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HomeMy WebLinkAbout20230017 Airosmith Garage Construction Site Plan 2023 03 15 Updated PlansSITE STATISTICSDRAWING INDEXCOVERAS-BUILT PREVIOUS APPROVALL-1.0SITE LAYOUT & MATERIALS PLANL-2.0SITE GRADING & UTILITIES PLANL-3.0SITE DETAILSVICINITY MAPPROJECT LOCATION MAP1.ALL WORK MUST CONFORM TO ALL FEDERAL AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS.2.THE EVALUATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICALDATUM, 1929.3.ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THECONTRACTOR TO A4.THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER OR A DESIGNATEDREPRESENTATIVE IS REQUIRED.5.THE COST OF CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. AN ESCROWACCOUNT TO COVER THE COST OF INSPECTIONS MUST BE ESTABLISHED PRIOR TO ANY CONSTRUCTION.6.THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FORTHE PROJECT.7.THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANYWORK IN THE STREET OF RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY.8.ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OFSEDIMENT OR DEBRIS ONTO A PUBLIC ROAD.9.NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITHTHE APPROVED PLANS; AND AN AS-BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OFTHE CITY ENGINEER.CITY OF SARATOGA SPRINGS STANDARD NOTESARCHITECTURAL RENDERING318 West Avenue Site Plan Amendment318 West Avenue, Saratoga Springs, New York 12866January 10, 2023Revised February 10, 2023TAX ID / PARCEL NUMBER: 178.48-1-16, 178.48-1-41, 178.-4-24PARCEL SIZE:0.518 ACZONING: TRANSECT- 4URBAN NEIGHBORHOODZONING REQUIREMENTS:REQUIREDPROVIDEDMAX BUILDING HEIGHT:40'40'MIN % BUILD OUT ALONG FRONTAGE50%50%FRONT BUILD-TO-LINE12'-18'6'SIDE SETBACK12' 12'REAR SETBACK24'24'MIXED USE BUILDING:RESIDENTIAL2 UNITSCOMMERCIAL6,675 SFPARKING 25 SPACESPARKING REQUIREMENTSOFFICEI SPACE PER 300SF = 6675300 = 22 SPACESRESIDENTIAL UNITS 1.5 PER UNIT2 UNITS X 1.5 = 3 SPACESTOTAL SPACES REQUIRED 25 SPACESWEST AVENUEPROJECT SITEPROJECT SITEROUTE 50 AVENUE OF THE PINES Planning Board # xx.xxxROUTE 50 SURVEYOR:Thompson Fleming land Surveyors, P.C.12 Lake AvenueSaratoga Springs, NY 12866PREPARED BY:Balzer & Tuck Architecture468 BroadwaySaratoga Springs, NY 12866ARCHITECT:Cassier Smith Real Estate Holdings, LLC32 Clinton StreetSaratoga Springs, NY 12866APPLICANT: 318 WEST AVENUEMIXED USE BUILDINGPOROUS PAVING, TYPASPHALT PAVING, TYPPOROUS PAVING, TYP8.00'9.88'32 . 5 1 ' 39 . 4 7 ' 12.17' 12.00' 18.00'9.00'8642510100Scale: 1" = 10'WEST AVENUE Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Cassier Smith RealEstate Holdings,LLC.32 Clinton StreetSaratoga Springs, NY 12866Save Date: 3/10/2023 10:49 AMFile Name: G:\Proj-2017\2017114_Smith_Property_Consulting_West_Ave\2017114CAD\L-2.0_Layout-AA-SPA.dwgPlotted By:MATT BROBSTON 318 West AvenueSite PlanAmendment318 West AvenueSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172017114SITE LAYOUT &MATERIALS PLANL-1.0CMIMCBMCB1/10/20231"=10'1REVISED PER COMMENTS3/10/2023LEGENDPOROUS ASPHALT PAVINGASPHALT PAVINGPROPERTY LINECONSTRUCTION LIMIT LINE1PARKING ID NUMBERPlanning Board # XX.XXXXApprovalApproved under authority of a resolution adoptedby the Planning Board of the City of Saratoga Springs. ChairpersonDate Signed:P R O P O S E D G A R A G EEXISTING654 12313.00'25.23'65 . 0 0 '34.00' 303 302 303.43 318 WEST AVENUE MIXED USE BUILDING 305.35 305.35 305.35 303.70 302.85 303 304 304.4 304.6 304.3 304.5 304.5 304.85 305.25 EX304.29 TC305.05 BC304.55 TC304.8 BC304.3 305.15 304.85 303.43 305.35 304.85 304.85 304.85 305.25 304305303.20 303 3 0 4 302 305.15 305303.70 303.15 303.55 304.65 303 304.4 304.9 5. 0 0 ' 24 . 0 0 '5' ACCESSORY BUILDING SETBACK12' SIDE SETBACK 12' SIDE SETBACK R E A R S E T B A C K P A R K I N G PROPOSED GARAGE302.85 303.8 303.8 303.7 303.7 303.5 POROUS PAVEMENT OBSERVATION WELL POROUS PAVEMENT OBSERVATION WELL 250' TO NEAREST HYDRANT FFE=303.8SILT FENCE 86425 10100 Scale: 1" = 10' SITE GRADING, DRAINAGE& UTILITIES PLAN L-2.0 CMI MCB MCB 3/10/2023 1"=10' Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Cassier Smith Real Estate Holdings, LLC. 32 Clinton Street Saratoga Springs, NY 12866 Save Date: 3/9/2023 4:58 PMFile Name: G:\Proj-2017\2017114_Smith_Property_Consulting_West_Ave\2017114CAD\L-3.0_Grading & Utilities-AA-SPA.dwgPlotted By:MATT BROBSTON318 West Avenue Mixed Use Building 318 West Avenue Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2017114 LEGEND PROPERTY LINE MAJOR CONTOUR MINOR CONTOUR 850 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 850 CONSTRUCTION LINE LIMITS PROPOSED SPOT ELEVATION857 852 852 PROPOSED WATER LINE 1.EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 08/06/18 PERFORMED BY THOMPSON FLEMING LAND SURVEYORS, P.C.. 2.ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3.CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. 4.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. 5.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. 6.SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. 7.ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE. 8.WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 9.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. 10.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE-USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. 11.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. 12.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 13.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. 14.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. 15.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 16.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 MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. 17.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. 18.IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. 19.THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/ SLOPES NO STEEPER THAN 1 FOOT (VERTICAL) ON 2 FOOT (HORIZONTAL). GRADING NOTES: TP-1 0 - 6” TOPSOIL, DECOMPOSED ORGANICS 6 - 36” 10 YR 5/6 COARSE SAND, ROOTS TO 30”, MOTTLING @ 36” 36 - 72” 10 YR 2/1 DARK GREY SAND, SOME STONES, STRONG SEEPS AT 72” SHWT @ 36”, GROUNDWATER AT 72” NO FALLING HEAD PERMEABILITY TEST COMPLETED TP-2 0 - 6” TOPSOIL, DECOMPOSED ORGANICS 6 - 18” 10 YR 3/2 SANDY LOAM, ROOTS TO 10”, SMALL STONES 18 - 36” 10 YR 5/6 COARSE SAND, SMALL STONES 36 - 54” 10 YR 2/1 DARK GREY GRAVELLY SAND, SOME STONES, MOIST, DISTINCT MOTTLING AT 42” 54 - 66” 10 YR 2/1 DARK GREY SAND, WET, STRONG SEEPS AT 66” SHWT AT 42”, GROUNDWATER AT 66” FALLING HEAD PERMEABILITY TEST COMPLETED AT 6” P1 40 (INCH/HOUR) P2 30 (INCH/HOUR) P3 25 (INCH/HOUR) P4 25 (INCH/HOUR) P5 25 (INCH/HOUR) P6 25 (INCH/HOUR) INFILTRATION RATE STABILIZED AT 25 IN/HR. TP-3 0 - 6” TOPSOIL, DECOMPOSED ORGANICS, BURIED ASH 6 - 36” 10 YR 5/6 COARSE SAND, MOTTLING @ 45” 36 - 72” 10 YR 2/1 DARK GREY SAND, SOME STONES, STRONG SEEPS AT 72” SHWT AT 45”, GROUNDWATER AT 72” FALLING HEAD PERMEABILITY TEST COMPLETED AT 8” P1 60 (INCH/HOUR) P2 30 (INCH/HOUR) P3 25 (INCH/HOUR) P4 20 (INCH/HOUR) P5 20 (INCH/HOUR) P6 20 (INCH/HOUR) INFILTRATION RATE STABILIZED AT 20 IN/HR. TEST PIT DATA PROPOSED SEWER LINE FALLING HEAD PERMEABILITY TEST SHALL BE COMPLETED AT TP-1 BY A LICENSED PROFESSIONAL ENGINEER PRIOR TO CONSTRUCTION, AND RESULTS SENT TO THE CITY OF SARATOGA SPRING ENGINEERING DEPARTMENT Planning Board # 18.055 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: SILT FENCE L-6.0 Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Cassier Smith RealEstate Holdings,LLC.32 Clinton StreetSaratoga Springs, NY 12866Save Date: 3/10/2023 10:55 AMFile Name: G:\Proj-2017\2017114_Smith_Property_Consulting_West_Ave\2017114CAD\L-6.0_Details-AA-SPA.dwgPlotted By:MATT BROBSTON 318 West AvenueMixed Use Building318 West AvenueSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172017114SITE DETAILSL-3.0CMIMCBMCB3/10/2023As NotedNOTES:1.PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET,DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFICVOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ONANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAYREQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TOCARRY DESIGN LOADING.2.TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE.3.THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/ORCORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTINGSHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BEPAID BY THE CONTRACTOR.4.NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TOCOMMENCING PAVING OPERATIONS.2ASPHALT 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 COMPACTIONPARKINGLOT1-1/2"2"8"<0.3MILLIONPAVEMENTTYPETOPCOURSEBINDERCOURSEGRAVELCOURSEESALLEVELSTANDARDROADWAY1-1/2"3"12"<0.3MILLION1SILT FENCESCALE: NTS16" ABOVEGRADE6"BELOW GRADE 10' MAX. ℄ TO ℄36" MIN., 2" HARDWOOD FENCE POSTS,DRIVEN MIN. 16" INTO GROUND2' OVERALLFABRIC HT.20" MIN.16" MIN.36" MIN. FENCE POSTFILTER FABRIC6"MIN.EMBED FILTER CLOTHMIN. 6" INTO GROUNDSECTIONPERSPECTIVE VIEWFILTER FABRIC; FASTENED SECURELYTO FENCE POSTS W/ STAPLESCONSTRUCTION SPECIFICATIONS:1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPEOR HARDWOOD.2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BEWOVEN WIRE 6' MAXIMUM MESH OPENING.3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTHE SHALL BEEITHER 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 "BULGES" DEVELOP IN THE SILT FENCE.6.FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING.3POROUS ASPHALT PAVEMENTSCALE: NTSPlanning Board # 18.055ApprovalApproved under authority of a resolution adoptedby the Planning Board of the City of Saratoga Springs. ChairpersonDate Signed: