Text · page 339 of 1174
Read the whole document on one page (all 1174 pages, each with its own heading)
SA 599 RIM=598.87 RIM=598.89 NW INV=594.90 E INV=593.40 ADS BARRACUDA MAX S6 WQU N INV=593.46 24 NE INV=595.00 NOT FOR CONSTRUCTION ADS STORMTECH CHAMBER W G NW INV=593.50 RIM=599.00 SE INV=593.56 599 NEW 6" COMBINED SA E INV=590.20 SYSTEM SC-3500 WATER SERVICE NEW PRIVATE W INV=590.20 (120 CHAMBERS) FIRE HYDRANT G STONE INV=590.50 SA MATCH TO SHEET: C301 CHAMBER ELEVATION=591.25 W SA G 300 Pearl Street, Suite 130 FS 600 Buffalo, NY 14202 G 716-551-6281 W SA ±12' 4" PVC SDR-21 @ 2.00% C0 G SAN CO NEW 6" FIRE SERVICE 600 labellapc.com B SANITARY 0+00 FS TYP. (AFTER BACKFLOW G PREVENTOR) 598 W 599 598 599 BLDG INV= 599 DS NE INV=596.70 G C:\Users\EMerkley\Documents\KJW Stamp-jpeg.jpg W G G W G EXP: EXP: G W CERTIFICATE OF AUTHORIZATION NUMBER: G DS PROFESSIONAL ENGINEERING: 0021272 NEW BACKFLOW PREVENTOR LAND SURVEYING: 0021271 598 G (IN MECHANICAL ROOM) FOR GEOLOGICAL: 0021659 W COMBINED SERVICE. 597 DOMESTIC SERVICE WILL BE 597 NEW 2' WIDE G 598 METERED AFTER THE GRAVEL DIAPHRAGM It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 BACKFLOW. NEW BIORETENTION G Sec. 7307, for any person, unless acting under the direction of a licensed 600 W AREA #2 (± 370 SF) C0 architect, professional engineer, or land surveyor, to alter an item in any G UD way. If an item bearing the seal of an architect, engineer, or land surveyor ST-5.2 G is altered; the altering architect, engineer, or land surveyor shall affix to 24"X24" CB 599 UD W the item their seal and notation "altered by" followed by their signature and RIM=597.00 5 98 UD G 597 UD date of such alteration, and a specific description of the alteration. W INV=592.58 96.50 UD W E INV=592.58 559 6 UD G UD UD UD G © 2024 2026 LaBella Associates UD00 UD UD 0+ UD W 60 C ORM 5 9 6 .50 W 0 C ST 596 7 G ST 59 NEW 6" COMBINED 598 G ST W WATER SERVICE G ST W W W W W W W W W W W HOME LEASING T W G ST .49% 600 ST PP @0 G 75 S CLINTON AVE SUITE 700, SIC F 12" W ST-5.0 ST ± 134L G ROCHESTER, NEW YORK 14604 4' DIA. MH ST 00 G RIM=598.95 OR M 1+ NW INV=591.20 ST C ST W 598 G E INV=591.92 ST S INV=591.30 G W 59 597 T D ST 9 G 596 ST ±3 ST ST ST 0LF ST W G 6 C STORM 2+00 59 7 ST ST ST " SICPP @ 1.01 % 59 8 12" ST ST RIPRAP OUTLET ST ST ± 217LF 12 G 59 SIC 598 ST ST-5.1 ST 598 NEW 6" COMBINED W CONTROL (TYP.) C STORM 3+00 PP ST G ST NEW 2' WIDE 24"X24" CB WATER SERVICE ST @0 GRAVEL DIAPHRAGM 596 RIM=596.00 C STORM 3+70 G PROPOSED SWALE .93% N INV=591.58 W END SECTION 595 460 LF @ 1.0% UD UD UD C NW INV=591.58 G INV= 589.00 C0 UD UD UD UD UD BOTTOM WIDTH 1' MIN. UD 0.00% ± 66LF 6" PCPP @ UD UD UD G T UD W UD UD ± UD 27L UD F1 G 595 ST ES-5 2" ST SIC W SE INV=585.58 PP G NEW BIORETENTION @ 0.9 5% G C AREA #3 (± 700 SF) G 9 59 W ST-5.3 G 595.50 24"X24" CB 596 RIM=598.85 WEST SENECA APARTMENTS T NW INV=585.84 598 G 2544 CLINTON ST, 598 597 596 W 595 595 596 597 WEST SENECA, NY 14224 598 RIPRAP OUTLET G CONTROL (TYP.) ST ST ST ST ST ST ST ST ST ST ST C ST ST ST ST ST ST ST ST ST ST ST ST D ST ST ± 169LF 15" SICPP @ 1.48% ± 179LF 15" SICPP @ 0.98% D STORM 0+00 D STORM 3+00 D STORM 2+00 D STORM 1+00 D STORM 3+68 END SECTION W G 2 ST-6.0 ST-6.1 T INV= 587.50 4' DIA. MH 2 30"X30" CB RIM=598.30 RIM=594.35 598 G NW INV=590.00 NW INV=591.85 SE INV=590.10 W G 2 7/27/2026 PLANNING BOARD COMMENTS 1 06/23/2026 PLANNING BOARD COMMENTS G T NO: DATE: DESCRIPTION: W Revisions G B:\GLOBAL\Projects\Home Leasing Services\2241067 - Affordable Housing West Seneca\06_Drawings\Civil\C300 UTILITY PLAN.dwg PROJECT NUMBER: 2241067 G W DRAWN BY: EMM / JBB REVIEWED BY: SRV / DPB ISSUED FOR: CONNECT TO EXISTING 6" SITE PLAN APPROVAL WATERMAIN WITH TS&V DATE: 4/20/2026 DRAWING NAME: UTILITY PLAN DRAWING NUMBER: UTILITY PLAN NOTES: 7/27/2026 8:56:39 AM 1. A MINIMUM OF 10 FEET OF HORIZONTAL AND 18" OF VERTICAL SEPARATION N MUST BE MAINTAINED BETWEEN ALL SANITARY AND WATER SERVICES 1 UTILITY PLAN 0' 20' 40' 60' 2. THE ERIE COUNTY WATER AUTHORITY IS TO BE NOTIFIED A MINIMUM OF C302 48-HOURS PRIOR TO STARTING THE CONNECTION TO THE NEW WATER SERVICE C302 SCALE: 1" = 20' 3. SELECT BACKFILL IS REQUIRED FOR ALL UTILITIES (GAS, WATER, STORM, SANITARY) THAT CROSS THROUGH ANY PAVEMENT AREA Page 339 of 1174