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20221027 Skidmore Construction Wellness Center Originally Approved 2020 Site Plans
PROJECT VICINITY MAP 41i SCALE: N.T.S. PROJECT-_-"' PROJECT LOCATION MAP 41i � PARKING DEMAND: (OVERALL CAMPUS) AREA/USE EDUCATION TOTAL REQUIREMENT / ZONING 1 SPACE / 5 STUDENTS + 1 SPACE / 2 EMPLOYEES 2,400 STUDENTS = 950 EMPLOYEES = PROPOSED (NET LOSS OF 1 SPACE DUE TO ADJUSTED PARKING LOT LAYOUT) SCALE: N.T.S. # REQUIRED 480 475 955 2,175 (ENTIRE CAMPUS) FITNESS & TENNIS CENTER AT SKIDMORE COLLEGE SITE PLAN APPLICATION 815 NORTH BROADWAY, SARATOGA SPRINGS, NY 12866 February 6, 2020 NOTICE OF DECISION: SHEET INDEX: Revised April 13, 2020 ............... COVER CI T SARATOGA 5�NsJAMIN TOMNO. Vice Chair S-1 SURVEY PLANNING BOARD TODD FASOZZI L-100 SITE PREPARATION, EROSION & SEDIMENT CONTROL PLAN City "�474 � "�A" L-200 SITE LAYOUT AND MATERIALS PLAN LEitIE srralT�Tisys . Saratoga Springs, New York i2&aa& KERI�Y t-%YO # WWSa_$A:slsssa- eo HAW } '� L-300 SITE GRADING AND DRAINAGE PLAN NOTICE OF DECISION L-400 SITE WATER AND SANITARY PLAN In the natter of the application - #20191171 L-500 SITE LANDSCAPE PLAN Skidmore way 815 . Broadway L-700 SITE DETAILS Saratoga Springs. W 1 2*% tnvotvingthe premix it t rcel no. ►S ._�_3 in the of Saratoga Springs, on anapplicationforsite plan L-701 SITE DETAILS review toconsti-uct a new two-story fitness center, relocate t�,eexistingoutdoor tennis courts. � associates L-702 SITE DETAILS site work in the Institutional - Educational District. In accordance with b NYCRR Part fs l7, the Planning Board classified this requestas a Type I Action, L-703 SITE DETAILS M lvwf-1 a Negative Si 0 C°teclaratin, or;, uz: 30, 2020 L-704 SITE DETAILS And, in accordance with objectives, standards and guidelines contained in the City Zoning Ordinance, chapter 240, article 7,2 "Site Plan Review", the Planning Beard issues the following decision on January 30, 2020 (passed 5-0 in favor: Torpey, !-!c>a~rom. Boivin. Burnitatibus. hYayo): Approve with the following condition;ZA-02 LEVEL 0 FLOOR PLAN Final plans shaall be provided to the satisfaction of the Citys designated engineer and DPW, Z E-001 ELECTRICAL SITE LIGHTING PLAN The applicant is required to: ZE-002 ELECTRICAL SITE POWER PLAN 1. Deliver a letter of credit or cash escrow in the amount approved by D to the City per Article T2. l 5 of Submithe t 1)mOrdylaran two(2)pmust aprcopisor to fthfnal inalure bypro the Planning �-d signature ZE-003 ELECTRICAL SITE LIGHTING PHOTOMETRIC PLAN 2. Subrr,it one { ! } mylar and two {2) paper copies of the final approved site plans for signature by the Plannlrig BcsardChair witlr(nt' ht n l months rovper Article honingC�rdirsareea. ZE-004 MUSCO SITE LIGHTING PHOTOMETRICS Note- this approval shall expire within eighteen { IS) months of the signature of final plans if the applicant has not started actual construction as per Aiscle 7.2,14 of the Zoning Ordinance. Februga 13.2020 Date Chair CITY OF SARATOGA SPRINGS STANDARD NOTES: rr..: Building Depc, DPW, DPS, Arcoun" Dept., Appliran0gent, File ................... ................___........................._..........._..........._...................._..........................._.-............................................._.................._......__................................................................. ..._.............. ............... ...................................................... ......._._................................ ..........._................ ............................. .............. ............ ................. .........•............. 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES P# i AND REGULATIONS. 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF -SITE BY SITE STATISTICS: THE CONTRACTOR TO A LOCATION APPROVED BY THE CITY ENGINEER. _ ... ................ I _ ............ _..... ............ ............ _.........._._.............. ............ ..................... ...................... ............... .............................. .......... _ ...._ ....................................................... _ ......................... PROPOSED USE: EDUCATION FITNESS AND TENNIS FACILITY 4. THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THE PARCEL SIZE: t 315 ACRES DESIGN PROFESSIONAL ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. TAX PARCEL ID: 152.-1-3 5. THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF ANY BLASTING IS ZONING: INST-ED, INSTITUTIONAL, EDUCATIONAL REQUIRED FOR THE PROJECT. 6. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. 7. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD. ZONING — INST—ED REQUIREMENTS 8. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED E IN ACCORDANCE REQUIRED PROVIDED WITH THE APPROVED PLANS; AND AN AS -BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. MIN. LOT SIZE (SF): 12,500 SF ± 315 ACRES 9. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT SO DESIGNATES. MIN. AVERAGE WIDTH (FT): 100 FT PREPARED BY: APPLICANT: Skidmore College BUILDING COVERAGE: The LA PRINCIPAL BUILDING: 20% P 518/587-8100 815 N Broadway GROUP F 518/587-0180 Saratoga Springs, NY 12866 ACCESSORY BUILDING: 8% cm) www.thelagroup.com P 518/580-5000 Landscape Architecture & Lngineering P.C. MIN. YARD SETBACK (FT): People. purpose. nee. 40 Long Alley FRONT: 30 FT Saratoga Springs REAR: 30 FT www.thelagroup.com New York 12866 SURVEYOR: EACH SIDE: 12 FT 20 FT TOTAL SIDE: 30 FT CANNONDES!4o N Thompson -Fleming Land Surveyors P.C. 250 West Pratt Street Suite 2100 12 Lake Ave #1 PRINCIPAL BUILDING: Baltimore, MD 21201 Saratoga Springs, NY 12866 MAX HEIGHT (FT): 50 FT < 50 FT P: 410.234.1155 MIN. /o TO REMAIN PERMEABLE. 30 /o /o 55� F: 410.234.1160 Planning Board #20191171 Approval Appr ed nd r uthority of a resolution adopted' PI o ,r.d of t City of Saratoga Springs. • Ivape on Data ..ginnari- _m 2o 1 1 1 I CROSSWALK • 1 �a �C9^'• . � BBFlR �1 407 I LIGHTPOLE CONTROL \ ° �'1 gF HANDHOLE 406„ 1 1 I 8S 405.13 X 1 I B 405.68 ° 40 J Map Legend Trees width of trunk in inches designation C.,3K Designation Key M - maple K - oak E - elm H - hickory R - poplar C - cherry A - apple S - spruce P - pine B - birch R - balsam fir G - magnolia HB - hornbeam CR - crabaple Objects oEMK emergency kiosk X lamp post field lamp (2' dia.) ® water valve -0- sign o concrete bollard 0 utility pole fire hydrant ❑ catch basin ® sewer cleanout Lines storm ST ST sanitary sewer SA SA water w w water APPROX-WA-WA wood guard rail-4-4-+-4-+-/-4- -/- chain-link fence -°-°-°-°- overhead wires - - underground elec. UE UE underground elec. APPROX UEA-UEA underground telecom uc uc underground telecom. APPROX -UCA UCA- underground fiber-optic Fo Fo Surfaces No Parking Zone X 399.96 \\ 5 . 397.7 SAN.MH. � 5 CH �99 MH RIM=403.54 ` RIM=403.60 INV.SW =395.39 \ BENCH INV.NW.=398.44 INV.NE 34 RIM S3A9N5 5 397.71� P INV.E=394.3494.34 INV.SW.=389.00 EDGE OF INV.NW.=389.00 39 SCULPTURE LANDSCAPING 95 INV.N.=389.20 CLUM r X398.28 4? INV.E.=388.95 39 .33 CB 2S BIRCH i GATE ° RIM=406.46 \ �� OS / j \ o� 39 �- LUMP 399 �^`I_ 8 3 6 2 9 .7 11 i h ° ASPHALT PARKIN �� _� DIRECTORY / \ f ~Q o1p r 5 ' % i� X395.47 BIRCH i / \ \ SAO� i 12 CC CLUMP BEN I=392.72 2 1 P \ X 406.41 � � �� � of SI I � EDGE OF LANDSCAPING S 1OS CONC. PAD / 0 BOULDERS \ ��, / TBM -P S �9j �._ . INV=393.89 X O RABAPL 1L 8 X 398.51 8 CONC. WAL I UE / \ BONNET NUT ON U �� 395.14 ; �\ I 92.12 39 ABS 3 • r OS O � Q� f 10 H FIRE HYDRANT 12 ,� •}� Sq moo/ �yq� „off V �c). 404 I 5p M 401 28 aQ �, 1 \ /ELEV=404.68 y \ SqU X3 4.45@ Pie \ SX397.41 ° 12S RAMP \ ( I .S. 39 58 Q 1 yQ' `� \ � 3? ` M 39 6 cam' � LAND SCAP NG INV.E =39 .66 \ J�0 t�, \ \ 96, i i �� ROW OF �B INV.N.=397.68 CB G \403 12S ELEC.BOX HEMLOCK TREES Ir I = 3 N R16\4403.6� SCULPTUR� CONC. LID INV.OUT=399.56 � y1zi W W ONC. t2 \ �� -_\\\ \ \ \ "0 \ \ �-'� /�------\� 39S PSp�j S\0� X396.5 15 o _' LID -FO Fo Fo-�---F �� IAN PING 96 ^` �y \40? TVa X 406.45 STEPS (TYP.) a �' �PP o .. - n� EO CFDA� ROW ��. \ \ v ��4.�_ "1 _ / / INVC393.49 Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was a violation of Section 7209 subdivision 2 of available. the New York State Education Law. P:\S\Skidmore College Southern Portion S13-178\Carlson\S13-178 Skidmore College Southern Portion.dwg CB RIM=411.1 72 CB s� RIM =411.2 °\°\ \�y C412 CROSSWALK _SIGN \\ CB °\ \ M=406.43 3 � eo ° \ os\\ CB \ RIM=405.22 METAL BFIR LID 0 10 FL \ LIGHTPOLE CONTROL CONC. WAL�. HANDHOLE ^- -- perimeter CROSSWALK WALKWAY WITH STONE BORDER LANDS21: SB se TBM ICK �S - �'� / BONNET NUT ON 2P 12P 36 10 FIRE HYDRANT \ 30 \ \ a oq ELEV=406.93 8M -C CROSSWALK / 2P/ \ \ SIGN \ o Nv ;4VK-, \\S E - \ 6NLAND \ \ 14SCAPING / -UE CONCRETE Z o � p0 o O a � _ o O yam; O 6 VCn o � �+ J u7 r- (D r` LO CO LO I I r` U 00 U �' a a� > U_ W ® a' � z A 0) z =_ > o- .z (N O O pIM O CD J 1 (D CV o N 11/17/19 TREES ADDED 11 /6/19 INV. INFO ADDED TO 2 MHs 9/26/19 1MORE TOPO, NE AREA 9/13/19 UNEWORK, TOPO AT NE AREA 9/6/19 SURVEY UPDATE DATE DESCRIPTION REVISIONS DATE: Feb. 7, 2014 JOB NO.: S13-178-S1.24 DRAWN BY: DES CHKD.BY: WMT TAX MAP: 999 SCALE: 50 1 " = 50' 0 50 100 S13-178-S1.24 L co o E :5Em a E_ �3U O E C "O L O C U) �O C O � C �co o U a).S 8- L C L CL V O N -a CO z = C mo�° U O .N O to V O 3 p) O c— C C Q O .m O BN N " 2 O Q � ?. SITE PREPARATION NOTES: 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. REMOVALS NOTES: 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 i 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 x RELOCATED; REFER TO ELECTRICAL DRAWINGS FOR SCOPE OF WORK. EROSION & SEDIMENT CONTROL NOTES: D, 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 :NTRANCE 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 I.Wf 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. LEGEND k� Scale. 1" = 40' " . .. t PROPERTY LINE REMOVE LIMIT OF WORK TENNIS COURT >............... ............ REMOVE _.,Ar ._._....... EXISTING CONTOUR STONE DUST SF SILT FENCE / GRAVEL REMOVE REMOVE VEGETATION PAVEMENT Planning Board #20191171 �I_ SKIDMORE COLLEGE FITNESS AND TENNIS FACILITY C A N imlii 0., N an, Eqm !wi`il, G,,,,,j 360 Madison Ave. 11th Floor New York, NY 10017 P: 212.972.9800 F: 212.972.9191 www.cannondesign.com 1:'t CONSIGLI CONSTRUCTION General Contractor 333 Seventh Avenue 117th Floor New York, NY 10001 U-m- The 11.1 1 THE LA GROUP Landscape Architect and Civil Engineer 40 Long Alley, Saratoga Springs, NY 12866 1 SITE PLAN APPLICATION 11/26/2019 2 INTERIM PRICING SET 12/20/2019 3 CITY COMMENTS 02/06/2020 4 CITY COMMENTS O4113/2020 Rev. Description Date z KEY PLAN Drawing Title: SITE PREPARATION, EROSION AND SEDIMENT CONTROL PLAN Project No.: 2016098 Checked by: DTM L=1 00 © 2019 The Cannon Corporation. 0 Q .a 3 NY1 ZMJW�IIIIM Map, A SKIDMORE COLLEGE FITNESS AND TENNIS FACILITY C A N 4 ( ma.,N)m N \ Dw*ob E S I G N 360 Madison Ave. 11th Floor New York, NY 10017 P: 212.972.9800 F: 212.972.9191 www.cannondesign.com CONSIGLI CONSIGLI CONSTRUCTION General Contractor 333 Seventh Avenue 117th Floor New York, NY 10001 Uk The LA GROUP THE LA GROUP Landscape Architect and Civil Engineer 40 Long Alley, Saratoga Springs, NY 12866 1 SITE PLAN APPLICATION 11/26/2019 2 INTERIM PRICING SET 12/20/2019 3 CITY COMMENTS 02/06/2020 4 CITY COMMENTS 04/13/2020 Rev. Description Date z KEY PLAN Drawing Title: SITE LAYOUT AND MATERIALS PLAN Project No.: 2016098 Checked by: DTM L=200 0 2019 The Cannon Corporation. RIM INV. IN, (NW) INV.;1N.(NE) INV. OUT (SE CB 1 8 RIM = g9.0 L-703 INV. IN (EXIST) = ±385.39 INV. OUT = 385.29 WILLIAMSON SPORTS CENTER 80 LF OF 24"-/ HDPE @ 0.5% L&.26LI CB 4---, RIM 1A7-95 DMH 2 RIM = 390.5 _. 24 0 LF 30 :::r..; RIM - 385.5 HDPE @ 0.4 ° a (HIV , IN (SW) = 380.65 0 ,ftiP b /° INV. IN = 381.73 \. l�v� 4lJT E 381.39 o INV. OUT = 381.6 ,, ti, .� .,_.ECQNTECCS-5 1 .� HYDRODYNAMIC SEI?ARAT L-70 _._..... ~.ENV. IN NNW) = 3$6 55 INV. OUT�EXIST.)s;,t380.6t\ �. FLARED END SSECT6N WITH RIPRAP OUTLET'APRO'N 1 INV. OUT - $80.22 ` 1 DMH 4 ' RIM = 391.0 tl INV. IN (NW) = 380.88 INV. IN SW = 1. ( ) 38 34 if:.INV. OUT (SE) 380.62 1 ,7i80 LF OF 30" HDPE @ 0.5% GRADING NOTES: 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%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. 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. 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 6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. 12. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 13. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND. 14. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 15. 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. LEGEND - - - -- PROPERTY LINE LIMIT OF WORK LINE ........�,........�._.....:........ . EXISTING TREELINE PROPOSED TREELINE ........... .4 2 3..........._.. ........... EXISTING CONTOUR 425 PROPOSED CONTOUR ..__......_.____...__.ti ,_..__..............._ EXISTING SANITARY :, EXISTING WATER LINE --..;.. -- EXISTING STORMWATER SAN PROPOSED SANITARY ST PROPOSED STORMWATER Planning Board #20191171 Approval Approved and ority of a resolution adopted '�� 40 0 10 20 30 40 z P and of the City of Saratoga Springs. lhiiri�prson Scale: 1" = 40' Date Signed:- I ' % J ,1"-# 1 wo " SKIDMORE COLLEGE FITNESS AND TENNIS FACILITY www.cannondesign.com i , ,.. . I CONSIGLI CONSTRUCTION General Contractor 333 Seventh Avenue 117th Floor New York, NY 10001 e LA GROUP THE LA GROUP Landscape Architect and Civil Engineer 40 Long Alley, Saratoga Springs, NY 12866 1 SITE PLAN APPLICATION 11/26/2019 2 INTERIM PRICING SET 12/20/2019 3 CITY COMMENTS 02/06/2020 4 CITY COMMENTS 04/13/2020 Rev. Description Date z KEY PLAN Drawing Title: SITE GRADING AND DRAINAGE PLAN Project No.: 2016098 Checked by: DTM L=300 © 2019 The Cannon Corporation. -ST >,.0 C (6 Q.o t6 L C 0 0 E �_ Qm 3 0 v U o 0C 0-E m � m4 0 MU �M-� U0N� z = c 0 o c o 0 0 o N U o U f- 0 7 .0 Y 0 m L ` C O N N 'C O<m ?i WATER SYSTEM NOTES 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 6-0". 2. ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED, PAINT SEAL COATED, 350 P.S.I. PRESSURE RATING. 6"X6" TAPPING SLEEVE AND 6" TAPPING VALVE WITH THRUST BLOCK EXISTING FIRE HYDRANT WILLIAMSON SPORTS CENTER 9 SKI DMORE COLLEGI FITNESS AND TENNIS FACILITY 360 Madison Ave. 11th Floor New York, NY 10017 P: 212.972.9800 F: 212:972.9191 www.cannondesign.com .�0 GL1 E"_f. rq: CONSIGLI CONSTRUCTION General Contractor 333 Seventh Avenue 117th Floor New York, NY 10001 Uct.) The LA GROUP .x..i_..,,wA k....:. THE LA GROUP Landscape Architect and Civil Engineer 40 Long Alley, Saratoga Springs, NY 12866 1 SITE PLAN APPLICATION 11/26/201� 2 INTERIM PRICING SET 12/20/201f 3 CITY COMMENTS 02/06/202( 4 CITY COMMENTS 04/13/202( Rev. Description Date z KEY PLAN Drawing Title: SITE WATER AND SANITARY PLAN Project No.: 2016098 Checked by: DTM L=400 ,.•---------------- _. <. PLANT SCHEDULE TREES AND SHRUBS KEY QTY. BOTANICAL NAME COMMON NAME PLANTING SIZE ROOT SPACING COMMENT AS 11 Abies balsamea BALSAM FIR 8-10' HT B&B AS SHOWN AM 7 Amelanchier x grandiflora'Autumn Brilliance' AUTUMN BRILLIANCE SERVICEBERRY 2 1/2"-3" CAL. B&B AS SHOWN CLUMP FORM CA 5 Clethra alnifolia SWEET PEPPERBUSH 48" SPD. CONT. AS SHOWN CO 4 Cephalanthus occidentalis BUTTONBUSH 48" SPD. B&B AS SHOWN HP 6 Hydrangea paniculata'Little Lime' LITTLE LIME HYDRANGEA 48" SPD. CONT. AS SHOWN JV 8 Juniperus virginiana EASTERN RED CEDAR 8'-10' HT B&B AS SHOWN QP 5 Quercus palustris PIN OAK 2 1/2"-3" CAL. B&B AS SHOWN QR 6 Quercus rubra RED OAK 2 1/2"-3" CAL. B&B AS SHOWN TP 10 1 Thuja plicata'Spring Grove' I SPRING GROVE WESTERN ABROVITAE 8'-10' HT I B&B AS SHOWN ALL TREES AND SHRUBS TO BE PLANTED IN MULCH CIRCLES OR MULCH BEDS. BIORETENTION BASIN PLANTINGS KEY QTY, BOTANICAL NAME COMMON NAME ROOT SPACING BAG 100 Andropogon gerardii BLUESTEM PLUG 24" O.C. BCX 375 Carex striae TUSSOCK SEDGE PLUG 12" O.C. BLS 205 Lobelia siphilitica CARDINAL FLOWER PLUG 18" O.C. BPR 115 Panicum virgatum'Ruby Ribbons' RUBY RIBBONS RED SWITCHGRASS PLUG 24" O.C. BRF 250 1 RudbecIda fulgida BLACK-EYED SUSAN PLUG 1a" O.C. BSA 360 Sadum'Autumn Joy' AUTUMN JOY STONECROP PLUG 18" O.C. .......... N LANDSCAPE NOTES 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. 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. 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. LEGEND PROPERTY LINE z / PROPERTY SETBACK \ ,\ 200 LAWN ' WILLIAMSON SPORTS CENTER \ BCX LIMIT I OF WORK LINE 65 OR k EXISTING TREELINE .; a ; ' BRF`.' ` z _ EDGE OF CLEARING \ �m LIMIT OF CLEARING 40 \ 3 BPR / i 5. EXISTING TREES E k : JI ` > ' 85 Q PROPOSED DECIDUOUS TREES 00 BRFF 175 f ti PROPOSED EVERGREEN TREES \ BCX O O PROPOSED SHRUBS 10 20 30 40 Scale: 1" = 40' Q Q Planning Board #20191171 Approval Approved under n y ova resolution adopted by la t1i 0oa d of the City of Saratoga Springs. i�r er n Date Signed: 0FA Nlf��4�*� SKIDMORE COLLEGE FITNESS AND TENNIS FACILITY CANVOMESIGN 360 Madison Ave. 11th Floor New York, NY 10017 P: 212. 972.9800 F: 212.972,9191 www.cannondesign.com CONSIGLI CONSTRUCTION General Contractor 333 Seventh Avenue 117th Floor New York, NY 10001 U-13 The L THE LA GROUP Landscape Architect and Civil Engineer 40 Long Alley, Saratoga Springs, NY 12866 1 SITE PLAN APPLICATION 11/26/2019 2 INTERIM PRICING SET 12/20/2019 3 CITY COMMENTS 02/06/2020 4 CITY COMMENTS 04/13/2020 Rev. Description Date z KEY PLAN Drawing Title: SITE LANDSCAPE PLAN Project No.: 2016098 Checked by: DTM L=500 © 2019 The Cannon Corporation. >..O C @ Qo E- :3P a 0 n � 3 0 U 0 E 0 crnCc? c OE � U 0 °a1=.S� o U O N n =Z_� g��o m (D 0 a) to U 0 �N�� rn o m �� Qc orno� CONSTRUCTION SPECIFICATIONS: 1. STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR EDGE OF EXISTING ROADWAY 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 .Q 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. 50'-0" 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIAL AREA STABILIZED WITH STONE AND WHICH BRAINS INTO AN OVER COMPACTED SUBGRADE APPROVED SEDIMENT TRAPPING DEVICE. 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. STABILIZED CONSTRUCTION ENTRANCE SCALE: NTS 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. TEMPORARY STOCKPILE c I a PROTECTION FENCE SCALE: NTS DRIP EDGE OUTLET CONTROL STRUCTURE LIGHT STONE FILL, TYP. HALF PLAN VIEW q1_ A11 NYSDOT #1 1 STONE 2�'I` LIGHT STONE FILL, TYP. SECTION VIEW TEMPORARY INLET PROTECTION 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. OUTLET CONTROL STRUCTURE FILTER FABRIC KEY TRENCH SCALE: NTS NOTE: 1. SILT SACK SHALL BE MAINTAINED & REMOVED ONLY AFTER ACCEPTANCE OF ROADWAY. �N� DOFF SILT SACK SHALL BE CLEANED PERIODICALLY 40 IF TO KEEP CATCH BASIN WORKING PROPERLY �p 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 OR IN -PAVEMENT STRUCTURES ONLY DURING USE SILT SACK UNDER GRATE TO CONTROL SEDIMENT RUNOFF. AND AFTER INSTALLATION OF PAVEMENT. ENS SACK SHALL BE MAINTIANED AND ENRv OFF CLEANED ON A REGULAR BASIS (SEE NOTE) INLET PROTECTION - FINISHED PAVED AREAS A n" 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. SCALE: NTS `--EROSION CONTROL MATTING; SHALL BE MANUFACTURER'S INSTALLATION NOTES: NYSDOT APPROVED FOR TYPE B, CLASS II APPLICATIONS. 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. 7 EROSION CONTROL MATTING ORANGE POLYETHYLENE WARNING FENCE WATERPROOF PERMANENT SIGN READING: "TREE PROTECTION AREA" z 60 METAL POST SCALE: NTS 8' MIN. 0 0 0 0 O 0 G o a o 0 0 CONCRETE WASHOUT CONCRETE WASHOUT SIGN STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC LINING (V� SCALE: NTS WOOD OR METAL STAKES (2 PER BALE) 10 MIL PLASTIC NOTE: LINING 1. WASHOUT AREA SHALL BE SIZED BY THE ,--STRAWBALES STAKED CONTRACTOR TO ADEQUATELY CONTAIN INTO GROUND CONCRETE CLEANOUT. 2. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. CONCRETE WASHOUT SCALE: NTS STAKE 2"X4" WOOD FRAME FABRIC + + + + + + + + + + + + + + + + -III-III-III-III-III-II a I I11=1 I M I 1=1 11=1 11-1 I I I -1 I I -III -III -I i I -III- � .4 CONSTRUCTION SPECIFICATIONS: r 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. BURIED 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE FABRIC NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. ( I 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. I' I I I III f f f 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 f f FABRIC FOR OVER FLOW STABILITY. -III III III=�) INLET PROTECTION - FINISHED PAVED AREAS I^IklT nrwl r-"rr� nr�rn �... , ....,..... ,,...,.. SCORE JOINT CONCRETE PVMT. EXPANSION/SCORE JOINT SCALE: NTS 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, NOTES: SCALE: NTS 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, TOP COURSE - NYSDOT ITEM DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE 402.098302 - 9.5F3 H.M.A., 80 TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. SERIES COMPACTION BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE QUI E STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. --TACK COAT - NYSDOT ITEM 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE 407-0102 DILUTED THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. BINDER COURSE - NYSDOT ITEM a ` 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING 402.198902 -19F9 H.M.A., 80 AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. a SERIES COMPACTION PG BINDER {LIQUID ASPHALT} ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER 1 AND SHALL BE PAID BY THE CONTRACTOR, > GRADE SHALL BE PG-64-22 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO x,: COMMENCING PAVING OPERATIONS. " �" COMPACTED GRAVEL - 5. SEE PLANS FOR WALKING PATH AREAS WITH STAMPED \\ \\\ NYSDOT TYPE 2 SECT, ASPHALT FINISH. 304) COMPACTED TO 95% STANDARD PROCTOR PAVEMENT TOP BINDER GRAVEL �. TYPE COURSE COURSE COURSE UBGRADE - COMPACTED TO 90% STANDARD PROCTOR ASPHALT PAVEMENT BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO J 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 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 TYPE 2 VEHICLE TRAFFIC LOADING GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: 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. CONCRETE PAVEMENT ■ i A ROADWAY 1-1/2" 3" 12" B WALKING 1-1/2" 1-1/2" 6" PATH SCALE: NTS CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD 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. Planning Board #20191171 Approval Approved under I y o a resolution adopted b I o rd of the City of Saratoga Springs. one ' Date Signed: SCALE: NTS SKIDMORE COLLEGI FITNESS AND TENNIS FACILITY CANNONDNE.blGN 360 Madison Ave. 11th Floor New York, NY 10017 P: 212.972, 9800 F: 212.972.9191 www.cannondesign.com CONSIGLI CONSTRUCTION General Contractor 333 Seventh Avenue 17th Floor New York, NY 10001 T THE LA GROUP Landscape Architect and Civil Engineer 40 Long Alley, Saratoga Springs, NY 12866 f e d CAP 1 SITE PLAN APPLICATION 11/26/2019 2 INTERIM PRICING SET 12/20/2019 3 CITY COMMENTS 02/06/2020 4 CITY COMMENTS 04/13/2020 Rev. Description Date z KEY PLAN Drawing Title: SITE DETAILS Project No.: 2016098 Checked by: DTM L=700 © 2019 The Cannon Corporation. 6" COURSE (TYPE 2); COMPACT TO 95% MODIFIED PROCTOR'S DENSITY G RAVEL PATH CROSSWALK BOLLARD E Q,o E: �3U o E c 0 L O C(n0C OZ 2 0 � U 0 CL I= L U a N -0 =Z= o c a) 0 0 U N ,N a) N U L X_ a) rn.U)oC � Q c N .= m u 24" 3' 24" � I- 0 w _ 0 g J O _m O c_z L 0 0 rs - W 0 0 Z I— O O U_ z 0 v FINISHED GRADE 2" STONE DUST GEOTEXTILE FABRIC MIRAFI 50OX COMPACT SUBGRADE TO 90% STANDARD PROCTOR. EYE -BOLT BROWN PLASTIC SLEEVE TO COVER ENTIRE EXPOSED SURFACE OF BOLLARD CONCRETE FILLED 6" DIA. RIGID GALVANIZED STEEL PIPE 12" DIA. MIN. CONCRETE FOOTING SCALE: NTS SCALE:NTS SCALE: NTS SCALE: NTS 36'-0" TYP. 18' 0" 9'-0" _ ,_ 27'-0" TYP. ,1 TIP. 9 II3' 7YP CV 216'-0" k 54'-0" 1 I� z w _ TW I i ^I I 27'-0" _I � TP. -„4'I Z2'X4" CENTER MARK TENNIS COURT FENCE 10' HTI. - 01 rLACK PVC COATED CHAIN L'NK FENCE, OSTS @ 8' O.C. MAX. i TENNIS COURT LAYOUT NET STRAP GROUND ANCHOR s L 8 CONTROL JOINT L-7fl1 COURT EDGECL71 TENNIS COURT NET STRAP LOCATED IN CENTER OF COURT. .•' °°"°'"'° TENNIS COURT Ef NET POST, = TYPICAL EACH v SIDE OF COURT im 4t.H 1Q TENNIS 701 COURT ASPHALT PAVEMENT CONCRETE 5. r-, ; NET POST \�\ FOOTING \ \.: DRAIN TUBE L. \ TO EXTEND CONCRETE NET STRAP --ri. "z " .. ?''' TO BASE Y.. MATERIAL ANCHOR FOOTING COMPACT SUBGRADE 6" SUBGRADE 6" 24" SQ. 6" TENNIS NET POST AND STRAP ANCHOR TENNIS COURT ASPHALT PAVEMENT TENNIS COURT -701 CHAIN LINK FENCE UNLESS OTHERWISE NOTED ON PLANS v—FINISH GRADE -18"o CONCRETE —_ FOOTING. TYPICAL EACH FENCE POST TENNIS COURT EDGE SCALE: NTS 4" O.D. CORNER, PULL, LINE POSTS 3.5" O.D. PIPE RAIL END TYP & END POSTS. POST CAP 4' O.C. TYP TOP RAIL 1.66" TYP 81O.C. TYP 81O.C. TYP O.D. PIPE TENSION BAR *000 1.66" O.D. RAIL ABOVE SINGLE WIRE TIES LEAF SWING TYP a;< ` GATES (TYP) K ' cc G O Cn 1.66" O.D. MID W ;`\\.. :.. Cn O a RAILS MIDWAY \ UP FABRIC (TYP) 1" 314" X 1 314" 9 GA. C.L. MESH. POST BAND TYP) 15" O.C. TYP �* v: 1.66" O.D. BOTTOM FINISH a ru a RAIL (TYP) GRADE w �w r r v i lr ;1i r CONCRETE FOOTER is AT ALL . co POSTS. (TYP) N_....._ N 18" OTYP COLOR COATING 1 1/2" ASPHALT TOPCOURSE 2" BINDER COURSE SCALE: NTS SCALE: NTS L 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. CONTROL JOINT SCALE: NTS CORNER, GATE, END AND PULL POSTS WIRE TIES RAIL END OR 1 314" C.L. MESH 8 1"O.C. MAX. O.C. DOUBLE RAIL 1.66" O.D. CORNER, GATE, END TOP END AS NEEDED BOTTOM RAIL AND PULL POST. AND BOTTOM POSTS POST BAND 1 3/4" C.L. AND 15"O.C. MAX. MESH RAILS CARRIAGE 4" FROM TOP ! ,.. '� AND BOTTOM TENSION BAR TO 1 3/4" BOLTS WIRE TIES � � ENGAGE EACH C.L. MESH @ 18" O.C. FABRIC LINK (TYP) WIRE TIES AT POSTS & RAILS BOTTOM RAIL TENSION BAR ATTACHMENT 1 TENNIS COURT CHAIN LINK FENCING 1'" TOP COURSE -- TENNIS COURT COLOR COATING--\ �1N N s 00 2" BINDER COURSE 8" GRANULAR SUBBASE (2) 4" LAYERS TYP. \--GEOTEXTILE FABRIC COMPACTED SUBGRADE TENNIS COURT ASPHALT PAVEMENT Planning Board #20191171. Approval Approved under ority a resolution adopted b PB rd of the City of Saratoga Springs. a,,� pe on Date Signed. SCALE: NTS SCALE: NTS SKI DMORE COLLEGE FITNESS AND TENNIS FACILITY C"" " A NN 0 Nn. om , " Ew" S*'*, I G N 360 Madison Ave. 11th Floor New York, NY 10017 P: 212.972.9800 F: 212.972.9191 www.cannondesign.com CONSIGLI CONSIGLI CONSTRUCTION General Contractor 333 Seventh Avenue 117th Floor New York, NY 10001 The A GROUP THE LA GROUP Landscape Architect and Civil Engineer 40 Long Alley, Saratoga Springs, NY 12866 1 SITE PLAN APPLICATION 11/26/2019 2 INTERIM PRICING SET 12/20/2019 3 CITY COMMENTS 02/06/2020 4 CITY COMMENTS 04/13/2020 Rev, Description Date z KEY PLAN Drawing Title: SITE DETAILS Project No.: 2016098 Checked by: DTM =7 Cc� W11A Tha >,.o c ca E Q,o a m N .0 Q. 3 0 v U o E c 0 - 0 c cn o � o� >1m m n 0 .S m U � 0 � L U O N m c Z o� �.o N 70, p) O m a c o rn N a) N - - . DECIDUOUS TREE PLANTING EVERGREEN TREE PLANTING IVIIIY. SHRUB PLANTING n 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. STAKE AND GUY TREE -CONTRACTOR SHALL PROVIDE METHOD AND MANUFACTURER SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL. NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL AWAY FROM TRUNK. 3" HT. PLANTING MIX SAUCER AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE NOTES: TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. NEVER CUT A LEADER. TREE SHALL BE PLUMB & STRAIGHT. 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. SALV. TURNBUCKLE >1 PER CABLE 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL AWAY FROM TRUNK. 3" 0 X 2'-0" CEDAR STAKES, 3 PER TREE, DRIVEN IN AT A 25° ANGLE; STAKES TO BE OUTSIDE OF TREE PIT. 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 ROOT FLARE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT BORE TO PREVIOUS EXISTING GRADE 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 SCALE: NTS SCALE: NTS SCALE:NTS KEYSTONE RIDGE BENCH: MCCONNELL STYLE, GREEN BENCH c r BOLT BENCH TO CONCRETE PAD PER MANUFACTURER RECOMMENDATIONS 8'-0" IL DUMPSTER ENCLOSURE PRIVACY FENCE SCALE: NTS 6X6" SQUARE PRESSURE TREATED POST WITH BOSTON TOP, 8' O.C. 3/4" X 5-3/4" #2 SHIPLAP 2X4" PRESSURE TREATED BACKING RAILS (TOP, MIDDLE, AND BOTTOM), SECURE TO POST WITH 16D GALV. NAILS BASE OF FENCE PANEL 1-2" ABOVE FINISH GRADE SCALE: NTS Planning Board #20191171 Approval Approved underro ority o a resolution adopted =�-� PIpA*@rdof the City of Saratoga Springs. Date Signed: ' 1 J `i1 `20 SKIDMORE COLLEGE FITNESS AND TENNIS FACILITY 360 Madison Ave. 11th Floor New York, NY 10017 P: 212.972,9800 F: 212.972.9191 www.cannondesign.com CONSIGLI CONSTRUCTION General Contractor 333 Seventh Avenue 117th Floor New York, NY 10001 Loll The :. zGR' OUP THE LA GROUP Landscape Architect and Civil Engineer 40 Long Alley, Saratoga Springs, NY 12866 ."r R.�'��.t ai✓�ft �:}1... 1 SITE PLAN APPLICATION 11/26/2019 2 INTERIM PRICING SET 12/20/2019 3 CITY COMMENTS 02/06/2020 4 CITY COMMENTS 04/13/2020 Rev. Description Date z KEY PLAN Drawing Title: SITE DETAILS Project No.: 2016098 Checked by: DTM L=702 Q -0 © 2019 The Cannon Corporation. ao m CD 0. E=0 o Cc:o C U) C: O _C T (Q f-m ::— � U Q. 0 i . C i �o oQ-0 U O N sT =z=� 13 0 c a c 0 m N O O .Cz2=5 � -0:3 o,Yom .—= nc CD Lm N cCD HEAVY-DUTY CAST IRON FRAME AND GRATE IN GRASS I IN PAVED ASPHALT OR CONCRETE PAVING CONC. GRADE RING AS REQ'D. SEE GRADING AND DRAINAGE PLAN FOR SPECIFIC o z_ INVERT ELEVATIONS 6" 2'-6" 6" & PIPE DIAMETERS. SQ. MI m 12" IN. CRUSHED STONE BASE COMPACTED DROP INLET SUBGRADE TOPSOIL YARD DRAIN 50/50 MIX OF DOT ITEM 620.03 STONE FILL LIGHT & DOT ITEM 620.04 STONE FILL MEDIUM CORRUGATED HDPE STOR SEWER PIPE; REFER TO PLANS FOR SIZE & LENGTH HDPE FLARED END SECTION 1 2' MIN. 2% (MIN.) ALUMINUM EDGE RESTRAINT, TYP. PROVIDE 18" STAKES AT 24" O.C. OR AS RECOMMENDED BY MANUFACTURER GEOTEXTILE SEPARATION FABRIC COMPACTED SUBGRADE SCALE:NTS SCALE:NTS SCALE:NTS PROPOSED FINISHED GRADE - SEE PLANS GALVANIZED STEEL Z FLARED END - g SECTION 0 10' MIN. PLAN VIEW FLARED END SECTION DETAIL 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 MIRAFI 160N FILTER FABRIC UNDER FLARED END SECTION & RIPRAP SECTION VIEW * TO BE USED AT ALL OPEN PIPE ENDS FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED HOLE STAINLESS STEEL BAND CLAMP EXISTING M.H. INVERT. INVERT TOP OF BASE SLAB M PRECAST CONCRETE 3'-0" MAX BASE SECTION CONNECTION TO EXISTING MANHOLE DETAIL Iz 10 PIPE WASH 2" t PER FOOT A t CHANNELDEPTH 0.8 PIPE I.D. + INVERT SAWED HALF PIPE CONCRETE BENCHWALL 4,000 PSI MIN. SECTION B-B ALIGN 0.8 DEPTHS OF DIFFERENT SIZE PIPES 2" t PIPE PROJECTION INTO MH, TYP. B f--i B A01 B fA J — %FORM SMOOTH B� CURVE ONE-WAY INVERT PLAN MULTIPLE INVERT FORM SMOOTH 1/2" PER CURVE FOOT (MIN.) PITCH ACROSS MH NVERT IN 0.10' (MIN.) - 2'-6" (MAX.) INVERT OUT 0.8 I.D.STANDARD INVERT SECTION A -A SMOOTH DROP INVERT FILLET MANHOLE BENCHWALL SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. 8" PRIOR TO PLACEMENT OF NEW PVMT. MIN EXIST. PVMT. KEY JT LAWN RESTORATION PVMT. RESTORATION AS SPECIFIE� TOPSOIL & SEED NEW. PVMT, SEE DETAIL SCALE:NTS ITEM DEPTH MATERIAL METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN. CRUSHED STONE MECHANICAL COMPACTION PIPE ZONE BACKFILL 12" MIN. CRUSHED STONE MECHANICAL COVER COMPACTION FINAL TRENCH BACKFILL VARIES SEE NOTE MECHANICAL COMPACTION Cn nor crx LU af TO NEW PVMT. DETAIL CD'J ww 0 BURIED METALLIC NOTES: LU U U IDENTIFICATION 1. FINAL TRENCH BACKFILL a WARNING TAPE 1.a. IN NON -PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE a `° = z cw FINAL TRENCH BACKFILL ENGINEER OF RECORD; OTHERWISE IT SHALL BE Q `°" (SEE NOTE) STRUCTURAL FILL. MIN. MOD. PROCTOR DENSITY SHALL BE 85 > o PERCENT. 'n =' PIPE ZONE BACKFILL 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE 117777, STRUCTURAL FILL. MIN. MODIFIED PROCTOR DENSITY SHALL PIPE ZONE BEDDING BE 95 PERCENT. off' MAT'L 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 z COMPACTED TO THE SATISFACTION OF THE ENGINEER. PIPE O.D. + 24" 3. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. C `o MIN. TYPICAL PIPE 7i iiiiiTRENCH SCALE: NTS FRAME AND GRATE, CAMPBELL FOUNDRIES CEMENT MORTAR ALL NO. 2816B OR APPROVED EQUAL AROUND FRAME F.G. PAVEMENT PITCH -----._ ---- PITCH PRECAST CONCRETE GRADE AS REQUIRED; z CEMENT RINGS, MORTAR SHALL BE PLACED - BETWEEN SECTIONS AND ON ENTIRE m EXTERIOR. SCALE:NTS SCALE:NTS 2' REINFORCED PRECAST CONCRETE BARREL - SECTIONS AS REQUIRED, MANUFACTURED IN -' 4'-0" DIAM. 8" € ACCORDANCE WITH ASTM C478-85a. ° ...........SHIPLAP JOINT MADE WATERTIGHT WITH - - a BUTYL ROPE BETWEEN STRUCTURE SECTIONS APPLY BITUMASTIC JOIN w PIPE SIZE & ° COMPOUND ALL AROUND AFTER ASSEMBLY. INVERTS AS > - INDICATED SELECT GRANULAR BACKFILL. ON PLANS. FLOW —~- PIPE & SLOPE AS PER PLAN (Typ) 12" SUMP :..... : BOOT TYPE FLEXIBLE MEMBRANE SLEEVE. a :��..: d d z "REINFORCED;.. PRCA T INTEGRAL •:: : :........ WALL AND BASE SECTION. _..: 12 CRUSHED STONE BASE CATCH BASIN • 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 SCALE: NTS GRAE NOTES: SECTION A -A 0 ROOFING FELT 'HRUST BLOCK r WATER MAIN (OR SEWER FORCE MAIN) CONCRETE THRUST BLOCK SCHEDULE 4,000 P.S.I 77 71-77. W;WIDTH UNDISTURBED SOIL PLAN (TYP.) X. A. j L �\ NOTE: RETAINING GLANDS ACCEPTABLE FOR USE AS APPROVED BY CITY ENGINEER. 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN Vt = LD (W + I.D.) - I.D. THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY WHERE: �ts YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED. V =VOLUME IN CUBIC YARDS 2. CONCRETE NOT TO OVERLAP ANY JOINT. L = LENGTH OF BLOCK IN FEET D = DEPTH OF BLOCK IN FEET 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH W =WIDTH OF BLOCK IN FEET REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. I.D. = INSIDE DIAMETER OF PIPE IN FEET 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS 6. REQUIRED BEARING AREAS ARE BASED ON LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. 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. REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS TEE 90° (1/4) BEND 45" (1/8) BEND 2-1/2° (1/16) BEND 1-1/4° (1/32) BEND PIPE SIZE INCHES AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ, FT. DIMENSIONS AREA SQ. FT. pIMENSIONS AREA SQ. FT. DIMENSIONS D x L D x L D x L x L D x L 6 3.2 1.5x2.5 4.5 2.0x2.5 24 1.5x2.0 1.2 1.0x1.5 0.6 0.5x1.5 THRUST BLOCK DETAIL SCALE:NTS 1 PIPE LENGTH (18'-0"MIN.) PROPOSED FINISHED GRADE OR EXISTING GROUND LINE (2) 3/4" 0 THREADED TIE RODS, TELESCOPIC PATTERN VALVE BOX PER WASHERS & NUTS AS CITY OF SARATOGA SPRINGS SPECIFIED; APPLY (2) COATS OF STANDARDS COAL TAR EPDXY PAINT FOLLOWING ASSEMBLY (20 MILS PROPOSED 6"x6" TAPPING SLEEVE AS MIN. DFT TOTAL), TYP. EXCAVATION BACKFILL INDICATED ON THE PLANS AND COMPACTION PER > MECHANICAL JOINT RETAINER CITY OF SARATOGA 0 GLAND FOR DIP PIPE, AS REQ'D. SPRINGS STANDARDS z EXISTING 6" DUCTILE IRON PIPE WATER MAIN in 6"0 DIP, CL 52, WATER MAIN PER CITY OF SARATOGA SPRINGS STANDARDS. AS INDICATED ON THE PLANS. 3,000 PSI MIN. CAST -IN -PLACE . a CONCRETE ° THRUST ° BLOCK Q UNEXCAVATED/ 0 0 ° UNDISTURBED 7777 EARTH CRUSHED STONE PIPE BEDDING, AS 12" X 12" SOLID PRECAST MECHANICAL JOINT TAPPING VALVE & M.J. SPECIFIED CONCRETE BLOCKS (6" MIN. THICK) RETAINER GLANDS PER CITY OF SARATOGA SRPINGS STANDARDS CONNECTION TO EXISTING WATER MAIN Planning Board #20191171 Approval Approved under ority f a resolution adopted -,Ze b e PI n ' Bard of the City of Saratoga Springs. rp son Date Signed: _11`_21v SCALE:NTS SKIDMORE COLLEGI FITNESS AND TENNIS FACILITY 360 Madison Ave. 11th Floor New York, NY 10017 P: 212.972.9800 F: 212.972.9191 www.cannondesign.com CoONSIGLI CONSIGLI CONSTRUCTION General Contractor 333 Seventh Avenue 117th Floor New York, NY 10001 The ,,.," N GROUP THE LA GROUP Landscape Architect and Civil Engineer 40 Long Alley, Saratoga Springs, NY 12866 1 SITE PLAN APPLICATION 2 INTERIM PRICING SET 3 CITY COMMENTS 4 CITY COMMENTS 11 /26/2019 12/20/2019 02/06/2020 04/13/2020 Rev. Description Date va z() KEY PLAN Drawing Title: SITE DETAILS Project No.: 2016098 Checked by: DTM L=703 © 2019 The Cannon Corporation. m _o E E a.° m m a)_°c Q = .§ o U -°ao ° U ° C m o � U Q � .� L� 8 H U O (ND A> °Z=C ° � O C� `m ° o U�aa) o .mac U) � rn o @ �-ran Qc N `- Q FINISHED GRADE-_ x \ \\ , FULL LENGTH OF PIPE CENTERED ON SEWER LINE * SEE NOTE WATER LINE SANITARY SEWER (GRAVITY OR FORCEMAIN OR STORM SEWER * 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 " MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO SEWER, WITH BOTTOM OF WATER MAIN 18 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. UTILITY CROSSING DETAIL 12" 6" 1zaE TOP OF BASIN ELEV, 395.0 Evi T(lD !'lC 1A/CID CI C\/ 40A !1 BOTTOM 6„J. OF POND PERMANENT EROSION CONTROL FABRIC SCALE: NTS 7� 3' EXISTING \�\\\ \:\ GRADE ' TOP OF BASIN 18' ELEV. 395.0 TOP OF WEIR \ .. ELEV. 394.0 `-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. OVERFLOW WEIR SCALE: NTS tol- I. 3'-6" MIN. � 2'-6" MIN. PREFERRED NOTES: PREFERRED AS FAR AS POSSIBLE AS CLOSE AS MAINS SHALL BE VALVED TO INSURE 2'-6" POSSIBLE THAT WATER FLOW IS NOT INTERRUPTED PREFERRED TO MORE THAN TWO HYDRANTS AT ANY GIVEN TIME. ::t1'-6" MIN. SARATOGA STD. 5'-0" MAX. FLUSH WITH PAVEMENT OR ALL HYDRANTS AND VALVES SHALL MUELLER CENTURION A-423 I 1" REVEAL IN OPEN RIGHT. W/4" STORZ CONNECTION Z TURF AREAS BREAK FLANGE (0 FINISHED PAINT SCHEDULE: LOWEST PART OF GRADE BOLTS TO BE 11, COLOR OF SIZE OF BONNET AND COLOR OF ABOVE F.G. AND A MAX. w MAIN CONNECTOR COVERS BARREL 8" ABOVE F.G. D `° 6" BLUE YELLOW z VALVE BOX ' 10" BROWN YELLOW (TELESCOPIC TVALVE 6" M.J. 12" GRAY, BATTLESHIP YELLOW c o PATTERN) SATRATOGA E9 14n GREEN, LIGHT YELLOW POLYETHELENE 0 0 '�' TD. - w 16 ORANGE YELLOW BUILDING PAPER MUELLER = " BLACK YELLOW z A-2360) 24" YELLOW YELLOW Of CRUSHED STO TIE ROD MAIN SIZE 1 AND 1A ° DRAT CONCRETE THRU ° \ BLOCK. 3,000 p (NOT REQ'D IF R.G. ` M.J. CONCRETE THRUST OR TIE RODS ARE ANCHORIN BLOCK. 3,000 p.s.i. USED) 3/4" TIE -ROD FOR BEDDING, PIPE ZONE TEE (TYP•) THRUST RESTRAINT (ONE EACH SIDE) BACKFILL TYPICAL TO OR RETAINER GLAND TRENCH DETAIL REQ'D. A.O.B.E. 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. 1 FIRE HYDRANT DETAIL SCALE: NTS CAST IRON MANHOLE FRAME AND COVER LABELED "STORM" SOLID COVER RIM = 390.5 CONTRACTOR TO CONTRACTOR TO GROUT TO FINISHED PROVIDE GRADE GRADE RINGS/RISERS SCALE: NTS PLANTING AS SPECIFIED I \r 2" MULCH LAYER sa° BIORETENTION SOIL MIX _ _ _ _ _ _ NYS DOT #2 STONE WITH y' MIRAFI 160N FILTER co FABRIC. MIN. 12" OVERLAP t 4" PERFORATED PVC _;.< - - PIPE, TYPE B PATTERN 20 MIL POLY 4"SOLID PIPE WATERPROOF LINER SPECIFICATIONS: 1. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND OR LOAM TEXTURE PER USDA. MAXIMUM CLAY CONTENT IS 10%. GRADATION: CHEMICAL ANALYSIS SIEVE % PASSING BY WEIGHT MIN. MAX. PH RANGE 5.2-7.0 #10 100 ORGANIC MATTER 1.54% (BY WEIGHT) #20 78 95 MAGNESIUM 35LB. PER AC #40 67 87 PHOSPHORUS 75LB/AC #60 48 78 POTASSIUM 85LB/AC #100 40 75 SOLUBLE SALTS NOT TO EXCEED 500 PPM #200 28 63 #270 22 55 .002 2 7 2. FILTER MEDIA SOIL SHALL HAVE A UNIFORM MIXTURE OF 70% SAND (ASTM C-33 SAND) AND 30% TOPSOIL WITH AN AVERAGE 5% OF ORGANIC MATERIAL SUCH AS COMPOST OR PEAT, ETC. 3. 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. 4. FILTER MEDIA SOIL SHALL BE FREE OF STONES, STUMPS, ROOTS OR OTHER WOODY MATERIAL OVER 1" IN DIAMETER, BRUSH OR WEED SEEDS. 5. 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. 6. NO HEAVY EQUIPMENT SHALL BE USED WITHIN BIORETENTION AREA. 7. MULCH SHALL BE SHREDDED HARDWOOD, WELL AGED A MINIMUM 6 MONTHS. 8. GEOTEXTILE FABRIC SHALL MEET CLASS C. APPARENT OPENING SIZE (ASTM D-4751 GRAB TENSILE STRENGTH ASTM D-4632 AND BURST STRENGTH (ASTM-D-4833). 9. PLANTING SHALL BE IN ACCORDANCE WITH PROJECT PLANS, PLANTING NOTES AND DETAILS. BIORETENTION AREA SCALE:NTS TOP OF POND= 391'- ,---TOPSOIL AND SEED 6" DEEP CLAY LAYER MIN. 50% PASSING #200 SIEVE AND MAX PERMEABILITY OF 1X10-5 CM/SEC POND LINER 389' - ,-BOTTOM OF POND= 386' SCALE: NTS FINISHED GRADE 2'-6" ��...� OP'NING CAST IRON MANHOLE FRAME AND COVER - CAMBELL #1016 OR EQUAL, TOP SURFACE '\ ' ``; „', t CHECKERED AND LABELED "SANITARY SEWER" WITH LIFTING NOTCHES &VENT HOLES AS REQUIRED. FRAME TO BE SET PARALLEL TO AS REQ'D TO ADJUST CONE* ,Y 8�' 8" \ TO FINISHED GRADE. EXTENSIONS \\ IOPE OF \\\\\ \\��\pAVOEMENTANDSS AND NFLIUSDHITO 1/4NAL L BELOW F.G. \\ \\ ?................, ) USE PRECAST UNITS \ N \\f\\\ \\ \ PRECAST CONCRETE GRADE RINGS 6"(MIN.) TO 20"(MAX.) NO CONCRETE ECCENTRIC BRICK SHIM COURSES \\ \\ CONE o hCV SECTION, PRECAST CONCRETE SECTIONS - \\\ \�\�\\\\\,_ 4,000 p.s.i. AT 28 DAYS, AIR - REINFORCED PLASTIC NON -SLIP \,\\\\\\\\�\ ENTRAINED \\ \\\ \\ STEPS PER NYSDOT 725-02.01 FOR SANITARY MANHOLE, JOINTS \\ BUTYL SEALED -INDUSTRY STD. OR A.O.B.E. FOR SANITARY MANHOLE, BOOT TYPE RISESECTION Q \ �� 5 FLEXIBLE MEMBRANE SLEEVE FOR \\` 4'-0" I D MIN.* PIPE TO MEET ASTM SPEC. NO.C-923 �\\��\..�\�'; 2„ PER (SHOP DRAWINGS REQ'D) 1.) ALL MANHOLES TO BE PLACED IN \\\\\ € CIRCUMFERENTIAL ANY TRAFFIC AREAS SHALL MEET AASHTO HS20-44 WHEEL LOADING \\\�\ d o REINFORCEMENT 0.12 sq. in. PER LIN. REQUIREMENTS. "v \�`\\, � °O ( 4000 PSI CONCRETE BENCHWALL 0\ \ , o FOR SANITARY MANHOLE F \\\ ° ' b ° ' Q \. \ SIZE AND LOCATION OF PIPES BOTTOM\\\�\\ AS SPECIFIED SECTION N \ ` `\ \\ \ \ „ \ \ $ -12" CRUSHED STONE - #1 OR #2 . \ ._ � _ `\ . \\ z . \. NOMINAL SIZE OR GRADATION �t� A 0 B E UNDISTURBED SUBGRADE OR \���\\\�\�\�� �\\��\�\�\� ADDITIONAL FOUNDATION STONE A.O.B.E. SANITARY MANHOLE 10" CRUSHED STONE - (NYSDOT #1) SANITARY CLEANOUT ELEV.=389.00' ELEV.=387.40' ELEV.=386.00' ELEV.=389.0' 24" WIDE X 6" HIGH ORIFICE ELEV=387.4' 3" WIDE X 3" HIGH STONE RIPRAP, ORIFICE 12" DEEP ELEV=386.0' FINISHED GRADE TX 3' 6' SELECT GRANULAR BACKFILL UNDISTURBED OR 121'SUMP, TYP. COMPACTED SUBGRADE OUTLET CONTROL STRUCTURE SCALE: NTS LETTERING ON COVER: SAN. SEWER FINISHED GRADE FOR PAVED AREAS WITH FRAME & COVER ;- r... SYRACUSE CASTINGS NO.4155 CAST IRON FRAME & COVER, OR EQUAL 1/8 LONG SWEEP BEND 4" SDR 26 PVC 6" BUILDING LATERAL 24" WIDE x 6" HIGH ORIFICE 3"0" ORIFICE 24" HDPE CULVERT ELEV=386.0' ` \ 12" THICK BASE '- STORM SEWER PIPE INLET SECTION SCALE: NTS SCALE: NTS Planning Board #20191171 Approval A proved under authority of a resolution adopted 1 �% �,.. th `P�Nng� Board of the City of Saratoga Springs. � h*person V Date Signed: 1 I 1 i SKI DMORE COLLEG FITNESS AND TENNIS FACILITY CALml NNNNNN`� Nn,,,�\4mEq N 360 Madison Ave. 11th Floor New York, NY 10017 P: 212.972.9800 F: 212.972.9191 www.cannondesign.com (_'d"0 CONSIGLI CONSTRUCTION General Contractor 333 Seventh Avenue 117th Floor New York, NY 10001 RO Th 5 e L�� THE LA GROUP Landscape Architect and Civil Engineer 40 Long Alley, Saratoga Springs, NY 12866 1 SITE PLAN APPLICATION 11/26/2019 2 INTERIM PRICING SET 12/20/2019 3 CITY COMMENTS 02/06/2020 4 CITY COMMENTS 04/13/2020 Rev. Description Date Z KEY PLAN Drawing Title: SITE DETAILS Project No.: 2016098 Checked by: DTM L=704 © 2019 The Cannon Corporation. LECTRICAL kND TELEDATA NCOMING >ERVICE LEVEL 0 _FLOOR PLAN 1/16" = V-0" � I I -_ -_ I -.- - of 130'-0" #4@ 12" HORIZ i, #4@12" = VERT T/GRADE w Z_ N 3'-0" M I N T/GRAD E q I..-- IMPERVIOUS MATERIAL #8@12" DRAINAGE COURSE #8@12" - SUB SURFACE DOWELS DRAIN #4@ 18" �j #4@12" #6@12" 2'-0" 1'4" 8'-0" NOTES: 1. PROVIDE 2 INCHES OF CLEAR COVER UNLESS NOTED OTHERWISE. 2. ROUGHEN JOINT BETWEEN WALL AND FOOTING TO A 1/4-INCH AMPLITUDE. 3. PROVIDE TENSION LAP SPLICES AT VERTICAL BARS. RETAINING WALL DETAIL AT EXTERIOR TENNIS COURTS SCALE: NTS Planning Board #24191171 Approval Approved undi authority of a resolution adopted % `Jb :Zy n oard of a City of Saratoga Springs. i rson Date Signed: Nommom.ft-RiZZ"s SKIDMORE COLLEGE NEW FITNESS AND TENNIS FACILITY 815 N Broadway, Saratoga Springs, NY 12866 www.skidmore.edu CANNONDESIGN 360 Madison Ave. 11th Floor New York, NY 10017 P: 212.972.9800 F: 212.972.9191 www.cannondesign.com O SIGL 113 9;.; CONSIGLI CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 www.consigli.com �Clml The LA GROUP THE LA GROUP 40 Long Alley, Saratoga Springs, NY 12866 www.thelagroup.com Professional License No.: #16934 SITE PLANNING APPLICATION 11/26/19 Rev. Description z KEY PLAN Drawing Title: LEVEL 0 Date Project No.: 000000000 Checked by: Checker ZA=02 © 2019 The Cannon Corporation. a E Qo a)�_ � .3 O U �Ec �o� C o � a'm QV.=� o Q-O I- 00a) a o Z c N O � O N U N a 'N a) a) U O L 0) L O r- "O 7 O O �? O N N O aT O N N N 'C - Z _ 'L r z jEr,ER ROAD DAYCARE LX2 I � m SITE LUMINAIRE SCHEDULE - TYPE _DESCRIPTION MOUNTING LAMP/LUMENS (Im) MANUFACTURERIMODEL LX1 EXISTING FORM 10 ROUND ARM MOUNT _ POLE INDUCTION LAMP, 8999 GARDCO/ PPT-140L-2100-NW-G2-5-UNV LX2 EXISTING FORM 10 ROUND ARM MOUNT POLE INDUCTION LAMP, 9011 GARDCO/ PPT-140L-2100-NW-G2-3-UNV LX3 LED WALL SCONCE WALL MOUNTED LED,3458 GARDCO/ 101L-16L-700-NW-G1-3 LX4 LED WALL SCONCE WALL MOUNTED LED,2687 GARDCO/ 101L-16L-530-NW-G1-3 LX5 NEW POLE MOUNTED LED LUMINAIRE POLE LED,5256 GARDCO/MP17L-32L-450-NW-G2-2 rUK HA I UKL I YNLS 11-Ib, KLI-LK 1 U SHLL 1 ZL-UU4 FUK MUSGU LIGH I ING ,...8 2 S�PFS FTegck o- LX2 (RE) 4, LEGEND (E) EXISTING TO REMAIN (R) EXISTING EQUIPMENT TO BE REMOVED (RE) EXISTING EQUIPMENT RELOCATED HH DIRECT BURIED HANDHOLE -0 POLE MOUNTED LIGHTING FIXTURE -- E-- EXISTING ELECTRIC CIRCUIT OR DUCTBANK NEW ELECTRIC CIRCUIT OR DUCTBANK 1. NEW POLE MOUNTED LIGHTING FIXTURE. SEE LIGHTING FIXTURE SCHEDULE. 2. EXISTING POLE MOUNTED FIXTURE TO BE REMOVED. THE EXISTING SITE LIGHTING CIRCUIT SHALL BE CAPTURED IN A 12" X 12" X 12" HAND HOLE, SPLICED TO A NEW BRANCH CIRCUIT AND EXTENDED TO THE NEW POLE MOUNTED FIXTURE. 3. EXISTING POLE MOUNTED FIXTURE TO BE DISCONNECTED, REMOVED AND RELOCATED. THE EXISTING SITE LIGHTING CIRCUIT SHALL BE CAPTURED IN A 12" X 12" X 12" HAND HOLE, SPLICED TO A NEW BRANCH CIRCUIT AND EXTENDED TO THE RELOCATED POLE MOUNTED FIXTURE. 4. EXISTING TENNIS COURT LIGHTING FIXTURE POLE SHALL BE DISCONNECTED AND COMPLETELY REMOVED. EXISTING BRANCH CIRCUIT SHALL BE REMOVED BACK TO EXISTING TENNIS COURT PANEL. SEE ZE-002. Planning Board #20191171 POW Na-Z' SKIDMORE COLLEGE NEW FITNESS AND TENNIS FACILITY 815 N Broadway, Saratoga Springs, NY 12866 www.skidmore.edu CANNONDESIGN 360 Madison Ave. 11th Floor New York, NY 10017 P: 212.972.9800 F: 212.972.9191 www.cannondesign.com CONSIGLI CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 www.consigli.com GROUP THE LA GROUP 40 Long Alley, Saratoga Springs, NY 12866 www.thelagroup.com 1 S IP o�L CNING APPLICATION 1 Ppwib Rev. Description Date z KEY PLAN Drawing Title: ELECTRICAL SITE LIGHTING PLAN Project No.: 000000000 Checked by: Checker ZE=001 © 2019 The Cannon Corporation. � o � L I_ Q 0 cu Q + L 3U a E o oq oy C, tf U O N O Z C i6 O (V C O N Lo t0 (D�77 UL ": a) y U O 7 O O Y O O CV Q C lj O O N N (V L L \ Q 3 0 SKI DMORE COLLEGE NEW FITNESS AND TENNIS FACILITY 815 N Broadway, Saratoga Springs, NY 12866 www.skidmore.edu CANNONDESIGN 360 Madison Ave. 11th Floor New York, NY 10017 P: 212.972, 9800 F: 212.972.9191 www.cannondesign.com 0 _ CONSIGLI CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 www.consigli.com k0lm The 1'1--A GROUP THE LA GROUP 40 Long Alley, Saratoga Springs, NY 12866 www.thelagroup.com SITE PLANNING APPLICATION 11/26/19 Rev. Description Date Z KEY PLAN Drawing Title: ELECTRICAL SITE POWER PLAN Project No.: 000000000 Checked by: Checker ZE=002 0 2019 The Cannon Corporation. L Q E Q 0 3 0 � U 0 0 0 C(n0C Mo -MU Qom.=_� 0 Q�� U 0 N->, a =z-� O O N C CU ail0O N U00•L L N j O O +(D 0 M N L Q C LID O O7 O O N L SITE LIGHTING PHOTOMETRIC PLAN 1" = 50'-0" GENERAL NOTES: A. REFER TO SHEET'ZE-001' FOR SITE LIGHTING LUMINAIRE SCHEDULE. B. REFER TO SHEET'ZE-004' FOR TENNIS COURT SITE LIGHTING CALCULATIONS. Planning Board #20191171 Approval Approved un __authority of a resolution adopted _ z e Pla in o rd : a City of Saratoga Springs. �,aiT �ojrson Date Signed: a \ a t, \�.,. SKIDMORE COLLEGE NEW FITNESS AND TENNIS FACILITY 815 N Broadway, Saratoga Springs, NY 1286E www.skidmore.edu CANNONDESIGN 360 Madison Ave. 11th Floor New York, NY 10017 P: 212.972.9800 F: 212.972.9191 www.cannondesign.com CONSIGLI CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 www.consigli.com �Q The ..,.AN GROUP THE LA GROUP 40 Long Alley, Saratoga Springs, NY 12866 www.thelagroup.com SITE PLANNING APPLICATION 11/26/19 Rev. 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O 0.0 0.0 +0.1 +0.1 �4 +1 1 +2. �7.5 +15. + 9. +0.0 +0. 1 +0 + . +1.2 +3.2 +7.8 +16.6 +3 +0.0 + . +0.1 +1.0 5 ,5.9 11.8 + 4.4 0,0 o .0 0. +0.5 +1.0 +4.1 +8.8 + .0 +0.0 + . / 0.2 +0.5 +1.0 12. + 0.0 + . +0.2 0.5 +1. + �'d -,0�14.3 +27. 0 0.1 0.1 7. 5 1313 . 00 00 0. 4 +.0 +2.6 .4 4,25. 0 o +0 + .0 +0. +0. +1.7 +3. +17. pP 0 01 2 05 1 7 37 Skidmore Outdoor Saratoga• I �XV V rl ! 70' 2 TLC-LED-1500 2.86 kW A T3 70' 70' 3 -- - TLC-LED-1200 3.51 kW A 70' 3 TLC-LED-1200 3.51 kW B 70' 2 TLC-LED-1500 2.86 kW B 70' 2 TLC-LED-1500 2.86 kW A T4 70' - 70' 3 -- -TLC-LED-1200 - -3.51 kW _ - A - - 70' 3 TLC-LED-1200 3.51 kW B 70' 2 - TLC-LED-1500 - 2.86 kW _ A 70' 2 TLC-LED-1500 2.86 kW B T5-T6 70' 70' - 3 TLC-LED-1200 3.51 kW - B 70' 2 TLC-LED-1500 2.86 kW B B Tennis 5-8 25.48 kW 20 oPNGE I Lk.-LCU- I LUU LCU Z) / UUM - / Z) UMI "I "I t UVV-13b,000 >b-1 ,UUU >t5 1 ,UUU >b 1 ,UUU 14 TLC-LED-1500 LED 5700K - 75 CRI 1430W 160,000 >81,000 >81,000 >81,000 16 Light Level Summary Spill Grid Max Vert Illuminance (by Light Bank) 15.6 0 169 0.00 A,B 40 Tennis 1-4 Horizontal Illuminance 77.4 60 92 1.53 1.29 A 20 Tennis 5-8 Horizontal Illuminance 77.4 60 92 1.53 1.29 B 20 J � • 1 � 1 • I• •• •• • 11 I 11 I �•tii� ®� • • • �010 • ,.'.Z7�iT� • • :o • • o I .: 'TiiGZu r • iL•1 r : •• . :.: : . 4 1.9 +0.9 +0. +0.2 +0.1 +0.0 +0.0 +0.0 +21.1 +8.6 +3.7 1 +31.5 +14.7 +7.5 i- .4 + .4 + . + .2 +0.1 +0.0 +0.0 +0.0 1 +38.4 +22.0 +11.1 .8 .8 + .6 0. +0.1 +0.0' � +0. 5 40.6 +23.1 +11. +5.1 +2.0 0 +.7 .3 +0.1 00. +0.0 +0. 2 35.5 +16.4 +8. 13.9 +1. +0.7 +0.3 .1 + 1 +0.0 +0. 5 +33.7 +1 3. +5 +2. 1. +0. +0.3 0.2 +0. 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A 0 A + .0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 ,0.0 +0.0 + 0 +0 + 0 +0.0 +0.0 +0.0 0.0 + 0 0.1 +0.1 0 't, Q.1 +0.1 .1 +0.1 +0.1 +0.0 +0.0 0.0 +0.0 + .0 +0.0 +' 0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 A + . + .0 +0.0 A .000 0 '0.0 +0. 0 +0.0- 0. +0.0 '0.0 0.0 +0.0 +0.0 i0.0 I + .0 +0.0 0.0 '0.0 +0.0 +0.0 +0.012 oEOsETBACK MSoN��\�o\NG PGA 12 Q�R MUSCO SITE LIGHTING PHOTOMETRICS 1 " = 50'-0" \�o X Y Q m w Z Z 0 LL 0 M Planning Board #20191171 Approval Approved under_&� of a resolution adopted11-1 ,by the;+Pl Ding, Board of the City of Saratoga Springs. erson Date Signed: w z LU W a 0 W a W LLI Of i- w a U) 1W SKIDMORE COLLEGE NEW FITNESS AND TENNIS FACILITY 815 N Broadway, Saratoga Springs, NY 1286E www.skidmore.edu CANNONDESIGN 360 Madison Ave. 11th Floor New York, NY 10017 P: 212.972.9800 F: 212.972.9191 www.cannondesign.com CbNSIGLI h zo,:� CONSIGLI CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 www.consigli.com U(n The .,ate GROUP THE LA GROUP 40 Long Alley, Saratoga Springs, NY 12866 www.thelagroup.com SITE PLANNING APPLICATION 11/26/19 Rev. Description Date Z KEY PLAN Drawing Title: MUSCO SITE LIGHTING PHOTOMETRICS Project No.: 000000000 Checked by: Checker ZE=004 © 2019 The Cannon Corporation.