Loading...
HomeMy WebLinkAbout20260595 359 Ballston Ave Center for the Family Site Plan PlansCOVER S-1 SURVEY- [ Thompson & Fleming Land Surveyors ] L-1.0 SITE PREP & DEMOLITION PLAN L-2.0 LAYOUT & MATERIALS PLAN L-3.0 GRADING & DRAINAGE PLAN L-4.0 UTILITIES PLAN L-5.0 LIGHTING & LANDSCAPE PLAN L-6.0 SITE DETAILS L-6.1 SITE DETAILS L-6.2 SITE DETAILS Saratoga Center for the Family Site Plans SHEET INDEX: PROJECT LOCATION MAP SCALE: N.T.S. PROJECT VICINITY MAP SCALE: N.T.S. SITE / CIVIL:APPLICANT: Saratoga Center for the Family 359 Ballston Avenue Saratoga Springs, NY 12866 PROJECT SITE July 15, 2026 TAX PARCEL #178.-4-16 PARCEL SIZE:± 2.066 ACRES ZONING DISTRICT:URBAN NEIGHBORHOOD DISTRICT (UN T-4) AREA / BULK REQUIREMENTS REQUIRED PROPOSED EXISTING MAX. % IMPERVIOUS SURFACE:75%37.3%32.9% MAX. BUILDING HEIGHT:40' MIN. BUILDING HEIGHT:24' SETBACKS MIN. FRONT:12'-18'NA NA MIN. BUILD OUT %:50%0%NA MIN. INTERIOR SIDE:12'33'NA MIN. TOTAL SIDE:12'72'NA MIN. REAR:24'30'NA PARKING 1 PER 500 SF GFA 16 SPACES 27 SPACES 14 SPACES SITE STATISTICS: PROJECT SITE BA L L S T O N A V E ARCHITECT: Frost Hurff Architects 41 Long Alley Saratoga Springs, NY 12866 BA L L S T O N A V E CITY OF SARATOGA SPRINGS STANDARD NOTES 1.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 THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3.THE APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL PLAN. 4.THE CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. 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 CITY ENGINEER PRIOR TO CONSTRUCTION. 6.THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 7.THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK 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 REQUIRED 9.ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY. 10.NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN AS-BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. Planning Board #XXXXXX ARCHITECTURAL RENDERING Ba l l s t o n A v e n u e Ba l l s t o n A v e n u e REMOVE EXISTING ASPHALT REMOVE AND SALVAGE EXISTING LIGHT FOR REINSTALLATION INLET PROTECTION REMOVE AND SALVAGE EXISTING SIGNAGE REMOVE EXISTING VEGETATION REMOVE EXISTING PLAY AREA AND EQUIPMENT SAWCUT ASPHALT, TYP. REMOVE AND SALVAGE EXISTING LIGHT FOR REINSTALLATION STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT2 L-6.0 1 L-6.0 CONSTRUCTION LIMIT LINE TREE PROTECTION FENCING5 L-6.1 REMOVE AND SALVAGE EXISTING LIGHT FOR REINSTALLATION SILT FENCE3 L-6.0 2 L-6.2 SAWCUT ASPHALT, TYP. Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Saratoga Center for the Family 359 Ballston Avenue Saratoga Springs, NY 12866 Saratoga Center for the Family 359 Ballston 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 2026003 SITE PREPARATION & DEMOLITIONPLAN L-1.0 CMI LRC CMI 07/15/2026 1"=20' 10 5 10 15 20200 Scale: 1" = 20' LEGEND PROPERTY LINE CONSTRUCTION LIMIT LINE 1.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. 2.THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. 3.ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. 4.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.BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY TREES WHICH ARE TO BE PROTECTED OR REMOVED. DO NO CLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM, INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE SAVED. 6.THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCING FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK OPERATIONS. 7.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.EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED 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 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. 5.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: REMOVE ITEM SILT FENCE EXISTING VEGETATION REMOVE CONCRETE PAVEMENT REMOVE ASPHALT PAVEMENT REMOVE VEGETATION TREE PROTECTION FENCING Planning Board #XXXXXX Ba l l s t o n A v e n u e 24' 12 ' 12' 18' 1 2 ' BU I L D - T O Z O N E 1234567 222324252627 21 9 10 11 12 13 14 15 16 17 18 19 20 8 9.00', TYP. 18 . 0 0 ' , TY P . 9. 0 0 ' 5.00' 25 . 0 0 ' 25.00' R84' R5' R5' R5' 5.00' 25.28' 8.00' 8. 0 0 ' 18.00' 45. 4 7 ' 30.39' Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Saratoga Center for the Family 359 Ballston Avenue Saratoga Springs, NY 12866 Saratoga Center for the Family 359 Ballston 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 2026003 LAYOUT PLAN L-2.0 CMI LRC CMI 07/15/2026 1"=20' 10 5 10 15 20200 Scale: 1" = 20' 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.FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 6.ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 7.ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 8.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. 9.ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. LAYOUT NOTES: LEGEND CONCRETE PAVING ASPHALT PAVING PROPERTY LINE CONSTRUCTION LIMIT LINE ASPHALT PAVEMENT, TYP. 6 L-6.0 FLUSH CURB13 L-6.0 CONCRETE PAVERS 10 L-6.0 PROPOSED NEW STRUCTURE CONSTRUCTION LIMIT LINE PERGOLA CONCRETE PAVERS EXISTING BUILDING ACCESSIBLE PARKING9 L-6.0 'NO PARKING' SIGNAGE8, S2 L-6.0 'RESERVED PARKING' SIGNAGE8, S1 L-6.0 CONTROL JOINT, TYP. 7 L-6.0 EXPANSION JOINT, TYP. 7 L-6.0 ZONING SETBACK LINE RIGHT-OF-WAY CONCRETE CURB, TYP.11 L-6.0 CONCRETE PAVEMENT, TYP. 5 L-6.0 FUTURE PLAY AREA APPROXIMATE EXISTING DUMPSTER LOCATION TRANSITION CURB12 L-6.0 Planning Board #XXXXXX Ba l l s t o n A v e n u e 302.68 303.4 FFE: 305.0 302.94 302.5 TC: 304.5 BC: 304.0 304 304.75 304.5 303.94 304.5303.0 303.0 301.55 TC: 304.3 BC: 303.8 304.75 TC: 303.9 BC: 303.4 303.30 302.9 305.0 TC: 304.9 BC: 304.4 305.0 TC: 304.3 BC: 303.8 TC: 304.8 BC: 304.3 302.6 30 3 30 2 302 3033 0 4 30 4 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Saratoga Center for the Family 359 Ballston Avenue Saratoga Springs, NY 12866 Saratoga Center for the Family 359 Ballston Avenue Saratoga Springs, NY 12866 Project 7itle: Prepared for: Drawing 7itle Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2026003 GRADING PLAN L-3.0 CMI LRC CMI 07/15/2026 1"=20' 10 5 10 15 20200 Scale: 1" = 20' LEGEND PROPERTY LINE CONSTRUCTION LIMIT LINE 1.EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED XX/XX/XX PERFORMED BY ______________. 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 25. 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.SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB. 10.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. 11.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. 12.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. 13.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 14.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. 15.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. 16.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. 17.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 18.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. 19.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. 20.IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. 21.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: PROPOSED CONTOUR850 EXISTING MAJOR CONTOUR850 Planning Board #XXXXXX Ba l l s t o n A v e n u e 24' 12 ' 12' 18' 1 2 ' BU I L D - T O Z O N E 4" SDR-26, MIN. 2% SLOPE CONNECT TO EXISTING SANITARY LATERAL CUT EXISTING WATER SERVICE AND INSTALL 1"X1" TEE WITH PRESSURE RATED COUPLINGS 1" TYPE K COPPER WATER SERVICE 1" CURB STOP SANITARY CLEANOUT Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Saratoga Center for the Family 359 Ballston Avenue Saratoga Springs, NY 12866 Saratoga Center for the Family 359 Ballston 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 2026003 UTILITIES PLAN L-4.0 CMI LRC CMI 07/15/2026 1"=20' 10 5 10 15 20200 Scale: 1" = 20' LEGEND PROPERTY LINE CONSTRUCTION LIMIT LINE EXISTING ABOVE GROUND ELECTRIC EXISTING WATER LINE PROPOSED SANITARY LINE EXISTING GAS LINE EXISTING UNDERGROUND ELECTRIC LINE PROPOSED WATER LINE WATER SYSTEM NOTES 1.WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0". 2.SUBMIT APPROVED SHOP DRAWINGS FOR ALL WATER MAINS AND APPURTENANCES TO THE CITY ENGINEER PRIOR TO CONSTRUCTION. 3.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. 4.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. 5.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. 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.THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC FOR INFORMATION ONLY, AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ALL UTILITIES 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 IMMEDIATELY REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE BORNE BY THE CONTRACTOR. 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 REQUIRED BY 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 NOTES Planning Board #XXXXXX Ba l l s t o n A v e n u e ADJUSTED TREELINE EXISTING TREELINE, TYP. REINSTALLED LIGHT POLE, TYP. EXISTING TREE TO REMAIN, TYP. REINSTALLED LIGHT POLE, TYP. SHRUB PLANTING, TYP.3 L-6.1 PERENNIAL PLANTING, TYP. 4 L-6.1 TREE PLANTING, TYP.1 L-6.1 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Saratoga Center for the Family 359 Ballston Avenue Saratoga Springs, NY 12866 Saratoga Center for the Family 359 Ballston 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 2026003 LANDSCAPE &LIGHTING PLAN L-5.0 CMI LRC CMI 07/15/2026 1"=20' 10 5 10 15 20200 Scale: 1" = 20' LEGEND PLANTINGS PROPERTY LINE CONSTRUCTION LIMIT LINE 1.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 “AMERICAN STANDARD FOR NURSERY STOCK.” ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. 2.PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP-TO-TIP. 3.ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR 'FULL', OR 'HEAVY' WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED. 4.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. 5.TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. 6.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 7.IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 8.THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 9.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 10.THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 11.INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 12.CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. 13.ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR. 14.PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE. 15.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 16.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCE INCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, AND RE-SEEDING AS NECESSARY. 17.PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. 18.UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN WRITING THAT THE LANDSCAPE ARCHITECT FORMALLY INSPECT THE PLANTING WORK. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION. 19.FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE CONTRACTOR, THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR THE MAINTENANCE PERIOD SPECIFIED IN THIS SECTION. 20.ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: 20.1.PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, PESTS, AND DISEASE; STRUCTURAL DEFECTS; AND DAMAGE RESULTING FROM MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S) WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. 20.2.LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5"X5" 21.IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR. 22.GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK. 23.CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST. 24.GRASS SEED: FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITH AOSA'S "RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS: PROPORTION GERMINATION PURITY COMMON NAME BY WEIGHT MINIMUM MINIMUM CREEPING RED FESCUE 50% 85%95% OR CHEWINGS FESCUE KENTUCKY BLUEGRASS 25% 85% 90% PERENNIAL RYE 25%90%90% PLANTING NOTES: 3 IG 2 PO 6 S 2 PO 8 S 6 IG 2 PO PLANT LIST SYM.QTY.BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING TREE TO 6 Thuja occidentalis Eastern Arborvitae 2"-2.5" cal.B&B AR 1 Acer rubrum Red Maple 1-1/2"-2" cal.B&B PERENNIAL S 14 Sedum 'Autumn Joy'Sedum #2 cont.As shown H 110 Hemerocallis Daylily SHRUBS PO 6 Physocarpus opulifolius 'Diabolo'Common Ninebark 18"-24" ht.B&B IG 9 Ilex Glabra Inkberry Holly 18"-24" ht.B&B 3 TO 1 AR 3 TO LAWN 70 H 40 H Planning Board #XXXXXX 50'-0" 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIAL OVER GEOTEXTILE (MIRAFI 600X) R . 3 0 ' - 0 " T Y P . EDGE OF EXISTING ROADWAY CONSTRUCTION SPECIFICATIONS: 1.STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2.LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MIN. WOULD APPLY. 3.THICKNESS- NOT LESS THAN SIX (6) INCHES. 4.WIDTH- TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. GEOTEXTILE- WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 5.ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 6.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 7.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 8.PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. 24 ' - 0 " MI N . STRAWBALES STAKED INTO GROUND NOTE: 1.WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT. 10 MIL PLASTIC LINING WOOD OR METAL STAKES (2 PER BALE) STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC LINING 8' MIN. 2' M I N . CONCRETE WASHOUT SIGN CONCRETE WASHOUT EXISTING PAVING TO REMAINPROPOSED PAVING TOP COURSE BINDER COURSE 1-/2" MINIMUM DEEP KEY INTO EXISTING PAVEMENT COMPACTED BASE MATERIAL KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT 1' 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 OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY MINIMUM SPECIFICATIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS SHALL MEET OR EXCEED THESE CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE AIR-ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW WATER-CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR LESS,* (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO FREEZE-THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY WITH CLIMATE AND WEATHER CONDITIONS. TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985. ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PLANNING BOARD. *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE 6" X 6" NO 6 6 WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO 6 6 WOVEN WIRE MESH EXCEPT A.O.B.E. 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TYPE 1 SIDEWALK TYPE 2 PARKING AREA NOTES: 1.PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2.TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. 3.FOR WORK WITHIN CITY ROW THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID BY THE CONTRACTOR. 4.NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. SUBGRADE OR STRUCTURAL FILL COMPACTED TO 95% MODIFIED PROCTOR COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR DE P T H T O SU B G R A D E A S RE Q U I R E D BINDER COURSE - NYSDOT ITEM 402.198902 - 19F9 H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 TACK COAT - NYSDOT ITEM 407-0102 DILUTED TOP COURSE - NYSDOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION PAVEMENT TYPE TOP COURSE BINDER COURSE GRAVEL COURSE STREET 1-1/2"3"12" GEOTEXTILE FABRIC, MIIRAFI 500X S1 S2 HEAVY DUTY ALUMINUM SIGN 1-3/4" SQUARE GALV. STEEL POST. PAINT ONE PRIME AND TWO FINISH COATS BLACK MARINE ENAMEL 2" SQUARE GALV. STEEL SIGN POST STOCK SLEEVE TO MATCH POST FINISH GRADE (LAWN OR PLANT BED) LOCATE SIGN 2' OFF EDGE OF CURB OR WALK NOTE: COMPACTED SUBGRADE 80 " 6" 3' - 0 " M.U.T.C.D. NO. APPROX. SIZE OF SIGN LETTER SIZE TYPETEXT SEE M.U.T.C.D. 4" 12" X 18" 1.5 S.F. 12" X 18" 1.5 S.F.P1-1 P4 - 6C 16 " A B O V E GR A D E 6" BE L O W G R A D E 10' MAX. ℄ TO ℄ 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND 2' O V E R A L L FA B R I C H T . 20 " M I N . 16 " M I N . 36" MIN. FENCE POST FILTER FABRIC FLOW 6" MI N . EMBED FILTER CLOTH MIN. 6" INTO GROUND SECTION PERSPECTIVE VIEW FILTER FABRIC; FASTENED SECURELY TO FENCE POSTS W/ STAPLES FLOW FLOW CONSTRUCTION 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" TYPE OR HARDWOOD. 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN 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 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 "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. EXPANSION JOINT CONTROL JOINT EXPANSION JOINTS TO OCCUR 30' O.C. MAX, WHERE CONCRETE MEETS VERTICAL SURFACES OR IMMOVABLE OBJECTS SUCH AS CURBS, WALLS, FOOTINGS ETC, AND IN LOCATIONS SHOWN ON PLANS. 1/4" 3/8" JOINT JOINT SEALANT TO 1/2" DEPTH TOOLED JOINT WITH 1/4" RADIUS EDGE BACKER ROD PREMOULDED JOINT FILLER. CUT BACK AS NECESSARY AFTER PLACEMENT 1/4 THE DEPTH OF THE CONCRETE SLAB TOOLED CONTROL JOINT. PLACE 5'-0" O.C. UNLESS OTHERWISE SHOWN ON PLANS. 3" 3" 6" EDGE RESTRAINT 24" SQ., 1 2/2: - 2" THICK ABERDEEN AZZURO SLABS BY TECHO-BLOC, SAWN TOP AND SIDES. 1" SAND SETTING BED SUBGRADE COMPACTED TO 90% STANDARD PROCTOR 12" GRANULAR SUBBASE COURSE NYS DOT SECT 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR. NO-PARKING STRIP PAINTED WITH 4" WHITE DIAGONAL LINES NOTE: 1.MAXIMUM SLOPE WITHIN ACCESSIBLE PARKING AND/OR STRIPED AREA SHALL NOT EXCEED 1:50 (2%) 2.REFER TO PLAN FOR LAYOUT INFORMATION ANSI STANDARD ACCESSIBLE SYMBOL 8'-0" TYP.8'-6" TYP. FREE STANDING "RESERVED PARKING" SIGN TO MEET ANSI STDS. (12X18" MIN. SIZE. 80" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). FREE STANDING "NO PARKING" SIGN TO MEET ANSI STDS. (80" MOUNTING HEIGHT AT BOTTOM OF SIGN). SIGN SHALL NOT BE OBSCURED BY A VEHICLE IN THIS SPACE. 8, S2 L-6.0 8, S1 L-6.0 ANSI STANDARD ACCESSIBLE SYMBOL 8'-0" TYP.9'-0" TYP. FULL CURB AT LAWN 6" 6" 18 " 6" PAVEMENT 1 4" RADIUSFINISH GRADE CAST-IN-PLACE CONCRETE CURB, SEE CONCRETE SPECIFICATION GRAVEL COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR 7" 18 " BITUMINOUS CONCRETE PAVEMENT, TYP.L-6.0 7SCORE JOINT, TYP.CONCRETE PAVEMENT L-6.0 5 6" #4 NOSE BAR, CONTINUOUS, 2" CLEAR, TYP. 6" SUBGRADE: COMPACTED TO 95% MODIFIED PROCTOR (PROOF ROLL AND NOTIFY DIRECTOR'S REPRESENTATIVE IF UNSUITABLE SUBGRADE IS PRESENT) NYSDOT TYPE 2 SUBBASE COURSE COMPACT TO 95% MODIFIED PROCTOR 18 " 6" TY P . 6" 6"SITE DETAILS L-6.0 DBH JTM DBH 07/15/2026 NTS Scale: NTS STABILIZED CONSTRUCTION ENTRANCE1 Scale: NTS CONCRETE WASHOUT2 Scale: NTS PAVEMENT KEY4 Scale: NTS CONCRETE PAVEMENT5 Scale: NTS ASPHALT PAVEMENT6 Scale: NTS SIGNAGE8 Scale: NTS SILT FENCE 3 Planning Board #XXXXXXX Scale: NTS CONCRETE JOINTS7 Scale: NTS CONCRETE PAVER DETAIL10 Scale: NTS TRANSITION CURB12 Scale: NTS ACCESSIBLE PARKING9 6' (ADJACENT SIDEWALK) 3' (ADJACENT LAWN) ADJACENT SIDEWALK, 1:12 MAX 1' CONCRETE CURB 6" 3/8" EXPANSION JOINT ADJACENT FINISH GRADE AT BOTTOM OF CURB Scale: NTS 6" CONCRETE CURB11 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Saratoga Center for the Family 359 Ballston Avenue Saratoga Springs, NY 12866 Saratoga Center for the Family 359 Ballston 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 2026003 Scale: NTS FLUSH CURB13 NOTES: -TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. -THIN BRANCHES & FOLIAGE AS DIRECTED WHILE RETAINING NORMAL SHAPE OF TREE. NEVER CUT A LEADER. -TREE SHALL BE PLUMB & STRAIGHT. 12 " EQ.EQ. STAKE AND GUY TREE-CONTRACTOR SHALL PROVIDE METHOD AND MANUFACTURER SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL. NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL AWAY FROM TRUNK. 3" HT. PLANTING MIX SAUCER AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE NOTES: TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. NEVER CUT A LEADER. TREE SHALL BE PLUMB & STRAIGHT. 12 " EQ.EQ. UNDISTURBED SUBGRADE NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. AMENDED PLANTING MIX, COMPACTED 3" HT. PLANTING MIX SAUCER 3" Ø X 2'-0" CEDAR STAKES, 3 PER TREE, DRIVEN IN AT A 25° ANGLE; STAKES TO BE OUTSIDE OF TREE PIT. INSTALL 3 GUYS PER TREE EQUALLY SPACED AROUND ROOTBALL. ATTACH 1/8" GALV. STEEL CABLES @ 2/3 HEIGHT OF TREE. PROVIDE REINFORCED RUBBER HOSE TO ENCASE CABLE AROUND TRUNK. SECURE ALL ENDS OF CABLE W/ GALV. CLAMPS. GALV.TURNBUCKLE >1 PER CABLE 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL AWAY FROM TRUNK. 2'-0" SPACE SHRUBS AS INDICATED ON PLANS 12" MIN. 18 " M I N . 3" DEPTH SHREDDED BARK MULCH; PULL AWAY FROM ROOT FLARE. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL PLANT SHRUBS IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL UNDISTURBED SUBGRADE ROOT FLARE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT BORE TO PREVIOUS EXISTING GRADE 6" MI N 12" MIN. 18 " M I N . 3" BARK MULCH SET CROWN FLUSH WITH TOP OF MULCH PLANT PERENNIALS IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL COMPACTED / UNDISTURBED SUBGRADE DRIP EDGE 4' - 0 " - 0 " ORANGE POLYETHYLENE WARNING FENCE FOR TREE PROTECTION CONDITIONS: ADD WATERPROOF PERMANENT SIGN READING: "TREE PROTECTION AREA"; MIN. 3 SIGNS PER TREE, OR 1 SIGN EVERY 20' O.C. FOR GROUPINGS OF TREES METAL POST 2' - 0 " 5' - 0 " M I N . 1" WATER SERVICE CURB BOX; MUELLER 5'-6"± MODEL H-10314 (IN TURF) MODEL H-10334 (IN CONCRETE WALK) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) CURB STOP; MUELLER ORISEAL MODEL H-15209 COMPRESSION, MODEL H-15219 (W/DRAIN) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) SEE DETAIL FOR SPLICE TEMPORARY CAP OR PLUG AS NECESSARY 1" MIN, SIZE TYPE K COPPER PIPE SOLID CONC. BEARING BLOCK OR C.I. FOOT 1" COPPER TUBING (TYPE K) 1"x1" CUT IN TEE SITE DETAILS L-6.1 DBH JTM DBH 07/15/2026 NTS Scale: NTS DECIDUOUS TREE1 Planning Board #XXXXXXX Scale: NTS EVERGREEN TREE2 Scale: NTS SHRUB3 Scale: NTS PERENNIAL4 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Saratoga Center for the Family 359 Ballston Avenue Saratoga Springs, NY 12866 Saratoga Center for the Family 359 Ballston 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 2026003 Scale: NTS TREE PROTECTION FENCING5 Scale: NTS WATER SERVICE CONNECTION6 1' - 0 " MIN. MI N . PIPE O.D. 6" MIN. O.D./2 COMPACTION COMPACTION MECHANICAL COMPACTION MECHANICAL MECHANICAL PLACEMENT METHOD OF FINAL TRENCH BACKFILL PIPE ZONE BACKFILL 1 & 2 1 & 2 203.07 CRUSHED COVER VARIES 12' MIN. PIPE O.D./2 6" MIN. +PIPE ZONE BEDDING NYSDOT SIZEMATERIALDEPTHITEM NEW PVMT., SEE DETAIL PVMT. RESTORATIONLAWN RESTORATION 1 1 1 1 VA R I E S - A S R E Q ' D . 5' - 0 " M A X . V E R T . W A L L PIPE O.D. + 24" 8" 1' - 6 " AGGREGATE SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PAVEMENT. BURIED IDENTIFICATION WARNING TAPE EXIST. PVMT. SUBBASE MAT'L.; REFER TO NEW PVMT. DETAIL FINAL TRENCH BACKFILL (SEE NOTE) TOPSOIL & SEED AS SPECIFIED PIPE ZONE BACKFILL PIPE ZONE BEDDING MAT'L MIN. KEY JT. CRUSHED AGGREGATE NOTES: 1.ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 2.EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. SELECT GRANULAR FILL Scale: NTS TYPICAL PIPE TRENCH DETAIL7 24"MIN.EXISTING AND/OR FINISHED GRADE LATERAL CONNECTION SECTION PRESSURE TREATED 4"X4" LOCATION MARKER LABELED "SEWER END CAP" (TYP.) VARIES - 45° BEND MAX. VARIES - 45° BEND MAX. VARIES - 45° BEND MAX. AS REQUIRED 2% MINIMUM SLOPE (TYP) CAP (TYP.) BEDDING MATERIAL (TYP.) (SEE TRENCH DETAIL) MAIN SEWER MAIN SEWER VARIES - 45° BEND MAX. TEE, ONLY IF SPECIFIED OR ALLOWED BY THE ENGINEER PROPERTY LINE R.O.W. OR EASEMENT LIMIT WYE, 45° VARIES - 45° BEND MAX. AS REQUIRED 4" OR 6" INDIVIDUAL RESIDENTIAL BUILDING SEWER LATERAL (TYP.) 6" MIN. COMMERCIAL SEWER LATERAL (TYP.) NOTES: ·BUILDING SEWER LATERAL MATERIALS SHALL BE THE SAME AS THE MAIN SEWER LINE MATERIAL UNLESS OTHERWISE SPECIFIED. ·ALL GRAVITY SANITARY SEWER LINES SHALL BE AT A DEPTH OF 4' OR GREATER, IF LESS THAN 4', LINE SHALL BE INSULATED (SEE TRENCH DETAIL) ·CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FLOW Scale: NTS SEWER SERVICE DETAIL8 FINISHED GRADE, TYP. REMOVE SONOTUBE TO A MINIMUM DEPTH OF 6" BELOW PROPOSED FINISHED GRADE CONTRACTOR SHALL INSTALL GALVANIZED STEEL ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATIONS 4000 PSI REINFORCED CONC. BASE ELECTRICAL CONDUIT AND WIRING, SEE ELECTRICAL DRAWING SERIES SUBGRADE: COMPACTED TO 95% MODIFIED PROCTOR (COMPACT AND NOTIFY DIRECTOR'S REPRESENTATIVE IF UNSUITABLE SUBGRADE IS PRESENT) SE E E L E C T R I C A L D R A W I N G S E R I E S FO R C O N D U I T T R E N C H D E T A I L 5' - 0 " - 0 " 3" REVEAL, TYP. 2' - 0 " - 0 " R E V E A L , T Y P . 2'-0"-0" DIA. 1-INCH CHAMFER PARKING LOT CONDITION 1' - 3 " 3/4" DIA. x 10'-0" GROUND ROD #6 BARE COPPER GROUND WIRE 1/2" STEEL CONDUIT SLEEVE SEE ELECTRICAL DRAWING SERIES FOR ALL ELECTRICAL CONDUIT AND WIRING CONNECTIONS, TYP. (4) VERTICAL #4 REBARS - FULL DEPTH WITH #3 HORIZONTAL REBARS 12" O.C. (3" MIN. COVER, TIE ALL CONNECTIONS SECURELY) REINSTALL SALVAGED LIGHT FIXTURE, TYP. 2"X4" WOOD FRAME 18 " EX P O S E D EM B E D FA B R I C 1- F T . MI N . NOTES: 1.FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. 2.CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY SHALL BE OVERLAPPED TO THE NEXT STAKE. 3.STAKE MATERIALS SHALL BE STANDARD 2" X 4" WOOD OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FEET. 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 5.FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACK-FILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6.A 2"X4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. 18 " EM B E D D E D FASTEN FILTER FABRIC SECURELY TO WOOD FRAME, TYP. SITE DETAILS L-6.2 DBH JTM DBH 07/15/2026 NTS Planning Board #XXXXXXX Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Saratoga Center for the Family 359 Ballston Avenue Saratoga Springs, NY 12866 Saratoga Center for the Family 359 Ballston 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 2026003 Scale: NTS LIGHT POLE FOUNDATION1 Scale: NTS INLET PROTECTION- GRASS AREA2