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Home My WebLink About20221027 Skidmore Construction Wellness Center Signed MylarHEALTH, WELLNESS, FITNESS & TENNIS FACILITY AT SKIDMORE COLLEGE PROJECT VICINITY MAP 41joll"' SCALE: N.T.S. - nr PROJECT PROJECT LOCATION MAP 41i' PREPARED BY: The LA LC-1 GROUP Landscape Architecture & Engineering P.0 PeopCe, Purpose. Place. www.thelagroup.com P 518/587-8100 F 518/587-0180 www.thelagroup.com 40 Long Alley Saratoga Springs New York 12866 .� \E 'Z \k N 250 West Pratt Street Suite 2100 Baltimore; MD 21201 P: 410.234.1155 F: 410.234,1160 SCALE- N.T.S. APPLICANT: Skidmore College 815 N Broadway Saratoga Springs, NY 12866 P 518/580-5000 SURVEYOR: Thompson -Fleming Land Surveyors P.C. 12 Lake Ave #1 Saratoga Springs, NY 12866 SITE PLAN APPLICATION 815 NORTH BROADWAY, SARATOGA SPRINGS, NY 12866 November 4, 2022 siTE sTarisTics: Revised: January 24, 2023 PROPOSED USE: EDUCATION FITNESS AND TENNIS FACILITY SHEET INDEX: PARCEL PARCEL SIZE: ± 315 ACRES _..-.... ....----- _._..-_.... COVER TAX PARCEL ID: 152.-1-3 S-1 SURVEY ZONING: INST-ED, INSTITUTIONAL, EDUCATIONAL L-100 SITE PREPARATION, EROSION & SEDIMENT CONTROL PLAN ZONING - INST-ED REQUIREMENTS L-200 SITE LAYOUT AND MATERIALS PLAN ........................ __.................................................... ........................ .... ............ ................ ........................ ........... ...................... _.................. _......._...._...................... _........ ..................... ............................ ............_.._........ _............... _........... ......._......_ .._...._.._......._.......... _...... _........... ................... ...._.. .......... L- 0 0 SITEGRADING PLAN REQUIRED PROVIDED L-301 SITE DRAINAGE PLAN MIN. LOT SIZE (SF): 12,500 SF ± 315 ACRES L-400 SITE WATER AND SANITARY PLAN L-500 SITE LANDSCAPE PLAN L-700 SITE DETAILS MIN. AVERAGE WIDTH (FT): 100 FT N/A L-701 SITE DETAILS MIN. YARD SETBACK (FT): L-702 SITE DETAILS FRONT: 30 FT L-703 SITE DETAILS REAR: 30 FT EACH SIDE: 12 FT 21 FT L-704 SITE DETAILS TOTAL SIDE: 30 FT L-705 SITE DETAILS PRINCIPAL BUILDING: MAX HEIGHT (FT): 50 FT < 50 FT A-300 OVERALL ELEVATIONS ZE-001 ELECTRICAL SITE LIGHTING PLAN MIN. % TO REMAIN PERMEABLE: 30% 52% ZE-002 ELECTRICAL SITE POWER PLAN PARKING DEMAND: ZE-003 ELECTRICAL SITE LIGHTING PHOTOMETRIC PLAN (OVERALL CAMPUS) ZE-004 MUSCO SITE LIGHTING PHOTOMETRICS PLAN VEHICLE REQUIREMENT/ZONING #REQUIRED PROPOSED CITY OF SARATOGA SPRINGS STANDARD NOTES: CAR 10 SPACES / CLASSROOM 0 SPACES NO CLASSROOMS AB ( ) SORBING 27 ..__._____..__._...._..._._.___._.___._____..___..._..__....._._.._.._._.........-.___......-...-._.-..-----.--.---.__.................--..--.-_-----.-.._..__..-.._..-___._-_-__._.._.._______.___....._......___._..___.____..._.._....._.-_...--._._. ___.___._..._._....---------- __-.-__.... 4 SPACES /OFFICE 12 SPACES (3 OFFICE SUITES) CAR SPACES FROM DAYCARE 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. (NO NEW SPACES CREATED) BICYCLE 1 /CLASSROOM 0 SPACES 20 BIKE SPACES 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL (NO CLASSROOMS) DATUM, 1929, 3. APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD NOTICE OF DECISION: CHAIR SIGNATURE ON FINAL PLAN. __ _ _--__.._... ..._.............__........-------__._.___-..__...._ __.__._........__....._..___..__..._......_.__...._...__.._.._............._.___.___. ._....... .....___._._....________ 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 DESIGN PROFESSIONAL ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF 3.r"" CITY OF SARATOGA SPRINGS ORPEY,Cha; M. THE APPLICANT/DEVELOPER, M4RtC PINGEL Vice is/ar MAW . � PLANNiNc B.oAR[ TODD FAR0771 `"Y°a"°'f�i°��d'�° y City Ball - 474 Broadway PATTYHUCK MAl3SNALL BILL MC 1'r'GUE '�°° 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY Saraaoga Springs New York 12A56 PATTY MrRRlS£3M Tel 518 587-3550 fart Sip. -580-9180 �„...,._---.-••-> ENGINEER PRIOR TO CONSTRUCTION. wNnv.—toge-sPH"gs.a'g NOTICE OF DECISION Date friedwr_hA-courtsDept- Chair 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF In the matter ofthe application _#20221027 ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. Skidmore College 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR Saratoga Springs, NY 12€966 ANY WORK IN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. ]involving the premises with tax parcel no. 152: 1-3 in the City of Saratoga Springs, on an application for site plan review of a new 75,400 sq,. ft. health, wellness, fitness and tennis center and associated site work it the Institutional - Educational District (INST-ED). 8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. In accordance with 6 NYCRR Part 617, the Planning Board classified the action as a Type I Action and issued a Negative SEQRA Declaration for a similar project on January 30, 2020 (PB#20191 171). In reviewing the changes as part. ofthis application the Board detern,irtedthe following: 9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING o Finding thac rio new or different environment impacts likely would result " vart of the application that were OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL not previously considered by the Board, MEASURES ALSO APPLY. And, in accordance with Site Plan Review approval standards in the Unified Development Ordinance, Article 13.5. the Planning Board issues the following decision on January 12, 2Q23 passed 5-0-1(Fabozzi l ecused) in favor: Torpey,Pingel,Maya. MarshaO.McTygue,Morrisorr 10. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF -SITE BY d ADnrovewhit the followittPconditions: THE CONTRACTOR PRIOR TO SUBMISSION OF THE AS -BUILT DRAWINGS. a Final plans shall be provided to the satisfaction of the City's designated engineer and DPW. . Tree replacement planting plan of50trees (in addition to those trees identified onthe, site landscape plan) to be planted throughout the campus and shall be verified by City staff prior to 11. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE of a LpOelhEE7]certification. WITH THE APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN ` Venficationtobeprovided Prior to C.O. AS -BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. The applicant Is required to; I . Provide documentation of conformance with all required conditions of approval. 2_ Deliver a letter of credit or cash escrow in the amount approved by the City Engineer to the City, This musr occur prior to final signature by the Plannxtg Board Chair. 3. Submit one (1) mylarand two (2) paper copies of the final approved site plant set for signature by the Planning Board Chair within eighteen (18) months of approval as per Article 13.5 of the Unified Development Ordinance. Note: this approval shall expire within eighteen (18) months of the signatute of final plans if the applicant has not Page. 1 a1.2 Planning Board #20221027 Approval � / IZ-3 Approved au rity of a resolution adopted by n' g Board of the City of Saratoga Spring . irp rson Date Signed: Zl 7�•3 l �i• 1 \ '( i CROSSWALK 70 o � 407 I 114.N, LIGHTPOLE CONTROL ° gF HANDHOLE 406�; \ 8S 405.13 X 1Q 405.68 o CB RIM-411.1 72 CB s� RIM=411.2 a �-412 1 or�- CROSSWALK SIGN °X RIM=406.43 8 0 0 o \ OS\ 1 -- CB R91=405.22 METAL *MR LID 0 10 FA LIGHTPOLE CONTROL CONC. WALL. HANDHOLE ^- CB I GATE ° RIM-406.46 X 406.41 Perimeter _- CROSSWALK -- ti LANDSC1110ING S IR ICK_ 15 �OS �_ 2P 12P ^T 10 Se WALKWAY WITH STONE BORDER '1 S E - ;2V�- /C --- - 6N LAND ` \ ` _ 14 _/ - - SCAPlNG- UE L -- - - \\ == CONCRETE 'I S ASPHALT PARKING LOT - Q BOULDERS Map Legend Trees width of trunk in inches designation G3K 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 - crabople TBM BONNET NUT ON FIRE HYDRANT CROSSWALK ELEV=406.93 rn � 9 0 DIRECTORY §%. 1c,� Objects 0EMK emergency kiosk X lamp post field lamp (2' dia.) ® water valve _Q- sign o concrete bollard * utility pole m fire hydrant ❑ catch basin o sewer cleanout SANAH. MH RIM=403.54 RIM=403.60 INV.SW.=395.39 INV.NW.=398.44 INV.NE.=394.84 INV.E.=394.34 \\ S�q�,AOE Lines storm sT sr sanitary sewer -SA -SA water w w water APPROX-VA WA wood guard rail -4-4-4 4-4-1-4-4-1- 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 FD FD SIW.MH. 397.71/ RIM=395.55 INV.SW.=389.00 1;9 ' SCULPTURE INV.NW.=389.00 INV.N.=389.20-_- �- INV.E.=388.95 5 396,22 7JtC � 398.71X395.47 XX j t 12"CPP EDGE OF LANDSCAPING • ��, ��` �� INV=393.89 395 X Surfaces No Parking Zone 397. // 1_14 __.._.. ;\ EDGE OF LANDSCAPING i X 399.96 UIt 5 � 5 CH �Q 9 , • i `39 X 398.28 405, CONC. PAD �� T IM S c V, 395.14 ! { my tOS uE 5A BONNET NUT ON" - CONC. WAL� r OS - -- O� 10 H FIRE HYDRANT �✓ q� c \404 -4S I > J 51 M 1 28 a� % ` P ELEV=404.68 `� X3 498 ?fie 36 j RAMP , I .S. 39 58 Q \ c�Q I �i t•��Sq - 1 �9 i ! �� ° *1 2S INV.E=39 .68 G�K�y \ ro LANDSCAP NG ROW OF �8 AND INV.N.=397.68 CB W co 12 \ \ \ M HEMLOCK TREES I J RIf403' SCULPTURE CONC. LID INY.OUT 99.56 W- P CONC. \ \ - \ �� ING 5 UD Fa Fa t-o�---i` •a �LAND' t 96 403 125 ELEC.BOx �" -- -- w�o�, U ,Eo.------- a \ X 406.45 STEPS (TYP.) F CEDAX__ROW FL \ \ a 395.68 ;1049 2 o QCONC. - r- --- -- - \ \ ' �RIM=394.63is 0 8S WACHENHEIM FIELD Z 3 \ 401.11details of field not shown} °w W f �� / CBP`'�� UD • 403. fiU � � 402.25 \ \ \ Sq CROSSWALK 395.51 xN�' ( CONC. BUILDING I W-'-. __ '� • 3 ` \ \ 395.38 - _-- UNDER GRANDSTAND RIM=401.82 6"HDPE \ ' \ \ �<, SA � 6S I y UE t �G INV.W =398.97 22 6"rl -----� ,72 .12 3f x X 397 X 398.51 12"_PP J" INV=393.49 Im ��-`�3BOLE� w v �W.E=399.69 ' '16K O� 16K O_..-'-�-'-5 INV=391.17 tOS o METAL ASP T , 8"HDP 1MIING� �� 1NV=391.69 LV BCEDAR UNDERGROUND Nut 6'--_ FFE= U I IJD ' 1 37 S PROPANE TANK / t ` / ` EEC G� 400 WOOD ° # 10S TEST WELL (?) 0 CONC. ~ 5. 5.47 8" 13 ON R A/ U IT 'IN( SIGN I I , 12K� t8K IDE R Fl $ INV= J STONE 14S X406.46 z /CB �L �� TENNIS COURTS l ( 389.65 BRI E ° `PAD RIM=399.52 2 402.16 403.18 402.72 402.50 f I 42K 2 3 INV.N.=397.60 400.23D / f INVS=397.02 i ROOF DRAIN / W9 %` M R 18 IDS GA 1 FTE=405.9 yC yf }3A114y{O4E=402. RIM=401.42 0�� 1� 2 6M tOL U R9Y Ae9 398.71 G \ INY.IN=400.1 j I I 10L q R1(a SLIDING GA \ 1D (� '1GREEN8ER„ 65 INV.OUT=400. 2 2 j✓✓/��.�� 0 CH 39f 8� tOS CONC. PADS FOR TRANSFORMERS -ram-w C OR ) ' °r CH4t D CARE BEN 1 '2 6M L tol 3 50 68% "% / 'mil CB 2 RIM=403. / + cr 402. / I \ RIM=390.65 9`pJ -¢ MANHOLEO, _r_ --- _" - - ,;{ WALK �- -- / 6 OK WALL 403.36� % 10K FL I 399.61 CONC. R 401.7 1 1 y BUILDING LANDSCAPING I ` AREA UE UE--- �:� UE 1JE� �--UE • " t P / 6K // 6M i } 14 �y 4S UGHTPOLE CONTROL / ! ,, c D { \ PLpYGROU _ ELEC. / FL �0 HANDHOLE C� DANCE CENTER 1 GATE o FL IDS 402 AKA ! `� \ - o -_0 &6) 5� D '- - �tO - _ K 2oFOUw CtMiC. STEPS :, ,� - OOD RET. WALL i ASPHALT WALKWAY $ A3 10 FIELD HOUSE o P S i.396.30 , i ^1 'c� v� TBM __-AND STEPS � 400 771L 2K / Q`i /= 37 025 BONNET NUT ON ' +'- f-_/ / K2K ` , � /( g �/ / / 389 31 f 395.70 \ \ w � v/ / / / i \391.86 �✓ \ X 406.1 t TBM a i -FIRE HYD. - k _ __- 2K 6M fi17 % /�- / y \ 12P BONNET NUT \ j TEL:� j ELEV=405G5 ---- 10CL IK` / /K12P » f // WOOD DECK ' 1 - FIRE HYD. a� r'� - / 6M K % W. STEPS > -- RISER / �\ 2 / 1 /1"SP K/ / / % /END C V x 21 ' INY= a' \\\� X125 ELEV=406.28 J ' / INV= 4.43 ` �- - _ / / /� , 18K // j gSpy �g0 14S w I I GONG, RET WALL / o - �� /.261(, / %/ // ` 0 PLANTER ! CB +� `^395 - " ````�x✓✓✓� i r NTIO \\ 3 J ( i WOODI 4>a°� P RIM=388.82 �- _ ]2 HDPE %6K POND R�J� J SCOREBOARD PATr ` COMM.MH. t 'yti REf. WALL - g � � CONC. PAD c AD W . i` OVER 4.45 I i 1 1 $ �/J INY.S.=3$4.27 I `, / k394.31 / -� -_._ _� _� ` 61� �t.56X ;au _ , �'Y:>� �/! // U, .. 111 �/ _�., 1 ' a +. f PORC�i �! ` / f TESTGAS VALVE 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 t ry 9.56 INV=3 _8 f 389.52 X 389.25 .4 GAS VALVE 0 12"CULVERT &i/387.87 :3 C)- v v (D p d b-&.J D1 poi N C C_ ~ ,0vv -P - i w � o � v! on �; In 1 1 /17/19 TREES ADDED 11 /6/19 INV. INFO ADDED TO 2 MHs 9/26/19 MORE TOPO, NE AREA 9/13/19 LINEWORK, 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-S1.2A EXISTING TREE KEYS SITE PREPARATION NOTES: < �A?'IN(:.. :3(: Sb T,` _ _ - P - PARKING LU I I U REMAIN REMOVE PAVEMENT, TYP. EX. RP 12" DBH (TO BE REMOVED) EX. BP 13" DBH EX. BP DANCE 12" DBH CENTER TREE PROTECTION FENCE, TYP. L REMOVE WOOD RETAINING WALL — EX. NWM 14" DBH (TO BE REMOVED) REMOVE STORM PIPE eT E REMOVE AND RELOCATE EXISTING BIKE RACK REMOVE CONCRETE RETAINING WALL PLANTER REMOVE HYDRANT REMOVE EXISTING WATER SERVICE REMOVE RIPRAP REMOVE CONCRETE WALK AND CURB EX. NWM 15" DBH (TO BE REMOVED) 23" DBH (TO BE REMOVED) REMOVE CATCH BASIN REMOVE STORM LINE WILLIAMSON SPORTS CENTER REMOVE CATCH BASIN EX. NWS 8" DBH (TO BE REMOVED) EX. NWS 12" DBH (TO BE REMOVED)—� REMOVE CATCH BASIN PROTECT AND MAINTAIN EXISTING—� GENERATOR AND BUILDING REMOVE CATCH BASIN EX. NWS 12" DBH (TO BE REMOVED) _. ___ -.. x STONE RET. WALL — - - _. _ NW 2 --------------- S 15 DB`H TO BE , , SILT FENCE, TYP. ( .�A�i,Mi�. L-zoo REMOVE PIM::::386.4� ' SAWCUT AND REMOVE \` - v..• i EXISTING ASPHALT EX. NWS t�1W*(Fs"Pitt-)=3F�0� 8 15 DBH (TO BE INV,N.1170 CLEAN()t)l'(4"PVC)--383,34 'TREES PAVEMENT, TYP. REMOVED ) NVJE REMOVE SANITARY MANHOLE \ REMOVE STORM MANHOLE \ M I'll RIM=4u3.60 R VED) 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 (Ater rubrum) 5 Total GSA Tree Species to be Retained T-8 1---- ---- A",\ \ i `• EX. WO EX. WO 22' DBH (TO BE REMOVED) 29" DBH (TO BE REMOVED) „ ,?- V ° EX IV( V EX. WO E -- ; 14" DB!-} (Tb RFMFQVED) f° 2. DBH(' TO BE REMOVED)'.DBH _ r , 46' •(TQ B�RE OVEDj t BLACK OUT :... AVEMENT MARKING 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 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. P 6. LIGHT POSTS AND UNDERGROUND ELECTRIC COMPONENTS TO BE REMOVED OR LIGHT POLE TO BE RELOCATED, ' z RELOCATED; REFER TO ELECTRICAL DRAWINGS FOR SCOPE OF WORK. �sEEELECTRICALPLANs EROSION & SEDIMENT CONTROL NOTES: REMOVE PORTION OF GUARDRAIL `�- 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 L.- STABILIZED CONSTRUCTION ENTRANCE GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY GP-0-15-002'. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) DEVELOPED FOR SAWCUT THIS PROJECT IS IN ACCORDANCE WITH THE REQUIREMENTS FOR COVERAGE UNDER DGE THE GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY. EXISTING TREES TO BE REMOVED rtetl Area Trt {A tBFI) 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 (Mal us sylvestris) 3 EB - European Beech (Fagus sylvatica) [ HL - Honey Locust (Gleditsia triacanthos) [ HH - Hop Hombeam (Ostrya virginiana) 2 NWM - Norway Maple (Acer platanoides) 7 10 NWS - Norway Spruce (Picea abies) tg Quaking Po tremuloides QA Q 9 Aspen p (Populus ulus ) 3 RM - Red Maple (Acer rubrum) 3 RP - Red Pine (Pinus resinosa) y SH - Shagbark Hickory (Carya ovata) q SM - Sugar Maple (Acer saccharum) 9 WC - White Cedar (Thuja occidentalis) WM - White Mulberry (Mores alba) 1 WO - White Oak (Quercus alba) 12 56 WP - White Pine (Pinus strobus) I a 13 SILT FENCE, TYP. , " 2. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE STORMWATER rra ,,e POLLUTION PREVENTION PLAN(SWPPP),AND GENERAL CONSTRUCTION SEQUENCING k r PLAN. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL REVIEW THE PROJECT .. SWPPP FOR SPECIFIC REQUIREMENTS REGARDING EROSION AND SEDIMENT CONTROL 4 TREE PROTECTION FENCE, TYP. L 700 AND STORMWATER MANAGEMENT. A COPY OF THE SWPPP MUST BE MAINTAINED ON THE PROJECT SITE IN AN ACCESSIBLE LOCATION AT ALL TIMES DURING CONSTRUCTION. EX. NWS S411, 18" DBH \ ! J' 3. PRIOR TO ANY SITEWORK, ALL CONTRACTORS AND SUBCONTRACTORS RESPONSIBLE \ IEX. NWS � FOR CONSTRUCTION, REPAIR AND MAINTENANCE OF ANY EROSION AND SEDIMENT 23" DBH CONTROL OR STORMWATER DEVICES MUST SIGN/CERTIFY THE SWPPP AND IDENTIFY A 'TRAINED 'TRAINED EX NWS . �� STORM LINE �� 59 CONTRACTOR'. 23"' DBH : �'�` ..,". PROTECT AND MAINTAIN EXISTING .. �� \� 4. ANY DEVIATIONS FROM OR CONSTRUCTION CONFLICTS WITH THE PROJECT SWPPP DETENTION BASIN POND - SHALL BE IMMEDIATELY REPORTED TO THE OWNER'S REPRESENTATIVE. IF THE ' CLEAR AND GRUB 0 CONTRACTOR PROPOSES A REVISED STAGING, SEQUENCING AND/OR MOBILIZATION VEGETATION y PLAN, A MODIFIED PLAN MUST BE SUBMITTED TO THE QUALIFIED INSPECTOR FOR 'f ft REMOVE GRAVEL PATH /j `�-, �� '�`I` APPROVAL. ' �r 1 5. ANY CHANGES TO THE SWPPP PROPOSED BY THE CONTRACTOR MUST BE APPROVED BY b(TO BE R�(dVE 4THE QUALIFIED INSPECTOR AND INCORPORATED INTO THE SWPPP PRIOR TO cz f i t..N € IC)I ,, '« �` HOUSE EX. WO .�i' IMPLIMENTATION. COLLEGE '� i l " '*'DBH (TO BE REMOVED) P f 2 42" DBH �r 1 C, 4 TREE PROTECTION FENCE, TYP. ` ,f > REMOVE STORM LINE E0 ` J L-700 TEMPORARY INLET PROTECTION IP R if t ^• > ( - X LIMIT OF CLEARING Ji D v� i' HE At , / ) � trrf WOODED� f COURTS, AREA REMOVE TENNIS EQUIPMENT, AND FENCE � 4 8 CONCRETE WASHOUT ' 7f) EXISTING WOODS TO 1.LINE � (� 1; .;,, REMAIN HAVE SIMILAR\ ,t 1RY_,INE ! ;�,; ;;? , Il TREE DENSITY AS THE %f ' AREA TO BE CLEARED 10 , u� WOODED ii AREA 'o IQ- •�• r� fib' •� -�., '� I � t n ��iIPRAP' •.. " ...._... t )LjVtrT %F GAS VALVE 6. THE CONTRACTOR SHALL NOT DISTURB MORE THAN 5 ACRES AT ANY ONE TIME WITHOUT �f TEST CP 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 "�`' 'VALVE 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 �40 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. ` CO 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 PROPERTY LINE REMOVE TENNIS COURT �:.��'� EXISTING CONTOUR -_-- -428......",...... REMOVE STONE DUST / GRAVEL SF SILT FENCE REMOVE PAVEMENT xxxxxxxxxx � REMOVE ITEM REMOVE VEGETATION REMOVAL OF GREENBURG CHILD CARE 40 0 10 20 3 4 4 Scale: 1" = 40' Planning Board #20221027 SKIDMORE COLLEGE NEW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY 50 Fountain Plaza Suite 200 Buffalo, NY 14202 P: 716.773.6800 F 716.773.5909 www.cannondesign.com CONSIGLI CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 www.ccnsigli.com THE LA GROUP 40 Long Alley Saratoga Springs, NY 12866 www.thelagroup.com RESPONSE TO COMMENTS 24 JAN 2023 SITE PLAN APPLICATION 4 NOV 2022 Rev. Description Date O 6Co A. Or 9 is € `41LU �9 ROFESS% Drawing Title: SITE PREPARATION, EROSION AND SEDIMENT CONTROL PLAN Project No.: 2016098 Checked by: DTM L=1 00 © 2019 The Cannon Corporation 22 SKIDMORE COLLEGE NEW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY 50 Fountain Plaza Suite 200 Buffalo, NY 14202 P: 716.773.6800 F: 716.773.5909 www.cannondesign.com 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 RESPONSE TO COMMENTS 24 JAN 2023 SITE PLAN APPLICATION 4 NOV 2022 Rev. Description Date �.ND5G4t��C cc�� n 0 �Tf rfi, • � � 'f Drawing Title: SITE LAYOUT AND MATERIALS PLAN Project No.: 2016098 Checked by: DTM L=200 © 2019 The Cannon Corporation. h tf✓ r r= TW:402.90 BW:401.35 TW:401.50 BW:399.05 TW:399.60 BW:396.55 TW:397.70 BW:394.15 BW:391.75 TW:393.80 BW:389.30 405.20 SANAH. ;IM=403.54 NV.SW.::::.395,39 ENV 398.44 ;NV '>Ir E. .- 394.84 Z_ x" V �v l y j WILLIAMSON SPORTS CENTER SAN A H. AIM.-395.55 INV,SW. =389.00 E �.. � -•_ � -\ fi1NVt.,3f.7 F�� :III t ,.)9 r / �" � , r ♦` � t/ �' ( � 'yea f / r •. _ _ t r\ !¢� ' r ve V• ,d/ /y` r 91 rF + _ s„ M On r/fry: J ! i rrfr/�, e' r J/ e r r0 COLLEGE } /�' ! I' HOUSEE ' is ; / r f J t \ f `r , : /t 1 12"CI,ILVLRT f`t t 390 f, /7X�. 90 , r�Q) x, ,,•' f l / rr ff r..... . 7 / /z 40 0 10 20 30 \ [\ Scale 1 = 40 yam\ ```•�. � � I �� t , �\ : , : 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 BESET 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. LEGEND - - - - PROPERTY LINE EXISTING TREELINE PROPOSED TREELINE _._. ..._......,._.._._..... _.....__ EXISTING CONTOUR PROPOSED CONTOUR 425 ----- -- EXISTING SANITARY -W EXISTING WATER LINE .................. S]. .......................... EXISTING STORMWATER PROPOSED SANITARY SAN ST PROPOSED STORMWATER Planning Board #20221027 Approval Approv yUnder authority of a resolution adopted Z a I g�Bo rd of the City of Saratoga Spring . Chair p son Date Signed:r L El SKIDMORE COLLEGE NEW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY CA S \ \ nt IN 50 Fountain Plaza Suite 200 Buffalo, NY 14202 P: 716.773.6800 F: 716,773.5909 www.cannondesign.com 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 RESPONSE TO COMMENTS 24 JAN 2023 SITE PLAN APPLICATION 4 NOV 2022 Rev. Description Date P'C4- NE Drawing Title: SITE GRADING PLAN Project No.. 2016098 Checked by: DTM L=300 © 2019 The Cannon Corporation. f RIM = 401.28 " INV. IN (EXIST) _ ±397.68 INV. IN (4") = 398.25 ` INV. IN (4") = 398.25 INV. OUT = 397.58 1 E STAIRS WITH 7" RISERS AND 12" TREADS CONNECT TO METAL " ,U ROOF DRAIN WITH 4" HDPE PIPE YD-1 RIM = 391.0 INV. OUT = 387.0 CONNECT TO - ROOF DRAIN WITH 6" HDPE PIPE DI-2 (30"X30")- RIM = 402.90 INV. IN = 400.00 INV. OUT = 399.90 65LFOF8 HDPE @ 1.0% w SLIP LINE EXISTING PIPE DRAIN, TYP. CB-4 RIM = 389.0 L, INV. IN (EXIST) = ±385.39 INV. IN = 386.0 INV. OUT - 385.29 79 LF OF 24" HDPE @ 0.5% CB-2 RIM = 387.95 INV. IN (UD) = 386.17 (TYP. OF 2) INV. IN = 382.82 WILLIAMSON SPORTS C INV. OUT = 382.72 79 LF OF 24" HDPE @ 0.5% CB-1 RIM = 387.95 INV. IN = 386.17 (UD) INV. IN = 382.32 INV. OUT = 382.22 WYE IN ROOF DRAIN PIPE, TYP. CONNECT TO EXISTING PIPE VIA COUPLING �w 20 LF OF 18" HDPE @ 0.5% DMH-4 t7-z..... RIM = 386.2 INV. IN (NW) = 381.88 INV. IN (W) = 381.85 as INV.IN(E)=382.95 INV. OUT = 381.83J DMH-3 RIM = 385.5 INV. IN = 381.73 INV. OUT = 381.68 SANAH. .. :AIM=40 354 j €NV,SV 395 39 X INVAW, 398.A1' ' =NV.NL. .sc4.84 S,A� AI-i. r ,�k INV.SW,=3'89.00 � INV.NW,=389.00 INVK=389.20 �t'.F... 388.35 IN � ~ ` YD-4 r RIM = 401.5 3 INV. OUT - 398.5 , t Sic �_..... r \ > r fi n; \ \ 54 LF OF 8" ` Y HDPE @ 1.0° /o all RIM = 401.00 \ t INV. IN = 397.95 INV. OUT = 397.85 } k � L-703 YD-2 RIM = 401.00 / DI-1 (30"X30") L- 03 INV. IN = 397.08 RIM = 394.00 INV. OUT = 396.98 }� INV. IN(UD) = 389.67 \� INV. OUT = 389.47 12" k \ . 5 ° ` k\ o - BIORETENTION BASIN (SMP-1) L-704 ; 1.0 /o ,y:\ k\ / TOP OF BASIN = 395.00 BOTTOM OF BASIN = 393.00 1'0 /1 4" UNDERDRAIN /) = 396.09 } k \k INV. = 389.83 = 396.31 = 395.99 12 /} STABILIZED 2 o , .0% OVERFLOW WEIR 704E ELEV. = 394.0 0 395.21 FOREBAY i = = 386.20 } TOP OF BASIN = 39 = 5.00 = 386.10 1-•...._v, BOTTOM OF BASIN 392.00 ,. �......... 201 LF OF 15" ...._' DMH-5 } 1 HDPE @ 0.8% RIM - 398.5 INV. IN = 384.50 ^a°' INV. OUT = 384.40 '9 .......... i ! r 392 67 LF OF 15" ff i t HDPE @ 2.1% f // t+ t J 391. V_ f • `� � rE'��tr/ ST JOB 390 CB-6 RIM = 386.50 f i 14 INV. IN (N) = 383.0 M 389 INV. IN(UD)=382.67 T y INV. OUT=a382.05 S 6" UNDERDRAIN INV. = 382.67 € WYE IN ROOF it! 1 89 LF OF 15" DRAIN PIPE 1 S� HDPE @ 0.5% `III II F rni l CB-5 i t ' �C, RIM = 386.50 INV. IN (UD) = 382.67 o� M INV.IN(W) = 384.00 ; f'ft M INV. IN (15" NW)-381.75Cb ,t) INV. OUT = 381.60 M 6" UNDERDRAIN Ir II; s S INV. = 382.67II / T WYE IN ROOF f IV V DRAIN PIPE (Jj . . - 145 LF OF 18" v HDPE @ 0.5% (jj1 j 1 HIM = 39U.5 INV. IN NW = 380.55 \ - - INV. OUT (EXIST.)= ±380.55 FLARED END SECTION WITH RIPRAP OUTLET APRON INV. OUT = 380.22 ', 1 E it t E � \ ' ter•. •`"'",.. __r _ ••.,.....-. '•� -,,. \.. _... r ._..r , t J 3 Y 39 9 ! 9 i L i 5i r .- _ - �3 . Y /J� IV RIP RAP APRON V,' t V. / , !j r• l !.. 62LFOF12" r HDPE @ 0.79 f! . ' r RIPRAP OUTLET APRON 4 INV=389.04�a tl f � 1 f ' COLLEGEi! _. „ f HOUSE - 1 / l 1 r , r rr'.r r F OUTLET CONTROL f : r STRUCTURE'OCS 1'// INV. OUT = 386.00 l.� fir, y ii 41, 1 2 "l 57 LF OF 24" ' ULVER ` T ..__. HDPE @ EXTENDED .- $TORMWATER BASIN F r. ;r tl t+ 390 ^ 390 RAP OUTLET APRON i f =385.50 ENLARGED DETENTION POND TOP OF POND = 391.0 BOTTOM OF POND = 386.0 \ ��' 0i' AJ F r t '' xz 1` i DMH-1 RIM = 391.0 INV. IN (NW) = 380.88 INV. IN (SW) = 381.34 ' ;1INV. OUT (SE)=380.62 81,,C.1.1„.Vr.W R. . 1 / ^� ` ~ 80 LF OF 30" HDPE @ 0.5% _ GRADING NOTES: 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 11/17119 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. R I FILL BE BROUGHT T REQUIRED GRADE IN 12 11. ALL AREAS REQUIRING LL SHALL OUG 0 QU 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. THE EXISTING DRAINAGE PATTERN WHEN IT IS NECESSARY TO INTERRUPT H S G G S AND/OR UTILITIES PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. LEGEND - - - - PROPERTY LINE EXISTING TREELINE PROPOSED TREELINE EXISTING CONTOUR 425 PROPOSED CONTOUR - --- r --- EXISTING SANITARY w - EXISTING WATER LINE - ST EXISTING STORMWATER SAN PROPOSED SANITARY ST PROPOSED STORMWATER Planning Board #20221027 Approval .. � pprovedXtTder authority of a resolution adopted / Z by e #a n 1g Board of the City of Saratoga Spring . Date Signed: t L3 SKIDMORE COLLE NEW HEALTH, WELLNESS, FITNESS AND TENNIS VNION 1SK 'I 110MMN I I M M Akkk N%%\,",\J;&x %,\\\ " �" ` _0-wma", �� \ \ � \ 50 Fountain Plaza Suite 200 Buffalo, NY 14202 P: 716.773.6800 F: 716.773.5909 www,cannondesign.com 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 RESPONSE TO COMMENTS 24 JA SITE PLAN APPLICATION 4 NC Rev. Description •�� OF NE Ll r cr 32� Drawing Title: SITE DRAINAGE PLAN Project No.: 2016098 Checked by: D L=301 © 2019 The Cannon Cor ti CONNECT TO EXISTING-- a 1F, TRICAL; SEE MEP PLANS CONNECT TO EXISTING WATER SERVICE 6"X6" TEE WITH (2) 6" GATE VALVES ELECTRICAL LINE; SEE MEP PLANS GEOTHERMAL LINE; SEE MEP PLANS DANCE CENTER CONTRACTOR TO CONFIRM EXISTING DANCE CENTER WATER SERVICE SIZE AND PROVIDE TEE AND GATE VALVE 6" D.I.P. WATER SERVICE —ST iT- ST-S J2�1 WILLIAMSON SPORTS CENTER CONNECT TO EXISTING GEOTHERMAL; F _.... SEE MEP PLANS \ t� ---- ----- PROPOSED HEALTH, ' WELLNESS, FITNESS a & TENNIS CENTER SMH-2 RIM=389.24 L-7i INV. IN=381.74 INV. OUT=381.64 CONNECT TO EXISTING INSTALL 6" SDR-26 PVC TELE/DATA INFRASTRUCTURE; AND CONNECT TO SEE MEP PLANS EXISTING 6" PIPE ST —ST—ST—ST ST ST ST ST .:::. �...� AVOID CON ICT WITH — INVERTS w.....::. mew . SAR 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 20OPSIG 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. SANITARY SEWER NOTES 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. LEGEND i — — — PROPERTY LINE -A EXISTING TREELINE PROPOSED TREELINE `._._....__ EXISTING CONTOUR 425 PROPOSED CONTOUR —----- - EXISTING SANITARY _.... _............... W------------ EXISTING WATER LINE ST - --------- EXISTING STORMWATER +� PROPOSED WATER SERVICE SAN PROPOSED SANITARY ST PROPOSED STORMLINE Planning Board #20221027 A rova 1A eg under authority of a resolution adopted h0@.§0ard of the City Of Saratoga Springs. ® i una person Date Signed: El SKIDMORE COLLEGE NEW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY 50 Fountain Plaza Suite 200 Buffalo, NY 14202 P: 716.773.6800 F: 716.773.5909 www.cannondesign.com 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 RESPONSE TO COMMENTS 24 JAN 2023 SITE PLAN APPLICATION 4 NOV 2022 Rev. Description Date Drawing Title: SITE WATER AND SANITARY PLAN Project No.: 2016098 Checked by. DTM L=400 © 2019 The Cannon Corporation TREES AND SHRUBS OTES C)SC.APING -\ 7r� DANCE CENTER 20 CT F M HE1 7 HP 20 CT F—HP FCA- 45 RF -'. }U A FAR 3 CA H 4 3 CA o / } CJb f Ar f 16 JV / 9 A HP r / k /} k\ \ IJr 7 VP 5 TP KEY QTY. BOTANICAL NAME COMMON NAME PLANTING SIZE ROOT SPACING COMMENT AM 4 Amelanchier x grandiflora'Autumn Brilliance' AUTUMN BRILLIANCE SERVICEBERRY 2 1/2"-3" CAL. B&B AS SHOWN CLUMP FORM AR 3 Acer rubrum RED MAPLE 2 1/2"-3" CAL. B&B AS SHOWN CA 37 Clethra alnifolia SWEET PEPPERBUSH 30"-36" SPD. CONT. AS SHOWN CC 2 Cercis canadensis EASTERN REDBUD 2?-3" CAL. B&B AS SHOWN HP 27 Hydrangea particulata'Little Lime' LITTLE LIME HYDRANGEA 30%36" SPD. CONT, AS SHOWN JV 107 Juniperus virginiana EASTERN RED CEDAR 6'-8' HT B&B AS SHOWN PO 1 Platanus occidentalis AMERICAN SYCAMORE 2 1/2"-3" CAL. B&B AS SHOWN QP 2 Quercus palustris PIN OAK 2 1/2"-3" CAL. B&B AS SHOWN OR 2 Quercus rubra RED OAK 2 1/2 3' CAL. B&B AS SHOWN RA 290 Rhus Aramatica'gro-Low' LOW GROW SUMAC 3 GAL. 18"" SPD. CONT. T O.C. TYP. TA 3 Tilia americana AMERICAN BASSWOOD 2} -3" CAL. B&B AS SHOWN TP 17 Thuja plicata'Spring Grove' SPRING GROVE WESTERN ABROVITAE 6'-8' HT B&B AS SHOWN VP 28 Viburnum Plicatum var. Tomentosum "Shasta" SHASTA DOUBLE FILE VIBURNUM 36"-40" HT, B&B AS SHOWN ALL TREES AND SHRUBS TO BE PLANTED IN MULCH CIRCLES OR MULCH BEDS. PERENNIALS & GROUNDCOVERS KEY QTY. BOTANICAL NAME COMMON NAME PLANTING SIZE ROOT SPACING COMMENT CT 52 Cotoneaster apiculat "Tom Thumb" DWARF CRANBERRY COTONEASTER 12"-18" SPD. CONT, 4' OC HE1 10 Hemerocallis'StellaD'oro' DAYLILY-YELLOW NO. 1CONT. CONT. 12" OC HE2 40 Hemerocallis'Happy Returns' DAYLILY - ORANGE NO. 1 CONT. CONT. 12" OC RF 45 Rudbeckia Fulgilda BLACK-EYED SUSAN NO. 1 CONT. CONT. 24" OC BIORETENTION BASIN PLANTINGS KEY QTY. BOTANICAL NAME COMMON NAME ROOT SPACING BAG 70 Andropogon gerardii BLUESTEM PLUG 24" O.C. BLS 65 Lobelia siphittica CARDINAL FLOWER PLUG 18" O.C. BPR 70 Panicum virgatum'Ruby Ribbons' RUBY RIBBONS RED SWITCHGRASS PLUG 24" O.C. BRF 100 Rudbeckia fulgida BLACK-EYED SUSAN PLUG 18" O.C. BSA 240 Sedum'Autumn Joy' AUTUMN JOY STONECROP PLUG 18" O.C. 30 \' BAG 55 BSA 65 m� BLS 4 TP k / l 12 CT 19 / BRIDGE RF; 1 70 \ \ A .x 1 \ BPR r' 110 1 BSA, f' 45 M BRF4\10« / M*,:.. "_,1 BSA COLLEGE J. HOUSE ERNST RETENTION BASIN ' LAWNco j+ ki ! I ; S v • / f / iI r1 I CO Ji a LAWN / �T � PROPOSED HEALTH,` WELLNESS, FITNESS LAWN & TENNIS CENTER WILLIAMSON SPORTS CENTER �\\ 2Y0. $ j E `, z; I EDGE OF CLEARING w LAWN 1.4 J r' 44. I t 1 2. ....... _ ..._..._....------ .. ss S _...._ _._.� _ _a _._._ _........... _ _._........_..._ ;l eqc� / 12' SIDE SETBACK PROPERTY LINE ; .` �f ; t , i Ii ' I� �._.... STONE RET, W>•;? L FqP 2 2 QR QP TREES { f 40 0 10 20 30 Scale: 1" = 40' 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. LEGEND — — — — PROPERTY LINE — — PROPERTY SETBACK EXISTING TREELINE LIMIT OF CLEARING EXISTING TREES 00 PROPOSED DECIDUOUS TREES 0 PROPOSED EVERGREEN TREES 00 PROPOSED SHRUBS LAWN ERNST RETENTION BASIN WILDLIFE MIX BIORETENTION BASIN PLANTING Planning Board #20221027 Approval A r d der authority of a resolution adopted ! / Z 23 Pa d of the City of Saratoga Springs. ha72-1 erso Date Signed: 2 "� 0 PJ 4 a ", + a� i�t d VIM , iM. SKIDMORE COLLEGE NEW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY 11 mood-", 2017, N �Iftwwo 50 Fountain Plaza Suite 200 Buffalo, NY 14202 P: 716.773.6800 F: 716.773.5909 www.cannondesign.com 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 RESPONSE TO COMMENTS 24 JAN 2023 SITE PLAN APPLICATION 4 NOV 2022 Rev. Description Date Drawing Title: SITE LANDSCAPE PLAN Project No.: 2016098 Checked by: DTM © 2019 The Cannon Corporation. 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 .,5 FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS x OCCURS. GEOTEXTILE- WILL BE PLACED OVER THE ENTIRE _ "r < . �r•: AREA PRIOR TO PLACING OF STONE. , w: 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD a N : CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE •pug �,2� t ; �- ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. �1,0 �' ,r_ ^ 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 AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATE'RIAL APPROVED SEDIMENT TRAPPING DEVICE. OVER COMPACTED SUBGRADE 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. STABILIZED CONSTRUCTION ENTRANCE SCALE:NTS 10' MAX. TO 4 36" MIN. FENCE POST 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND w ❑ 77!� :.:........ . FILTER FABRIC - w > UJ1::::.+ ...... ........ . ...: .. ::... . .:: .................... :: .:.:,.++'�'++..'. z = cD m Q......... : ....... ............... .......... .. : ......................... .: .. .............. :.. : - 0 N O Lu . :::::::::::..... JJ F- Z FLOW : : :::::.:::::::. .en c ip ::. ::::. of _ .. N =_.., :::c:: i:�?? .......... .. ................ CO EMBED FILTER CLOTH MIN. 6" INTO GROUND PERSPECTIVE FILTER FABRIC; FASTENED SECURELY VIEW TO FENCE POSTS W/ STAPLES SECTION 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 C IONS OF FILTER CLO TH ADJOIN EACH OTHER THEY SHALL BE OVE RLAPPED BY SIX INCHES AND FO LDED. FILTER CLOTHE SH ALL BE EITHER FI LTER X MIRAFI 100X STABILINKA T140N OR APPR OVED EQUIVALENT. Q LENT. 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. SILT FENCE 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 _; II \_i PROTECTION FENCE U SCALE: NTS DRIP EDGE ORANGE POLYETHYLENE WARNING FENCE OUTLET CONTROL STRUCTURE LIGHT STONE FILL, TYP. FLOW NYSDOT #2 STONE NOTES: 1. SEDIMENT SHALL BE REMOVED WHEN THE RIPRAP SEDIMENT HAS ACCUMULATED TO ONE-HALF THE HEIGHT OF THE STONE BERM. END STONE 1' 2. LIGHT STONE FILL SHALL MEET NYSDOT MIN. ABOVE REQUIREMENTS FOR 620.02. STONE BERM 3. TIE THE STONE BERM INTO THE CULVERT DESIGN EMBANKMENT A MINIMUM OF 1 FOOT ABOVE THE ELEVATION DESIGN ELEVATION OF THE STONE BERM. HALF PLAN VIEW 3'-0" OUTLET CONTROL p STRUCTURE 00 lI2 >�.1I1 11 .z '. NYSDOT #2 J1 STONE 1 FILTER 2 LIGHT STONE 29_p�� FABRIC FILL, TYP. CC(`T1nK1 WICIA/ KEY TRENCH TEMPORARY INLET PROTECTION FLOW SCALE:NTS NOTE: 1. SILT SACK SHALL BE MAINTAINED & REMOVED ONLY AFTER ACCEPTANCE OF ROADWAY. \M�N��OFF SILT SACK SHALL BE CLEANED PERIODICALLY S�0 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 USE SILT SACK UNDER GRATE TO IN -PAVEMENT STRUCTURES ONLY DURING CONTROL SEDIMENT RUNOFF. AND AFTER INSTALLATION OF PAVEMENT. SACK BE MAINTIANED SER�NpFF CLEA EDALL ON A REGULAR BASISD `NOD, (SEE NOTE) INLET PROTECTION - FINISHED PAVED AREAS 4 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. EROSION CONTROL MATTING WATERPROOF PERMANENT SIGN READING: "TREE PROTECTION AREA" z METAL POST SCALE:NTS 8' MIN. CONCRETE WASHOUT CONCRETE WASHOUT SIGN STAPLES (2 PER BALE) STRAW BALE /� 10 MIL PLASTIC / LINING N SCALE:NTS STAKE 2"X4" WOOD FRAME � a Z �U 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. -III III III-� INLET PROTECTION - FINISHED PAVED AREAS 1^1-nr Al nrn f'. I'lr/Y ,,...... SCORE JOINT CONCRETE PVMT. EXPANSION/SCORE JOINT TOP COURSE -NYSDOT ITEM 402.098302 -9,5F3 H.M.A. 80 SERIES COMPACTION - - f-TACK COAT - NYSDOT ITEM m 407-0102 DILUTED ¢❑ o ui BINDER COURSE - NYSDOT ITEM it ::) 402.198902 - 19F9 H.M.A., 80 o m W SERIES COMPACTION PG =) BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR GEOTEXTILE MATTING SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR ASPHALT PAVEMENT BROOM FINISH PERPENDICULAR TO WALK 5" CONCRETE AT WALKS OR 8" CONCRETE AT DUMPSTER, SHED, AND BLEACHERS; SEE CONCRETE SPECIFICATIONS 6" X 6" NO s 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: 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 WOOD OR METAL GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN STAKES (2 PER BALE) 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. mi CONCRETE PAVEMENT 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 a s o o a 0 o 0 c 0 0 0 o a o o a SCALE:NTS 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 CONIC. PAVEMENT. NOTES: SCALE:NTS 1. PAVEMENT E S CTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADING S ARE NOT EXCESSIVE. BASED ON ANTICIPA TED VOLUMES AND LOADS, THE CITY ENGINEER MAY RE QUIRE UIRE STRUCTURAL QPAVEMENT 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. PAVEMENT TOP BINDER GRAVEL TYPF ff)I IR. r'.rml IRSF r nI IPRF 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. SCALE:NTS Planning Board #20221027 Approval pr der authority of a resolution adopted 1 d.43 an i f the City of Saratoga Springs. C irp rson Date Signed: 14 El SKIDMORE COLLEGE NEW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY gym\ aaao �� 0\� p aam\ � �\ as a �� o�oa m @ \�a�aa 50 Fountain Plaza Suite 200 Buffalo. NY 14202 P. 716.773.6800 F: 716.773.5909 www.cannondesign.com 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 RESPONSE TO COMMENTS 24 JAN 2023 SITE PLAN APPLICATION 4 NOV 2022 Rev. Description Date Drawing Title: SITE DETAILS Project No.: 2016098 Checked by: DTM L=700 © 2019 The Cannon Corporation. 3" STONE DUST COMPACT SUBGRADE TO STONE DUST PATH 90% STANDARD PROCTOR. 24" 3' 24" z Q n w w z 2 0 CROSSWALK SCALE:NTS SCALE:NTS PROPOSED EXISTING PAVING PAVING 6" KEYED PAVEMENT TO BE FLUSH WITH TOP COURSE EXISTING PAVEMENT TO REMAIN BINDER COURSE r 142" MINIMUM DEEP KEY INTO EXISTING PAVEMENT COMPACTED BASE MATERIAL COMPACTED SUBGRADE PAVEMENT KEY NET STRAP GROUND F' SCALE:NTS BROWN PLASTIC SLEEVE .'�_TO COVER ENTIRE EXPOSED SURFACE OF BOLLARD LU CONCRETE FILLED 6" DIA, RIGID GALVANIZED Q STEEL PIPE 0 0 FINISHED Z GRADE 0 1 z w O z F O O w Z \_12" DiA. MIN. CONCRETE FOOTING TENNIS COURT NET STRAP LOCATED IN CENTER OF COURT n K��5 CONCRETE NET STRA �Ky > ANCHOR FOOTING.. COMPACT SUBGRADE -_ _... b... _ 6" SUBGRADE 6" 24" SQ. 6" TENNIS NET POST AND STRAP ANCHOR CONCRETE NET POST FOOTING DRAIN TUBE TO EXTEND TO BASE MATERIAL SCALE:NTS SCALE:NTS $'X10' CONCRETE PAD FOR SHED; COORDINATE FINAL SIZE SURFACE OUTSIDE OF TENNIS COURT STRIPING TO BE A AND LOCATION WITH OWNER'S REPRESENTATIVE, TYP. DARK GREEN APPROVED BY OWNER'S REPRESENTATIVE 16LENGTH OF 10' HT. FENCE IN EACH 15-0" 227'-0" CORNER OF SPECTATOR LINE, TYP. 10 SURFACE INSIDE OF TENNIS COURT 106-0" STRIPING TO BE A LIGHT GREEN S APPROVED BY OWNER'S REPRESENTATIVE 15'-0" 5T-0" S �w =z ----- — �—A�TA W — ---r- 36 -0 TYP. x x U o 8 `� x 12p-0" = I I o �+ } CONTROL JOINT 1'-0" 27'-0" TYP. TIP .t l ( w CL P 5 NET & 701 POSTS W. L I I ( I x , `\ I - I W I c I LL o x I I I I ;M I x w I I W i x LL I I t- z — I I. L m I U m I 4'-6" 2T-0° 36'-0" TYP. 0 2 X4 W a x 4 -6 x CENTER MARK S-B I p a f- u �^ \ x—x—x—x—x—�N-� x—x—x—x \ x—x—x—x x—x—x—x—x—x ._ / X—X—X—X—X——X—X—X—X� \� X—X—X X X— X—x—X—X—X Z C u w -x I S I --x w S COURT EDGE 7 � a c U I 0 I -701 1 co UJ I i I N r x ZI I ,... I I I I S-8 w x w I Z ��t�\ IHN W L`\ I w w x I I I i I I x i x x I I I I I I=U ( S ❑ =U S Q W i T I CD W i S-B I U_ LL — X-X X 10 TENNIS COURT FENCE 10' HT. 8 L-701 BLACK PVC COATED CHAIN LINK CONTROL JOINT AT NETLIKE L-lfl1 FENCE, POSTS @ 8' O.C. MAX. SET 1' AND BETWEEN COURTS LEGEND: INSIDE EDGE OF ASPHALT S SCREEN FABRIC (BY OTHERS) 8'X10' CONCRETE PAD FOR SHED; S-B SCREEN FABRIC WITH BRANDING (BY OTHERS) COORDINATE FINAL SIZE AND LOGO ON SURFACING; FINAL LOCATION OF LOGOS LOCATION WITH OWNER'S i 1 TO BE CONFIRMED WITH OWNER'S REPRESENTATIVE, TYP. REPRESENTATIVE PRIOR TO INSTALL DTENNIS COURT LAYOUT SCALE:NTS 10 TENNIS COURT TENNIS COURT ASPHALT L-701 CHAIN LINK FENCE PAVEMENT 1'-0" UNLESS OTHERWISE NOTED ON PLANS OR ALONG RETAINING WALL FINISH GRADE SCALE:NTS 1" TOP COURSE; NYSDOT ITEM #402.09 TENNIS COURT COLOR COATING; SANDED ACRYLIC FINISH AS SPECIFIED COLOR COATING 1 112" 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. CONTROL JOINT 2" BINDER COURSE; NYSDOT ITEM #402,25 8" GRANULAR SUBBASE 0) A" I AYPP.0 TYP -----------\7LVIL/\IILI-.1 (9LJi\IV COMPACTED SUBGRADE TENNIS COURT ASPHALT PAVEMENT SCALE:NTS NOTE: TENNIS PAVEMENT TO EXTEND 6" MIN. BEYOND PERIMETER FENCE. a =s a a 18"OTYP WIRE TIES 18" O.C. MAX. 4"FROM TOP AND BOTTOM POSTS AND RAILS 1 3/4"' C.L. MESH WIRE TIES AT POSTS & RAILS o co Z O0 "?. w 1.66" O.D. BOTTOM RAIL (TYP) CONCRETEFOOTER AT ALL POSTS. (TYP) FINISH GRADE 1" MAX. SPACING CORNER, GATE, END AND PULL POSTS RAIL END OR 1 3/4" C.L. MESH DOUBLE RAIL 1.66" O.D. CORNER, GATE, END END AS NEEDED BOTTOM RAIL AND PULL POST. POST BAND 1 3/4" C.L. — 15"O.C. MAX. MESH 4" FROM TOP CARRIAGE— AND BOTTOM TENSION BAR TO BOLTS WIRE TIES f ENGAGE EACH @ 18" O.C. FABRIC LINK (TYP) BOTTOM RAIL TENSION BAR ATTACHMENT 10'-0" �retr rtit POST CAP, TYP, 1800 HINGE, TYP TENSION BARS 4" O.D. GATE POST 2" O.D. GATE FRAME FINISHED GRADE 3,000 PSI CONCRETE FOOTING 18"0 DIAMETER 1. ALL POST, RAILS, MESH AND HARD WARE 1" GALVANIZED STEEL PIPE SHALL BE GALVANIZED WITH BLACK PVC SLEEVE VINYL COATING OR GALVANIZED FINISH. 6" DRAINAGE STONE WRAPPED SEE PLANS. IN FILTER FABRIC 2, INSTALL BRACE ASSEMBLY ON ADJACENT FENCE SECTION, VINYL COATED CHAIN LINK FENCING & GATES FINISHED ALUMINUM SEATBOARDS,TYP. GALVANIZED FINISHED CHAIN LINK FENCE RAIL, TYP. FOOTBOARDS, TYP. BLEACHER DETAIL :NYrYI ANCHOR BLEACHERS TO CONCRETE USING WEDGE ANCHOR AS RECOMMENDED BY THE MANUFACTURER FINISHED GRADE 10'-fl° CROSS SECTION Planning Board #20221027 Approval Ap rov under authority of a resolution adopted 1112. t n g Bo d of the City of Saratoga Springs. / hairper on Date Signed: Z LI SCALE: NTS SCALE:NTS El SKIDMORE COLLEGE EW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY J"A "' kx N l" moo?% No \�� \\ \ova 1" 50 Fountain Plaza Suite 200 Buffalo, NY 14202 P: 716.773.6800 F: 716.773.5909 www-cannondesign rom CONSIGLI CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 www.consigi.com THE LA GROUP 40 Long Alley Saratoga Springs; NY 12866 www.thelagroup.com RESPONSE TO COMMENTS 24 JAN 2023 SITE PLAN APPLICATION 4 NOV 2022 Rev. Description Date i' Drawing Title: SITE DETAILS Project No.: 2016098 Checked by: DTM L=701 © 2019 The Cannon Corporation 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 DECIDUOUS TREE PLANTING NOTES: TREE SHALL BEAR SAME RELATIONSHIP TO FINISH 1 f GRADE AS IN THE NURSERY. NEVER CUT A LEADER. TREE SHALL BE PLUMB & STRAIGHT. INSTALL 3 GUYS PER TREE EQUALLY SPACED AROUND n>? ROOTBALL. ATTACH 118" 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. �r GALV. TURNBUCKLE >1 PER CABLE EQ. Q. t 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 j = CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% 2'-0" UNDISTURBED SUBGRADE EVERGREEN TREE PLANTING �l SHRUB PLANTING 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 2'-0" BENCH BOLT BENCH TO PAVEMENT PER MANUFACTURER RECOMMENDATIONS +1-19-3/8" POWDER COATED BLACK STEEL BIKE RACK, MODEL 4180-IG-P BY BELSON OUTDOORS OR APPROVED EQUAL EXPANSION JOINT —CONCRETE WALK \ �— 8" ACHOR ROD \ f\\ \\f\\\ CONCRETE FOOTING r.r fr........._ a.. a.... .......>_. 6 6 COMPACTED SUBGRADE IMIU N 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 c" SECTION 103 WHEREAS THE SYMBOL CLEARLY DISPLAYS A WHEELCHAIR AND SIGNIFIES ACCESSIBILITY. ACCESIBLE PARKING MARKING SCALE:NTS ANSI STANDARD HANDICAP SYMBOL SEE DETAIL 7/L-702 00 + o o c.� NO -PARKING STRIP PAINTED—� WITH 4" DIAGONAL LINES CD 0 ELEVATION - SIDE ELEVATION - FRONT NOTES: 1. VERIFY DIMENSIONS OF BICYCLE RACK & STAKE LOCATION PRIOR TO START OF FOOTING CONSTRUCTION & INSTALLATION 2. INSTALL EMBEDDED ANCHORING PER MANUFACTURERS SPECIFICATIONS BIKE RACK LOCATE SIGN 2' OFF EDGE OF 00 CURB OR WALK 0 :"11 `—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 ICI /--(LAWN OR PLANT BED) 08 I I : I �,. a i COMPACTED �SUBGRADE NOTE: 1. OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. 2. INSTALL 2' FROM EDGE OF PAVEMENT. TRAFFIC SIGN DETAILS SCALE:NTS TEXT LETTER APPROX. SIZE M.U.T.C.D. SIZE TYPE OF SIGN NO. VED P�a G SEE 12" X 18" ® M.U.T.C.D. 1.5 S.F. P4 - 6C NO ANrnME 12" X 18" P1-1 4 1.5 S.F. SEE 12" X 16" R6-2R wnr M.U.T.C.D. 1.5 S.F. W. SEE 30" X 30" M.U.T.C.D. 6.25 S.F. R5-1 pup, SEE 12" X 18" v>ia�s M.U.T.C.D. 1.5 S.F. SCALE: NITS 4" WIDE PARKING LINES PAINTED WHITE, TYP. � 0 a UJ mw U wU) U CD Y O Z 0- NON -ACCESSIBLE PARKING SPACE (TYP.) SCALE:NTS 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 61-702 FREE STANDING "NO PARKING" SIGN TO MEET ANSI STDS. (12X18" MIN. SIZE. 4'0" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). SEE DETAIL 61-702 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. NOTE: SEE DETAIL 61-702 MAXIMUM SLOPE WITHIN ACCESSIBLE PARKING AND/OR STRIPED AREA SHALL NOT EXCEED 1:50 (2%) L ASPHALT WALK --► 9.00' 9,00' RESERVED PARKING LAYOUT Well ONE WAY ARROW MARKING Planning Board #20221027 Approval A pr d under authority of a resolution adopted a nkn rd of the City of Saratoga Springs hairp rson Date Signed: 2 �� SCALE:NTS SCALE:NTS 0 FA SKIDMORE COLLEGE NEW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY �\4\ goo On IN _N N, 11 IN k..m 50 Fountain Plaza Suite 200 Buffalo, NY 14202 P: 716.773.6800 F: 716.773.5909 www.cannondesign.com 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 RESPONSE TO COMMENTS SITE PLAN APPLICATION 24 JAN 2023 4 NOV 2022 Rev. Description Date �NUS%ppF 1. MCP sf 4 I + 98 OF We Drawing Title: SITE DETAILS Project No.: 2016098 Checked by: DTM L=702 © 2019 The Cannon Corporation. HEAVY-DUTY CAST IRON FRAME AND GRATE IN GRASS IN PAVED AREAS I AREAS ASPHALT OR CONCRETE PAVING CONC. GRADE RING AS REQ'D. 00 ------------ SEE GRADING AND DRAINAGE PLAN FOR SPECIFIC o z_ INVERT ELEVATIONS 6" 2' 6" 6" & PIPE DIAMETERS. SQ. MI 12" MIN. CRUSHED STONE BASE COMPACTED DROP INLET SUBGRADE TOPSOIL - PVC INLET DRAIN z C YARD DRAIN FRAME AND GRATE r—FINISH GRADE SCALE:NTS SCALE:NTS 2' MIN. z w ALUMINUM EDGE o Q 2% RESTRAINT, TYP. m < (MIN.) 6" MIN. ;;0, ,` r . _ C. T. PROVIDE 18" STAKES AT 24" O.C. GEOTEXTILE SEPARATION �s ` J, OR AS RECOMMENDED BY FABRIC, AROUND, BOTTOM 6" MIN. MANUFACTURER AND SIDES" J NYS DOT SIZE 2 UNDERDRAIN GEOTEXTILE SEPARATION STONE, 8" DEPTH; FABRIC 4" PERFORATED HDPE PIPE, WHERE INDICATED COMPACTED SUBGRADE DRIP STRIP 50/50 MIX OF DOT ITEM 620.03 STONE FILL LIGHT & DOT ITEM 620.04 STONE FILL MEDIUM CORRUGATED HDPE STORM-, SEWER PIPE; REFER TO PLANS FOR SIZE & LENGTH HDPE FLARED END SECTION 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 SCALE:NTS PROPOSED FINISHED GRADE - SEE PLANS GALVANIZED STEEL FLARED END SECTION 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 I0 W U_ SCALE:NTS SCALE:NTS PIPE WASH 2"± PER FOOT A CHANNEL DEPTH 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 PIPE L B4-1 B ONE-WAY INVERT 1 /2" PER --OT (MIN.) BITCH BOSS MH 2"± PIPE PROJECTION INTO MH, TYP. B A A FORM SMOOTH CURVE PLAN MULTIPLE INVERT Bt FORM SMOOTH CURVE 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. KIT F NVERT IN 0.10' (MIN.) - 2'-6" (MAX.) INVERT OUT 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 w i KCr•GK Lu TO NEW PVMT. DETAIL ww a 00 BURIED METALLIC NOTES: w U c� IDENTIFICATION 1. FINAL TRENCH BACKFILL z z 1.a. IN NON -PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE Q g WARNING TAPE EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE z . - FINAL TRENCH BACKFILL ENGINEER OF RECORD; OTHERWISE IT SHALL BE w of (SEE NOTE) STRUCTURAL FILL. MIN. MOD. PROCTOR DENSITY SHALL BE 85 > o PERCENT. C14 PIPE ZONE BACKFILL 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE 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. t° MIN. TYPICAL PIPE TRENCH SCALE:NTS FRAME AND GRATE, CAMPBELL FOUNDRIES CEMENT MORTAR ALL NO. 2816B OR APPROVED EQUAL AROUND FRAME F.G. PAVEMENT PITCH — PITCH 00 PRECAST CONCRETE GRADE AS REQUIRED; CEMENT RINGS, MORTAR SHALL BE PLACED - - a � __...°.{-�-�i._.._:: BETWEEN SECTIONS AND ON ENTIRE o ;::::::::::::: � I '•:::::::.... EXTERIOR. '.. J. 2' REINFORCED PRECAST CONCRETE BARREL E E._.......... G ......... SECTIONS AS REQUIRED, MANUFACTURED IN 4'-0" DIAM. 3 8" -w.i ACCORDANCE WITH ASTM C478-85a. : "' SHIPLAP JOINT MADE WATERTIGHT WITH BUTYL ROPE BETWEEN STRUCTURE SECTIONS APPLY BITUMASTIC JOIN w -!-- .: PIPE SIZE & ° — .`__i_.. ' COMPOUND ALL AROUND AFTER ASSEMBLY. __tit ! N } INVERTS AS ==--: i i-: :_.' `.:;---:j INDICATED ;.'..__ _, { SELECT GRANULAR BACKFILL. ON PLANS. FLOW PIPE & SLOPE AS PER PLAN (TYP) I --=•-..€._ SUMP BOOT TYPE FLEXIBLE MEMBRANE SLEEVE _ _..., :............. d a �� a REINFORCED PRECAST CONCRETE INTEGRAL { ` t_. WALL AND BASE SECTION .. ....... ..... , ._._..._, i .........i j ....._......j . I i.._......_ i, i ' ........_ { _.... ............. i I.............i f E....... { : ............� .......,...i p 3 :..._.. ; j . , 3 3.. ...... 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 GRAC NOTES: SECTION A -A 0 ROOFING FELT -HRUST BLOCK r7 WATER MAIN (OR SEWER FORCE MAIN) \\ CONCRETE THRUST s BLOCK SCHEDULE 4,000 P.S.I W=`N\DEN ✓' UNDISTURBED SOIL PLAN (TYP.) r\\; '. 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 V± = LID W + I.D. - I.D. THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY 61 WHERE: YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED. V = VOLUME IN CUBIC YARDS L = LENGTH OF BLOCK IN FEET 2. CONCRETE NOT TO OVERLAP ANY JOINT. D = DEPTH OF BLOCK IN FEET W = WIDTH OF BLOCK IN FEET 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH I.D. = INSIDE DIAMETER OF PIPE IN FEET REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 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 1-1l4° (1/32) BEND PIPE SIZE INCHES AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS D x L D x L D x L D x L D x L 6 3.2 1.5x2.5 4.5 2.0x2.5 2.4 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 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 CONCRETE THRUST BLOCK ECTL_0 0 a. ° a '—UNEXCAVATED/ 0 UNDISTURBED 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 00 CONNECTION TO EXISTING WATER MAIN Planning Board #20221027 Approval Apr ed under authority of a resolution adopted I / z 2 3 h nin oard of the City of Saratoga Springs Chairperson Date Signed: SCALE:NTS El SKIDMORE COLLEGE EW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY \ \\�Nl' � �,�� rmRml MM" rya 50 Fountain Plaza Suite 200 Buffalo, NY 14202 P 716.773.6800 F: 716.773.5909 www.cannondesign.com CONSIGLI CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 www.consigii.com THE LA GROUP 40 Long Alley Saratoga Springs, NY 12866 www.thelagroup.com RESPONSE TO COMMENTS 24 JAN 2023 SITE PLAN APPLICATION 4 NOV 2022 Rev. Description Date co t<0- r_ Cr { n I w T 2 81339 A�FESS10�P Drawing Title: SITE DETAILS Project No.: 2016098 Checked by. DBH L=703 © 2019 The Cannon Corporation. Z 0 In FINISHED GRADE.- \\ \r \\ \ \\ \\ \ \ Z 00 a- * SEE NOTE FULL LENGTH OF PIPE CENTERED ON SEWER LINE WATER LINE SANITARY SEWER (GRAVITY OR FORC 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 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. UTILITY CROSSING DETAIL SCALE.NTS 12" 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 T-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. 1'6 -" MIN. V-0" SARATOGA STD. 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 2 BREAK FLANGE 19 FINISHED PAINT SCHEDULE: LOWEST PART OF T GRADE BOLTS TO BE \ �ja\\f\\ r A. � COLOR OF A MIN. 1-1/2 I. I \° ? SIZE OF BONNET AND COLOR OF ABOVE F.G. AND A MAX. , ;< MAIN CONNECTOR COVERS BARREL 8" ABOVE F.G. ;,M n o 6" BLUE YELLOW UJ `/` \ \�/>\� =" \ \,� \� LZ:)L 8" GREEN, FOREST YELLOW + f\ , a 101, BROWN YELLOW r z VALVE BOX ( TELESCOPIC W 6" MJ. . 12" GRAY, BATTLESHIP YELLOW ca ca _ o PATTERN) GATE VALVE Q o SARATOGA 14" GREEN, LIGHT YELLOW I ( „ POLYETHELENE 0 a "' STD. - w 16 ORANGE YELLOW m MUELLER > 20" BLACK YELLOW BUILDING PAPER c, 0 W A-2360) 0 24" YELLOW YELLOW CRUSHED STON TIE ROD MAIN SIZE 1 AND 1A ° DRAT ° °...... ..........e.,.. CONCRETE THRU BLOCK. 3,000 (NOT REQ'D IF R.G. ;� a.' F 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 2 MULCH LAYER BIORETENTION SOIL MIX CRUSHED STONE WITH---� MIRAFI 160N FILTER FABRIC. MIN. 12" OVERLAP PERFORATED PVC PIPE, - TYPE BPATTERN WATERPROOF LINER SPECIFICATIONS: 4" SOLID HDPE PIPE SCALE:NTS 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. BIORETENTION AREA TOP OF POND= 391' 6" DEEP CLAY LAYER MIN. 50% PASSING #200 SIEVE AND MAX PERMEABILITY OF 1 X10-5 CM/SEC POND LINER TOPSOIL AND SEED 389' SCALE:NTS BOTTOM OF POND= 386' SCALE: NTS 2'-6" FINISHED GRADE CLEAR OP'NING CAST IRON MANHOLE FRAME AND COVER - ._.... .....................__... _ -- _...__ _..____.._._..__._._.._.. CAMBELL #1016 OR EQUAL, TOP SURFACE �; ° :.�� CHECKERED AND LABELED "SANITARY SEWER" WITH LIFTING NOTCHES & VENT HOLES AS ' U a REQUIRED. (FRAME TO BE SET PARALLEL TO AS REQ'D TO ADJUST TO FINISHED GRADE. CONE* IT, OL 8" `._ \r AND LONGITUDINAL SLOPE OF EXTENSIONS .... �`��,\ �/\ PAVEMENT AND FLUSH TO 1/4" BELOW F.G.) USE PRECAST UNITS \\r\` N ,4 \r \` \ \ \ PRECAST CONCRETE GRADE RINGS \!\ ' I I \�/ Z \�/ x 6"(MIN.) TO 20"(MAX.) NO CONCRETE \,r \ \ \,. \ \. ECCENTRIC ' j` \/�!\ \i BRICK SHIM COURSES CONE \\\` \ : \X\��\ PRECAST CONCRETE SECTIONS - SECTION M 4,000 p.s.i. AT 28 DAYS, AIR - ENTRAINED REINFORCED PLASTIC NON -SLIP STEPS PER NYSDOT 725-02.01 \\f�,�\....._ �'-'r — FOR SANITARY MANHOLE, JOINTS \\ v �\\\\\ BUTYL SEALED - INDUSTRY STD. \\� )":\ OR A.O.B.E. i '` x'" FOR SANITARY MANHOLE, BOOT TYPE RISER SECTION Q \j% 5" I FLEXIBLE MEMBRANE SLEEVE FOR \ 4'-0" I MIN.* PIPE TO MEET ASTM SPEC. NO.C-923 \%\ 2 11 P (SHOP DRAWINGS REQ'D) 1.) ALL MANHOLES TO BE PLACED IN �;�\ PER -� ANY TRAFFIC AREAS SHALL MEET /x//X \ F��j �� CIRCUMFERENTIAL AASHTO HS20-44 WHEEL LOADING \f\ REINFORCEMENT 0.12 sq. in. PER LIN. FT. MIN. REQUIREMENTS. N 4000 PSI CONCRETE BENCHWALL o FOR SANITARY MANHOLE • BOTTOM \ \ SIZE AND LOCATION OF PIPES \ :...� __m. \\,'�. AS SPECIFIED SECTIONbo \ 12" CRUSHED STONE •r\°x/ I��'`f £, c=.Yj�\ \ \\\\\\ } _ u :o ; ; `; '`. y W \ t` `., UNDISTURBED SUBGRADE OR ADDITIONAL FOUNDATION STONE A.O.B. E. SANITARY MANHOLE CRUSHED STONE (NYSDOT #1) J 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' FLOW 6" SELECT GRANULAR BACKFILL � �. _ __ _. UNDISTURBED OR 12" SUMP, TYP. COMPACTED SUBGRADE OUTLET CONTROL STRUCTURE 118 LONG SWEEP BEND 4" SDR 26 PVC 6" BUILDING LATERAL 24" WIDE x 6" HIGH ORIFICE 3"x3" ORIFICE 24" HDPE CULVERT ELEV=386.0' 12" THICK CRUSHED STONE .� BASE STORM SEWER PIPE INLET SECTION Planning Board #20221027 Approval Appr u der authority of a resolution adopted I L Z !a of of the City of Saratoga Spring . hairp rson Date Signed: 7,1 0 SCALE:NTS SCALE:NTS V SKIDMORE COLLEGE NEW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY 21 sal ai N 50 Fountain Plaza Suite 200 Buffalo, NY 14202 P: 716.773.6800 F: 716.773.5909 www.cannondesign.com 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 RESPONSE TO COMMENTS 24 JAN 2023 SITE PLAN APPLICATION 4 NOV 2022 Rev. Description Date NEty►B. r r- 6 W � 2 091359 �? OASS10�� Drawing Title: SITE DETAILS Project No.: 2016098 Checked by: DBH L=704 ©2019 The Cannon Corporation. 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"' BELOW FINISH GRADE OF SURROUNDING CONCRETE. 4. PROVIDE 1" DEEP WITH 4° RADIUS TOOLED CONTROL JOINT IN CONCRETE AT EVERY OTHER TRENCH DRAIN SECTION. 5. PROTECT EXPOSED TRENCH DRAIN SURFACES FROM CONCRETE SPLATTER AND DEBRIS. TRENCH DRAIN WIRE MESH OR REBAR RAUPEX PIPE, 3" TYP. IN MIDDLE OF SLAB 1 1-1 /2" TO 2" TYP. NOTE: CHECK WITH INSULATION MANUFACTURER TO ENSURE IT MEETS REQUIRED COMPRESSION STRENGTH POLYETHYLENE MOISTURE BARRIER, 6 MIL TYP. CONCRETE INSULATION NOTE: TRENCH DIMENSIONS AS REQUIRED BY SPECIFIED PRODUCT. EXPANSION JOINT AND SEALANT 4SPHALT PAVEMENT SECTION TRENCH DRAIN CONCRETE ENCASEMENT, 4000 PSI, MEETING REQUIREMENTS OF CLASS J MIXTURE. JLAR SUBBASE -TRENCH DRAIN -EXPANSION JOINT CONCRETE ENCASEMENT, 4000 PSI GRANULAR SUBBASE 6" HDPE PIPE, CONNECT TO DRAINAGE SYSTEM RADIANT HEATED CONCRETE WALK DETAIL SCALE:NTS 1 " TYP. EDGE INSULATION SCALE.NTS HANDRAIL ALONG RETAINING WALL TO BE CONTINUOUS WITH INTEGRATED LIGHTING STEEL HANDRAIL 'AINING WALL STAIR -DRAINAGE MAT GRAVEL WITH 6" 3 PERFORATED PIPE SECTION AT SUNKEN COURT STAIR - LOWER LANDING SCALE:NTS ST. STEEL HANDRAIL CONC. STAIR € E �,� RETAINING WALL I E3Y A 6 i t � ~P. A = I -..- 1 '• I _ .. _ _ .(I DRAINAGE MAT m.. 1 I �, � 3�?-�s .S��G f M1rr•Ka. ;r i.;�a 'tea- ��"K � �-V°�:>� GaSj' �C-?; -� -.:.. I 1 i---�--- E E �---- '� � �i��ir^�. � _ GRAVEL WITH 6" Q >?pp>c;r PERFORATED PIPE i # " m - ' : - - a v . - ":4bt;6,'�_y'f+.`y,,,�,.w i 4Y^l'i�. `6 A. R^, �.•.4 `�� • �' f 1 E i ' d.d.`� i r, t_ t c . - 222 ; v_ i.l + 1 SECTION AT SUNKEN COURT STAIR - UPPER LANDING SCALE NTS I c: b I F.G. CONC. SIDEWALK HAND RAIL 12", TYP. c a d d M � 1 a �✓ I� a ° d d \, F. Rah d a%9' a i WASH TREAD TO ° 1rf ��' P DRAIN @ 1/4"/FT., TYP. F.G. CONC. SIDEWALK p. qq� I I. d a a a d CONC. STAIR .tea.��:Ia ��9' FOOTING, d TYP. 1 d �4 d° I ° p THICKENED ° EDGE, TYP. °� a ' �:. .A I 1 ;� ✓ I c 1 - j ba _ q . b a d I TYP. I° I 1''- - d P u d -: — 1 CONCRETE STAIRS ( I I_.�_' { - REFER TO L-300 FOR COORD. W/ ARCH. & = IF CHAMPERED =III =III GRADE ELEVATION CIVIL & SLOPE EDGE IS REQ'D AT TOP T/WALL EL=VARIES I.__ill SEE L-300 EPDXY COATED #4@12" HORZ. I.F.yd-` #4@12" HORZ. O.F. ISOLATION EPDXY COATED JOINT #4@14" VERT. I.F. ". 5 #5@14" VERT. O.F. . CONC L-705 STAIRS VERTICAL DOWELS i TO MATCH VERT. BARS - ^'° : Z _ _ _ _ _T/STAIRS <, EL=VARIES O cn SEE L-3.0 Q: SUB SURFACE DRAIN Ju► --1: �,. j E— #5@14" TOP AND A . O BOT BARS �� `t •_' ,�< <�, � '� e'er 4'-6" M U 1' 1'-6" #4@16" O.C. CONT. TOP & BOT NOTE: REFER TO L-200 AND L-300 FOR EXTENTS AND LOCATION OF RETAINING WALLS RETAINING WALL AT GARDEN SCALE: NIS SCALE: NIS 0 POST CAP INDUSTRIAL 180' HINGE TENSION BARS 6" 0 GATE POST 1.66" O.D. WELDED MID RAIL 2" O.D. WELDED GATEFRAME HEAVY DUTY CONCRETE PAD END & CORNER POST TENSION BAR TENSION BAND WITH CARRIAGE BOLTS AND NUTS PROVIDE 1/4" WASH ACROSS TOP OF FOOTING (typical) CHAIN LINK, TOP SELVAGE KNUCKLED TOP RAIL SLEEVE CONNECTION al d VINYL SLATS (TYP.) -� V 3,000 PSI CONCRETE d FOOTING 12" DIA. TYP. III: { 18 DIA. @ GATE POSTS 9 10'-0" O/C MAX. SEE PLAN FOR LAYOUT DUMPSTER ENCLOSURE FENCE 10'-0" .::.: 2. INSTALL BLACK PRIVACY SLATS IN FENCE AND GATE. DUMPSTER ENCLOSURE GATE DUMPSTER ENCLOSURE LINE POST TOP LINE POST BOTTOM SELVAGE KNUCKLED DMMERCIAL GRADE EAVY DUTY LATCH LASP WITH LOCK, TYP. Planning Board #20221027 Approval Ap rov under authority of a resolution adopted Z Z .bA I n irZq Bo of the City of Saratoga Springi. • air erson Date Signed: Z L/ 1� SCALE:NTS SKIDMORE COLLEGE EW HEALTH, WELLNESS, FITNESS AND TENNIS FACILITY am pN% "N 411 i.N4 W )INI \\\ % ��\ 50 Fountain Plaza Suite 200 Buffalo, NY 14202 P: 716.773.6800 F: 716.773.5909 www.cannondesign.com 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 RESPONSE TO COMMENTS 24 JAN 2023 SITE PLAN APPLICATION 4 NOV 2022 Rev. Description Date Drawing Title: SITE DETAILS Project No.: 2016098 Checked by: DBH L=705 © 2019 The Cannon Corporation, E 2�2 0 E 0C B la�l 0 A M, cr) 0 M 0 N.0 Z d� 00 sal C BID < vkm!rn ^ -Mvir-1,41 �RAIN RCAF 28' - 0-1 ",PF STEEL BASE WITH SSG MULLIONS WEST ELEVATION -FITNESS 1/16" = I'-V' 5 4 3 ZZ 0'4 114-:Off 7#40 PLASTER 9"MULLION CAPS ........ .... ......... .. 4 2 22*-W ROOF MEP BEYOND NORTH ELEYATIOI�I- FITNESS fl 22-0" - - ------ - --- .. ....... FIBER CEMENT FIBER CEMENT BOARD RAJN BOARD RAIN SCREEN SCREEN Rr 2 6-0 \4v 2 9 �E UPPER LEVEL --"'� ONT Ni STOREFR 14r�� 0 -Pv WITH SSG 40 91 MULLIONS — IV* STAINLESS STEEL GROU1%!9Y%L 0. EAST ELEVATION - FITNESS 3 LOWER --------- --- -14'- 0" 'FF 6 5 4 -2 2% FIBER CEMENT FIBER CEMENT BOARD RAIN BOARD RAIN SCREEN M., 3 SCREEN ----------- 3 V-5 3/8" ROOF 7 STOREFRONT .... ......... . WITH CAP MULLIONS — METAL PANEL 'I PER LE14 YE METAL PANEL UPPER LEVEL -- - ------ --------- i ---- -------- - 6L- CANOPY-- CANOPY, uw STOREFRONT _77 STOREFRONT WITH CAP WITH CAP ---------------- -- MULLIONS---- MULLIONS-- NP GROU E E _%J LEVEL - '�Frera NORTH ELEVATION - LOBBY WEST ELEVATION - LOBBY N 8 V All 2 4 5 6 10 "J 22t-Ow 22'-0" 32`-6" `STOREFRONT FIBER CEMENT PLASTER SOUTH ELEVATION - CIRCULATION 1/16"- 11-01, P I f \1 K)( H T R N L 181-W IF-00 i lWYAW 194r t8t-0" IV-00 31-6! J 20W ........... . . ............ . . . .................. . ..... A* . ..... .... . ..................... 0" 19-6- 181-0" STANDING SEAM 22 GA MTL. CLADDING __ .... .......... .. .. ---- ------- . . ....... f : MECHANICAL—- 28' -0!' EXTERNAL CONT. LOUVER GUTTER 9 . . ... ...... . . ....... ..... ...... ...... ...... ..... is - - - - - -------- UPPER LEVEL Av- T:- -0 P1 INSULATED MTL-- PANEL o d #20221027 annin r Bar COILING:DOOR-, A roval _11 J An unde authority of a resolution adopted r va' (Xu der aut i rd of tSpri he City of Saratoga ngsl e C drpe on EXTERNAL-- Ch DOWNSPOUT, I IED sill 7' Date Signed: INTO UNDERGROUND 1. STORM PIPING.,-. LOWER -14- 0" /DOWNSPOUT LX3 DOWNSPOUT LX3 DOWNSPOUT LX3 LX3 DOWNSPOUT LX3 DOWNSPOUT LX3 (REFER E`LX3 (REFER -1 LX3 (REFER (REFER (REFER (REFER (REFER (REFER TO ELEC)--J TO ELEC) TO ELEC)---- TO TO TO TO TO ELEC)"111, ELEC) ELEC) ELEC),,,, i ELEC)� P Fri �X U Z I A �1 H J K L m N S) T V W - 0 L w; 8' I1It04 W-W71110'43/4* t-a --- — ------- STANDING 22 Gi CLAt INSUI MTL I SOUTH ELEVATION - TENNIS 11161, = Vo 'ANDING SEAM 22,__`, A MTL, CLADDING EXTERNAL CONT. GUTTER INSULATED MTL— PANEL EXTERNAL—-, DWNSPOUT, TIED )UNDERGROUND STORM PIPING DOWNSPOUT X3 (REFER TO DOWNSPC ELEC) y WEST ELEVATION - TENNIS 1_1116 " = T- 0" 28! - 0" LIPPER] gV 14` - 0"Aw Gu.ROUND LEVEL 0",,", LOWER, LEVEL _L9,_A 1 _14* - 0`\_ n NEW TENNIS, FITNESS, HEALTH ANOWELLNESS FACILITY CAN0 N SGN 50 Fountain Plaza Suite 200 Buffalo, NY 14202 P: 716,773.6800 F, 716.773.5909 www.cannondesign.com CONSIGU CONSTRUCTION 915 Broadway, Suite 301 Albany, NY 12207 wwwxonsiglLcorn THE LA GROUP 40 Long Alley Saratoga Springs, NY 42866 www.thelagroup.com Project No.: 006139, 00 Checked by: Checker A=300m00 0 2019 P* Gmftm Capxatm. E CIL,2 =) M 0 � 0 0 1= �9 20- M.0 a 0 Q �9.0 2 Z a. 0 m -0 cm, 0) 2 a k I ELECTRICAL SITE LIGHTING PLAIN -1..1.111---1-------1 ............................................. - V = 40'-0" PROKRTY LINE FITNESS AND TENNIS FACILITY < F04 "sil -ILL: -4CL FA authority of a resolution adopted- Z. �rd of the City of Saratoga Springs7 hairperson 2 / -L I ! 1-5 GENERAL NOTES: A. CONTRACTOR SHALL SURVEY AND VERIFY EXISTING LUMINAIRES AND UNDERGROUND UTILITIES IN FIELD PRIOR TO EXCAVATION TO ENSURE NO EXISTING UNDOCUMENTED LUN41NAIRES AND UTILITIES WILL BE INTERRUPTED. B REFER TO SHEET 'ZE-003 - ELECTRICAL SITE LIGHTING PHOTOMETRICS PLAN" FOR SITE LIGHTING LUMINAIRE SCHEDULE. C. REFER TO SHEETZE-004 - MUSCO SITE LIGHTING PHOTOMETRICS PLAN" FOR EXTERIOR TENNIS COURT SITE LIGHTING CALCULATIONS. D. EXISTING POLE LIGHTING TO BE REMOVED HAS NOT BEEN INCLUDED ON THIS PLAN. THIS PLAN REPRESENTS THE FINAL LIGHTING LAYOUT FOR THE SITE, LEGEND KEYED NOTES (E) EXISTING TO REMAIN I . NEW POLE MOUNTED LIGHTING FIXTURE, SEE LIGHTING FIXTURE SCHEDULE, (R) EXISTING EQUIPMENT TO BE REMOVED PROVIDE NEW GARDCO POLE TO MATCH EXISTING PEDESTRIAN POLE AS (RE) EXISTING EQUIPMENT RELOCATED SHOWN IN THE 'LIGHTING POLE DETAIL" ON THIS SHEET, DIRECT BURIED HANDHOLE 2, REFER TO MUSCOS LIGHTING LAYOUT AND FIXTURE SPECIFICATION FOR NEW OUTDOOR TENNIS LIGHTING, COORDINATE ALL POLE LOCATIONS AND DETAILS --0 POLE MOUNTED LIGHTING FIXTURE WITH MUSCO, EXISTING ELECTRIC CIRCUIT OR DUCTEANK NEW ELECTRIC CIRCUIT OR DUCTBANK SITE LUMINAIRE SCHEDULE INITALLATION DEPTH LIGHT SOURCE DRIVER TAG DESCRIPTION INPUT MIN, SHIELDINGtOPTICS FEAT UREWOPTIONS :R:EFER:ENCED PRODUCTS NOTES METHOD SPEC CITY SPEC I VOLT WATTS EFF. 4129 LM, 3000K, INTEGRAL 70+ LED, DIMMING TYPE 4 DISTRIBUTION,O% CAST ALUMINUM GARDCO - HOUSING, WET LOCATION! 101L-16'-700-WW-G2-4-UNVJi 3 IA3 LED WALL PACK WALL 81 CRI, I (�10V UNV 38W LM?W i 1000 HRS @ L70 DRIVER UPLIGHT LISTED, FINISH TBD DD-X-X 4425 Lk 3000K INTEGRAL I ... TYPE 2 115 . .. . ....... ............ CAST ALUMINUM GARDCO - LX3A LED WALL PACK WALL r 70+ CRt LED, I 0-10V DIMMING UNV 38W LWW DISTRIBUTION, 0% ROUSING, WET LOCATION 1101 LAS-7004"42-2-UNV- a 100K+ HRS @ L70 DRIVER UPLIGHT LISTED, FINISH TBD DD-X-It INTEGRAL 1% LED WET ING LM, 40WK, RANGE 0-10V 106 FROSTED GLASS WET LOCATION LISTED, LIGHTHEADEDLX4 LOCATION WALL r 80+ CRI, LED I DIMMING UNV 17W LM1W LENS, 40 DEGREE FINISH TBD 2-115-T-X-F-BRO4040-8019 DOWNLIGHT DRIVER BEAM SPREAD I CLEAR, HEAT AND LED 11.448 LM, 3000K, INTEGRAL IMPACT RESISTANT IGARDCO - ALUMINUM HOUSING. WET I LX5 PEDESTRIAN POLE It IT W 70+CRI, LED, 100K I 0-10V DIMMING UNV 11OW 114 TEMPERED FLAT LOCATION LISTED, MP1?L40L-700-WW-G2-2-IJ I POLE HRS @ L70 DRIVER LMAN GLASS LENS, TYPE 2 STANDARD CAMPUS POLE NV-0044 OPTICS LED 11,332 LM, 3000K, INTEGRAL CLEAR, HEAT AND IMPACT RESISTANT ALUMINUM HOUSING WET GARDOO - LX5A PEDESTRIAN POLE @ 13' n2l 170+CRI, LED, 100K I 0-10V DIMMING UNV 110W 104 TEMPERED FLAT LOCATION LISTED, I MP17L48L-700-NW-G24-U I POLE HRS @ L70 DRIVER LM/W GLASS LENS, TYPE STANDARD CAMPUS POLE! N'V.DD.X.X OPTICS LED WALL 500 LWFT, 3000K, INTEGRAL 4,75 104 EXTRUDED FROSTED EXTRUDED ALUMINUM AXIS LX6 MOUNT WALL 4� 80+ CRI, LEE), 50K I 0-10%'DIMMING UNV 0FT LMM POLYCARBONATE HOUSING, WET, LOCATION WSWILED-SQUO-30-844- a HRS @ L85 DRIVER LENS LISTED UNV43P-1 FULLY GASKETED EXTRUDED ALUMINUVI HOUSING, WET LOCATION LISTED, PROVIDE MATTE LEN$, WAGNER ARCHITECTURAL; ' LED LIGHTED 1. 207 LIWFT, 3000K 0-10V DIMMING LX7 HANDRAIL I 3,57 58 ASYMMETRIC 24V DISTRIBUTION, 70 SYSTEMS HANDRAIL TO BE COORDINATED WITH WAGNER 2 HANDRAIL U+ CRI, LED DRIVER WIFT LM"W DEGREE BEAM ARCHITECT, CONTINUOUSI LULSW40-70-MA-X SPREAD LIT LENGTHS PER PLAN PROVIDE ALL NECESSARY DRIVERS AND ACCESSORIES AS REQUIRED GENERAL NOTES: A. REFERENCED PRODUCTS ARE INCLUDED HEREIN, OF MANUFACTURERS & PRODUCTS, THAT GENERALLY CONFORM TO THE LUMINAIRE DESIGN INTENTS ESTABLISHED HEREIN, IN THE PROJECT MANUAL. EQUIVALENT PRODUCTS BY OTHER MANUFACTURERS MAY BE CONSIDERED, PRIOR TO BID, B. DETERMINE SPECIFIC LUMINAIRE PART NUMBERS BASED ON THE REFERENCED PRODUCT SERIES, WRITTEN DESCRIPTIONS & PROJECT MANUAL SPECIFICATIONS, C. INCLUSION HEREIN OF MANUFACTURER'S SERIES WOR MODEL NUMBERS DOES NOT IMPLY UNCONDITIONAL PRODUCT APPROVAL - MANUFACTURER'S STANDARD PRODUCTS MAY REQUIRE CUSTOM MODIFICATIONS TO MEET THE REQUIREMENTS SPECIFIED HEREIN & IN THE PROJECT MANUAL. D. LISTED SIZES, LAMPING. S TYPES OF LUMINAIRES MAY NOT BE STANDARD PRODUCTS PRODUCED FROM ANY GIVEN MANUFACTURER OR SERIES LISTED. MANUFACTURER'S STANDARD PRODUCTS MAY REQUIRE CUSTOM MODIFICATIONS TO MEET THE DESIGN CRITERIA, DESCRIPTIONS, & REQUIREMENTS SPECIFIED HEREIN & IN THE PROJECT MANUAL, E. ALERT ARCHITECT TO DISCREPANCIES PRIOR TO BID. F. COORDINATE MOUNTINGiFLANGE CONDITION WITH REFLECTED CEILING PLANJARCHITECT PRIOR TO ORDERING AND INSTALLATION, A59R-EVIA TIONS: LM LUMENS W SYSTEM WATTS UNV UNIVERSAL HRS HOURS 120-27V LWILF LUMENS PER UMAN LUMENS PER K KELVIN, L70 70% RATED LIFE LINEAR FOOT WATT TEMPERATURE NOTES: I PROVIDE BASEIMOUNTiNG PER MANUFACTURER'S INSTALLATION INSTRUCTIONS, COORDINATE WITH LANDSCAPE ARCHITECTICIVIL ENGINEER. 2 CONTINUOUS LIT LENGTHS PER PLAN. COORDINATE LIT HANDRAIL DETAILS WITH ARCHITECT. PROVIDE ALL NECESSARY ACCESSORIES AND DRIVERS. L--3 REFER TO ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHT, 1'n'RFv &.k M Xffi' 4�'A '1-m W17".'* 410 ss . ......... 265600.05 - LIGHTING POLE FOUNDATION LIGHTING POLE DETAIL_ NTS ( 3 NTS N NEW TENNIS, FITNESS, HEALTH AND WELLNESS FACILITY 50 Fountain Plaza Suite 200 Buffalo, NY 14202 P. 716173,6800 F. 716.7715909 www.cannondesign,com 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 0 0 N N RESPONSE TO COMMENTS 24 JAN 2023 SITE PLANNING APPLICATION 04 NOV 2022 Rev. Description Date N KEY PLAN Drawing Title: relo Vq Project No.: 006139,00 Checked by: GB m 11,11 1111 1, C 2010 The Canme, CoqxxaF i. EXr8TING PRIMARY FEEr)ER,..——,,,.,\ Nt4l+IFIr�i.E t =14U -u # Planning Board #20221027 Approval t/15 i f� jha� Date Signed: #I TIES, SEE CHART FOR SPACING i NTS HNISNED.GRADE a 3- 3" 3". 1 i�"**--.-�..---�--,----,-�.-::Z:��a.-��---,.. - - - - - -- - ----------------- 7 Tilll t'? a Na. of DUCT CCNFIG 04 LONG #i4 TOE EATS SIZE (JYB DUCTS) A 8 REINF SPACING 2 4" 2At1 23 Is" 4 le, 2 5" 2A/lB 26' 1r 4 16` 4 4" 2AQB 23' 23" 6 16" 4 5" 2 25' 25" 6 16" 6i 4" 3AQB V 23' 6 61 '� 33 2V y8y R sIe* fCi 8 4" 4At 8 37" 23" 6 16, 8 5" 4AII 41" 25" 10 16" 9 4" 3P W 3(r W 10 16" 9 4" 33 33" 1O IT Ngm USE SIMLAR SPACINGS FoR CIAllow NOT IDENTIFIED, I'll mill 5 X w U 4 �re-r 10 a 0= IL9 NEW TENNIS, FITNESS, HEALTH AND WELLNESS FACILITY CANNONDESIGN 50 Fountain Plaza Suite 200 Buffe o, NY 14202 �P:. 716,773.68W {~: 716,773.6913 CONSIGU CONSTRUCTM 915 Broadway, Suite 301 Albany, NY 12207 WWW. consl l C . Corn THE LA CROUP 40 Long Alley Saratoga Springs, NY 12866 www.thelagroup.com RESPONSE TO COMMENTS 24 JAN 2023 SITE PLANNING APPLICATION 04 NOV 2022 Description >a KEY PLAN Drawing Titles Pro*tNo..' 006139.00 Checked by, GB 0 2019 The Ca-om Q-xp<TAm. -4- -OL AA: DANCE 1J.XrL - - ................. WZ- 1.1 1, U., I., ............ "IXL —AaL $.1 1'. t, Ya I, U 1, 2.x 1. lo 1a ka I., Ia 1. X: I 4/Af� 1#0011133=9101i MaINESM az,, X REFER TO SHEET 2E-001 - ELECTRICAL SITE LIGHTING PLAN' FOR SITE LIGHTING LUMNAJRE SCHEDULE. B, REFER TO SHEET *ZE-W4 - WSCO SITE LIGHTING PHOTONETRICS PLAWFOR E)(TERIOR TENNIS COURT SITE LIGHTINGG CALCULATIONS. Planning Board #20221027 Approval I /,; Age ,mrQ nde a horny of a resolution adopted , e f the City of Saratoga Springs. Chair erson Date Signed: 2/Zl 1 2-5 — 9 W I A -0 My NEW TENNIS, FITNESS, HEALTH AND WELLNESS FACILITY W M11 ill! Y 50 Fountain Flaza Suite 200 Buffalo, NY 14202 P7167716800 F: 716,773.5909 www.cannondesign.com CONSIGU CONSTRUCTION 915 Broadway, Suite 3U1 Albany, NY 12207 www.consiglLcom THE LA GR04JP 40 Long Alley Saratoga Springs, NY 12866 www.thelagroup.com RESPONSE TO COMMENTS 24 JAN 2023 SITE PLANNING APPLICATION 04 NOV 2022 Rev. Description KEY PLAN Dravving Title. 0 Wm Project W.: 006139,00 Checked by, GB lox 02019TheCammCamatm I Skidmare College Outdoor 7iannis saratop 5prings"Ay Ughbing System Light Level Summary ............... . 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"'Q�o 0�0 0Z 0,0 OZ b", 0 0.0 k- t , AV 7; U1 SKIDMORE COLLEGE NEW TENNIS, FITNESS, HEALTH AND WELLNESS FACILITY The illumination levels on this sheet match the maintained horizontal footcandles and contour line of the spill grid from design 183782E, dated Ol/NOV/2022. Values are taken at 3 feet above playing surface. The lighting system information on the left side of the sheet match design 183782E, dated Ol/NOV/2022. RESPONSE TO COMMENTS 24 JAN 2023 SITE PLANNING APPLICATION 04 NOV 2022 Rev, Description Date Drawing Title. . .............. MUSCO SITE LIGHTING PHOTOMETRICPLAN Project No.: 006139,00 Checked by: GB