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HomeMy WebLinkAbout20221027 Skidmore Construction Wellness Center Revised Plans 2023 01 27HEALTH, WELLNESS, FITNESS & TENNIS FACILITY AT SKIDMORE COLLEGESITE PLAN APPLICATION 815 NORTH BROADWAY, SARATOGA SPRINGS, NY 12866ApprovalApproved under authority of a resolution adoptedby the Planning Board of the City of Saratoga Springs. ChairpersonDate Signed:VEHICLE REQUIREMENT / ZONING # REQUIREDPROPOSEDCAR 10 SPACES / CLASSROOM 0 SPACES (NO CLASSROOMS)ABSORBING 27 4 SPACES / OFFICE 12 SPACES (3 OFFICE SUITES) CAR SPACES FROM DAYCARE(NO NEW SPACES CREATED) BICYCLE 1 / CLASSROOM 0 SPACES20 BIKE SPACES (NO CLASSROOMS) SITE STATISTICS:COVERS-1SURVEYL-100SITE PREPARATION, EROSION & SEDIMENT CONTROL PLANL-200SITE LAYOUT AND MATERIALS PLANL-300SITE GRADING PLANL-301 SITE DRAINAGE PLANL-400SITE WATER AND SANITARY PLANL-500SITE LANDSCAPE PLANL-700SITE DETAILSL-701SITE DETAILSL-702 SITE DETAILSL-703SITE DETAILSL-704SITE DETAILSL-705SITE DETAILSA-300OVERALL ELEVATIONSZE-001ELECTRICAL SITE LIGHTING PLANZE-002ELECTRICAL SITE POWER PLANZE-003 ELECTRICAL SITE LIGHTING PHOTOMETRIC PLANZE-004 MUSCO SITE LIGHTING PHOTOMETRICS PLANPROPOSED USE: EDUCATION FITNESS AND TENNIS FACILITYPARCEL SIZE:± 315 ACRESTAX PARCEL ID: 152.-1-3ZONING: INST-ED, INSTITUTIONAL, EDUCATIONALPARKING DEMAND:(OVERALL CAMPUS)Skidmore College815 N BroadwaySaratoga Springs, NY 12866SURVEYOR:PROJECT LOCATION MAPPROJECT VICINITY MAPSCALE: N.T.S.SCALE: N.T.S.Thompson-Fleming Land Surveyors P.C.12 Lake Ave #1Saratoga Springs, NY 12866CITY OF SARATOGA SPRINGS STANDARD NOTES:SHEET INDEX:40 Long AlleySaratoga SpringsNew York 12866P 518/587-8100F 518/587-0180www.thelagroup.comPREPARED BY:APPLICANT:ZONING - INST-ED REQUIREMENTS REQUIRED PROVIDEDMIN. LOT SIZE (SF): 12,500 SF± 315 ACRESMIN. AVERAGE WIDTH (FT): 100 FT N/AMIN. YARD SETBACK (FT):FRONT: 30 FTREAR: 30 FTEACH SIDE: 12 FT 21 FTTOTAL SIDE: 30 FTPRINCIPAL BUILDING:MAX HEIGHT (FT): 50 FT< 50 FTMIN. % TO REMAIN PERMEABLE: 30%52%SKIDMORE COLLEGECAMPUS BOUNDARYCAMPUS BOUNDARYCOLLEGECAMPUSPROJECTSITEPROJECTSITE250 West Pratt Street Suite 2100P: 410.234.1155F: 410.234.1160Baltimore, MD 21201P 518/580-5000November 4, 2022Revised: January 24, 20231.ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES ANDREGULATIONS.2.THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICALDATUM, 1929.3.APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FORREVIEW AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARDCHAIR SIGNATURE ON FINAL PLAN.4.THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANYCONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THEDESIGN PROFESSIONAL ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OFTHE APPLICANT/DEVELOPER.5.ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITYENGINEER PRIOR TO CONSTRUCTION.6.THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OFANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES.7.THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FORANY WORK IN 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 FLOWINGOF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROLMEASURES ALSO APPLY.10.ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BYTHE CONTRACTOR PRIOR TO SUBMISSION OF THE AS-BUILT DRAWINGS.11.NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCEWITH 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.NORTH SIDEFIELDCLEMENT AVENUENORTH BROADWAY CLINTON STREETPlanning Board #20221027NOTICE OF DECISION: WILLIAMSON SPORTS CENTER DANCE CENTER COLLEGE HOUSE SAWCUT CONCRETE WASHOUT SAWCUT REMOVE WOOD RETAINING WALL REMOVE ASPHALT WALK AND STEPS, TYP. REMOVE TENNIS COURTS, EQUIPMENT AND FENCE TREE PROTECTION FENCE, TYP. REMOVE GRAVEL PATH SILT FENCE, TYP. CLEAR AND GRUB VEGETATION TREE PROTECTION FENCE, TYP. REMOVE TREES, TYP. EXISTING PARKING LOT TO REMAIN REMOVE STORM LINE REMOVE SANITARY LINE REMOVE STORM MANHOLE SILT FENCE, TYP. TREE PROTECTION FENCE, TYP. REMOVE CATCH BASIN TEMPORARY STOCKPILE, TYP. PROTECT AND MAINTAIN EXISTING DETENTION BASIN POND 4 L-700 4 L-700 PROTECT AND MAINTAIN EXISTING PARKING LOT TO REMAIN 2 L-700 3 L-700 4 L-700 2 L-700 STRIP AND REUSE TOPSOIL, TYP. STRIP AND REUSE TOPSOIL, TYP. LIMIT OF CLEARING REMOVE CONCRETE RETAINING WALL PLANTER REMOVE STORM LINE REMOVE CATCH BASIN REMOVE HYDRANT 8 L-700 STABILIZED CONSTRUCTION ENTRANCE1 L-700 CAP AND ABANDON PORTION OF UNDERGROUND ELECTRIC REMOVE SANITARY MANHOLESAWCUTSAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT, TYP. PROTECT AND MAINTAIN EXISTING GENERATOR AND BUILDING PROPERTY LINEPERIM E T E R R O A D STATE STREETREMOVE AND RELOCATE EXISTING BIKE RACK REMOVE RIPRAP TEMPORARY INLET PROTECTION5 L-700 CAP AND ABANDON PORTION OF UNDERGROUND ELECTRIC UNDER PERIMETER ROAD TREE PROTECTION FENCE, TYP.4 L-700 REMOVE STORM LINE REMOVE STORM LINE REMOVAL OF GREENBERG CHILD CARE CENTER TO BE PART OF A SEPARATE CONTRACT REMOVE CATCH BASIN, CAP AND ABANDON STORMLINE REMOVE CATCH BASIN INLET PROTECTION, TYP. 6 L-700 REMOVE PAVEMENT, TYP. REMOVE STORM PIPE REMOVE CONCRETE WALK AND CURB REMOVE PORTION OF GUARDRAIL LIGHT POLE TO BE RELOCATED, SEE ELECTRICAL PLANS BLACK OUT PAVEMENT MARKING REMOVE TENNIS COURTS, EQUIPMENT, AND FENCE EX. NWM 18" DBH (TO BE REMOVED) EX. NWM 19" DBH (TO BE REMOVED) EX. HL 19" DBH (TO BE REMOVED) EX. EB 19" DBH (TO BE REMOVED) EXISTING SHRUBS TO BE REMOVED EX. RM 4" DBH EX. RM 4" DBH EX. RM 4" DBH EX. RM 5" DBH EX. RM 3" DBH (TO BE REMOVED) INLET PROTECTION, TYP. 6 L-700 EX. NWM 14" DBH (TO BE REMOVED) EX. RM 3" DBH (TO BE REMOVED) EX. NWM 14" DBH (TO BE REMOVED) EX. RP 12" DBH (TO BE REMOVED) EX. BP 13" DBH EX. BP 12" DBH EX. WC ROW 6"-12" DBH (TO BE REMOVED) EX. NWM 14" DBH (TO BE REMOVED) EX. NWM 19" DBH (TO BE REMOVED) EX. CA 6" DBH (TO BE REMOVED) EX. NWM 15" DBH (TO BE REMOVED) EX. WP 23" DBH (TO BE REMOVED) EX. WP 17" DBH (TO BE REMOVED) EX. WP 29" DBH (TO BE REMOVED) EX. WP 23" DBH (TO BE REMOVED) EX. WP 26" DBH (TO BE REMOVED) EX. WP 23" DBH (TO BE REMOVED) EX. WP 23" DBH (TO BE REMOVED) EX. WP 23" DBH (TO BE REMOVED) EX. RP 20" DBH (TO BE REMOVED) EX. RP 12" DBH (TO BE REMOVED) REMOVE CATCH BASIN EX. NWS 8" DBH (TO BE REMOVED) EX. NWS 12" DBH (TO BE REMOVED) EX. RP 8" DBH (TO BE REMOVED) EX. NWS 6" DBH (TO BE REMOVED) EX. NWS 12" DBH (TO BE REMOVED) EX. NWS 12" DBH (TO BE REMOVED) EX. NWS 15" DBH (TO BE REMOVED) EX. NWS 15" DBH (TO BE REMOVED) EX. CA 14" DBH (TO BE REMOVED) EX. NWS 9" DBH (TO BE REMOVED) EX. NWS 9" DBH (TO BE REMOVED) EX. NWS 9" DBH (TO BE REMOVED) EX. NWS 9" DBH (TO BE REMOVED) EX. WO; 24" DBH (TO BE REMOVED) EX. CA 6" DBH (TO BE REMOVED) EX. WO 28" DBH (TO BE REMOVED) EX. SH 14" DBH (TO BE REMOVED) EX. WO 16" DBH (TO BE REMOVED) EX. RM 42" DBH EX. WO 29" DBH (TO BE REMOVED) EX. WO 22" DBH (TO BE REMOVED) EX. WO 46" DBH (TO BE REMOVED) EX. WO 12" DBH (TO BE REMOVED) EX. WO 22" DBH (TO BE REMOVED) EX. WO 14" DBH (TO BE REMOVED) EX. CW 28" DBH CLEAR AND GRUB VEGETATION EX. WC ROW 6"-12" DBH (TO BE REMOVED) EX. WO 17" DBH (TO BE REMOVED) EX. WO 17" DBH (TO BE REMOVED) REMOVE EXISTING WATER SERVICE EX. WO 24" DBH (TO BE REMOVED) EX. NWS 18" DBH EX. NWS 23" DBH EX. NWS 23" DBH BLACK OUT PARKING STRIPING, TYP. EXISTING WOODS TO REMAIN HAVE SIMILAR TREE DENSITY AS THE AREA TO BE CLEARED EX. LIGHT FIXTURE TO REMAIN 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 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.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. 6.LIGHT POSTS AND UNDERGROUND ELECTRIC COMPONENTS TO BE REMOVED OR RELOCATED; REFER TO ELECTRICAL DRAWINGS FOR SCOPE OF WORK. SITE PREPARATION NOTES: REMOVALS NOTES: 1.THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENT FOR PERMIT COVERAGE UNDER THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM 'SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY GP-0-15-002'. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) DEVELOPED FOR THIS PROJECT IS IN ACCORDANCE WITH THE REQUIREMENTS FOR COVERAGE UNDER THE GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY. 2.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP), AND GENERAL CONSTRUCTION SEQUENCING PLAN. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL REVIEW THE PROJECT SWPPP FOR SPECIFIC REQUIREMENTS REGARDING EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT. A COPY OF THE SWPPP MUST BE MAINTAINED ON THE PROJECT SITE IN AN ACCESSIBLE LOCATION AT ALL TIMES DURING CONSTRUCTION. 3.PRIOR TO ANY SITEWORK, ALL CONTRACTORS AND SUBCONTRACTORS RESPONSIBLE FOR CONSTRUCTION, REPAIR AND MAINTENANCE OF ANY EROSION AND SEDIMENT CONTROL OR STORMWATER DEVICES MUST SIGN/CERTIFY THE SWPPP AND IDENTIFY A 'TRAINED CONTRACTOR'. 4.ANY DEVIATIONS FROM OR CONSTRUCTION CONFLICTS WITH THE PROJECT SWPPP SHALL BE IMMEDIATELY REPORTED TO THE OWNER'S REPRESENTATIVE. IF THE CONTRACTOR PROPOSES A REVISED STAGING, SEQUENCING AND/OR MOBILIZATION PLAN, A MODIFIED PLAN MUST BE SUBMITTED TO THE QUALIFIED INSPECTOR FOR APPROVAL. 5.ANY CHANGES TO THE SWPPP PROPOSED BY THE CONTRACTOR MUST BE APPROVED BY THE QUALIFIED INSPECTOR AND INCORPORATED INTO THE SWPPP PRIOR TO IMPLIMENTATION. 6.THE CONTRACTOR SHALL NOT DISTURB MORE THAN 5 ACRES AT ANY ONE TIME WITHOUT PRIOR WRITTEN AUTHORIZATION FROM NYSDEC OR THE LOCAL MS-4. 7.SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH 'THE NYSDEC STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL', MOST RECENT VERSION, AND THE CITY OF SARATOGA SPRINGS REQUIREMENTS. 8.PRIOR TO ANY SITEWORK, STONE CONSTRUCTION ENTRANCES MUST BE INSTALLED IN ACCORANCE WITH THE SWPPP. PAVED AREAS WITHIN AND OUTSIDE THE LIMIT OF WORK SHALL BE KEPT CLEAN AT ALL TIMES AND AT THE END OF EACH WORK DAY. 9.EROSION CONTROL DEVICES SHALL BE REGULARLY INSPECTED AND MAINTAINED TO ENSURE SATISFACTORY PERFORMANCE AND COMPLIANCE WITH THE SWPPP. 10.THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES. 11.THE CONTRACTOR SHALL INITIATE TEMPORARY AND PERMANENT STABILIZATION MEASURES AS SOON AS PRACTICABLE IN ACCORDANCE WITH THE SWPPP. 12.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK THE SWPPP FOR WEEKLY INSPECTION REPORTS, AND IMMEDIATELY MAKE CORRECTIONS NOTED. 13.APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED IN PLACE UNTIL CONSTRUCTION IS COMPLETED AND/OR THE AREA IS STABILIZED AND APPROVED BY THE QUALIFIED INSPECTOR. 14.REFER TO THE PROJECT STORMWATER POLLUTION PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS AND INFORMATION. EROSION & SEDIMENT CONTROL NOTES: LEGEND PROPERTY LINE SILT FENCE REMOVE TENNIS COURT REMOVE VEGETATION REMOVE STONE DUST / GRAVEL REMOVE PAVEMENT EXISTING CONTOUR 10 20 30 40400 Scale: 1" = 40' Planning Board #20221027 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: Checked by:Project No.: Drawing Title: © 2019 The Cannon Corporation.© 2019 The Cannon CorporationAll rights reserved. No part of this document maybe reproduced or utilized in any form, without priorwritten authorization by The Cannon Corporation.Rev.Description Date 2016098 CONSIGLI CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 www.consigli.com THE LA GROUP 40 Long Alley Saratoga Springs, NY 12866 www.thelagroup.com NEW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY SKIDMORE COLLEGE www.cannondesign.com 50 Fountain Plaza Suite 200 P: 716.773.6800 F: 716.773.5909 Buffalo, NY 14202 SITE PLAN APPLICATION 4 NOV 2022 L-100 SITE PREPARATION, EROSION AND SEDIMENT CONTROL PLAN DTM REMOVE ITEM REMOVAL OF GREENBURG CHILD CARE EXISTING TREE KEYS EXISTING TREES TO BE REMOVED General Site Area Trees (ALL DBH)GSA Tree Clearing Area Trees > 12 DBH TCA AE - American Elm (Ulmus americana)9 BL - Black Locust (Robinia pseudoacacia)5 BP - Bradford Pear (Prunus calleryana)1 CW - Cottonwood (Populus deltoides)1 CA - Crabapple (Malus sylvestris)3 EB - European Beech (Fagus sylvatica)1 HL - Honey Locust (Gleditsia triacanthos)1 HH - Hop Hornbeam (Ostrya virginiana)2 NWM - Norway Maple (Acer platanoides)7 10 NWS - Norway Spruce (Picea abies)15 QA - Quaking Aspen (Populus tremuloides)3 RM - Red Maple (Acer rubrum)2 3 RP - Red Pine (Pinus resinosa)5 SH - Shagbark Hickory (Carya ovata)1 SM - Sugar Maple (Acer saccharum)9 WC - White Cedar (Thuja occidentalis)6 WM - White Mulberry (Morus alba)1 WO - White Oak (Quercus alba)12 56 WP - White Pine (Pinus strobus)8 13 Total General Area Tree Species (All DBH)62 Total Clearing Area Tree Species > 12 DBH 112 Total GSA (All DBH) and TCA Trees (> 12 DBH)174 EXISTING TREES TO BE RETAINED General Site Area Trees (ALL DBH)GSA BP - Bradford Pear (Prunus calleryana)2 CW - Cottonwood (Populus deltoides)1 RM - Red Maple (Acer rubrum)5 Total GSA Tree Species to be Retained 8 RESPONSE TO COMMENTS 24 JAN 2023 STATE STREET12' SIDE SETBACK 30' FRONT SETBACK12' S I D E S E T B A C K PERIM E T E R R O A D WILLIAMSON SPORTS CENTER DANCE CENTER PROPERTY LINE PROPERTY LINECOLLEGE HOUSE EDGE OF CLEARING EXISTING GRAVEL PATH TO REMAIN EXISTING ASPHALT WALKWAY TO REMAIN R5'MEET EXISTING ASPHALT SMOOTH AND FLUSH TENNIS COURT LAYOUT HEATED CONCRETE; SEE MEP PLANS PROPOSED HEALTH, WELLNESS, FITNESS & TENNIS CENTER MEET EXISTING DRIVE SMOOTH AND FLUSH CROSSWALK R8'R15' R20' 2 L-701 MATCH EXISTING STAMPED ASPHALT PAVEMENT, TYP. 11A L-700 ASPHALT PAVEMENT, TYP. 11B L-700 ASPHALT PAVEMENT, TYP. 11B L-700 6 L-701 10' HT. TENNIS FENCE WITH WIND SCREEN, TYP. 10 L-701 DRIP STRIP MATCH EXISTING STAMPED ASPHALT PAVEMENT, TYP. 11A L-700 ASPHALT PAVEMENT, TYP.11A L-700 20.00'246.00' FENCE-TO-FENCE227 . 0 0 ' R25' RELOCATED BIKE RACK R28' R30' R30' GRAVEL PATH 3 L-703 BENCHES4 L-702 TENNIS COURT ASPHALT 9 L-701 1 L-701 ASPHALT PAVEMENT, TYP.11A L-700 CONCRETE PAVEMENT 12 L-700 2' DRIP STRIP 3 L-703 5.00'PAVE TO BUILDING TRANSFORMER; SEE ELECTRICAL PLANS 5.00'5.00'5.00' SCOREBOARDS; SEE ELECTRICAL PLANS 10' HT TENNIS FENCE AND GATE WITH WIND SCREEN 10 L-701 PROPOSED TENNIS COURT LIGHTS, TYP. SEE ELECTRICAL PLANS EXISTING LIGHT DUMPSTER CONCRETE PAD 12 L-700 R25' 15.00'26.00' 5.00' 8.0 0 ' HEATED CONCRETE; SEE MEP PLANS FOR DETAILS AND SPECS EXISTING ELECTRICAL MANHOLE 8.14'8.00'PROTECT EXISTING EQUIPMENT R10'R5' R10' R8'PORTION OF WOODEN GUARD RAIL TO REMAIN 15. 0 0 '30.00'9.00', TYP.18.00', TYP.5.00'24.00' R20' R8' R5' 2 0 . 0 0 '15.00'18.50'STAIRS AND OVERHANG WALKWAY; SEE ARCHITECTURAL PLANS 19.25'5.00'5.00'15. 0 0 '6.00'R45' MEET EXISTING STONE DUST WALK SMOOTH AND FLUSH 33.75' 23.00' 15.00'20.00'88.66'R10'150.33'ASPHALT PAVEMENT, TYP. 11B L-700 BIKE RACK 5 L-702 RAISED BLEACHER UNIT WITH RAMP, TYP 11 L-701 "DO NOT ENTER" SIGN 6 L-702 "ONE-WAY" SIGN 6 L-702 BOLLARD (3), TYP.4 L-701 RESERVED PARKING LAYOUT 8 L-702 "SERVICE VEHICLES ONLY" SIGN6 L-702 1 1 2 13 17 1827EXISTING PARKING TO REMAIN 12.00'17.12' 114°6.00 ' CONCRETE STAIRS 5 L-705 RETAINING WALL 6 L-705 3 L-705 4 L-705 R80' R100' DUMPSTER ENCLOSURE 7 L-705 R18' R8' HANDRAIL, SEE ARCHITECTURAL PLANS 8'X10' CONCRETE PAD FOR SHED; COORDINATE FINAL SIZE AND LOCATION WITH OWNER'S REP., TYP. 12 L-700 8'X10' CONCRETE PAD FOR SHED; COORDINATE FINAL SIZE AND LOCATION WITH OWNER'S REPRESENTATIVE, TYP. 12 L-700 BLEACHERS ON CONCRETE PAD 12 L-700 FUTURE GENERATOR LOCATION BY OTHERS PROPERTY LINE 1.ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A LICENSED 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.FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 5.ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 6.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. 7.ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ASPHALT PAVEMENT TENNIS ASPHALT PAVEMENT EXISTING TREELINE LIMIT OF CLEARING PROPERTY SETBACK EXISTING TREES Checked by:Project No.: Drawing Title: © 2019 The Cannon Corporation.© 2019 The Cannon CorporationAll rights reserved. No part of this document maybe reproduced or utilized in any form, without priorwritten authorization by The Cannon Corporation.Rev.Description Date 2016098 CONSIGLI CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 www.consigli.com THE LA GROUP 40 Long Alley Saratoga Springs, NY 12866 www.thelagroup.com NEW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY SKIDMORE COLLEGE www.cannondesign.com 50 Fountain Plaza Suite 200 P: 716.773.6800 F: 716.773.5909 Buffalo, NY 14202 SITE PLAN APPLICATION 4 NOV 2022 LAYOUT NOTES: LEGEND 10 20 30 40400 Scale: 1" = 40'L-200 SITE LAYOUT AND MATERIALS PLAN DTM STAMPED ASPHALT PAVEMENT GRAVEL EXISTING LIGHT POLE PROPOSED TENNIS COURT LIGHT POLE SEE SHEET ZE-004 PROPOSED POLE MOUNTED LIGHT SEE SHEET ZE-001 HEATED CONCRETE PAVEMENT Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: Planning Board #20221027 RESPONSE TO COMMENTS 24 JAN 2023 WILLIAMSON SPORTS CENTER DANCE CENTER COLLEGE HOUSE395395 390 390395400.62 400.92 TW:393.80 BW:389.30 TW:396.30 BW:391.75 TW:403.30 TW:391.80 BW:389.30 TW/BW:403.20 TW/BW:403.70 TW:403.30 BW:389.30 403.30 403.30 403.30 402.80 388.50 389.30403.20 403.30 403.30 400.62 400.92 400.62 400.92 402.00 402.12 402.12 402.30 402.00 388.80 386.70 389.10 389.10 389.26 389.05 389.18 389.08 389.29 389.29 389.20 389.55 388.85 387.95 388.80 388.75 388.80 389.3 389.30 388.8 388.80 388.50 387.98 388.26 405.20 TW/BW: 402.80 385390 386387388 388389 390 391 392 393396397398399394393392 393394400402386387388389390391392389395400FFE:403.3 BFE:389.3 390 395 395 390 400 404 388.80 403.30 389.30 388.80 402.00 402.30 399.55 399.55 399.55 403.30395400TS: 391.70 BS:389.40 400402401389TS: 394.10 BS:391.80 TS: 396.50 BS: 394.20 TS: 398.90 BS: 396.60 TS: 401.30 BS: 399.00 TS: 403.70 BS: 401.40 TW:392.40 TW:389.30 TW:397.70 BW:394.15 TW:399.60 BW:396.55 TW:401.50 BW:399.05 TW:402.90 BW:401.35 402.30 402.15 402.15 401.75 402403 388.60 403.30 403.02 403.05 402.20 403.15 PROPOSED FITNESS & TENNIS CENTER PROPERTY LINE PROPOSED CONTOUR425 1.EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 11/17/19 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 ONE-QUARTER INCH (1/4") PER FOOT. 5.MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. 6.SITE WALKS SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. 7.WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. ASPHALT JOINTS SHALL BE KEYED AS DETAILED. 8.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. 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 12" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, 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.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 VALVES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 16.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 17.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. EXISTING CONTOUR EXISTING SANITARY EXISTING WATER LINE EXISTING STORMWATER PROPOSED SANITARY PROPOSED STORMWATER EXISTING TREELINE PROPOSED TREELINE Checked by:Project No.: Drawing Title: © 2019 The Cannon Corporation.© 2019 The Cannon CorporationAll rights reserved. No part of this document maybe reproduced or utilized in any form, without priorwritten authorization by The Cannon Corporation.Rev.Description Date 2016098 CONSIGLI CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 www.consigli.com THE LA GROUP 40 Long Alley Saratoga Springs, NY 12866 www.thelagroup.com NEW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY SKIDMORE COLLEGE www.cannondesign.com 50 Fountain Plaza Suite 200 P: 716.773.6800 F: 716.773.5909 Buffalo, NY 14202 SITE PLAN APPLICATION 4 NOV 2022 RESPONSE TO COMMENTS 24 JAN 2023 GRADING NOTES: LEGEND 10 20 30 40400 Scale: 1" = 40'L-300 SITE GRADING PLAN DTMApproval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: Planning Board #20221027 WILLIAMSON SPORTS CENTER DANCE CENTER COLLEGE HOUSE395395 390 390395 385390 386387388 388389 390 391 392 393396397398399394393392 393394400402386387388389390391392389395400FFE:403.3 BFE:389.3 390 395 395 390 400 404 395400400402401389402403 PROPOSED FITNESS & TENNIS CENTER EXTENDED STORMWATER BASIN DI-1 (30"X30") RIM = 394.00 INV. IN(UD) = 389.67 INV. OUT = 389.47 62 LF OF 12" HDPE @ 0.7% FOREBAY TOP OF BASIN = 395.00 BOTTOM OF BASIN = 392.00 BIORETENTION BASIN (SMP-2) TOP OF BASIN = 387.00 BOTTOM OF BASIN = 386.00 CB-5 RIM = 386.50 INV. IN (UD) = 382.67 INV. IN(W) = 384.00 INV. IN (15" NW) = 381.75 INV. OUT = 381.60 145 LF OF 18" HDPE @ 0.5% ENLARGED DETENTION POND TOP OF POND = 391.0 BOTTOM OF POND = 386.0 57 LF OF 24" HDPE @ 0.88% OUTLET CONTROL STRUCTURE 'OCS-1' INV. OUT = 386.00 CB-6 RIM = 386.50 INV. IN (N) = 383.0 INV. IN(UD)=382.67 INV. OUT = 382.05 DMH-3 RIM = 385.5 INV. IN = 381.73 INV. OUT = 381.68 240 LF OF 30" HDPE @ 0.43% 68 LF OF 24" HDPE @ 0.5% 89 LF OF 15" HDPE @ 0.5% DMH-7 RIM = 402.0 INV. IN (W) = 396.09 INV. IN (N) = 396.31 INV. OUT = 395.99 CB-1 RIM = 387.95 INV. IN = 386.17 (UD) INV. IN = 382.32 INV. OUT = 382.22 CB-3 RIM = 387.95 INV. IN (UD)=386.17 INV. IN (W)=384.65 INV. IN (NW.)=383.32 INV. OUT (SE)=383.22 79 LF OF 24" HDPE @ 0.5% DMH-2 RIM = 390.5 INV. IN (SW) = 380.65 INV. OUT (NE) =381.39 INV. OUT (SE)= 380.60 CONTECH CS-5 HYDRODYNAMIC SEPARATOR RIM = 390.5 INV. IN (NW) = 380.55 INV. OUT (EXIST.)= ±380.55 DMH-1 RIM = 391.0 INV. IN (NW) = 380.88 INV. IN (SW) = 381.34 INV. OUT (SE) =380.62 BIORETENTION BASIN (SMP-1) TOP OF BASIN = 395.00 BOTTOM OF BASIN = 393.00 RIP RAP APRON 4" HDPE PIPE, CONNECT TO ROOF DRAINS 20 LF OF 18" HDPE @ 0.5% CB-2 RIM = 387.95 INV. IN (UD) = 386.17 (TYP. OF 2) INV. IN = 382.82 INV. OUT = 382.72 79 LF OF 24" HDPE @ 0.5% 80 LF OF 30" HDPE @ 0.5% 4" HDPE PIPE, CONNECT TO ROOF DRAIN, TYP. CB-4 RIM = 389.0 INV. IN (EXIST) = ±385.39 INV. IN = 386.0 INV. OUT = 385.29 STABILIZED OVERFLOW WEIR ELEV. = 394.0 YD-4 RIM = 401.5 INV. OUT = 398.5 YD-2 RIM = 401.00 INV. IN = 397.08 INV. OUT = 396.98 77 LF OF 12" HDPE @ 1.0% YD-3 RIM = 401.00 INV. IN = 397.95 INV. OUT = 397.85 67 LF OF 12" HDPE @ 1.0% 54 LF OF 8" HDPE @ 1.0% RIPRAP OUTLET APRON INV=389.04 BIORETENTION BASIN (SMP-3) TOP OF BASIN = 387.00 BOTTOM OF BASIN = 386.00 6" UNDERDRAIN INV. = 382.67 RIPRAP OUTLET APRON INV=385.50 8 L-703 5 L-704 2 L-704 5 L-704 1 L-703 2 L-703 9 L-704 4 L-704 6 L-704 FLARED END SECTION WITH RIPRAP OUTLET APRON INV. OUT = 380.22 10 LF OF 24" HDPE @ 0.5% 4" UNDERDRAIN INV. = 389.83 6" UNDERDRAIN INV. = 382.67 10 LF OF 24" HDPE @ 0.5%20 LF OF 30" HDPE @ 0.5% DMH-4 RIM = 386.2 INV. IN (NW) = 381.88 INV. IN (W) = 381.85 INV. IN(E)=382.95 INV. OUT = 381.83 4" HDPE, @0.5%, CONNECT TO FOOTING DRAIN, INV.=±383.05 90 LF OF 12" HDPE @ 1.0% INSTALL INLINE CHECK VALVE ON FOOTING DRAIN WYE IN ROOF DRAIN PIPE, TYP. 23 LF OF 12" HDPE @ 2.78% WYE IN ROOF DRAIN PIPE 4" UNDERDRAIN3 L-703 STAIRS WITH 7" RISERS AND 12" TREADS TRENCH DRAIN CB-8 RIM = 401.28 INV. IN (EXIST) = ±397.68 INV. IN (4") = 398.25 INV. IN (4") = 398.25 INV. OUT = 397.58 CB-7 RIM = 401.82 INV. IN = 396.68 INV. OUT = 396.58 49 LF OF 12" HDPE @ 1.0% 78 LF OF 12" HDPE @ 1.0% DMH-6 RIM = 402.0 INV. IN (N) = 395.21 INV. IN (W) = 386.20 INV. OUT = 386.10 YD-1 RIM = 391.0 INV. OUT = 387.0 DMH-5 RIM = 398.5 INV. IN = 384.50 INV. OUT = 384.40 201 LF OF 15" HDPE @ 0.8% 67 LF OF 15" HDPE @ 2.1%4" HDPE PIPE, CONNECT TO ROOF DRAIN, TYP. DI-2 (30"X30") RIM = 402.90 INV. IN = 400.00 INV. OUT = 399.90 65 LF OF 8" HDPE @ 1.0% 65 LF OF 12" HDPE SLIP LINE EXISTING PIPE CONNECT TO ROOF DRAIN WITH 6" HDPE PIPE CONNECT TO ROOF DRAIN WITH 4" HDPE PIPE 1 L-705 ROOF DRAIN CONNECTION ROOF DRAIN CONNECTION CONNECT TO EXISTING PIPE VIA COUPLING WYE IN ROOF DRAIN PIPE PROPERTY LINE PROPOSED CONTOUR425 1.EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 11/17/19 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 ONE-QUARTER INCH (1/4") PER FOOT. 5.MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. 6.SITE WALKS SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. 7.WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. ASPHALT JOINTS SHALL BE KEYED AS DETAILED. 8.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. 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 12" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, 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.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 VALVES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 16.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 17.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. EXISTING CONTOUR EXISTING SANITARY EXISTING WATER LINE EXISTING STORMWATER PROPOSED SANITARY PROPOSED STORMWATER EXISTING TREELINE PROPOSED TREELINE Checked by:Project No.: Drawing Title: © 2019 The Cannon Corporation.© 2019 The Cannon CorporationAll rights reserved. No part of this document maybe reproduced or utilized in any form, without priorwritten authorization by The Cannon Corporation.Rev.Description Date 2016098 CONSIGLI CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 www.consigli.com THE LA GROUP 40 Long Alley Saratoga Springs, NY 12866 www.thelagroup.com NEW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY SKIDMORE COLLEGE www.cannondesign.com 50 Fountain Plaza Suite 200 P: 716.773.6800 F: 716.773.5909 Buffalo, NY 14202 SITE PLAN APPLICATION 4 NOV 2022 RESPONSE TO COMMENTS 24 JAN 2023 GRADING NOTES: LEGEND 10 20 30 40400 Scale: 1" = 40'L-301 SITE DRAINAGE PLAN DTMApproval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: Planning Board #20221027 WILLIAMSON SPORTS CENTER DANCE CENTER COLLEGE HOUSE395395 390 390395 385390 386387388 388389 390 391 392 393396397398399394393392 393394400402386387388389390391392389395400FFE:403.3 BFE:389.3 390 395 395 390 400 404 395400400402401389402403 PROPOSED HEALTH, WELLNESS, FITNESS & TENNIS CENTER FIRE HYDRANT ASSEMBLY AND 6" GATE VALVE CONNECT TO EXISTING WATER SERVICE 6"X6" TEE WITH 6" GATE VALVE 45° BEND WITH THRUST BLOCK 6" PVC SDR-26 @2.0%6" PVC SDR -26 @2 .3% 6" PVC SDR-26 @0.9% SMH-1 RIM=386.20 INV. IN=380.70 INV. OUT=380.60 INSTALL 6" SDR-26 PVC AND CONNECT TO EXISTING 6" PIPE MODIFY MANHOLE TO ACCEPT NEW INLETS INV. IN(W)=378.66 INV. IN(N)=378.66 INV. OUT(EXIST)=378.61 SMH-2 RIM=389.24 INV. IN=381.74 INV. OUT=381.64 INV. (BLDG)=385.0 CLEANOUT FIRE HYDRANT ASSEMBLY 8 L-704 7 L-704 ADJUST VALVE COVER TO GRADE, TYP. 22.5° BEND WITH THRUST BLOCK REMOVE EXISTING INTERNAL STEPS AND INSTALL NEW STEPS TO AVOID CONFLICT WITH INVERTS ELECTRICAL LINE; SEE MEP PLANS CONNECT TO EXISTING ELECTRICAL; SEE MEP PLANS CONNECT TO EXISTING TELE/DATA INFRASTRUCTURE; SEE MEP PLANS NEW TELE/DATA LINE; SEE MEP PLANS CONNECT TO EXISTING TELE/DATA INFRASTRUCTURE; SEE MEP PLANS GEOTHERMAL LINE; SEE MEP PLANS CONNECT TO EXISTING GEOTHERMAL; SEE MEP PLANS 6"X6" TEE WITH (2) 6" GATE VALVES 6" D.I.P. WATER SERVICE CONNECT TO EXISTING BUILDING WATER SERVICE CONTRACTOR TO CONFIRM EXISTING DANCE CENTER WATER SERVICE SIZE AND PROVIDE TEE AND GATE VALVE 45° BEND WITH THRUST BLOCK 7 L-704 3 L-704 3 L-704 CONNECT TO EXISTING 2" COPPER WATER SERVICE VIA 2"X 3 4" REDUCER 3 4" TYPE K COPPER WATER SERVICE HOSE BIB ON 4"X4" PRESSURE TREATED WOOD POST HOSE BIB ON 4"X4" PRESSURE TREATED WOOD POST 45° BEND WITH THRUST BLOCK 6" GATE VALVE PROPERTY LINE PROPOSED CONTOUR425 EXISTING CONTOUR EXISTING SANITARY EXISTING WATER LINE EXISTING STORMWATER PROPOSED SANITARY PROPOSED STORMLINE EXISTING TREELINE PROPOSED TREELINE Checked by:Project No.: Drawing Title: © 2019 The Cannon Corporation.© 2019 The Cannon CorporationAll rights reserved. No part of this document maybe reproduced or utilized in any form, without priorwritten authorization by The Cannon Corporation.Rev.Description Date 2016098 CONSIGLI CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 www.consigli.com THE LA GROUP 40 Long Alley Saratoga Springs, NY 12866 www.thelagroup.com NEW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY SKIDMORE COLLEGE www.cannondesign.com 50 Fountain Plaza Suite 200 P: 716.773.6800 F: 716.773.5909 Buffalo, NY 14202 SITE PLAN APPLICATION 4 NOV 2022 RESPONSE TO COMMENTS 24 JAN 2023LEGEND 10 20 30 40400 Scale: 1" = 40' WATER SYSTEM NOTES 1.WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0". 2.ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED, PAINT SEAL COATED, 350 P.S.I. PRESSURE RATING. 3.THERE SHALL BE A MINIMUM 10' HORIZONTAL SEPARATION OF TEN FEET BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER MEASURED EDGE TO EDGE. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 4.DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY. THIS INFORMATION SHALL BE INCORPORATED IN THE AS-BUILT DRAWINGS. 5.THE CONTRACTOR SHALL PROVIDE TWO (2) BRONZE WEDGES AT EACH BELL JOINT OF PUSH-ON PIPE. 6.THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 7.MECHANICAL JOINT TAPPING SLEEVE SHALL CONFORM TO ANSI B16.1, CLASS 125 FLANGE, MSS SP-60 STANDARD, AND ANSI/AWWA C111 STANDARD, AND HAVE A MAXIMUM WORKING PRESSURE OF 200PSIG FOR SERVICES 4-INCH THRU AND INCLUDING 16-INCH. 8.MECHANICAL JOINT RESILIENT WEDGE TAPPING VALVES SHALL CONFORM TO AWWA C500 STANDARD AND HAVE A MAXIMUM WORKING PRESSURE OF 200 PSIG. VALVE SHALL BE NON-RISING STEM TYPE AND SHALL OPEN "RIGHT" (CLOCKWISE) 9.THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLAN ARE FOR INFORMATION ONLY, AND ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT DIG SAFELY NY (U.F.P.O.) (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO FIELD VERIFY 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. 10.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.ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH-ON JOINTS. 2.INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER PRIOR TO THE PLACEMENT OF ANY ORDERS OF SAID MATERIALS. 3.LEAKAGE OUTWARD OR INWARD SHALL NOT EXCEED 100 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. LEAKAGE TEST SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET AND SHALL BE IN ACCORDANCE WITH CITY OF SARATOGA SPRINGS STANDARDS. 4.FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND IF NECESSARY THE CITY OF SARATOGA SPRINGS CITY ENGINEER, PRIOR TO INSTALLATIONS. 5.LOW PRESSURE AIR TESTING IS PERMITTED. TEST IS TO CONFORM TO UNIBELL PVC PIPE ASSOCIATION, UNI-B-6-98. SANITARY SEWER NOTES L-400 SITE WATER AND SANITARY PLAN DTM PROPOSED WATER SERVICE Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: Planning Board #20221027 STATE STREET12' SIDE SETBACK 30' FRONT SETBACK12' S I D E S E T B A C K PERIM E T E R R O A D WILLIAMSON SPORTS CENTER DANCE CENTER PROPERTY LINE PROPERTY LINECOLLEGE HOUSE EDGE OF CLEARING 1 PO 1 AR 2 QR 2 QR 2 QP 2 QP 40 BAG 45 BRF 110 BSA 55 BRF 75 BSA 55 BSA 30 BAG 70 BPR 65 BLS LAWN LAWN 160 RA 3 AM 2 CC ERNST RETENTION BASIN WILDLIFE MIX 3 CA 16 JV 9 HP 4 TP 7 VP 8 CA 8 HP 19 JV 3 CA 5 TP 71 JV 7 VP 6 CA 10 VP 3 CA 1 CA 8 TP 4 VP LAWN 12 CT 1 AM 5 CA 20 CT 7 HP 20 HE1 20 HE2 3 HP 20 CT 8 CA 10 HE1 45 RF 2 AR 1 TA 2 TA 130 RA LAWN LAWN PROPOSED HEALTH, WELLNESS, FITNESS & TENNIS CENTER LAWN PROPERTY LINE EXISTING TREELINE LIMIT OF CLEARING PROPERTY SETBACK EXISTING TREES Checked by:Project No.: Drawing Title: © 2019 The Cannon Corporation.© 2019 The Cannon CorporationAll rights reserved. No part of this document maybe reproduced or utilized in any form, without priorwritten authorization by The Cannon Corporation.Rev.Description Date 2016098 CONSIGLI CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 www.consigli.com THE LA GROUP 40 Long Alley Saratoga Springs, NY 12866 www.thelagroup.com NEW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY SKIDMORE COLLEGE www.cannondesign.com 50 Fountain Plaza Suite 200 P: 716.773.6800 F: 716.773.5909 Buffalo, NY 14202 SITE PLAN APPLICATION 4 NOV 2022 RESPONSE TO COMMENTS 24 JAN 2023 LEGEND 10 20 30 40400 Scale: 1" = 40' PLANT SCHEDULE TREES AND SHRUBS KEY BOTANICAL NAME COMMON NAME PLANTING SIZEQTY.SPACINGROOT COMMENT B&BAMAUTUMN BRILLIANCE SERVICEBERRYAmelanchier x grandiflora 'Autumn Brilliance'4 AS SHOWN2 1/2"-3" CAL.CLUMP FORM CONT.HP LITTLE LIME HYDRANGEAHydrangea paniculata 'Little Lime'AS SHOWN27 B&BTPSPRING GROVE WESTERN ABROVITAEThuja plicata 'Spring Grove'AS SHOWN17 B&BJVEASTERN RED CEDARJuniperus virginiana AS SHOWN107 KEY BOTANICAL NAME COMMON NAMEQTY.SPACINGROOT BRF BLACK-EYED SUSANRudbeckia fulgida100 BPR RUBY RIBBONS RED SWITCHGRASSPanicum virgatum 'Ruby Ribbons'70 BSA AUTUMN JOY STONECROPSedum 'Autumn Joy'240 18" O.C. 18" O.C. 24" O.C. BLS CARDINAL FLOWERLobelia siphilitica65 18" O.C. BAG BLUESTEMAndropogon gerardii70 24" O.C.PLUG BIORETENTION BASIN PLANTINGS PLUG PLUG PLUG PLUG B&BQPPIN OAKQuercus palustris2 AS SHOWN2 1/2"-3" CAL. CONT.CA SWEET PEPPERBUSHClethra alnifolia37 AS SHOWN PROPOSED DECIDUOUS TREES PROPOSED SHRUBS PROPOSED EVERGREEN TREES B&BRED OAKQuercus rubra AS SHOWN2 1/2"-3" CAL.QR 2 L-500 SITE LANDSCAPE PLAN DTM 1.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. 2.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT SCHEDULE. 3.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AS APPROVED BY THE OWNER'S REPRESENTATIVE. 4.ALL NEW PLANT MATERIAL SHALL BE OF SPECIMEN QUALITY UNLESS APPROVED OTHERWISE BY THE OWNER'S REPRESENTATIVE. 5.WHERE PLANT SIZE IS INDICATED AS A RANGE, THE PLANTS PROVIDED SHALL BE A FAIR REPRESENTATION OF THAT RANGE. 6.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 7.THE CONTRACTOR SHALL OBTAIN PLANT APPROVAL FROM THE OWNER'S REPRESENTATIVE AFTER DELIVERY AND PRIOR TO INSTALLATION. 8.THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE OWNER'S REPRESENTATIVE. 9.THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANTING FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF PLANTING. 10.ALL PLANT BEDS TO RECEIVE THREE INCHES (3") MIN. OF SHREDDED BARK MULCH ON WEED BARRIER FABRIC. 11.AMENDED TOPSOIL BACKFILL SHALL CONSIST OF ONE (1) PART MANURE TO EIGHT (8) PARTS TOPSOIL AND BONEMEAL @ 20 LBS. TO 4 CY TOPSOIL. 12.ALL DISTURBED AREAS NOT SCHEDULED FOR OTHER WORK SHALL RECEIVE SIX INCHES (6") OF SUITABLE ON-SITE OR IMPORTED PLANTING SOIL PRIOR TO SEEDING OR SODDING. 13.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A MIN. OF ONE (1) YEAR FROM SUBSTANTIAL COMPLETION. 14.THE CONTRACTOR SHALL MAINTAIN ALL WORK INCLUDING WATERING, MOWING, AND PROTECTION FROM TRAFFIC UNTIL FINAL ACCEPTANCE OF THE PROJECT. 15.THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ALL ITEMS DAMAGED OUTSIDE THE CONSTRUCTION LIMITS, AND ITEMS WITHIN THE SITE THAT ARE NOT PART OF THE IDENTIFIED WORK OF THIS CONTRACT. 16.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS PER THE SWPPP. 17.GROUNDCOVER PLANTINGS/PLUGS WITHIN THE BIORETENTION BASINS SHALL BE PLANTED IN DRIFTS OF 15-20 PLANTS PER DRIFT. 18.THE CONTRACTOR SHALL PROVIDE DE-COMPACTION AS DESCRIBED IN APPENDIX H OF THE SWPPP REPORT. LANDSCAPE NOTES ALL TREES AND SHRUBS TO BE PLANTED IN MULCH CIRCLES OR MULCH BEDS. ERNST RETENTION BASIN WILDLIFE MIX LAWN BIORETENTION BASIN PLANTING CONT.LOW GROW SUMACRhus Aramatica 'gro-Low'3 GAL. 18"" SPD.RA 290 3' O.C. TYP. PERENNIALS & GROUNDCOVERS KEY BOTANICAL NAME COMMON NAME PLANTING SIZEQTY.SPACINGROOT COMMENT CT Cotoneaster apiculat "Tom Thumb"4' OC CONT.HE2 Hemerocallis 'Happy Returns'12" OC RF Rudbeckia Fulgilda 24" OC CONT.HE1 Hemerocallis 'Stella D'oro'10 12" OC 40 45 52 BLACK-EYED SUSAN DAYLILY - ORANGE DAYLILY - YELLOW DWARF CRANBERRY COTONEASTER CONT. CONT. B&BVPSHASTA DOUBLE FILE VIBURNUMViburnum Plicatum var. Tomentosum "Shasta"AS SHOWN36"-40" HT.28 12"-18" SPD. NO. 1 CONT. NO. 1 CONT. NO. 1 CONT. Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: B&BARRED MAPLEAcer rubrum3 AS SHOWN2 1/2"-3" CAL. B&BCCEASTERN REDBUDCercis canadensis2 AS SHOWN2 1 2"-3" CAL. B&BTAAMERICAN BASSWOODTilia americana AS SHOWN2 1 2" -3" CAL.3 B&BAMERICAN SYCAMOREPlatanus occidentalis AS SHOWN2 1/2"-3" CAL.PO 1 30"-36" SPD. 6'-8' HT 30"-36" SPD. 6'-8' HT Planning Board #20221027 50'-0" 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIAL OVER COMPACTED SUBGRADE 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"MIN.16" ABOVEGRADE6"BELOW GRADE10' MAX. ℄ TO ℄ 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND 2' OVERALLFABRIC HT.20" MIN.16" MIN.36" MIN. FENCE POST FILTER FABRIC FLOW 6"MIN.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. 2.THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. 10 MIL PLASTIC LINING WOOD OR METAL STAKES (2 PER BALE) STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC LINING 8' MIN.8' MIN.2'CONCRETE WASHOUT CONCRETE WASHOUT SIGN 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: 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. CONCRETE SPECIFICATIONS OF THE PLANNING BOARD CITY OF SARATOGA SPRINGS TYPE 2 VEHICLE TRAFFIC LOADING BROOM FINISH PERPENDICULAR TO WALK 5" CONCRETE AT WALKS OR 8" CONCRETE AT DUMPSTER, SHED, AND BLEACHERS; 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 AT WALKS, 12" FOR DUMPSTER SUBGRADE COMPACTED TO 90% STANDARD PROCTOR 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.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. 5.SEE PLANS FOR WALKING PATH AREAS WITH STAMPED ASPHALT FINISH. TACK COAT - NYSDOT ITEM 407-0102 DILUTED SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTORDEPTH TOSUBGRADE ASREQUIREDBINDER COURSE - NYSDOT ITEM 402.198902 - 19F9 H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 TOP COURSE - NYSDOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION ROADWAY 1-1/2"3"12" PAVEMENT TYPE TOP COURSE BINDER COURSE GRAVEL COURSE WALKING PATH 1-1/2"6"1-1/2" A B GEOTEXTILE MATTING MANUFACTURER'S INSTALLATION NOTES: 1. PREPARE SOIL BEFORE INSTALLING MATTING INCLUDING APPLICATION OF SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE MATTING IN A 9" DEEP BY 6" WIDE TRENCH. ANCHOR THE MATTING WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING 12" PORTION OF MATTING BACK OVER THE SEED AND COMPACTED SOIL. SECURE THE MATTING OVER THE COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE MATTING. 3. ROLL THE MATTING DOWN THE SLOPE. THE MATTING WILL UNROLL WITH THE APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL MATTING MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE MANUFACTURER'S STAPLE PATTERN GUIDE. 4. THE EDGES OF PARALLEL MATTING SHEETS MUST BE STAPLED WITH APPROXIMATELY 3" - 4" OVERLAP DEPENDING ON THE MATTING TYPE. 5.CONSECUTIVE MATTING SPLICED DOWN THE SLOPE MUST BE END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 2"-3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE MATTING WIDTH. INSTALL BEGINNING OF EACH ROLL IN 6"X9" ANCHOR TRENCH STAPLE, BACKFILL, & COMPACT SOIL, TYP. TOP OF SLOPE STARTING AT TOP OF SLOPE, INSTALL BLANKET IN SAME DIRECTION OF WATER FLOW, TYP. EROSION CONTROL MATTING; SHALL BE NYSDOT APPROVED FOR TYPE B, CLASS II APPLICATIONS. BOTTOM OF SLOPE 3"-4" 12" 9" 6" 2-3" EXPANSION JOINTS TO OCCUR 60' O.C. MAX & AT ALL CURBS, WALLS, & WHERE SHOWN ON PLANS OR OTHER DETAILS SCORE JOINTEXPANSION JOINT 2"2" 12" JOINT 2"2" 12" JOINT1 14"DEPTH MIN.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. TOOLED JOINT W/ 1/4" RADIUS EDGES AS SHOWN, TYP. JOINT SEAL PER SPEC. PREMOULDED JOINT FILLER 3'-0" 2' FLOW 21 11 2 1 2'-0"18"FLOW FINISH GRADEOUTLET CONTROL STRUCTURE NOTES: 1.SEDIMENT SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE HEIGHT OF THE STONE BERM. 2.LIGHT STONE FILL SHALL MEET NYSDOT REQUIREMENTS FOR 620.02. 3.TIE THE STONE BERM INTO THE CULVERT EMBANKMENT A MINIMUM OF 1 FOOT ABOVE THE DESIGN ELEVATION OF THE STONE BERM. HALF PLAN VIEW SECTION VIEW OUTLET CONTROL STRUCTURE LIGHT STONE FILL, TYP. END STONE 1' MIN. ABOVE STONE BERM DESIGN ELEVATION RIPRAP FLOW LIGHT STONE FILL, TYP. NYSDOT #2 STONE KEY TRENCH FILTER FABRIC NYSDOT #2 STONE 1 1 2'-0" 2"X4" WOOD FRAME 1.5'MAX.3' MIN.STAKE FABRIC BURIED FABRIC 1' MIN.CONSTRUCTION SPECIFICATIONS: 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 WILL BE OVERLAPPED TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2" X 4" WOOD OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FEET. 4. SPACES 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. 2 SILT FENCE SCALE: NTS 8 CONCRETE WASHOUT SCALE: NTS 1 STABILIZED CONSTRUCTION ENTRANCE SCALE: NTS 12 CONCRETE PAVEMENT SCALE: NTS 11 ASPHALT PAVEMENT SCALE: NTS 7 EROSION CONTROL MATTING SCALE: NTS 10 CONCRETE PVMT. EXPANSION/SCORE JOINT SCALE: NTS 3 TEMPORARY STOCKPILE SCALE: NTS 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. Checked by:Project No.: Drawing Title: © 2019 The Cannon Corporation.© 2019 The Cannon CorporationAll rights reserved. No part of this document maybe reproduced or utilized in any form, without priorwritten authorization by The Cannon Corporation.Rev.Description Date 2016098 CONSIGLI CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 www.consigli.com THE LA GROUP 40 Long Alley Saratoga Springs, NY 12866 www.thelagroup.com NEW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY SKIDMORE COLLEGE www.cannondesign.com 50 Fountain Plaza Suite 200 P: 716.773.6800 F: 716.773.5909 Buffalo, NY 14202 SITE PLAN APPLICATION 4 NOV 2022 RESPONSE TO COMMENTS 24 JAN 2023 L-700 SITE DETAILS DTM 5 TEMPORARY INLET PROTECTION SCALE: NTS LADEN R U N O F F SEDIMEN T SEDI M E N T LADE N R U N O F F NOTE: 1.SILT SACK SHALL BE MAINTAINED & REMOVED ONLY AFTER ACCEPTANCE OF ROADWAY. SILT SACK SHALL BE CLEANED PERIODICALLY TO KEEP CATCH BASIN WORKING PROPERLY WHILE IN PLACE AT REMOVAL OF SILT SACK ALL CATCH BASINS SHALL BE CLEANED OF DEBRIS AND SEDIMENT. 2.GRATE SILT SACK SHALL ONLY BE USED FOR IN-PAVEMENT STRUCTURES ONLY DURING AND AFTER INSTALLATION OF PAVEMENT.USE SILT SACK UNDER GRATE TO CONTROL SEDIMENT RUNOFF. SACK SHALL BE MAINTIANED AND CLEANED ON A REGULAR BASIS (SEE NOTE) 6 INLET PROTECTION - FINISHED PAVED AREAS SCALE: NTS METAL POST SIGN READING: WATERPROOF PERMANENT "TREE PROTECTION AREA" WARNING FENCE ORANGE POLYETHYLENE DRIP EDGE 4 PROTECTION FENCE SCALE: NTS 9 INLET PROTECTION - FINISHED PAVED AREAS SCALE: NTS Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: Planning Board #20221027 120'-0"246'-0" FENCE-TO-FENCE2"X4" CENTER MARK CONTROL JOINT8 L-701 TENNIS COURT FENCE 10' HT. BLACK PVC COATED CHAIN LINK FENCE, POSTS @ 8' O.C. MAX. SET 1' INSIDE EDGE OF ASPHALT 10 L-701 COURT EDGE 7 L-701 CONTROL JOINT AT NETLINE AND BETWEEN COURTS 8 L-70178'-0" TYP.36'-0" TYP.21'-0" EACH END11'-0"27'-0" TYP. 36'-0" TYP.12'-0" TYP. 3' TYP.18'-0"21'-0"21'-0"18'-0"4'-6"27'-0"4'-6" NET & POSTS 5 L-701 227'-0" 53'-0"21'-0"TYP.15'-0"6'-0"106'-0" 15'-0"4' HT. FENCE10' HT. FENCE10' HT.FENCE10' HT.FENCE4' HT. FENCE4' HT. FENCE10' HT.FENCE10' HT.FENCE4' HT. FENCE16' LENGTH OF 10' HT. FENCE IN EACH CORNER OF SPECTATOR LINE, TYP.248'-0" EDGE OF ASPHALT10' HT. FENCE10' HT. FENCE10' HT. FENCESURFACE OUTSIDE OF TENNIS COURT STRIPING TO BE A DARK GREEN APPROVED BY OWNER'S REPRESENTATIVE S S S-B S-BSS S S S-B S-B S SCREEN FABRIC (BY OTHERS) S-B SCREEN FABRIC WITH BRANDING (BY OTHERS) LEGEND: SURFACE INSIDE OF TENNIS COURT STRIPING TO BE A LIGHT GREEN APPROVED BY OWNER'S REPRESENTATIVE 8'X10' CONCRETE PAD FOR SHED; COORDINATE FINAL SIZE AND LOCATION WITH OWNER'S REPRESENTATIVE, TYP. 8'X10' CONCRETE PAD FOR SHED; COORDINATE FINAL SIZE AND LOCATION WITH OWNER'S REPRESENTATIVE, TYP. LOGO ON SURFACING; FINAL LOCATION OF LOGOS TO BE CONFIRMED WITH OWNER'S REPRESENTATIVE PRIOR TO INSTALL COMPACT SUBGRADE TO 90% STANDARD PROCTOR. 3" STONE DUST 6-0" MIN. (SEE PLAN)8"8"24"3'24"9'-0"-0" MIN.BROWN PLASTIC SLEEVE TO COVER ENTIRE EXPOSED SURFACE OF BOLLARD CONCRETE FILLED 6" DIA. RIGID GALVANIZED STEEL PIPE 12" DIA. MIN. CONCRETE FOOTING4'-0" MIN. FOOTING DEPTH5'-0" BOLLARD HEIGHTFINISHED GRADE INSTALL BRACE ASSEMBLY ON ADJACENT FENCE SECTION 2"3,000 PSI CONCRETE FOOTING 18"Ø DIAMETER 4" O.D. GATE POST TENSION BARS 180° HINGE, TYP POST CAP, TYP. 2" O.D. GATE FRAME NOTE: 1.ALL POST, RAILS, MESH AND HARD WARE SHALL BE GALVANIZED WITH BLACK PVC VINYL COATING OR GALVANIZED FINISH. SEE PLANS. 2.INSTALL BRACE ASSEMBLY ON ADJACENT FENCE SECTION. 1 1 8" Ø DROP ROD 1" GALVANIZED STEEL PIPE SLEEVE 6" DRAINAGE STONE WRAPPED IN FILTER FABRIC 8"5'-0"4', 6', OR 10'SEE PLANS10'-0" COMMERCIAL GRADE DOUBLE LATCH 1.66" O.D. RAIL FINISHED GRADE 15'-3"4'-6"15'-3" 35'-0"10'-0"5'-3"3'-3"2'-0"3'-6"10'-0" 1 5'-3"2'-0" 2 3 10'-0"8"PLAN VIEW CROSS SECTION FINISHED GRADE ANCHOR BLEACHERS TO CONCRETE USING WEDGE ANCHOR AS RECOMMENDED BY THE MANUFACTURER GALVANIZED FINISHED CHAIN LINK FENCE RAIL, TYP. FOOTBOARDS, TYP. FINISHED ALUMINUM SEATBOARDS, TYP. Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: 10 VINYL COATED CHAIN LINK FENCING & GATES SCALE: NTS WIRE TIES 18" O.C. MAX. 4"FROM TOP AND BOTTOM POSTS AND RAILS 1 3/4" C.L. MESH POST BAND 15"O.C. MAX. 4" FROM TOP AND BOTTOM CORNER, GATE, END AND PULL POST. 1 3/4" C.L. MESH TENSION BAR TO ENGAGE EACH FABRIC LINK (TYP) TENSION BAR ATTACHMENTWIRE TIES AT POSTS & RAILS RAIL END OR DOUBLE RAIL END AS NEEDED CORNER, GATE, END AND PULL POSTS 1 3/4" C.L. MESH 1.66" O.D. BOTTOM RAIL WIRE TIES @ 18" O.C. CARRIAGE BOLTS BOTTOM RAIL 1" MAX6 TENNIS COURT LAYOUT SCALE: NTS 9 TENNIS COURT ASPHALT PAVEMENT SCALE: NTS 8 CONTROL JOINT SCALE: NTS 8"4"4"2"112"TENNIS COURT COLOR COATING; SANDED ACRYLIC FINISH AS SPECIFIED 11 2" TOP COURSE; NYSDOT ITEM #402.09 2" BINDER COURSE; NYSDOT ITEM #402.25 8" GRANULAR SUBBASE (2) 4" LAYERS TYP. COMPACTED SUBGRADE GEOTEXTILE FABRIC312"COLOR COATING 1 1/2" ASPHALT TOPCOURSE 2" BINDER COURSE MIN 1/8" W X 2" DEEP SAWCUT @ INDICATED LOCATIONS. SAWCUTS SHALL BE POWER WASHED TO REMOVE ALL DEBRIS, DUST, ETC., PRIOR TO FILLING WITH ACRYLIC CAULK AND SOLID COLOR COATING APPLICATIONS. Checked by:Project No.: Drawing Title: © 2019 The Cannon Corporation.© 2019 The Cannon CorporationAll rights reserved. No part of this document maybe reproduced or utilized in any form, without priorwritten authorization by The Cannon Corporation.Rev.Description Date 2016098 CONSIGLI CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 www.consigli.com THE LA GROUP 40 Long Alley Saratoga Springs, NY 12866 www.thelagroup.com NEW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY SKIDMORE COLLEGE www.cannondesign.com 50 Fountain Plaza Suite 200 P: 716.773.6800 F: 716.773.5909 Buffalo, NY 14202 SITE PLAN APPLICATION 4 NOV 2022 RESPONSE TO COMMENTS 24 JAN 2023 L-701 SITE DETAILS DTM 1 STONE DUST PATH SCALE: NTS 2 CROSSWALK SCALE: NTS 4 BOLLARD SCALE: NTS 7 TENNIS COURT EDGE SCALE: NTS 5 TENNIS NET POST AND STRAP ANCHOR SCALE: NTS TENNIS COURT ASPHALT PAVEMENT TENNIS COURT CHAIN LINK FENCE 1'-0" UNLESS OTHERWISE NOTED ON PLANS OR ALONG RETAINING WALL FINISH GRADE 18"Ø CONCRETE FOOTING. TYPICAL EACH FENCE POST5'-0"18"Ø 9"9" TENNIS COURT NET STRAP LOCATED IN CENTER OF COURT. TENNIS COURT NET POST. TYPICAL EACH SIDE OF COURT TENNIS COURT ASPHALT PAVEMENT CONCRETE NET POST FOOTING DRAIN TUBE TO EXTEND TO BASE MATERIAL NET STRAP GROUND ANCHOR CONCRETE NET STRAP ANCHOR FOOTING COMPACT SUBGRADE 6" SUBGRADE 6"24" SQ.6"6" 8"2'4'-0"18"ØTYP5' TYP4"8'O.C. TYP 8'O.C. TYP 4' O.C. TYP 8'-0" TYPPOST CAP TYP. 4" O.D. CORNER, PULL, & END POSTS. LINE POSTS 3.5" O.D. PIPE TENSION BAR RAIL END TYP TOP RAIL 1.66" O.D. PIPE FINISH GRADE CONCRETE FOOTER AT ALL POSTS. (TYP) 1.66" O.D. BOTTOM RAIL (TYP) 1.66" O.D. MID RAILS MIDWAY UP FABRIC (TYP)1" 3/4" X 1 3/4" 9 GA. C.L. MESH. TYP)4', 6', OR 10' HIGH PER PLANSPOSTS 8'-0" O.C. MAX.1.66" O.D. RAIL ABOVE SINGLE LEAF SWING GATES. (TYP) WIRE TIES TYP POST BAND 15" O.C. TYP 9 L-701 10 L-701 EXISTING PAVINGPROPOSED PAVING TOP COURSE BINDER COURSE KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT TO REMAIN 1-/2" MINIMUM DEEP KEY INTO EXISTING PAVEMENT COMPACTED BASE MATERIAL COMPACTED SUBGRADE 6" 3 PAVEMENT KEY SCALE: NTS 1" MAX. SPACING 11 BLEACHER DETAIL SCALE: NTS NOTE: TENNIS PAVEMENT TO EXTEND 6" MIN. BEYOND PERIMETER FENCE. Planning Board #20221027 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" 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 SPACE SHRUBS AS INDICATED ON PLANS 12" MIN.18" MIN.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"MIN2'-2"2'-0"3'-1"1'-5"SEATHEIGHT6'-0" GRADE 1" KEYSTONE RIDGE BENCH: MCCONNELL STYLE, GREEN BOLT BENCH TO PAVEMENT PER MANUFACTURER RECOMMENDATIONS 9.00'9.00'8.00'ASPHALT WALKNON-ACCESSIBLEPARKING SPACE (TYP.)NO-PARKING STRIP PAINTED WITH 4" DIAGONAL LINES NOTE: MAXIMUM SLOPE WITHIN ACCESSIBLE PARKING AND/OR STRIPED AREA SHALL NOT EXCEED 1:50 (2%) 4" WIDE PARKING LINES PAINTED WHITE, TYP. ANSI STANDARD HANDICAP SYMBOL SEE DETAIL 7/L-702 FREE STANDING "NO PARKING" SIGN TO MEET ANSI STDS. (12X18" MIN. SIZE. 4'0" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). SEE DETAIL 6/L-702 FREE STANDING RESERVED PARKING SIGN TO MEET ANSI STDS. (4'0" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). SIGN SHALL NOT BE OBSCURED BY A VEHICLE IN THIS SPACE. SEE DETAIL 6/L-702 NON-ACCESSIBLE PARKING SPACE (TYP.)8.00'8.00'9.00'FREE STANDING RESERVED PARKING SIGN TO MEET ANSI STDS. (4'0" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). SIGN SHALL NOT BE OBSCURED BY A VEHICLE IN THIS SPACE. SEE DETAIL 6/L-7023'-11"5"50.0 ° 100°R5 " 5 " R14"5"2"5"1'-2"1 0 " NOTES: ALL PAINT TO BE COLOR BLUE AND AS SPECIFIED THE NEW SYMBOL DOES NOT MATCH THE HISTORICAL ADA STANDARDS, BUT SLIGHT VARIATIONS ON THE HISTORICAL SYMBOL ARE PERMISSIBLE UNDER SECTION 103 WHEREAS THE SYMBOL CLEARLY DISPLAYS A WHEELCHAIR AND SIGNIFIES ACCESSIBILITY. 110°2'-4"1'-5" 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 SUBGRADE80"6"3'-0"M.U.T.C.D. NO. APPROX. SIZE OF SIGN LETTER SIZE TYPE TEXT SEE M.U.T.C.D. SEE M.U.T.C.D. 4" 12" X 18" 1.5 S.F. 12" X 18" 1.5 S.F. 12" X 16" 1.5 S.F.R6-2R P1-1 P4 - 6C SEE M.U.T.C.D. 30" X 30" 6.25 S.F.R5-1 DO NOT ENTER SEE M.U.T.C.D. 12" X 18" 1.5 S.F. 9'-6" 4'-0"4'-6"1'-8"1'-8"1'1'Checked by:Project No.: Drawing Title: © 2019 The Cannon Corporation.© 2019 The Cannon CorporationAll rights reserved. No part of this document maybe reproduced or utilized in any form, without priorwritten authorization by The Cannon Corporation.Rev.Description Date 2016098 CONSIGLI CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 www.consigli.com THE LA GROUP 40 Long Alley Saratoga Springs, NY 12866 www.thelagroup.com NEW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY SKIDMORE COLLEGE www.cannondesign.com 50 Fountain Plaza Suite 200 P: 716.773.6800 F: 716.773.5909 Buffalo, NY 14202 SITE PLAN APPLICATION 4 NOV 2022 RESPONSE TO COMMENTS 24 JAN 2023 L-702 SITE DETAILS DTM 1 DECIDUOUS TREE PLANTING SCALE: NTS 2 EVERGREEN TREE PLANTING SCALE: NTS 3 SHRUB PLANTING SCALE: NTS 4 BENCH SCALE: NTS Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: 5 BIKE RACK SCALE: NTS POWDER COATED BLACK STEEL BIKE RACK, MODEL 4180-IG-P BY BELSON OUTDOORS OR APPROVED EQUAL EXPANSION JOINT CONCRETE WALK 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 CONCRETE FOOTING 3 8" ACHOR ROD+/- 34"+/- 19-3/8"3'10"6"6"6"6" ELEVATION - SIDE ELEVATION - FRONT+/- 34"3'6 TRAFFIC SIGN DETAILS SCALE: NTS 7 ACCESIBLE PARKING MARKING SCALE: NTS 8 RESERVED PARKING LAYOUT SCALE: NTS 9 ONE WAY ARROW MARKING SCALE: NTS Planning Board #20221027 FRAME AND GRATE FINISH GRADETOPSOIL PVC INLET DRAIN SELECT GRANULAR BACKFILL IN ACCORDANCE WITH THE SPECIFICATIONS CRUSHED STONE COMPACTED SUBGRADE6" MIN.6" MIN. SUMP15" MIN. ALUMINUM EDGE RESTRAINT, TYP. PROVIDE 18" STAKES AT 24" O.C. OR AS RECOMMENDED BY MANUFACTURER 2% (MIN.)BUILDINGFACADEGEOTEXTILE SEPARATION FABRIC, AROUND, BOTTOM AND SIDES NYS DOT SIZE 2 UNDERDRAIN STONE, 8" DEPTH; 2' MIN. GEOTEXTILE SEPARATION FABRIC COMPACTED SUBGRADE4" PERFORATED HDPE PIPE, WHERE INDICATED 6" MIN. 6" MIN. AS PER PLAN (TYP) PIPE & SLOPE SUMPTYP.8" MAX1'-0"VARIES8"12"2' 4'-0" DIAM.12"8" PITCH PITCH FLOW 12" FRAME AND GRATE, CAMPBELL FOUNDRIES NO. 2816B OR APPROVED EQUAL F.G.PAVEMENT PRECAST CONCRETE GRADE AS REQUIRED; CEMENT RINGS, MORTAR SHALL BE PLACED BETWEEN SECTIONS AND ON ENTIRE EXTERIOR. CEMENT MORTAR ALL AROUND FRAME REINFORCED PRECAST CONCRETE BARREL SECTIONS AS REQUIRED, MANUFACTURED IN ACCORDANCE WITH ASTM C478-85a. SHIPLAP JOINT MADE WATERTIGHT WITH BUTYL ROPE BETWEEN STRUCTURE SECTIONS APPLY BITUMASTIC JOIN COMPOUND ALL AROUND AFTER ASSEMBLY. SELECT GRANULAR BACKFILL. BOOT TYPE FLEXIBLE MEMBRANE SLEEVE. REINFORCED PRECAST CONCRETE INTEGRAL WALL AND BASE SECTION. 12" CRUSHED STONE BASE. COMPACTED SUBGRADE CATCH BASIN STEPS IN ALL DRAINAGE STRUCTURES DEEPER THAN 4': STEPS TO BE COPOLYMER POLYPROPYLENE PLASTIC ENCAPSULATED #4 ASTM A615 GRADE 60 STEEL PIPE SIZE & INVERTS AS INDICATED ON PLANS.6"SQ. MIN. 6"2'-6"VARIESMIN.1'-0"6" HEAVY-DUTY CAST IRON SUBGRADE COMPACTED & PIPE DIAMETERS. INVERT ELEVATIONS SEE GRADING AND DRAINAGE CONC. GRADE RING AS PLAN FOR SPECIFIC REQ'D. 12" MIN. CRUSHED STONE BASE IN PAVED AREASAREAS IN GRASS FRAME AND GRATE ASPHALT OR CONCRETE PAVING 2 YARD DRAIN SCALE: NTS 3 DRIP STRIP SCALE: NTS Checked by:Project No.: Drawing Title: © 2019 The Cannon Corporation.© 2019 The Cannon CorporationAll rights reserved. No part of this document maybe reproduced or utilized in any form, without priorwritten authorization by The Cannon Corporation.Rev.Description Date 2016098 CONSIGLI CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 www.consigli.com THE LA GROUP 40 Long Alley Saratoga Springs, NY 12866 www.thelagroup.com NEW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY SKIDMORE COLLEGE www.cannondesign.com 50 Fountain Plaza Suite 200 P: 716.773.6800 F: 716.773.5909 Buffalo, NY 14202 SITE PLAN APPLICATION 4 NOV 2022 RESPONSE TO COMMENTS 24 JAN 2023 L-703 SITE DETAILS DBH8CATCH BASIN SCALE: NTS 5' MIN. COVER1 PIPE LENGTH (18'-0" MIN.) PROPOSED 6"x6" TAPPING SLEEVE AS INDICATED ON THE PLANS EXISTING 6" DUCTILE IRON PIPE WATER MAIN 3,000 PSI MIN. CAST-IN-PLACE CONCRETE THRUST BLOCK UNEXCAVATED/ UNDISTURBED EARTH MECHANICAL JOINT TAPPING VALVE & M.J. RETAINER GLANDS PER CITY OF SARATOGA SRPINGS STANDARDS 12" X 12" SOLID PRECAST CONCRETE BLOCKS (6" MIN. THICK) CRUSHED STONE PIPE BEDDING, AS SPECIFIED 6"Ø DIP, CL 52, WATER MAIN PER CITY OF SARATOGA SPRINGS STANDARDS. AS INDICATED ON THE PLANS. MECHANICAL JOINT RETAINER GLAND FOR DIP PIPE, AS REQ'D. (2) 3/4" Ø THREADED TIE RODS, WASHERS & NUTS AS SPECIFIED; APPLY (2) COATS OF COAL TAR EPOXY PAINT FOLLOWING ASSEMBLY (20 MILS MIN. DFT TOTAL), TYP.EXCAVATION BACKFILL AND COMPACTION PER CITY OF SARATOGA SPRINGS STANDARDS PROPOSED FINISHED GRADE OR EXISTING GROUND LINE TELESCOPIC PATTERN VALVE BOX PER CITY OF SARATOGA SPRINGS STANDARDS 10 CONNECTION TO EXISTING WATER MAIN SCALE: NTS 7 TYPICAL PIPE TRENCH SCALE: NTS 5 CONNECTION TO EXISTING MANHOLE DETAIL SCALE: NTSFIRST JOINTINVERT 3'-0" MAX.3"MIN.FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED HOLE STAINLESS STEEL BAND CLAMP INSIDE FACE OF MANHOLE MORTAR AFTER INSTALLATION HOLDING BOOT ALUMINUM ALLOY BAND 2" PROJECTION INTO M.H. AT PIPE SPRINGLINE FORM NEW CEMENT INVERTFROM NEW PIPE TO EXISTING M.H. INVERT. TOP OF BASE SLAB PRECAST CONCRETE BASE SECTION D=DEPTHFOR USE AS APPROVED BY CITY ENGINEER. NOTE: RETAINING GLANDS ACCEPTABLE W=WIDTH AA0.5 x 1.5 90° (1/4) BEND 45° (1/8) BEND NOTES: 81 V± = LD (W + I.D.) - I.D. 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: 9 THRUST BLOCK DETAIL SCALE: NTS 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED. 2. CONCRETE NOT TO OVERLAP ANY JOINT. 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. WHERE: V = VOLUME IN CUBIC YARDS L = LENGTH OF BLOCK IN FEET D = DEPTH OF BLOCK IN FEET W = WIDTH OF BLOCK IN FEET I.D. = INSIDE DIAMETER OF PIPE IN FEET 6. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i. (MEDIUM CLAY) WITH A SAFETY FACTOR OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300' HEAD. 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE ENGINEER. PIPE SIZE INCHES AREA SQ. FT. AREA SQ. FT. AREA SQ. FT. 22-1/2° (1/16) BEND 11-1/4° (1/32) BEND DIMENSIONS D x L TEE DIMENSIONS DIMENSIONS 2.0 x 2.5 D x L 3.2 1.5 x 2.56 4.5 D x L 1.5 x 2.02.4 AREA SQ. FT. 1.2 D x L 1.0 x 1.5 0.6 AREA SQ. FT. DIMENSIONS D x L DIMENSIONS REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS SECTION A-A PLAN (TYP.) WATER MAIN (OR SEWER FORCE MAIN) CONCRETE THRUST BLOCK SCHEDULE 4,000 P.S.I UNDISTURBED SOIL GRADE #30 ROOFING FELT THRUST BLOCK SEE PLANS * TO BE USED AT ALL OPEN PIPE ENDS PROPOSED FINISHED GRADE- HDPE FLARED END SECTION CORRUGATED HDPE STORM SEWER PIPE; REFER TO PLANS FOR SIZE & LENGTH 10' MIN. PLAN VIEW MIN.10' MIN.12"18"MIN.SECTION VIEW 4 FLARED END SECTION DETAIL SCALE: NTS GALVANIZED STEEL FLARED END SECTION MIRAFI 160N FILTER FABRIC UNDER FLARED END SECTION & RIPRAP FINAL TRENCH BACKFILL AS SPECIFIED TOPSOIL & SEED LAWN RESTORATION 1 1 PVMT. RESTORATION 1 1 6" MIN. NOTES: 1.FINAL TRENCH BACKFILL 1.a.IN NON-PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE ENGINEER OF RECORD; OTHERWISE IT SHALL BE STRUCTURAL FILL. MIN. MOD. PROCTOR DENSITY SHALL BE 85 PERCENT. 1.b.IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE STRUCTURAL FILL. MIN. MODIFIED PROCTOR DENSITY SHALL BE 95 PERCENT. 2.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. 3.EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. EXIST. PVMT. SUBBASE MAT'L.; REFER TO NEW PVMT. DETAIL BURIED METALLIC IDENTIFICATION WARNING TAPE FINAL TRENCH BACKFILL (SEE NOTE) PIPE ZONE BACKFILL PIPE ZONE BEDDING MAT'L SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PVMT. NEW. PVMT., SEE DETAIL PIPE O.D. + 24" MIN.6" MIN.O.D./212"MIN.PIPE O.D.5'-0" MIN. COVER WATER4'-6" MIN. COVER SEWER18"5'-0" MAX.VARIES - AS REQUIRED8" MIN KEY JT. PIPE ZONE BEDDING CRUSHED STONE MECHANICAL COMPACTION MECHANICAL COMPACTION MECHANICAL COMPACTION 12" MIN. COVER VARIES SEE NOTE PIPE ZONE BACKFILL METHOD OF PLACEMENT MATERIALDEPTHITEM CRUSHED STONE 1 DROP INLET SCALE: NTS 6 MANHOLE BENCHWALL SCALE: NTS A B A A B B BWASH WASHWASHWASH2"± PIPE PROJECTION INTO MH, TYP. FORM SMOOTH CURVE FORM SMOOTH CURVEALIGN 0.8 DEPTHS OF DIFFERENT SIZE PIPES 1/2" PER FOOT (MIN.) PITCH ACROSS MH PIPE WASH 2"± PER FOOT CHANNEL DEPTH 0.8 PIPE I.D. INVERT CONCRETE BENCHWALL 4,000 PSI MIN. SAWED HALF PIPE SECTION B-B ONE-WAY INVERT PLAN MULTIPLE INVERT SECTION A-ASTANDARD INVERT SMOOTH DROP INVERT FILLET INVERT OUT INVERT IN 0.10' (MIN.) - 2'-6" (MAX.) 0.8 I.D. 50/50 MIX OF DOT ITEM 620.03 STONE FILL LIGHT & DOT ITEM 620.04 STONE FILL MEDIUM Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: Planning Board #20221027 24 "Ø INLET PIPE INV. = 380.55 24" Ø OUTLET PIPE INV. = ±380.55 CONTRACTOR TO PROVIDE GRADE RINGS/RISERS SOLID COVER CONTRACTOR TO GROUT TO FINISHED GRADE CAST IRON MANHOLE FRAME AND COVER LABELED "STORM" RIM = 390.5 SELECT GRANULAR BACKFILL 18" MIN. CRUSHED STONE COMPACTED SUBGRADE HYDRODYNAMIC SEPARATOR, CASCADE SEPARATOR, MODEL NO. CS-5, BY CONTECH OR APPROVED EQUAL. APPROVED EQUAL SHALL PROVIDE A MINIMUM TREATMENT FLOW CAPACITY OF 2.14 CFS AND A MINIMUM BYPASS CAPACITY OF 27.26 CFS. BOTTOM OF CONCRETE STRUCTURE ELEV. = 376.05 ELEV: 376.05' PERMANENT EROSION CONTROL FABRIC 18' 1. 5 : 1 1.5:16"6" TOP OF BASIN ELEV. 395.0 TOP OF WEIR ELEV. 394.0 2:13:1 TOP OF BASIN ELEV. 395.0 TOP OF WEIR ELEV. 394.0 EXISTING GRADE 3' BOTTOM OF POND PERMANENT EROSION CONTROL FABRIC NOTES 1. ROLL EROSION CONTROL FABRIC IN DIRECTION OF WATER FLOW. ALL FABRIC SHALL BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES IN APPROPRIATE LOCATIONS. 2. PLACE CONSECUTIVE RECP'S END-OVER-END (SHINGLE STYLE) WITH A 4"-6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER TO SECURE RECP. 3. ADJACENT RECP SHALL BE OVERLAPPED 2"-5" AND STAPLED. 12" 6" 6" 6" SPECIFICATIONS: 1.FILTER MEDIA SOIL SHALL BE TESTED TO ENSURE COMPLIANCE. SUBMIT TEST RESULTS TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION. SOIL SHALL HAVE A MINIMUM PERC. RATE OF 2"/HOUR. 2.FILTER MEDIA SOIL SHALL BE FREE OF STONES, STUMPS, ROOTS OR OTHER WOODY MATERIAL OVER 1" IN DIAMETER, BRUSH OR WEED SEEDS. 3.PLACEMENT OF THE FILTER MEDIA SOIL SHOULD BE IN 12" TO 18" LIFTS. LIFTS MAY BE LIGHTLY WATERED TO ENCOURAGE NATURAL COMPACTION. NO ADDITIONAL COMPACTION IS NECESSARY. ALLOW TIME FOR NATURAL SETTLEMENT, AND ENSURE FINAL GRADES ARE MET. 4.NO HEAVY EQUIPMENT SHALL BE USED WITHIN BIORETENTION AREA. 5.MULCH SHALL BE SHREDDED HARDWOOD, WELL AGED A MINIMUM 6 MONTHS. 6.PLANTING SHALL BE IN ACCORDANCE WITH PROJECT PLANS, PLANTING NOTES AND DETAILS.8"30"2" MULCH LAYER PLANTING AS SPECIFIED BIORETENTION SOIL MIX CRUSHED STONE WITH MIRAFI 160N FILTER FABRIC. MIN. 12" OVERLAP PERFORATED PVC PIPE, TYPE B PATTERN WATERPROOF LINER 4" SOLID HDPE PIPE 3' X 3' 12" SUMP, TYP. 12" 12" THICK CRUSHED STONE BASE 6" STORM SEWER PIPE INLET 6" 24" HDPE CULVERT ELEV=386.0' SELECT GRANULAR BACKFILL UNDISTURBED OR COMPACTED SUBGRADE FINISHED GRADE STONE RIPRAP, 12" DEEP 3" WIDE X 3" HIGH ORIFICE ELEV=386.0' ELEV.=389.0' 9 OUTLET CONTROL STRUCTURE SCALE: NTS 3"x3" ORIFICEELEV.=386.00' ELEV.=387.40' 24" WIDE x 6" HIGH ORIFICE ELEV.=389.00' 24"Ø 24" WIDE X 6" HIGH ORIFICE ELEV=387.4' TRASH RACK FULL LENGTH OF PIPE CENTERED ON SEWER LINE 18" MIN.FINISHED GRADE 5'-0" MIN.* SEE NOTE WATER LINE * SEE NOTE NOTES: (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 2012 EDITION "TEN STATE STANDARDS") 1.WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. 2.PARALLEL INSTALLATION 2.1.WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY OR STORM SEWER, SEPTIC TANK, OR SUBSOIL TREATMENT SYSTEM. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. 2.2.IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, REVIEWING AUTHORITY MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. 3.CROSSINGS 3.1.WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SEWER WITH PREFERENCE TO THE WATER MAIN LOCATED ABOVE THE SEWER. 3.2.AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. SANITARY SEWER (GRAVITY OR FORCEMAIN) OR STORM SEWER 1 UTILITY CROSSING DETAIL SCALE: NTS 3 FIRE HYDRANT DETAIL SCALE: NTS 1'-6" MIN. 5'-0" MAX. 2'-6" PREFERRED PREFERRED AS FAR AS POSSIBLE 2'-6" MIN.TRENCH OR BURY AS REQUIRED1'-6" MIN.8" ABOVE F.G. POLYETHELENE OR BUILDING PAPER CRUSHED STONE SIZE 1 AND 1A USED) CONCRETE THRUST BLOCK. 3,000 p.s.i. (NOT REQ'D IF R.G. OR TIE RODS ARE DRAIN SARATOGA STD. A-423 BREAK FLANGE MUELLER CENTURION LOWEST PART OF BOLTS TO BE A MIN. 1-1/2" ABOVE F.G. AND A MAX.COVER AS REQUIRED5'-0" MIN.COLOR OFSIZE OF BONNET AND GREEN, FOREST GRAY, BATTLESHIP CONNECTOR COVERS ORANGE YELLOW GREEN, LIGHT TEE M.J. ANCHORING5'-0" MIN.PATTERN) (TELESCOPIC VALVE BOX A.O.B.E. 3/4" TIE-ROD FOR THRUST RESTRAINT (ONE EACH SIDE) OR RETAINER GLAND BEDDING, PIPE ZONE BACKFILL TYPICAL TO TRENCH DETAIL REQ'D. MAIN (TYP.) CONCRETE THRUST BLOCK. 3,000 p.s.i. 6" M.J. GATE VALVE (SARATOGA STD. - MUELLER A-2360) TIE ROD BROWN BLUE MAIN 6" 10" 12" 8" BLACK 14" 16" 24" 20" BARREL YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW COLOR OF MAINS SHALL BE VALVED TO INSURE THAT WATER FLOW IS NOT INTERRUPTED TO MORE THAN TWO HYDRANTS AT ANY ALL HYDRANTS AND VALVES SHALL PREFERRED FINISHED AS CLOSE POSSIBLE AS FLUSH WITH PAVEMENT OR 1" REVEAL IN TURF AREAS NOTES: GIVEN TIME. OPEN RIGHT. PAINT SCHEDULE: W/4" STORZ CONNECTION 1. HYDRANT DRAINS SHOULD BE PLUGGED. WHEN THE DRAINS ARE PLUGGED THE BARRELS MUST BE PUMPED DRY AFTER USE DURING FREEZING WEATHER. 2. WHERE HYDRANT DRAINS ARE NOT PLUGGED, A GRAVEL POCKET OR DRY WELL SHALL BE PROVIDED UNLESS THE NATURAL SOILS WILL PROVIDE ADEQUATE DRAINAGE. 3. HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR LOCATED WITHIN 10 FEET OF SANITARY SEWERS, STORM SEWERS, OR STORM DRAINS. 4. HYDRANT DRAINS, WHERE ALLOWED, MUST BE ABOVE THE SEASONAL GROUNDWATER TABLE. 5. YEARLY FLUSHING OF PRIVATE HYDRANTS ARE REQUIRED FOR THIS PROJECT. PROVIDE PROOF OF FLUSHING TO CITY ENGINEER. 3'-6" MIN. 4 HYDRODYNAMIC SEPARATOR SCALE: NTS 2 OVERFLOW WEIR SCALE: NTS 6 POND LINER SCALE: NTS 6" DEEP CLAY LAYER MIN. 50% PASSING #200 SIEVE AND MAX PERMEABILITY OF 1X10-5 CM/SEC BOTTOM OF POND= 386' 389' TOP OF POND= 391' TOPSOIL AND SEED Checked by:Project No.: Drawing Title: © 2019 The Cannon Corporation.© 2019 The Cannon CorporationAll rights reserved. No part of this document maybe reproduced or utilized in any form, without priorwritten authorization by The Cannon Corporation.Rev.Description Date 2016098 CONSIGLI CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 www.consigli.com THE LA GROUP 40 Long Alley Saratoga Springs, NY 12866 www.thelagroup.com NEW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY SKIDMORE COLLEGE www.cannondesign.com 50 Fountain Plaza Suite 200 P: 716.773.6800 F: 716.773.5909 Buffalo, NY 14202 SITE PLAN APPLICATION 4 NOV 2022 RESPONSE TO COMMENTS 24 JAN 2023 L-704 SITE DETAILS DBH GRADE 5 BIORETENTION AREA SCALE: NTS 3'-0" MIN.3' OR 4'8"* FINISHED GRADE CL CLEAR OP'NING PRECAST CONCRETE GRADE RINGS 6"(MIN.) TO 20"(MAX.) NO CONCRETE BRICK SHIM COURSES PRECAST CONCRETE SECTIONS - 4,000 p.s.i. AT 28 DAYS, AIR- ENTRAINED FOR SANITARY MANHOLE, JOINTS BUTYL SEALED - INDUSTRY STD. OR A.O.B.E. FOR SANITARY MANHOLE, BOOT TYPE FLEXIBLE MEMBRANE SLEEVE FOR PIPE TO MEET ASTM SPEC. NO.C-923 (SHOP DRAWINGS REQ'D) CIRCUMFERENTIAL REINFORCEMENT 0.12 sq. in. PER LIN. FT. MIN. 4000 PSI CONCRETE BENCHWALL FOR SANITARY MANHOLE SIZE AND LOCATION OF PIPES AS SPECIFIED 12" CRUSHED STONE UNDISTURBED SUBGRADE OR ADDITIONAL FOUNDATION STONE A.O.B.E. AS REQ'D TO ADJUST TO FINISHED GRADE. USE PRECAST UNITS ECCENTRIC CONE SECTION REINFORCED PLASTIC NON-SLIP STEPS PER NYSDOT 725-02.01 RISER SECTION BOTTOM SECTION CONE EXTENSION(S) 1.) ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO HS20-44 WHEEL LOADING REQUIREMENTS.AS REQ'D4'-0" ID MIN.*0.8 ID5"12" O.C.2" PER 2'-6" MAX.2'-6" 8"8" CAST IRON MANHOLE FRAME AND COVER - CAMBELL #1016 OR EQUAL, TOP SURFACE CHECKERED AND LABELED "SANITARY SEWER" WITH LIFTING NOTCHES & VENT HOLES AS REQUIRED. (FRAME TO BE SET PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF PAVEMENT AND FLUSH TO 1/4" BELOW F.G.) 7 SANITARY MANHOLE SCALE: NTS FOOT 8 SANITARY CLEANOUT SCALE: NTS 6" BUILDING LATERAL 4" SDR 26 PVC 1/8 LONG SWEEP BEND SYRACUSE CASTINGS NO.4155 CAST IRON FRAME & COVER, OR EQUAL CRUSHED STONE (NYSDOT #1) FLOW LETTERING ON COVER: SAN. SEWER FINISHED GRADE FOR PAVED AREAS WITH FRAME & COVER 10" THREADED CLEANOUT PLUG FINISHED GRADE FOR UNPAVED AREAS WITHOUT FRAME & COVER Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: Planning Board #20221027 4"4" TRENCH DRAIN EXPANSION JOINT AND SEALANT CONCRETE ENCASEMENT, 4000 PSI, MEETING REQUIREMENTS OF CLASS J MIXTURE. ASPHALT PAVEMENT SECTION GRANULAR SUBBASE EXPANSION JOINT TRENCH DRAIN 6" HDPE PIPE, CONNECT TO DRAINAGE SYSTEM4"12" MIN.CONCRETE ENCASEMENT, 4000 PSI CROSS SECTION NOTES: 1.A MINIMUM CONCRETE STRENGTH OF 4000 PSI IS REQUIRED. 2.ONLY FULL TRENCH DRAIN SECTIONS ALLOWED. DO NOT CUT TRENCH DRAIN SECTIONS. 3.THE CHANNEL SHALL BE SET 1 8" BELOW FINISH GRADE OF SURROUNDING CONCRETE. 4.PROVIDE 1" DEEP WITH 1 4" RADIUS TOOLED CONTROL JOINT IN CONCRETE AT EVERY OTHER TRENCH DRAIN SECTION . 5.PROTECT EXPOSED TRENCH DRAIN SURFACES FROM CONCRETE SPLATTER AND DEBRIS. NOTE: TRENCH DIMENSIONS AS REQUIRED BY SPECIFIED PRODUCT. 5.12" GRANULAR SUBBASE 9"7"TYP.12", TYP. 12" TYP.3'-0" TYP.1" TYP.6"4"3'-0"TYP.℄ F.G. CONC. SIDEWALK CONC. STAIR FOOTING, TYP. F.G. CONC. SIDEWALK WASH TREAD TO DRAIN @ 1/4"/FT., TYP. THICKENED EDGE, TYP.6"TYP.R1" HAND RAIL 4'-6"GRAVEL WITH 6" PERFORATED PIPE DRAINAGE MAT CONC. STAIR ST. STEEL HANDRAIL RETAINING WALL6 L-705 5 L-705 HANDRAIL ALONG RETAINING WALL TO BE CONTINUOUS WITH INTEGRATED LIGHTING GRAVEL WITH 6" PERFORATED PIPE DRAINAGE MAT CONC. STAIR ST. STEEL HANDRAIL RETAINING WALL6 L-705 5 L-705 VERTICAL DOWELS TO MATCH VERT. BARS #5@14" VERT. O.F. SUB SURFACE DRAIN #5@14" TOP AND BOT BARS T/WALL EL=VARIES SEE L-300 1'-6"1'4'-6"3"CLRT/FTG EPOXY COATED #4@14" VERT. I.F. #4@12" HORZ. O.F. COORD. W/ ARCH. & CIVIL IF CHAMPERED EDGE IS REQ'D AT TOP PROVIDE TENSIONLAP SPLICEAT VERT. BARSCONC STAIRS T/STAIRS EL=VARIES SEE L-3.0 1'4'-6"MIN.REFER TO L-300 FOR GRADE ELEVATION & SLOPE MAX5'-0"#4@16" O.C. CONT. TOP & BOT NOTE: REFER TO L-200 AND L-300 FOR EXTENTS AND LOCATION OF RETAINING WALLS EPOXY COATED #4@12" HORZ. I.F. ISOLATION JOINT 5 L-705 6" Ø GATE POST TENSION BARS INDUSTRIAL 180° HINGE POST CAP 2" O.D. WELDED GATE FRAME NOTE: 1.ALL POST, RAILS, MESH AND HARD WARE SHALL BE GALVANIZED WITH BLACK PVC VINYL COATING. 2.INSTALL BLACK PRIVACY SLATS IN FENCE AND GATE. 10'-0" 1.66" O.D. WELDED MID RAIL 18" HEAVY DUTY CONCRETE PAD 5'-0"COMMERCIAL GRADE HEAVY DUTY LATCH CLASP WITH LOCK, TYP. 1 TRENCH DRAIN SCALE: NTS Checked by:Project No.: Drawing Title: © 2019 The Cannon Corporation.© 2019 The Cannon CorporationAll rights reserved. No part of this document maybe reproduced or utilized in any form, without priorwritten authorization by The Cannon Corporation.Rev.Description Date 2016098 CONSIGLI CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 www.consigli.com THE LA GROUP 40 Long Alley Saratoga Springs, NY 12866 www.thelagroup.com NEW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY SKIDMORE COLLEGE www.cannondesign.com 50 Fountain Plaza Suite 200 P: 716.773.6800 F: 716.773.5909 Buffalo, NY 14202 SITE PLAN APPLICATION 4 NOV 2022 RESPONSE TO COMMENTS 24 JAN 2023 L-705 SITE DETAILS DBH Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: 2 RADIANT HEATED CONCRETE WALK DETAIL SCALE: NTS POLYETHYLENE MOISTURE BARRIER, 6 MIL TYP. INSULATION COMPACTED SUBBASE EDGE INSULATION RAUPEX PIPE, 3" TYP. IN MIDDLE OF SLAB WIRE MESH OR REBAR TIES NOTE: CHECK WITH INSULATION MANUFACTURER TO ENSURE IT MEETS REQUIRED COMPRESSION STRENGTH 1-1/2" TO 2" TYP. BASED ON DESIGN CONCRETE 1" TYP. 6" TYP. 5 CONCRETE STAIRS SCALE: NTS 3 SECTION AT SUNKEN COURT STAIR - LOWER LANDING SCALE: NTS 4 SECTION AT SUNKEN COURT STAIR - UPPER LANDING SCALE: NTS 6 RETAINING WALL AT GARDEN SCALE: NTS 10'-0" O/C MAX. TENSION BAR END & CORNER POST LINE POST LINE POST TOP SEE PLAN FOR LAYOUT4'-0"8'-0"CHAIN LINK, TOP SELVAGE KNUCKLED BOTTOM SELVAGE KNUCKLED SLEEVE CONNECTION TOP RAIL TENSION BAND WITH CARRIAGE BOLTS AND NUTS PROVIDE 1/4" WASH ACROSS TOP OF FOOTING (typical) 3,000 PSI CONCRETE FOOTING 12" DIA. TYP. 18" DIA. @ GATE POSTS VINYL SLATS (TYP.) 7 DUMPSTER ENCLOSURE SCALE: NTS DUMPSTER ENCLOSURE FENCE DUMPSTER ENCLOSURE GATE Planning Board #20221027