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sections 7209N and 7301 of the New York State Education Law for any person, unless acting under the direction of a registered architect, licensed engineer or land surveyor to alter this drawing. If altered such R.A., P.E. or L.L.S. shall affix his or her seal, signature, the date,the notation "Altered By" and a specific description of the alteration. All Rights Reserved. Reuse of these documents without the expressed written permission of CARMINAWOOD DESIGN is prohibited. WARNING it is a violation of article 145 Greensboro Utica Buffalo NOTE: CONTRACTOR SHALL APPLY FOR AND OBTAIN A NYSDOT HIGHWAY WORK PERMIT FOR UTILITY WORK - PERM 32 FOR ALL UTILITY CONNECTIONS WITHIN THE UNION ROAD RIGHT-OF-WAY 8"x6" WYE, INV 522.8± CONTRACTOR TO VERIFY DEPTH 10 LF SDR-35 PVC PRIOR TO CONSTRUCTION SANITARY SEWER LATERAL @ 1.O% MIN. 23 LF SDR-35 PVC SANITARY SEWER LATERAL @ 1.O% MIN. 28 LF SDR-35 PVC SANITARY SEWER LATERAL @ 1.O% MIN. 1" TYPE "K" COPPER DOMESTIC SERVICE C.O. 1" CURB STOP & (MIN. 5' COVER) C.O. BOX (BY ECWA) 18" MIN. VERTICAL 8 SEPARATION INSTALL 1" RPZ 1" TAPPING SADDLE AND & METER INSIDE CORP. STOP (BY ECWA) UTILITY ROOM Proposed Bank PROPOSED INSTALL C.O., SINGLE-STORY BANK TRAP & VENT EXISTING 2-STORY IN GREENSPACE INV 525.40 2,750± S.F. OFFICE BUILDING F.F.E. = 530.40 3,150 S.F. FOOTPRINT 7 LF SDR-35 PVC F.F.E. = 530.90 SANITARY SEWER LATERAL @ 1.O% MIN. © CARMINA WOOD DESIGN APPROXIMATE LOCATION OF EX. 6" West Seneca, NY 1465 Union Road CIP WATER MAIN. CONTRACTOR TO VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION. COORDINATE GAS, ELECTRIC AND TELEPHONE CONDUIT SIZE AND LOCATIONS WITH UTILITY STOP COMPANIES AND MEP PLANS STOP Date DO NOT ENTER No. Description REVISIONS: 15 NOTES: 1. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORMTOWNTOOF WEST SENECA ARY CTION SPECIFICATIONS AND DETAILS, AND ERIE COUNTY DEPARTMENT OF HEALTH RULES AND REGULATIONS. 2. PRIOR STARTING ANY WORK ASSOCIATED WITH OR NEAR EXISTING SANITARY MANHOLES, CONSTRU THE CONTRACTOR SHALL MEET WITHTOWN THE OF WEST SENECA TO DISCUSS AND AGREE PRELIMIN TO THE WORK. PROPOSED UTILITY LEGEND POTENTIAL FUTURE 3. FILL SHALL BE PLACED AND SATISFACTORILY COMPACTED PRIOR TO INSTALLATION OF PROPOSED STORM SEWER ST PARKING EXPANSION UTILITIES, AND MUST BE APPROVED BY THE SUPERVISING PROJECT ENGINEER. PROPOSED SANITARY SEWER 6" SA NOT FOR 4. ALL OTHER REQUIRED PERMITS BY THE STATE OF NEW YORK, COUNTY OFTOWN ERIE AND OF WEST SENECA ARE THE RESPONSIBILITY OF THE CONTRACTOR/DEVELOPER. PROPOSED WATERLINE 1" W UTILITY NOTES: PROPOSED CATCH BASIN CB 1. FOR ALL SANITARY SEWERS, INSTALL SELECT FILL IN PAVED AREAS, EXTEND 5' MIN. BEYOND PAVEMENT LIMITS PROPOSED YARD DRAIN YD 2. BUILDINGS TO HAVE6"AHOUSE TRAP, VENT AND CLEANOUT INSTALLED AT ENTRANCE POINT. INVERT ELEVATION TO BE5' MIN.BELOW F.F.E. OF THE BUILDING. PIPE TO 6" SDR-35 BE PVC @ 1.0% MIN WITH MIN 4' OF COVER. ADD ADDITIONAL CLEANOUTS @ 100' MAX. SPACING 6" LATERALS FOR OVER 90' IN LENGTH. PROPOSED MANHOLE MH DRAWING NAME: 3. COORDINATE GAS & ELEC. METER BANK LOCATIONS ON BUILDINGS WITH M.E.P. PLANS & UTILITY CO.'S. PROPOSED HYDRANT ASSEMBLY 4. COORDINATE LOCATION OF CTV & TELEPHONE SERVICE TO BUILDINGS WITH M.E.P. PLANS AND UTILITY CO.'S. Utility Plan 5. ANY EXISTING UTILITIES WHICH ARE TO BE ABANDONED AND FALL UNDER PAVEMENT OR BUILDINGS SHALL BE PROPOSED GATE VALVE GV REMOVED VS. BEING ABANDONED UNLESS THOSE UTILITIES ARE FILLED WITH FLOWABLE FILL. NOTE: FOR PROPOSED VALVE BOXES, CLEANOUTS, ETC., INSTALL A 6. EXISTING GAS SERVICES TO REMAIN UNLESS OTHERWISE NOTED. ANY PORTIONS TO BE RELOCATED SHALL BE 3,000 PSI CONCRETE COLLAR AROUND THE ITEM AT GRADE. THE COORDINATED WITH NATIONAL FUEL GAS. COLLAR SHALL BE A MINIMUM OF 6" WIDER, ON ALL SIDES, THAN THE BOX, CLEANOUT, ETC. THE COLLAR SHALL BE A MINIMUM OF 6" THICK. 7. ALL UNDERGROUND TELEPHONE SERVICES SHALL REMAIN AND BE PROTECTED DURING CONSTRUCTION. Date: 1/20/26 Drawn By: A. Pandolfe Utility Plan 8. A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES OF VERTICAL SEPARATION MUST BE MAINTAINED BETWEEN ALL SANITARY SEWER AND WATER SERVICES. NOTE: BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS, CARMINA WOOD DESIGN ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. Scale: DRAWING NO. As Noted 9. ERIE COUNTY WATER AUTHORITY (ECWA) IS TO BE NOTIFIED A MINIMUM OF 48-HOURS PRIOR TO STARTING THE SCALE: 1"=30' C-400 CONNECTION TO THE NEW WATER SERVICE. 20 0 20 40Ft. 20' 10. SELECT BACKFILL IS REQUIRED FOR ALL UTILITIES (GAS, WATER, STORM, SANITARY) THAT CROSS THROUGH PAVEMENT AREAS. Project No: 25-4181 Page 11 of 65