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EXIST I. PIPE x ST x Engineering Design Planning 903 WV W Construction Management SSx 904 UP (716) 633-4844 GPINET.COM WATER ST x Greenman - Pedersen, Inc. CHE(PRIVATE 2 METER 90 4950 Genesee Street, Suite 100 90 RCVR 5 RIM 901.57 ST MH PIT W Buffalo, NY, 14225 RIM 903.63 WV W SSx 30"OAK WV VAL ROAD) W INV 897.53-12" ST x SSx S INV 898.45-12" WV S INV 899.12-12" N INV 899.15-12" RCVR E INV 897.48-18" G RIM 903.79 RO N 90 2 GLM W INV 897.53-18" PREPARED FOR RIM 901.54 E INV 899.19-12" CB WV W 902 SSx SPEED ST x PCW Enterprises, LLC AD LIMIT W SIGN S 4185 East Blood Road S WV CB S S SAN MH RIM 902.29 Cowlesville, NY 14037 90 D 903.62 90 4 W INV 894.07-8" ST x 5 14"SPRUCE STOP 2 E INV 893.97-8" SIGN 90 N INV 894.09-8" CB RCVR. AS ST x 2" G 22"OAK RIM 902.30 N INV 899.15 ST x 902 903 30"OAK 5 ST x RCVR. 90 MILE MARKER 903 RIM902.41 20A W INV 898.69-12" ST x 4"CHERRY 0 20' 40' STONE 5301 E INV 898.61-12" 1091 A LK DRIVEWAY 904 SIDEW SCALE IN FEET ST x CB 903 NC. 901 GLM CO 20" 10 " UP 20"x20"x12" S D.I. 2"CHERRY T. C 3 TEES ST x P. 90 D.I. 902 P. 5 ST x ASI 90 12" NG DR X BO M WV W AIL 4"CHERRY IVE AS 4 M SPEED 2" G 90 ST x LIMIT BFV WA W ST MH x WV SIGN W WV ST PEDESTRIAN W Y RIM 905.01 CROSSING 4"CHERRY WATER 2 S INV 898.94-12" W WV W 90 BFV METER PIT W INV 898.26-18" UP E INV 898.19-18" D 905.02 ST x 903 W 906 RCVR 20A 12"x12"x12" TEE 905 904 CB RCVR O UTE O AD RIM903.35 W INV 899.23-12" -5) 4"CHERRY AS R RES) (SP RIM 903.00 ST x NY SR E INV 899.23-12" CP 8" G 12"x8" KEH VARI SUMP 899.40 C REDUCERS 0" P WEST LINE OF THE VILLAGE OF EAST AURORA PLUGGED A T 2 UP QU (WID CB C/E Town of Aurora, NY 14052 EAST LINE OF THE TOWN OF AURORA 359 QUAKER ROAD MEDICAL OFFICES FAR NE ASPHALT 904 3 904 90 4 ST x 90 DRIVEWAY LA GLM C/E RIE S YD DRAIN 2" GA RIM 902.70 3 90 R ST x 359 Quaker Road ALK 4"MAPLE OX EW C/E MA IL B N C. SID M C O UP 904 AS ST x 8" G 3 RCVR 4"MAPLE 90 RIM 903.78 EXIST REBAR C/E PROPOSED 20' WIDE ONLINE, 1.7'W E INV 899.60 CB PRIVATE UTILITY EASEMENT 12" HDPE PL C/E YD DRAIN PL RIM 902.74 20" 8" D 4 72 4"MAPLE 32"MAPLE 90 PL ST. .I.P LF ALK 904 -0.5 DEW CAS . SI NC. 8" H CO ING 6"MAPLE PL % -5) UP SP UP ( 8 DP CP 3 904 PC 90 905 M ' D& HP 904.3± 20" .83 E 5 WATERLINE 149 PL W 9 @ -2. PAINT MARKS AS 04 PL 6"MAPLE 8" G % RCVR.93% 90 ASPHALT 1.0 5% W WV ASPHALT 0.40 -0903.65 4. PARKING RIM 5 LOT 0% PARKING@ LOT UP GLM .5 3.5 D PE INV 900.48 902 90 H 903 GV G EXIST REBAR 8" .0% 903 F ONLINE, 0.1'E 2 -0 'D L - 904 39 %HP 90 .2 200 % -2.6%SD 0.7 2 4.2± 'M -0. N:\2025\WNY-2500056.00 359 QUAKER ROAD SITE PLAN\Design\Engineering\Drainage\WNY-2500056.00_Hydrology.dwg Thursday, 18 December 2025 4:15PM % -RCVR .40 P1L98.45 0 90 PL 9% E @ RIM 904.11 5 -1.0 H DP INV 900.32 WARNING: ALTERATIONS TO THIS 6 8" % 4" INV 903.47 DOCUMENT NOT CONFORMING TO -1.0 LF -1.0 SECTION 7209, SUBDIVISION 2, % 59 BAC K VC STATE EDUCATION LAW, ARE PROHIBITED DS ET . 3 %"P 1 % - 4 YAR -1.0 T FR ON B RCVR 1 50' REVISIONS 32 @ 0 B % RIM 903.51 7 LF .40% .5± DATE INV 900.56 04 % VC -1.6 .5 L. 9 4" INV 903.17 4" P PL B 8" PL904 902 % F. E -1.1 -0.2 F. 90 903 HD .5 903 5 B 40' % PE SID HP 904.1± 904 E 40' YAR 8" HDPE SID INV 900.68 -2.0 D E SET 903 % -0.8 YAR 904 % PL BAC AREA TO QUAKER ROAD DS PL 359 QUAKER ROAD K 0.51± ACRES REVISION 900 ETB 904 903 90 OF B (NOW OR FORMERLY) 5% 2 ASPHALT -2. ACK E PARKING LIN RLY JR. PBI HOLDINGS OF WNY LLC % THE A. D 93 -0.5 B LOT YE NOR RGE P.-3 902 PRO L.-11283, P.-427 CK PE E TBA D T AREA=0.69± ACRE E "H AS , NO. S GE 7192 8 POS RD YA LF 0% AR 22 @ 0.4 RCVR 4 O RE L.- 60' ED S PL RIM 903.24 October 2025 .5% PL 90 901 INV-0 901.13 % WAL 902 DRAWN/DESIGN BY CHECKED BY 3 .5 -1.0 RCVR 5 JS JB .5 % .0% E 0 UP 200 .33' D 1 3 D 0.4 RIM 903.54 - 902 .09' @ .3% 204 904 DPE INV-0901.04 .5 "H 903 AR EB 4'E .5 903 LF 8 3 T R E, 0. M I S EX LIN .42' PL 9 PL ON 2.5 8 902 203 .5 90 903 903 Post Development 903 902 AREA TO OFFSITE 0.19± ACRES PL Drainage Areas 8" HDPE 90 0' D 3 15 INV 900.68 REVIEW SET NOT ISSUED FOR .0 0' M PL 150 CONSTRUCTION PL SCALE: 1" = 20' PL WNY-2500056.00 SET REBAR 902 01 of 01 901