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HomeMy WebLinkAbout20260141 67 West Ave The Igloo Site Plan PlansCOVER S-1 SURVEY- [ THOMPSON FLEMING LAND SURVEYORS ] L-1.0 SITE PREPARATION & DEMOLITION PLAN L-2.0 LAYOUT & MATERIALS PLAN L-3.0 GRADING & DRAINAGE PLAN L-4.0 LIGHTING & LANDSCAPING PLAN L-5.1 SITE DETAILS L-5.2 SITE DETAILS The Igloo 67 West Ave, Saratoga Springs, NY SHEET INDEX: 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. PROJECT LOCATION MAP SCALE: N.T.S. PROJECT VICINITY MAP SCALE: N.T.S. SITE / CIVIL:APPLICANT: F4 LLC 21 Curt Blvd Saratoga Springs, NY 12866 PROJECT SITE September 9, 2025 Planning Board #XXXXXXXX SITE STATISTICS:INTRADA AFFORDABLE APARTMENTS PROJECT SITE POST OFFICE WASHINGTON ST WE S T A V E WOLBERG LIGHTING DESIGN & ELECTRICAL SUPPLY DUNKIN DONUTS SHIRLEY'S DINER JONES STEVES GRASSI LLP ANYTIME FITNESS WASHINGTON ST WE S T A V E DIVISION ST OU T L O O K A V E CE N T R A L A V E NE W T O N A V E STATION LANE TAX PARCEL #165.-2-85 PARCEL SIZE:± 53,976 S.F. / 1.24 AC ZONING DISTRICT:NC NEIGHBORHOOD CENTER DISTRICT (T-5) USE:MIXED-USE REQUIRED EXISTING PROPOSED SETBACKS MIN BUILD-OUT % ABUTTING ANY PUBLIC RIGHT-OF-WAY:70%0%0% MIN SETBACK FROM A LOT LINE ABUTTING ANY PUBLIC RIGHT-OF-WAY:0'-12' BUILD TO ZONE 14.1'NA REAR:0' INTERIOR SIDE:0' PARKING COUNTS 15 SPACES NA 23 SPACES RETAIL (± 1530 S.F.)1:500 SF GFA, 3 SPACES / MARIJUANA DISPENSARY(± 1925 S.F.)1:300 SF GFA, 6 SPACES / VEHICLE SALES (± 2775 S.F.)1:500 SF GFA, 6 SPACES / SCALE: N.T.S. SPECIAL USE PERMIT NOTICE OF DECISION West Avenue We s t A v e n u e EXISTING BUILDING TO REMAIN PR O P E R T Y L I N E 1 L-5.12 L-5.1 4 L-5.1 3 L-5.1 2 L-5.2 EXISTING TREELINE TO REMAIN CONCRETE PAD AND LOADING DOCK TO REMAIN EXISTING ASPHALT TO REMAIN REMOVE EXISTING CONCRETE APRON REMOVE EXISTING ASPHALT REMOVE EXISTING CONCRETE APRON AND SIDEWALK SAWCUT CONCRETE SIDEWALK SAWCUT CONCRETE SIDEWALK EXISTING ASPHALT TO REMAIN SAWCUT CONCRETE SIDEWALK STABILIZED CONSTRUCTION ENTRANCECONCRETE WASHOUT REMOVE OVERHEAD ELECTRIC REMOVE CURB REMOVE CURB REMOVE EXISTING CONCRETE SIDEWALK TEMPORARY STOCKPILE SILTFENCE TREE PROTECTION REMOVE UTILITY POLE REMOVE EXISTING ASPHALT REMOVE EXISTING CURB CONCRETE PAD TO REMAIN CONCRETE PAD TO REMAIN REMOVE EXISTING SIGN Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. F4 LLC 21 Curt Blvd, Saratoga Springs, NY 12866 The Igloo 67 West 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: © the LA Group 2017 2025030 10 5 10 15 20200 Scale: 1" = 20' SITE PREPARATION& DEMOLITIONPLAN L-1.0 MCB JTM MCB 09/09/2025 1"=20' LEGEND REMOVE CONCRETE PAVING 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 ASPHALT PAVING EXISTING VEGETATION EXISTING ASPHALT PAVING REMOVE ITEM SILT FENCE We s t A v e n u e 1 2 3 4 5 9 19 20 21 18 22 23 6 7 8 10 11 12 13 14 16 17 15 EXISTING BUILDING EXISTING ASPHALT PAVING EXISTING CONCRETE PAD AND LOADING DOCK 'NO PARKING' SIGNAGE ACCESSIBLE PARKING SIGNAGE CONCRETE PAVEMENT, TYP. EXISTING TREE, TYP. PR O P E R T Y L I N E PARKING STRIPING, TYP. CONCRETE APRON 9. 0 ' , T Y P . 18.0', TYP. 9.0'8.0' R2. 0 0 ' 3. 8 6 ' 72 . 0 ' 54 . 0 ' 24.0' R 5 . 0 0 ' EXISTING TREELINE R5.0 0 ' ASPHALT PAVEMENT 53.75' 28.50' 20 . 2 5 ' 22 . 0 9 ' 10 . 0 ' 5.0' R5 . 0 0 ' 10.14' FLUSH CURB, TYP. CONCRETE CURB, TYP. EXPANSION JOINT, TYP. 14.10' 24 . 0 ' R5. 0 0 ' R 5 . 0 0 ' TRANSITION CURB CONTROL JOINT, TYP. 1 L-5.2 1 L-5.2 10 L-5.1 6 L-5.1 5 L-5.1 9 L-5.1 8 L-5.1 5 L-5.1 11 L-5.1 PROPOSED EDGE OF PAVEMENT CONCRETE CURB, TYP.8 L-5.1 PROPOSED SIGN BIKE RACK7 L-5.2 7.50'5. 0 0 ' Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. F4 LLC 21 Curt Blvd, Saratoga Springs, NY 12866 The Igloo 67 West 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: © the LA Group 2017 2025030 10 5 10 15 20200 Scale: 1" = 20' LAYOUT PLAN L-2.0 MCB JTM MCB 09/09/2025 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 ASPHALT PAVING PROPERTY LINE CONSTRUCTION LIMIT LINE CONCRETE PAVING SIGNAGE EXPANSION JOINT CONTROL JOINT We s t A v e n u e FFE: 332.50 FC 331.20 FC 331.30 TC: 332.01 BC: 331.51 TC: 331.93 BC: 331.43 331.98 331.30 332.50 332.50 330.48 331.40 332.10 331.06 331.40 331.05 331.56 331.65 33 0 331.78 331.88 331.40 331.68 331.15 331.60 331.15 331.50 331.15 331.05 TC: 331.46 BC: 331.00 331.12 331.22 332.25EXISTING BUILDING PR O P E R T Y L I N E MATCH EXISTING GRADE MATCH EXISTING GRADE Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. F4 LLC 21 Curt Blvd, Saratoga Springs, NY 12866 The Igloo 67 West 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: © the LA Group 2017 2025030 10 5 10 15 20200 Scale: 1" = 20' GRADING PLAN L-3.0 MCB JTM MCB 09/09/2025 1"=20'LEGEND PROPERTY LINE MAJOR CONTOUR850 EXISTING MAJOR CONTOUR850 1.EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 05/13/2025 PERFORMED BY THOMPSON FLEMING LAND SURVEYORS. 2.ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3.CONTRACTOR SHALL VERIFY ALL GRADE TIE IN POINTS BEFORE CONSTRUCTION BEGINS. ANY ADJUSTMENTS TO THE GRADE SHALL HAPPEN BEFORE CONSTRUCTION STARTS WITH THE SITE ENGINEER. 4.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. 5.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. 6.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. 7.SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. 8.ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE. 9.WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 10.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. 11.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. 12.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. 13.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. 14.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 15.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. 16.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. 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.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 19.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. 20.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. 21.IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. 22.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: We s t A v e n u e EXISTING BUILDING PR O P E R T Y L I N E LAWN SEED, TYP. EXISTING TREE TO REMAIN, TYP. EXISTING TREELINE 2 IG 1 AG 1 PO 1 PO 2 GT LIGHT POLE, TYP 5 5.2 1 AR 3 PV 3 PA 3 PV EXISTING TREE TO REMAIN, TYP. 1 PA 1 PA 1 PA 1 PA 2 IG 2 IG 2 IG 1 AG LAWN SEED, TYP. 1 PO 1 PA Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. F4 LLC 21 Curt Blvd, Saratoga Springs, NY 12866 The Igloo 67 West 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: © the LA Group 2017 2025030 10 5 10 15 20200 Scale: 1" = 20' LIGHTING AND LANDSCAPING PLAN L-4.0 MCB JTM MCB 09/09/2025 1"=20' LEGEND PROPERTY LINE EXISTING TREE TO REMAIN LAWN SEED 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: EXISTING TREELINE TO REMAIN PROPOSED TREE PROPOSED SHRUBS PROPOSED LIGHT POLE 0.5 1.0 1.5 PLANT LIST SYM.QTY.BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES GT 2 Gleditsia triacanthos Honey Locust 3"-3 1/2"cal.B&B AR 1 Acer rubrum Red Maple 1-1/2"-2" cal.B&B SHRUBS AG 2 Abelia grandifolia Glossy Abelia 18"-24" ht.B&B, 5' O.C. IG 8 Ilex gabra Inkberry Holly 18"-24" ht.B&B PO 3 Physocarpus opulifolius 'Diabolo'Common Ninebark 18"-24" ht.B&B PERENNIALS / GRASSES PA 8 Pennisetum alopecuroides Fountain Grass #3 cont.2' O.C. PV 6 Panicum virgatum Switchgrass As shown 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 . 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" 16 " 6" FLUSH CURB IN PAVING 1/ 2 " 6" 6" 6"6"6" PROVIDE CLEAN SQUARE CORNER WHERE BITUMINOUS WALK ABUTS CURB FINISH GRADE; BITUMINOUS OR LAWN, SEE PLANS 1/2" RADIUS FINISH GRADE 4,000 PSI CAST-IN-PLACE CONCRETE CURB COMPACTED GRAVEL BASE NYSDOT SECT. 304, TYPE 2 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 DRIVEWAY 1-1/2"2-1/2"10" PAVEMENT TYPE TOP COURSE BINDER COURSE GRAVEL COURSE STREET 1-1/2"3"14" GEOTEXTILE FABRIC, MIIRAFI 500X * PAVEMENT DEPTHS BASED ON GEOTECHNICAL RECOMMENDATIONS 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' EXPANSION JOINT SCORE JOINT EXPANSION JOINTS TO OCCUR 20' O.C. MAX & AT ALL CURBS, WALLS, & WHERE SHOWN ON PLANS OR OTHER DETAILS TOOLED JOINT 5' O.C. OR AS SHOWN ON PLANS & OTHER DETAILS OR TO MATCH EXIST. SCORE JOINTS. TOOLING SHALL ALSO OCCUR AROUND ENTIRE PERIMETER OF CONC. PAVEMENT. 1/2" JOINT 2"2"1" M I N . 1/2" JOINT 2"2" TOOLED JOINT WITH 1/4" RADIUS EDGE BOND BREAKER BACKER ROD PREMOULDED JOINT FILLER 2 1 MAX. NOTES: 1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK. 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. 3.EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. 4.A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE. 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. 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 1/ 4 " R E V E A L 6" ELEVATION VARIES, SEE PLANS 3'-0" MIN. TYP. AND AS NOTED CURB RAMP CONDITION: 1:12 MAX. TYP. TIGHT SEAM JOINT GRANITE CURB CONCRETE BACKING (BEYOND), SEE GRANITE CURB DETAIL CONCRETE BEDDING, SEE GRANITE CURB DETAIL CONCRETE BACKING (BEYOND), SEE GRANITE CURB DETAIL CONCRETE BEDDING, SEE GRANITE CURB DETAIL Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. F4 LLC 21 Curt Blvd, Saratoga Springs, NY 12866 The Igloo 67 West 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: © the LA Group 2017 2025030 SITE DETAILS L-5.1 MCB JTM MCB 09/09/2025 NTS Scale: NTS STABILIZED CONSTRUCTION ENTRANCE1 Scale: NTS 6" CONCRETE CURB8 Scale: NTS FLUSH CONCRETE CURB9 Scale: NTS CONCRETE PAVEMENT10 Scale: NTS ASPHALT PAVEMENT6 SCALE: NTS PAVEMENT KEY7 Scale: NTS PAVEMENT JOINTS5 Scale: NTS CONCRETE WASHOUT2 Scale: NTS SILT FENCE3 Scale: NTS TEMPORARY STOCKPILE4 Scale: NTS CONCRETE TRANSITION CURB11 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: 1.OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. 2.INSTALL 2' FROM EDGE OF PAVEMENT. COMPACTED SUBGRADE 80 " 6" 3' - 0 " M.U.T.C.D. NO. APPROX. SIZE OF SIGN LETTER SIZE TYPE TEXT 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 +/ - 3 4 " +/- 19-3/8" 4' 10 " 6"6"6"6" POWDER COATED BLACK STEEL BIKE RACK, MODEL 4180-IG-P BY BELSON OUTDOORS OR APPROVED EQUAL EXPANSION JOINT CONCRETE WALK 3 8" ANCHOR ROD CONCRETE FOOTING COMPACTED SUBGRADE NOTES: 1.VERIFY DIMENSIONS OF BICYCLE RACK & STAKE LOCATION PRIOR TO START OF FOOTING CONSTRUCTION & INSTALLATION 2.INSTALL EMBEDDED ANCHORING PER MANUFACTURERS SPECIFICATIONS Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. F4 LLC 21 Curt Blvd, Saratoga Springs, NY 12866 The Igloo 67 West 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: © the LA Group 2017 2025030 SITE DETAILS L-5.2 MCB JTM MCB 09/09/2025 NTS Scale: NTS SIGNAGE DETAIL1 Scale: NTS TREE PROTECTION2 Scale: NTS TREE PLANTING3 Scale: NTS SHRUB PLANTING4 Scale: NTS LIGHT POLE BASE DETAIL5 Scale: NTS LIGHTING FIXTURE6 9" BOLT CIRCLE REQUIRED, SET TO MANUFACTURER'S TEMPLATE. 1" CHAMFER Scale: NTS BIKE RACK7