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HomeMy WebLinkAbout20230410 30 Doten Ave Final Subdivision Plans30 Doten Avenue Subdivision30 Doten Ave, Saratoga Springs, NY 12866SHEET INDEX:COVERS1 EXISTING CONDITIONS PLANS2SUBDIVISION PLANC-1.0SITE PREPARATION AND DEMOLITION PLANC-2.0SITE LAYOUT PLANC-3.0UTILITY AND GRADING PLANC-4.0DETAILSC-4.1DETAILSCITY OF SARATOGA SPRINGS STANDARD NOTES40 Long AlleySaratoga SpringsNew York 12866P 518/587-8100F 518/587-0180www.thelagroup.comJune 7, 2023PROJECT LOCATION MAP:PROJECT VICINITY MAP:PREPARED BY:SURVEYOR:Thompson & FlemingLand Surveyors, P.C.12 Lake AvenueSaratoga Springs, NY 12866(518) 587-5665APPLICANT:Trojanski Builders627 Maple AvenueSaratoga Springs, NY 12866(518) 350-6644CRESCENT STCRESCENT STDOTEN AVEPENN STUS-9 / S BROADWAYSITE STATISTICSPROPOSED USE: SINGLE FAMILY RESIDENTIAL TAX MAP PARCEL PARCEL SIZE#178.44-3-190.41 ACZONING DISTRICTUR-2: URBAN RESIDENTIALMIN.LOT AREA6,600 S.F.MIN.AVERAGE WIDTH (FT):60 FTMAX.BUILDING COVERAGE 40%MAX.IMPERVIOUS SURFACE COVERAGE70%MAX.BUILDING HEIGHT 40 FTMIN.FRONT SETBACK10 FTMIN.INTERIOR SIDE SETBACK8 FTMIN.TOTAL INTERIOR SIDE SETBACK20 FTMIN.REAR SETBACK25 FT Planning Board # 202XXXXXApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________1.ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES ANDREGULATIONS.2.THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICALDATUM, 1929.3.THE APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FORREVIEW AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIRSIGNATURE ON FINAL PLAN.4.THE CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANYCONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED.THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER.5.ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITYENGINEER PRIOR TO CONSTRUCTION.6.THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANYFIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES.7.THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANYWORK WITHIN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY.8.CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED9.ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OFSEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSOAPPLY.10.NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITHTHE APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN AS-BUILTDRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.SARATOGA CASINOSARATOGARACE COURSEGREENRIDGECEMETERYPROJECTSITESARATOGA SPAGOLF COURSECHILDREN'SMUSEUMRICHARD AVEJOSHUA RDJEFFERSON STTAYLOR STPROJECTSITE 2 STY. WOOD FRAME HOUSE GARAGE ASPHALT DRIVEWAY CONC. PAD SHED POOL DECK Doten AvenueSTABILIZED CONSTRUCTION ENTRANCE, ONE PER LOT, TYP. 1 C-4.0 REMOVE HOUSE REMOVE GARAGE & ROOF OVERHANG REMOVE CONC. PATIO REMOVE RETAINING WALL REMOVE POOL DECK REMOVE FENCE ENCLOSURE REMOVE SHED REMOVE CONC. PAD REMOVE TREE REMOVE FENCEREMOVE ASPHALT DRIVEWAY EXISTING FENCE TO REMAIN REMOVE TREE REMOVE TREE REMOVE CONC. WALK, WOOD DECK, & STEPS SILT FENCE, TYP.3 C-4.0 REMOVE FENCE SAWCUT CONCRETE WASHOUT, ONE PER LOT, TYP. 2 C-4.0 CONCRETE WASHOUT, ONE PER LOT, TYP. 2 C-4.0 - SAWCUT AND REMOVE PAVEMENT FOR UTILITY CONNECTIONS CONTRACTOR TO LOCATE EXISTING WATER SERVICES AND SHUT OFF AT WATER MAIN CONTRACTOR TO LOCATE EXISTING SANITARY SEWER SERVICE, CAP AND ABANDON AT PROPERTY LINE SITE PREPARATIONAND DEMOLITION PLAN C-1.0 1"=10' © the LA Group 2023 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Trojanski Builders 627 Maple Ave Saratoga Springs, NY 12866 Save Date: 6/7/2023 10:08 AMFile Name: G:\Proj-2023\2023028_30_Doten_Avenue_Subdivision\2023028CAD\2023028-C-1.0_SitePrep_Demo.dwgPlotted By:BENJAMIN W. PALMER30 Doten Avenue Subdivision 30 Doten Ave, Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: 2023028 DBH LRC DBH 6/07/2023 86425 10100 Scale: 1" = 10' LEGEND PROPERTY LINE BUILDING REMOVAL ASPHALT/CONCRETE REMOVAL Planning Board # 202XXXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ REMOVE ITEM SAWCUT SILT FENCE 1.EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN DATED 4/06/2023, AS PREPARED BY THOMPSON AND FLEMING. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. 2.PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 3.THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR. 4.THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE. 5.THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ESTABLISHED BOUNDS AND BENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED. 6.CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS, AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK LINE. 7.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE IN PLACE PRIOR TO CONSTRUCTION. FOR PERMITS ALREADY ISSUED, CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND STRICTLY ADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDING SHALL BE SECURED BY THE CONTRACTOR AND COORDINATED WITH THE OWNER'S REPRESENTATIVE. 8.SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A COMPLETE UNDERSTANDING OF THE WORK, OR SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTS FURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTING THE WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE, AND IN THE EVENT OF THE CONTRACTOR'S FAILURE TO DO SO, HE SHALL AND WILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSED THEREBY. 9.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 10.CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. 11.CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED. 1.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE AND THE CITY OF SARATOGA SPRINGS TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. 2.ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. 3.THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. 1.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS. 2.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3.CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. 4.AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. 1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. 2.ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 3.TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. 4.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. SITE PREPARATION NOTES PROTECTION NOTES: REMOVALS NOTES GENERAL NOTES Doten Avenue LOT 1 9,000 SF 28 DOTEN AVE LOT 2 9,000 SF 30 DOTEN AVE 25' REAR SETBACK 25' REAR SETBACK 10' FRONT SETBACK10' FRONT SETBACK10' SIDE SETBACK10' SIDE SETBACK10' SIDE SETBACK10' SIDE SETBACKTHORNLESS COCKSPUR HAWTHORN STREET TREE (2"-2.5" DBH)DECORATIVE STREET LIGHT CONCRETE CURB CONCRETE SIDEWALK ASPHALT DRIVEWAYS PROPOSED HOUSE PROPOSED HOUSE THORNLESS COCKSPUR HAWTHORN STREET TREE (2"-2.5" DBH) ASPHALT PAVEMENT TRANSITION CURB SERVICEBERRY; SHADBLOW STREET TREE (2"-2.5" DBH) SERVICEBERRY; SHADBLOW STREET TREE (2"-2.5" DBH) LAWN LAWN LAWN TULIP POPLAR, LIRIODENDRON TULIPIFERA (2.5"-3" DBH) 178.44-3-19 178.44-3-20 178.44-3-7 178.44-3-9178.44-3-10.1178.44-3-11.1178.44-3-11.2178.44-3-11.3178.44-3-14178.52-2-23178.52-2-24178.52-2-25178.44-3-18178.44-3-15178.52-2-2178.52-2-38178.52-2-37178.52-2-36178.52-2-18178.52-2-1.11178.52-2-1.12178.52-2-1.2178.44-3-16.1178.44-3-17178.44-3-21.2178.44-3-21.1178.44-3-22178.44-3-23178.44-3-27178.44-2-5.2178.44-2-6178.44-2-18178.44-2-7178.44-2-31.1178.44-2-9.1178.44-2-9.2178.44-2-10178.52-1-2178.52-1-3178.52-1-4178.52-1-33178.44-2-15178.44-2-14178.44-2-20.1178.44-2-20.2178.52-1-1.1178.52-1-16.1178.52-1-16.2178.44-2-17178.52-2-26 178.44-2-5.3 178.44-2-16 178.44-2-31.2 178.52-1-1.2DOTEN AVE RICHARD AVE JEFFERSON ST PENN STTAYLOR STJOSHUA RDCRESCENT ST SITE LAYOUTPLAN C-2.0 1"=10' 86425 10100 Scale: 1" = 10' LEGEND NEW PROPERTY LINE © the LA Group 2023 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Trojanski Builders 627 Maple Ave Saratoga Springs, NY 12866 Save Date: 6/7/2023 10:29 AMFile Name: G:\Proj-2023\2023028_30_Doten_Avenue_Subdivision\2023028CAD\2023028-C-2.0_Layout.dwgPlotted By:BENJAMIN W. PALMER30 Doten Avenue Subdivision 30 Doten Ave, Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: 2023028 DBH LRC DBH 6/07/2023 PROPOSED ASPHALT PAVEMENT PROPERTIES WITHIN 300 FEET EXISTING PROPERTY LINE PROPERTY SETBACK 12040100 2002000 Scale: 1" = 200' PROPOSED CONCRETE SIDEWALK Planning Board # 202XXXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ 1.ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 2.ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3.ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. LAYOUT NOTES 1.ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 2.ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3.ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 4.DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. 5.CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. LAYOUT NOTES Doten Avenue LOT 1 9,000 SF 28 DOTEN AVE LOT 2 9,000 SF 30 DOTEN AVE 25' REAR SETBACK 25' REAR SETBACK 10' FRONT SETBACK10' FRONT SETBACK10' SIDE SETBACK10' SIDE SETBACK10' SIDE SETBACK10' SIDE SETBACKCB-1 RIM: 311.2 INV. OUT: 307.50 FFE: 314.5' CORE CATCH BASIN TO ACCEPT NEW PIPE INV. 307.5 FFE: 314.5' 18" PERFORATED HDPE PIPE 3/4" CURB STOP 3/4" CURB STOP 3/4" TYPE K COPPER WATER SERVICE 6" SDR-35 PVC MIN. 2% SLOPE 3/4" TYPE K COPPER WATER SERVICE 6" SDR-35 PVC MIN. 2% SLOPE WATER/SEWER CROSSING, PROVIDE 18" SEPARATION FIRE HYDRANT 200FT UTILITY ANDGRADING PLAN C-3.0 1"=10' 86425 10100 Scale: 1" = 10' LEGEND NEW PROPERTY LINE © the LA Group 2023 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Trojanski Builders 627 Maple Ave Saratoga Springs, NY 12866 Save Date: 6/7/2023 10:07 AMFile Name: G:\Proj-2023\2023028_30_Doten_Avenue_Subdivision\2023028CAD\2023028-C-3.0_Utility_Grading.dwgPlotted By:BENJAMIN W. PALMER30 Doten Avenue Subdivision 30 Doten Ave, Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: 2023028 DBH LRC DBH 6/07/2023 EXISTING PROPERTY LINE PROPERTY SETBACK Planning Board # 202XXXXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ 1.EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 4/6/23 PERFORMED BY THOMPSON AND FLEMING. 2.PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE-EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 3.MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 4.WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 5.EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. 6. OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE-USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. 7.ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. 8.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 9.SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 10.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 11.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 12.IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. GRADING NOTES 1.PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS STANDARDS. 2.ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH-ON JOINTS. 3.INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED BY THE DESIGN ENGINEER PRIOR TO THE PLACEMENT OF ANY ORDERS OF SAID MATERIALS. 4.FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE CITY OF SARATOGA SPRINGS, PRIOR TO INSTALLATIONS. 1.WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0". 2.THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 3.NEW WATER SERVICES FROM MAIN TO CURB STOP WILL BE INSTALLED WITH MINIMUM COVER SHOWN ON STANDARD DETAILS UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF EXISTING WATER MAIN. SERVICE SHALL BE BROUGHT TO MINIMUM DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS POSSIBLE. 4.DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY. THIS INFORMATION SHALL BE PROVIDED TO THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS-BUILT DRAWINGS. 5.THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 6.WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. 1.THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 2.CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. 3.LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINT CONFIGURATION. 4.ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. 5.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. UTILITY NOTES WATER NOTES SANITARY SEWER NOTES EXISTING GAS LINE EXISTING ELECTRIC LINE EXISTING SANITARY LINE PROPOSED SANITARY LINE PROPOSED WATER LINE EXISTING WATER LINE EXISTING STORM DRAIN PROPOSED STORM DRAIN NOTES:1.TACK COAT BINDER COURSE BEFORE PLACING TOP COURSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTERPLACING THE BINDER COURSE.PAVEMENTTYPETOPCOURSEBINDERCOURSEGRAVELCOURSESUBGRADE - COMPACTED TO90% STANDARD PROCTORCOMPACTED GRAVEL -NYSDOT TYPE 2 (SECT.304) COMPACTED TO 95%STANDARD PROCTORBINDER COURSE - NYSDOT ITEM402.198902 - 19F9 H.M.A., 80SERIES COMPACTION PGBINDER (LIQUID ASPHALT)GRADE SHALL BE PG-64-22TACK COAT - NYSDOT ITEM407-0102 DILUTEDTOP COURSE - NYSDOT ITEM402.098302 - 9.5F3 H.M.A., 80SERIES COMPACTIONSTANDARDROADWAY1-1/2"3"12"PROPOSED PAVINGEXISTING PAVING TO REMAIN12"KEYED PAVEMENT TO BE FLUSH WITHEXISTING PAVEMENT TO REMAINNOTE:THIS DETAIL IS FOR NEW BITUMINOUS PAVEMENT ADJACENTTO EXISTING BITUMINOUS PAVEMENT TO REMAIN.1 1/2" MINIMUM DEEP KEY INTOEXISTING PAVEMENTEXISTING BASE MATERIALCOMPACTEDSUBGRADEPROPOSED BASECOURSE. SEE ASPHALTPAVEMENT DETAILPROPOSED BINDERCOURSEPROPOSED TOP COURSEScale: NTSPAVEMENT KEY5Scale: NTSASPHALT PAVEMENT4DETAILSC-4.0NTS© the LA Group 2023Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Trojanski Builders627 Maple AveSaratoga Springs, NY 12866Save Date: 6/7/2023 7:54 AMFile Name: G:\Proj-2023\2023028_30_Doten_Avenue_Subdivision\2023028CAD\2023028-C-4.0_Details.dwgPlotted By:BENJAMIN W. PALMER 30 Doten AvenueSubdivision30 Doten Ave,Saratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:2023028DBHLRCDBH6/07/2023Planning Board # 202XXXXXApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________STRAWBALES STAKEDINTO GROUNDNOTE:1.WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TOADEQUATELY CONTAIN CONCRETE CLEANOUT.2.SIGN INDICATING LOCATION OF CONCRETE WASHOUT SHALL BEPROVIDED AT EACH LOCATION.10 MIL PLASTICLININGWOOD OR METALSTAKES (2 PER BALE)STAPLES (2 PERBALE)STRAW BALE10 MIL PLASTICLINING30'-0" OF 12" 50/50 MIXTURE OF TYPE 3AND TYPE 4 GRANULAR MATERIALOVER COMPACTED SUBGRADER.35'-0"TYP.12'-0"EDGE OF EXISTING ROADWAY30'-0"16" ABOVEGRADE6"BELOW GRADE 10' MAX. ℄ TO ℄36" MIN., 2" HARDWOOD FENCEPOSTS, DRIVEN MIN. 16" INTOGROUND2' OVERALLFABRIC HT.20" MIN.16" MIN.36" MIN. FENCE POSTFILTER FABRICFLOW6"MIN.EMBED FILTERCLOTH MIN. 8"INTO GROUNDSECTIONPERSPECTIVE VIEWFILTER FABRIC; FASTENED SECURELY TOFENCE POSTS W/ STAPLESFLOWFLOWNOTES:1.MINIMUM STONE SIZE SHALL BE 1"-4" STONE, INSTALLEDOVER FILTER FABRIC TO A MINIMUM DEPTH OF 6".2.ALL SURFACE WATER FLOWING OR DIVERTED TOWARDCONSTRUCTION ACCESSES SHALL BE PIPED BENEATHACCESS. IF IMPRACTICAL, A MOUNTABLE DIVERSION BERMPREVENTING RUNOFF ONTO ADJACENT ROAD SHALL BEPERMITTED.3.ACCESS SHALL BE MAINTAINED IN A CONDITION WHICH WILLPREVENT TRACKING OR FLOWING OF SEDIMENT ONTOPUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED,WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY SHALLBE REMOVED IMMEDIATELY.4.ALL VEHICLE WASHING SHALL BE DONE IN A STONESTABILIZED AREA WHICH DRAINS INTO AN APPROVEDSEDIMENT TRAPPING DEVICE.5.INSPECT AND MAINTAIN AS NEEDED TO CONFORM TOSPECIFICATIONS AND STORMWATER POLLUTIONPREVENTION PLAN.8' (MIN.)8' (MIN.)2'(MIN.)NOTES:1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U"TYPE OR HARDWOOD.2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCESHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING.3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTHSHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 1/3 HEIGHT OF SILT FENCE IS REACHED OR WHEN"BULGES" DEVELOP IN THE SILT FENCE.CONCRETEWASHOUTCONCRETEWASHOUT SIGNScale: NTSSTABILIZED CONSTRUCTION ENTRANCE1Scale: NTSCONCRETE WASHOUT2Scale: NTSSILT FENCE31.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THEPROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY.3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS.1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY APROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THECOUNTY COMM. OF PUBLIC WORKS.2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR8'(MIN.) FROM THE EDGE OF SHOULDER.3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFEREWITH DRAINAGE.GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHINSARATOGA SPRINGS RIGHT OF WAYS:GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHINSARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS:NOTES:EXPANSION JOINT SPACING - 20'-25' O.C.CONTROL JOINT SPACING - 5' O.C.NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.)TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OFTHE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BESUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5'MIN. OR AS ORDERED BY CITY ENGINEERTHESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALLCONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLEDWITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVALAUTHORITY MINIMUM SPECIFICATIONS.ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALSSHALL MEET OR EXCEED THESECONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETEAIR-ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOWWATER-CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES ORLESS,* (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4)PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THESURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PERLINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT ORABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTERMOIST CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BEEXPOSED TO FREEZE-THAW CYCLES AND DEICERS WHEN SATURATED.THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACEMAY VARY WITH CLIMATE AND WEATHER CONDITIONS.TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINEDSHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEWYORK STATE DEPARTMENT OF TRANSPORTATION STANDARDSPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985.ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLYBE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGSPLANNING BOARD.*A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP ANDWORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. CITY OF SARATOGA SPRINGSCONCRETE SPECIFICATIONS OF THE PLANNING BOARDTYPE 1TYPICAL PEDESTRIAN TRAFFIC LOADINGNOTES:EXPANSION JOINT SPACING - 20'-25' O.C.CONTROL JOINT SPACING - 5' O.C.NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.)TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OFTHE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TOBE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TOBE 5' MIN. OR AS ORDERED BY CITY ENGINEERTYPE 2VEHICLE TRAFFIC LOADINGACROSS DRIVEWAYSBROOM FINISH PERPENDICULARTO WALK4" CONCRETE - SEECONCRETE SPECIFICATIONS6" X 6" NO 66 WOVEN WIREMESH EXCEPT A.O.B.E.6" GRANULAR SUBBASE COURSE NYSDOT SECT. 304, TYPE 4 COMPACTEDTO 95% STANDARD PROCTORSUBGRADE COMPACTED TO90% STANDARD PROCTORBROOM FINISH PERPENDICULARTO WALK6" CONCRETE - SEECONCRETE SPECIFICATIONS6" X 6" NO 66 WOVEN WIREMESH EXCEPT A.O.B.E.8" GRANULAR SUBBASE COURSE NYSDOT SECT. 304, TYPE 4 COMPACTEDTO 95% STANDARD PROCTORSUBGRADE COMPACTED TO90% STANDARD PROCTORScale: NTSCONCRETE PAVEMENT ON GRADE616"6"6"MIN.18"FULL CURB AT LAWNFLUSH CURB IN PAVING1/2" 6"6"6"6"6"PROVIDE CLEAN SQUARE CORNERWHERE BITUMINOUS WALK ABUTS CURBFINISH GRADE; BITUMINOUSOR LAWN, SEE PLANS1/2" RADIUSFINISH GRADE4,000 PSICAST-IN-PLACECONCRETE CURBCOMPACTEDGRAVEL BASENYSDOT SECT. 304,TYPE 2FINISHGRADE6"1/4" RADIUSPAVEMENT6"CAST-IN-PLACE CONCRETECURB SEE CONCRETESPECIFICATIONNOTE:EXPANSION JOINTS SPACEDALONG CURB 10' O.C. MAX.GRAVEL COMPACTED TO95% STANDARD PROCTOR7"SUBGRADE COMPACTED TO90% STANDARD PROCTORScale: NTS6" CONCRETE CURB7CAST ALUMINUM FINIAL AND ROOFSAME FINISH AS POLE4ARC22T5-MDL03 LED: 64 WATT 2200 COLORTEMPERATURE, TYPE 5 DISTRIBUTION, 120-277VOLT DIMMABLE DRIVERACRYLIC ACORN LENS5T TWIST LOCK FITTERDRIVER COMPARTMENT4" - 3" DIA. TAPERED POLE, .125 WALLTHICKNESS, 6063-T6 STRUCTURAL GRADEALUMINUMACCESS DOORCATALOG NUMBER:PT-D650SRLED-5T-4AR22T5-MDL03-A-PEC/4214T4/BK17" DIA. BASE WITH 0.750" FLOOR THICKNESS,FOUR ANCHOR BOLTS AND ONE GROUND STUD.12'-0"34" CHAMFER3"24" MIN. 4'-0" MIN.20"FINISHED GRADEZINC PLATED ANCHOR BOLTASSEMBLY PER MANUFACTURER'SRECOMMENDATION2" PVC SCHEDULE 40NO DIRECT BURIALGROUND ROD PER N.E.C.4000 PSI CONCRETE BASE WITHSONOTUBE FIBER FROM 20" DIA.UNDISTURBED SUBGRADE ORCOMPACTED TO 90% STANDARDPROCTORNOTES:1.INSTALLATION OF DECORATIVE LIGHTS SHALL BECOORDINATED WITH THE CITY ELECTRICIAN ANDDEPARTMENT OF PUBLIC WORKS. (USE 120V POWER)2.THE OWNER / DEVELOPER IS RESPONSIBLE FORPAYING CONNECTION CHARGES FROM NATIONAL GRID.THE CITY OF SARATOGA SPRINGS TAKES OVER THELIGHT ONCE CONNECTED.3.ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES ANDBETWEEN BASES USE 2" SCHEDULE 40 PVCNON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYSWHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE:THHN COPPER STRANDED NUMBER 6 COLORED RED,WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS.PROVIDE A SEPARATE HANDHOLE, SYNERTECHSYN121212HH02, TO BE OWNED BY THE CITY FOR THEDISCONNECT NEAR THE BASE OF THE ELECTRIC POLEOR BOX AT THE BEGINNING OF SERVICE. PROVIDE ANDINSTALL (1) 5/8 INCH COPPER GROUND ROD INHANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TOPOLE OR BOX PER NATIONAL GRID'S STANDARDS. IFCONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHTFUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600VWITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZFSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IFCONNECTING MORE THAN ONE LIGHT PUT A 30 AMPFUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE ANDPROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AAFUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACHLAMP. RUN #12 THHN COPPER, (RED, WHITE ANDGREEN) FROM BASE TO TOP OF LIGHT. USE POLARISCONNECTORS FOR CONNECTIONS IN HANDHOLE AND INBASE OF LIGHTS. THE LIGHT IS TO BE MOUNTEDDIRECTLY INTO CONCRETE BASE USING FENDERWASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCHTHICKNESS, AND LOCK WASHERS.ELECTRONIC PHOTOCELL(STREET SIDE)POLE WELDED FOR SINGLE UNITCONSTRUCTIONBLACK FINISH14'-8 3 4"17" DIA. BASE, 12" DIA BOLTCIRCLE, DIAMOND PATTERN,FOUR 12" x 18" ANCHOR BOLTSScale: NTSDECORATIVE STREET LIGHT9Scale: NTSTREE PLANTING8 FULL LENGTH OF PIPECENTERED ON SEWER LINE18" MIN.5'-0" MIN.* SEE NOTEWATER LINESANITARY SEWER ORSTORM SEWERFINISHED GRADENOTE:(REFERENCE - "TEN STATE STANDARDS")WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BEMAINTAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER WITH BOTTOM OFWATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICALSEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BEPROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALLBE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHT PRIOR TO BACKFILLING.5'-0" MIN.45.00°5'-0" MIN.CORPORATION STOP WITHCOMPRESSION FITTING,MUELLER H-15008 3/4"8" D.I.P WATER MAINCURB BOX; MUELLER 5'-6"± MODEL H-10314(IN TURF) MODEL H-10334 (IN CONCRETEWALK) (SIZE AS REQUIRED FOR 3/4" OR 1"SERVICE)CURB STOP; MUELLER ORISEAL MODELH-15209 COMPRESSION, MODEL H-15219(W/DRAIN) (SIZE AS REQUIRED FOR 3/4" OR 1"SERVICE)SEE DETAIL FOR SPLICETEMPORARY CAP OR PLUG AS NECESSARY3/4" MIN, SIZE TYPE K COPPER PIPESOLID CONC. BEARING BLOCK OR C.I. FOOTSEE NOTECURBROADWAY3/4" COPPER TUBING (TYPE K)NOTE:LOCATE CURB BOX BETWEEN CURBAND SIDEWALK AT CENTER OF TREEBELT. WHERE NO CURB/TREE BELT ISPRESENT INSTALL CURB BOX ATPROPERTY LINE.PROPERTY LINEDETAILSC-4.1NTSPlanning Board # 202XXXXXApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________© the LA Group 2023Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Trojanski Builders627 Maple AveSaratoga Springs, NY 12866Save Date: 6/7/2023 7:54 AMFile Name: G:\Proj-2023\2023028_30_Doten_Avenue_Subdivision\2023028CAD\2023028-C-4.0_Details.dwgPlotted By:BENJAMIN W. PALMER 30 Doten AvenueSubdivision30 Doten Ave,Saratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:2023028DBHLRCDBH6/07/2023SECTIONS3"6"6"3'-0"3'-6" MIN.B'A'A-A'**2'-6"MIN. I.D.**6"B-B'*30" MIN. SUMPN.T.S.CONCRETE - 4000 PSI @ 28 DAYS MIN.REINFORCMENT - 6x6 - 10/10 WWM ALLFOUR SIDES AND BOTTOM (CONFORM TOASTM STD. A-615)ALLOW 2" FOR FINALADJUSTMENT OF FRAME12" TYPE 2 CRUSHED STONE ONUNDISTURBED SUBGRADENOTES:1. ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. HIGHWAY LOADING H-20.STORM SEWER PIPE TO BE MORTAREDIN PLACE WITH NON-SHRINK GROUT3'-6" MIN.TO 6'-0"AB2'-6"MIN. I.D.**HEAVY DUTY FRAME ANDGRATE, CAMPBELL NO.2816B WITH GRATE OPTIONOR APPROVED EQUALKNOCKOUT PANELEACH SIDEFRAME TO BE MORTARED TO TOPOF CATCH BASIN WITH NON-SHRINKGROUT. ALLOW 2" FOR FINALADJUSTMENT OF FRAME.Scale: NTSCATCH BASIN DETAIL1Scale: NTSCONNECTION TO EXISTING SANITARY MAIN2Scale: NTSUTILITY CROSSING3Scale: NTSWATER SERVICE4PIPEO.D .NEW PVMT., SEE DETAILEXIST. PVMT.PERFORATED PIPENYSDOT NO.1 & NO.2 STONEMIRAFI 160N FABRIC, WRAP STONEScale: NTSPERFORATED PIPE TRENCH56"6"COMPACTED EXCAVATED MATERIALScale: NTSDROP CURB AT RESIDENTIAL DRIVEWAY 6ASPHALTDRIVEWAYCONCRETE SIDEWALK - TYPE 1 ATNON-VEHICLE TRAFFIC AREAS.TYPE 2 AT VEHICLE TRAFFICAREAS.EXPANSION JOINT(FULL DEPTH OFPAVEMENT)TURFSTREET1-1/2" REVEALASPHALTAPRONEXPANSIONJOINTR5'TAPER CURB6" CONCRETE CURBASPHALT WARPAREA (BOTH SIDES)DROP SECTION OF CURBMIN. DR IVEWAY W IDTH = 10 'MAX.WIDTH = 25% OF FRONTAGE5'-0" 6"