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EX. PIN CB UE RIM:683.34 G APPROX. LOCATION W N. INV:672.94 (18") ST S. INV:673.10 (18") SA CB OE " RIM:680.53 32 UE 8'- N. INV:671.23 (18") EX 5' N .ST -5 CB G ° 5.2 32' E OE 00 S. INV:671.23 (18") .N . RIM:685.39 0W. 1 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. AI N. INV:677.49 (18") L 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 87°-09'-45" S. INV:677.49 (16") Greensboro E. INV:676.99 (4") UE SA G UE OR T MH LO W T. RIM:685.89 BI NW. INV:676.14 (12") UE CH SE. INV:676.22 (12") UE 1 .0 PP . G OE AR SW SA 'E T UE EX. REBAR BU PRO ING F.E. ILD F. PO W/A = 68 Utica 4.11' N. SED TT 1.6 D N UE O 1-S ACH 0 TI TO ED X. UE CA RY GA G E PA 5 -U R A G LO O W NIT ES 113°-18'-53" O SA S PR RK Buffalo UE UE AP T OE BUILDING W/ATTACHED GARAGES G EX. PIN PROPOSED 1-STORY 4-UNIT W RO F.F.E. = 681.15 IT S UE PP 8' E.SA GSW UN GE -4 RA 0. RY D GA UE O T E 1-S ACH 80 BUILDING W/ATTACHED GARAGES SED TT 4. A PO W/A . = 68 PROPOSED 1-STORY 4-UNIT O PR ING .F.E EX 9' N ILD F OE UE D 5.8 /L BU F.F.E. = 680.40 .R . T ±O EB STOP (6 AR UE UE 6. 0 SA SOE ') OE UE UE PP G T OE PP OE 1.0' E. OE W OE EX. IP. 14 11 OE 3.8 5 PP 7.27' NW. °-0 NW. COR. LOT 417 UE 6' 4'- SA W PARKING OE Multifamily Development MS 47 STOP LOT OE . S. LINE LOT 369 " G W ST 12" UE EX. IP. A RE OE . A N. INV: 660.98 (18" HDPE) BIT 675 12" 170°-37'-13" OE 89°-57'-36" 674 673 672 APPROX. LOCATION HYD 671 CONTRACTOR TO VERIFY LIMITS OF WG 670 OF CEMETERY CEMETERY AND NOTIFY DESIGN SA S UE ENGINEER OF ANY POTENTIAL CONFLICTS HEAD STONES NOT LOCATED T OE 673 127°-49'-44" 673 14" 28" 14" UE EX. IP. W. INV: 682.97 (12" HDPE) ST 23" UE 1425 & 1475 Orchard Park Rd COM 12" PARKING S. INV: 662.31 (18" HDPE) LOT UE EX. IP. . O/L STOP PART OF MS 146°-28'-21" .& 'D W. LINE LOT 417 UE 1 © CARMINA WOOD DESIGN L-11442, P-836 29 9.7 West Seneca, NY UE 38" UE BUILDING W/ATTACHED GARAGES EXCEPTION COM 30" PROPOSED 1-STORY 6 UNIT BUILDING W/ATTACHED GARAGES 149°-26'-50" L-3327 PROPOSED 1-STORY 6 UNIT 11" F.F.E. = 682.80 F.F.E. = 682.80 10 24" EX. IP. P-87 PARKING 3. 2.04' NW. UE LOT 00 'D .& M S. SCRUB SHRUB WETLANDS (PSS) 36" 33 UE (APPROXIMATE LOCATION) 153°-18'-56" 8. " 14" 0' 10 D 6'- .& °-4 Date 24" M S. 89 8" UE S. 113°-43'-57" 'M 18" 00 3. 11 UE COM 5" T ND RA .B UE E IN EX. REBAR No. Description L S. N. M EXCEPTION .& REVISIONS: 'D 8" 12" 11" O/L L-3036 70 2. 12" 6" 8" 12" 26 7" P-217 20" 6" & 89' S. 6" 12" D. 72. M 6" 13" 6" 0') EX. IP. 133°-32'-58" 0. 12.33' W. (7 COM EX. IP. 3.20' S. 275.56' D. & MS. AD 87°-23'-54" RO 20" N. INV: 669.78 (18" HDPE) RG PROPOSED UTILITY LEGEND Overall Utility Plan BE PROPOSED STORM SEWER ST SCALE: 1"=50' 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 Overall Utility Plan 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. 50 0 50 100Ft. C-400 50' Project No: 23-4121 Page 458 of 849