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MH PREPARED FOR: RIM:676.70 NW. INV:688.25 (12") SE. INV:668.09 (12") BRIAN HILLARY & WILLIAM SAHLEM 1 WOODTHRUSH TRAIL EX. PIN ORCHARD PARK NEW YORK 14127 APPROX. LOCATION 682 CB S. SW " RIM:680.53 M 8'- 32 .L .& N. INV:671.23 (18") EX 25' N . D -5 683 IN ' 0° 5. 32' E 6 S. INV:671.23 (18") .N . E .5 5 10 0. 3 52 67 W 680 AI 21 I LL L 87°-09'-45" 8 .0 IE PROJECT: PA 684 TH L-8 RA 4' E LL W 3 70, CB D. . T EL HA P LO MS RIM:683.34 T. 1425 & 1475 ORCHARD PARK ROAD, & W LE -31 BI 68 5 N. INV:672.94 (18") & /S D. M IN 9 S. INV:673.10 (18") TOWN OF WEST SENECA, W C. ' S. . 00 .L 68 0 COUNTY OF EIRE, IN PAR 0 1.0 20 686 PP . E STATE OF NEW YORK 'E OR K R 12" EX. REBAR CH OA 4.11' N. AR D 23 MH 687 N D RIM:685.89 O AY BEING PART OF 7 .6 TI EW CA NW. INV:676.14 (12") 680 CO 9.8' V LOTS 369 & 417, TOWNSHIP 10 RANGE 7 RI 2' 67 5 LO SE 1142 D SE. INV:676.22 (12") 683 113°-18'-53" NC T. L- E BUFFALO CREEK RESERVATION . C 0, BI D. X. ON 5 .P O 7" ST OR P-5 PR AD & 12" .H 3 AP 671 .0' MS CB SBL No. 143.19-1-8 & 143.19-1-9 ILL L-11420 23 ER EX. PIN RIM:685.39 & 152.07-1-1 . 0 Y N. INV:677.49 (18") P-53 & PP 8' E. W. LINE HILERY& SAHLEM S. INV:677.49 (16") SA 180.00' D. & MS. 672 . E. INV:676.99 (4") HL 691 EM EX 89' N 5. /L .R . ±O 685 4.18' MS. EB 2 12" 7" AR 67 OR NE 1144 10" & SAHLEM S. LINE HILLERY L- PP . C 2, L-11420, P-53 1.0' E. OR P-8 143 N CH MS. S. LINE CICHO 0 ' D. & 794.95' . H 36 4 12.0 CH. = 792.0 L-11283, P-375 694 ILL 660.00' D. = 656.13' MS. 3 PP 67 ER AR EX. IP. Y 11 & 5 PP TER'S CHURCH 7.27' NW. °-0 .86 ' MS. SA NW. COR. LOT 417 90°-59'-13" N. LINE ST. PE 263.56 4'- PARKING 'M HL D S. 1 L-139, P-466 670 69 47 0' M EM S. LOT S. LINE LOT 369 .0 " 4 S. LINE LOT 369 692 9 105 3 69 PA 68 69 0 663 68 8 69 12" 5 EX. IP. 7 A 5 N. LINE LOT 417 RE PO Box 207 6 66 69 EX. IP. EX. PIN 66 .A 66 RK N. INV: 660.98 (18" HDPE) 9.68' E. 3.77' N. W. INV: 682.97 BIT Sanborn, New York 14132 12" (12" HDPE) 170°-37'-13" 89°-57'-36" PHONE: (716) 587-8380 668 HYD 2 4.05' W. APPROX. LOCATION 68 68 0 FAX: 716.587.8379 669 OF CEMETERY ST RO 6" HEAD STONES NOT WEBSITE: www.360landsurvey.com NE. INV: 680.89 (6" HDPE) LOCATED 127°-49'-44" NE A S S 7, P AD 14" W 332 28" 30" . C MA -87 L- 40" 14" OR N MS. 674 18" EX. IP. . 91 (6 4 NW. INV: 673.14 (12" CMP) 7" 66 °-4 . 00' CL 4'- 6.0 ST 44 23" 15 0 " SW. INV: 680.34 (6" HDPE) 12" ') W. INV: 680.32 (6" HDPE) SE. INV: 673.26 (12" CMP) 30" PARKING 68 7 S. INV: 662.31 (18" HDPE) LOT 16" 6 75 SW 34" 670 16 68 6 .L EX. IP. E. INV: 680.75 (6" PVC) 7. 4 IN 65 . 6 683 O/L MS 3' 67 2 E 6 18" 68 PART OF .& D OR 1 4 146°-28'-21" .& 'D W. LINE LOT 417 68 68 .7 1 C 19" L-11442, P-836 5 MS HA 9 68 29 77 . RD 6 0 PA 68 TOTAL AREA = RK 8 5 .0 RO 16.59 AC. AD NW. COR. 0' MS WASSMAN 38" VERIFIED NYSDEC WETLAND PART OF 30" EXCEPTION 537.24' D. & MS. 8 69 0 . 100-FOOT ADJACENT AREA 149°-26'-50" 67 L-3327 EXCEPTING & RESERVING 11" (APPROXIMATE LOCATION) L-11442 10 24" EX. IP. P-87 HIGHWAY PURPOSES PARKING 666 3. 2.04' NW. 60' WIDE STRIP FOR P-836 LOT 00 'D .& PARCEL "A" M S. SCRUB SHRUB WETLANDS (PSS) 90 36" 33 (APPROXIMATE LOCATION) .0 5 8. 0 153°-18'-56" " 0' 69 14" 10 'M D. 6'- 6 & 9 S. °-4 7 24" 66 M 67 66 S. 89 8" S. M & D. 675 66 8 S. 113°-43'-57" 0' 'M M 9' 0. S. . & .3 18" 20 00 D 51 0 0 3. 1 70 68 11 669 5" 2 00 T . 00' ND 32" MS. RA S. 681 M .B .& NE 'D 670 EX. REBAR LI 682 S. 96 N. M 7. EXCEPTION 26 .& 'D 8" 12" 11" O/L L-3036 70 LC 2. 12" 6" 8" 671 12" 70 S. M ' 26 . & 00 7" P-217 S. D 75. 'M 20" 6" M ' 4 . & 89 3 S. 68 70 6" 12" D 72. 6" 13" 9. 72 6" 14 6 ') EX. IP. 0 5 68 133°-32'-58" 0 12.33' W. 0. 67 673 5 69 (7 EX. IP. 3.20' S. NW. COR. BRANDT 275.56' D. & MS. 674 AD 87°-23'-54" N. LINE ULRICH 700 705 L-3036, P-217 710 L-1120, P-212 RO 675 6 NW COR. ULRICH L-1120, P-212 20" 68 7 8 68 68 9 695 68 N. INV: 669.78 (18" HDPE) RG 676 683 684 685 1 113°-18'-53" 682 68 0 1190.00' MS. BE 677 68 678 679 1510.08' D. = 1514.03' MS. AD RO RG BE E IN .L NW 1 SANITARY MH INFORMATION 4/29/2026 REV. NOTE DATE UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP IS A VIOLATION OF SECTION 7209. PROVISION 2 OF THE NEW YORK STATE EDUCATION LAW. 0" 1" 2" BITUMINOUS BIT. EAST E. PAVEMENT EDGE PE SHEET SCALE BAR ADJUST ACCORDINGLY IF SCALE BUILDING ELEVATION ELEV POWER POLE PP IS NOT TWO INCHES DRAWING NAME BLDG.EXISTING EX. POLYVINYL CHLORIDE PVC CATCH BASIN FENCE FNC. SANITARY SEWER SMH GENERAL NOTES: CONCRETE CONC. FIRE HYDRANT MAN HOLE 2" 1. THIS SURVEY WAS PREPARED FROM A FIELD SURVEY BY 360 LAND SURVEY, DPC. ON FEBRUARY 27, 2026. CONIFEROUS TREE W/ HIGH-DENSITY HPDE SOUTH S. DIAMETER POLYETHYLENE 2. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 (NAD83), ESTABLISHED WITH GPS USING THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION REAL TIME NETWORK (NYSDOT RTN). (US SURVEY FEET) . CORRUGATED METAL PIPE CMP 2" IRON PIPE SPOT ELEVATION STORY STY. TOPOGRAPHIC DECIDUOUS TREE W/ INVERT INV. 3. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), ESTABLISHED WITH GPS USING THE NEW YORK STATE DIAMETER NORTH N. WATER VALVE WEST WV W. SURVEY DEPARTMENT OF TRANSPORTATION REAL TIME NETWORK (NYSDOT RTN). (US SURVEY FEET). MAJOR CONTOUR LINE (5') XXX PROPERTY LINE TREE WITH LINE W/ 4. UTILITY INFORMATION SHOWN ON THIS MAP IS FROM VISIBLE FIELD EVIDENCE AT THE TIME OF FIELD SURVEY, FIELD MARKOUTS BY MINOR CONTOUR LINE (1') XXX OVERHEAD ELECTRIC LINE OE UNDERGROUND UTILITY COMPANIES, AND INFORMATION PROVIDED BY A 811 DESIGN TICKET. COM R COMMUNICATIONS FENCE LINE (AS NOTED) SANITARY STORM SA 5. WETLANDS INFORMATION TAKEN FROM A WETLAND AND STREAM DELINEATION SURVEY COMPLETE BY LABELLA, PROJECT No: UNDERGROUND UE GAS LINE G STORM SEWER LINE ST ELECTRIC 2251287 DATE: 12/1/2025. PROJ. NO. 26-040 SCALE 1"=60' WATER LINE WV PTH 3/17/2026 Know what's below. CREW DATE SCRUB SHRUB WETLAND (PSS) VERIFIED NYSDEC WETLAND CEMETERY LIMITS 100-FOOT ADJACENT AREA DWN. AJM CHK. CJS TOPOGRAPHIC SURVEY LIMITS Call before you dig. DRAWING NUMBER SHEET 1 OF 1 Page 444 of 849