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NOT FOR CONSTRUCTION ST 599 ST MATCH TO INSET E STORM 0+95 300 Pearl Street, Suite 130 598 ST Buffalo, NY 14202 RIPRAP OUTLET 716-551-6281 CONTROL (TYP.) ST-4.0 599 24"X24" CB labellapc.com ST END SECTION 600 RIM=598.00 INV= 593.50 600 599 598 600 ST C0 UD UD ST UD UD ST UD UD UD ST UD UD ST UD UD C NEW 2' WIDE E STORM 0+00 GRAVEL DIAPHRAGM 600.14 C:\Users\EMerkley\Documents\KJW Stamp-jpeg.jpg ST NEW BIORETENTION ± 75LF 12" SICPP @ 1.43% 599 AREA #1 (± 375 SF) 600 ST ST EXP: EXP: N A STORM 0+00 CERTIFICATE OF AUTHORIZATION NUMBER: 2 INSET 60 0 PROFESSIONAL ENGINEERING: 0021272 LAND SURVEYING: 0021271 C305 SCALE: 1"=20' GEOLOGICAL: 0021659 C NEW PRIVATE FIRE HYDRANT It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 FS Sec. 7307, for any person, unless acting under the direction of a licensed ST ST-3.4 24"X24" CB architect, professional engineer, or land surveyor, to alter an item in any PROFILE LEGEND RIM=599.62 way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and ST A STORM FS date of such alteration, and a specific description of the alteration. B STORM © 2026 2024 LaBella Associates ST C STORM FS 600 C0 CLEANOUT ST D STORM SE INV=597.26 NEW 6" FIRE SERVICE 600 G 600 (AFTER BACKFLOW ST E STORM PREVENTOR) HOME LEASING FS PROPOSED G 75 S CLINTON AVE SUITE 700, A SANITARY ROCHESTER, NEW YORK 14604 ST PLAYGROUND G B SANITARY FS G ST A STORM 1+00 G FS ST G FS ST G NEW BACKFLOW PREVENTOR (IN FS MECHANICAL ROOM) FOR COMBINED W W G SERVICE. DOMESTIC SERVICE WILL BE PROPOSED 595 ST METERED AFTER THE BACKFLOW. W G 3-STORY 596 CLEANOUT C0 ST SE INV=596.51 597 BUILDING G W 598 ST ± 25,000 SF FOOTPRINT G CLEANOUT CLEANOUT BLDG INV= BLDG INV= CLEANOUT CLEANOUT FFE=600.75' WEST SENECA APARTMENTS A SANITARY 0+00 NW INV=593.50 SW INV=593.90 SW INV=595.75 SW INV=595.08 SW INV=592.75 SE INV=594.38 G NW INV=593.90 W NW INV=592.75 99 CLEANOUT SE INV=592.75 SE INV=593.90 C 2544 CLINTON ST, SE5 INV=594.00 ST-3.3 WEST SENECA, NY 14224 G C0 C0 24"X24" CB 600 C0 C0 C0 ST ST C0 ST ST ST ST ST ST ST ST SA ST ST ST ST ST ST ST ST ST ST RIM=599.74 ST 1 W 60 G SA 600 CONNECT INTO CLEANOUT ST B SA SA C0 EXISTING NW INV=594.85 NITA ST SANITARY MAIN SA SAN CO G SAN CO ST A SANIT RY 1 ARY 3+ SA TYP. 6 8 SA TYP. C0 W C0 SA SA ST +56 600 A STORM 2+00 SA SA G SA S SA SA SA SA SA SA SA SA SA SA SA SA SA SA C0 SA SA SA SA SA SA SA SA SA SA SA ST SA SA SA SA SA SA SA SA A SANITARY 3+00 A SANITARY 2+00 SAN CO CLEANOUT ST INV=594.41 A SANITARY 1+00 SAN 1.0 4' DIA. SA RIM=593.62 TYP. SAN CO 1 06/23/2026 PLANNING BOARD COMMENTS G ST RIM=594.70 C0 WYE THRU NW INV=593.08 TYP. W NO: DATE: DESCRIPTION: NW INV=587.00 SE INV=593.08 \\cash.lab\P\GLOBAL\Projects\Home Leasing Services\2241067 - Affordable Housing West Seneca\06_Drawings\Civil\C300 UTILITY PLAN.dwg SA ST SE INV=592.72 Revisions G E INV=593.08 ST S INV=593.99 595 SA ST ST-2.0 4' DIA. MH PROJECT NUMBER: G 596 W 2241067 ST RIM=599.29 SA ST 597 ST-3.0 599 599 4' DIA. MH G DRAWN BY: ST B SA 600 598 RIM=599.33 EMM / JBB SA NITA REVIEWED BY: W B STORM 1+00 ST SRV / DPB G RY 1 B STORM 1+06 599 599 SA D D 599 + M 4+00 ISSUED FOR: A STOR 00 ST-1.1 SITE PLAN APPROVAL G ST SA ST 59 4' DIA. MH 9 ST W ST-2.2 RIM=599.04 DATE: SA 24"X24" CB ST G ST 599 4/20/2026 RIM=598.62 B STORM 0+00 RIPRAP OUTLET SAN CO +00 ST ST ST TORM 5 SA C C CONTROL (TYP.) TYP. AS C ST ST ST ST ST ST C DRAWING NAME: G ST ST ST ST ST ST ST ST ST C0 D D A STORM 3+00 W A STORM 6+89 A STORM 6+00 ST-3.2 SA ST-2.1 ST-3.1 24"X24" CB END SECTION G 24"X24" CB 24"X24" CB RIM=598.47 INV= 589.75 ST-1.0 SA 599 RIM=598.87 RIM=598.89 ADS BARRACUDA MAX S6 WQU ADS STORMTECH CHAMBER W G RIM=599.00 599 NEW 6" COMBINED SA NEW PRIVATE SYSTEM SC-3500 (120 CHAMBERS) WATER SERVICE UTILITY PROFILE LEGEND FIRE HYDRANT G SA MATCH TO SHEET: C302 W SA G FS 600 G DRAWING NUMBER: W SA C0 G 600 UTILITY PLAN NOTES: 6/23/2026 3:35:31 PM 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 PROFILE LEGEND 0' 20' 40' 60' 2. THE ERIE COUNTY WATER AUTHORITY IS TO BE NOTIFIED A MINIMUM OF C305 48-HOURS PRIOR TO STARTING THE CONNECTION TO THE NEW WATER SERVICE C305 SCALE: 1" = 20' 3. SELECT BACKFILL IS REQUIRED FOR ALL UTILITIES (GAS, WATER, STORM, SANITARY) THAT CROSS THROUGH ANY PAVEMENT AREA Page 705 of 1493