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HomeMy WebLinkAbout20230380 190-194 Grand Final Subdivision PlansSaratoga Springs, NY 12866May 25, 202340 Long Alley SaratogaSprings, NY 12866P 518/587-8100F 518/587-0180www.thelagroup.comPREPARED BY:PROJECT SITEPROJECT LOCATION MAPSCALE: 1" = 150'190-194 Grand AvenueSubdivision ApplicationSHEET INDEX:S-1SITE SURVEY (EXISTING CONDITIONS)S-2SITE SURVEY PLATC-1.0SITE DEMO AND PREPARATION PLANC-2.0LAYOUT PLANC-3.0UTILITY PLANC-4.0DETAILSSMALDONE LAGRAND AVEBIRCH STPlanning Board # 23.XXXXTOTAL AREA: 0.282 ACRESLAND TO BE SUBDIVIDED INTO (3) LOTSTAX MAP PARCEL NUMBER:165.66-3-2ZONING: UR-2, URBAN RESIDENTIALWALNUT STOAK STELM STSURVEYOR:Thompson & Fleming12 Lake Avenue Suite 1Saratoga Springs, NY 12866APPLICANT:Mary Aloy & Gary Quirion190-194 Grand AvenueSaratoga Springs, NY 12866SHEET STATISTICSZONING BOARD OF APPEALS NOTICE OF DECISION:CITY OF SARATOGA SPRINGS STANDARD NOTES1.ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS,ORDINANCES, RULES AND REGULATIONS.2.THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THENATIONAL GEODETIC VERTICAL DATUM, 1929.3.APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TOTHE CITY ENGINEER FOR REVIEW AND APPROVAL. LETTER OF CREDIT FUNDS MUST BEPOSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL PLAN.4.THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITYENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY ADESIGNATED REPRESENTATIVE OF THE APPLICANT OR THE DESIGN PROFESSIONAL AREREQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THEAPPLICANT/DEVELOPER.5.ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED ANDAPPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION.6.THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THETURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES.7.THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THEDEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET OR RIGHT-OF-WAY OFANY CITY STREET, ROAD OR ALLEY.8.CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED.9.ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENTTRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY.10.ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLYDISPOSED OF OFF-SITE BY THE CONTRACTOR PRIOR TO SUBMISSION OF THE AS-BUILTDRAWINGS.11.NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEENCOMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; ALL DISTURBED SOILS ORBARE GROUND HAVE BEEN FULLY STABILIZED; AND AN "AS-BUILT" DRAWING HAS BEENPREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. Grand AvenueWalnut StreetEXISTING CONDITIONS PLANEXISTING SHED TO BE REMOVEDPROPERTY LINEPROPERTY LINEEXISTING PAVERS TOREMAINEXISTING PAVEMENT TO BEREMOVEDSAWCUT TO REMOVEPAVEMENTEXISTING ASPHALTPAVEMENT TO REMAINOBLITERATE PAVEMENTMARKINGS, TYP.EXISTING SANITARYLATERAL TO BE CUT ANDABANDONEDEXISTING SANITARYLATERAL TO REMAINEXISTING SANITARYLATERAL AND CONNECTIONTO THE MAIN TO REMAINEXISTING SANITARYLATERAL TO BE CUT ANDREMOVEDSAWCUT AND REMOVEPAVEMENT FOR UTILITYCONNECTIONSSAWCUT AND REMOVEPAVEMENT FOR UTILITYCONNECTION, TYP.OWNER TO SALVAGEPAVERS AND RESTORE TOORIGINAL CONDITIONSREMOVE EXISTINGPAVERS AROUND BASEOF TREEUnauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Mary Aloy &Gary Quirion190-194 Grand Ave.Saratoga Springs, NY 12866Save Date: 5/31/2023 2:54 PMFile Name: G:\Proj-2022\2022051_190-194_Grand_Avenue\2022051CAD\C-1_Demo Plan.dwgPlotted By:KARA TEDFORD 190-194Grand AvenueSubdivision190-194 Grand Ave.Saratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 202320220518642510100Scale: 1" = 10'LEGENDPROPERTY LINEDemo PlanC-1.0DRCKLTDRC5/25/20231"=10'1.SUBMIT TRAFFIC CONTROL PLAN TO THE CITY OF SARATOGA SPRINGS. PROVIDE TRAFFICCONTROL DURING WORK IN THE RIGHT-OF-WAY AND OBTAIN ALL RELEVANT PERMITSAPPLICATIONS AS NECESSARY (IE. ROAD CLOSURE PERMIT).TRAFFIC CONTROL1.EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN DATED 2/23/2023, AS PREPARED BYTHOMPSON & FLEMING LAND SURVEYORS. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ONTHE PROJECT SURVEY.2.PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT DIGSAFELY NY (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITYCOMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TOCONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THECONTRACTOR.3.THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATICONLY. 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.). EXCAVATIONREQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. ANY DAMAGE ANDINCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO CONTACT THE PROPERAUTHORITIES SHALL BE BORNE BY THE CONTRACTOR.4.THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND REPORT ANYDISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO THE OWNER'SREPRESENTATIVE.5.THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ESTABLISHEDBOUNDS AND BENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE DESTROYED ORDISTURBED.6.CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TOMAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS, AND MINIMIZE DISRUPTION TOSURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECTSAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK LINE.7.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALLJURISDICTIONS AFFECTED BY THIS WORK ARE IN PLACE PRIOR TO CONSTRUCTION. FORPERMITS ALREADY ISSUED, CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND STRICTLYADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDING SHALL BE SECURED BY THECONTRACTOR AND COORDINATED WITH THE OWNER'S REPRESENTATIVE.8.ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION MUST BEAPPROVED AND SHALL BE RECORDED BY THE CONTRACTOR ON "AS-BUILT DRAWINGS," ASSPECIFIED.9.SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A COMPLETEUNDERSTANDING OF THE WORK, OR SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTSFURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTING THE WORK COVEREDHEREBY, THE CONTRACTOR SHALL AND WILL PROMPTLY NOTIFY THE OWNER'SREPRESENTATIVE, AND IN THE EVENT OF THE CONTRACTOR'S FAILURE TO DO SO, HE SHALL ANDWILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSED THEREBY.10.PROVIDE EXPANSION JOINTS AT ALL CURBS, WALLS, STEPS, LIGHT POLE BASES, PULL BOXES,MANHOLES, TRAFFIC CONTROLLER BOXES AND AS SHOWN ON PLAN.11.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING INFRASTRUCTURE FOR THEDURATION OF CONSTRUCTION. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICEALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS.12.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF DEMOLITION,REMOVALS AND OR RELOCATION WORK WITH ALL TRADES, IF APPLICABLE. CONSULT ALLDRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE COMMENCINGCONSTRUCTION.13.CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETYREQUIREMENTS DURING CONSTRUCTION.14.CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY PROTECTTHE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THEVICINITY OF THE SITE SHALL NOT BE IMPEDED.GENERAL NOTES1.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETINGWITH OWNER/OWNER'S REPRESENTATIVE AND THE CITY OF SARATOGA SPRINGS TOREVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERALCONSTRUCTION SCHEDULE.2.THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITYNOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCEUNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED.3.ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBINGACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS.4.THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENTOF 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 DUETO 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 EDITIONOF 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 OFTHE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE ANDPROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED.1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'SREPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFFSITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUSTBE 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 BASEMATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED.3.EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLYREMOVED AND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE.4.TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING,GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF-SITE DISPOSAL OF ALLTREES, SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGHTHE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENTBUILDINGS OR OTHER TREES TO BE SAVED.5.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHINLIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS.TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'SREPRESENTATIVE.SITE PREPARATION NOTESPROTECTION NOTES:REMOVALS NOTESASPHALT PAVEMENT REMOVALEXISTING CONCRETE PAVERS TO REMAINREMOVALSEXISTING ASPHALT PAVEMENT TO REMAINEXISTING SANITARYEXISTING ELECTRICEXISTING WATERPlanning Board # 23.XXXX 165.65-2-47165.65-2-14165.65-2-25165.65-2-26165.65-2-22 165.65-2-23 165.65-2-24 165.65-2-27 165.66-1-40 165.66-1-39 165.66-1-36 165.66-1-35 165.66-1-32 165.66-1-31 165.66-1-26 165.66-3-2 165.66-3-4 165.66-3-5 165.66-3-6 165.66-3-7 165.66-3-8 165.66-3-9 165.66-3-49 165.66-3-57 165.66-3-44 165.66-3-41 165.66-3-40 165.65-2-37 165.65-2-35 165.65-2-29 165.65-2-28 165.65-2-34 165.65-2-36 165.73-2-17 165.73-2-16 165.73-2-15 165.73-2-13 165.66-3-50 165.66-3-47 165.66-3-46 165.66-3-43 165.66-3-42 165.66-1-38 165.66-1-37 165.66-1-34 165.66-1-33 165.66-1-43 165.66-1-42165.66-1-41165.65-2-31165.65-2-32165.65-2-33165.66-3-54165.66-3-55165.66-3-56165.66-3-33165.66-3-53165.66-3-52165.66-3-51.1165.66-3-51.2 165.65-2-30194 GRANDAVENUE192 GRANDAVENUE190 GRANDAVENUEEXISTING PAVERS TOREMAINEXISTING TREE TOREMAIN, PROTECTDURING CONSTRUCTIONEXISTING ASPHALTPAVEMENT TO REMAINNEW STRIPING, TYP.NEW STRIPING,TYP, 4" SOLIDWHITE LINEEXISTING ASPHALTPAVEMENT TO REMAIN9', TYP.1234565.65'18', TYP.R5'1ACDECORATIVESTREET LIGHT2C-4.0SHOWN FORREFERENCE ONLY;SPACE IS AVAILABLEFOR TURNINGMOVEMENTS1ER1ERWALNUT STREET GRAND AVENUEASPHALTPAVEMENT4C-4.0OWNER TO SALVAGEPAVERS AND RESTORETO ORIGINALCONDITIONSASPHALTPAVEMENT4C-4.0ASPHALTPAVEMENT4C-4.0PAVEMENT KEY3C-4.0PAVEMENT KEY3C-4.0PAVEMENT KEY3C-4.024'1.ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTEREDSURVEYOR ENGAGED BY THE CONTRACTOR.2.ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'SREPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUSTBE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.3.ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICHTHEY ARE MEASURED UNLESS OTHERWISE NOTED.4.DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OFCURB.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.). CONTRACTORSHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUINGWORK.LAYOUT NOTESUnauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Mary Aloy &Gary Quirion190-194 Grand Ave.Saratoga Springs, NY 12866G:\Proj-2022\2022051_190-194_Grand_Avenue\2022051CAD\C-2_Layout Plan.dwg 190-194Grand AvenueSubdivision190-194 Grand Ave.Saratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20232022051Layout PlanC-2.0DRCKLTDRC5/25/20231"=10'PROPERTIES WITHIN 300 FEETLEGEND CONCRETE PAVING ASPHALT PAVINGPROPERTY LINETREELIMIT OF DISTURBANCE (0.60 AC)8642510100Scale: 1" = 10'501001501500Scale: 1" = 150'KEYBOTANICAL NAMECOMMON NAMEQTY.TREESAC1ServiceberryAmelanchier cenedensisPLANTING SIZEROOT2 12" CALB&BPLANTING SCHEDULEPlanning Board # 23.XXXXPROPOSED LIGHT1.CONTRACTOR TO TOPSOIL AND SEED ALL DISTURBED AREAS ON SITE THAT ARE NOTHARDSCAPE.RESTORATION NOTEEXISTING CONCRETE PAVERS TO REMAINEXISTING ASPHALT PAVEMENT TO REMAINER2Eastern RedbudCercis canadensis2 12" CALB&B 194 GRANDAVENUE192 GRANDAVENUE190 GRANDAVENUEEXISTING 8"SANITARYMAINEXISTING SANITARYCONNECTION FOR 190, 192,194 GRAND AVENUE.APPLICANT PROPOSINGRETAINING THISCONNECTION FOR 190GRAND AVENUE.4" SANITARY LATERALFROM 190 GRANDAVENUE TO REMAINCONNECT EXISTING LATERALFROM 192 GRAND AVENUE TONEW 4" PVC SANITARY LINEEXISTING 4" WATER MAINEXISTING LATERALTO REMAINAND SERVICE 192 GRANDAVENUE.WATERCONNECTIONAND WSO8C-4.0WATERCONNECTIONAND WSO8C-4.0WALNUT STREET GRAND AVENUENEW 6" PVC SANITARY LINECONNECTIONTO SANITARYSEWER MAIN1C-3.0CONTRACTOR TO BOREBENEATH SIDEWALK ANDCURBING TO INSTALLSANITARY SEWER LATERALS.CONTRACTOR TO BOREBENEATH SIDEWALK ANDCURBING TO INSTALL WATERLATERAL, TYP.Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Mary Aloy &Gary Quirion190-194 Grand Ave.Saratoga Springs, NY 12866G:\Proj-2022\2022051_190-194_Grand_Avenue\2022051CAD\C-3_Utility.dwg 190-194Grand AvenueSubdivision190-194 Grand Ave.Saratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20232022051Utility PlanC-3.0DRCKLTDRC5/25/20231"=10'Planning Board # 23.XXXX1.EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 2/23/2023 PERFORMED BY THOMPSON& FLEMING LAND SURVEYORS.2.CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OFCONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BEDISTURBED BY CONSTRUCTION.3.MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%.4.ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURBUNLESS SHOWN OTHERWISE.5.WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THEEXISTING PAVING.6.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 INCURREDDURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER.7.EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND.PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND.8.SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTIONAND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTILCOMPLETION OF BACKFILLING.9.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALLUTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HANDHOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESSOTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.10.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVESOR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES.11.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES.DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINEDCONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF. WHENIT IS NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDETEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY OWNER'SREPRESENTATIVE.12.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALLUTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HANDHOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESSOTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.13.IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESSOTHERWISE NOTED.GRADING NOTES:1.THE CONTRACTOR SHALL CONTACT DIG SAFELY NY (1-800-962-7962) AND THE PROPER LOCALAUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OFALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUETO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THECONTRACTOR.2.CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVINGJURISDICTION IN ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS.3.LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINTCONFIGURATION.4.ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL ANDBUILDING CODE REQUIREMENTS.5.THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC FORINFORMATION ONLY, AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ALLUTILITIES MAY NOT BE SHOWN. 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.) AND IMMEDIATELYREPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. ANY DAMAGE AND INCURRED COSTSDUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE BORNE BY THECONTRACTOR.6.EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND.7.EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIREDBY THESE DRAWINGS AND SPECIFICATIONS.8.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES,EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION.UTILITY NOTESPROPERTY LINEEXISTING MAJOR CONTOUREXISTING MINOR CONTOUR310312PROPOSED WATER LINEPROPOSED SANITARY LINEEXISTING SANITARY LINEEXISTING OVERHEAD UTILITYEXISTING WATER LINELIMIT OF DISTURBANCELEGEND8642510100Scale: 1" = 10'8" SADDLE WITH STAINLESSSTEEL STRAP PERMANUFACTURERSRECOMMENDATION, ROMACINDUSTRIES, INC.EXISTING 45° OR 30° BENDAS REQ'DPIPE BEDDING AS REQ'DUNDISTURBED SUB-GRADESEWER LATERALFLOW C L45° OR 30° BEND AS REQ'DSLOPE: 2% MIN. (1/4" PER FOOT)45°1CONNECTION TO EXISTING SEWER MAINSCALE: NTSSEWER MAIN Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Mary Aloy &Gary Quirion190-194 Grand Ave.Saratoga Springs, NY 12866190-194Grand AvenueSubdivision190-194 Grand Ave.Saratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20232022051NTS5/25/2023DRCKLTDRCC-4.0Site DetailsLADEN RUNOFFSEDIMENTSEDIMENTLADEN RUNOFFUSE SILT SACK UNDER GRATE TOCONTROL SEDIMENT RUNOFF.SACK SHALL BE MAINTIANED ANDCLEANED ON A REGULAR BASIS(SEE NOTE)EXISTING PAVINGPROPOSED PAVING3PAVEMENT KEYSCALE: NTSTOP COURSEBINDER COURSEKEYED PAVEMENT TO BE FLUSH WITHEXISTING PAVEMENT TO REMAIN1-/2" MINIMUM DEEP KEYINTO EXISTING PAVEMENTCOMPACTED BASE MATERIALCOMPACTED SUBGRADENOTES:1.PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FORSTREET, DRIVEWAY AND PARKING LOT CONSTRUCTIONWHERE TRAFFIC VOLUMES AND LOADINGS ARE NOTEXCESSIVE. BASED ON ANTICIPATED VOLUMES ANDLOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURALPAVEMENT SECTION TO BE INCREASED TO CARRY DESIGNLOADING.2.TACK COAT BINDER BEFORE PLACING TOP COARSE IFMORE THAN 48 HOURS HAVE ELAPSED AFTER PLACINGBINDER COURSE.3.THE CITY ENGINEER MAY REQUIRE COMPACTION TESTINGAND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS.ALL TESTING SHALL BE AS ORDERED BY THE CITYENGINEER AND SHALL BE PAID BY THE CONTRACTOR.4.NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TOCOMMENCING PAVING OPERATIONS.4ASPHALT PAVEMENTSCALE: NTSSUBGRADE - COMPACTED TO90% STANDARD PROCTORCOMPACTED GRAVEL -NYSDOT TYPE 2 (SECT.304) COMPACTED TO 95%STANDARD PROCTORDEPTH TOSUBGRADE ASREQUIREDBINDER 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 COMPACTIONPAVEMENTTYPETOPCOURSEBINDERCOURSEGRAVELCOURSESTANDARDROADWAY1-1/2"3"12"12" (MIN.)FULL LENGTH OF PIPECENTERED ON SEWER LINEEQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING.PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTEDOUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES,TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN-18" MIN.STATE STANDARDS")(REFERENCE- "TENNOTE:FINISHED GRADE5'-0" MIN.SANITARY SEWER OR* SEE NOTEWATER LINESTORM SEWER5UTILITY CROSSING DETAILSCALE: NTS1INLET PROTECTION - FINISHED PAVED AREASSCALE: NTSNOTE:1.SILT SACK SHALL BE MAINTAINED & REMOVEDONLY AFTER ACCEPTANCE OF ROADWAY. SILTSACK SHALL BE CLEANED PERIODICALLY TO KEEPCATCH BASIN WORKING PROPERLY WHILE INPLACE AT REMOVAL OF SILT SACK ALL CATCHBASINS SHALL BE CLEANED OF DEBRIS ANDSEDIMENT.2.GRATE SILT SACK SHALL ONLY BE USED FORIN-PAVEMENT STRUCTURES ONLY DURING ANDAFTER INSTALLATION OF PAVEMENT.NOTES:1.PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FORSTREET, DRIVEWAY AND PARKING LOT CONSTRUCTIONWHERE TRAFFIC VOLUMES AND LOADINGS ARE NOTEXCESSIVE. BASED ON ANTICIPATED VOLUMES ANDLOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURALPAVEMENT SECTION TO BE INCREASED TO CARRY DESIGNLOADING.2.TACK COAT BINDER BEFORE PLACING TOP COARSE IFMORE THAN 48 HOURS HAVE ELAPSED AFTER PLACINGBINDER COURSE.3.THE CITY ENGINEER MAY REQUIRE COMPACTION TESTINGAND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS.ALL TESTING SHALL BE AS ORDERED BY THE CITYENGINEER AND SHALL BE PAID BY THE CONTRACTOR.4.NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TOCOMMENCING PAVING OPERATIONS.FINAL TRENCH BACKFILLAS SPECIFIEDTOPSOIL & SEEDLAWN RESTORATION11PVMT. RESTORATION116" MIN.NOTES:1.FINAL TRENCH BACKFILL1.a.IN NON-PAVED AREAS, FINAL TRENCH BACKFILL SHALL BEEXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THEENGINEER OF RECORD; OTHERWISE IT SHALL BESTRUCTURAL FILL. MIN. MOD. PROCTOR DENSITY SHALL BE 85PERCENT.1.b.IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BESTRUCTURAL FILL. MIN. MODIFIED PROCTOR DENSITY SHALLBE 95 PERCENT.2.ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCHBACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS.ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLYCOMPACTED TO THE SATISFACTION OF THE ENGINEER.3.EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES.EXIST. PVMT.SUBBASE MAT'L.;REFERTO NEW PVMT. DETAILBURIED METALLICIDENTIFICATIONWARNING TAPEFINAL TRENCH BACKFILL(SEE NOTE)PIPE ZONE BACKFILLPIPE ZONE BEDDINGMAT'LSAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. ASSHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT.PRIOR TO PLACEMENT OF NEW PVMT.NEW. PVMT., SEE DETAILPIPE O.D. + 24"MIN.6" MIN.O.D./2 12" MIN.PIPEO.D . 5'-0" MIN. COVER WATER 4'-6" MIN. COVER SEWER 18" 5'-0" MAX.VARIES - AS REQUIRED 8"MINKEYJT.PIPE ZONE BEDDINGCRUSHED STONEMECHANICALCOMPACTIONMECHANICALCOMPACTIONMECHANICALCOMPACTION12" MIN.COVERVARIESSEE NOTEPIPE ZONE BACKFILLMETHOD OFPLACEMENTMATERIALDEPTHITEM6PIPE TRENCH SECTIONSCALE: NTSCRUSHED STONE8TYPICAL WATER SERVICE CONNECTIONSCALE: NTS2DECORATIVE STREET LIGHT DETAILSCALE: NTS7TREE PLANTINGSCALE: NTS5'-0" MIN.45.00°5'-0" MIN.CORPORATION STOP WITHCOMPRESSION FITTING,MUELLER H-15008 3/4"EXISTINGWATERMAINFINISHED GRADECURB BOX; MUELLER 5'-6"± MODELH-10314 (IN TURF) MODEL H-10334 (INCONCRETE WALK) (SIZE AS REQUIREDFOR 3/4" OR 1" SERVICE)CURB STOP; MUELLER ORISEAL MODELH-15209 COMPRESSION, MODEL H-15219(W/DRAIN) (SIZE AS REQUIRED FOR 3/4" OR1" SERVICE)SEE DETAIL FOR SPLICETEMPORARY CAP OR PLUG AS NECESSARY3/4" MIN, SIZE TYPE KCOPPER PIPESOLID CONC.BEARING BLOCK ORC.I. FOOTTREE BELTSIDEWALKSEE NOTECURBROADWAY3/4" COPPER TUBING(TYPE K)NOTE:LOCATE CURB BOX BETWEEN CURBAND SIDEWALK AT CENTER OFTREE BELT. WHERE NO CURB/TREEBELT IS PRESENT INSTALL CURBBOX AT PROPERTY LINE.CAST 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 34"17" DIA. BASE, 12" DIA BOLTCIRCLE, DIAMOND PATTERN,FOUR 12" x 18" ANCHOR BOLTSPlanning Board # 23.XXXX