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NOT FOR CONSTRUCTION ST ± 75LF 12" SICPP @ 1.33% 599 2 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=599.00 INV= 593.50 CLEANOUT 600 NE INV=594.51 SE INV=594.51 599 598 NW INV=594.51 W INV=594.51 600 ST C0 UD UD UD UD UD UD UD UD UD UD UD C NEW 2' WIDE .00% ST ± 63LF 6" PCPP @ 0.00% NEW 2' WIDE E STORM 0+00 HDP E@1 ST GRAVEL DIAPHRAGM 600.14 GRAVEL DIAPHRAGM LF 6" ± 57 ST C:\Users\EMerkley\Documents\KJW Stamp-jpeg.jpg ST-4.1 ST ST NEW BIORETENTION ± 75LF 12" SICPP @ 1.33% 599 24"X24" CB C AREA #1 (± 375 SF) RIM=599.00 600 E INV=595.08 UD 600 SW INV=595.08 600 ST UD 2 599 UD ± 65LF 6" PCPP @ 0.00% UD ST EXP: EXP: UD NEW BIORETENTION N UD AREA #1A (± 160 SF) A STORM 0+00 CERTIFICATE OF AUTHORIZATION NUMBER: INSET 60 UD 2 0 PROFESSIONAL ENGINEERING: 0021272 LAND SURVEYING: 0021271 UD C301 SCALE: 1"=20' GEOLOGICAL: 0021659 UD C NEW PRIVATE FIRE HYDRANT UD It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 FS UD ± 44LF 18" SICPP @ 0.89% 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 UD C0 RIM=599.62 way. If an item bearing the seal of an architect, engineer, or land surveyor 2 SW INV=597.32 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 ST FS date of such alteration, and a specific description of the alteration. © 2024 2026 LaBella Associates ST ST ± 66LF 8" HDPE @ 0.25% FS ± C 0 26LF 10" SICPP @ 1.00% 600 CLEANOUT ST SE INV=597.26 NEW 6" FIRE SERVICE 600 ST UD G 600 NEW PLAYGROUND UD (AFTER BACKFLOW ST UD UD PREVENTOR) HOME LEASING FS DRAIN @ 15 O.C. PROPOSED G 75 S CLINTON AVE SUITE 700, ST UD ROCHESTER, NEW YORK 14604 ST PLAYGROUND UD G UD UD FS UD ± 82LF 18" SICPP @ 0.89% UD UD ST UD G UD ST UD UD UD UD UD A STORM 1+00 UD 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 C± 0 26LF 8" SICPP @ 3.38% ST SE INV=596.51 597 BUILDING G W 598 ST ± 25,000 SF FOOTPRINT ± 27LF 18" SICPP @ 0.89% 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 ± 48LF 10" SICPP @ 1.00% C0 C0 24"X24" CB 600 C0 ± 93LF 10" SICPP @ 1.34% C0 C0 C0 ST ST ST ST ST ST ST ST ST ST SA ST ST ST ST ST ST ST ST RIM=599.74 ST ST ± 50LF 10" SICPP @ 1.51% ± 91LF 10" SICPP @ 1.04% ST 1 SW INV=595.86 W 60 G SA 600 CONNECT INTO CLEANOUT NE INV=595.96 ST B SA SA C0 EXISTING NW INV=594.85 ±22' 6" PVC SDR-21 @ 2.00% NITA ST SANITARY MAIN SA SAN CO G SAN CO ST A SANIT ±25' 6" PVC SDR-21 @ 1.00% RY 1 ARY 3+ SA TYP. 68 ±45' 6S"A TYP. C0 W ± 64LF 10" SICPP @ 1.25% C0 PVC SDSA SA ±12' 6" PVC SDR-21 @ 12.59% ST +56 600 A STORM 2+00 R-21 @SA SA ± 70LF 10" SICPP @ 1.00% G 2 .88% SA S SA SA SA SA SA SA SA SA SA SA SA SA SA C0 ±36' 6" PVC SDR-21 @ 1.00% SA 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 ±242' 6" PVC SDR-21 @ 1.00% SAN 2 7/27/2026 PLANNING BOARD COMMENTS CO ± 104LF 18" SICPP @ 0.82% 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 SA ST SE INV=592.72 Revisions G E INV=593.08 ST S INV=593.99 595 SA ST ST-2.0 B:\GLOBAL\Projects\Home Leasing Services\2241067 - Affordable Housing West Seneca\06_Drawings\Civil\C300 UTILITY PLAN.dwg 4' DIA. MH PROJECT NUMBER: G 596 W 2241067 ST RIM=599.29 SA ST 597 SE INV=593.10 ST-3.0 599 599 4' DIA. MH G W INV=593.20 DRAWN BY: ST ±123' 4" PVC SDR-21 @ 2.00% B SA 600 598 RIM=599.33 EMM / JBB SA NITA NW INV=593.00 REVIEWED BY: W B STORM 1+00 ST ± 5LF 18" SICPP @ 2.02% S INV=593.10 SRV / DPB G RY 1 B STORM 1+06 599 599 SA D D NE INV=593.20 ± 5LF 12" SICPP @ 2.01% 599 +00 M 4+00 ± ISSUED FOR: ± 51LF 12" SICPP @ 2.48% ST-1.1 A STOR 36 SITE PLAN APPROVAL G ST SA LF ST 59 4' DIA. MH 18 9 ST ± 31LF 18" SICPP @ 0.65% " SIC W ST-2.2 RIM=599.04 PP DATE: SA 24"X24" CB NW INV=590.30 @ ST G ST 599 4/20/2026 RIM=598.62 B STORM 0+00 SE INV=590.40 1.0 RIPRAP OUTLET 0 SE INV=594.77 SAN CO M 5+00 % A STOR ST ST ST SA C C CONTROL (TYP.) TYP. C ST ST ST ST ST ST C DRAWING NAME: G ST ST ST ST ST ST ST ST ST C0 D D ± 86LF 18" SICPP @ 1.56% A STORM 3+00 W A STORM 6+89 A STORM 6+00 ± 5LF 12" SICPP @ 2.01% ST-3.2 SA ± 122LF 12" SICPP @ 0.37% ST-2.1 ST-3.1 24"X24" CB END SECTION ± 9LF 12" SICPP @ 1.15% G 24"X24" CB 24"X24" CB RIM=598.47 INV= 589.75 ST-1.0 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 NE INV=595.00 ADS STORMTECH CHAMBER W G NW INV=593.50 RIM=599.00 SE INV=593.56 599 NEW 6" COMBINED UTILITY PLAN 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: C302 CHAMBER ELEVATION=591.25 W SA G FS 600 G DRAWING NUMBER: W SA ±12' 4" PVC SDR-21 @ 2.00% C0 G 600 UTILITY PLAN NOTES: 7/27/2026 8:57:03 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 C301 48-HOURS PRIOR TO STARTING THE CONNECTION TO THE NEW WATER SERVICE C301 SCALE: 1" = 20' 3. SELECT BACKFILL IS REQUIRED FOR ALL UTILITIES (GAS, WATER, STORM, SANITARY) THAT CROSS THROUGH ANY PAVEMENT AREA Page 338 of 1174