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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 2" RIM:680.53 UE 8 '-3 N. INV:671.23 (18") EX 5' N .ST CB °-5 G 5.2 32' E OE 0 S. INV:671.23 (18") .N . 10 RIM:685.39 0W. 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 AI 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. 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 B IT. RIM:685.89 NW. INV:676.14 (12") UE C SE. INV:676.22 (12") UE HA 1.0 PP . G OE SW SA 'E T UE EX. REBAR R BU PRO ING F.E. ILD F. PO W/A = 68 4.11' N. Utica 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 RAG LO O W NIT ES 113°-18'-53" O SA S PR RK UE UE Buffalo AP T BUILDING W/ATTACHED GARAGES G E EX. PIN PROPOSED 1-STORY 4-UNIT O W RO F.F.E. = 681.15 IT S UE PP 8' E.SA GSW UN AGE Y-4 GAR 0. R UE TO ED 1-S CH 0 BUILDING W/ATTACHED GARAGES ED TA .8 OS W/AT = 684 AD PROPOSED 1-STORY 4-UNIT O P PR ING .F.E. EX 9' N ILD F OE UE 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 6' UE 4'- SA W PARKING OE MS Multifamily Development 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 1' UE L-11442, P-836 9.7 © CARMINA WOOD DESIGN 29 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 24" M Date S. 89 8" UE S. 113°-43'-57" 'M 18" 00 3. 11 UE COM 5" T ND RA .B UE NE EX. REBAR No. Description LI S. N. M EXCEPTION .& 'D 12" REVISIONS: 8" 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" 12.33' W. 0 (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 BE STORMWATER RUNOFF SUMMARY PROPOSED STORM SEWER ST Overall Drainage Plan TO DETENTION: EVENT PROP. RUNOFF (CFS) ELEVATION (FEET) STORAGE (CF) PROPOSED SANITARY SEWER 6" SA SCALE: 1"=50' 1-YEAR 1.94 671.04 5,335 PROPOSED WATERLINE 1" W 10-YEAR 2.82 672.95 15,013 25-YEAR 3.10 673.70 21,268 100-YEAR 3.45 674.73 34,966 PROPOSED CATCH BASIN CB DIRECT: EVENT PROP. RUNOFF (CFS) PROPOSED YARD DRAIN YD DRAWING NAME: 1-YEAR 0.38 10-YEAR 1.12 25-YEAR 1.57 PROPOSED MANHOLE MH Overall Drainage 100-YEAR 2.52 PROPOSED HYDRANT ASSEMBLY Plan TOTAL SITE: EVENT EX. RUNOFF (CFS) PROP. RUNOFF (CFS) 1-YEAR 2.63 2.32 PROPOSED GATE VALVE GV 10-YEAR 8.17 3.94 25-YEAR 11.66 4.67 NOTE: FOR PROPOSED VALVE BOXES, CLEANOUTS, ETC., INSTALL A Date: 5/22/26 100-YEAR 18.97 5.97 3,000 PSI CONCRETE COLLAR AROUND THE ITEM AT GRADE. THE Drawn By: A. Pandolfe COLLAR SHALL BE A MINIMUM OF 6" WIDER, ON ALL SIDES, THAN THE BOX, CLEANOUT, ETC. THE COLLAR SHALL BE A MINIMUM OF 6" THICK. Scale: As Noted DRAWING NO. NOTE: BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS, CARMINA WOOD DESIGN ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. 50 0 50 100Ft. C-300 50' Project No: 23-4121 Page 454 of 849