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HomeMy WebLinkAbout20250237 20 Skyward Dr Land Disturbance Activity Plans200' 15 0 ' SKYWARD DRI V E OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH Ex. Major/Index Contour Ex. Minor/Interval Contour Pr. Major/Index Contour Pr. Minor/Interval Contour Treeline Sanitary Sewer Storm Sewer Water Main Gas SS SD W G X SF 100 99 100 99 Property Line Setback Ditch/Swale Road/Drive Centerline Fence, Chainlink Silt Fence W TP Test Pit Sign Hydrant Water Valve Utility Pole Lighting Storm Catch Basin/Manhole Inlet Protection Rip-Rap Landscaping LEGEND 1 of 10 C-000 20 S K Y W A R D D R I V E W A R E H O U S E IN D U S T R I A L D E V E L O P M E N T 20 S K Y W A R D D R I V E | C I T Y O F S A R A T O G A S P R I N G S | S A R A T O G A C O U N T Y | N E W Y O R K S T A T E COVER PAGE 10/16/2024 AJV AJV AS NOTED EAS EAS A 03 / 2 1 / 2 5 AJ V IN I T I A L S U B M I S S I O N T O C I T Y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P: \ 2 4 - 0 2 4 \ C A D \ S H E E T S \ 2 4 - 0 2 4 C - 5 0 0 . D W G | 0 3 / 2 1 / 2 0 2 5 0 6 : 1 8 : 2 4 P M SKYWARD DRIVE WAREHOUSE Industrial Development 20 Skyward Drive | City of Saratoga Springs | Saratoga County | New York State SITE PLANS March 2025 GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES; STANDARD ORDINANCES; RULES AND REGULATIONS. 2. EXISTING UTILITIES AND STRUCTURES SHOWN HEREIN WERE OBTAINED FROM THE AVAILABLE RECORD DRAWINGS. THE LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE; THEIR ACTUAL LOCATION SHALL BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL CONTACT DIG SAFELY NEW YORK (UFPO) AND ALL MUNICIPAL AGENCIES HAVING JURISDICTION SEVENTY-TWO (72) HOURS PRIOR TO ANY EXCAVATING OR CONSTRUCTION. (1-800-962-7962 OR 811). 3. CONSTRUCTION OF ALL PROPOSED UTILITIES SHALL BEGIN AT THEIR POINT OF CONNECTION TO THE EXISTING UTILITY OR AT THE LOWEST POINT IN THE SYSTEM. RIMS, GRATES, INVERTS, CLEARANCES, AND LOCATION AT CROSSINGS SHALL BE VERIFIED PRIOR TO THE BEGINNING OF CONSTRUCTION. THE ENGINEER MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OF ANY INSTALLATION TO BE ABLE TO PROVIDE OBSERVATION AS REQUIRED. THE CONTRACTOR SHALL KEEP A COMPLETE AND DETAILED RECORD OF ALL UNDERGROUND UTILITIES INSTALLED AND ENCOUNTERED SO THE ENGINEER IS ABLE TO USE THE RECORDS FOR THE PREPARATION OF RECORD DRAWINGS AS REQUIRED BY THE LOCAL MUNICIPALITY. 4. WHEN CROSSING EXISTING UTILITIES WITH PROPOSED UTILITIES, CONTRACTOR SHALL COORDINATE SUCH CROSSINGS WITH THE RESPECTIVE MUNICIPAL AGENCIES AND UTILITY COMPANIES HAVING JURISDICTION OVER THE EXISTING UTILITIES. 5. ALL PROPOSED UTILITIES AND APPURTENANCES SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE LOCAL MUNICIPALITY'S CODES AND REGULATIONS GOVERNING THE INSTALLATION OF SUCH UTILITIES. 6. THE ENGINEER RESERVES THE RIGHT TO EXAMINE ANY WORK DONE ON THIS PROJECT AT ANY TIME TO DETERMINE THE CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, AS INTENDED AND INTERPRETED BY THE ENGINEER. 7. MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT DRAWINGS SUCH AS PATCHING, BLOCKING, TRIMMING, ETC., SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE AND FUNCTIONAL. 8. ALL DISTURBED, NON-SURFACED, AREAS SHALL RECEIVE FERTILIZER, TOPSOIL, SEED, AND STRAW MULCH, EXCEPT AS OTHERWISE NOTED. 9. THE CONTRACTOR SHALL: 9.1. VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 9.2. EXAMINE THE SITE AND INCLUDE IN THEIR WORK THE EFFECT OF ALL EXISTING CONDITIONS ON THEIR WORK. 9.3. PROVIDE AND INSTALL ALL MATERIALS, AND PERFORM ALL WORK, IN ACCORDANCE WITH RECOGNIZED GOOD STANDARD PRACTICES. 9.4. HOLD THE OWNER HARMLESS AGAINST ANY AND ALL CLAIMS ARISING FROM WORK DONE BY THE CONTRACTOR ON THE SITE. 10. ALL BACKFILL USED IN TRENCHES WITHIN ROADWAY, ACCESS DRIVE, AND PARKING AREAS SHALL BE PLACED IN MAXIMUM SIX (6) INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL COMPACTOR BETWEEN LIFTS, UNLESS OTHERWISE NOTED. 11. WHEN BACKFILLING AROUND PROPOSED OR EXISTING STRUCTURES, MATERIAL SHALL BE PLACED IN MAXIMUM SIX (6) INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL COMPACTOR BETWEEN LIFTS. 12. CONTRACTOR SHALL ADJUST RIM/TOP OF FRAME ELEVATIONS TO PROPOSED FINISHED GRADES FOR ALL UTILITIES LOCATED WITHIN LIMITS OF PROPOSED WORK. 13. NO SUMP PUMP, CELLAR, OR FOOTING DRAINS SHALL BE CONNECTED, TEMPORARILY OR PERMANENTLY, TO ANY SANITARY SEWER. 14. SEWER/WATER CROSSINGS: UNLESS OTHERWISE NOTED ON THE PLANS, SEWERS SHALL BE LAID AT LEAST TEN FEET (10') HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. VERTICAL SEPARATION SHALL BE MAINTAINED TO PROVIDE A MINIMUM OF EIGHTEEN INCHES (18") BETWEEN THE SEWER AND WATER MAIN CROSSINGS. 15. CONTRACTOR SHALL PROTECT ALL SURFACE WATERS FROM SILTATION DURING CONSTRUCTION WITH APPROPRIATE MEASURES INCLUDING, BUT NOT LIMITED TO, APPLYING TOPSOIL, SEED, AND STRAW MULCH TO DISTURBED AREA AND INSTALLING SILT FENCING AROUND WORK. PROJECT SITE SCALE: 1" = 100' SITE SITE ZONING MAP 1" = ±2,000' USGS QUAD. 1" = ±2,000' N DATE: APPROVED BY: CHECKED BY: SCALE: DESIGNED BY: DRAWN BY: RE V . D A T E BY DE S C R I P T I O N IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT © 2025 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED. Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 | verityeng.com 881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com PLANNING BOARD # 202500XX APPROVAL Approved under authority of a resolution adopted _________________ by the Planning Board of the City of Saratoga Springs. _______________________ Chairperson Date Signed: Sheet List Table Sheet Number Sheet Title Sheet Description 1 C-000 Cover Page 2 V-101 Existing Conditions and Removals Plan 3 C-101 Site Plan 4 C-121 Grading, Erosion and sediment Control Plan 5 C-161 Planting Plan 6 C-191 Lighting Plan 7 C-501 Details (1) 8 C-502 Details (2) 9 C-503 Details (3) 10 C-504 Details (4) G G G G G G G G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH E E E SKYWARD DRIVE GE Y S E R R O A D AREA OF CLEARING +/- 11.2 ACRES ASPHALT SAW CUT LINEINGRESS/EGRESS & UTILITY EASEMENT ACCESS AND MAINTENANCE EASEMENT TO BE RETAINED BY OWNER OF ACCESS ROAD 2 of 10 V-101 20 S K Y W A R D D R I V E W A R E H O U S E IN D U S T R I A L D E V E L O P M E N T 20 S K Y W A R D D R I V E | C I T Y O F S A R A T O G A S P R I N G S | S A R A T O G A C O U N T Y | N E W Y O R K S T A T E EXISTING CONDITIONS AND REMOVALS PLAN 10/16/2024 AJV AJV AS NOTED EAS EAS A 03 / 2 1 / 2 5 AJ V IN I T I A L S U B M I S S I O N T O C I T Y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P: \ 2 4 - 0 2 4 \ C A D \ S H E E T S \ 2 4 - 0 2 4 V - 1 0 0 . D W G | 0 3 / 2 1 / 2 0 2 5 0 6 : 1 8 : 3 0 P M DEMOLITION NOTES: 1. ALL DEMOLITION MATERIALS SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ALL REGULATORY AGENCIES, INCLUDING: CITY OF SARATOGA SPRINGS, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, AND ALL OTHER AGENCIES. 2. ALL DEMOLITION MATERIALS SHALL BE DISPOSED OF AT AN APPROVED AND PERMITTED FACILITY FOR THEIR RESPECTIVE MATERIAL. 3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL REQUIRED PERMITS. 4. EXISTING UTILITY CONNECTIONS (WATER, SANITARY SEWER, GAS, ELECTRIC, TELEPHONE, CABLE) SHALL BE TERMINATED AT THE SERVICE MAIN IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. ALL ON-SITE PIPING, WIRING, AND CONDUIT SHALL BE REMOVED AS INDICATED BY THESE DRAWINGS. 5. THE CONTRACTOR IS RESPONSIBLE TO CONTACT AND COORDINATE ALL WORK WITH UTILITY COMPANIES. 6. THE CONTRACTOR IS RESPONSIBLE TO MINIMIZE THE AMOUNT OF DUST AND NOISE POLLUTION GENERATED DURING DEMOLITION OPERATIONS. 7. IF HAZARDOUS WASTE IS ENCOUNTERED DURING DEMOLITION WORK, THE CONTRACTOR SHALL CEASE WORK IMMEDIATELY, CONTACT THE APPROPRIATE REGULATORY AGENCIES, AND CONTACT THE DESIGN ENGINEER. THE CONTRACTOR SHALL COMPLY WITH ALL JURISDICTIONAL REQUIREMENTS. HAZARDOUS WASTE MUST BE REMOVED BY A PERMITTED HAZARDOUS WASTE CONTRACTOR TO A PERMITTED HAZARDOUS WASTE SITE. 8. DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED TO, REMOVAL OF: TREES, VEGETATION, SURFACE PAVEMENTS, AND ALL OTHER STRUCTURES NOT SCHEDULED TO REMAIN. SUBBASE SHALL NOT BE REMOVED UNLESS SPECIFICALLY CALLED FOR BY THESE DRAWINGS. 9. ALL DEPRESSIONS IN THE GROUND SURFACE RESULTING FROM DEMOLITION WORK SHALL BE BACKFILLED WITH CLEAN, GRANULAR FILL IN ACCORDANCE WITH NEW YORK STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SECTION 203. FILL SHALL BE COMPACTED TO A MINIMUM 90% STANDARD PROCTOR DENSITY AND PLACED IN 12" LIFTS MAXIMUM. 10. TREE PRESERVATION AND PROTECTION: A MINIMUM THREE-FOOT (3') HIGH PROTECTIVE FENCE WILL BE ERECTED AROUND ALL LARGE TREES AT THE DRIP LINE TO PREVENT DAMAGE DURING CONSTRUCTION. SILT FENCE MATERIALS MAY BE USED FOR THIS PURPOSE. THE LARGE TREES TO BE PROTECTED WILL BE FIELD IDENTIFIED. 11. NO VEGETATIVE DEBRIS SHALL BE BURIED ON SITE. DATE: APPROVED BY: CHECKED BY: SCALE: DESIGNED BY: DRAWN BY: RE V . D A T E BY DE S C R I P T I O N IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT © 2025 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED. Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 | verityeng.com 881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com PLANNING BOARD # 202500XX APPROVAL Approved under authority of a resolution adopted _________________ by the Planning Board of the City of Saratoga Springs. _______________________ Chairperson Date Signed: PROPERTY LINE LEGEND TO BE REMOVED N 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 050 25 50 100 200 50 100' 100' W W W G G G G FM FM E E G G G G G G G G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH E E E 200' 15 0 ' 30,000 SQ. FT. 30,000 SQ. FT. 30,000 SQ. FT. 30,000 SQ. FT.WAREHOUSE 120,000 SQ. FT. FFE:328.50' SU - 4 0 - S i n g l e U n i t T r u c k SU - 4 0 - S i n g l e U n i t T r u c k SU - 4 0 - S i n g l e U n i t T r u c k SU - 4 0 - S i n g l e U n i t T r u c k WB - 6 7 - I n t e r s t a t e S e m i - T r a i l e r WB - 6 7 - I n t e r s t a t e S e m i - T r a i l e r WB - 6 7 - I n t e r s t a t e S e m i - T r a i l e r WB - 6 7 - I n t e r s t a t e S e m i - T r a i l e r WB - 6 7 - I n t e r s t a t e S e m i - T r a i l e r WB - 6 7 - I n t e r s t a t e S e m i - T r a i l e r WB - 6 7 - I n t e r s t a t e S e m i - T r a i l e r WB - 6 7 - I n t e r s t a t e S e m i - T r a i l e r WB - 6 7 - I n t e r s t a t e S e m i - T r a i l e r WB - 6 7 - I n t e r s t a t e S e m i - T r a i l e r WB - 6 7 - I n t e r s t a t e S e m i - T r a i l e r WB - 6 7 - I n t e r s t a t e S e m i - T r a i l e r WB-67 - Interstate Semi-Trailer 06 C-501 08 C-502 06 C-501 03,05 C-501 07 C-501 04 C-501 STORMWATE R MANAGEMEN T AREA 40' F R O N T S E T B A C K 15 ' S I D E S E T B A C K 30' REAR SE T B A C K E SKYWARD DRIVE 12 C-501 SS SS FM FM G G 07 C-504 E 05 C-504 03,04 C-504 WB-67 - Intersta t e S e m i - T r a i l e r HEAVY-DUTY ASPHALT PAVEMENT THREE (3) LOADING DOCKS, DOCK HEIGHT CONCRETE CURB AND SIDEWALK LOADING DOCK, AT-GRADE GUIDE RAIL HEAVY-DUTY CONCRETE SLAB LOADING DOCK, AT-GRADE THREE (3) LOADING DOCKS, DOCK HEIGHT THREE (3) LOADING DOCKS, DOCK HEIGHT ENTRY PADS BY OTHERS, TYP. DUMPSTER AND ENTRY PADS BY OTHERS, TYP. ADA PARKING FLUSH CURB ADA RAMP STANDARD D U T Y - A S P H A L T 20 SPACES 20 SPACES 10 SPACES 10 SPACES 10 SPACES ( B A N K E D ) THREE (3) LOADING DOCKS, DOCK HEIGHT EXISTING FIRE HYDRANT #1 EXISTING FIRE HYDRANT #2 BIKE PARKING (18 SPACES) WATER SERVICE, ±167 LF 6" C900 PVC, 5' MIN. DEPTH, CONNECT TO EXISTING 8" WATER MAIN PUMP STATION RIM:328.0 INV IN:323.9 VALVE AND BOX INV:324.5 FORCE MAIN , 183 LF 11 2" HDPE SANITARY SEWER CONNECTION, WET TAP EXISTING 2" MAIN, CONTRACTOR TO PERFORM TEST EXCAVATION TO LOCATE AND IDENTIFY ELECTRICAL SERVICE CONTROL PANEL AND ALARM ARE TO BE SPECIFIED BY OTHER 6" SDR-35 PVC 19 LF @ 2% MIN. GREASE TRAP LOCATION AND SIZE TO BE DETERMINED TRANSFORMER, PAD MOUNTED, TYP. CLEAN OUT PAVEMENT LAP JOINT STOP SIGN BIKE PARKING (20 SPACES) W R45' R 2 4 ' R12' R5' R 5 0 ' R113' R87' R12' R87' R113 ' R 6 0 ' R238' R262' R90' R = 8 4 ' R4' TYP. 60 . 5 ' 13 ' 24' 24' 26' 13 1 ' 98 . 9 7 ' 135.71 ' 93.6 9 ' 24 ' 18 ' 9' 12 ' 43 ' 53' 12 ' 42.0' 93' 93' 42.0' 53' 12 ' 40' 40' 15 ' S I D E S E T B A C K SNOW STORAGE 10 SPACES ( B A N K E D ) 10 SPACES ( B A N K E D ) 10 SPACES ( B A N K E D ) 10 SPACES ( B A N K E D ) 7 SPACES ( B A N K E D ) SNOW STORAGE 19 1 . 0 0 ' 19 1 . 0 0 ' 02 C-501 EV PARKING, TYP. 800' INGRESS/EGRESS & UTILITY EASEMENT ACCESS AND MAINTENANCE EASEMENT TO BE RETAINED BY OWNER OF ACCESS ROAD SWALE SWALE SWALE INV:326.5 6" SDR-35 PVC 17 LF @ 2% MIN. 6" SDR-35 PVC 5 LF @ 2% MIN. CURB STOP AND BOX 06 C-504 02 C-504 ELECTRIC AND GAS SERVICE, CONTRACTOR TO COORDINATE LOCATION AND TYPE WITH SERVICE PROVIDER 45° BEND CURB BOX 11° BEND EXISTING FENCE TO REMAIN 08 C-501 EXISTING GRAVEL ROAD TO REMAIN FLUSH CURB 01 C-501 BOLLARDS 10 C-502 FORCE MAIN, 8 LF 11 4" HDPE 3 of 10 C-101 20 S K Y W A R D D R I V E W A R E H O U S E IN D U S T R I A L D E V E L O P M E N T 20 S K Y W A R D D R I V E | C I T Y O F S A R A T O G A S P R I N G S | S A R A T O G A C O U N T Y | N E W Y O R K S T A T E SITE PLAN 10/16/2024 AJV AJV AS NOTED EAS EAS A 03 / 2 1 / 2 5 AJ V IN I T I A L S U B M I S S I O N T O C I T Y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P: \ 2 4 - 0 2 4 \ C A D \ 2 4 - 0 2 4 S I T E . D W G | 0 3 / 2 1 / 2 0 2 5 0 6 : 1 8 : 5 4 P M 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 050 25 50 100 200 50 N SITESITE ZONING MAP 1" = ±2,000' USGS QUAD. 1" = ±2,000' STANDARD NOTES: 1. THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS, RULES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO THE STATE ENVIRONMENTAL QUALITY REVIEW ACT (SEQR), FRESHWATER WETLANDS PERMIT REGULATIONS, THE TOWN GRADING LAWS AND THE TOWN FLOODPLAIN MANAGEMENT LAWS. 2. THE APPLICANT SHALL BEAR THE SOLE RESPONSIBILITY FOR ENSURING THAT ALL IMPROVEMENTS ARE COMPLETED IN ACCORDANCE WITH APPROVED PLANS, SPECIFICATIONS AND STANDARDS. 3. THE APPLICANT SHALL BE RESPONSIBLE FOR KEEPING EXISTING PUBLIC HIGHWAYS AND ADJACENT LANDS FREE OF DEBRIS, SOIL AND OTHER MATTER WHICH MAY ACCUMULATE DUE TO CONSTRUCTION RELATED TO THE SITE. SPECIAL NOTES: 1. TOPOGRAPHIC AND UTILITY INFORMATION SHOWN WAS COMPILED FROM A PREPARED SURVEY BY GILBERT VANGUILDER LAND SURVEYOR, PLLC OF CLIFTON PARK, NEW YORK AND A DIGITAL FILE TITLED "14-222 SHEET 1.DWG" TRANSMITTED VIA EMAIL ON 03 MARCH, 2021. ADDITIONAL TOPOGRAPHIC AND UTILITY INFORMATION WAS COMPILED FROM A SKS SUBDIVISION SURVEY DATED 04-28-2014. THE SURVEY WAS PREPARED BY DAVID F. BARRASS, LAND SURVEYOR OF CORINTH, NEW YORK - TRANSMITTED VIA EMAIL ON 09 MARCH, 2021.ADDITIONAL TOPOGRAPHIC AND UTILITY INFORMATION WAS COMPILED FROM AN ASBUILT SURVEY LOT 3 (#10 SKYWARD DRIVE) SKS SUBDIVISION SURVEY DATED 10-31-2018. THE SURVEY WAS PREPARED BY GILBERT VANGUILDER LAND SURVEYOR, PLLC OF CLIFTON PARK, NEW YORK - TRANSMITTED VIA EMAIL ON 25 AUGUST, 2021. 2. THE OFFSETS OR DIMENSIONS SHOWN ARE FOR CONSTRUCTION REFERENCE ONLY AND ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES, OR ANY OTHER IMPROVEMENT. 3. UNDERGROUND UTILITIES SHOWN ARE SUBJECT TO FIELD VERIFICATION BY EXCAVATION. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SUBJECT PARCEL. CITY OF SARATOGA SPRINGS STANDARD NOTES: 1. ALL WORK MOST CONFORM TO ALL FEDERAL, STATE AND CITY CODE. SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM. 1929. 3. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR TO A LOCATION APPROVED BY THE CITY ENGINEER. 4. THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY THE DESIGN PROFESSIONAL ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 5. THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE PROJECT. 6. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUES BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET OR RIGHT-OF-WAY IF ANY CITY STREET ROAD OR ALLEY. 7. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD. 8. A CERTIFICATE OF OCCUPANCY CANNOT BE ISSUES UNTIL ALL SITE WORK IS COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS, AND AN AS-BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. PROPERTY LINE SETBACK LEGEND DATE: APPROVED BY: CHECKED BY: SCALE: DESIGNED BY: DRAWN BY: RE V . D A T E BY DE S C R I P T I O N IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT © 2025 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED. Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 | verityeng.com 881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com PLANNING BOARD # 202500XX APPROVAL Approved under authority of a resolution adopted _________________ by the Planning Board of the City of Saratoga Springs. _______________________ Chairperson Date Signed: SITE STATISTICS ADDRESS: 20 SKYWARD DRIVE TAX MAP: 178.-1-61 AREA: ±507,843 SF. (±11.65 AC.) ZONE: IND-G (GENERAL INDUSTRIAL) USE: WAREHOUSE (PROPOSED) IND-G SITE MIN. LOT SIZE 40,000 SF. 507,843 SF. MIN. AVG. WIDTH 200 FT. >200 FT. PRINCIPAL BLDG. COVERAGE 40 %23.6 % ACCESSORY BLDG. COVERAGE 30 %N/A % MIN. FRONT SETBACK 40 FT. ±98.9 FT. MIN. REAR SETBACK 30 FT. ±190.0 FT. MIN. SIDE SETBACK (EACH) 15 FT. ±93.7 FT. MIN. SIDE SETBACK (TOTAL) 30 FT. ±229.4 FT. PRINCIPAL MAX. HEIGHT 50 FT.<50 FT. ACCESSORY TO PRINCIPAL 10 FT.N/A FT. ACCESSORY TO FRONT LINE 40 FT.N/A FT. ACCESSORY TO REAR LINE 10 FT.N/A FT. ACCESSORY TO SIDE LINE 10 FT.N/A FT. MIN. GREENSPACE 30 % ±41.8 % PARKING (INDUSTRIAL - GENERAL) REQ'D: 1 PER 1,000 SF. + 1 PER 2,500 SF. OVER 40K SF. 40,000/1,000 + 80,000/2,500 = 72 SPACES PROVIDED:60 SPACES (INCLUDING 4 ADA AND 2 EV) (+ 57 BANKED PARKING) BICYCLE REQ'D: 1 PER 2,500 SQ. FT. = 120,000/2,500 = 48 SPACES REDUCTION PER 10.5(E)(2): 25 + (23/2) = 36.5 SPACES PROVIDED: 38 SPACES LOT COVERAGE EXISTING PROPOSED BUILDINGS:0 SF. 120,000 SF. (23.6%) PAVEMENTS:0 SF. 175,582 SF.* (34.6%) GREEN SPACE:507,842 SF.212,260 SF. (41.8%) 507,842 SF. 507,842 SF. * INCLUDES 9,301 SF. OF BANKED PARKING W G GE SFSFSFSFSFSFSF SF SF SF 200' 15 0 ' 30,000 SQ. FT. 30,000 SQ. FT. 30,000 SQ. FT. 30,000 SQ. FT.WAREHOUSE 120,000 SQ. FT. FFE:328.50' E SKYWARD DRIVE SS SS E INGRESS/EGRESS & UTILITY EASEMENT ACCESS AND MAINTENANCE EASEMENT TO BE RETAINED BY OWNER OF ACCESS ROAD G G G G G G G G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH E E E OCS-1 RIM: 319.75' INV OUT: 316.50' (12") 2% 2% 2% 22% 7% 7% 1% 2. 5 : 1 9% 24% 3 % 3 % 33 % 3% 3% 4% 26% 4% 8% 8% 3 % 17% 33 % 15 % 33 % 23 % 2% 2% 24 % 25 % 3' 3' 23 % 1 7 % STMH-4 RIM:324.30' 48" DIA. W/ 30"؝ COVER INV OUT (24"): 320.00' STMH-3 RIM:324.30' 48" DIA. W/ 30"؝ COVER INV IN (24"): 319.35' INV OUT (30"): 318.85' STMH-2 RIM:324.30' 48" DIA. W/ 30"؝ COVER INV IN (30"): 318.15' INV OUT (30"): 318.15' STMH-1 RIM:322.80' 48" DIA. W/ 30"؝ COVER INV IN (30"): 317.45' INV OUT (30"): 317.45' 31 % 326 327 322 323 324 320321 322 323 324 325 326 320 3 1 5 3 2 0 31 7 320 325 330 335 3 2 1 3 2 2 3 2 3 3 2 4 323 324 325 326 32 7 32 832 933 033 1 31 6 31 7 31 8 31 9 32 0 32 1 33% 32 % 12" PVC PIPE 68 LF @ 0.74% INV:316.00 24" N12 HD P E 264 LF @ 0 . 2 5 % 30" N12 HD P E 271 LF @ 0 . 2 6 % 30" N12 HD P E 272 LF @ 0 . 2 6 % 30" N12 HDPE 47 LF @ 0.42% INV:317.25 320 319 STOCKPILE AREA SF SF SF 1% 322323324325325 TP #4 TP #2 TP #1 TP #3 32 5 33 0 3 3 5 321 322 323 324 325 326 327328329 330 331 332 333 320 320 325 330 335 32 5 3 3 0 3 3 5 33 3 33 3 33 3 33 4 3 3 4 3 3 4 3 3 5 3 3 1 332 3 2 0 32 5 3 3 0 3 3 3 33 4 335 3 3 6 3 3 7 33 7 3 3 5 33 5 33 6 320 325 330 335 31531 6 31 7 31 8 31 9 32 0 32 1 32 2 3 3 1 3 3 2 3 3 3 325 3 2 6 3 2 7 3 2 8 32 933 033 133 233333433 5 336 337 318 31 8 31 9319 32032132232 3324 06 C-502 04 C-502 09 C-502 02 C-503 03 C-503 08 C-503 04 C-503 03 C-502 06 C-503 05 C-503 INSTALL AND MAINTAIN CONSTRUCTION ENTRANCE INSTALL AND MAINTAIN CONCRETE WASHOUT CHECK DAM STORMWATER MANAGEMENT SIGNAGE LIMITS OF DISTURBANCE 11.2 AC SLOPE STABILIZATION BLANKET INSTALL AND MAINTAIN CONSTRUCTION ENTRANCE SWALE BERM SPILLWAY SWALE BERM INSTALL AND MAINTAIN SILT FENCE STORMWATER MANAGEMENT SIGNAGE INFILTRATION BASIN (I-2) RIPRAP OUTLET PROTECTION INFILTRATION BASIN (I-2) SWALE 32 4 . 5 0 32 8 . 0 0 32 3 . 8 8 32 7 . 6 4 32 6 . 6 0 32 1 . 8 0 32 2 . 5 8 32 7 . 3 0317.08316.9532 7 . 1 9 322.02 32 1 . 5 0 321.08 327.30 33 0 . 8 6333.10332.9831 6 . 0 0 32 3 . 0 3 32 8 . 5 0 328.50324.50 32 4 . 5 0 328.50 32 8 . 5 0 324.50 32 4 . 5 0 32 8 . 9 1 33 0 . 3 8 327.20 32 7 . 1 0 32 6 . 9 6 332.50 32 4 . 2 5 32 3 . 2 0 32 3 . 0 5 32 3 . 0 5 32 3 . 0 5 32 3 . 0 5 326.50 32 6 . 5 0 327.32 326.60 32 6 . 9 6 322.13 322.25 32 5 . 0 0 32 1 . 5 0 32 2 . 0 0 327.44 327.26 327.80 327.56 327.89 328.38 32 7 . 8 9 32 7 . 1 6 32 7 . 3 1 327.32 327.52 327.88 32 7 . 3 2 32 7 . 1 6 32 6 . 9 6 327.16 327.32 32 6 . 9 6 327.90 327.88 32 7 . 5 0 32 4 . 1 6 32 8 . 3 8 32 7 . 3 3 32 7 . 4 2 32 7 . 9 0 32 8 . 3 8 327.75 327.49 32 7 . 2 5 327.30 32 6 . 5 4 32 4 . 6 4 327.63 32 5 . 5 0 32 6 . 6 0 32 4 . 5 0 32 1 . 8 8 321.88 31 9 . 3 3 31 4 . 0 0 32 0 . 5 6 32 0 . 8 8 32 1 . 8 2 322.88 31 8 . 0 0 31 8 . 0 0 327.53 32 7 . 6 2 32 7 . 1 5 32 8 . 5 0 32 8 . 5 0 327.88 326.96 32 6 . 9 6 327.16 32 7 . 1 6 324 324 325 325 326 3 2 6 327 327 328 328 329 3 2 9 3303 3 0 331332333 334 335 336 337 320 325 330 320 325 330 335 340 3 2 3 324 325 326 327 328 329 330 331 332 33 3 333 334 3 3 4 32 5 33 0 3 2 5 3 2 5 33 8 338 3 3 9 339 3 3 9 3 4 0 3 4 1 342 343 344 345 346 347 348 349 350 351 352 4 of 10 C-121 20 S K Y W A R D D R I V E W A R E H O U S E IN D U S T R I A L D E V E L O P M E N T 20 S K Y W A R D D R I V E | C I T Y O F S A R A T O G A S P R I N G S | S A R A T O G A C O U N T Y | N E W Y O R K S T A T E GRADING, EROSION AND SEDIMENT CONTROL PLAN 10/16/2024 AJV AJV AS NOTED EAS EAS A 03 / 2 1 / 2 5 AJ V IN I T I A L S U B M I S S I O N T O C I T Y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P: \ 2 4 - 0 2 4 \ C A D \ 2 4 - 0 2 4 G R A D . D W G | 0 3 / 2 4 / 2 0 2 5 0 1 : 5 8 : 2 0 P M DATE: APPROVED BY: CHECKED BY: SCALE: DESIGNED BY: DRAWN BY: RE V . D A T E BY DE S C R I P T I O N IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT © 2025 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED. Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 | verityeng.com 881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com PLANNING BOARD # 202500XX APPROVAL Approved under authority of a resolution adopted _________________ by the Planning Board of the City of Saratoga Springs. _______________________ Chairperson Date Signed: GENERAL CONSTRUCTION SEQUENCE TOTAL DISTURBANCE = 11.2 ACRES PRE-CONSTRUCTION 1. OBTAIN PLAN APPROVAL, GRADING PERMIT, ANY EASEMENTS, AND ALL OTHER LEGAL CONTRACTS/PERMITS REQUIRED FOR CONSTRUCTION. 2. FLAG THE WORK LIMITS AND MARK TREES AND AREAS FOR PROTECTION AS REQUIRED. 3. HOLD PRE-CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT, DESIGN ENGINEER, INSPECTING ENGINEER, AND THE SWPPP MONITORING PROFESSIONAL. 4. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, INLET PROTECTION, AND CONCRETE WASHOUT. 5. STAKE OUT CLEARING LIMITS. AREAS OF DISTURBANCE SHALL NOT EXCEED FIVE (5) ACRES AT ANY TIME. OBTAIN APPROVAL FROM CITY OF SARATOGA BUILDING DEPARTMENT TO PROCEED WITH GRADING PERMIT. CONSTRUCTION 6. COMPLETE REMOVAL OF EXISTING STRUCTURES, CLEARING AND GRUBBING. 8. STRIP AND STOCKPILE TOPSOIL, REMOVE LOOSE SOILS THAT ARE NOT SUITABLE FOR THE PROPOSED IMPROVEMENTS. STOCKPILE WITHIN APPROVED AREA WITH ADEQUATE PROTECTION. PROCEED WITH ROUGH GRADE TO CREATE LEVEL AREA FOR FUTURE VEHICLE PARKING AND BUILDING SLAB. 9. PROCEED WITH ROUGH GRADING AND IMPORTING/EXPORTING OF FILL AS REQUIRED. CONSTRUCT SEDIMENT TRAP AT LOCATION OF FOREBAY AND CREATE SWALES TO FOREBAY. 10.POUR FOUNDATION AND ALLOW 28 DAYS FOR CURING. 11. TRENCH FOR UTILITIES 12.INSTALL STORMWATER PRACTICES. 13.FINE GRADING SLOPES AND STABILIZE IMMEDIATELY. 14.INSTALL STORM MANHOLES, ROADWAY SUBBASE AND CURBING. 14.INSTALL PAVEMENTS AND CONCRETE SURFACES. 15.INSTALL LANDSCAPING. POST-CONSTRUCTION 12.ONCE CONSTRUCTION IS COMPLETED, CONTRACTOR TO PERMANENTLY STABILIZE ALL EXPOSED AREA, INCLUDING AREAS THAT HAVE BECOME BARE DUE TO TRAFFIC. 13.ENSURE POSITIVE DRAINAGE FLOW AWAY FROM BUILDINGS AND ADJACENT PROPERTIES SO THAT FLOWS HAVE A POSITIVE DIRECTION TOWARDS STORMWATER COLLECTION DEVICES. 14.REMOVE ANY ACCUMULATED SEDIMENT AND ENSURE ALL STORMWATER MANAGEMENT PRACTICES ARE FUNCTIONING CORRECTLY, AND DISCHARGING CLEAN RUNOFF. 15.PERFORM FINAL CLEANUP OF DEBRIS, AND REPAIR ANY AREAS THAT WERE AFFECTED FROM CONSTRUCTION. 16.REMOVAL OF OVERALL EROSION CONTROL MEASURES MAY ONLY OCCUR WHEN THE PROJECT IS SUFFICIENTLY STABILIZED AND REQUIRES THE APPROVAL OF THE CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT AND THE SWPPP INSPECTOR. THE CITY ENGINEERS OFFICE MAY WISH TO INSPECT STORMWATER BASIN. EROSION & SEDIMENT CONTROL PLAN NOTES: 1. ALL PROPOSED EROSION CONTROLS SHALL BE INSTALLED PRIOR TO BEGINNING OF CONSTRUCTION. FINAL LOCATION AND CONSTRUCTION SHALL BE REVIEWED BY A QUALIFIED PROFESSIONAL. 2. REMOVE EROSION CONTROLS ONLY UNDER THE AUTHORIZATION OF A QUALIFIED PROFESSIONAL. 3. CONTRACTOR MUST PROTECT ALL SURFACE WATERS FROM SILTATION DURING CONSTRUCTION WITH APPROPRIATE MEASURES INCLUDING, BUT NOT LIMITED TO, PLACING STRAW BALES AND SILT FENCING AROUND WORK. 4. EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIRED. ADDITIONAL MEASURES MAY BE REQUIRED, BASED ON FIELD CONDITIONS, DURING CONSTRUCTION AS DIRECTED BY A QUALIFIED PROFESSIONAL. 5. EROSION AND SEDIMENT CONTROL METHODS SHALL COMPLY WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, LATEST EDITION. 6. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED PERIODICALLY AND AFTER EACH RAINFALL EVENT. THE CONTRACTOR SHALL REPAIR THE EROSION AND SEDIMENT CONTROL DEVICES AS NECESSARY AND AS DIRECTED BY A QUALIFIED PROFESSIONAL. 7. ALL TEMPORARY EXPOSED FACES OF EARTH CUTS AND FILLS SHALL BE VEGETATED OR PROTECTED FROM EROSION IMMEDIATELY UPON COMPLETION OF EARTHWORK OR IF WORK IN THESE AREAS IS TO BE SUSPENDED FOR FOURTEEN (14) DAYS. PROVISIONS SHALL BE MADE IN ORDER TO MINIMIZE THE AREA TO BE DISTURBED AND TO PREVENT THE CONCENTRATION OF STORM WATER RUNOFF AND EROSION OF DISTURBED EARTH SLOPES. 8. UPON COMPLETION OF GRADING OPERATIONS THE DISTURBED AREAS SHALL BE STABILIZED BY THE FOLLOWING METHODS, DEPENDING UPON THE CLASSIFICATION OF THE AREA AS EITHER TO RECEIVE PERMANENT OR TEMPORARY SEEDING: SEED BED PREPARATION IF AREAS ARE DEEMED AS REQUIRING TOPSOIL THEN APPLY TOPSOIL TO A UNIFORM MINIMUM DEPTH OF FOUR INCHES (4"). TOPSOIL SHALL BE FRIABLE AND LOAMY, FREE OF DEBRIS, OBJECTIONABLE WEEDS, AND STONES, AND CONTAIN NO TOXIC MATERIALS. IF TOPSOIL IS DEEMED UNNECESSARY THEN PREPARE SEED BED BY SCARIFYING COMPACTED AREAS AND REMOVING DEBRIS, ROCKS, AND STUMPS. SEEDBED SHALL RECEIVE THE FOLLOWING SOIL AMENDMENTS: 8.1. LIME TO A Ph OF 6.0 8.2. FERTILIZE WITH 600 LBS OF 5-10-10 OR EQUIVALENT PER ACRE (14 LBS./1000 SQ. FT) THE SOIL AMENDMENTS SHALL BE WORKED INTO THE SEED BED WITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLE EQUIPMENT. TEMPORARY SEEDINGS ANNUAL RYEGRASS SEED SHALL BE APPLIED AT A RATE OF 0.9 LBS PER 1000 SQUARE FEET. USE WINTER RYE IF SEEDING DURING OCTOBER/NOVEMBER. PERMANENT SEEDINGS SEEDING SHALL CONSIST OF 1 LB PER 1000 SQUARE FEET OF SEED CONTAINING AT LEAST 50% FAST SPROUTING PERENNIAL RYE GRASS AND 10% PINK CLOVER OR ALFALFA. THE SEED MIX SHALL BE SPREAD BY UTILIZING A CYCLONE SEEDER, DRILL, OR CULTIPACK SEEDER. SEED DEPTH SHALL BE FROM 1/4 TO 1/2 INCH DEEP. SEED MAY ALSO BE APPLIED BY APPROPRIATE HYDROSEEDING METHODS. ALL SEEDED AREAS SHALL BE MULCHED WITH STRAW MULCH APPLIED AT RATE OF 2 TON/ACRE (90 LBS PER 1000 SQUARE FEET) AND ANCHORED WITH "TERRA-TACK" OR EQUIVALENT. ROCK WHEN ENCOUNTERED, SHALL BE UNDERCUT A MINIMUM OF 12 INCHES BELOW FINISHED GRADE; BACKFILL OVER THE ROCK SHALL CONSIST OF 8 INCHES OF GRANULAR FILL AND 4 INCHES OF TOPSOIL. 9. IF STABILIZATION BY SEEDING CANNOT OCCUR DURING THE RECOMMENDED SEEDING PERIODS, TOPSOIL, FILL, AND EXCAVATED MATERIALS AREAS SHALL BE TEMPORARILY STABILIZED WITH ANCHORED MULCH UNTIL SUCH TIME AS EFFECTIVE SEEDING CAN OCCUR. 10.STOCKPILE MATERIALS SHALL NOT BE LOCATED WITHIN TWENTY-FIVE FEET (25') OF ANY DITCH, STREAM, OR OTHER SURFACE WATER BODY. 11.IF CONSTRUCTION IS SUSPENDED, OR SECTIONS COMPLETED, AREAS SHALL BE SEEDED AND/OR MULCHED IMMEDIATELY. 12.COMPLY WITH THE APPLICABLE STIPULATIONS SET FORTH IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED FOR THIS PROJECT. INFILTRATION PRACTICES: INFILTRATION PRACTICES SHALL NOT BE USED AS SEDIMENT TRAPS. ALL CONSTRUCTION RUNOFF SHALL BE DIRECTED TO AN APPROPRIATE SEDIMENT CONTROL DEVICE. INFILTRATION BASINS MAY ONLY HAVE FLOWS DIRECTED TO THEM ONCE THE SITE HAS BEEN STABILIZED BY VEGETATION OR THE INSTALLATION OF SUBBASE. PROVIDE INLET PROTECTION AS IDENTIFIED. CARE SHALL BE TAKEN WHEN CONSTRUCTION ACTIVITY IS NEAR INFILTRATION AREA. COMPACTION SHOULD BE AVOIDED. DE-COMPACTION PRIOR TO VEGETATING TEST PIT LOG PERFORMED BY: AARON VERA, P.E. DATE: 01/02/2025 TP#1 (326.20') 0" - 4" TOPSOIL 4" - 42" FINE SAND 42" - 120" COARSE SAND NO SIGN OF S.H.G.W. TP#2 (323.80') 0" - 4" TOPSOIL 4" - 42" FINE SAND 42" - 120" COARSE SAND NO SIGN OF S.H.G.W. TP#2 (322.10') 0" - 4" TOPSOIL 4" - 42" FINE SAND 42" - 120" COARSE SAND NO SIGN OF S.H.G.W. TP#2 (323.50') 0" - 4" TOPSOIL 4" - 42" FINE SAND 42" - 120" COARSE SAND NO SIGN OF S.H.G.W. INFILTRATION TEST LOG **INFILTRATION TESTING HAS NOT BEEN PERFORMED DUE TO THE EXTENT OF EARTHWORK REQUIRED. THE CONTRACTOR SHALL LIMIT MASS GRADING TO THE AREAS REQUIRED FOR INFILTRATION TESTING. INFILTRATION TESTING SHALL BE PERFORMED BY THE DESIGN ENGINEER PRIOR TO FURTHER SITE DISTURBANCES.** DESIGN RATE: 20 IN./HR. 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 050 25 50 100 200 50 PROPERTY LINE LEGEND N 200' 15 0 ' E SS SS E INGRESS/EGRESS & UTILITY EASEMENT ACCESS AND MAINTENANCE EASEMENT TO BE RETAINED BY OWNER OF ACCESS ROAD G G G G G G G G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH E E E W G G FM E APPLY TOPSOIL, SEED AND MULCH TO ALL DISTURBED NON-SURFACE AREAS STEEP SLOPE MIX JH 17 JH 70 APPLY TOPSOIL, SEED AND MULCH TO ALL DISTURBED NON-SURFACE AREAS SEE THIS S H E E T F O R ADDITIONAL I N F O R M A T I O N SEE THIS S H E E T F O R ADDITIONAL I N F O R M A T I O N QA 2 AS 3 CF 3 IV 5 AC 1 AC 3 PA 7 QP 1 AR 3 10 C-501 11 C-501 09 C-501 JH 10 AC 1 E PV 6 HM 4 PV 6 HM 4 5 of 10 C-161 20 S K Y W A R D D R I V E W A R E H O U S E IN D U S T R I A L D E V E L O P M E N T 20 S K Y W A R D D R I V E | C I T Y O F S A R A T O G A S P R I N G S | S A R A T O G A C O U N T Y | N E W Y O R K S T A T E PLANTING PLAN 10/16/2024 AJV AJV AS NOTED EAS EAS A 03 / 2 1 / 2 5 AJ V IN I T I A L S U B M I S S I O N T O C I T Y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P: \ 2 4 - 0 2 4 \ C A D \ S H E E T S \ 2 4 - 0 2 4 C - 1 6 0 . D W G | 0 3 / 2 1 / 2 0 2 5 0 6 : 1 9 : 4 0 P M N DATE: APPROVED BY: CHECKED BY: SCALE: DESIGNED BY: DRAWN BY: RE V . D A T E BY DE S C R I P T I O N IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT © 2025 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED. Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 | verityeng.com 881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com PLANNING BOARD # 202500XX APPROVAL Approved under authority of a resolution adopted _________________ by the Planning Board of the City of Saratoga Springs. _______________________ Chairperson Date Signed: 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 050 25 50 100 200 50 PROPOSED TREE PROPOSED SHRUB LAWN PROPERTY LINE LEGEND -AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFTS'S TRIPLEX GENERAL MIX. OR APPROVED MIX. AT A RATE OF 5 LBS PER 1,000 SF. STARTER FERTILIZER (5-10-5) AT 40 LBS AND MULCHED WITH STRAW OR HYDROSEEDED. -IF A DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLAN SHALL GOVERN. -TEMPORARY IRRIGATION SHALL BE PROVIDED. -NATIVE STEEP SLOPE MIX WITH WITH ANNUAL RYEGRASS NSSM *NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS ERNEST SEEDS - ITEM# ERNMX-181 PRODUCT: EROSIONS CONTROL & RE-VEGETATION SEEDING RATE: 60 LBS PER ACRE, OR 1.5 LB PER 1,000 SQ.FT HTTPS://WWW.ERNSTSEED.COM/PRODUCT/NATIVE-STEEP-SLOPE-MIX-WANNUAL-RYEGRASS/?ANCHOR=7 LANDSCAPING NOTES: 1. ALL PLANTS TO MEET MINIMUM STANDARDS OF THE AMERICAN ASSOCIATES OF NURSERYMAN. 2. CONTRACTOR SHALL GUARANTEE ALL PLANTED MATERIALS A MINIMUM OF ONE (1) YEAR. IF DURING THIS TIME ANY PLANTINGS ARE NO LONGER VIABLE, THEY SHALL BE REPLACED IN-KIND AT NO EXPENSE TO THE OWNER. 3. CONTRACTOR SHALL MAINTAIN ALL WORK UNTIL FINAL ACCEPTANCE OF THE PROJECT, INCLUDING WATERING, STAKING, AND FENCE PROTECTION. 4. IF PROPOSED PLANT LOCATIONS CONFLICT WITH UTILITIES, LIGHT POLES, OR CROWD EXISTING PLANT MATERIAL, NOTIFY THE OWNER TO CONSULT ON THE ADJUSTMENT OF ANY PLANT LOCATIONS. 5. PLANTS SHALL BE DELIVERED ONLY WHEN THE CONTRACTOR'S SCHEDULE ALLOWS FOR THEIR INSTALLATION IN A REASONABLE TIME. 6. ALL PLANTS SHALL BE WATERED IMMEDIATELY UPON DELIVERY AND EVERY THREE (3) DAYS THEREAFTER UNTIL PLANTING. 7. ANY SUBSTITUTIONS, CHANGES, OR ALTERATIONS SHALL BE APPROVED BY THE OWNER PRIOR TO DELIVERY. 8. FINISHED GRADES IN LANDSCAPED ISLANDS SHALL BE ONE INCH (1") LOWER THAT THE TOP OF ADJACENT CURBS OR WALKWAYS. 9. ALL DISTURBED AREAS SHALL BE RETURNED TO LAWN UNLESS OTHERWISE NOTED. 10. FINE GRADE LAWN AREAS TO PROVIDE A SURFACE FREE OF IRREGULARITIES AND DEPRESSIONS. 11. THE ADDITIVE OF TACKIFIER WILL BE ADDED TO ALL MIXES ON STEEP SLOPES. 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 10 20 40 20 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 10 20 40 20 REQUIRED TREE PLANTING DISTRICT: IND-G (INDUSTRIAL, GENERAL) ONSITE TREES REQUIRED: 2 PER ACRE OF SITE 2 * 11 TOTAL ACRES = 22 TREES REQUIRED 22 * 30% MAXIMUM NUMBER OF ONE SPECIES = 7 NO MORE THAN 7 TREES OF ONE SPECIES) PROVIDED: 24 TREES *SPECIFIED TREES ARE COMPLIANT WITH THE 2022 SARATOGA SPRINGS URBAN FORESTRY MANAGEMENT PLAN PLANTS LIST SYMBOL QTY.SCIENTIFIC NAME COMMON NAME SIZE SPACING REMARKS HEIGHT & WIDTH TREES AS 3 ACER SACCHARUM SUGAR MAPLE TREE 2.5-3" CAL. AS SHOWN B&B 40-60' HT. - 30-50 WIDE AC 5 AMELANCHIER CANADENSIS SHADBUSH SERVICEBERRY 5'-6'AS SHOWN B&B, MULTI-STEM 20-30' HT. - 15-25 WIDE AR 3 ACER RUBRUM RED MAPLE 2.5-3" CAL. AS SHOWN B&B 40-60' HT. - 30-50 WIDE CF 3 CORNUS FLORIDA FLOWERING DOG WOOD 5'-6' HT. AS SHOWN B&B 15-30' HT. - 15-30' WIDE QA 2 QUERCUS ALBA WHITE OAK 2.5-3" CAL AS SHOWN B&B 50-80' HT. - 50-80' WIDE QP 1 QUERCUS PALUSTRIS PIN OAK 2.5-3" CAL AS SHOWN B&B 60-70' HT. - 40-50' WIDE PA 7 PICEA ABIES NORWAY SPRUCE 5'-6' HT. AS SHOWN B&B 40-60' HT. - 25-30' WIDE SHRUBS/PERENNIALS HM 8 HYDRANGEA MACROPHYLLA HYDRANGEA 'ENDLESS SUMMER' 3-5 GAL. 48" MIN FULL/ORNAMENTAL 3-5' HT. - 4-5' WIDE IV 5 ILEX VERTICILLATA "RED SPRITE"RED SPRITE WINTERBERRY 1-2 GAL.AS SHOWN FULL/ORNAMENTAL 3-5' HT. - 3-5' WIDE JH 97 JUNIPERUS HORIZONTALIS 'WILTONII'BLUE RUG JUNIPER 1 QRT.5' O.C.FULL/ORNAMENTAL 5-6" HT. - 6-8' WIDE PV 12 PANICUM VIRGATUM SWITCHGRASS 1-2 GAL.AS SHOWN FULL/ORNAMENTAL 3-6' HT. - 2-3' WIDE ***IF A DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLAN SHALL GOVERN 200' 15 0 ' E SKYWARD DRIVE SS SS E INGRESS/EGRESS & UTILITY EASEMENT ACCESS AND MAINTENANCE EASEMENT TO BE RETAINED BY OWNER OF ACCESS ROAD W G G FM E G G G G G G G G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH E E E DECO T2 DECO T2 DECO T2 DECO T2 DECO T2 DECO T2 WP2 WP2 WP2 WP2 WP1A WP1A WP1A WP1A WP1A WP1A WP1A WP1B WP1B WP1B WP1B WP1B WP1B 6 of 10 C-191 20 S K Y W A R D D R I V E W A R E H O U S E IN D U S T R I A L D E V E L O P M E N T 20 S K Y W A R D D R I V E | C I T Y O F S A R A T O G A S P R I N G S | S A R A T O G A C O U N T Y | N E W Y O R K S T A T E LIGHTING PLAN 10/16/2024 AJV AJV AS NOTED EAS EAS A 03 / 2 1 / 2 5 AJ V IN I T I A L S U B M I S S I O N T O C I T Y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P: \ 2 4 - 0 2 4 \ C A D \ S H E E T S \ 2 4 - 0 2 4 C - 1 9 0 . D W G | 0 3 / 2 1 / 2 0 2 5 0 6 : 2 0 : 0 2 P M N DATE: APPROVED BY: CHECKED BY: SCALE: DESIGNED BY: DRAWN BY: RE V . D A T E BY DE S C R I P T I O N IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT © 2025 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED. Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 | verityeng.com 881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com PLANNING BOARD # 202500XX APPROVAL Approved under authority of a resolution adopted _________________ by the Planning Board of the City of Saratoga Springs. _______________________ Chairperson Date Signed: PARKING LOT DESIGN GUIDE BASIC (FOR TYPICAL CONDITIONS) BASIC ENHANCED SECURITY (IN CONSIDERATION OF PERSONAL SECURITY OR VANDALISM) SECURITY (SECURITY LIGHTING FOR PUBLIC SPACES) HIGH SECURITY (SECURITY LIGHTING FOR PUBLIC SPACES) LUX | FC LUX | FC LUX | FC LUX | FC MINIMUM HORIZONTAL ILLUMINANCE (MEASURED ON SURFACE WITHOUT SHADOWING FROM ANY OBJECT) 2 | 0.2 5 | 0.5 10 | 1.0 30-60 | 3.0-6.0 UNIFORMITY RATIO (MAXIMUM-TO-MINIMUM)20:1 15:1 15:1 4:1* (*AVG:MIN) MINIMUM VERTICAL ILLUMINANCE (FOR FACIAL RECOGNITION AT 5' ABOVE THE PARKING SURFACE AT THE POINT OF LOWEST HORIZONTAL ILLUMINANCE) 1.0 | 0.1 2.5 | 0.25 5-8 | 0.5-0.8 12-60 | 1.2-6.0 REFERENCE RP-33-99, RP-20-98, 9th Edition IESNA Lighting Handbook. IESNA Handbook Tenth Edition shows for a Medium Activity Lot 2.0 fc Average with a 3:1 avg/min and a 14:1 max/min. Chapter 26, page 26.25. LIGHTING SCHEDULE SYMBOL QTY.LABEL ARRANGEMENT MOUNTING HEIGHT TOTAL WATTS MODEL 6 DECO T2 SINGLE 25 FT.166 DECO D824-LED-80-30-T2 7 WP1A WALL 15 FT.40 WPMLED10 40 WP1B WALL 18 FT.40 WPMLED10 4 WP2 WALL 20 FT.80 WPMLED25 *CONTRACTOR TO PROVIDE FIXTURES AS SPECIFIED OR APPROVED EQUIVALENTS, COORDINATE WITH DESIGN ENGINEER. COLOR SPECIFIED BY OWNER. Light Fixture and Pole Base Detail N.T.S. 01 C-191 NOTES: 1. CONCRETE SHALL BE RUBBED SMOOTH ON ALL EXPOSED SURFACES OF BASE. APPLY EXTERIOR FINISH SYSTEM "DECO COAT-X" TO EXPOSED PORTIONS OF CONCRETE. 2. CENTERLINE OF POLE 3' OFF EDGE OF PAVEMENT (UNLESS INDICATED OTHERWISE ON PLAN). 3. COORDINATE WITH OWNER FOR POLE REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING PROPERLY SIZED POLES FOR THE FIXTURES SPECIFIED. NOTE: SEE SHEET C-191 FOR FIXTURES, FIXTURE AND POLE COLOR AND POLE STYLE SHALL BE SPECIFIED BY OWNER. COORDINATE SELECTION WITH ENGINEER PRIOR TO INSTALLATION. LIGHT FIXTURE POLE 4- ANCHOR BOLTS WITH THREADED END GALVANIZED (3/4"∅ x 17" x 3") TYPICAL MATCHING LIGHTPOLE BASE COVER REINFORCED HANDHOLE W/ COVER AND GROUNDING 3/4" CHAMFER GRAVEL BACKFILL MATERIAL (COMPACTED) CONDUIT, STUB UP INSIDE POLE CONCRETE BASE CONSTRUCTION 24" x 24" CONCRETE BASE (4000 PSI AIR ENTRAINED) W/ 4 NO. 5 VERTICAL W/ NO. 5 TIES AT 12" O.C. VERTICAL SUBGRADE-UNDISTURBED OR COMPACTED TO 90% STANDARD PROCTOR CRUSHED AGGREGATE BASE, COMPACTED NYSDOT ITEM 203.07 3/ 4 " 3/ 4 " 30" 48" DETAIL "A" 30" EXPOSED POLE BASE SEE DETAIL A 6" 8" MO U N T I N G H E I G H T - RE F E R E N C E L I G H T I N G S C H E D U L E STANDARD NOTES: 1. EXTERIOR LIGHTING INSTALLATIONS SHOULD INCLUDE TIMERS, DIMMERS, SENSORS, OR PHOTOCELL CONTROLLERS THAT TURN THE LIGHTS OFF DURING DAYLIGHT HOURS OR HOURS WHEN LIGHTING IS NOT NEEDED. 2. NOTE #2: CONDUIT LAYOUT, CIRCUITRY, WIRING, AND CONTROLS TO BE DESIGNED BY OTHERS. 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 050 25 50 100 200 50 PROPERTY LINE LEGEND 7 of 9 C-501 DETAILS (1) 10/16/2024 AJV AJV AS NOTED EAS EAS A 03 / 2 1 / 2 5 AJ V IN I T I A L S U B M I S S I O N T O C I T Y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P: \ 2 4 - 0 2 4 \ C A D \ S H E E T S \ 2 4 - 0 2 4 C - 5 0 0 . D W G | 0 3 / 2 1 / 2 0 2 5 0 6 : 2 0 : 0 5 P M 20 S K Y W A R D D R I V E W A R E H O U S E IN D U S T R I A L D E V E L O P M E N T 20 S K Y W A R D D R I V E | C I T Y O F S A R A T O G A S P R I N G S | S A R A T O G A C O U N T Y | N E W Y O R K S T A T E DATE: APPROVED BY: CHECKED BY: SCALE: DESIGNED BY: DRAWN BY: RE V . D A T E BY DE S C R I P T I O N IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT © 2025 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED. Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 | verityeng.com 881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com PLANNING BOARD # 202500XX APPROVAL Approved under authority of a resolution adopted _________________ by the Planning Board of the City of Saratoga Springs. _______________________ Chairperson Date Signed: Accessible Parking N.T.S. 02 C-501 TYPICAL FOR PARKING SPACE TYPICAL FOR ACCESS AISLE R7-8 R7-8a R7-1 POST BASE DETAIL PAVEMENT SURFACE 30" TYPICAL ACCESSIBLE PARKING LAYOUT "RESERVED PARKING" SIGN OR "NO PARKING ANY TIME" 2" ALUMINIUM POST 7' SIGN BOTTOM 1" NOTE: CROSS SLOPE NOT TO EXCEED 1.5% IN ALL DIRECTIONS IN PARKING SPACES AND ACCESS AISLES 2' O.C. 8' MIN. OR PER PLANS 18' "RESERVED PARKING" SIGN, TYP. "NO PARKING ANY TIME" SIGN, TYP. 4" WIDE BLUE STRIPES, DIAGONAL STRIPES AT 45° ANGLE, 2' O.C. SIDEWALK, SEE PLANS 8' MIN. OR PER PLANS SLOPE CONCRETE AWAY FROM POST 12" ADA Ramp N.T.S. 04 C-501 SLOPE 60"X60" MIN. LANDING 1 4" MAX. REVEAL CONCRETE CURBING ELEVATION NOTES: 1. ALL RAMPS SHALL CONFORM TO ALL APPLICABLE FEDERAL AND STATE CODES, INCLUDING THE AMERICANS WITH DISABILITIES ACT (ADA). 2. ALL RAMPS WERE DESIGNED WITH A RUNNING SLOPE OF 7.50% AND A CROSS SLOPE OF 1.50%, AS-BUILT RAMPS SHALL HAVE RUNNING SLOPES LESS THAN 8.33% AND CROSS SLOPES LESS THAN 2.00% 3. FOR ADDITIONAL INFORMATION REFERENCE NYSDOT 608-1 - SIDEWALK AND CURB RAMP DETAILS 6"6'-8" ( M I N . ) 7.5% 6' TRANSITION CURB 5'0" MIN.6'8" MIN. 7.5% 6'8" MIN. 1 4" MAX. REVEAL 7.5% 7.5% 1 . 5 % 1 . 5 % SLOP E WIRE BRUSH FINISH Concrete Curb N.T.S. 05 C-501 6" 6"6" 6" 4" 6" REVEAL, TYP. NOTES: 1. CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF NOT LESS THAN 4,000 PSI. 2. REFER TO SITE PLAN FOR TRANSITION LOCATIONS. ALL PROPOSED CURBING SHALL TERMINATE AT A STRUCTURE OR WITH A TRANSITION. UNLESS SPECIFIED NO CURBING SHALL TERMINATE AT ITS FULL HEIGHT. TRANSITION ±5' TRANSITION LENGTH 6" REVEAL, TYP. 6"W X 18"H PRECAST OR CAST-IN-PLACE (SLIPFORM) CONCRETE CURBING EXISTING OR PROPOSED ASPHALT PAVEMENT CONCRETE SIDEWALK (SEE DETAIL THIS SHEET) OR LANDSCAPED AREA COMPACTED SUBBASE, NYSDOT TYPE 2 UNDISTURBED EARTH 1 2" CORNER RADIUS PROVIDE UNIFORM TRANSITION FLUSH CURB, 1 4" REVEAL MAX. Concrete Sidewalk N.T.S. 03 C-501 SECTION "A" PLAN NOTES: 1. FINISH CONCRETE EDGES WITH 1/4" RADIUS EDGING TOOL. 2. MAGNESIUM FLOAT FINISH CONCRETE PERPENDICULAR TO DIRECTION OF TRAVEL TO PRODUCE UNIFORM SURFACE. EXPANSION JOINT DETAIL TOOLED CONTROL JOINT DETAIL 6"x6" W1.4xW1.4 WELDED WIRE MESH NYSDOT SUB-BASE COURSE TYPE 4MIRAFI 140N OR APPROVED EQUIVALENT TOOLED CONTROL JOINTS 6' O.C. X 11 4" DEEP, SEE DETAIL ABOVE EXPANSION (ISOLATION) JOINTS SPACED NOT MORE THAN 20' APART AND BETWEEN SIDEWALK AND FOUNDATIONS, PROVIDE 1 2" X 5" BITUMINOUS JOINT FILLER, SEE DETAIL ABOVE 4,000 PSI CONCRETE PREMOLDED BITUMINOUS EXPANSION JOINT FILLER, FULL DEPTH w/SEALANT JOINT EXPANSION (TO BE USED AT FACE OF BLDGS, CURB, ETC.) 1/2" PITCH SIDEWALK 3 16"/FT. AWAY FROM BUILDINGS WIDTH, AS NOTED ON PLAN 2" 2" 6" 1" MIN.1" MIN. 11 4" MIN. CONTROL JOINT SMOOTH FINISH A BROOM FINISH Heavy-Duty Concrete Slab N.T.S. 07 C-501 NOTES: 1. FINISH CONCRETE EDGES WITH 1/4" RADIUS EDGING TOOL. 2. MAGNESIUM FLOAT FINISH CONCRETE PERPENDICULAR TO DIRECTION OF TRAVEL TO PRODUCE UNIFORM SURFACE. WIDTH, AS NOTED ON PLAN 4" 4" 20" 12" NYSDOT SUB-BASE COURSE TYPE 4 8" - 4,500 PSI CONCRETE 6"x6" W2.9xW2.9 WELDED WIRE MESH MIRAFI 140N OR APPROVED EQUIVALENT UNDISTURBED EARTH EXPANSION JOINT DETAIL TOOLED CONTROL JOINT DETAIL PREMOLDED BITUMINOUS EXPANSION JOINT FILLER, FULL DEPTH w/SEALANT JOINT EXPANSION (TO BE USED AT FACE OF BLDGS, CURB, ETC.) 1/2" 1" MIN.1" MIN. 11 4" MIN. CONTROL JOINT SMOOTH FINISH TOOLED JOINT 6" MAX O.C. X 3/4" DEEP EACH WAY Shrub Planting N.T.S. 09 C-501 NOTE: PLANTING PIT SHALL BE TWICE THE DIAMETER OF THE ROOTBALL OR SHALL EXTEND A MINIMUM OF 6" BEYOND THE ROOTBALL, WHICHEVER IS LARGER GROUND LINE TO BE SAME AS AT THE NURSERY 3" SHREDDED HARDWOOD MULCH, EXTEND OVER BERM CONSTRUCT EARTHEN BERM, 4" HIGH REMOVE ALL TWINE AND STRAPS, CUT AND REMOVE BURLAP, REWIRE CAGE FROM TOP 1/3 OF ROOTBALL, REMOVE ALL SYNTHETIC MATERIALS BACKFILL WITH PLANTING SOIL MIXTURE IN 9" LAYERS. WATER EACH LAYER UNTIL SETTLED. DO NOT TAMP BREAK UP SUBGRADE PULL SOIL OR MULCH BACK FROM ROOT CROWN 6" MIN. Sign Post Detail N.T.S. 01 C-501 FINISHED GRADE 2' - 3 " 18" OVERLAP SIGN, SEE PLANS FOR FOR TYPE, FASTEN WITH BOLTS, NUTS, AND WASHERS OF ALUM. OR HOT-DIPPED GALVANIZED STEEL BACKFILL WITH SOIL MINIMUM 7'-0" FOR SINGLE SIGN, IF MULTIPLE SIGNS ARE MOUNTED, 8'-0" MIN. TO BOTTOM OF HIGHER SIGN, 5'-0" TO BOTTOM OF LOWER SIGN SIGN BOTTOM 1" SIGN POST, 2" CARBON STEEL U-POST, PAINTED WITH GREEN ENAMEL OR GALVANIZED STEEL, 3/8" HOLES AT 1" 0.C. 12" TO OVERLAP Asphalt Pavement (SS-5) N.T.S. 06 C-501 NOTES: 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN. 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR. TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT BINDER COURSE - NYSDOT ITEM 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 DE P T H T O SU B G R A D AS R E Q ' D PARKING LOT STANDARD ROADWAY HEAVILY TRAVELED/ TRUCK LOADING 1-1/2" 1-1/2" 2" 2-1/2" 2-1/2" 4" 12" 12" 12" <0.3 MILLION <30 MILLION <30 MILLION PAVEMENT TYPE TOP COURSE BINDER COURSE GRAVEL COURSE ESAL LEVEL * SEE NOTE 2 Tree Planting on Slope N.T.S. 10 C-501 NOTES: 1. STAKES SHALL BE REMOVED AT THE END OF THE FIRST GROWING SEASON AFTER PLANTING. 2. CONTRACTOR IS RESPONSIBLE FOR REMOVING SOIL AND MULCH FROM AROUND THE TREE TRUNK, MAKING SURE TO EXPOSE THE ROOT CROWN. 3. HAND PRUNE ROOTS THAT ARE VISIBLY CIRCLING OR STRANGLING THE ROOTBALL 4. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE. 6. WATER THOROUGHLY AFTER INSTALLATION. 7. REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION. 8. ALL TREES MUST BE TAGGED AND APPROVED BY CONSULTANT WITHIN 14 DAYS AFTER TENDER CLOSING. PLAN VIEW 12 0 . 0 ° 8" M I N . 2X ROOT BALL 4" HT X 8" WIDE BERM ABOVE ROOT BALL REMOVE ALL TWINE AND STRAPS, CUT AND REMOVE BURLAP AND WIRE CAGE FROM TOP 1/3 OF ROOTBALL, REMOVE ALL SYNTHETIC MATERIALS, IF NECESSARY CAREFULLY REMOVE SOIL TO EXPOSE ROOT CROWN 3" DIAMETER X 8' CEDAR STAKE ABOVE GROUND TO LOWEST BRANCHES DOUBLE STRAND OF 12 GAUGE GALVANIZED WIRE, TWISTED (THREE GUYS PER TREE, SPREAD 120° APART), LOCATE 6" FROM TOP OF STAKE UP TO LOWEST BRANCHES GARDEN HOSE FRICTION GUARD 4" LAYER OF MULCH. NO MORE THEN 1" ON TOP OF ROOT BALL MODIFIED SOIL DEPTH VARIES PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOT BALL TO SETTLE THE SOIL TRUNK BASE SHOULD BE PLACED WERE SLOPE PASS EXISTED Tree Island Planting N.T.S. 11 C-501 NOTES: 1. STAKES SHALL BE REMOVED AT THE END OF THE FIRST GROWING SEASON AFTER PLANTING. 2. CONTRACTOR IS RESPONSIBLE FOR REMOVING SOIL AND MULCH FROM AROUND THE TREE TRUNK, MAKING SURE TO EXPOSE THE ROOT CROWN. 3. HAND PRUNE ROOTS THAT ARE VISIBLY CIRCLING OR STRANGLING THE ROOTBALL 4. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE. 6. WATER THOROUGHLY AFTER INSTALLATION. 7. REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION. 8. ALL TREES MUST BE TAGGED AND APPROVED BY CONSULTANT WITHIN 14 DAYS AFTER TENDER CLOSING. EQ. PLAN VIEW 120.0° 8" MI N . 18" NON-WOVEN GEOTEXTILE FABRIC 8' M I N TO N E X T T R E E 4" SHREDDED HARDWOOD MULCH. DO NOT PLACE IN CONTACT WITH TREE TRUNK CONCRETE CURB & ASPHALT PAVEMENT SEE SITE PLANS FOR ADDITIONAL INFO BACKFILL WITH NATIVE BACKFILL IN 9" LIFTS, WATER EACH LAYER UNTIL SETTLED, DO NOT TAMP 18" NON-WOVEN GEOTEXTILE FABRIC 3" DIAMETER X 8' CEDAR STAKE ABOVE GROUND TO LOWEST BRANCHES DOUBLE STRAND OF 12 GAUGE GALVANIZED WIRE, TWISTED (THREE GUYS PER TREE, SPREAD 120° APART), LOCATE 6" FROM TOP OF STAKE UP TO LOWEST BRANCHES GARDEN HOSE FRICTION GUARD REMOVE ALL TWINE AND STRAPS, CUT AND REMOVE BURLAP AND WIRE CAGE FROM TOP 1/3 OF ROOTBALL, REMOVE ALL SYNTHETIC MATERIALS, IF NECESSARY CAREFULLY REMOVE SOIL TO EXPOSE ROOT CROWN CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY IF THE PLANNING BOARD. ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY VARY DUE VARIATIONS IN MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE CITY ENGINEER. IF "APPROVED EQUAL" MIXES ARE BEING PROPOSED, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FROM "APPROVED EQUAL" MIXES SHALL BE PROVIDED WITH THE TEST RESULTS FROM AT LEAST THREE (3) PREVIOUS JOBS. 2. WHEN AIR TEMPERATURES ARE 50 DEGREES FAHRENHEIT AND BELOW, A NON-CHLORINE ACCELERATOR IS REQUIRED PER A.C.I. SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90 DEGREES FAHRENHEIT AND ABOVE, AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME PER. A.C.I. 305R-99. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 P.S.I AT 28 DAYS AND SHALL CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS "A" MIX (OR APPROVED EQUAL) NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE SUBSTITUTED WITH POZZOLAN. THE INITIAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTICIZER IS APPROXIMATELY 2 INCHES TO 2 INCHES. 4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PRTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION. 5. ALL SLIP-FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR CLASS J CONCRETE MIXTURE (OR APPROVED EQUAL). 6. ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERE TO SHALL BE MADE SUBJECT TO APPROVAL OF THE CITY ENGINEER. Pavement Lap Joint N.T.S. 08 C-501 NOTES: 1. EXISTING PAVEMENT SHALL BE SAW CUT TO OBTAIN A STRAIGHT AND CLEAN EDGE FOR PAVING. FINAL SAW CUT SHALL BE MADE AFTER BACKFILLING, GRADING, OR COMPACTION; PRIOR TO PAVING. 2. APPLY TACK COAT AT JOINT ALONG SAWCUT, NYSDOT ITEM 407.0103. TACK COAT SHALL BE STRUCK OFF FLUSH WITH PAVEMENT SURFACE. 3. DEPTH OF SAWCUT SHALL BE DETERMINED ONCE EXISTING PAVEMENT CROSS SECTION HAS BEEN EXPOSED. 12" PROPOSED SUBBASE COURSE, SEE APPROPRIATE SECTION COMPACTED SUBGRADE EXISTING ASPHALT PAVEMENT AND SUBBASE LIMIT OF SAWCUT PAVEMENT COURSES TO MATCH EXISTING IN DEPTH FOR WIDTH OF LAP JOINT AND SHALL TRANSITION TO PROPOSED ASPHALT COURSE DEPTHS, SEE APPROPRIATE DETAIL 12" APPLY TACK COAT AT JOINT, SEE NOTE 2 NOTES: 1. FURNISH BIKE RACK AS MANUFACTURED BY DERO, MINNEAPOLIS, MN., "HOOP RACK". FRONT VIEW END VIEW PLAN ISOMETRIC Hoop Bike Rack Typ. N.T.S. 12 C-501 TRANSITION 35 " 36" 24" 8 of 10 C-502 DETAILS (2) 10/16/2024 AJV AJV AS NOTED EAS EAS A 03 / 2 1 / 2 5 AJ V IN I T I A L S U B M I S S I O N T O C I T Y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P: \ 2 4 - 0 2 4 \ C A D \ S H E E T S \ 2 4 - 0 2 4 C - 5 0 0 . D W G | 0 3 / 2 1 / 2 0 2 5 0 6 : 2 0 : 0 7 P M 20 S K Y W A R D D R I V E W A R E H O U S E IN D U S T R I A L D E V E L O P M E N T 20 S K Y W A R D D R I V E | C I T Y O F S A R A T O G A S P R I N G S | S A R A T O G A C O U N T Y | N E W Y O R K S T A T E DATE: APPROVED BY: CHECKED BY: SCALE: DESIGNED BY: DRAWN BY: RE V . D A T E BY DE S C R I P T I O N IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT © 2025 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED. Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 | verityeng.com 881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com PLANNING BOARD # 202500XX APPROVAL Approved under authority of a resolution adopted _________________ by the Planning Board of the City of Saratoga Springs. _______________________ Chairperson Date Signed: Check Dam N.T.S. 04 C-502 SECTION B-B PROFILE 1.5' MIN. SECTION A-A B 9" MI N . B 18"1 1 2 1 24 " M A X . @ C E N T E R 6" 1 1 2 1 H A H (FT) X = SLOPE (FT/FT) A X SPACING VARIES DEPENDING ON CHANNEL SLOPE FILTER FABRIC CONSTRUCTION SPECIFICATIONS 1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND LOCATIONS SHOWN IN THE PLAN. 2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. 3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE DAM. 4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE. 5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. MAXIMUM DRAINAGE AREA 2 ACRES. CUTOFF TRENCH 18" WIDE 6" DEEP TOE SLOPE SAME ELEVATION CREST 24" MAX @ CENTER CUTOFF TRENCH DESIGN BOTTOM FILTER FABRIC Riprap Outlet Protection N.T.S. 03 C-502 END SECTIONS FROM STRUC.DIA. (IN.) INV (FT.) QPEAK (CFS) d50 (IN.) La (FT.)W (FT.)T (IN.) OCS-1 12 316.50 0.26 MIN. MIN. MIN. MIN. STMH-1 30 317.45 23.65 6 16 FT 18.5 FT 14 PLAN LIMIT OF RIP-RAP SECTION TOP OF RIP-RAP TO ELEVATION OF PIPE CENTERLINE ON SIDE SLOPES OF CHANNEL 1:2 MAX. FILTER FABRIC, MIRAFI 140N OR APPROVED EQUIVALENT RIP-RAP ON EACH SIDE OF PIPE RIP-RAP DO (3 ) D O La W (D O+L a) 18" 12 " MI N . T, 12" MIN. 18"La RIP-RAP DIMENSIONS D50 (IN.) dMAX (IN.) NYSDOT STONE FILL EQUIVALENT MIN. BLANKET THICKNESS, T (IN.) 4 6 FINE (620.02)12 6 9 LIGHT (620.03)14 9 14 LIGHT (620.03)20 12 18 MEDIUM (620.04)27 15 22 MEDIUM (620.04)32 18 27 HEAVY (620.05)32 21 32 HEAVY (620.05)38 24 36 HEAVY (620.05)43 NOTES: 1. MINIMUM APRON LENGTH (La) IS 6 FEET, THE MINIMUM APRON WIDTH (W) IS 7 FEET. 2. APRON WIDTH AT PIPE SHALL BE THREE (3) TIMES THE PIPE DIAMETER. 3. CULVERT INLETS SHALL BE INSTALLED WITH THE MINIMUM DIMENSIONS PROVIDED UNLESS OTHERWISE NOTED. 4. MINIMUM RIP-RAP BLANKET THICKNESS (T) SHALL BE 12" UNLESS OTHERWISE NOTED. PLAN VIEW PROFILE 12' MIN. 50' MIN. 50' MIN. 6" MIN. PAVEMENT EXISTING12' MIN. GROUND EXISTING CLOTH FILTER STONE PAVEMENT 10 ' M I N . 10 ' M I N . (OPTIONAL) MOUNTABLE BERM PAVEMENT EXISTING 3'5 : 1 1. STONE SIZE - USE 1-4 INCH STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). 3. THICKNESS - NOT LESS THAN 6 INCHES. 4. WIDTH - 12 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE 4. INGRESS OR EGRESS OCCURS. 24 FOOT IF SINGLE ENTRANCE TO SITE. 5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAINFALL EVENT. Construction Entrance N.T.S. 06 C-502 Manhole (Storm) N.T.S. 05 C-502 24" OR 30" 12" SUMP 8" DIAMETER PER PLAN 12" O.C. 12", TYP. 4" MIN., 12" MAX. NOTES: 1. APPROVED FLAT TOPS MAY BE UTILIZED FOR SHALLOW STRUCTURES. THE TOP SHALL BE DESIGNED FOR H20 LOADING. THE OPENING SHALL BE PLACED OVER THE STRUCTURE STEPS. 2. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. 3. ENTIRE STRUCTURE SHALL BE BACKFILLED WITH GRAVEL THOROUGHLY COMPACTED IN 12" MAXIMUM LIFTS WHEN INSTALLED IN EXISTING OR PROPOSED TOWN RIGHT-OF-WAY. 12" COMPACTED SUBBASE, NYSDOT TYPE 4 INTEGRAL WALL AND BASE SECTION PRECAST CONCRETE MANHOLE SLAB TOP (H-20 LOADING) COMPACTED SUBBASE, NYSDOT TYPE 4, TYP. PIPE PIPE PRECAST REINFORCED CONCRETE MANHOLE SECTIONS BY FORT MILLER CO.,INC. OR APPROVED EQUIVALENT BUTYL ROPE OR APPROVED EQUIVALENT, TYP. Z-LOK STM BOOT CONNECTOR OR APPROVED EQUIVALENT MORTAR INSIDE AND OUT SHIM COURSES AS REQUIRED TO BRING FRAME TO FINISHED GRADE STEEL REINF. (GRADE 60) COPOLYMER POLYPROPYLENE MANHOLE STEPS; M.A. INDUSTRIES OR APPROVED EQUIVALENT *SEE PLANS FOR COVER TYPE* 30" SQ. COVER, NEENAH R-1557 24" RND. COVER, NEENAH R-1878-AGL OR APPROVED EQUIVALENTS 12 " FLOWFLOW Typical Utility Trench Detail N.T.S. 01 C-502 NOTE: 1. COMPACTED PIPE ZONE BACKFILL AND BEDDING TO BE GRANULAR BEDDING PER SPECIFICATIONS OR A.O.B.E. 2. TRENCH BACKFILL TO BE SELECT FILL IN LAWN OR NON-SURFACED AREAS, NYSDOT TYPE 2 SUBBASE FOR PAVEMENTS AND HARDSCAPE AREAS. 3. ALL EXCAVATION AND TRENCHING SHALL COMPLY WITH OSHA REQUIREMENTS AND ALL STATE AND LOCAL SAFETY REGULATIONS. RESTORE ALL DISTURBED SURFACES IN KIND LESSER OF 3*OD OR OD + 24" O D 12 " LIMIT OF EXCAVATION PI P E Z O N E B A C K F I L L AN D B E D D I N G TR E N C H E X C A V A T I O N , A S R E Q U I R E D TRENCH BACKFILL Tree Protection Fence N.T.S. 07 C-502 Utility Separations: Parallel and Crossing (W-7) N.T.S. 02 C-502 NOTES: (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS") 1. WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAINTAINED, 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 WATER TIGHTNESS PRIOR TO BACKFILLING. SEE NOTES SEE NOTES 18 " MI N . FINISHED GRADE 5' 0 " M I N . FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES) WATER LINE SANITARY SEWER (GRAVITY OR FORCEMAIN OR STORM SEWER) Slope Stabilization N.T.S. 09 C-502 BURY ENDS OF BLANKET, TYP. TOPSOIL, SEED AND MULCH AS REQUIRED AS SOON AS PROPOSED ELEVATIONS ACHIEVED. INSTALL EROSION CONTROL BLANKET ON ALL SLOPES 1 ON 3 OR STEEPER OR NOT REQUIRING RIP-RAP. USE EROSION BLANKETS TYPE SC 150BN, STAPLE PATTERN "A", AS MANUFACTURED BY NORTH AMERICAN GREEN OR APPROVED EQUAL. NOTES: 1. ANCHOR BLANKETS AT TOP OF SLOPE IN 6" DEEP x 6" WIDE TRENCH. BACKFILL AND COMPACT TRENCH AFTER STAPLING. 2. EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH A 4" OVERLAP. 3. MID-SLOPE BLANKETS SHALL HAVE A MINIMUM OVERLAP OF 4". 6" 6" GRADE SLOPE BURY PER MANUFACTURER'S INSTRUCTIONS, TYP. Guiderail N.T.S. 08 C-502 NOTES: 1. GUIDE RAIL SHALL CONFORM TO NYSDOT STANDARD SHEETS 606-07 AND 606-09 2. ALL HARDWARE SHALL BE GALVANIZED 25 " 12 " 12 GAUGE GALVANIZED STEEL GUIDE RAIL 5' O.C. (MIN.) WRAP AROUND END SECTION 5 8" DIA. SPLICE BOLTS, TYP. OF EIGHT (8) AT EACH CONNECTION 5 8" DIA. MOUNTING BOLT, TYP. OF ONE (1) AT EACH CONNECTION FINISHED GRADE W6 X 8.5 POST 6"31 4" SECTION ELEVATION 48 " EM B E D M E N T Steel and Concrete Bollard N.T.S. 10 C-502 6" I.D. SCH. 40 STEEL PIPE, 2 MIL COAT OF YELLOW PAINT, FILLED WITH 3,000 PSI CONCRETE CONCRETE FOOTING BOLLARD TO BE FILLED WITH CONCRETE 3,000 PSI 4' - 4 " 5' - 0 " 6"6" 9 of 10 C-503 DETAILS (3) 10/16/2024 AJV AJV AS NOTED EAS EAS A 03 / 2 1 / 2 5 AJ V IN I T I A L S U B M I S S I O N T O C I T Y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P: \ 2 4 - 0 2 4 \ C A D \ S H E E T S \ 2 4 - 0 2 4 C - 5 0 0 . D W G | 0 3 / 2 1 / 2 0 2 5 0 6 : 2 0 : 0 9 P M 20 S K Y W A R D D R I V E W A R E H O U S E IN D U S T R I A L D E V E L O P M E N T 20 S K Y W A R D D R I V E | C I T Y O F S A R A T O G A S P R I N G S | S A R A T O G A C O U N T Y | N E W Y O R K S T A T E DATE: APPROVED BY: CHECKED BY: SCALE: DESIGNED BY: DRAWN BY: RE V . D A T E BY DE S C R I P T I O N IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT © 2025 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED. Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 | verityeng.com 881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com PLANNING BOARD # 202500XX APPROVAL Approved under authority of a resolution adopted _________________ by the Planning Board of the City of Saratoga Springs. _______________________ Chairperson Date Signed: Concrete Washout N.T.S. 02 C-503 8' MIN. 8' M I N . CONCRETE WASHOUT AREA MINIMUM 8'x8'x2' (LxWxD) SIGN IDENTIFYING SITE AS A CONCRETE WASHOUT AREA PAVED ROADWAY FENCE 10' WIDE CRUSHED STONE ENTRANCE FROM PAVED ROAD TO WASHOUT AREA 12" NO. 1 CRUSHED STONE FROM PAVED ROAD TO WASHOUT AREA SLOPE TO FACILITY MAINTENANCE: 1. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE DEACTIVATED AND REPAIRED OR REPLACED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA, SUCH AS A GRASS FILTER STRIP. 2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75% OF THE STORAGE CAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE. 3. DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON-SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. IN THAT CASE, THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED, OR BURIED AND COVERED WITH A MINIMUM OF TWO (2) FEET OF CLEAN COMPACTED EARTH FILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. 4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. 5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN NON-DESIGNATED AREAS. 2 1 2' MIN. PLASTIC LINER 10MILS MINIMUM 100' MIN. TYP DRAINAGE SWALES, STORM DRAIN INLETS, WETLANDS, STREAMS AND OTHER SURFACE WATERS EARTHEN BERM, SAND BAGS, STONE, OR OTHER STRUCTURAL APPURENANCE PLASTIC LINER ANCHORED BEYOND TOP OF PIT WITH EARTHEN BERM, SAND BAGS, STONE, OR OTHER STRUCTURAL APPURENANCE NOTE: ALL CONCRETE WASHOUT FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO THE 2016 NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL MANUAL, SECTION 2, PAGE 2.24: STANDARD AND SPECIFICATION FOR CONCRETE TRUCK WASHOUT. FENCE PAVED ROADWAY CONCRETE WASHOUT AREA MINIMUM 8'x8'x2' DEEP A A SECTION A-A Observation Well N.T.S. 07 C-503 4" PEA GRAVEL OR RIVER STONE 6" PVC THREADED CAP, FLUSH WITH GROUND SURFACE PERFORATED 6" PVC PIPE SET PIPE ON BRICK OR CONCRETE BLOCK UNDISTURBED MATERIAL FILTER FABRIC, MIRAFI 140N OR APPROVED EQUAL CLEAN WASHED #2 STONE 2'∅, MIN. 4' M I N . SAND FILTER 6"-8" BASIN/POND BOTTOM Sediment Trap - Pipe Outlet N.T.S. 01 C-503 FLOW EMBANKMENT SECTION THRU RISER 4.0'MIN. 12" W 10.0' 1.0' 1'-6"MIN. 5.0'MAX. * RISER EMBEDDED 9" INTO CONCRETE OR 1/4" METAL PLATE WELDED ALL AROUND. CONSTRUCTION SPECIFICATIONS: 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED AND STRIPPED OF ANY VEGETATION AND ROOT MAT. THE POOL AREA SHALL BE CLEARED. 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVER-SIZED STONES, ROCKS, ORGANIC MATERIAL, OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE IT IS BEING CONSTRUCTED. 3. VOLUME OF SEDIMENT STORAGE SHALL BE 1,800 CUBIC FEET PER ACRE OF CONTRIBUTORY DRAINAGE. 4. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. 5. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 6. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION ARE MINIMIZED. 7. THE STRUCTURE SHALL BE REMOVED AND AREA STABILIZED WHEN THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 8. ALL FILL SLOPES SHALL BE 2:1 OR FLATTER; CUT SLOPES 1:1 OR FLATTER. 9. ALL PIPE CONNECTIONS SHALL BE WATERTIGHT. 10. THE TOP 2/3 OF THE RISER SHALL BE PERFORATED WITH ONE (1) INCH DIAMETER HOLES OR SLITS SPACED SIX (6) INCHES VERTICALLY AND HORIZONTALLY AND PLACED IN THE CONCAVE PORTION OF PIPE. NO HOLES WILL BE ALLOWED WITHIN SIX (6) INCHES OF THE HORIZONTAL BARREL. 11. THE RISER SHALL BE WRAPPED WITH 1/4 TO 1/2 INCH HARDWARE CLOTH WIRE THEN WRAPPED WITH FILTER CLOTH (HAVING AN EQUIVALENT SIEVE SIZE OF 40-80). THE FILTER CLOTH SHALL EXTEND SIX (6) INCHES ABOVE THE HIGHEST HOLE AND SIX (6) INCHES BELOW THE LOWEST HOLE. WHERE ENDS OF THE FILTER CLOTH COME TOGETHER, THEY SHALL BE OVER-LAPPED, FOLDED AND STAPLED TO PREVENT BYPASS. 12. STRAPS OR CONNECTING BANDS SHALL BE USED TO HOLD THE FILTER CLOTH AND WIRE FABRIC IN PLACE. THEY SHALL BE PLACED AT THE TOP AND BOTTOM OF THE CLOTH. 13. FILL MATERIAL AROUND THE PIPE SPILLWAY SHALL BE HAND COMPACTED IN FOUR (4) INCH LAYERS. A MINIMUM OF TWO (2) FEET OF HAND COMPACTED BACKFILL SHALL BE PLACED OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. 14. THE RISER SHALL BE ANCHORED WITH EITHER A CONCRETE BASE OR STEEL PLATE BASE TO PREVENT FLOTATION. FOR CONCRETE BASED THE DEPTH SHALL BE TWELVE (12) INCHES WITH THE RISER EMBEDDED NINE (9) INCHES. A 1/4 INCH MINIMUM THICKNESS STEEL PLATE SHALL BE ATTACHED TO THE RISER BY A CONTINUOUS WELD AROUND THE BOTTOM TO FORM A WATERTIGHT CONNECTION AND THEN PLACE TWO (2) FEET OF STONE, GRAVEL, OR TAMPED EARTH ON THE PLATE. EXCAVATE IF NECESSARY FOR STORAGEOUTLET PROTECTION EARTH EMBANKMENT ALL SLOPES 2:1 OR FLATTER PERFORATED RISER 1 4" TO 1 2" HARDWARE CLOTH WITH FILTER FABRIC SECURELY FASTENED W = DIAMETER OF RISER (>24") RIPRAP PROTECTION PROVIDE WATERTIGHT CONNECTION ACCEPTABLE WATER TIGHT JOINT SIZING ST#1 ST#2 BARREL DIAMETER (IN): 12 12 RISER DIAMETER(IN): 12 12 DRAINAGE AREA (AC): 0.8 0.8 DESIGN VOLUME (CF): 1,500 1,500 UNDISTURBED GROUND 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND. 16"MIN. 4" EMBED FILTER CLOTH A MIN. OF 6" IN GROUND. SECTION VIEW 10' MAX. C. TO C. 36" MIN. FENCE POST PERSPECTIVE VIEW WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH COMPACTED SOIL FLOW FLO W FLO W 20"MIN. 8" MIN. HEIGHT OF FILTER = 16" MIN. WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING) Silt Fence N.T.S. 03 C-503 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 TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. *AERATION INCLUDES THE USE OF MACHINES SUCH AS TRACTOR-DRAWN IMPLEMENTS WITH COULTERS MAKING A NARROW SLIT IN THE SOIL, A ROLLER WITH MANY SPIKES MAKING INDENTATION IN THE SOIL, OR PRONGS WHICH FUNCTION LIKE A MINI-SUBSOILER. **SOIL RESTORATION PER "DEEP RIPPING AND DE-COMPACTION, DEC 2008." https://www.dec.ny.gov/docs/water_pdf/infildecom08.pdf SOIL RESTORATION REQUIREMENTS TYPE OF SOIL DISTURBANCE SOIL RESTORATION REQUIREMENTS COMMENTS/EXAMPLE NO SOIL DISTURBANCE RESTORATION NOT PERMITTED PRESERVATION OF NATURAL FEATURES MINIMAL SOIL DISTURBANCE RESTORATION NOT REQUIRED CLEARING AND GRUBBING AREAS WHERE TOPSOIL IS STRIPPED ONLY - NO CHANGE IN GRADE HSG A & B: APPLY SIX INCHES (6") OF TOPSOIL HSG C & D: AERATE* AND APPLY SIX INCHES (6") OF TOPSOIL PROTECT AREA FROM ANY ONGOING CONSTRUCTION ACTIVITIES AREAS OF CUT OR FILL HSG A & B: AERATE* AND APPLY SIX INCHES (6") OF TOPSOIL HSG C & D: APPLY FULL SOIL RESTORATION** HEAVY TRAFFIC AREAS ON SITE (ESPECIALLY IN A ZONE 5-25 FEET AROUND BUILDINGS BUT NOT WITHIN A 5 FOOT PERIMETER AROUND FOUNDATION WALLS) APPLY FULL SOIL RESTORATION** (DE-COMPACTION AND COMPOST ENHANCEMENT) KEEP CONSTRUCTION EQUIPMENT FROM CROSSING THESE AREAS. TO PROTECT NEWLY INSTALLED PRACTICE FROM ANY ONGOING CONSTRUCTION ACTIVITIES CONSTRUCT A SINGLE PHASE OPERATION FENCE AREA AREAS WHERE RUNOFF REDUCTION OR INFILTRATION PRACTICES ARE APPLIED RESTORATION NOT REQUIRED, BUT MAY BE APPLIED TO ENHANCE THE REDUCTION SPECIFIED FOR APPROPRIATE PRACTICE REDEVELOPMENT PROJECTS SOIL RESTORATION** IS REQUIRED ON REDEVELOPMENT PROJECTS IN AREAS WHERE EXISTING IMPERVIOUS AREA WILL BE CONVERTED TO PERVIOUS AREA. Soil Stockpile Stabilization N.T.S. 04 C-503 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1: 2 3. SILT FENCE SHALL BE PLACED 10-FEET DOWNSLOPE OF EACH PILE. UPON COMPLETION OF SOIL STOCKPILING, TOPSOIL SHALL BE STABILIZED WITH SEED AND MULCH IF NOT TO BE DISTURBED/UTILIZED WITHIN 14 DAYS. 4. SEE ADDITIONAL DETAILS FOR INSTALLATION OF SILT FENCE. 5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED TO DIRECT CLEAN RUNOFF FROM STOCKPILE AREAS. REFER TO EROSION AND SEDIMENT CONTROL PLAN. NOTE: STOCKPILE HEIGHT NOT TO EXCEED 16' Stormwater Management Signage N.T.S. 08 C-503 NOTES: 1. COORDINATE WITH DESIGN ENGINEER TO OBTAIN PROJECT IDENTIFICATION NUMBER. 2. IN LIEU OF A SEPARATE POST AND BASE SIGNAGE MAY BE MOUNTED TO NEARBY FENCING OR LIGHT POLES USING STAINLESS STEEL BAND CLAMPS. 3. TYPE "A" SIGN(S) SHALL HAVE A MINIMUM DIMENSIONS OF 18" BY 24" AND SHALL HAVE WHITE LETTERS ON A GREEN BACKGROUND. 4. TYPE "B" SIGN(S) SHALL HAVE A MINIMUM DIMENSIONS OF 18" BY 24" AND SHALL HAVE A WHITE BACKGROUND, A BLACK BORDER AND TEXT, AND RED "WARNING TEXT. 0.080" ALUMINIUM SIGN PANEL, BAKED ENAMEL FINISH GALZANIZED STEEL POST, 2" U-CHANNEL WITH 7 16" HOLES AT 1" 0.C. 24 " 6"8"∅ 60 " ANTI-CORROSIVE COATING ON PORTION OF POST IN CONTACT WITH CONCRETE 2,500 PSI CONCRETE SLOPE TOP OF CONCRETE BASE FINISHED GRADE STORMWATER MANAGEMENT PRACTICE INFILTRATION BASIN PROJECT IDENTIFICATION: SPDES NYR______ MUST BE MAINTAINED IN ACCORDANCE WITH O&M PLAN NO NOT REMOVE OR ALTER NOTES: 1. AT NO TIME DURING CONSTRUCTION SHALL THE INFILTRATION BASIN SERVE AS A SEDIMENTATION BASIN. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE PRACTICE UNTIL ALL CONSTRUCTION HAS CEASED AND A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 80% OVER THE ENTIRE PERVIOUS SURFACE HAS BEEN ESTABLISHED. 2. ALL FILL MATERIAL SHALL BE INSPECTED BY THE ENGINEER PRIOR TO PLACEMENT. Infiltration Basin N.T.S. 05 C-503 320 325 330 TOP OF BASIN 3 FT. WIDE BERM ELEV.: 325.00 FOREBAY INFILTRATION BASIN WATER QUALITY NOTES: REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND STORMWATER MANAGEMENT REPORT FOR WATER QUALITY CALCULATIONS. INFILTRATION BASIN #1 RRV REQ'D: 4,169 FT3 (0.095 af.) RRV PROVIDED: 4,169 FT 3 (0.095 af.) WQV REQ'D:4,169 FT3 (0.095 af.) WQV PROVIDED:4,169 FT3 (0.095 af.) STORM ELEVATION VOL. (CF) 1-YR 322.05 99 10-YR 322.69 1,712 25-YR 323.12 3,016 100-YR 323.92 6,016 PROFILE SECTION 1 3 0%3 1 3113 5' 5' 6" FILTER FABRIC MIRAFI 140N OR APPROVED EQUIVALENT TOP OF BASIN (IB#1)ELEV:325.50 TOP OF BASIN (IB#1)ELEV:325.50 TOP OF SPILLWAY (IB#1)ELEV:324.50 TOPSOIL, SEED & MULCH TERMINATE RIP-RAP AT EXISTING GRADE RIP-RAP, NYSDOT LIGHT STONE FILL TOPSOIL, SEED & MULCH TOP OF SPILLWAY (IB#1)ELEV:324.50 RIP-RAP, NYSDOT LIGHT STONE FILL, 12" MIN. DEPTH INFILTRATION BASIN OUTFALL 100-YR FOREBAY 322 OBSERVATION WELL, SEE DETAIL THIS SHEET RIP-RAP SPILL WAY ELEV.: 324.50 RIP-RAP WEIR ELEV: 324.50 1-YR 320 325 330 INFILTRATION BASIN SWALE SWALE 323 324 325 325 322 323 324 3 2 5 TOP OF BERM 3 FT. WIDE TOP OF BASIN 3 FT. WIDE 321.50 Infiltration Basin #2 N.T.S. 06 C-503 315 320 325 FOREBAY INFILTRATION BASIN 100-YR FOREBAY 1-YR 315 320 325 INFILTRATION BASIN NOTES: 1. AT NO TIME DURING CONSTRUCTION SHALL THE INFILTRATION BASIN SERVE AS A SEDIMENTATION BASIN. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE PRACTICE UNTIL ALL CONSTRUCTION HAS CEASED AND A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 80% OVER THE ENTIRE PERVIOUS SURFACE HAS BEEN ESTABLISHED. 2. ALL FILL MATERIAL SHALL BE INSPECTED BY THE ENGINEER PRIOR TO PLACEMENT. WATER QUALITY NOTES: REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND STORMWATER MANAGEMENT REPORT FOR WATER QUALITY CALCULATIONS. WATER QUALITY NOTES: REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND STORMWATER MANAGEMENT REPORT FOR WATER QUALITY CALCULATIONS. INFILTRATION BASIN #2 RRV REQ'D: 23,672 FT3 (0.543 af.) RRV PROVIDED: 23,672 FT 3 (0.543 af.) WQV REQ'D:23,672 FT3 (0.543 af.) WQV PROVIDED:23,672 FT3 (0.543 af.) STORM ELEVATION VOL. (CF) 1-YR 316.32 3,276 10-YR 317.34 14,354 25-YR 318.00 22,141 100-YR 318.97 37,559 316 317 318 319 320 3 1 4 3 1 5 3 2 0 10-YR25-YR OBSERVATION WELL, SEE DETAIL THIS SHEET SWALE GABION WALL ELEV: 318.00 GABION WALL ELEV:318.00 OVERFLOW OUTLET, SEE SHEET C-121 INLET, SEE SHEET C-121 10 of 10 C-504 DETAILS (4) 10/16/2024 AJV AJV AS NOTED EAS EAS A 03 / 2 1 / 2 5 AJ V IN I T I A L S U B M I S S I O N T O C I T Y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P: \ 2 4 - 0 2 4 \ C A D \ S H E E T S \ 2 4 - 0 2 4 C - 5 0 0 . D W G | 0 3 / 2 1 / 2 0 2 5 0 6 : 2 0 : 1 1 P M 20 S K Y W A R D D R I V E W A R E H O U S E IN D U S T R I A L D E V E L O P M E N T 20 S K Y W A R D D R I V E | C I T Y O F S A R A T O G A S P R I N G S | S A R A T O G A C O U N T Y | N E W Y O R K S T A T E DATE: APPROVED BY: CHECKED BY: SCALE: DESIGNED BY: DRAWN BY: RE V . D A T E BY DE S C R I P T I O N IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT © 2025 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED. Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 | verityeng.com 881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com PLANNING BOARD # 202500XX APPROVAL Approved under authority of a resolution adopted _________________ by the Planning Board of the City of Saratoga Springs. _______________________ Chairperson Date Signed: Grease Trap N.T.S. 06 C-504 12"-18" PROFILE LIQUID DEPTH 6' OUTLET INLET 2,000 GALLON HEAVY-DUTY GREASE TRAP FINISHED GRADE 8" MIN. PEA GRAVEL OR SAND APPLY ONE COAT OF BITUMINOUS SEALER TO ALL EXTERIOR CONCRETE SURFACES LIQUID LEVEL SANITARY TEE, TYP. SEPTIC TANK ACCESS TO GRADE (24"∅ MIN.) FOR SOIL COVER GREATER THAN 12" MANHOLE FRAME AND COVER, NEENAH R-1574 OR APPROVED EQUIVALENT, "SANITARY SEWER" LABEL, TYP. 3" D R O P GROUT OR PROVIDE POLYETHYLENE SEAL, TYP. SECTION SLIDE-IN CONCRETE BAFFLE NOTES: 1. GREASE TRAP AS MANUFACTURED BY FORT MILLER CO., INC. OR OTHER APPROVED EQUIVALENT. 2. EFFECTIVE LENGTH OF GREASE TRAP - NO LESS THAN TWO, NO GREATER THAN FOUR TIMES THE WIDTH. NOTES: 1. TUBING, TRACER WIRE, AND WARNING TAPE IDENTIFICATION MARKERS SHALL BE CONSISTENT WITH A.P.W.A. COLOR CODE AND OSHA REG. 1926-956(C)(I) 2. INSTALL PRESSURE SEWER SERVICES BELOW STORM SEWER AND WATER MAIN WITH 18" MIN. SEPARATION TYPICAL. 3. #12 AWG STAINLESS STEEL HDD CABLE WITH GREEN COLORED INSULATION, SUCH AS #10 BY KRIS-TECH WIRE CO. 4. DISCHARGE LINE SHALL BE 1 1 4" PE 4710 IPS (ASTM D3035) DR-11 (200 PSI) GREENSTRIPE OR GREENSHELL NOTE: MINIMUM I.D. TO BE 11 4" 5. SERVICE LINE SHALL BE 1 1 2" PE 4710 IPS (ASTM D3035) DR-11 (200 PSI) GREENSTRIPE OR GREENSHELL NOTE: MINIMUM I.D. TO BE 11 2" 6. HDPE/POLY PIPE REQUIRES THE USE OF STAINLESS STEEL INSERT PIPE STIFFENERS FOR ALL PACK JOINT OR COMPRESSION CONNECTIONS 7. SPLICE TRACER CABLE BY TYING IN A KNOT AND CONNECTING CONDUCTORS IN SILICONE GEL TWIST ENCAPSULATORS, DIRECT BURY TRACER WIRE CONNECTORS SUCH AS DRYCONN CONNECTORS BY COPPERHEAD INDUSTRIES, LLC 8. PROVIDE S.S. SERVICE SADDLE AS MANUFACTURED BY ROMAC INDUSTRIES, INC., MODEL 306 AND CORPORATION STOP BY FORD METER BOX COMPANY, INC. MODEL B1000-6-NL OR APPROVED EQUIVALENTS. CONNECT TO PUMP DISCHARGE (11 4" FIPT) 5'± FROM PUMP SEE C-101 FOR LOCATION Grinder Pump to Sanitary Force Main Connection N.T.S. 07 C-504 TEMPORARY PRESSURE TREATED 4"X4" LUMBER MARKER TO BE INSTALLED BY ROAD UTILITY CONTRACTOR. LID WITH WORD 'SEWER' CAST IN 5' M I N . C O V E R , T Y P . SE E N O T E # 2 CURB BOX WITH CAP LABELED 'SEWER', TYP.BRING TRACER WIRE 12" MIN. ABOVE GRADE ON THE OUTSIDE OF ALL GATE AND CURB BOXES FINISHED GRADE, TYP. VALVE BOX: TOP SECTION WITH BOTTOM FLANGE, SET VALVE BOX ON CONCRETE BRICKS, FULLY COMPACT BACKFILL PRIOR TO INSTALLING BRICK TRACER CABLE, SEE NOTE #3 BRASS ADAPTER OR COUPLING PACK JOINT x 11 2" FIPT, SEE NOTE #6 SERVICE LINE, SEE NOTE #5, INSTALL WITH HORIZONTAL SLACK DISCHARGE LINE, SEE NOTE #4, INSTALL WITH HORIZONTAL SLACK SERVICE LINE, SEE NOTE #5, INSTALL WITH HORIZONTAL SLACK TEMPORARY CAP AND TAPE EXPOSED THREADS TO PROTECT AND KEEP CLEAN FOR FUTURE GRINDER PUMP CONNECTION 11 2" BRASS PACK JOINT CURB STOP, FULL PORT S.S. BALL VALVE WITH 1 4" TURN CHECK AS MANUFACTURED BY FORD METER BOX CO., TYP. CONCRETE BLOCK 4"x8"x16", TYP. ℄ GRINDER PUMP/LOW PRESSURE SEWER CONTRACTOR SHALL CONNECT TO TRACER CABLE, SEE NOTE #7 SERVICE SADDLE AND CORPORATION, SEE NOTE #8 11 2" PACK JOINT X 11 2" MNPT WATER WORKS BRASS ADAPTER 11 4" ADAPTER COUPLING MATERIAL: WATER WORKS BRASS P.J. X MNPT STAINLESS STEEL CURB STOP EXTENSION ROD, 18" MIN., TYP. EONE STAINLESS STEEL UNI-LATERAL ONE PIECE INTEGRAL CURB STOP AND CHECK VALVE 11 4" FNPT FLAPPER TYPE CHECK VALVE, S.S. 11 4" FEMALE NPT STAINLESS STEEL FNPT BELL REDUCER 11 4" X 11 2" AND S.S. 11 4" CLOSE NIPPLE 11 4" FEMALE NPT NOTES: 1. THE TANK MUST BE PLACED ON A 6” BED OF GRAVEL MADE UP OF NATURALLY ROUNDED AGGREGATE, CLEAN AND FREE FLOWING, WITH PARTICLE SIZE NOT LESS THAN 1/8” OR MORE THAN 3/4” IN DIAMETER. THE WETWELL SHOULD BE LEVELED AND FILLED WITH WATER PRIOR TO POURING THE CONCRETE TO PREVENT THE TANK FROM SHIFTING. 2. SAND BACKFILL SHALL BE FREE FROM DELETERIOUS MATERIAL, INCLUDING STONES OVER 1" IN SIZE, PLACED IN 12" LIFTS, AND COMPACT TO 90% STANDARD PROCTOR 3. LAY FORCE MAIN IN A MANNER WHICH AVOIDS THE CREATION OF HIGH POINTS. 4. PUMP STATION PROVIDED SHALL BE MODEL DH152 AS MANUFACTURED BY ENVIRONMENT ONE (E-ONE) OF NISKAYUNA, NEW YORK (518) 346-6161 OR APPROVED EQUIVALENT. 5. PUMP SELECTION IS BASED ON MINIMUM FORCE MAIN CLEANSING VELOCITY OF 2.0 FPS AND A MAXIMUM VELOCITY OF 5.0 FPS. 6. ALL ELECTRIC WORK, MATERIALS, AND COMPONENTS SHALL COMPLY IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL LOCAL AND STATE CODES REGARDING, BUT NOT LIMITED TO, INSTALLATION, WATER TIGHTNESS, EXPLOSION PROOF AND WET ENVIRONMENTS. 7. PRIOR TO FINAL APPROVAL OF THE GRINDER PUMP INSTALLATION, DOCUMENTATION BY THE PUMP MANUFACTURER'S REPRESENTATIVE THAT THE GRINDER PUMP WAS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND THAT THE SYSTEM WAS START-UP TESTED WITH VERIFICATION OF PROPER ALARM ACTIVATION, SHALL BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION OR THE DESIGN ENGINEER. 8. A HYDROSTATIC TEST MUST BE PERFORMED ON INSTALLED FORCE MAIN PIPE PRIOR TO PUMP CONNECTION. PIPE SHALL BE TESTED AT 90 PSI, AND WITNESSED BY THE AUTHORITY HAVING JURISDICTION OR THE DESIGN ENGINEER. 9. THE CONTRACTOR SHALL NOTE THAT THE PLANS CALL FOR A NON-STANDARD 6" INLET INTO THE GRINDER PUMP STATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUPPLY THE CORRECT CONFIGURATION. PUMP CYCLING CALCULATION DOSE VOLUME: 14 GAL. "ON" FLOAT: 4" ABOVE "OFF" "ALARM" FLOAT: 8" ABOVE "ON" "ON" PER CYCLE: 1 MINS 0 SECS DAILY FLOW: 1,500 GAL. CYCLES PER DAY: (1,500/16)≈ 93.75 PUMP PIT SCHEDULE PIPE SIZE PIPE RUN STATIC HEAD TDH MODEL APPROX. GPM ±191'1.8' 28.5' E-ONE DH152 14.011 2" Grinder Pump Station N.T.S. 05 C-504 GASKETED LID, HDPE DUAL WALL, CORRUGATED HDPE ACCESSWAY INTERNAL WELL VENT, 2" DIA. DISCHARGE 11 4" FPT (304 S.S.) QUICK DISCONNECT ASSEMBLY (304 S.S.) S.S. CAST BALL VALVE 11 4" DISCHARGE LINE (304 S.S.) CHECK VALVE (NORYL) ANTI-SIPHON VALVE (NORYL) POLYETHYLENE TANK 1 2" NOMINAL WALL THICKNESS, 150 GAL. CAPACITY ACCESS WAY VENT STRAIN RELIEF CORD CONNECTOR POWER AND ALARM CABLE, 6 CONDUCTOR WITH GROUND E/ONE EQUALIZER ELECTRICAL QUICK DISCONNECT NEMA 6P (EQD) INLET, GROMMET TO ACCEPT 61 2" O.D. PVC PIPE (NON-STANDARD) SEMI-POSITIVE DISPLACEMENT (SPD) TYPE PUMP, EACH DIRECTLY DRIVEN BY A 1-HP MOTOR 423 4" 311 2"281 2" (106 GAL.) 201 2" (74 GAL.) 161 2" (58 GAL.) VARIES 42.8" 31.5" ∅38.8" 60" COVER OVER DISCHARGE (MIN.) BALLAST CONTAINMENT RING DISCHARGE, 11 4" FNPT GRADE MUST SLOPE AWAY FROM STATION GRADE:327.75 RIM:328.00 DISCHARGE ALARM PUMP ON PUMP OFF BASE: 319.00 20" 6" GRAVEL BEDDING 45.0" 2,500 PSI CONCRETE EXTENSION AND COUPLER AS REQUIRED, CUT RISER BETWEEN CORRUGATIONS AT FINISHED GRADE 11 . 3 " INV OUT: 322.50 INLET: EDPM GROMMET FOR 6" DWV PIPE (NON-STANDARD INV IN: 321.36 Tapping Water Valve Detail N.T.S. 02 C-504 FINISHED GRADE FLUSH WITH PAVEMENT OR 1" IN GRASSED AREAS 5' M I N . 5' M I N . C O V E R MJ GATE VALVE, SIZE PER PLAN SERVICE (TYPE & SIZE PER PLAN) 6" MIN. VALVE BOX (TELESCOPIC PATTERN) WATER MAIN STAINLESS STEEL TAPPING SLEEVE AND VALVE, SIZE AS NOTED ON PLAN UNDISTURBED MATERIAL 3,000 PSI CONCRETE THRUST BLOCK, TYP. TRENCH OR BURY AS REQ'D Trench - Force Main N.T.S. 01 C-504 NOTE: TRACER WIRE TO BE CONTINUOUS FROM CONTROL PANEL TO PUBLIC SEWER TRENCH BACKFILL PAVED AREAS - TYPE 2 SUBBASE, NYSDOT ITEM 304.12 COMPACT TO 95% STANDARD PROCTOR NON-PAVED AREAS - GRANULAR FILL MAGNETIC LOCATOR TAPE SAND BEDDING, HAND TAMPED 11 4" HDPE FORCE MAIN, MINIMIZE LOW POINTS AND HIGH POINTS IN MAIN SAND BEDDING, HAND TAMPED CONTINUOUS #12 INSULATED TRACER WIRE ATTACHED TO PIPE 18 " 5' , M I N . 4" MI N . 12 " MI N . TRENCH WIDTH (12" MIN.)Sewer - Cleanout N.T.S. 04 C-504 4" CONCRETE TERMITE BLOCKS FOR SUPPORT SOLID COVER TO BE LABELED "SEWER" FOR SANITARY SEWER AND "STORM" OR "DRAIN" FOR STORM SEWER OR ROOF LEADERS FINISHED GRADE CLEANOUT FRAME, MODEL #18111 AS MANUFACTURED BY GENERAL FOUNDRIES, INC., NORTH BRUNSWICK, NJ CLEANOUT ADAPTER AND PLUG 45° BEND, TYP. 45° BEND OR WYEPVC (SIZE PER PLAN) 10 - 1 / 2 " Building Drain Layout (SA-7) N.T.S. 03 C-504 NOTES: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE NYS PLUMBING CODE FOR ADDITIONAL INFORMATION. 5' COVERED/PERFORATED VENT OUTLET 4" CLEANOUT PLUG COMBINATION "Y" AND 1/8 BEND FOUNDATION WALL FOOTING BASEMENT FLOOR 4" BUILDING DRAIN (TYP.)6" BUILDING SEWER (TYP.) R. O . W . L I N E IF REQUIRED: APPROVED BACKWATER VALVE WITH CLEANOUT IF REQUIRED: DOUBLE HAND HOLE BUILDING TRAP OR RUNNING TRAP 4" CLEANOUT PLUG (S) IF A BUILDING TRAP IS REQUIRED FRESH AIR INLET (3" MIN.) BUILDING DRAIN 4' (MAX)2' (MAX.) (PLUS BACKWATER VALVE) TO PUBLIC SEWER 2% (1 4 INCH/FT) (MIN. SLOPE) CONNECTION IF NO INSIDE CLEANOUT: 4" WITH RISER TO GRADE FINAL GRADE 4" (MIN.) 3" (MIN.) APPROVED SLEEVE THROUGH FOUNDATION WALL