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HomeMy WebLinkAbout20250301 3 Unlimited Dr Land Disturbance Activity PlansEx. 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 7 C-000 SL A C K C H E M I C A L BU I L D I N G A D D I T I O N 3 U N L I M I T E 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 02/10/2025 AJV AJV AS NOTED EAS EAS A 04 / 1 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 7 \ C A D \ S H E E T S \ 2 4 - 0 2 7 C - 5 0 0 . D W G | 0 4 / 1 2 / 2 0 2 5 0 6 : 1 1 : 1 7 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 Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 | verityeng.com 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. 881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com SLACK CHEMICAL BUILDING ADDITION 3 Unlimited Drive | City of Saratoga Springs | Saratoga County | New York State SITE PLANS April 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" = 40' ZONING MAP 1" = ±2,000' USGS QUAD. 1" = ±2,000' N SITE SITE 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 Demo & Removals Plan 3 C-101 Site Plan 4 C-121 Grading Plan 5 C-191 Lighting Plan 6 C-501 Details (1) 7 C-502 Details (2) NOTICE OF DECISION AREA OF CLEARING AND GRUBBING ±0.78 ACRES DRYWELLS ARE TO BE REMOVED RETAINING WALLS ARE TO BE REMOVED CONCRETE TO BE REMOVED SALVAGE EXISTING LIGHTS, REFERENCE C-191 FOR NEW LOCATION SALVAGE EXISTING STONE FOR REUSE VENT HOOD TO REMAIN 2 of 7 V-101 SL A C K C H E M I C A L BU I L D I N G A D D I T I O N 3 U N L I M I T E 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 DEMO & REMOVALS PLAN 02/10/2025 AJV AJV AS NOTED EAS EAS A 04 / 1 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 7 \ C A D \ S H E E T S \ 2 4 - 0 2 7 V - 1 0 0 . D W G | 0 4 / 1 2 / 2 0 2 5 0 6 : 1 1 : 2 5 P M N 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 Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 | verityeng.com 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. 881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com GRAPHIC SCALE 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 020 10 20 40 80 20 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 WB-67 - Interstate Semi-Trailer WB-67 - Interstate Semi-Trailer 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 09 C-501 STORMWATER MANAGEMENT AREA STORMWATER MANAGEMENT AREA 10 C-501 25' WIDE NO-CUTE BUFFER FOR PROTECTION OF BLUE KARNER HABITAT 75' WIDE ELECTRICITY TRANSMISSION LINE EASEMENT (SEE BOOK 685 OF DEED, AT PAGE 132) 15' SIDE SETBACK 15' SIDE SETBACK 150.0' 12' 32 ' GRAVEL TWO LOADING DOCK, AT-GRADE ENTRY PAD, BY OTHERS, TYP. CONCRETE PAD APPLY TOPSOIL, SEED AND MULCH TO ALL DISTURBED NON-SURFACE AREAS APPLY TOPSOIL, SEED AND MULCH TO ALL DISTURBED NON-SURFACE AREAS DUMPSTER EXISTING BUILDING WAREHOUSE STORAGE 17,363 SQ. FT. FFE:325.66'11 6 . 0 ' 31 . 0 6 ' 43' 30 ' R E A R S E T B A C K GRANDE BLVD CR 46 UNLIMITED DRIVE CADY HILL ROAD TAX ID: 178-1-60 LANDS N/F OF UNLIMITED POTENTIAL PROPERTIES ZONING:GENERAL INDUSTRIAL (IND-G) USE: COMMERCIAL CADY HILL BLVD TAX ID: 178-1-50.111 LANDS N/F OF MUNTER ENTERPRISES LLC ZONING:GENERAL INDUSTRIAL (IND-G) USE: INDUSTRIAL GEYSER ROAD TAX ID: 178-1-35.111 LANDS N/F OF D & H RAILROAD CO INC ZONING:GENERAL INDUSTRIAL (IND-G) USE: RAIL ROAD 15' SIDE SETBACK 15 ' S I D E S E T B A C K 15' SIDE SETBACK 15' SIDE SETBACK ±7 4 . 7 ' ±8 7 . 4 ' 40' FRONT SETBACK 55' EASEMENT VEHICLE INGRESS & EGRESS 30 ' R E A R S E T B A C K ±13 9 . 7 ' 3 of 7 C-101 SL A C K C H E M I C A L BU I L D I N G A D D I T I O N 3 U N L I M I T E 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 02/10/2025 AJV AJV AS NOTED EAS EAS A 04 / 1 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 7 \ C A D \ 2 4 - 0 2 7 S I T E . D W G | 0 4 / 1 2 / 2 0 2 5 0 6 : 1 1 : 2 9 P M N SITE SITE ZONING MAP 1" = ±2,000' USGS QUAD. 1" = ±2,000' SITE STATISTICS ADDRESS: 3 UNLIMITED DRIVE TAX MAP: 178.-1-50.121 AREA: ±284,105 SF. (±6.52 AC.) ZONE: IND-G (GENERAL INDUSTRIAL) USE: INDUSTRIAL - GENERAL IND-G SITE MIN. LOT SIZE 40,000 SF. 284,105 SF. MIN. AVG. WIDTH 200 FT. >200 FT. PRINCIPAL BLDG. COVERAGE 40 %25.9 % MIN. FRONT SETBACK 40 FT. ±87.4 FT. MIN. REAR SETBACK 30 FT. ±139.7 FT. MIN. SIDE SETBACK (EACH) 15 FT. ±31.1,±74.7 FT. MIN. SIDE SETBACK (TOTAL) 30 FT. ±105.8 FT. PRINCIPAL MAX. HEIGHT 50 FT.<50 FT. MIN. GREENSPACE 30 % ±54.1 % LOT COVERAGE EXISTING PROPOSED BUILDINGS:56,312 SF. 73,674 SF. (25.9%) PAVEMENTS:65,422 SF. 57,044 SF. (20.0%) GREEN SPACE:162,371 SF.153,387 SF. (54.1%) 284,105 SF. 284,105 SF. 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 MUNICIPAL 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. LANDSCAPE NOTES: 1. 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. SPECIAL NOTES: 1. TOPOGRAPHIC AND UTILITY INFORMATION SHOWN WAS COMPILED FROM A PREPARED SURVEY BY GILBERT VANGUILDER & ASSOCIATES OF CLIFTON PARK, NEW YORK, DATED NOVEMBER 24,2017. LAST REVISED MARCH 11, 2025. A DIGITAL SET OF DRAWINGS TITLED "T_BASE" WAS TRANSMITTED VIA EMAIL ON 03 MARCH, 2025. 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. 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 Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 | verityeng.com 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. 881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com GRAPHIC SCALE 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 020 10 20 40 80 20 PROPERTY LINE SETBACK LEGEND 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 SETBACK ENTRANCE LOCATION 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 50 100 200 100 SITE MAP EXISTING BUILDING WAREHOUSE STORAGE 17,363 SQ. FT. FFE:325.66' WnB Windsor Loamy Sand 3-8% Slopes HSG: A 3% 3% 32 6 32 7 32 8 32 9 33 0 10-YR 25-YR 100-YR1-YR 10-YR 100-YR1-YR 10-YR 25-YR 100-YR 1-YR 25-YR 316 317 318 319 320 321 322 323 324 325 32 0 32 1 32 2 32 3 324 SF SF SF SF SF SF SF SF CB-1 RIM: 321.50' INV IN: 318.80' (6") INV OUT: 318.30' (12") 1% 29 % 3% 323 324 325 326 SF SF SF 32 2 323 33% 3 3 % OBSERVATION WELL OBSERVATION WELL STORMWATER MANAGEMENT SIGNAGE TYPE A SPILLWAY LIMITS OF DISTURBANCE 0.78 AC SILT FENCE INSTALL AND MAINTAIN CONCRETE WASHOUT INFILTRATION BASIN IB#1 INFILTRATION TRENCH IT#1 STORMWATER MANAGEMENT SIGNAGE TYPE B 08 C-501 04 C-501 03 C-501 11 C-501 02 C-501 01 C-501 323324325 326 327328 5' RIPRAP OUTLET PROTECTION 06 C-501 5' 5' 03 C-502 INSERT INLET PROTECTION 02 C-502 322 323 322 323 324 325 5' SF SFSFSFSF SF SF SF SF SF STOCKPILE AREA 07 C-501 ROOF DRAIN 6" N12 HDPE 12 LF @ 4.00% INV:320.50 INV:321.00 12" N12 HDPE 69 LF @ 0.44% INV:318.00 6" N12 HDPE 12 LF @ 10.37% INV:320.00 6" N12 HDPE 22 LF @ 5.00% INV:319.00 INV:317.88 321 . 6 6 325.00 316 . 0 0 325 . 3 2 323.22 321 . 6 2 325 . 3 3 325.33 322.47 321.00 32 1 . 6 6 3 2 1 . 4 2 321 . 4 6 325 . 3 3 323 . 2 5 321 . 6 6 32 5 . 3 8 325 . 6 6 325.66 32 5 . 3 3 32 1 . 3 2 320.90 321 . 5 8 316 . 0 0 3 2 4 . 8 9 32 4 . 7 1 324.61 321.32 31 9 . 0 0 32 1 . 6 1 ROOF DRAIN 4 of 7 C-121 SL A C K C H E M I C A L BU I L D I N G A D D I T I O N 3 U N L I M I T E 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 PLAN 02/10/2025 AJV AJV AS NOTED EAS EAS A 04 / 1 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 7 \ C A D \ 2 4 - 0 2 7 G R A D . D W G | 0 4 / 1 2 / 2 0 2 5 0 6 : 1 1 : 3 8 P M N GRAPHIC SCALE 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 020 10 20 40 80 20 PROPERTY LINE LEGEND GENERAL CONSTRUCTION SEQUENCE TOTAL DISTURBANCE = 0.78 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 STAGE 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. PREPARE BUILDING PAD AND POUR FOUNDATION, ALLOW 28 DAYS FOR CURING. 11. TRENCH FOR UTILITIES 12. INSTALL STORMWATER PRACTICES. 13. CONTINUE GRADING TO FINE GRADING SLOPES, STABILIZE IMMEDIATELY. 14. INSTALL PAVEMENTS. POST-CONSTRUCTION 15. ONCE CONSTRUCTION IS COMPLETED, CONTRACTOR TO PERMANENTLY STABILIZE ALL EXPOSED AREA, INCLUDING AREAS THAT HAVE BECOME BARE DUE TO TRAFFIC. 16. ENSURE POSITIVE DRAINAGE FLOW AWAY FROM BUILDINGS AND ADJACENT PROPERTIES SO THAT FLOWS HAVE A POSITIVE DIRECTION TOWARDS STORMWATER COLLECTION DEVICES. 17. REMOVE ANY ACCUMULATED SEDIMENT AND ENSURE ALL STORMWATER MANAGEMENT PRACTICES ARE FUNCTIONING CORRECTLY, AND DISCHARGING CLEAN RUNOFF. 18. PERFORM FINAL CLEANUP OF DEBRIS, AND REPAIR ANY AREAS THAT WERE AFFECTED FROM CONSTRUCTION. 19. 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. 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 Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 | verityeng.com 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. 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: 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 WP1 WP1 WP1 RELOCATED LIGHT FIXTURE RELOCATED LIGHT FIXTURES 5 of 7 C-191 SL A C K C H E M I C A L BU I L D I N G A D D I T I O N 3 U N L I M I T E 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 02/10/2025 AJV AJV AS NOTED EAS EAS A 04 / 1 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 7 \ C A D \ S H E E T S \ 2 4 - 0 2 7 C - 1 9 0 . D W G | 0 4 / 1 2 / 2 0 2 5 0 6 : 1 1 : 5 0 P M 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 3 WP1 SINGLE 18 FT.46 C-LITE C-WP-E-TR-S6L-SCCT-UL-DB ***CONTRACTOR TO PROVIDE FIXTURES AS SPECIFIED OR APPROVED EQUIVALENTS, COORDINATE WITH DESIGN ENGINEER. COLOR SPECIFIED BY OWNER. 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. SARATOGA SPRINGS LIGHTING NOTES: SARATOGA SPRINGS - UNIFIED DEVELOPMENT ORDINANCE C. LIGHTING STANDARDS AS OF THE EFFECTIVE DATE OF THIS ORDINANCE, APRIL 4, 2022, ALL NEW LIGHTING INSTALLED MUST MEET THE FOLLOWING 1. FOR NONRESIDENTIAL, MIXED-USE, MULTI-FAMILY, AND TOWNHOUSE DEVELOPMENTS THE MAXIMUM ALLOWABLE FOOTCANDLE AT ANY LOT LINE IS ONE FOOTCANDLE. 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 Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 | verityeng.com 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. 881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com GRAPHIC SCALE 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 020 10 20 40 80 20 PROPERTY LINE LEGEND PLANNING BOARD # 202500XX APPROVAL Approved under authority of a resolution adopted _________________ by the Planning Board of the City of Saratoga Springs. _______________________ Chairperson Date Signed: N Typical Utility Trench Detail N.T.S. 05 C-501 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 Heavy-Duty Concrete Slab N.T.S. 09 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 2 8" - 4,500 PSI CONCRETE 6"x6" W2.9xW2.9 WELDED WIRE MESH MIRAFI 500X 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 Riprap Outlet Protection N.T.S. 06 C-501 NOTES: 1. MINIMUM APRON LENGTH (La) IS 6 FEET. 2. MINIMUM APRON WIDTH (W) IS 7 FEET. 3. MINIMUM D50 IS 4 INCHES, SEE TABLE. 4. APRON WIDTH AT PIPE SHALL BE THREE (3) TIMES THE PIPE DIAMETER. 5. INLETS SHALL BE INSTALLED WITH THE MINIMUM DIMENSIONS PROVIDED UNLESS OTHERWISE NOTED. 6. MINIMUM RIP-RAP BLANKET THICKNESS (T) SHALL BE 12" UNLESS OTHERWISE NOTED. END SECTIONS FROM STRUC.DIA. (IN.) INV (FT.) QPEAK (CFS) d50 (IN.) La (FT.) W (FT.) T (IN.) CB-1 12 318.30 0.76 6 IN. 6'7'12" RIP-RAP DIMENSIONS D50 (INCHES) dMAX (INCHES) MIN. BLANKET THICKNESS (T, INCHES) 4 6 12 6 9 14 9 14 20 12 18 27 15 22 32 18 27 32 21 32 38 24 36 43 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 18" 12 " MI N . T, 12" MIN. 18"La 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. 04 C-501 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. Soil Stockpile Stabilization N.T.S. 07 C-501 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-501 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 TYPE A TYPE B STORMWATER MANAGEMENT PRACTICE INFILTRATION TRENCH PROJECT IDENTIFICATION: SPDES NYR______ MUST BE MAINTAINED IN ACCORDANCE WITH O&M PLAN NO NOT REMOVE OR ALTER Observation Well N.T.S. 03 C-501 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 Infiltration Trench (IT#1) N.T.S. 01 C-501 WATER QUALITY NOTES: REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND STORMWATER MANAGEMENT REPORT FOR WATER QUALITY CALCULATIONS. INFILTRATION TRENCH #1 RRv REQ'D: 805 RRv PROVIDED: 805 *** ALL WQv PROVIDED BY RUNOFF REDUCTION TECHNIQUES STORM ELEVATION VOL. (CF) 1-YR 320.77 5 10-YR 321.78 287 25-YR 322.65 528 100-YR 324.62 1,076 6' WOOD OR ALUMINUM EDGING BUILDING FOUNDATION UNDISTURBED EARTH NON-WOVEN FILTER FABRIC CONTINUOUS AROUND STONE NYSDOT #2 WASHED STONE NON-WOVEN FILTER FABRIC, MIRIFI 140N OR EQUAL PEA GRAVEL 325.33 324.75 320.75 PRETREATMENT 2' (MIN.) WATER AND BEDROCK SEPARATION EXISTING GRADE 4' 7" NOTES: 1. AT NO TIME DURING CONSTRUCTION SHALL THE INFILTRATION BASIN OR FOREBAY SERVE AS A SEDIMENTATION BASIN. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE PRACTICE UNTIL ALL CONSTRUCTION HAS CEASED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 80% OVER THE ENTIRE PERVIOUS SURFACE HAS BEEN ESTABLISHED. Infiltration Basin (IB#1) N.T.S. 02 C-501 WATER QUALITY NOTES: REFER TO THE STORMWATER MANAGEMENT REPORT FOR WATER QUALITY CALCULATIONS. INFILTRATION BASIN #1 RRv REQ'D: 1,282 RRv PROVIDED: 1,282 *** ALL WQv PROVIDED BY RUNOFF REDUCTION TECHNIQUES STORM ELEVATION VOL. (CF) 1-YR 316.29 114 10-YR 317.43 681 25-YR 318.12 1,115 100-YR 319.38 2,103 INFILTRATION BASIN 1 3 1 3 315' 320' 315' 320' FOREBAY 316.00316.0 AFFIX BASKETS TOGETHER WITH WIRE TIES, TWO (2) PER SIDE GABION BASKETS (3" MESH) 3'X3'X3' 319.00 6 of 7 C-501 SL A C K C H E M I C A L BU I L D I N G A D D I T I O N 3 U N L I M I T E 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 DETAILS (1) 02/10/2025 AJV AJV AS NOTED EAS EAS A 04 / 1 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 7 \ C A D \ S H E E T S \ 2 4 - 0 2 7 C - 5 0 0 . D W G | 0 4 / 1 2 / 2 0 2 5 0 6 : 1 2 : 0 3 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 Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 | verityeng.com 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. 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: NOTES: 1. SUBBASE SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY ASTM D-1557. 2. PROOF ROLLING SHALL BE DONE TO VERIFY THE STABILITY AND UNIFORMITY OF SUBGRADE. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER. 3. SUBBASE COURSE SHALL HAVE NO MORE THAN (7%) SEVEN PERCENT BY WEIGHT FINER THAN NO. 200 SIEVE. 4. CONTRACTOR SHALL PLACE SELECT FILL WHERE REQUIRED TO ACHIEVE SUBGRADE ELEVATION. SELECT FILL SHALL BE COMPACTED TO 95% OF THE MAX. DENSITY ASTM D-1557. THE ENGINEER SHALL INSPECT THE SELECT FILL PRIOR TO PLACEMENT. 5. STABILIZATION FABRIC SHALL BE MIRAFI 500X OR APPROVED EQUIVALENT COMPACTED SUBGRADE, SEE NOTE #4 STABILIZATION FABRIC Pavement Section N.T.S. 10 C-501 12" SUBBASE, NYSDOT TYPE 2, ITEM 304.12 GRAVEL Concrete Washout N.T.S. 11 C-501 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. 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 7 of 7 C-502 SL A C K C H E M I C A L BU I L D I N G A D D I T I O N 3 U N L I M I T E 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 DETAILS (2) 02/10/2025 AJV AJV AS NOTED EAS EAS A 04 / 1 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 7 \ C A D \ S H E E T S \ 2 4 - 0 2 7 C - 5 0 0 . D W G | 0 4 / 1 2 / 2 0 2 5 0 6 : 1 2 : 0 4 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 Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 | verityeng.com 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. 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: Sediment Trap - Pipe Outlet N.T.S. 01 C-502 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 Insert Inlet Protection N.T.S. 02 C-502 LIFT STRAPS OVERFLOW PORTS, REQUIRED CATCH BASIN GRATE REINFORCED CORNERS DUMPING STRAPS CATCH BASIN INLET CONTAINMENT AREA, MIN. 24" SILT SACK BY DANDY PRODUCTS, INC. OR APPROVED EQUIVALENT Catch Basin N.T.S. 03 C-502 NOTE: INSTALL INLET PROTECTION SIMULTANEOUS WITH INSTALLATION OF CATCH BASIN 4" TO 12" OF GRADE ADJUSTMENT, USE CONCRETE GRADE RINGS OR APPROVED EQUIVALENT SEE UTILITY PLAN FOR SHAPE AND SIZE 12" SUMP, MIN. 12" MIN. 12 " MI N . CATCH BASIN FRAME AND GRATE AS MANUFACTURED BY NEENAH FOUNDRY COMPANY, PATTERN NO. R-3561 PRECAST CONCRETE DRAINAGE STRUCTURE AS MANUFACTURED BY FORT MILLER COMPANY APPROVED GRANULAR BACKFILL MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY UNDISTURBED SUBGRADE PIPE, AS SHOWN ON SITE/UTILITY PLANS GROUT FRAME FINISHED GRADE, GRADE PER SITE/GRADING PLAN DIRECTING DRAINAGE TO CATCH BASIN