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HomeMy WebLinkAboutSCWA OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM Jill Doherty, President To: Town of Southold Board of Trustees//,/ From: Mark Terry, Principal Planner LWRP Coordinator Date: August 15, 2010 Re: SUFFOLK COUNTY WATER AUTHORITY requests a Wetland Permit for the installation of a water transmission main in road bed of Route 25. Located: Route 25, East Marion to Browns Hill Rd., Orient The proposed local action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided to this department as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the below listed LWRP Policy Standards and therefore is CONSISTENT with the LWRP. This recommendation is based upon the responses within the LWRP Consistency Assessment Form submitted on July 25, 2010 and the plans titled Township of Southold Plans for the Extension of Water Main Road (NYS Route 25) East Marion/Orient, New York dated June 17, 2009 Policy 1 Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. The longstanding planning goals of the Town of Southold "reflect the interest in preserving and enhancing the natural and built environment and providing opportunities for a level of growth and expansion of the economic base that is compatible with the existing scale of development, availability of water, existing sensitive environment of the Town and its historic heritage" (Town of Southold Planning Board, 1985, p3). existing scale of development, availability of water, existing sensitive environment of the Town and its historic heritage" (Town of Southold Planning Board, 1985, p3). Policy 5 Protect and improve water quality and supply in the Town of Southold. The purpose of this policy is to protect the quality and quantity of water in the Town of Southold. Quality considerations include both point source and non-point source pollution management so that existing and potential sources of groundwater contamination are either removed or reduced significantly. The primary quantity consideration is the maintenance of an adequate supply of potable water in the Town to supply the proiected demand from residential and a.qricultural uses. The Town of Southold's Water Supply Management & Watershed Protection Strategy. was endorsed by the Town Board in June of 2000, and its goals and objectives are incorporated by reference into Southold's Local Waterfront Revitalization Program. The Goals and Objectives are listed below: Goals 1) To protect and preserve a healthful drinking water supply sufficient to serve the existing future residents of the Town, while maintaining and enhancing the natural resources and quality of life in the town. 2) To provide public drinking water to existing residents and businesses in need without precipitating uncontrolled growth. 3) To manage future growth to ensure a sustainable drinking water supply from the Southold Township sole source aquifer. 4) To preserve the town's farming blocks in order to protect farming operations, limit the need for additional drinking water in these areas, and provide, through agricultural best management practices, a continual improvement to the groundwater quality in the area. 5) To conserve drinking water supplies by reducing wasteful water use. 6) To integrate land conservation, agricultural activities, and development control to preserve a sustainable balance between water recharge and drinking water use. 7) To constructively protect the Town's sole source aquifer from contamination by inappropriate land use practices. Obiectives 1) Develop land management and zoning strategies: To prevent inappropriate land uses or practices from occurring within designated groundwater protection areas; · To guild development in order to minimize its impact on the groundwater aquifer; · To scale development to a level which respects the limitations of water supply. 2) Develop strategies to mitigate or remove existing threats to designated groundwater protection areas, or mitigate possible deterioration to drinking water quality, especially in private wells. 3) Promote and guild compact, orderly growth into areas where sustainable drinking water supplies exist. 4) Preserve and protect groundwater recharge areas in and around existing and planned drinking water supply well-heads. 5) Accommodate growth and change within the Town which: respects the geographical and geological limitations to the drinking water supply; does not damage the groundwater aquifer; does not, by cumulative impact, destroy the fundamental economic base, environmental character and unique way of life which make up the quality of life in the Township of Southold. The proposed action will not conflict with the above policies, stated qoals and objectives. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Martin Finnegan, Town Attorney Lori Hulse, Assistant Town Attorney Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions eonta'med in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.ne0, the Board of Trustee~ Office, the Planning Department, all local libraries and the Town Clerk's office. ~- B. DESCRIPTION OF SITE AND PROPOSED ACTION SCT]V[# n/a The Application has been submitted to (check appropriate response)." ...... TowaBoard [] Planning Dept. ~-~ Building Dept. [] BoardofTrustees ~-~ Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital [--~ construction, planning activity, agency regulation, land transaction) ~ (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent o f action: Installation of water transmission main in roadbed of Route 25 o Locationofaction: State Route 25 between East Marion and Browns Hills Road, Orient Site acreage: n/a Present land use: state roadway with electric and gas utilities Present zoning classification: n/a If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Nameofapplicant: Suffolk County Water Authority (b) Mailing address: 4060 Sunrise Highway, Oakdale, NY 11769 (c) Telephone number: Area Code ( )_ 631-563-0236 (d) Application number, if any:_ n/a Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes [-~ No[~ lfyes, which state or fedeml agency?~ see enclosed letter and permits DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section II1 - Policies; Page 2 for evaluation criteria. ~ Yes [] No ~ Not Applicable See analysis in EAF.enclosed herewith. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria [] Yes ~-~ No [] Not Applicable See letter from New York State Office of Parks, Recreation and Historic Preservation Attach additional sheets if necessary Polley 3. Enlumee visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluafiou criteria [] Yes [] No ~ Not Applicable Project involves no visible above-ground structures. Attach additional sheets if necessary NATURAL COAST POLICIES Poficy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria [] Yes [] No [] Not Applicable Attach additional sheets if necessa~ Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section IH - Policies Pages 16 through 21 for evaluation criteria Yes [] No I~Not Applicable Pro.ject will provide clean public water supplies to existing structures and residences along the route of the transmission main. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. Yes [] No~-~ Not Applicable See analysis in enclosed EAF. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. [] Yes ~ No ~ Not Applicable Attach additional shec~s if necessa~ Policy 8. Minimize environmental degradation in Town of Southoid from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. [] Yes [] No [] Not Applicable Project will reduce the need for private water filters alon$ the route of the transmission main. Such filters concentrate contaminants and discharge them to the groundwater environment, which in turn leaches into coastal waters and wetiana areas. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section IH - Policies; Pages 38 through 46 for evaluation criteria. [] Ye~] No ~ Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section IH - Policies; Pages 47 through 56 for evaluation criteria. ~-~ Yes ~'~ No [] Not Applicable Project will provide clean drinking water supplies to existing water dependent uses along the route of the transmission main. Project will provide fire protection to water dependent uses along the route of the transmission main. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section HI - Policies; Pages 57 through 62 for evaluation criteria. [-~ Yes [] No [-~ Not Applicable Project will rednce the need for private water filters along the route of the transmission main. Such filters concentrate contaminants and discharge them to the groundwater environment, which in turn leaches into coastal waters and wetland areas. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. [] Yes [] No ~-~ Not Applicable Project is a water transmission main - no new development may hook up to the main, only existing structures and residences. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section HI - Policies; Pages 65 through 68 for evaluation criteria. [] Yes [] NO [] Not Applicable Created on 5/25/05 11:20 AM TOWNSHIP OF DRAWING INDEX SOUTHOLD PLANS FOR THE EXTENSION OF WATER MAIN ON MAIN ROAD (NYS ROUTE 25) EAST MARION / ORIENT, NEW YORK JUNE 17, 2009 Suffolk County Water Authority 4060 Sunrise Highway Oakdale, NY 11769 (651) 565 0586 LOcA'nON MAP REVISED 02-10-2010 REVISED 01-25-2010 REVISED 11-16-2009 SHEET TS-I REVISED 9-,.3-2009 1 OF 64 GENERAL NOTES 11. ANY SIGNS MISSING AS A RESULT OF S.C.W.A. CONSTRUCTION PRO.CT SHALL BE REPLACED AS PER N.Y.S. STANDARDS 8~ SPECIFICATIONS, NATIONAL MANUAL OF UNIFORM CON~ROC DEVICES ANO N.Y.~ S~JPPLEUENT OR ORDERI.~ BY STATE ENGINEER (IF DAMAGED AS A RESULT OF CONSTRUCTION) 12. REPAJR E~S~NG SHOULDER, SIDEWALK AND CURBING AS ORDERED BY STATE ENGINEER. IF ~HE SHOULDER IS USED TO SUPPORT TRAFFIC IT WILL BE RECONSTRUCTED AS ORDERED BY THE STATE PERMIT INSPECTOR 15. REPNR AU. DIS~JREiED PAVEMENT MARKINGS AS PER ~HE N.Y.~ STANDARDS AND SPEGIFICATIONS OR AS ORDERED BY ~IE ENGINEER. 14. ANY E~S~ING CONCRETE SIDEWALK BIS~URBED AS A RESULT OF SCWA'S WORK SHALL BE REMOVED FROM THE SITE AND REPLACED WITH 1-1/2" OF HOT MIX ASPHALT AND MAINTAJNED UNTIL SUCH TIME AS PERMANENT RESTORATION OF CONCRETE SIDEWALK SHALL BE PERFORMED BY ~HE CONTRACTOR ACCORDING TO NYSDOT STANDARDS AND EPECIFICATIONS PRIOR TO THE COMPLE-~ON OF/HE PROJECT. ALL NEW SIDEWALK SURFA~ TEMPORARy OR PERMANENT SHALL BE CONSTRUCTED AND MAINTAINED TO ADA COMPUANT STANDARDS. ALL NEW SIDEWALK SURFACES SHALL MEET EXJSTINO PEDESTRIAN FACILITIES IN A FLUSH AND ~ MANNER. TEMpoRARy OR PERMANENT DE-IECTABLE WARNING STRIPS SHALL BE INSTAI lYn AS REQUIRED." DL~CTABLE WARNING UNITS SHALL BE ADDED TO CURB RAMPS AT STREET INTERSECTIONS AND AT STOP- OR YIELD- CONTRCI I ~ ENTRANCES TO COMMERCIAL OR PUBUC FACJUTIES WHERE THE ENTRANCES FUNC~OR EKE PUI]UC STREETS. DE~CTABLE WARNIG~ SHOULD NOT BE INSTAI Ir~ ON CURB RAMPS AT RELATIVELy MINOR ENTRANCES SUCH AS RESIDEN]IAL OR COMMERCIAL DRIEWAYS- UNLESS THEY ARE CONTROLLED BY AN OFFICIAL SIGNAL OR SIGN ~0. ~.W..e..O.~.S_..U.a_N_~..UGNT EM~rn.o O~OOES (,~,) AS TH~ 22. 21. IN ADDI~loN TO THE DEVICES SHOWN IN THE MAINTENANCE AND PROTECTION OF TRA~:~'/C SCHEMES OF THE MUTCD AND THE PLAN~ SHADOW VEHICLES AND MORILE CONSTRUCTION ZONE IMPACT AT~UATORS SHALL BE PROVIDED WHERE WORK IS LOCATED IN A CLOSED SHOULDER OR TRAVEL LANE ADdACENT TO TRAFFIC AT ISOLATED OR FIXED LOCATIONS WITHIN THE WORK ZONF- ]~IE SHADOW VEHICLE SHALL ONLY BE USED WHEN WORKERS AND/OR EQUIPMENT ARE ACTUALLY OCCUPYING THE SI~E OF WORK. THE SHADOW VE~IICLE SHALL RE POSI~ONED TO PROTECT THE WORKERS IN THE E~T OF WORK ZONE INTRUSION. SHADOW VEHICLES MAY NOT BE REQUIRED WHEN THE WORK OPERA~ION TAKES PLACE OVE~ AN EXUDED AREA SUCH AS FOR PAVING, JOINT SEALING, OR PAVEMENT REPAIR OPERATIONS (EXCEPT WHEN SUCH WORK TAKES pLACE WITHIN 360 M OF THE BEGINNING OF A LANE CLOSURE) OR WHERE WORKERS ARE PROTEC~:D BY THE USE OF CONCRE'~ BARRIER OR ON SIDE STREET LANE CLOSURES. THE LOCATION OF SHADOW ~F-NICLES SHOWN ON THE PLANS IS NOT FI~ED. THE CONTRACTOR SHALL AT ALL TIMES POSITION THE VE~IICLE CLOSE ENOUGH TO WORKERS TO INSURE MAXIMUM PROTEC~ON. THE CONTRACTOR SHALL MOVE SHADOW VEHICLES AS THE ACTUAL WORK LOCAT/ON WITHIN THE WORK ZONE CHANGES. IN NO CASE SHALL ~IE SHADOW VI~ICLES BE PARKED CLOSER THEN 80' FOR A STATIONARY OPERA~loN NON CLOSEN THEN 120' FOR A MOVING OPERATION, FROM THE BEGINNING OF THE WORK AREA. MORE THEN ONE SHADOW YEHICLE SHALL BE USED IF WORKERS ARE WORKING AT WORK LOCATIONS SUFFICIENTLy SEPARATED TO REQUIRE Si~ARATE VE}'IICCE. S. 25. WHERE NEC~y, OR AS REGUIRED BY THE ENGINEER, THE CONTRACTOR SHALL U~UZE FLAGGERS AT DRIVEWAYS TO 24. THE CONTRACTOR SHALL UTIUZE AN EXCAVATION PROTECTION SYSTEM WHEN NECESSARY. SHEE-nNG, SHORING, A SHIELD SYSTEM. I.E. TRENCH BOX OR TRENCH SHIELD OR OTHER PRE-ENGINEERED PROTEC~VE SYS~I MAY BE USED TO PRE~ENT CAVE--INS. THE REQUIRENENTS OF ANy PROTECTIVE SYS1EM SHALL BE AS CONTAINED IN 29CFR1926. IT MAY BE LEFT IN PLACE ONLY WI~I DRAJNAGE S1RU 26. S.C.W.A. SHALL COORDINATE ITS WORK WITH NA~1ONAL GR~D IN ORDER TO AVOID CONFMCTS AT ON NEAR STATION 54-~OO 27. S.C.W.A. CONTRACTOR SHALL CCF_AN E~IS]INO DRNNASE BA~NS ALONG AND iMMEDIATELy ADdACENT TO THE NY~ RTE 25 SITE FRONTAGE. REVISED 02-10-2010 REVISED 01-25-2010 SHEET 0-1 REVISED 11-16-2009 REVISED 9-3-2009 2 OF 64 NOFE.. COORDII~4TE ~ N.~ STATE Pf~NE ~ £L ~ 3104: D~qTUM¢ N. AD. 1927 CENERAL NOTES 28.) EXCAVATION WITHIN THE DRIP-LINE OF EXISTING TREES SHALL REQUIRE THE USE OF ME~HOOS TO MINIMIZE ADVERSE IMPACT TO THE TREES INCLUDING THE LIMBS AND THE ROOTS. TUNNELING UNDER OR AROUND ROOTS BY DRILLING, USING COMPRESSED AIR, AUGER BORING, PIPE JACKING, OR DIGGING BY HAND ARE ACCEPTABLE METHODS. THE CONTRACTOR MAY PROPOSE ALTERNATE METHODS OF INSTALLING UTILITIES UNDER AN EXISTING ROOT SYSTEM WHEN WORK IS WITHIN THE GRIP-LINE OF TREES. MACHINE TRENCHING WITHIN THE DRIP-LINE SHALL ONLY BE ALLOWED AS APPROVED BY THE ENGINEER IN CHARGE/REGIONAL LANDSCAPE ARCHITECT. ALL ROOTS IN THE WALL OF THE TRENCH ADJACENT TO THE TREES SHALE BE HAND TRIMMED. MAKING CLEAR AND CLEAN CUTS THROUGH THE ROOTS. ALL DAMAGED, TORN, AND CUT ROOTS SHALL BE GIVEN A CLEAN CUT TO REMOVE RAGGED EDGES, WHICH PROMOTE DECAY. CUT ROOTS WITH SHARP PRUNING )NSTUMENTS; DO NOT BREAK OR CHOP. RIPPING OR ~ARING OF TREE ROOTS SHALL NOT BE PERMITTED. 29.) TRENCHING WITHIN THE DRIP LINE, INCLUDING ALE ANTICIPATED AREAS OF LAYBACK, SHALL MAINTAIN A MINIMUM CLEARANCE BETWEEN THE OUTSIDE EDGE OF TREE TRUNK OR ROOT FLARE AT GROUND LEVEL AND THE BEGINNING OF GROUND DISTURBANCE. THE CLEARANCE BETWEEN TRUNK AND EDGE OF DISTURBANCE SHALL BE EQUAL TO THREE TIMES THE DBH (DIAMETER AT BREAST HEIGHT) OF THE TREE OR 24", WHICHEVER IS GREATER. TREES WITH A 24" 0DH OR GREATER SHALL MAINTAIN A DISTANCE OF NO LESS THAN FIVE (SI FEET BETWEEN TRUNK AND EDGE OF DISTURBANCE. A GREATER DISTANCE IS ENCOURAGED. 30.) TRENCHES SHALL BE BACKFiLLED WITHIN 24 HOURS. WHERE THIS IS NOT POSSIBLE. THE SIDE OF THE TRENCH ADJACENT TO THE TREES SHALL BE KEPT SHADED WITH FOUR LAYERS OF DAMPENED, UNTREATED BURLAP. WETTED AS FREQUENTLY AS NECESSARY TO KEEP THE BURLAP MOIST. 31.) TREES OR OTHER PLANT MATERIAL NOT 0ESIGNATED TO BE REMOVED BUT THAT ARE DESTROYED OR IRREPARABLY DAMAGED BY CONTRACTOR OPERATIONS AS DETERMINED BY THE EIC/RLA, SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR iN ACCORDANCE WITH THEir RECOMMENDATIONS. REPLACEMENTS SHALL BE OF THE SAME SPECIES AND AS CLOSE AS POSSIBLE TO THE SAME SIZE OF THE TREES TO BE REPLACED. 32.) S.C.W,A. HAS PERFORMED TEST HOLES UNDER ITS MAINTENANCE PERMIT TO DETERMINE DEPTH TO GROUNDWATER. AT THIS TIME IT APPEARS DEWATERING WILL NOT BE NECESSARY, BUT S.C.W.A. WILL BE PREPARED JUST IN CASE. 55.) ALL AREAS OF DISTURBANCE MEETING OR EXCEEDING A 2:1 SLOPE SHALL BE RE~NFORCED WITH EROSION CONTROL PRODUCT PRIOR TO SEEDING. AOBE. 54.) NOTE THAT M.P.T. (LANE SHIFT) WILL BE MOVED FORWARD ON A DALLY BASIS. IT IS ANTICIPATED THAT THE CONTRACTOR WILL BE INSTALLING APPROXIMATE. 500' OF MAIN PER DAY. ALL DISTURBED ASPHALT WILL BE REPLACE WITH TEMPORARY PAVEMENT DAILY. THE M.PT. WILL ADVANCE ON A DAILY BASIS WITH THE WORK, A LANE SHIFT INTO THE OPPOSITE SHOULDER AT ANY SINGLE LOCATION WILL ONLY BE NEEDED FOR SHORT DURATIONS. 35.) NYSDOT STD. SPECIFICATIONS - APPLICABLE SECTION TITLES Section 200 Earthwork Section 201 - CIcofing and Grubbing Section 202 - Removal of Structures and Obstructions Section 203 - Excavation and Embankment Section 2(M - Con~rolled Low Strength Mate~iul (CLSM) Section 205 - ContamJnaled Soil Section 206 - Trench, Culvert a~d Structure Excavation Section 207 - Geotextilez and Prefa~icated Composite Drains for S~ructures Section 208 (Vacant) Section 209 - Soil Erosion and Sediment Conh-ol Section 210 - Removal and Dispo~l o f Asbestos-Containing Material (Buildings, Bridgc~ and Highways) Section 300 Bases and Subb~se~ Section 301 (Vacant) Seetion 400 Section 600 36.) PRIOR TO THE BE01NNINQ OF CONSTRUCTION, THE CONTRACTOR SHALL TAKE DIGITAL PHOTOGRAPHS OF THE MILE MARKER WITH AN ENGLISH RULER NEXT TO It, SUCH THAT THE DIMENSIONS (IN INCHES) OF EACH SIDE OF THE MILE MARKER ARE SHOWN IN THE PHOTOGRAPH. A MINIMUM OF FOUR (4) PHOTOGRAPHS, ONE FOR EACH SIDE OF THE MILE MARKER, SHALL BE TAKEN. THE CONTRACTOR SHALL THEN INSTALL FENCING OR OTHER SUCH MEANS DEEMED ADEQUATE TO PROTECT THE MILE MARKER FROM DAMAGE AND DISTURBANCE DURING THE CONTRACTOR'S OPERATIONS, AOBE/RLA. IF THE ENGINEER DETERMINES THE MILE MARKER HAS BEEN DAMAGED BY THE CONTRACTORS OPERATIONS, IT SHALL BE REPAIRED, BY A QUALIFIED MONUMENT AND STONE RESTORER, AS APPROVED BY THE RLA, TO THE SATISFACTION OF THE RLA, AT NO EXPENSE TO THE STATE OF NEW YORK. REVISED 02-10-2010 REVISED 01-25-2010 REVISED 11-16-2009 REVISED 9-5-2009 SHEET 0-2 5 OF 64 AIN CONCP.~TE 2+ 490,10 mi~l~ item 304,10119917 ~ subb~se 402,378901 5' Xbase course LEGEND CONTRACTOR COPY STOREKEEPER COPY INSPECTOR COPY REVISED 01-25-2010 REVISED I I - I G-200~ P~-VISED PP~OPOSED WATEI~ MAIN INSTALLATION 40 20 0 20 40 AS NOTEO Suffolk County Water Authority WATER MAIN INSTALLATION (STATE ROAD 25) 4060 Sunrise Highway Ookdole, NY 11769 MAiN 203.02 uncLos$iFied excavation & dispo~a( 304,10119917 6' subbose 402.[98901 B' base course CONCRL~FE ROAD 610.0203 ESTABLISHING TURF 613.02 PLACING TDPSDIL item 608,21 embed~ de~ectab[e wacnlng Umlts x (NY5 LEGEND ?F-.OFOSED WATER. MAIN INSTALLATION REVISED 0 1-25-2010 I ' = 40' REVISED I I - I G-2~ m ~ISED 9-3-2~ ~ zo o ~o ~ S ffo~ Co ty~O~: c~,~ ~: ~.~ u ~ Water Au~o~ty c-(2) ..~A~TER IVIAEV I]VSTALLA TION (STATE ROAD 25) I~'~ .... LEGEND R.EVISFD 01-25-20 ~ 0 ~ F'R.O?OSI=D WATER MAIN INSTALLATION REVISI=D I I - I G-2009 ~ I P-.EVISED 9-$-2009 4~ 20 o eo uffolk C~)tmtyx Water A uthoritv WAr~Ie ~ ~tSZ~Z~ArZO~ g~Ar~ leOA~ 2S) Gm 810.0803 ESTABLISHING TURF 613~02 PLACING TOPSOIL LEGEND 203,02 unc[osslPie, ,excavation & dis~a(~ 304.10119917 6' subb~se 408.198901 2' base d~ouPse ~XIS TING SEA 407,0101 tack ~zo~ Rk-VISED 01-25-201 0 '~ FP-.OFOSI=D WATEF-. MAIN INSTALLATION ..,,., ......... ,~.o~o. oo~ Water Au~o~ty ,o,o Sunrise 610~0803 ESTABLISHING TURF 61308 PLACING TDPSOIL SILT AS PER DEC PERMIT NUMBER 1-4700 00010/0064-0 EXISTINO SEA ~ALL L~GBND £XIST[N6 SEA ~ALL AS PER DEC PERMIT NUMBER 1-4700-00010/0064-0 CONTRACTOR COPY STOREKEEPER COPY INSPECTOR COPY REVISED 01-25-2010 REVISED I I - I G-2009 REVISED // // // // // // // // ,// // // // // // // // LEGEIqD F'P-.O?OSED WATER MAIN INSTALLATION Suffolk County Water Authority WATER MAIN INSTALLA ?IION (STATE ROAD 25) 4060 Sunrise Highway Ookdole, NY 11769 c-(5) V£ALES AS PER DEC PERMIT NUMBER t-4700-00010/0064-0 // EXISTING SEA ~/ALL // // // 408,19890! 2' bose course - EXISTING SEA WALL AS PER D~C PERMIT NUMBER 1-4700-00010/0064-0 EXISTING SEA WALL LEGEND R.~-VISED 01-25-2010 ?R.O?OSED WATER. MAIN INSTALLATION LEG~ I~EVISED I I - I 6-200D F ~ ~ I" = 40' ~x,,~,~ 6u,~ .,,, ~ WA~ ~ ~ST~ON (STA~ RO~ 25) [ C-(6) 610.0203 ESTAI~LISNING TURF 613.02 PLACING TnpsnIL -- As~ha(~ Driveway A~ron Re~ora~lon 203.02 unctasslFl~d excavation 304.10119917 6' subb~se 402.198901 2'. b~se course 402.098101 1,5 top course ~sph~i 407,0101 ~.ck co~ ,, ~7 / 613.02 PLACING TDPSDIL EXISTING SEA VALL EXISTING SEA ~/ALL EXISTING SEA ~VALL Asoha(~: Driveway APron f~es~:ora~:lon I~:em-,__ 203,02 unctasslfled excava~clon & disposal 304.10119917 6' subb~se 40~,198901 ~' b~se course 40~.098101 1,5' top coupse csphcit 407.0101 took co~t EXISTING SEA VALL REVISED 02- 10-2010 REVISED 01-25-201 0 PRO?ODED WATEP~ MAIN INSTALLATION 003,02 unctassiFied excavation 8, disposat 304.10119917 6' subbcse 402,198901 2' base course 402,098101 1.5' ~cop course asphalt 407,0101 tack coat 613.02 PLACING TOPSOIL Drivewo y Apro~ ~ Res tor~r~O ~ion Items: 203,08 unctt~ssi?ie~ exccvo/cion ~ ~ispos~ % 203.0~ unct6s?Fied excavation & disposer - % 40~098101 1.5' top counse o~phott / 1407'0101 t~ck c°~t ~,, / EXISTING SEA VAL LEG~D PROPOSED POLE & UNDERGROUND PRIMARY ELECTRIC CABLE & GAS MAIN TO SHIFT TO NORTH SINE OF SR85 CONTRACTOR S.C,W.A, TO COORDINATE WITH NATIONAL GRID // // // // // // 610.0803 ESTABLISHING 613.08 PLACING TOPSOIL EXISTING SEA ~/ALL ~ // // // // // 203,02 uncLassiFied excavation & disposat 304.101199]7 6' subbase 402.i98901 8' base counse 402.098101 1,5' top COUrSe asphatt I~EVIGI=D 01-25-20 I REVI5ED I I - 16-2009 490.10 mittin9 item 203.02 unclassified ex/t~vat~on & dispos~ 304,10119917 6' subbose 408.378901 5' base course 40B,198901 2,5' binder course 402.098101 2' top course asphalt 407,0101 tack coctt PR.O?OGEB WATEle. MAIN INDTALkATION CONTRACTOR COPY P~-VI5ED 9-3-2009 40 20 o 2o 4o Suffolk Court Water Authority AS NOTED c-¢8)_ 610.0203 ESTABLISHING 613.02 PLACING TOPSOIL 610.0203 ESTABLISHING TURF 61302 PLACING TOPSOIL LEGElql) PP-.O?OSED WAT[~?. MAIN INSTALLATION LIMIT 407.0101 c~ck co~il: P, EVlSI~D 01-2! I" = 40' ?-,EVI5 E D 9-3-2009 4o zo o eo 4o ~- ~x,,,,.~ ..,~,,..o~ ,~o~~o~ ~o~ ~ S ffo~ Co~ty~°~: ~'~ ~: ~'~' '~ ~ ~' ~' ~o~ ~,o,: ~: ~.~.~.,... 610.0803 ESTABLISHING TURF 613.08 PLACING TOPSOIL 6100803 ESTABLISHING TURF 613,02 PLACING TDPSDIL Curb Ramp /tem~ item 608.01060009 concrete sldewo(F item 608,81 embedded detectable 490.10 miHin9 item 408,19890I 2' boise course P.[VISED 0 1-25-20 10 P-~VISFD I I - I G-2009 P-~VIS[D 9-3-2009 CONTRACTOR COPY NOTED PR. OPOSED WATE& MAIN INSTALLATION Suffolk County Water Authority WATER MAIN INSTALLATION (STATE ROAD 25) 4060 Sunrise Highway 6100803 ESTABLISHING TURF 613.02 PLACING TI]PSC~IL S TRA' AS PER DEC PERMIT NUMBER 1-4700-000/0/0064-0 610.0203 ESTABLISHING TURF 613,02 PLACING TDPSGIL 402,378901 5' bose course 402,198901 2,5' binder course ? LBGI~ID PP-.OPOSED WA'~P-. MAIN INSTALLATION R~VISED 0 1-25-2010 ~ / STRA~BALES AND $I~T FENCE x / AS PER DEC PERNIT NUNBER x,~ 1-4700-00010/0064-0 613,02 PLACING ?OPSOIL LEGL~ND ?R`OI::'OSED WATER. MAiN INSTALLATION REVISED 01-25-2010 ~ · = 40' LI~EI'~r/) R~VISI=D I I - I G-2009 ] '~ ~ , R`EVISI~D ~-3-200~ 4o ~o o ~o ~[~'~"~ '""" ,~..~o~ ~o.~ ~ Suffo~ Co~ty~°~:Water ~.o,~ ~: Au~o~ ~'~ ~'~ ~ ~ "' ~ o0~o,.. 4060 ~'04; Su.rise ~: NV ' N~.O.,~; "i~hwa 1769 STOReKEePER COPY WA~ ~ ~ST~ON (STA~ RO~ 25) ]~ C-~ Asoh~i~ Shoulder Restoration I~e~$, 490.10 MIWnQ ~03.02 uncl~ssl?led excavation ~ dlspos~[ 30430119917 G' subb~se 40~.378901 5* b~se 40~,198901 ~.5' blndep coupse 40~.098101 3' top couple 407.0101 ~ck AS PER DEC PERHIT NUHB~R 1-4700-00010/0064-0 610.0203 ESTABLISHING TURF 613,02 PLACING TDPSDIL LEGEND F~VI5ED 02- I 0-2010 PRO?OSED WATER MAIN INSTALLATION I' = 4(7 RfiVIbED OI-25-2OIO I ~ ~ LE~I~N'D REVISED I I - I ~;-2009 14~ ;~o (~ 20 ~ ~VISED 9-3-2~9 ~ ~ ,~ ~ Suffo~ County Water Au~o~ ~o ~.,.. ,; ~w~ MAIN 402.378901 5' bose course 9o~' LF~t~D P-,EVI~FD 0 I -25-2010 PR. OPO.SED WATER. MAIN INSTALLATION 203,02 unctassiFied excavation & disposat 304.10119917 6' subbcse 40~.378901 5' base 408,198901 2,5' binder course 408,098101 2° top course 407.0101 tack coat 94+00 30430119917 6' subbcse 40~.198901 ~' bose coupse 4070101 tack COat ROAD IREVISED 01-25-2010 REVISED I I - I G-200¢ F, EVI5 ED ¢-3-20C~ CONTRACTOR COPY INSPECTOR COPY (NY5 RTE 25) 97+00 ?R. OPOSED WATEK MAIN INSTALLATION 1"=40' Suffolk County Water Authority WATER ~ INSTALLATION (STATE ROAD 25) 4060 Sundse Highway 608,0101 Concrete Sidewatk & Driveways LEGEND LEGI~ID 610.0~03 ESTABLISHING TURF 613,02 PLACING TBPSGIL ?RO?OSED WATER MAIN INSTALLATION RL=VISED 01-25-2010 I m m REVISED I I - 16-2000 , ~ ~ i i REVIOED 0-$-2009 ~ 20 o 2o ~ '~S~EC~oRCO~~C~O"co,yCO'~ Suffolk County Water Authority ,o~o ~.0~,~ ,,¢.~.. ~sr°'e~r~'e~ co~r .,,,~,WA~ ~ ~ST~ON (STA~ RO~ 25) I~ ~: C-~ / / L~G]~qD P-.EVISED 01-25-2010 REVISED I I - I G-2009 REVISED 9-3-2009 Suf£olk County Water Authority oo~o,,, N~ ,,~6~ 45 NOTED MAiN INSTALLATION ($TAT~ ROAD 25) ~-~d Prep ~y: j~*~:A$ NOTED 4060 Sun,se Highwoy ?RO?O.SED WATER. MAIN IN.~TALLATION L~ND 304.10119917 6' subbase 402.198901 2' base course 4070101 tack coat 30430119917 6' 5ubk~ase /"~ 114+00 REVI,~ED 01-25-2010 RI~VI.~ED I I - I G-200~ REVISED ~9-3-200~ CONTRACTOR COPY PF~OPOSED WATER MAIN INSTA~TION 40 20 0 20 40 Suffollc County Water Authority WATER MAIlV INSTALLATION (STATE ROAD 25) 4060 Sunrise Highwczy 304,10119917 6' subbo, se 402.198901 ~' base course 203,02 unctossfPied excctval, ion 8, d[sposot 608.01050010 Concrete Sidewotk Unrein?orced 304.10H9917 6' subbose 402,198901 ~' bose course 408.09810! 1.5' top course Qsphot% OYSTER POND5 I=LEM ENTARY SCHOOL 60800150010 Concrete-S~ci~w'~i< ~nreinForced CEMETERY 203,0~ undossiPied excovo~ion & disposot 304,10119917 6' subbase 402.378901 5' bose course 402.198901 ~.5' binder- NOTE; 402,098101 2' top course csphatt ~ ~ ALL AF.J~.A5 O1: DISTUREf, ANCE MEL:I'ING 407.0101 tack coat OR EXCEEDING 2:1 5LOPE 5HALL BE REVISED 01-25-2010 PROPOSED WATER MAIN INSTAL~TION ~IN~ORCED ~TH EROSION CONTROL ~VISED I I - I G-2~9 f ~ ~ I' = ~ PRODU~ P~OR TO SEEDING ,AODE.. STOREKEEPER COPY WA~ ~ ~ST~ON (STA~ RO~ ~) I~' ~: 304.10119917 fi' subbase __~ 407.0101 tack coat ~\\~ 610.02( ]STABLISHING TURF 613.02 PL)~NG TDPSDIL CONTRACTOR COPY INSPECTOR COPY STOREKEEPER COPY v~ 15ED 01-25-2010 ~ PROPOSED WATER. MAIN x~ ~.~ P-,L=VISED I I - I G-2009 ~ I ~ ~¥15ED 9-3-200~ / I I , ~ Suffolk County Water Authority LEGEND .-% PR.OPO5ED WATER. MAIN INSTALLATION R.fiVISEDO}-;~5-2010 F ~ ~ 1'=40' R.L=VISED I I - I G-2009 , ~ ~ ~ I R.EVl5ED 9-3-2009 ~ 20 o 20 40 I~J~VIS,=D 01-25-20 R~VI5ED I I - I G-2009 LFJ3END ?R.O?OSFD WATER. MAIN INSTALLATION I~-I/15ED 9-3-2009 613,02 PLACING TDPSDIL AEVISED 01-25-2010 R.EVIS~D I I - I G-2009 R.EVlS~D 9-3-2009 STOREKEEPER COPY CONTRACTOR COPY INSPECTOR COPY -All restorot/on or~ N R.O.W. to be done to specs. PR. OPOSFD WATER. MAIN INSTALLATION Su££o/k County Water Authority ,o~o s..~,. ,,¢.o, ,,W, Ar,~TF-.R ~ INSTALLATION (STATE ROAD 25) 6-(2 ~_ 203.08 unclassified excavation & disposal 304,10119917 6' subbose 402,198901 2' base course 402,098101 ]5' top course asphalt 407,0101 tack coat 803.02 unclassified excavation & di ~ 608.010] Concrete driveway ~s LEGEND REVIE~ED~ 1-25-2010 I~=VI~ED I' I - I g-2009 ?F~O?O.SED WATE& MAIN INDTALLATIOk REVI.~ED 9-3-200ffi 40 zo o zo 4o NY5 RECHARGE 13A5IN #1 2(;; Wilt mo, ich Material in-kind LEGI~ND PROPOSED WATER. MAIN INSTALLATION ' R~FVI~ 0 ~ ~ ~ r 1-25- 4O I~J~VI5ED-I I - I G-2000' - ~o o 20 4o REVISED CONTRACTOR COPY STOREKEEPER COPY INSPECTOR COPY Suf£olk County Water Authority oo~o,~. ~~ ,,~ 4060 Sunrise Highwoy WA TE~ MAIN I~[$TALLA TION (STATE ROAD Iu~ .... 25) 402.378901 5' bose course 408.198901 8.5' binder coursex \ LEGEN~ LEGIOn3 STOREKEEPER COPY ?P-.O?O,..SED WATER. MAIN IN.STALLATION I~ ~ I" = .40' REVI~ED 01-25-2010 ' ' ' ' P-.EVISED I I - I G-2009 P~=VI.SED 9-3-2009 Water Authority ,o~o WATER MAiN INSTALLATION ($TA T~ ROAD REVI..~ED 0 ! -25-2010 REVISED I I - I G-2009 REVI,~ED 9-.?,-2009 PROPOSED WATER MAIN INSTALLATION 40 20 0 20 40 SuffoIk County Water AUthority WA TF_,R MAIN INSTALLATION (STATE ROAD 25) 203.0e unclas,siFied eX%cavation & ctisposQ[ 304.10119917 6 subbas~x 402,09B101 2' top course os~bhxc~± L~GBZ,~ INSPECTOR COPY STOREKEEPER COPY -All restoration on N.[S. P~VISED I I- I G-2C~9 ~ . \ REVI.SED LEGEIqD ?l~Of'OSED W'ATI=I~. MAIN IN,~TALLATION Suffolk County Water Authority AS NOTED WATER MAIN INSTALLATION (STATE ROAD 25) i~,~ ..... A MAIN ROAD (.~FL 25) PLAN VIEW SUFFOIJ~ COUNTY WATER AUTHOFII"r~ Ht~H GENERAL NOTES: ~TS IS ME CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF EXISI~NO UT1L{TIES TO ENSURE ADEQUATE CLEARANCE FOR THE WATER LINE EXISTS THE CONTRACTOR SHALL NOTIFy THE ENGINEER (iN WRITING) OF CONFLICTINO ELEVATIONS. ALLOWING THE ENGINEER UNSUITABLE CONDITIONS ARE ENCOUNTERED. "(VACANT) ,~--'~)'7~OR U"SU~TADLE SOIL ~ i · ~ --SUBASE COURSE SURFACE / RESTORATION ............... DOCUMENTS / 1'-O" ~ · ADDI~ONAL EXCAVA~ON OF UN~ITABLE/ UNSTABLE MATERIAL PER SEC~ON 206 (SEE NOTE 6) SEE I]~FNCH DETAILS FOR REMAINDER OF INSTALLA~ON ADDITIONAL BACKFILL WITI SUITABLE MATERIAL PER SECTION WATER MAIN INSTALLATION IN UNSUITABLE OR UNSTABLE SOIL CONDITIONS NTS. NEW OR RELOCATED DUCTILE IRON TRENCH DETAIL COURSE kRY PAVEMENT BACKFILL BACKFILL WITH SUITABLE MATERIAL Pd~ViSED O 1-25-2010 NEW OR RELOCATED DUCTILF IRON TRENCH DETAIL P-,EVl.SEDg-3-2009 EO~~.~CTOR copy Su££olk County Water A thority INSPECTOR COPY ~.~ 4060 Sunrise Highwo) STOREKEEPER COPY WATER MAI~ ITCSTALLA TION DETAlI~ D-( I TIE RODS RELOCA TEO WATER TYPICAL OFFSET EXAMPLE UTILITY CROSSING - VERTICAl OBSTRUCTION WITH REQUIRED VERTICAL OFFSET PROPOSED STORM OR SANITARy SEWER PORTION OF EXISflND WATER MAIN REI~RED ELEVATIQN NOTES; 1 PIPE SHALL BE A FULL LENDTH PiPE CENTERED UNDER THE CROSSING UTfLITY, OR THE MAXIMUM LENGTH POSSIBLE UNDER DRAINAGE OR SANITARY STRUC OJRE B (TYP.) PLAN VIEW RELOCATED WAER MAI" TYPICAL OFFSET EXAMPLE UTILITY CROSSING VERTICAL OBSTRUCTION MAXIMUM JOINT DEFLECTION NPS SIZE PUSH-ON JOINTS MJ JOINTS P-.EVISED 01-25-2010 REVISED I ~ - I G-2009 R~VISED 9-3-2009 CO~T~CTOR CO,~ Suffolk County Water Authority ,o,o s..r,. ,,Dh.Dy WATER MAIN INSTALLATION DETAILS D-( 2 ; VARIES SYRUP HYDRANT iNSTALLATION NOTES: CURB TRENCH AND CULVERT LATERAL (ANCHOR PiPE PREFERRED) EXTENSION (IF- NECESSARY) CT SACK F~LL TO 95~ PROCTOR AROUND HYDRANT BARREL OR iNSTALL 2'-0" X 2'--0" CONCRETE COLLAR (SEE NOTE 3) ~RENCH AND CULVERT EXCAVATION PER SECTION 208 LL PER SECTION 203 HOLE (SEE NOTE 9) MAIN TO SE RETIREO (ABANDON IN PLACE) DETAIL NEW HYDRANT INSTALLATION TYPICAL AND ALTERNATE HYDRANT INSTALLATION PLAN ALL NEW HYORANTS SHALL BE DRY-BARREL TRAFFIC MODELS IN ACCORDANCE WITH AWWA STANDARD C502 UNLESS SPECIFICALLY REQUIRED OIHERWlSE BY THE OWNER REQUIREMENTS, THE GROUNO LINE MARKED ON THE HYDRANT. OR IDENTIFIED BY THE MANUFACTURER USING AN OFFSET FROM A KNOWN POINT ON THE HYDRANT, SHALL BE INSTALLED SO THAT NO PORTION OF THE LOWER BARREL (THAT PORTION REVI.SED 01-25-2010 REVISED I I - I G-2009 P-.EVISED E'-3-200~ CO~ ACTOR Suffo/k County Water Authority ,o,o s .r,s. ,,ghwo, STOREKEEPER COPYWATER MAiN INSTALLATION DETAH.~I D-(3 CURB ON STOP METER PIT, TyP "B" CROSS SECTION NEW CURB BO× ii OPERAT/NG ROD ~ WATER SERVICE CONNECTION DETAIL NT$ CONCRETE PIPE. CLASS Ill, 5' O" MIN. HEfBHT AND CUL~RT EXCAVA~ON PER SECTION 206 SIDE Wl CURB BOX- EXIS~NC LOCATION OF CURB BOX OPERADNG ROD NEW COUPLING TO EXISTING CURD STOP AND CURD BOX DETAIL WATER SERVICE INSTALLATION NOTES: 5. RELOCATED CURB STOP ANO 80X SHALL INCLUDE NEW 6 THE CURB BOX CAP SHALL BE OF THE PLUG TYP WHEN PLACED IN A PAVED SURFACE. THE TWO HOLE TYPE TRENCH AND CULVERT EXCAVATION, BACK FiLL WTTH SUITABLE MATERIAL~ SEE CONTRACT DOCUMENTS FOR SURFACE RESTORATION BETA[LS WATER SERVICE TRENCH DETAIL CONTRACTOR CORY INSPECTOR COPY - BTOREKEEPER COP~ SECTION FOR REPLACEMENT NOTE: DISTURBED CONCRETE SIDEWALK WILL BE REMOVED AND REPAIRED TEMPORARILY WTTH 1--1/2" HMA. ALL CONCRETE SIDEWALK TO BE REPLACED W1TH CONCRETE AOBE. ,'~-VI.SED 01-25-2010 TYPICAL REVI.~ED I I - I G-2009 OF EXISTING CONCRETE SIDEWALK REVI,~ED 9-3-2009 .o Suffolk County Water Authority WATER MAIN INSTALLATION DETAIL~ I" ~ O-( 4 ) TEMPORARY SOfL & EROSION CONTROL NO~ES: iTEM 209.11000010 rNLET SEDIMENT PROTECTION DETAIL TEMPORARY SEDIMENT FILTER BAG SECTION A-A ~TEM 209.11000010 FOR DRAINAGE STRUCTURES ..... SIDEWALK[ VARIF~ ~EWAY SECTION. DRIVEWAY APRON DETAIL FOR STATE ROAD SCALE: i' ~ i'_O- I~E FIRST FULL 5' FLAG OF SIDEWALK TO EITHER SIDE OF THE DRIVEWAY SHALL BE REVISED 01-25-2010 REVISED I I - 16-2009 REVISED 9-3-2009 --All restoration on N.Y.S. R.O,W. to ~ done to N.Y.S specs. SNOW STORAGE STRIP OFFSET STRIP 5'-0", DESIRABLE 5'-0" 3' 0" DESIRA~]LE ~'"" I . Il." / FT. TYPICAL SECTION SIDEWALK AREAS 203,02 UNCLASSIFIEO EXCAVATION AND OISPOSAL 608.01050010 CONCRETE SIDEWALKS UNREINFORCEO (GRADDING INCLUDED) 608.0201 ASPHALT CONCRETE SIDEWALKS AND BICYCLE PATHS 6090401051 CONCRETE CURB VF150 61302 PLACING TOP SOIL 610.0203 ESTABLISHING TURF 20911000010 I~MPORARY SEDIMENT F~LTER BAG FOR DRAINAGE STRUCTURES ! Suffolk County Water Authority 4o6o s..r,...,.hwo. WATER MAIN EVSTALLATION DETAII~ [0'~' D-(5) rTEM 402 09D~01 TOR COURSE ASPHALT (2' TYP.) ITEM 52009 FULL DEPTH (SEE SPECIAL NOTE) ITEM 402198901 BINDER COURSE (2,5" TYP) (5.0" TYP) EXIS~NO ASPHALT PAVEMENT ~_____ t ITEM 520.09 -- ITEM 203.02 UNCLASSIFIED EXCAVATION NOTE: (SEE NOTE 1,2,3,& 4) TACK iTEM 407.0101 (SEE NOTE .3) COAT SHALL BE APPLIED DETW~EN ALL LIFTS ASPHALT RESTORATION SECTION i' OVER CUT FOR TOP COURSE A I/2" PREMOULDEO EXPANSION MATERIAL DETAIL A _DETAIL _B CON]~ACT~ON JOINT EXPANSION JOINT ITEM DESCRIPTION 205.02 UNCLASSIFIED EXCAVATION & DISPOSAL SUBGRADE SECTION A ~ CONCRETE SIDEWALK DETAILS /2" PREMOLDED MATERIAL NTH JOINT SEALANT (SL 2 BY SONNEBORNE OR EQUAL) ~FACE OF CURD A CON TRACT~©N JOINT EVERY 4 JOINT PLAN EVERY 20' NOTE: I. TFIE CONTRACTOR SHALL USE EX~EME CARE NOT TO PG DINDER REVISED 01-25-20 P-,L=VI~ED I I - I G-2009 REVI.SED 9-3-2009 J I STOREKEE~ER COPY; WA~ ~ST~ONDE~ " .P~RAIIFL CURB RAMPS (TYPF 2B) . CLC)MBINFD PARALt FI /PFRPENDICUI AR RAMP (TYPE 2A3 TYPICAL INTERSECTION MARKINOR NOTES: (~[ NOTF ,I) .D!~AGONAI SIOFWALK CURB RAMP (TYPF 4) COUNTER SLOPE CONOITIONR ~DEWAIK CURR RAMP/ BLFNDFD ~T~ANSITION (TYPE SA) PERPENDICULARR SIDEWALK CURB STANDARD PRECAST CURB RADII IN mm RAMP {TYPE REVL~ED I I - I G-2009 P-ZVISED 9-3-200~ CURB TRANSITION LENGHTS (L)] W/ CURB REVEAL CONTRACTOR COPY INSPECTOR COPY STOREKEEPER COPY SuT-Folk Cotmty Water Authority WA ~ MAZN ZNSTALLA TION DETAH~I D-( 7) U s'~_ P-,EVISED I I - I G-2009 I~VISED CO~T~CTOR COW [ Suffolk Cotmty Water Authority ,060 ~.~,. INSPECTOR COPY Oakdole, NY ~ 1769 D-(8~ FLOW DRAINAGE STRUCTURE INLET PROTECTION - TR~PORARY (GRAV}:L BAG) PLAN FLOW (SZLT FENCE) CONTRACTOR COPY INSPECTOR COPY STOREKEEPER COPY Notes: --AJI restoration on N.Y$. R.O.W. to be done N.Y.S. specs. R. OW R~VISED I I - I I~VIDED D-3-2009 Suffolk County Water Authority PLAN CROSS SEC rlON DRAINAGE SFRUCI1JRE ~NLET PROTECgON - ~PORARY (PREFABRICATED) SYMBOl ROW . PLAN CROSS SECDON (SmAWBALE) CONTP.~CTOI~ COPY P-J~VISFD I I o I G-2009 P-~VISED 9-3-2~ Suffolk County Water Authorityoo~o,e.'°6° sun...~y ,,7,9~w°~ ~-~ OE Sm UCTLrP. E 1NLET PRO TEC l ~ 0~ Top oF ~o.~ TYPICAL CONSTRUCNON ENTRANCE PROFILE (FILL SEC)~ONS) 50' (M)N) LENGTh( "L" U A! iRED ALONG c OF ENTF~ANCE (CUT/DiTCH AND FILl SEC)IONS) 2 m4A~ P--EVISED I I - I G-2009 P. EVLSED 9-3-2009 CONTRACTOR COPY STOREKEEPER COPY INSPECTOR COPY Suffolk County Water Authority CONSTRUL'~ION ENTRANCES I~'~' ~': 4060 Sunrise Highway Ookdo/e, NY ~ 1769 D-(II) 24" L SYMBOL ELEV (D~TCH DAU) I~[VI.~ED I I - I G-200~ RL:VI.~ED 9-3-2009 (DITCH DA~) CO~TRACTO, CO,~ Suffolk County Water A thority m m mm · mm m ! m m TYPICAL HATCH UNE DETAIL AT FLUSH (IR RAJSED I~AND$ HAII~ UtE · (Tm.) co~~cTo~ co~ SUffolk County Water Authority ,060 IF LESS rdAN 2'-0' ~VISED 11-16-2~9 ~VIS~Dg-3-2~9 CO~TRACTOR COPY Suffolk County Water Authority ,o6o s~.$~ ~,¢.o, INSPECTOR COPY Oakdole, NY 11769 ~o~ ~o~ ~ ~ ~w~g c~ ~ ~ D~ I~" .... D-t~ Notes: -A~l restoration on Ny.S. ROW. to be done to NY.S. specs. D-,EVIDED I I - I G-2009 P-~VI~FD D-3-200~ Suffollc County Water Authorityookdo,e.4°~° su~,i~~y ,,7~,'~'°~ ~"~DEItFALK CURB RAMP DETAE~ D-(I ~ REVISED I I - I G-2009 P~VI,SED 9-3-2009 CONTRACTOR COPY INSPECTOR COPY Suffolk County Water Authority ~DEWALIC CURB ~ DET~S, CONTRACTOR COPY STOREKE£PER COPY iNSPECTOR COPY Notes: -aJ~ restoration on N.y.s. R OW. to be done to N Y$ specs -M[sc bends & offsets EEVISED I I - I G-2009 REVI.~ED 9-3-2009 Suffffolk County Water Authorityook.o,.,'°'° ~u.r~.~~ ,,~.."~'wa' ~ ~ D~ ~ .... D-ti CAST-~-PLACE CONCRETE CURB CAST-Iq-PLACE CONCRETE CURB ANO GUT1TR HOT MIX ASPHALT CLIR8 P-.EVI~ED 9-3-2009 · q~'~' LAY~(/T PCmT) TY~[ 30P~,rlEwAy ENT~4.q(:E oo~~o~o~ ~o~ Suffolk County Water Authority sro~ee~er~ co~'v '~RIVEWA Y ENTRANCE DETAILS I~¢ D-(I ~ SECTION C-C k .... ,~ .~i. ~ SECTIOH D-D DETAIL "A" CO~TRACTOR COOY Suffolk County Water Authority ELEVATION H-H INTERIM SHEETING DETAIL N~T TO SCtE PLAN P-~VISI:D I I - I CO~T~ETO~ CO~ Suffolk County Water Authority 4°6° ~,,.~ .,~.,.o~ INSPECTOR COPY Oakdale, NY 11769 DESZi~NER NOTES --pm --EPS-- L£GI~NO REVI,~ED I I - I G-2009 I~EVI.~I=D 9-3-2009 CO~TRACTOR oop¥ Suffolk Co ty Water A thority STOREKEEPER COPY~C.~ VATION CALCIUM CHLORIDE ACCELERATED CONCRETE PAVEMENT REPAIR DETAIL P-.EVLGI~D 01-25-201 0 CONTRACTOR COPY INSPECTOR COPY STOREKEEPER COPY Suffolk County Water Authority PR1A CONRi5'ii5 PA VEMENT REPA~ DETAH..S DETAIL O SECTION E"E RfiVIDED 01-25-2010 - CONTRACTOR COPY INSPECTOR COPY STOREKEEPER COPY Suffolk County Water Authority ... ~ NOTE: A.) EXPLANATION OF ACTION TO DE TAK,~N COLUMN NONE: FOLLOW GUIDELINES IN GENERAL NOTES B.) DI.ST. FROM TFd~NCH 15 THE DI.STANCE FROM EDGE OF EXCAVATION CLO.~EST TO T~E TO DARK...E, IDE OF TREE CLO~E.ST TO ROAD OR ROOT FLAP, E, WHICH EVER 1.5 LEkS I~EE LEGEND REVL~ED 0 J -25-2010 P~VI~ED I I-I REVISED 9-$-2009 CONTRACTOR COPY INSPECTOR COPY ~R COPY Suffolk County Water A uthority 4060 Sunrise Highwoy Ookdole, NY 11769 Oale: Is~l&""" 8~':CM/'JON Oot.:9/$/'Og Tolix~":EAST MARION T-tO ~ ~-- ~ ~'~ ~~d~ ~ MPT PLAN ~m~l ~[ ~ 3 ~ER ACCEPTA:LE AOVANCED WARNING SIGNS ARE ~OSE INOICATING 7 ~o~r~OV~i~e~s~[~~ lo prevent soil ond SHORT-TERM STATIONARY MPT TAST-C5 co~mc~o~co~ ~lff~o].k t~or~t~ ,~s~EcToR co~ Co~ty Water Au N. ~ S. STOR~KEEP~ copy ,~ o,~~CE ~ PRO~c'I ~ON OF ~C P~ ~ ~,~ ..... ~ -(I) N¥SDOT M&PY FOR OPERATION INVOLV~G SIDEWALK CLOSURE WITH PEDESTRIAN DETOUR OFF ROADWAY 4 FF (min.) Temporary wnlkway with ramps. Walkway 4 I~T (min.) NOT TO SCA I.K R~VISED I I-I ~-2009 I~.~VISED 9-3-2009 4 Fr (min.) NOT 1'0 SC. E~uffolk County Water Authority "~' ~b°~.'W~,,~ ~..CLOSURE W/PE. DF. STRIAN DETOUR OFF ROADWA REVISfiD I I-I C-200~ REVISED ~-3-200~ -Misc, bends & offsets moy be required 4060 Sunrise Highwoy Ookdole, NY 11769 ~ -(3) P-.~VI~,ED I I- I ~-200.~ ~pecs. RfiVlSED 9-3-2009 ~-Mi~. bends & offsets rnoy I ~uffolk County Water Authority SHORT-TERM STATIONARY TRA~]"IC PLAN & DETAILS HITCH ~ U RJI~ HIGHWAy 0 ~ LkW) NOr TO ~,I.E NOTE THAT M.P.T. (LANE SHIFT) WILL BE MOVED FORWARD ON A DALLY BASIS. IT IS ANTICIPATED THAT THE CONTRACTOR WILL BE INSTALLING APPROXIMATE. 500' OF MAIN PER DAY. ALL DISTUBBED ASPHALT WILL BE REPLACE WITH TEMPORARY PAVEMENT DAILY. THE M.PT. WILL ADVANCE ON A DA~LY BASIS WITH THE WORK. A LANE SHIFT INTO THE OPPOSITE SHOULDER AT ANY SINGLE LOCATION WILL ONLY BE NEEDED FOR SHORT DURATIONS. CONT~CTOR COPY INSPECTOR COPY -- STOREKEEPER COPY SHORT-TERM STATIONARY TRA~PIC PLAN & DETAILS