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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. UE 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 G UE EX. PIN CB W RIM:683.34 APPROX. LOCATION G N. INV:672.94 (18") ST UE S. INV:673.10 (18") Utica OE SA CB W " RIM:680.53 G ' - 32 UE 8 N. INV:671.23 (18") EX 5A' N . -5 CB OE ° ST W 5.2 S 2' E OE Buffalo 0 S. INV:671.23 (18") .N . 10 RIM:685.39 0.3G AI N. INV:677.49 (18") L UE 87°-09'-45" S. INV:677.49 (16") E. INV:676.99 (4") W STG OR UE SA O T MH OE T .L RIM:685.89 BI W NW. INV:676.14 (12") C G UE HEATED ENCLOSURE SE. INV:676.22 (12") 6" TAPPING SLEEVE HA FOR 6" RPZ & METER SA & VALVE (BY ECWA) 1.0 63 LF 8" SDR-35 W PP . OE 6"-45° BENDS PVC PRIVATE SAN G 'E UE SEWER @ 0.4% ST Multifamily Development EX. REBAR 8"x6" WYE RD BU PRO ING .F.E. ILD F SAN MH 1 INV 676.66 WATERTIGHT CONNECTION PO W/A = 68 4.11' N. W SED TT 1.6 OE RIM 684.10 TO EX. MH, INV 676.30 SA G UE 1-S ACH 0 6" AWWA C-900 PVC WATER INV 676.55 TO ED MAIN (MIN. 5' COVER) RY GA PA 5-U RAG W NIT ES 113°-18'-53" OE UE G 285 LF 3" SDR-21 PVC PRIVATE FORCE MAIN (MIN. 4' COVER) SA RK 27 LF 6" SDR-35 PVC INV 679.80 SWT SANITARY SEWER OE REDUCE TO 2" UE 18" MIN. VERTICAL LATERAL @ 1.0% MIN. G DOMESTIC SERVICE BUILDING W/ATTACHED GARAGES INSIDE BUILDING EX. PIN SEPARATION (TYP.) INSTALL C.O., TRAP AND PROPOSED 1-STORY 4-UNIT VENT IN GREENSPACE RO SA GS 1425 & 1475 Orchard Park Rd F.F.E. = 681.15 6"x6"x4" TEE IT ES OE PP ' E. INV 675.60 W 6" STM INV 680.54 UN RAG UE 4 0.8 4" GATE VALE - 3" SAN INV 679.29 RY GA TO HED T 4" AWWA C-900 - S 1 AC 80 BUILDING W/ATTACHED GARAGES INSTALL C.O., TRAP AND PVC DOMESTIC SED /ATT 684. AD O PROPOSED 1-STORY 4-UNIT VENT IN GREENSPACE WATER SERVICE OP W = PR ING .F.E. OE W EX 9' N UE (MIN. 5' COVER) ILD F SA 5.8 /L W G BU G F.F.E. = 680.40 93 LF 6" SDR-35 PVC SANITARY .R . ±OST E REDUCE TO 2" SEWER LATERAL @ 1.0% MIN. © CARMINA WOOD DESIGN EB DOMESTIC SERVICE STOP 6"x6"x4" TEE REDUCE TO 2" (6 DOMESTIC SERVICE West Seneca, NY AR O INSIDE BUILDING 4" AWWA C-900 UE 6" STM INV 677.14 INSIDE BUILDING INV 674.15 6" SAN INV 675.20 PVC DOMESTIC 6.0 WATER SERVICE SA 6"x4" REDUCER INSTALL C.O., TRAP AND (MIN. 5' COVER) HYDRANT 12" STM INV 676.95 4" GATE VALE VENT IN GREENSPACE 4" GATE VALE UE 6" AWWA C-900 PVC WATER ASSEMBLY 6" SAN INV 675.04 ST REDUCE TO 2" 6"-45° BENDS MAIN 47 LF 6" SDR-35 PVC(MIN. 5' COVER) SANITARY W DOMESTIC SERVICE 4"-45° BENDS ') OE SEWER LATERAL @ 2.4% MIN. 6"-22.5° OE INSIDE BUILDING 6"x6"x6" TEE & (2) PP G 4" AWWA C-900 PVC DOMESTIC BEND 8" STM INV 680.18 OE OE PP SERVICE (MIN. 5' COVER) 6" GATE VALVES OE INV 673.15 12" STM INV 674.98 3" SAN INV 678.47 OE 1.0' E. SA UE 4"-45° BENDS OE 6" SAN INV 673.86 OE OE EX. IP. 11 INSTALL C.O., TRAP AND 18" MIN. VERTICAL OE WT OE S OE SEPARATION (TYP.) 5° VENT IN GREENSPACE 4" GATE VALE PP 7.27' NW. OE -0 G 4'- SA PARKING SAN MH 2 47 6"x6"x4" TEE 6"-22.5° STOP 8"x6" WYE PUMP STATION LOT " W OE OE Date 202 LF 8" SDR-35 BEND INV 670.86 RIM 682.40 15 LF 6" SDR-35 PVC SANITARY G C.O. INV 678.40 NE ST SEWER LATERAL @ 1.0% MIN. C.O. SAN MH 5 PVC PRIVATE SAN RIM 678.00 SEWER @ 0.4%12" INV 673.20 SW A W 4" AWWA C-900 PVC DOMESTIC INV 670.68 W RE OE 71 LF 6" SDR-35 PVC SANITARY INV 673.00 N A OE W SERVICE (MIN. 5' COVER) SEWER LATERAL @ 1.0% MIN. INV 671.59 W 6" AWWA C-900 PVC DOMESTIC . WATER (MIN. 5' COVER) BIT SA INV 671.49 E 12" 170°-37'-13" 71 LF 6" SDR-35 PVC SANITARY OE HYD ST G E SEWER LATERAL @ 1.0% MIN. APPROX. LOCATION CONTRACTOR TO VERIFY LIMITS OF O W OF CEMETERY CEMETERY AND NOTIFY DESIGN 12" STM INV 674.00 ENGINEER OF ANY POTENTIAL CONFLICTS HEAD STONES NOT No. Description 8" SAN INV 672.50 SA 673 LOCATED 127°-49'-44" G OE REVISIONS: W 673 ST 14" 6"-22.5° 28" BEND 14" EX. IP. 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 SEWER @ 0.4% Utility Plan - North SCALE: 1"=30' PROPOSED UTILITY LEGEND PROPOSED STORM SEWER ST PROPOSED SANITARY SEWER 6" SA UTILITY NOTES: NOTES: 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. PROPOSED CATCH BASIN CB 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. 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 PROPOSED YARD DRAIN YD DRAWING NAME: 3. COORDINATE GAS & ELEC. METER BANK LOCATIONS ON BUILDINGS WITH M.E.P. PLANS & UTILITY CO.'S. TO THE WORK. 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 PROPOSED MANHOLE MH Utility Plan - North UTILITIES, AND MUST BE APPROVED BY THE SUPERVISING PROJECT ENGINEER. 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 7. ALL UNDERGROUND TELEPHONE SERVICES SHALL REMAIN AND BE PROTECTED DURING CONSTRUCTION. NOTE: FOR PROPOSED VALVE BOXES, CLEANOUTS, ETC., INSTALL A Date: 5/22/26 3,000 PSI CONCRETE COLLAR AROUND THE ITEM AT GRADE. THE Drawn By: A. Pandolfe 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-401 Project No: 23-4121 30' Page 459 of 849