The project is not related to any other action which may be undertaken, funded or approved by an agency, such that it does not have a significant impact on the environment on its own, but when considered cumulatively, would meet one or more of the criteria. 3. The Town of Southold finds that the documentation prepared is complete in addressing potential adverse environmental impacts related to the proposed project and no significant adverse environmental impacts have been identified. As a result, a Negative Declaration is determined to be appropriate for this project. For Further Information Contact: Chairman Donald Wilcenski Town of Southold Planning Board Planning Board Office P.O. Box 1179 Southold, NY 11971 For Type I Actions, a Copy of this Notice is sent to: Scott A. Russell, Supervisor Town of S�uthold Suffolk County Water Authority Town of Southold Board of Trustees J Village of Greenport Town of Southold Zoning Board of Appeals New York State Dept. of Environmental Conservation Suffolk County Planning Commission Suffolk County Dept. of Health Services Environmental Notice Bulletin, 4th Floor, 625 Broadway, Albany NY 12233-1750 Page 4 of 4 • • MAILING ADDRESS: PLANNING BOARD MEMBERS �pF SOUTP.O. Box 1179 DONALD J.WILCENSKI �� 0 Southold, NY 11971 ChairWILLIAM OFFICE LOCATION: PIERCE RAJ. F EMERS Town Hall Annex PIERCE FERTY G Q 54375 State Route 25 JAMES H.RICH IIIp (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR l�I C'O�urV Southold, NY 111�1 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President MAR 1 8 2014 Town of Southold Board of Trustees - - S0:ldnh From: Brian Cummings, Planne Planning Board Date: March 17, 2014 Re: Amended Site Plan for Peconic Landing SCTM#1000-35-1-25 1205 NYS Rt. 25, Greenport The Planning Board refers this updated application to the Board of Trustees for your information, comments, review, and certification, if applicable. The file is available at your convenience. This amended site plan is for the proposed construction of two new buildings at Peconic Landing, an existing continuing care retirement community. One building is an 87,426 sq. ft. apartment building with 46 apartments and a parking garage, and the other is a 35,543 sq. ft. nursing home with 33 beds, including a reconfiguration of the parking lot on 144 acres in the Hamlet Density Zoning District, Greenport. Thank you for your cooperation. Encl: Site Plan • • John M.Bredemeyer III,President OF Suoryo Town Hall Annex Michael J. Domino,Vice-President �� l0 54375 Main Road P.O. Box 1179 James F. King, Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G� C Charles J. Sanders,Trustee O Telephone(631) 765-1892 ��ij<'COU � Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Brian Cummings, Planner Planning Board FROM: John M. Bredemeye President Board of Trustees DATE: March 24, 2014 RE: Amended Site Plan for Peconic Landing 1205 NYS Route 25, Greenport SCTM# 1000-35-1-25 With regards to the above mentioned property, on November 4, 2013 the Board of Trustees reviewed a proposed site plan prepared by Young & Young, last dated October 18, 2013 and determined that the proposed construction of two new buildings which included an additional apartment complex of 46 rooms, a 17 room expansion of the nursing facility and a new addition for a 16 room memory care unit is out of the Wetland jurisdiction under Chapter 275 and Chapter 111 of the Town Code. A copy of this letter is attached for your reference. If at any time during your review the proposed construction is expanded or relocated to where it falls within the jurisdiction of the Board of Trustees, please refer them to this office for further review. The Board of Trustees appreciates the opportunity to review the above mentioned application. Encl. 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" t•3 •i�Ca' `i = �"-_ s .m—:B A ' t •` E I�5 CERTIFICATION •a e 96 Jr •x - _ SURVEYORS CERTIFICATION lft b O � jJ 6 SS 1< n• ., o r1E r ° \\ Rip cEN� i os, ..:�; rP • ,y r Y I � � uC xBen "tiNIlA1S:RY 30 LIFE CARE GOMFI.JNITY E%PAN510N PECONIC, LANDING AT SOVTHOLD __ E i II �� K "m Nc�cnine a:6reerma-G.Town of 5°vLholG kl,Y iI I all .r 'S� . k Svil lk GomM�.New Yak 1 it e$11 _ Oy ILI By {� K:1�i. I ��� Y�d � � GRADING d DRAINAGE i `1z'• Ie iI�44 .� / _I 'S'JO II � I ___ wnty T-x nap..ew.r lOOO z.:..o-35 a..OI 35 \\ ec�ael_ w,r i OCT 3Si111 - kme: P 90' mo�no�a._O:P°iuFia 9 N B r rnwc m�•+w�z.,sx•e�i� Wau.M1N.wMar bqv�-•i.✓ ,g \ pl "� .i ��i/'a -=/ /i •,P tIt ilI rmms ca'"i ,\ \` II � . „/ \ I `I' � GCC � ��.• �" ` "' • k ; pr�:\\\\ �� C - .y _ter �dyl `•+r;\ ®\ �r un '\\ �! ��I II . I I'A•."II 1 L�• � � EN51NEH25_=LTIFIOATION cF \"� r I I t. r4■.^.d� '.:r^ \ ,� .�.'":'.�"XOw,q"°°".ce\fr2ir ! ;'. ( r • - ^y 1....,M• •/ .� 1 11y\\\..�•4 5URVEYOR5 G6RTIFIOAMN . o, ,." •t \ I 1 � ISL\ \ y 1 _C, _ .'/ \ s.;,'""_ _ NIUNI LIFE DARE GOMN EXPANSION --- -7 ,..,;.' --'-- ,- \ \ PEOONIG NG LANDIAT 5OUTHOLD '••* - l'--'I — / 'Y� ! / �/ •` \ \ \ at t,T. oo .Id L4en rN3: EX15TING 00N0ITION5 PLAN IP / ; 0 0 James F. King, President QF so Town Hall Annex Bob Ghosio,Jr.,Vice-President �0� �� 54375 Main Road P.O. Box 1179 Dave Bergen Southold, New York 11971-0959 John Bredemeyer G Michael J. Domino %� �O Telephone (631) 765-1892 �yCOU N1'I,N�c` Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 4, 2013 Charles R. Cuddy, Esq. PO Box 1547 Riverhead, NY 11901 RE: PECONIC LANDING @ SOUTHOLD, INC. 1205 ROUTE 25, GREENPORT SCTM# 35-1-25 Dear Mr. Cuddy: The Southold Town Board of Trustees reviewed the survey prepared by Young & Young, Land Surveyor, last dated October 18, 2013, and determined that the proposed expansion of Peconic Landing, which includes an additional apartment complex of 46 rooms, a 17 room expansion of the nursing facility and a new addition for a 16 room memory care unit is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, . FKin dent James g, Board of Trustees JFK:eac --- _ Id- Y��O aft.♦ awa �(o�• O �� ��°:Y 4 ,awn •iaa .f P9 9 S i� � � �n Pf• r�S �V�l� � L Tr�rrP m \\\ i % ��' ...` Par ar R ro � ✓p ti`e f R s" ( Pr 3 rq ° rr• �BT♦ ° J �f �m���cw / ._. V. 1 � P i" a r., rJ \\ f'T•M a➢ - 1\\\\ '. I vRa 1 Wxn �P rR 9 f♦ '. Ir `\ COUNT OFSUFFMK N>ll PlopeRy rop"TuTBlt$BIN¢N'dIKY ym m O .n elP .ne, 35 CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIPFINGAVENUE RIVERIIEAD,NEW YORK d-I..•__: TEL: (631)369-8200 110. &,a I5k7 FAX (631)369-9080 11'iy ...d, N) 11901 October 23, 2013 E-mail: eharles.,II&W(averiznn.net --..0 :...z .:.�...�Y` �a Board of Town Trustees Town of Southold PO Box 1179 OCT 3 1 2013 Southold, NY 11971 S+wUauuiirn Attn: Ms. Elizabeth Cantrell, Secretarial Assistant Re: Peconic Landing at Southold, Inc.-Life Care Community Expansion SCTM#1000-35-01-25 Dear Ms. Cantrell: Enclosed is the site plan for the expansion of Peconic Landing, which includes an additional apartment complex of 46 rooms, a 17 room expansion of the nursing facility and a new addition for a 16 room memory care unit. The apartment building (building I at page 1) will be at the edge of the 100 foot set back line (as shown on page 2). Please advise if there is a need to proceed before the Town Trustees. Very truly yours, Charles R. Cuddy CRC/ik Encls. (1)ux 40 of oviy AD nrFER IRE-1-1 11 I'D,III Hl PER TDA PAND o'vrvms Ise mE�c�nou w uIDELs DR.AEin[°TANKS(IN�'A.A,D..jwl w�xI.L IN n:mw nm munvinoxi ao w ox:ixor`inu�alwq,uDoIDALOR N N� 400 Ostrander Avenue, Rlverhoad, New York 11401 O\vG tel. 631.127.2503 fax. 631,727.0144 SITE DATA admen®youngenglneering.cam TOTAL AREA = 144.7"108 ACRES 1, . * APPLICANT Howgrd W Young, Land Surveyor nProfessional Thoma. G. WolPert, Prafe.slanal EngEngiineer 1500 BREGHNOGK ROAD Douglas E. Adams, neer PO GREC-NRT, NEW YORK Ig44 Robert C. Toot, Architect VERTICAL DATUM E = N.6.V.D (MSL 1429) PROJECT PRO.IEGT DATA 517E pr ,ls E �I PROJECT AREA = 5.48 AGRE5 ,Y - E � ' 1 APPROXIMATE CREAGE D � � � �' ARIG� D GOi 10PRESENTLYAFTER TION AF ON q�f i A GCMpLE LANDII`IATT'y MEADOW OR 5RUSHLAND = o.Co Ac = ao0 AG OCT 3 1 2013 FORESTED (WOODS) SOUTHOL"" = 000 AG L T,^mis AGRICULTURAL = 0.00 AC, W 0 loin— = 0.00 Ac W ETLANDS 5AG= 0.00 n = OOrJ AG �N9o WATER SURFACE = 0.00 AG 1 SOUND = 0.00 AG CNG` ISLAND 3fi2gg O UINVEGETATED = 0.00 AG = 000 AG L pff ROADS, BUILDINGS t OTHER = 2 PAVED 5URFAGE5 .08 AG 453] .� n = 3.IS- AG MAIry Rogo N55'3502"E N '1 O M Ys. 6¢z6 45°V, OTHER (LAWN t LANDSCAPED) = 2.48 AG = 2.93 AG 59'E N64'30'21"E N5549'13"E Nfi54.463"E N\3534 1 O Ny9B105S 16350' 1]2.29' 1 AD / '�-1� PARK�NG GgLGULATION AD Tn N PP € 'S"* \�. 11 * PARKING REQUIRED AD .9 AID /� 1 { POND \� 1� NEW INDEPENDENT LIVING UNIT (ILW ADDITION A 1 /% !! n. I BEDROOM UNI75 = 35 UNITS ® 1.5 STALLS / UNIT 5 c MP m P cE / % / o T 2 BEDROOM UNI75 = II UNITS ® 2 STALLS / UNIT 22 STALLS 35°6yh^ aJ MALLARD LANE v _ SNIF 11 UNITS +" /gv / / MALL NiSPECIAL N 55 STALLS E m ST6EEr N53'124]'E /°F IIF`i[x—tom 16"E 8549' mo F FACILITY (SNF) ADDITION �1 SS 5s P ' / io ® STALL / UNIT = 17 STALLS 1 Y N�5641 / \. / / I Mu E NA 62 e2 O vQ /, J' .+ 11 m NEIW ALZHIMERS t MEMORY CARE UNIT (ALZ/MEM Ann TION Ns57g."., ALZ/MEM UNITS = 16 UNI5 b 1 STALL /UNIT = I6 STALLS ,WETLANDS ORIGINAL SITE PLAN REaU1RED PARKING 541 STALLS LOCATION MAP SGQIe: I° = (,OO' _'u ❑ , r 'I r I ` // TOTAL REQUIRED PARKING = 649 STALLS 'II■,1t.6, 149 SCENIC EASEMENT / "' '�%ipl,.i,•..ij�+ 11 > KINGFISHER LANE U LE L * PARKING PROVIDED ANE o REVISED PARKING AREA NO.1 REVISED PARKING AREA N0.2 = 44 STALLS c EASEMENT uNEJ Eu NEW LOADING t PARKING AREA = 28 STALLS NEWV DROP-OFF t PARKINS• AREA 5 STALLS 0 m o = 23 37"ALLS R' n LOWER LEVEL PARKING GARAGE (ILU ADDITION) Q NO r 5 y0= �a'RE ' 'to STALLS i 4 MMUN,Ty REN> D.g '^ ORIGINAL SITE PLAN PROVIDED PARKIN6 = 514 STALLS ° ° PARKING PROVIDED SUB-TOTAL 7�w T 2 a�s ° � ° = 7O STALLS Q w Aj o 9 .o S,Pi REVISED PARKING AREAS STALLS LOST - 26 STALLS n`% TOTAL PROVIDED PARKI, o i O OSPREY LAN = 642 STALLS KIT , Lrj rvs o RESANITARY DE516N CALCULATION KEY OF SITE IMPROVEMENTS 3 rcV FT W ENGINEER'S CERTIFIGATION „IM Irlr + % M�4S Ni (IL.) ADDITION y PRG UNITS > 6C0 5F = 58 UNITS ® 150 6PDNNIT _ O N E�4 POND : 1,200 5F UNITS = 8 UNITS ® 500 6PDNNIT = 5,700 GPD ---• INDEPENDENT LIVING UNIT ADDITION 3 ` = 2,400 GPD - }�?` / I 1 11 06 ,o SUB-TOTAL (ILU ADDITIOW ! L Q SPECIAL NEEDS FACILITY ADDITION o rt TAN / / WETLANDS i I O •'7 NEW fSNF) t (AL/MEM) ADDITION=, J' © ALZHIEMERS 4 MEMORY CARE UNIT ADDITION n O SNF = 11 BEDS S, 150 GpDBED A �I aTz = 2,550 GPD f: . . - e _ _ r_ I (i_1 D __ { I Y - _ CH,C ^N,ry 4. ALZ/1-TEM = Ib BEDS ® 150 GPDBED = 2,400 GPD y J . Q REVISC-D PARKING AREA NO.I _--- - ,- ,j I - - �4pF o a SUB-TOTAL (5NF ADDITIOW __ Cary y A = 4',PSO GPD HOWARD W YOUNG, NY.S, L. NO 45893n �` F o \01A°�J� ! _ --scEN�c EASEMENT uNE THOMAS G. WOLPERT, N.Y.S, p.E. NO. 61483 =_ © NEW LOADING E PARKIN6 AREA - _ m = n p°' (� TOTAL DE51ON FLOW = 13,050 GPO DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 80841 I " CONNECT TO PUBLIC 5EWER STORMWAIER DETENTION 1. 1 �� O REVISED PARKING AREA NO.2 POND/WETLAND "y - - "` DIOFILTRATON SYSTEM 1 y.4 F ® NEw DROP-oPF a PARKING AREA °�' SURVEYOR'S CERTIFICATION .h EMFA;J�Ne 3 --n�,rvrhom'I� 4 l Nss'oTsO"E 376.40' '\\ '." RF ` rd NI_V� `y 1 1. I. cFrycc� I o ( ,Po PUBLIC WATER O I 92 ti �'r lF SUPPLY FACILITY Q ' ' yo^ \ \1 SCENIC EASEMENT oo HOWARD W. YOUNG, NY.S. L.5. NO. 45083 \0 r / 7 O 165 t)I „!V`S,,✓ O£ 'fZ I 5)6'49'10"W pn 0 SANITARY SEWER y � o F PUMP STATION I 0 Q 1 w'E LIPS CARE COMMUNITY EXPANSION g 3 --------6CENIC EAS M NT NE _ - 4 PEGONIG LANDING AT SOUTI-FOLD - ------------------ m L 2133]' 565'47'10"W = c at Greenport, Town Of Southold hop WI Suffolk County, New York 0 YI COVER v w 00 o Eu D County TOX Map Dlstrmt 1000 Soo,.. 035 .mop OI Lae 25 > OD N Qn0 OS ON L m o s a 3 ^*3 MAP PREPARED o a rt• Oto ]Om MAY 25, :2013 Record of Revisions u ry ED 0 o x� RECORD OF REVISIONS C Q F 7 ED AD y o D 3 !FNFR,GL DATE ^� frENERP,L IUL IO D s OB�i S66'36'40"W 569.52' 565'23'50"W 265.49' S6fi'01'20"W -- \\ 634)6' 1� MAIN ROAD (N.Y.S. RTE. 25) � a` _ O 100 200 400 600 Scale: N, JOB NO. 2012-0133 DWG, g102g0_2012_0133_slteplan I of xux w(SN oinw[fs SHEAS run[w mou axorcnn IIIA m xMIND—JSNV AEF INE vm A s[nrt auxws AND w[I IS ED u m M—moB[n i—1 tH FOR mn n sons'11(3)us Al AA w[us IPor111 LAND r4vs111111155 NSA'AS E assm SE11 i^w rNDT Es DINA �d�^ESD TD ISA SEEA D FINE ISSI((1)IERo�'ryMISS SEA FEAM HEMENA MAN-F-I SI NA THE INEFEEN I INDIA 74E ALANEY IS INSIN111 1.SAN NEI ffl— IND I-1SMA"N GDAINSI ADEDIDI.1—11N —LEA—I ANN ID TSE ASEENEEI.1 11 F / / 400 Ostrander Avenue, NaYork 11901 7.0144 1 S�OQS�PG I r,,, / Cytel. 651.7:27.2505 f Naw York V 1 STOOTTARAME / � ' �44�4� SYS" �ViM1►Y� IHoward W. Young, Land Surveyor 1 � / Thomas G. Wolpert, Professional Engineer N-PAiry Douglas E. Adams, Professional Engineer _ Robert G Tast, Architect P P I E cO I LIGHTING LEGEND FX1571N13 LIGHT TO REMAIN V F� °d AJ /� /� ® n ASo� ,_ \ = EXISTING LIGHT TO DE REMOVED 4� V m OyF \ O = NEW LIGHT EXI5TING LIGHTS TO BE RELOCATED = 25 O I NEW LUMINAIRES = 2T o \ NEW LAMP POLES 2 �L NO FE CONTRACTOR SHALL REMOVE EXISTING LAMP POLE5 WITH CARE- IN ORDER TO RE-U5E THEM AT THE NEW LOCATIONS AS SECIFIF_D ON PLAN. EXISTING P05T TOP LAMPS SHALL NOT BE RE-USED. ° AOC ss I rvoI - CONTRACTOR SHALL INSTALL NEW LUMINAIRE A55EMBLYS AT PAR V ak cA25 N,a - THE NEW LOCATIONS A5 SPECIFIED. v ANY (kA3 R " \ LUMINAIRE Al 1WATT HIGH PRESSURE SODIUM I n ` k BALLAST AS MFG BY PHILIPS HADGO O '€I USE MODEL "BALTIMORE" O I D '505 E per' Ex�� COM / ST OR APPROVED EGUAL Al,°' - NEALOAD 1 ° ' � j PAI AREA Did, 5 CAR5 i�O cyF C`L N IFR P NOTE CONTRACTOR SHALL T EXISTING LAMP POLES AITH CAREIN ORDER TO O REUSE THEM AT THE NEW LOCATIONS O A5 SPECIFIED ON PLAN. O FOR NEW POLES USF_ ODE GAIROUND I"I91I0 TAPERED p UI`11NIUM POLE O. AS MFG BY PHILIPS HADGO OR INs AREA Noe - - APPROVED EOUAL Us OARS - ENGINEER'S CERTIFICATION i _sryra9 - 1'\ 1 i ip 11/4" DIA. PLASTIC CONDUIT ° IS COI� o o ,= ® a \'\ •• CONCRETE BASEHOINA \" (` THOMAS G. AOI NY.S. F.E. 0561403 y\�rrl c �17C bP -\ DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 80897 IF n — a' SURVEYOR'SCERTIFICATION ° N.- Y AAIt \ �, tAS d An i N/. _ _ �JD HOWARC' W YOUNG, N.Y.S. L5. NO. 45899 ��ri-p TyiJ�u�rY Y � N °P� ) SON CROP CROP N \ LIFE CARE COMMUNITY EXPANSION -R ° o _ PAFECONIG LANDING AT SOUTHOLD ° o --- NEW'-ALZHIEMER6 _&,'MEMORY \ at Greenport, Town of Southold GARS UNIT O Suffolk County, New York IS ® / �1 ALIGNMENT & LIGHTING AN P County Tax Map Dletrbl 1000 511 035 EmEw OI not 25 H / \ MAP PREPARED OCT. 18, 2013 °, Record of Revisions RECORD OF REVISIONS DATE SECURE WANDERING / / I AREA h / 40 O 20 40 80 120 1 Scale: 1" = 40' JOB NO. 2012-0133 9 / I DWG. 9T0290_2012_0133_slteplan 2 OF 0 0 �� Ip ur m.11 ci s pl cdms OF sce¢v uer NOT Muewc m ♦ p,cu • a CR)11 '•[us I.xmc TIxxi(Mn[ 1µs IFY snsmrcmi Hiw[cx VinE mw nm oesv-Ano one DATA omunN EMM otgn s' 400 Ostrander Avenue, Riverhead, New York 11901 tel. 651.727.2505 fox. 631."127.0144 OdmIn0,oungemq Ineering.com N azt�z� � r�aazaz� Howard W. Young, Lord Surveyor r= Thomas O. W°Ipert, Professional Engineer _ Douglas E Adams, Professional Engineer O ° Robert G. Fast, Architect s a o }> 3535 r 3507 RR V / / DRAINAGE/SANITARY SEWER LEGEND S - 11711 181 1 = = NEW DRAINAGE/SANITARY SEWER STORY FRAME / 29 32 STRUCTURES 1/17 i / EXISTING DRAIN / / TUGNRE 70 REMAIN +36]D 39 47 39 I2 85 , / EXSTING DR N 34w_ , UI TOBE REMOVED .3B.9+ ' \\ 0'r / / Y' /' / z9 / 21 /z z6 N m m I -MEIs o-a®s - = EXISTING DRAINAGE/SANITARY SEWER S /°9tl-PA 9a ao� �- / PIPE TO REMAIN � = EXISTING DRAINAGE/5ANITARY SEWER/ I / H. PIPE OR WATER MAIN TO BE REMOVED 23 +3773 Ni ji+3939 Jar2].61 \ r 759/ sero. = NEW DRAINAGE/SANITARY 5E1ER PIPE _71 z AI 6 r ' +37/2/1/ // r 34,40 /mflP qA// 657- +3753 I J/ I IM=; 19>'d X 12 Sow 1 X- «3743 < � I rye, w \ \\ 64r/ 9 92 .55 26s I ,»/126,06 A\ �ze53 \N-TDsf2.lOQ ` \ 50 7 1 / IE=mc.00 �E=IF.CjO ;L 29 62 ee 722 � .36,n / / �6 1 A\ rr / 3096 O mv v 2e m w / / IE' 2'1.35 W C '� +27 28 35 so 2� a 2650 / / 269 269 1 f\ /Ju<R/ �// / x114 i 3G 30 2992 2919 E'oe 2.!6.04 y\P/ +87.72 / I l I l 3a.ap 2063 2J 5b // fj -1 RIM-_539 .'�; h41:, / lI( L(Ia / / / 2996 1 "( 9 _1 ILIE-21.z+ s - T4J �� �/ ` II / +E2119A CDT \' / 99 1 / ,0470 / as / za,_ 6,]n0 b�- . 926.61 0u91 �e,2T o- \_ �P \ Qj w I 3054 / 29 BE - / REVISED ago✓ ® / / ��� �Im I O 0i 29.2} / AGGE35d / �/ ♦ ie be`v 4R}; // l ^a.� flQ}. O I 1)U I 'z N-MHIR2.10.6 AP / PARKINS R Fz / •� A91a/ 1 \� R�e-A EPA 27PER, s' l26sazes 5 - „r_} 2s2 :V1)`sgrt / / 30 306 / I I . 5 R / i.i /2934 2454 / \ / \ J / / / / n / / A HALT W[RRE If T 26. / / _ -46 -CD I� g 29E / 29/4N N / RIM=24.17/ 1 , � 5 ea / / 2 69 . �N .ol.l / 'I / z 70 ^25' FAA Z -_r'Ss' �3rJ j ill 1, 11 + 29704 5a 1 .e / 2 Qa / z5 rvz a 2a I 1 AV // -3041 X11 /' 'E cE 21' o _ I- I_'_ 1 ��6a_�_ d ENGINEER'S CERTIFICATION T r N- 1.162 6/ A ,i 29 / RIM 25+2 m 4 - ? 367 I ♦ ' IM-3340 _3 I - V r/ 29.4 23 _ _ / 36 1IFE _118 A �'�•� ERr6PVH t' 597 A � � rr _22900 J} i'4 2020-2116W 290 2fi-x2548 I I � 5 _ 2597 ( / 0 I '4P`5; / \931 /' Z9 r\� Clj/ RIC fi69 276 \N 29 �G\\\ / :rR2 '�3 B.50 d 2 .67E / 7.92 I' 2J la 2925 Td 6.86 K306a 4 V � .1 YI /36 ♦-� / / / r �3012IE ca zlal 4S _ 269611 -� . , .,,, .� / ..• , issae ';'.. C✓ VAVI 3fi 21 4 / / ' ' PIM-3612 -G-_ 27719 669 2764/ tB ES \ 29.541 29 'IN'-SIZC 152 3254 3102 � I o � �' � _, � l4P 99 J, - 0� +6aao T,PAbE 1 RIM 2750 �.1 HOWARD W YOUNG N.Y.S. S. N0. 45893n E ca 2140 1 r;%- 3' caz.ls 2Yu' '.27 / za,ea 2 - / - eso \ ),IE 2350 _ ASPHALT PA -ENT / _ �a 2B. -� \ 2e 304 .) }r 2 .\ _ R1M=3094 1 �2a� a0 _ THOMAS G. . ADAMS, N.Y.S. P.E hl0 �- & � F - ----� -�- - : -_ IE-. vas=e=- 1 =_ ,z IE 26 - z7 z9,Eo t� DOUGLAS E. ADAMS, h1Y5. PE. 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X7,4 / 0' ,a a f \ = 6.02 \/ 3 MHRRIO.OL 3z 1.1e ---�,. 063 1 / �/r 'r , RIM=31.25 IE=24.12 \ .7 2996-- 710 \ 2 - m RE 1 h 3z 901E=24. +} .Ss \�\ 0\21 9 HOWARD W. YOUNG, NY.5. L.5 N . 45093 � I 3 1 + 4w 34.74 \9 as 046 , 2995 W btllRl� T3".Y,35 5535641III \ RM�39.6 I }151 +31. I /N-MH%2.10.=1 G; _ ` 296.5 3693 1 III I`\ ` I .FIs v 4 „zsao ze.9e RIM=29.00 =s.7s 0.ta a4 --- 05 0 sz 3672 - -' 1 III ?4.10-A 3664 as as 8' 0 �3 31\ I / IE=15.51-N,5 3622+ +3a ,a 404 I /� /� / 1�,1' ISI Tom/ �/p 1 35.36111 11 \I ^\ 1 ],6h RIMC310'2• -.�f03 I3j0 30 - 30,79 29.51 2994 J4 LIFE 0ARE COMMUNI E/81 AN51ON n3 023 1 IL'v � _ 129' I 366 30 \E 3529 1 III ( I \ 44 e .LF. / T� 1 I 3 fi 304 so 3c 75 GP4' PEGON I G LANDING AT SOUTHOLD 1 III 'I' I 1 \ / / Sow 304,45 cbs G AREA w h' �Y 36.18 36.e0 30,94 1 III I \ ' 1 cans - 0.92 992 at Greenport, Town of Southold / \ - - m 1 h 1 Matchline y( Nd/»Io.o1.z NI 1 9�r3+ N-MH•z.Io.2 6B5 SuPPolk Count New York 1 34111 ` Po RIS=28.80 I DI 121966 EIM49550 � 01 _ ' GRADING DRAINAGE I \ ;J 1 III I. } . EF2474 1 - 1 sta[�,9e 1 \ � Il N 1 \ 3442 j III j ,lo s1 y, v 30. 6 ys� v I COunty Tax Map D15trio 1000 sa.no9 055 MICRON 01 La 25 E III - / �/ I "z AP - / /4 1\ O 38,719 RIM 8.50 ` 1 III MAP PREPARED JUN. Iq, 2012 4195 1 \ Y G I e91s 1 - - 3=62 3aED RI of Rev cions 9 JJ+ 1 42 o - _ - \\ , \ 3035 30.55 'P �`\ 1, 11 36 49 RECORD OF REVI510N5 DATE GENERAL OCT. OI 2012 3 V 133yH> 3 - AV A 0,11 U 55 GENERAL MAR 06 2019 0r \ MAC 1 1 \ IJNDF45ROUND UTILITIES FROM MARKOIIT APR 0 2019 _ _ _ _ E-CH 2.t20 \ 1 \ LINDFRC ROUND UTII_ITIFS PROM MARKOIIT MAY 10 209 }3,92 1 pl \,� I / /I .56 � t' _ I %. \ PIM=2e27 \ `, 3645 _ � GENERAL MAY 25. 2015 GENERAL JUL 10 2013 GENERAL OCTIH 2013 9 30 0 15 30 60 90 Scaler I" 30' 9 JOB NO. 2012-0133 DWG. 97702g0_2012_0135_slteplan 5 OF 8 11)xx w (1)DISRN[¢SHOWN xu ¢,b,cmi[s or THE MRVEY MAP NOT OEM'.' m n,11)-IF-. -HEREFDAT 1111 RIN I"TO ME I.-FOR TO' 'A MEMARED ADD ON HER IMALF TO THE ITIF COMPARIT OWARIMENTAL MWOl I'-'I" RATTIMI LEATO F.M.N. A WA ME AWOMENNEEM OF IN'-1. 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Tast, Architect e Ery MAN S DRAINAGE/5ANITARY SEWER LEGEND )/3263 1 N I \ 29,62 \� ��'2 °4 �� �S _ m wMlypaN r// 36 / , rMHxG 011 32 1l0 \ �2C=25.50 \\ 1 / 1, / /' �' RIM=31.25 �� 1 IE--24121 1 zsge Oat 2 1 add % -- \ v296+ 9°,s� NEW DRAINAGE/SANITARY SEWER 1356fi J1 35 fin 3 -SN,Htll.l6 5 I / N-MH#2103 ' _ a1 _ 2505 30934 `••J STRUGTURE5 FEW eu�°1'�T��� III \ RIMp99 5 w 3, 51 +31 ,zs.ao I I RIM=2900 6.ia 0sz/ 00,72 [,, O = EXISTING DRAINAGE-/5ANITARY SEWER 575 1 III �� AV 1 33.15 elN ^ eee E--2410-W �' 39 oe 0000 1 III I \ 1 = - so 4o STRUCTURE TO REMAIN �, 1 31 3 3 q 3 '31\ _ Qol / IE--15.31-N,5 3022+ +30 z°s.e zs s9 11 asadl B �v v\ \V eo- ! 3 IEC32 12 1 / Ja J RIM=31 a - - 1B,3 30 0 z I / 3079 s1 30 z3 = EXI57ING DRAINAWSANITARY SEWER '�I E=2 + / 3a 73 1 I 129'. I 305 30.- E 35 29 1 III tl I 1 ka a VIE / I 30 A9 8050 + - -30 Js cRES 5'1RUGTURE TO BE REMOVED aoz { I / 30 oo 30.05 cod 1 III tl l I 1 REVISED - \ _ I 361a 30 eo ma v r OF--w al Nur = EXISTING DRAINAGE/5ANITARY SEWER 0 94 1 ® I I I�IG AREA I� � - - to �� � r- I PIPE TO REMAIN ARS/ /` 1 0 I /- 1 1 1 x0.92 3o,9z \ - N Matchline 1 EXI5TIN6 DRAINAGE/5ANITAFFY SEWER 1+34.egll Itl \ ) m \I N 1110.01.2 m1 11 - yh3+ N-MH#2.10.2 oes PIPE OR WATER MAIN TO BE REMOVED 34l@P ` 9 RI1't=28.80 I - ml _ 129 ss _ l RIM=29.50 �' �i I IEp2W-R4 I I I - -\ \ IE=14.95 NEW DRAINAGE/5ANITARY SEWER PIPE 1 III 1'43 m I \ *tor lee 3a 42 11 I O 511 - -% \\ \ 30 O5 I O� 1s 9I 29eb r A 8.50 ti I I _o g.43 - \\ •\ � 1 III tlAV �V I . a.Yo' - 419529Is: - - A A 3952 3050 29 77+ v t� 341 III tl \I I_ O 14z \ 3035 Sass \ +1 �I}II� 11 \ l - zs , I _ NU m \ 3049 V 1'53,87 1 q` - v 'v �� 0,16 Q ass 1 III A tl Y�4 0 ;1 30.,9 3392 1 11 Itl 'S8 T E-CE 2120 \ 1 I(LI 1 "#33. 1,58 \ _ _ 1 - / \\ 51E-2029JN,5 VA\ 3045 71E=2415 W1 975 V 30.58 -'- 3345l 11 116.0 E--2644 1 _ 'I_ -29,23 ,! _� + 947 A �\ 30,33 1 1 �R=21339799 \G/ T' IE=264 N 1"/ e3320 + =2495 5 \ / // \ \\ Iso to -m 33.391 III 1 25' 30.911 /' T.aa / \L'4y/S212- 4 '29.49 / / - \z °\ T, 1 °y 3328+ 1 111 3 I - - l !_A� i /f IF 1 r��w1/r A V A 3130 �4 /i�V A A 'V 3550 u Y s"�F.H- - h 1 A /. 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L.S. NO. 45893n s 13057 THOMAS G WOLPERT N.Y5. PE NO 61483 - - 2z a2PE. 1 tl - - - f('• �j I N 213 DOUGLAS E ADAMS, N.Y.S. NO. 8089'7 1 �I - - - IN I- 6- y q, / / bi/ / i tl S2 04 N21B 90 I 1 �Ij rySMH11 RIM0 Z 76,30 q'� / n"/u// ' / / \ IE"I50 175O IE=22,07-N III a3 N IE=20.0'7-W 1 I Itl \ O - 31.74 w p n �f / i l le=19.5'1-5 N-1 2= 5.01-F SURVEYORS CERTIFICATION A 1 1 r tl \ 312 , \\ -"-- 1 \\ aUe 30 91tl 11 /'/ 020 - \\ / /Zpl l 1 ! / //// z,,a2 _ / NEL O Son , 1 / 17 / ' IWa1aC-tr' e..._ � 2027 / , 4'/ , o +2g 46 ss Ila,e'e'•m snR 3s r.f/ / / / i / � ' `� �GZ 893 �l 0 29.30 i 111129291 �n - Sys, *2850 HOWARDW YOUNG, N.Y.S L.S. NO. 45893 c�sfDLAN>USv� 0 I-DeH_z r--es \ 1SII ! N- MH><L196 0�/ ._•_,_�_�_,_,1,_ _ ✓ 'Mr I�'/ 21 5�' / \ \ a 1911111 R =26.50 a SECURE I -{x_\ 111 1E= s2-N ' +25 Jz WANDERING �/ I ,/ / , / 1E=19 -E / AREA ' 1 / , / „ 2,,27 LIFE CARE COMMUNITY EXPAN510N 1 111 +2947 " / / / PEGONIG LANDING AT SOUTHOLD � i 2861 III a' / ' // / // / / / �� N-SMH� 192 I 111 \ 2919 / �� '/ 28 / � / ,/ / / ,'\� RIM-2500 B 2825 1 2 1 \ 2a 21 E=1E.9s-w I of Greerport, Town of Southold R 26.34 1 111 I 227; / E=1655-" Suffolk County, New York GRADING & DRAINAGE \,+279, 8 47 2 67 AN 22 .� �m(�� m 25,36 \ / / 48 111 tl v / / County Tax Mai 91DInec 1000 sec+m9 035 emON OI Eoa 25 n 2829 , VItl / MAP PREPARED JUN. 19, 2012 1 ,5 • +29.B6 Record of Revisions RECORD OF REVISIONS DATE GENERAL OGT. 01, 2012 5PIDERAL MAR, 06, 2013 :Ram MARKOUT APR 12, 2013 MAY 10, 2013 GENERAL MAY 25 2013 GENERAL JUL 10 2013 GENERAL OGT IH 2013 30 O 15 50 60 90 ED Scale: I" = 30' JOB NO. 2012-OS5 DWG. 970290_2012_0155_slteplan 4 OF 8 nlN"" 1. _lD .hi"' ° n,"n . LIQ rn1MEv �:an ri"a:oo�°ioi:xo,�x'�ox::E,".°w��°°o'o:�mnw::,,'n°°�,o.:"o:,°u„°n mw o;',`�"�' 400 Ostrander Avenue, Riverhead, Naw York IPOI tol. 681.72-f.2505 fax. 651.72 1,0144 admin®youngenglnoeNring.cam ortxzg �# 90*44 Howard AN. Young, Land Surveyor Thomas G. Wolpert, Professlonal Engineer WASTEWATER COLLECTION SYSTEM NOTES Douglas E. Adams, Professional Engineer - Robert G. Task, Architect POURED CONCRETE krACCESS 1. ALL SEWER PIPE SHALL BE ASTM 3034, SDR 18 / 35 PVC, UNI-BELL, JM "BLUE BRUTE" OR ACGE55 STEPSB'm PVC: (SICK-15) NOTES: ON 0.6% INLET APPROVED EQUAL, UNLESS STRICTER REQUIREMENTS ARE STIPULATED FOR SPECIAL L ALL MANHOLES SECTIONS SHALL CONFORM CONDITIONS. INSTALL WITH PIPE BELL AT UPSTREAM (HIGHER) END OF PIPE To A.S.T.M c-475, LATEsr REYIsION B"0 FVC,OUTLET B) STANDARD SPECIFICATIONS FOR PRECAST ® O.6% OUTLET REINFORCED CONCRETE M.H. SECTIONS. 2 COMPLY WITH SUFFOLK COUNTY STANDARDS FOR SUB-SURFACE SEWAGE DISPOSAL SYST- EMS FOR OTHER THAN SINGLE FAMILY RESIDENCES, EXCEPT WHERE SPECIFICALLY PROV D- 2. MANHOLE RI5FR SECTION TO BE FURNISHED ED FOR OTHERWISE IN THE CONTRACT DOCUMENTS. OPENING IN 1,2,5 OR 4' HEIGHTS AS REQUIRED. 5 MANUFACTURER To CERTIFY THAT MANHOLES DELIVERED MEET ALL 3. PROVIDE CLASS .1L HAUNCHING AND CLASS 1L BACKFILL PER UNI-BELL SPECS IN ALL PIPE REQUIREMENTS OF S.c D.P.W. SPECS TRENCHES COMPACT TO 95% MODIFIED PROCTOR DENSITY, IN 8" MAX. LIFTS BACKFILL FINISHED 6RADE 4. LOADING rO CONFORM T AA5HT0 H-20 G.1 FRAME 4 COVER- CAMPBELL ADJUST TO GRADE WITH RED LOADING REMAINDER OF TRENCH TO 90 DENSITY IN UNPAVED AREAS, AND TO 95% IN PAVED AREAS. FOUNDRY PAT No. ICI: OR EQUAL ADJUST 0RrACE PATIN. RED COURSES 8 MAX. OF IS') 5. REHEAR TO CONFORM TO ASTM A-615-60 4. Fs=60pOOP51 ALL MFlIJHOLES AND COVERS SHALL BE DESIGNED FOR H-20 WHEEL LOADINGS. ) r n4 BARS ® B" PRECAST CONFORM To INLINE CLEAN- To 6. WELDED HIREMESH 5. ALL HOUSE CONNECTIONS SHALL BE 6" SDR-35 PVC AT 2% MINIMUM SLOPE TOP SECTION O G E W. BOTTOM 6..S.r.MA1BSE MESH TO 24'1 CIRCUMFERENTIAL REINFORCEMENT OUTS SHALL BE INSTALLED AT 75 FOOT INTERVALS AND AT ALL BENDS ON LONG HOUSE o s" 0.12 50 IN./FT. OF HEIGHT 7. CONCRETE TO BE 4p001-51 ® 25 DAYS CONNECTIONS, PRECAST - S. FLAT SLAB TOPS (NO JOINT) MUST HAVE RISER SEALING TOP f BOTTOM STEEL. 6. WHERE WATEP. LILIES CROSS SEWERS, HOUSE CONNECTIONS AND / OR STORM DRAINS, A MAN57EHOLE RueeeR SEPARATION OF 18" VERTICALLY SHALL BE ACHIEVED. IF THE WATER MAIN IS BELOW THE SEWER, THEIN AWWA C-900 PVC WATER PIPE SHALL BE USED FOR THE SEWER MAIN PRECAST USE FULL (20') LENGTHS FOR BOTH PIPES AT CROSSINGS AND INSTALL SUCH THAT CROSSING MAIN BASE CLASS A CONCRETE MAX. T INVERT SHALL BE IS AT MIDPOINT OF EACH PIPE, PROVIDE 10' MINIMUM HORIZONTAL DISTANCE BETWEEN PAR- } CAST IN PLACE IN ALLEL SEWER, WATER AND DRAINAGE LINES, THE FIELD f 4•0,. -y LOCK JOINT FLEXIBLE SLEEVE TIwsNEv SRAOE 7. MANHOLES SHALL MEET ASTM C478, EXCEPT AS SUPERSEDED BY THE DETAILS ON THIS DWG. MONOLITHIGAL BA5E SLAB cL covER al.covER 8. PRECAST CONCRETE SHALL BE 4,000 PSI. SHOP DRAWINGS AND CALCULATIONS TO BE REINFORCEMENT 4K4 BARS B" O.G.E.W TOP PREcnsT rRnFFIc BCARINb TOP CL� I'MIN. STAMPED B1' A PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF NEW YORK, AND ARE aMAx TO CONTAIN COMPLETE INFORMATION NECESSARY FOR THE FABRICATION AND IINSTAL- 4"D1A we o&T �O LATION OF THE PRECAST CONCRETE UNITS. TYPICAL SANITARY SEWER MANHOLE DETAIL nlP- 2alMIN Iaa' re=xoso 4"DIAPvc FLOW+ IE`x PIPE® IOD%MIN 9. CAST-IN-PLACE CONCRETE TO BE 3,500 PSI. ALL REINFORCING TO BE ASTM A-615, GRADE FLow uNe 60. ALL WELDED WIRE FABRIC TO BE ASTM 185. b b oss• O o N N 10. ALL CONCRETE FORMS TO BE OILED PRIOR TO POUR AND REMOVED, FINISHED WALLS TO HAVE CLEAN 1 SURFACES AND MUST BE FREE OF ANY SPLINTERS AND PROTRUSIONS J_ Moeoumlc 061, 11. ALL LIFTING HOLES TO BE PROPERLY MORTARED FLUSH TO WALLS. --- - a oo 12. PROVIDE RESTRAINED JOINT COUPLINGS ON ALL PIPES WITH SLOPES GREATER THAN 10 % C.I FRAME E COVER- CAMPBELL FOUNDRY PATTERN NO. 1007G, OR APPROVED EQUAL. GIREASE TRAP ASPHALT PAVEMENT N75 PRECAST GONG. COLLAR 2' ENGINEER'S CERTIFICATION —WYE— b" GLEAN SAND It GRAVEL PVC (SDR-18) .a-.. z > STOPPER OR END PLUS ' A'��' N ,I it�� O'•" - �E \ 4" PVC, SEWER PIPE 31JUDIrv6 CONNECTION NOTES: ; 50° BEND 30° ELBOW MISSION COUPLING (OR \ 30° BEND FLOW— EQUAL) WITH STAINLESS :;.'I') L L.... 1" - S✓ STEEL SHEAR BAND AND I:'-U\. _ ), tA- @UILDING 2.00% M SIN B" PJG SANITARY CLAMPS WITH ADAPTER HONIARD W YOUNb, NYS. L.5 NO. 45BP3n SEWER BUSHINGS TO CONNECT THOMAS G. WOLPERT, N.Y5 P.E. NO, 61483 SANITARY SEWER PIPES DOUGLAS E ADAMS, N.Y S. P.E. No, BOBP7 - - ,..e 45° PVC WYE 60° WYE IYN MISSIONCOUPLINS (TYPJ 4000 PSI CONCRETE CLEANOUT DETAIL SURVEYOR'S3 GERTIFIGATION � O FOR AREAS SUBJECT TO VEHICULAR TRAFFIC PVG WYE DETAIL `Y E4 FLAN PLAN �/i'pcU �, "T\• I I / TOP OF TRENCH E p P fIT ON z �5AN17ARY SEWER ° ° % % ° ° % HOWARD W. YOUNG, N.Y.S. L.S. NO 45093 4A•,h~'"" m MANHOLE B) PRESSURE % 17 MAX. 8" 12" MAX.— LOWER LIMIT FOR SHEETING L.APJD`'j� MANHOLE TO MANHOLE ° � u., DRIVEN AND FULLED FINISHED GRADE f TRENCH DEPTH T K CLASS a OR III MATERIAL LIFE GAPE COMMUNITY EXPANSION 2.00% MIN. _ z WATER MAIN OR ^ ° ° ° COMPACTED IN MAX b" LAYER TO WATER SERVICE PIPE FEGONIG LANDING AT SOUTHOLD E P5% DENSITY(ASHO. T-PP) e \ w 3� M EMBEDMENT ° ° _ < ° at Greenport, Town Of Southold 4000 951 CONCRETE , Suffolk. County, New York o MATERIALS 4 JOINTS EQUIVALENT TO WATER MAIN ° ° ° —, TRENCH IMDTH DETAILS TOANDARDS OF A55URE WATEROTIGH�TNE59N AND PRIOR TO BAG�KFILLIN6D ° o " ° ° o SECTION0 o HAND SHAPED BOTTOM ° County Tax Map oho-ht 1000 Sectio 035 oI°ck OI Lot 25 ° o a ° HOUSE CONNECTION DETAIL WATER/SEWER GROSSING DETAIL TRENCH DETAIL MAP PREPARED JUN. IP, 2012 Record of Revlslons RECORD OF REVISIONS DATE GENERAL OCT OI 2012 GENERAL MAR Ob 2015 IINDFR•ER IIND T TTI FROM MARKn T APR GriF I1N�R$RO IND 711 T FS FROM MARKO T MAY 10 pj CENERAI_ MAY GEN RF Ate__ IIII 10,=O p 6FN RAI OCT IS 2019 DO k Scale: AS SHOWN JOB NO, 2012-0133 DWS. P7C290_2012_OI55_elteplan 5 OF 0 pl ux w '.oinex¢z SND.xurnx FOR Ivor.'ENDS TO rnsnxc mry IDIDD RED sop a Benne auerox ADD ARE Nor TO 1A DANA TO esreuzN peop[err u•s oe FOR Ele DE—''ED 131 ore r 1p om .E1AEl HEREON SNALL RON A111 1.FEE 1EFAAN ADD AM.IS ASAII IS SISDAREED AND Ol I'S TO TRI 11i FROSSAN,RE"A'SENTAL RESED,.1 FORDSLA SAFTESEN IRTED HIRES,AND TON THE ASSIGNEES OF ESS LASTRIA ANDRODADE CENANSDATERS ARE NOTTRANDERANDER ED ASSITIONAL RESITTEFINI OR SESEASID", OF ..FOR LOC..S,DR AflT's'aX.'Eon,"SA IA,A�c,AAAAw lFPlxOR�NENEOx'+E f+w FEW DIANNA'ieox IF OR o+i.E ort�xE mox o FORDER 1WLI 01 OAST IRON FRAME 4 GRATE DRAINAGE PIPE II IR_I-I_I -VI-IIF GAMPBC-LL FOUNDRY, PAT NO E-lu-Lr' 3401 OR APPROVED EQUAL 400 Ostrander Avenue, Riverhead, Naw York 11901 6" MIN. LOW PERMEABLE SOIL L]-r Q,IP - DESIGN CHART QI „m.,mJl— m - T o tel. r51Qdm1n®youngenginelaring.com MASONRY CAP UNIT H I B GEOGRID LOCATION CAST IRON PRAME ! COVER 9 9, g2 eee111 eeeJJJ / i/� ”%� -II T �cAMPBELL FOUNDRY,PAT. No 4' 4' 6" 2' h' MIRAGRID XT GEOGRID REINFORCEMENT AS / WHd__III--Iii 00 00000 look OR APPROVED EQUAL. Howord W. Young, Land Surveyor 11111 MANUFACTURED BY MIRAFI CONSTRUCTION 0 000000 Thomgs G. Walpert, Professional Engineer PRODUCTS, OR APPROVED EQUAL III II _ 00000000 Douglas E. Adams, ProPesslonal Engineer s' S' s" z' 5' 111 lLl Il-III o 00000000 -"- 1-1 FIll ' / 1 00000000 �"� Robert O. TOl Archltect 1-W-f rll�l _ 00000000 H = HEIGHT IN FEET _ __11 _ 00000000 00000000 �� B = EMBEDMENT IN INCHES �_Q -�- 91, g2, ETC. = HEIGHT IN STANDARD MASONRY UNITS m�r�°Q—ID J 00000000 rLr�Iu—III "FIRMA" STYLE STANDARD MASONRY UNIT, -W-I I! IS = LENGTH OF GEOGRID IN FEET BROWN, AS MANUFACTURED BY NICOLOCK, U 0111 1 1 OR APPROVED EQUAL APPROXIMATE LIMITS (HEIGHT = 6") -_ T OF EXCAVATION I` 1 FILTER -,� o.j 4._0. FABRIC - - d d L _ 4000 P51 PRECAST CONCRETE 6 -W- OAST IRON FRAME 6 bAATE BOX AS MFG F SUFFOLK III I- - ¢000 PSI PRECAST CAMPBELL FOUNDRY, PAT NO OAST IRON FRAME F COVER GEMENT OR APPROVED EQUAL. �Q� REINFORCED SOIL CONCRETE TRAFPIO 3401 OR APPROVED EQUAL. CAMPBELL FOUNDRY, PAT No 8.0' IF-- -�IT BEARING SLAB AS MPG BY 11- -I"- (BANK-RUN LONG ISLAND IOO1G 0R APPROVED EQUAL. HIM WFFOLK GEMENT OR 4000 PSI PRECAST CONCRETE ,- ITI-W-ITI-I SAND AND GRAVEL) APPROVED EQUAL 6" MIN, LOW PERMEABLE SOIL Illy�-m�1,1,QW TRAFFIC BEARINb COVER mwa�1 MASONRY CAP UNIT drlmrt' �� 4000 PSI PRECAST VA AV��AA Ate;�`\�VA 1 VSASVA VA,`A A• fI,I�H, ���pWQ(��L� QQ 1i ( IHa IiL CONCRETEOX MFG. 5M SUFFOLK CEMENT ORFL[I � DYi �APPROVED EQUAL. MIRAGRID XT GEOGRID REINFORCEMENT AS �A III BIW�IIQIIFIIFI� IQ JI-l)�HII"'I�II'-ICT 4000P51 BOX MANUFACTURED BY MIRAFI CONSTRUCTION <' �coNCRETE Box A5 MFG. PRODUCTS, OR APPROVED EQUAL F -I Ill LH1LI � -((IIII77--IIIIHTmI-("H'�F BY APPROVED CEMENT oR -II- Il_I I_HII-III Q I' IFII- ll DRAINAGE PIPE i APPROVED EQUAL, _ IF, 'mW�W"F[Ii_ I[ -W - m QI� - < / £ DRAINAGE PIPE "FIRMA" STYLE STANDARD MASONRY UNIT, 3.0• _ ���- _ I_�II T_ BROWN, AS MANUFACTURED BY NICOLOCK, - Il-] I- Q-O�I- �, -II OR APPROVED EQUAL If-ll f IHIHI,,ITI,•.HH 6"0 PERFORATED HDPE DRAIN PAVED INVERT - I. 12 SLOPE -Q =Q _ 1_Ill-=FC! GONCR'cTE SHALL BE CAST IN (HEIGHT = 6•') -W-IHII-II-III II PIPE, OR APPROVED EQUAL PLACE IN FIELD o � e OFT ^ i — - r II-IF-Q-W APPROXIMATE LIMITS a om , - HT,I-I IW-- OF EXCAVATION 1 Q ¢ h 1 III` .2'-0, 4000 PSI PRECAST CONCRETE ¢r o ", FABR C -Q �FILTER r P BOTTOM SLAB A/SUMP AS BOTTOM SLAB -1000 FBI PRECAST _ MFG. BY SUFFOLK CEMENT OR 6'-O" � B - - - APPROVED EQUAL FINISHED GRADE a T-III- - �_Q NOTE NOTE VARIES W III-' REINFORCED SOIL I. WALL REINFORCEMENT WILL NOT BE REaUIRED To A DEPTH OF Dill 1. WALL REINFORCEMENT WILL NOT BE REQUIRED To A DEPTH OF 9'-O". ASP IF1=_-Ill-II (BANK-RUN LONG ISLAND "ALTPAVEMENT o '_ SAND AND GRAVEL) REINFORCEMENT 5N12'HAI AND O.G.GI/R2"HIN REINFORCEMENT 3R2HA AND OONCRETE O" SHALL HAVE WIRE FABRIC O BHALL HAVE WIRE FABRIC _ MIN VERTICAL WIRES - 12" MIN. VERTICAL WIRES - 12" OC, 1/211 MIN. COVER DOVER ICI 3 5TEP5 RE-aU1RED WHEN DEPTH EXCEEDS T-O" 3 STEPS REOUIRED WHEN DEPTH EXCEEDS T-O" m NllmlLml�- 1 - - SEGMENTED BLOCK RETAINING WALL CATCH BASIN 2' x 4' FLUSH GRATE 6' DIA. STORM SEWER MANHOLE — — F— — — — r—ITE NTs -J. J II -II II H Lf-II N75 N75 18" RECYCLED CONCRETE AGGREGATE II� (lml II- _ - 6"m PERFORATED HDPE DRAIN 'I I- I I I I I-I- 11 I II-II PIPE, OR APPROVED EQUAL 3 0' GUARD RAIL AS PER GUARD RAIL AS PER NEW YORK 5T1`TE NEW YORK STATE BUILDING CODE BUILDING CODE (STYLE A5 SELECTED �(5TYLE AS 5ELEC,ED BY OWNER) BY OWNER) IN �" ENASINEER'S CERTIFICATION 1 a• T FIN OR FIN. GR. jw\�/\\\\\/i ,� /i� /\ \/\ y 3 cr11� 7. V A��V A �. _ � /A " ' _, - N r �.. � - �✓ ear �I `LLE ( }%i// /./jAT '// ✓ /%i u / // //,/ HOWARD W. N.Y YOV- N. B9Sn N.Y LS. NO 45 IN THOMAS G. WOLPERT, .S P.E. NO 61483 �• (A�r. DOUGLAS E Al N.Y.S- P E. NO 80891 FRI ry GUARD RAIL FOR CONCRETE WALL GUARD RAIL FOR 5E611ARAIIENTED BLOCK WALL SURVEYOR'S CERTIFICATION NT5 Al CAST IRO"FRAME 1 LOVH2 LAHPEBI PWNORY,PAT. +J 11�Ip I WIG LR AFPROJEO FATIAL 9��� OAST IPON PRAHE a LOVER +" _ `i USE LAST IRON FRAME 1 _ LAMfEB.L FONNDRY,PAT Itl. •.Y u3E OAST IFON FRAME E 6RAlE I G oA1NEELL FWIIDRY,PAT NO ,+ Nilt I/, A. IOO1L OR APPROVED EQUAL. i�1,�� E'IN ,I/ I Go CONColl PAD 01 ATE CAMPBELL FOUNDRY, IISw OR APfR' OYm EmAL - }, Uj�) `\ 11-�12'� ttl w WITH GXG W W.F. PAr.No. IN oR APPROVm EQUAL. A•• ;w 17 DO CONCRETE RETAINING WALL IN. GR / / / x411 x111 141 0" ° KA � �_� /VA/\�\�� / jVi A/V/V A� . SAND GRAVEL uulNAse PI HOW _ \�j \ \ DRANAse pl ARD A YOLl N.Y.S. L o. 45593 J 5 2•-2" 3'-3" #4 6' 78" #4 ® 78" 4-#4 #4 ® 78'• �/4 ® 12' � O� \�////� . %i /A�/ / `'.Ai /� COMPACTED SAND 5' 2'-5" S-9" #4 ® 18" #4 ® 18" 4-#4 #4 0 18" #4 0 12" 2" _�f • DIA z m a ILI 2" J MIN °N WEEP HOLE ¢ tAl� IN USE cnsr lPi COVER a+ALL 7' 2'-6" 4'-2'• #4 0 14" #4 0 14" 4-#4 #4 0 14" #4 ® 12' 10'-0"OFC j a ¢ INSPECTION POOLS, � _ GAMIPiTE'OiAlFFARE.NOo.Ill LR LIFE GARS COMMUNITY EXPANSION 8' 2' 8" 4•-8" #4 @ 14" #4 0 14" 4-#4 #4 @ 14" #5 0 12'• - NQm ° APPROVED EQUAL,qi LEALHINEi LMLH • I.EEE`AST IRON wvER°"Au INSPEcnoN eASlxs a olPwslDN CONCRETE SLAB DETAIL wELLs g' 3'-2" s-2•' #4 „" #4 ® „” 5-#4 #4 ® „” �055 12° FIN. OR, PL LLS, B ��,IPNELA9TLONLREIE� FECONIC LANDING AT SOUTHOLD ].YSE LAST N FRAME E GRAT2.ORNAll 9ET M1O"MIN.BELOW FlNISHFD 6RME L„ ° p "F1'I I'u 14V NT5ME, ON°*MER PgoLs. 10' Y-7" 5'-9" #5 ® 12" #4 ® 12" 5-#4 #5 ® 12" ® 12' • Ll Fm LRERY,PAT.NO "Iiiii SAOR AH+FWEO EO ON LEALHINb CINCH BASINS a GIRi81oN E FIN.BoLlFiINI REASEE ONOT1C'FooL 6REWAFdMD PgELASTDOMEAS at vrPiBnlDOrt� Town of Southold 3 USE 4'fAC-LAST LONLREIE LOVBt EET Q' 6Ro A rPB BRIn 11, HF6,EY EFPOLK D,.T Suffolk County, New York FILTER FABRIC ENFIRE PIPE �C] Ool/' VE°�AL BANK RUN DETAILS srLRM NOTE: \ N PREL sr srORM °fh1 Al GOunt Tax Ma BIAtN=t 1000 s.Oenn 035 aleck OI Lot 25 N FINISHED SURFACE OF RETAINING WALLS b" of mi As ORAINA5E /MPI.EY wFF°LN ca,a'rr y ID MAY BE CONCRETE Of PATTERN OR MASONRY VENEER P • FINISHED GRADE DRAINASE MPs. Y eUPEOLK or"i OR PIPE LR S'Wrl. AD a _ �% ROAD SURFACE pIPE n EmAL GUARD RAIL 15 REQUIRED WHEN THIS [DISTANCE EXCEEDS 301NCh ES. MAP PREPARED JUN. 19, 2012 C ° u W K / r ° - 8 Q j Record of Revisions 3i - ❑® RENFRAI OF REVISIONS — DATE A GENERAL OGT. OI 2012 `� (OE,NFRAI. MAR. Ob 2013 E5 FROM MARKLIJT Al 12 201 NoCIReAROUND UTILITIE5 FRI IMA19i MAY 10, 2013 N L n " + ARCD=WA'lea � 3 JUL 10 ECH CzENFRAL —_NIAY?5 Zola SENFRA•,• g •, FFNFRAII OCT. IH 2013 w GONGRETE CURB 40001-51 10'-O' 10'-0' - EXPANSION JOINTS 20' O.G. TYPICAL LEACHING POOL, TYPICAL LEACHING POOL, REINFORCED CONCRETE RETAINING WALL CONCRETE CURB LEACHING GATGH BASIN LEACHING CATCH BASIN Scale: AS SHOWN NT5 OR DIFFUSION WELL OR DIFFUSION WELL JOB No, 2012-0135 a NT5 NTS NT5 DWG. 9-fo29o_2012_o133_sltaplan 6 of 8 FIND LE'OR E CONSIDERER 1B.1 A IBEI IRIS w(,I DISMISS slBm,HEREIN m�FILPEB'uxES EB Exisnnz s,EUsnEER"RE as"REmws.wPOEE ANS"B `(3E LIESER F USE URVEY:nox'E:°`SS':"iw,THE ::im:' OEN SEAL A EAR)Bmm IL RUB 'm(•I°EL n:o°�HEam:SL"u RUN ONLY,o°"w(°m:sx°PFBI NO R°E:1111'"E(:'m III.`x:`ow��m"TM m°i�`w"'va'B". I ONSUBBEI 400 Ostrander Avenue, Riverhead, New York IIgOI tol 651.7272505 fax. 651.1270144 admin�youngenginearing.com WATER SYSTEM INSTALLATION REQUIREMENTS 0j#1$ YoOLtu� Howard W. Young, Land Surveyor Thomas G. t, Professlonal Englnoer J _ Douglas E.. AdomAdams, Professional Engineer GENERAL uaolenrm6n �E :r,' * / Robert c. Tast, Arohltect 601E 1 . THE CONTRACTOR SHALL CONTACT THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES-OFFICE ' OF WATER RESOURCES, WATER QUALITY UNIT (B53-2250) AND THE SUFFOLK COUNTY WATER AUTHORITY 22 vEf:nczpvEF zecTloe ° t U (563-0203) AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT CEM ENT OF AINY WORK uNOlBrwmBo IM/ -�EOIL fiOIL 2. CONSTRUCTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE IIN ACCORDANCE WITH ALL APPLICABLE PLAN SECTION REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND THE SUFFOLK COUNTY 611W11NWe coeBiE£L VCBeR l�6lR�MING NHGR040B WATER AUTHORITY. n.r� Iia HCRIZOM�DEFLECTION a MATERIALS r IF ALL WATER MAIN PIPE FROM THE EXISTING WATER MAIN OF THE SUFFOLK COUNTY WATER AUTHORITY TO 10 udol6ao soa DOWNSTREAM OF THE METER VAULT SHALL BE CEMENT-LINED, DUCTILE IRON WATER MAIN AS MANUFACTURED ,• • „ BY U.S. PIPE 8t FOUNDRY, GRIFFIN PIPE PRODUCTS CO , OR ATLANTIC STATES CAST IROINI PIPE CO., IN COLI- uunlenr�m �_ eolL FORMANCE WITH AWWA C151 -8-I , C104-80, OR LATEST REVISION THE INTERNAL DIAMETER OF THIS PIPE SHALL f~ `1 BE AS INDICATED ON THE APPROVED PLANS. ALL PIPE SHALL BE CLEARLY MARKED AT THE FACTORY WITH THE ELEVATION 5EGTION SIZE AND CLASS OF PIPE, MANUFACTURER'S IDENTIFICATION, AND SHALL BEAR THE APPROVAL OF THE NATIONAL SANITATION FOUNDATION FOR POTABLE WATER. 2. THE PROPOSED PIPE FROM 10' DOWNSTREAM OF THE METER VAULT SHALL BE SDR 18, CLASS 150, WATER MAIN THRU5T BLOCKING POLYVINYL CHLORIDE (PVC) PRESSURE PIPE CONFORMING TO AWWA C- 900. THE INTERNAL DIAMETER OF We THIS PIPE SHALL BE AS INDICATED ON THE APPROVED PLAINIS ALL PIPE SHALL BE CLEARLY MARKED AT THE FACTORY WITH THE SIZE AND CLASS OF PIPE, AND MANUFACTURER'S IDENTIFICATION . 3. ALL VALVES, ELBOWS, TEES, AND CURBSTOPS WITHIN THE DISTRIBUTION SYSTEM SHALL BE CAST IRON, MECHANICAL JOINT, CLASS 250 FITTINGS AND SHALL CONFORM TO AWWA C-110. FITTINGS SHALL BE BITUMINOUS COATED OUTSIDE AND CEMENT-LIINIED INSIDE. WATER 4. THRUST BLOCIKJNG IS REQUIRED AT ALL FITTING LOCATIONS AND SHALL CONSIST OF CLASS B, 2500 PSI, MAIN CONCRETE. 6" GATE VALV 5. DUCTILE IRON PIPE SHALL CONTAIN] MECHANICAL JOIINITS, IN ACCORDANCE WITH AWWA C-600. PVC PIPE 6" HYDRAN SHALL CONTAIIN.I INTEGRAL BELL AND SPIGOT AND JOINED WITH RUBBER SEALING RINGS. THE JOINT DESIGN SHALL MEET THE REQUIREMENTS OF ASTM F-477-76 OR LATEST REVISION . RUBBER SEALING RINGS SHALL tVIEET THE REQUIREMENTS OF ASTM D-3212. THE JOINT DESIGN SHALL ALLOW THE PIPE TO EXPAND, CONTRACT AND DEFLECT. THE GASKETS SHALL PROVIDE AN ADEQUATE COMPRESSIVE FORGE AGAINST THE SEALING SURFACES OF THE BELL AND SPIGOT TO FORM A FLEXIBLE AND WATERTIGHT SEAL UNDER ALL COMBINATIONS OF JOINT TOLERANCES. INTO SOLVENT WELDS SHALL BE ACCEPTED. THE JOIINNITING OF FITTINGS SHALL CONFORM TO .AWWA C-111 -85, OR LATEST REVISION. 6 HYDRANTS SHALL BE SAFETY FLANGE TYPE HYDRANT, AS MANUFACTURED BY MUELLER' CO. (CENTURION 200) SHACKLE RODS CLOW EDDY (11,10 2640), OR APPROVED EQUAL. INLET BRANCH SHALL BE 6 INCH , CEMENT-LINED DUCTILE IRON CONCRETE THRUST BLOC PIPE HYDRANTS SHALL HAVE ONE 4 1 /2 INCH PUMP NOZZLE AND TWO 2 1 /2 INCH HOSE NOZZLES 7. WATER SERVICE LINES SHALL BE TYPE "K' , SEAMLESS COPPER TUBING. WATER SERVICES SHALL INCLUDE CORPORATION STOP, PIPE SADDLE AND CURB STOP. ALL COMPONENTS SHALL BE AS APPROVED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. ALL WATER SERVICE LINES SHALL BE ONE CONTINUOUS, 41/2" PUMPER NOZZLE COPPER LINE FROM THE CORPORATION STOP TO THE CURB STOP. SERVICE CONNECTIONS (CORPORATION STOPS) 6" HYDRAN Q� SHALL INCLUDE A SERVICE CLAMP, OR SADDLE. SERVICE CONNECTIONS SHALL NOT BE TAPPED DIRECTLY INTO A �(2) - z 1/z" HOSE NOZZLES PVC WATER MAIN. PIPE DOPE, SOLVENTS, OR OTHER SOLVENT WELDS SHALL INIOT BE USED IN MAKING SERVICE CONNECTIONS TO PVC WATER MAIINS. THE SIZE AND LOCATION OF WATER SERVICE LINES -TO EACH COTTAGE AND TO THE APARTMENT BUILDING, HEALTH CENTER AND COMMUNITY CENTER SHALL BE AS SHOWN ON THE APPROVED PLANS. 8. ALL IRRIGATION LINES WILL REQUIRE APPROVED DOUBLE CHECK VALVES (DCV) CASTIRON 9. BACKFLOW PREVENTION DEVICES (RPZ) WILL BE REQUIRED AT THE APARTMENT BUILDING AND HEALTH/COMMUIIITY VALVE BOX ENGINEER'S CERTIFICATION CENTER AS REQUIRED BY AND INCONFORMANCE WITH THE REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND THE SUFFOLK COUNTY WATER AUTHORITY +Bw+hmP. 10. WATER METER VAULT(S) SHALL BE AS SHOWN ON SUFFOLK COUNTY WATER AUTHORITY , DRAWING DT-201 . CONCRETE THRUST .'; 0�G NEW BLOCK 7, ^� GRAVEL (2) - 3/4" STEEL INSTALLATION HYDRANT DRAIN (CLEAR FR 6" GATE VALUE SHACKLE RODS THRUST BLOCK) . . • d:P3_: = !. . , _P_ . r'_ ', �� VLA N 1 . ALL WATEP. MAIN AND SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH AWWA STANDARDS AND THE �y RECOMMENDATIONS OF THE PIPE MANUFACTURER. \YUA\ HOWARD W. YOUNG, N.Y.S. L.S. NO 45675n l x.61 THOIwIAS G. WOLPERT, N.Y 5. F.E NO. 61485 2. A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED FOR ALL WATER MAIINL PIPE. BACKFILL MATERIAL FIRE HYDRANT bUL1GLA5 E. ADAMS, N.Y5 P.E. NO 60897 SHALL BE FREE OF ALL LARGE STONES AND SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A NTS SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELT SUPPORT AND PROTECT THE PIPE. `.STONES SHALL BE h REMOVED FOR A MINIMUM DEPTH OF 6 INCHES BELOW THE BOTTOM OF THE PIPE. SURVEYOR'S CERTIFICATION 3. ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER MATERIAL OF 54 INCHES AT FINAL GRADE. 4. FITTINGS SHALL BE FURNISHED AND INSTALLED WHERE INDICATED ON THE PLANTS OR OTHERWISE DETERMINED TO BE REQUIRED. III NO CASE SHALL THE DEFLECTION OF JOINTS EXCEED 4% OF THE INSIDE DIAMETER. NL�1'p� by r;, 5. THRUST BLOCKING IS REQUIRED AT ALL TEES, BENDS, AND HYDRANTS. CONCRETE SHALL BE POURED AGAINST lira :"`. "�^'T: ',7-- 7!; UNDISTURBED EARTH. If1 kl x� 4� S. WATER MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED ,� frVT/uL- n�� tiE"^ \ d\ �!""`=',_�;"�•'- °- RE SANITARY SEWER. WATER MAIN CROSSING SEWERS SHALL BE A MINIMUM VERTICAL DISTANJCE OF 1B INCHES. i j FE ,� -I/z" WEARING COURSE f� \ n, IN CASES WHERE WATER MAIINL CROSSES BELOW A SANITARY SEWER, THE SEWER PIPE SHALL BE SDR 18 N N `'` i '^�`�59Ci���' NN NN PRESSURE PIPE FROM MANHOLE TO MANHOLE. \ 'N N 2-I/2" BINDER COURSE rlowARDw YourlG, N.Y.S. L.S. No. 4s5g5 6J �N�rJU N BE 6" RECYCLED CONCRETE BASE LIFE CARE COMMUNITY EXPANSION TESTING I=L-E =III=III=III=ITL=III=III PEGONIG LANDING ?.T SOUTHOLD b" STA$ILIZED SOIL BASE1 . ALL WATER MAIN PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IIN ACCORDANCE WITH AWWA at Greenport, Town of Southold STANDARD C 600-82, OR LATEST REVISION. 50folk County, New York 2. ALL WATER MAINPIPE SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C651 -86, OR DETAILS LATEST REVISION. THE CONTRACTOR SHALL FLUSH THE MAIN THOROUGHLY BEFORE DISINFECTION WITH RI CALCIUM HYPOCHLORITE, HTH, OR APPROVED EQUAL. CHLORINATION SHALL RESULT IINI A CHLORINE - RESIDUAL OF AT LEAST 50 MG/L. FOLLOWING A 24 HOUR DETENTION PERIOD, THE MAIN SHALL BE ASPHALT PAVEMENT SECTION County Tax Map msm.t 1000 seUEno„ 055 elaErtol Lst 25 FLUSHED AGAIN. rfTCj MAP PREPARED JUN. Iq, 2012 IS Record of Revisions RECORD OF REVISIONS DATE GENERAL OGT. 01, 2012 GrNPRAI _ MAR 06. 2015 UNDERGRQUND LLTi ITIE9FROM MARKOI11 APR 12. 2019 IINDERGROIIND UTILITIES FROM MAP.KOUT MAY 10, 2019 GPNPRAL MAY 25 2013 SENERAL JUL. 10 2019 GENERAL OGT IH 2019 IS I. Scale: A5 5HOWN OR J00 NO. 2012-0135 DWG. 910290_2012_0155_sltepion 7 OF 5 Ip°x w,(1)I s,A nines a HARD AAA—uer x°r.u°w° m ♦,p)om e lel 11 luc'"nD'11 xws IM.. x:,sne: AN 110.1.11"fin 400 Ostrander Avenue, Rlverheod, New York I Ig01 1 sa pp /// / / / / ° / � tel. 631. � -12-1.2303 fax. 631127.0144 n�d}m4lny®youngenglneering.com C STORY FRAM ' V COTTAGE OR 3° � .]a']eE '6 AD J z Howard W. Young, Land 5urve or 11 oll /A / Thomas G. Wolpert, ProPesslanal Engineer W / w ne — / \ /// / / / /7 — E Douglas E. Adams, Professional Engineer / A w1UH / / Robert G. Tast, Archltect 1 D7 73 ME ARM /ggMY�w x6 a] 1 V Q� Y \ // / i —�BYUj3 / — x]Ix° \ \ "\3 — / \ �41r ED ,psi \ 1 \ \ D.EN \ TENNI C \ 1 64 V� // // ON ]e ,° s \ ] \\ .3Ei .]e / / / / / / / I roe / ANN / z / ,_,6° / ° / 2 's ,]95 / 2 .v] 3 G( .]E IN xxY le / Y WT%/ NO 11 ae esl s6 / �f ew:6uwl mS,w / m �� HAS xe,ds z I . 9 li-z,z w cw.an o°terns / / nse ° J1 I Do ON PBOR 6 /00 VO^^6 ^ \1 /ry .'N: /� °�°6° ADS R, 27 57 i r ^ NEED// IS 71 n]�/ A1AU,_ wEwmr // ie ze°�°fl // xa,° q�ca zi9l.4/ 53� `" .r\)\\ III •�0\i°/3�/ I III ,9e9 x09° / / / 0� \ _ /M�25� / V /iA / ,]°„ QI / / / E-E021]0 I wI2p 65\� d 2! / //x6]6 .. 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Ixn6 n 1 ) n z 1 111 6 , ]046 1 /® - _L. \ L_. n. 1 III / I ' I n s, / I v , 1 -f r'' I�)��`, 11 IIII / ,MI i 9]� e 1 III i\ ],II I ' J v OD 11 IN sS 1 111 V1 ss ]41� III � / / U.S 0 vP^] \\ ]0]5 \ \ �r0,9 vrl Irl. 1 ] x lei le e .. E-°0212°ni ` DIED 1 1 \ ] I 1 . IM-z°z] 1\\\ ]E 95 bH a xa e61E-9029 X.6 A A, I I l •.1. z�E-s�m w \ I;v' \ 11 HOWARD W. YOUNG, N.Y.S. L5 NO 45893n (/ IP-ca z,z, le..a. x]5...zv os ✓ n v 1 1 . ` \ w\. thb---- , n,6 1 p1 ,\sux nsn ]2e6 flrP•' °E 1 I a9 / fie— ` '0 I 1 DOUG S EwADAMS N Y.5 P E. NO. 0189-1 ` r PIM-!!.v i6=iY, a, vu,• \ / /♦ `\\ \ I All z]] / z g // / / � \ ` e °^� ill I ) / / ea / 7 ;�, III ' 'off „]E o 4 \ \\ .2812 ]E E 5URVEYOR'S CERTIFICATION r^ W" III, \ n f AQ1 A ASIE.PAVEMENT •5b 1 VO A \\ 2 \�\ r]°ID 1111 _ nn IAI11 1 A ]s2 \� z°6i I I I\ I Vs A V `11y A V I 1n \ \ \ \ I m— J °nA \ \\ , 1 2D15ED AM � wr ARA No v�\ e A 'v`` ]559 --am. s,/ r IIE Rvs Av" I` �Z 11\1+\ AN \\ � \ \� � —_]- - ---/� ' \\a�\\ I \`s.er �� 121152 29 s9 2996 e� w - jJA •� .F8mm,."� �' 1h' \\ �Slae_ — _ // I ^y� \\ \ z --xM 99\ \ —\ IS ,,��• ( I " - ) .n], \ uxvz041 es' �e \ \ —z9 . eek' US ] II 11W \ IE+fl2 \ \'b I z6A, — 2 �As Iv rn`II11� \ rose]`�,P \ \ \j \z!s,'F.:.�w .z6 i' i 12 or '•+ 1,71 w�Y q w HOWARD W YOUNG, N.Y.S'. Il 43 '1 11 12` \ /`LS`/� yN -?mom/ y 3 x6/ S,se 1 LIFE CARE COMMUNITY F—XFAN51ON sux vr].v 1el' Y_0_0°EF_____ EMn1Pd / / 1 _ _ / / / d J / Inm-m,n \____ — L_,e IE=iuw PSG NIG L,4NDING AT SOUT _ ____ --- E_ .5 / / JI e2 \ O HOLD 1 11 e f r°BE VIF // / / / I 22]9 PIM-b.P! ld E DM= , N Il,r. ` 1 ']0 / / / // I I rOOEVAFE IE-e°""iY'sE ' 1�69, d A I / "p�%e 1� Uf 0 GOU P.W Or at reenpor , Town o Sou o v S f Ik nay, N York 1 C III. 1 - - D"�WAiEIi MIH i A I ar �(:,: 4z / ELL � 1Z 57 l / y ,� ; EXISTING CONDITIONS FLAN 11 I int \ "'4 / ^'0'Y /y`l County Tax Map elAmet 1000 seen°P 055 aleck 01 _Ht 25 RI `\ °o° illi \\n" / � — \ au° !/ / l l l I /Y y�/ rv_ / / ]°21.]°,6 , I / / °Azo/ / \ MAP FREPARED OGT, 18, 20e ASIA, /A I Ill/ / Record of Revisions, a�� / , 1 1 lug1.12 a FZ,:ORD OF REVISION5 DATE OR n I 1 _Yee A, —A .ID I ® / /A/ /`Y/�V / - 3-- 2, 7 9 1 II'LIAIDED' // // / / //A, �, , / 40 0 20 40 e0 120 SUL 3e Al Ii1iIl21 / 2Y / /,n// /�// / i /` Scale: I" = 40' 2 21 I e], I 3111 JOB NO. 2012-0133 BOF B \ \ xr9 / DWG. 910290_201Z0133_topo