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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 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. UE 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 Greensboro G UE EX. PIN CB W RIM:683.34 APPROX. LOCATION G N. INV:672.94 (18") ST UE S. INV:673.10 (18") Utica OE SA CB W 2" RIM:680.53 G -' 3 UE 8 N. INV:671.23 (18") EX 5A' N . -5 CB OE ° ST W 5.2 S32' E OE Buffalo 0 S. INV:671.23 (18") .N . 10 RIM:685.39 0. G AI 678 N. INV:677.49 (18") L 677 UE 676 679 0 YD 4 87°-09'-45" 683.55 S. INV:677.49 (16") UE 68 RIM 680.20 683.0± 681 MATCH EX. E. INV:676.99 (4") W STG OR UE 679.95 UE SA 679.20 681.10 OT 683.7± MH OE L PATIO IT. MATCH EX. RIM:685.89 W CB 6 B % 681.60 683.60 2.3 NW. INV:676.14 (12") CH G RIM 679.00 681 UE 679.75 % 684.00 681.10 1.5 SE. INV:676.22 (12") 1.2% 683.45 684.5± SA % MATCH EX. 679.70 1.3% 3.9 1.0 W 683 PP .684 OE 679.95 679.20 AR 680.90 G 'E .3% 684.50 UE 3 684.25 CB 1 ST RIM 683.25 Multifamily Development EX. REBAR BU PRO ING F.E. 680 1.2% 684 ILD F. 2 PO W/A = 68 4.11' N. 671 67 684.10 W 4 SED TT 1.6 OE 673 67 D 681.10 SA 6 683.45 G 675 67 UE % 1-S ACH 0 8 3.0 682 677 67 683.45 TO ED 679 680.65 679.90 RY GA PATIO F.F.E. = 683.70 % PA 1.3 5-U RAG 681.60 YD 5 W NIT ES 113°-18'-53" OE % 9 % 683.90 3.1 1.3 67 1.2 2.5 RIM 680.20 UE G 679.00 CB 7 4.7% % % 680.65 PATIO 1.9 SA RIM 678.80 681.15 680.55 684.00 % RK 680.20 1.3 % % 684.20 684.30 SWT OE 1.3 CB 2 1.4 680 679.90 UE 680 680.25 % G CB 5 PATIO RIM 683.25 BUILDING W/ATTACHED GARAGES RIM 679.80 681.60 EX. PIN 683.85 684.30 PROPOSED 1-STORY 4-UNIT 1.9 2.1% 680.65 % 681.10 2.8 % RO 4.2% SA GS F.F.E. = 681.15 1425 & 1475 Orchard Park Rd 679.90 1.2% PATIO 680.35 % 684.30 UNIT GES 685 OE 681 PP 8' E. 1.2 W 681.10 -4 RA UE 680.40 679.30 0. 1.5% % 680.65 1.3 RY D GA 684 % 683.65 O 1.5 686 2.3 T E T 1-S TACH .80 PATIO 687 BUILDING W/ATTACHED GARAGES 1.2% 680.25 % % E D 1.3 683.35 OS AT 684 A 4.3% 684.80 OP G W/ E. = 2.5 YD 7 PROPOSED 1-STORY 4-UNIT 684 OE R % P IN .F. W EX 9' N RIM 680.00 683.20 UE % ILD F 1.2 D 680.80 SA 684.30 5.8 /L W G 680.60 684.10 BU 1.3 G F.F.E. = 680.40 2.3% .R . 683 ±OST E % YD 6 PATIO 684.10 683.00 EB STOP © CARMINA WOOD DESIGN 680.70 RIM 680.20 684.80 679 679.90 YD 1 (6 West Seneca, NY AR O PATIO 681 684.30 RIM 683.70 UE CB 8 4.7% 680.65 681.15 680.45 680.95 2.9% RIM 678.80 682.65 684.20 YD 2 6 1.2 682.35 RIM 683.70 9 688 SA 68 % 683.40 1.2% .0' 680.35 680.85 682.00 682 684 1.2% 680.65 CB 3 UE ST RIM 682.15 681.20 W PATIO 2.2% 1.5 OE OE ) 680.40 683.50 PP % G OE 679.90 PP 1.3 684.10 OE 1.5% OE 1.2% 1.0' E. % 681.50 OE SA UE 1.2% 680.55 OE 679.55 CB 4 OE OE EX. IP. 11 680 1.2% 1.2% 682.75 OE RIM 679.90 689 WST BIORETENTION AREA #1 681 OE 687 688 OE 0 5° PP 7.27' NW. 68 2,855 S.F. 679.90 679.35 681.90 682.85 OE 680.35 681.50 -0 G 679.55 680.10 682.35 (2,850 S.F. REQUIRED) 684 685 4'- SA TOP ELEV = 673.50 STM MH 1 680.55 682.10 PARKING 686 47 BOTTOM ELEV = 673.00 679 RIM 679.20 STOP YD 3 LOT " W YD 12-15 (TYP.) OE OE 678 RIM 684.00 Date RIM 673.50 677 G ST 12" 682 W A RE OE A OE 673 W . 674 BIT SA 675 12" 170°-37'-13" OE HYD ST G E APPROX. LOCATION CONTRACTOR TO VERIFY LIMITS OF O W OF CEMETERY CEMETERY AND NOTIFY DESIGN 682.70 ENGINEER OF ANY POTENTIAL CONFLICTS CB 12 HEAD STONES NOT 1.2% 682.90 RIM 682.90 No. Description END SECTION SA 673 INV 673.00 LOCATED 127°-49'-44" G OE REVISIONS: 1.5% W 673 ST 14" 682.90 YD 16-18 (TYP.) 28" RIM 673.50 683.10 14" END SECTION EX. IP. INV 673.00 W. INV: 682.97 678.20 678.95 (12" HDPE) 675 682 674 677 679.70 681.30 678 END SECTION INV 669.57 STM MH 2 676 CB 11 1.5% 1.2% CB 10 1.5% 681.10 RIM 683.00 POND 675.30 RIM 678.00 RIM 679.50 678.75 9 PARKING 678.20 678.40 678.95 67 679.88 680 68 1 681.30 BIORETENTION AREA #2 679.15 LOT 1,700 S.F. 684 686 Grading Plan - North PROPOSED GRADING LEGEND SCALE: 1"=30' PROPOSED CONTOUR 101 PROPOSED SPOT ELEVATION 100.80 TW 100.50 DRAWING NAME: PROPOSED TOP/BOTTOM OF WALL ELEV. BW 100.00 Grading Plan - North PROPOSED CATCH BASIN CB PAVEMENT/GROUND SLOPE PROPOSED YARD DRAIN YD Date: 5/22/26 Drawn By: A. Pandolfe PROPOSED MANHOLE MH Scale: As Noted DRAWING NO. NOTE: BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS, CARMINA WOOD DESIGN ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. 30 0 30 60Ft. C-201 Project No: 23-4121 30' Page 452 of 849