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6"-22.5° STOP 8"x6" WYE PUMP STATION OE 202 LF 8" SDR-35 BEND INV 670.86 RIM 682.40 15 LF 6" SDR-35 PVC SANITARY C.O. C.O. SAN MH 5 INV 678.40 NE UE SEWER LATERAL @ 1.0% MIN. PVC PRIVATE SAN RIM 678.00 SEWER @ 0.4%12" INV 673.20 SW 4" AWWA C-900 PVC DOMESTIC INV 670.68 W EA OE INV 673.00 N SERVICE (MIN. 5' COVER) 71 LF 6" SDR-35 PVC SANITARY SEWER LATERAL @ 1.0% MIN. INV 671.59 W 6" AWWA C-900 PVC DOMESTIC . AR BI T UE INV 671.49 E WATER (MIN. 5' COVER) 170°-37'-13" 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 675 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. 674 71 LF 6" SDR-35 PVC SANITARY 12" 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 OE 673 Greensboro 672 SEWER LATERAL @ 1.0% MIN. APPROX. LOCATION CONTRACTOR TO VERIFY LIMITS OF 671 670 OF CEMETERY CEMETERY AND NOTIFY DESIGN UE 12" STM INV 674.00 ENGINEER OF ANY POTENTIAL CONFLICTS 8" SAN INV 672.50 HEAD STONES NOT 673 LOCATED 127°-49'-44" UE 673 6"-22.5° 14" BEND 28" 14" Utica UE W. INV: 682.97 180 LF 8" SDR-35 6" AWWA C-900 PVC WATER 4" AWWA C-900 PVC PVC PRIVATE SAN (12" HDPE) 18" MIN. VERTICAL MAIN (MIN. 5' COVER) DOMESTIC SERVICE UE Buffalo SEWER @ 0.4% SEPARATION (TYP.) (MIN. 5' COVER) SAN MH 4 RIM 680.00 UE 6"x4" REDUCER INV 675.00 E 6"-45° BEND 6"x6"x4" TEE PARKING 4"-45° BENDS HYDRANT LOT UE 8"x6" WYE 12" STM INV 677.07 8"x6" WYE ASSEMBLY INV 675.14 8" SAN INV 674.74 INV 674.62 UE 11 LF 6" SDR-35 PVC SANITARY STOP 11 LF 6" SDR-35 PVC SANITARY SAN MH 3 PART OF 4" GATE VALE SEWER LATERAL @ 1.0% MIN. SEWER LATERAL @ 1.0% MIN. RIM 686.00 146°-28'-21" 4" GATE VALE INV 674.02 W L-11442, P-836 UE INSTALL C.O., TRAP AND INV 673.92 NE VENT IN GREENSPACE INSTALL C.O., TRAP AND Multifamily Development VENT IN GREENSPACE INV 677.80 246 LF 8" SDR-35 REDUCE TO 2" INV 677.80 UE PVC PRIVATE SAN REDUCE TO 2" DOMESTIC SERVICE SEWER @ 0.4% DOMESTIC SERVICE INSIDE BUILDING INSIDE BUILDING UE UE BUILDING W/ATTACHED GARAGES PROPOSED 1-STORY 6 UNIT BUILDING W/ATTACHED GARAGES 149°-26'-50" PROPOSED 1-STORY 6 UNIT UE F.F.E. = 682.80 F.F.E. = 682.80 1425 & 1475 Orchard Park Rd PARKING UE LOT UE SCRUB SHRUB WETLANDS (PSS) © CARMINA WOOD DESIGN (APPROXIMATE LOCATION) West Seneca, NY 153°-18'-56" UE 8" UE UE UE Date UE UE 8" 12" 11" 6" 8" No. Description 7" 12" 6" REVISIONS: 6" 6" 12" 13" 6" 133°-32'-58" PROPOSED UTILITY LEGEND PROPOSED STORM SEWER ST Utility Plan - South PROPOSED SANITARY SEWER 6" SA UTILITY NOTES: NOTES: SCALE: 1"=30' 1" W PROPOSED WATERLINE 1. FOR ALL SANITARY SEWERS, INSTALL SELECT FILL IN PAVED AREAS, EXTEND 5' MIN. BEYOND PAVEMENT LIMITS 1. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORMTOWNTOOF WEST SENECA SEWER SPECIFICATIONS AND DETAILS, AND ERIE COUNTY DEPARTMENT OF HEALTH RULES AND 2. BUILDINGS TO HAVE6"AHOUSE TRAP, VENT AND CLEANOUT INSTALLED AT ENTRANCE POINT. INVERT ELEVATION REGULATIONS. 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 PROPOSED CATCH BASIN CB ADDITIONAL CLEANOUTS @ 100' MAX. SPACING 6" LATERALS FOR OVER 90' IN LENGTH. 2. PRIOR STARTING ANY WORK ASSOCIATED WITH OR NEAR EXISTING SANITARY MANHOLES, THE CONTRACTOR SHALL MEET WITHTOWN THE OF WEST SENECA TO DISCUSS AND AGREE DRAWING NAME: 3. COORDINATE GAS & ELEC. METER BANK LOCATIONS ON BUILDINGS WITH M.E.P. PLANS & UTILITY CO.'S. TO THE WORK. PROPOSED YARD DRAIN YD 4. COORDINATE LOCATION OF CTV & TELEPHONE SERVICE TO BUILDINGS WITH M.E.P. PLANS AND UTILITY CO.'S. 3. FILL SHALL BE PLACED AND SATISFACTORILY COMPACTED PRIOR TO INSTALLATION OF Utility Plan - South UTILITIES, AND MUST BE APPROVED BY THE SUPERVISING PROJECT ENGINEER. PROPOSED MANHOLE MH 5. ANY EXISTING UTILITIES WHICH ARE TO BE ABANDONED AND FALL UNDER PAVEMENT OR BUILDINGS SHALL BE REMOVED VS. BEING ABANDONED UNLESS THOSE UTILITIES ARE FILLED WITH FLOWABLE FILL. 4. ALL OTHER REQUIRED PERMITS BY THE STATE OF NEW YORK, COUNTY OFTOWN ERIE AND PROPOSED HYDRANT ASSEMBLY OF WEST SENECA ARE THE RESPONSIBILITY OF THE CONTRACTOR/DEVELOPER. 6. EXISTING GAS SERVICES TO REMAIN UNLESS OTHERWISE NOTED. ANY PORTIONS TO BE RELOCATED SHALL BE COORDINATED WITH NATIONAL FUEL GAS. PROPOSED GATE VALVE GV Date: 5/22/26 7. ALL UNDERGROUND TELEPHONE SERVICES SHALL REMAIN AND BE PROTECTED DURING CONSTRUCTION. NOTE: FOR PROPOSED VALVE BOXES, CLEANOUTS, ETC., INSTALL A Drawn By: A. Pandolfe 3,000 PSI CONCRETE COLLAR AROUND THE ITEM AT GRADE. THE 8. A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES OF VERTICAL SEPARATION MUST BE MAINTAINED BETWEEN ALL COLLAR SHALL BE A MINIMUM OF 6" WIDER, ON ALL SIDES, THAN THE Scale: As Noted SANITARY SEWER AND WATER SERVICES. BOX, CLEANOUT, ETC. THE COLLAR SHALL BE A MINIMUM OF 6" THICK. DRAWING NO. 9. ERIE COUNTY WATER AUTHORITY (ECWA) IS TO BE NOTIFIED A MINIMUM OF 48-HOURS PRIOR TO STARTING THE CONNECTION TO THE NEW WATER SERVICE. 10. SELECT BACKFILL IS REQUIRED FOR ALL UTILITIES (GAS, WATER, STORM, SANITARY) THAT CROSS THROUGH PAVEMENT AREAS. NOTE: BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS, CARMINA WOOD DESIGN ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. 30 0 30 60Ft. C-402 Project No: 23-4121 30' Page 460 of 849