Text · page 74 of 1493
Read the whole document on one page (all 1493 pages, each with its own heading)
LINE LEGEND SYMBOL LEGEND I-90 CAYUGA CREEK ROAD SECTION/PARCEL BOUNDARY D DRAINAGE MANHOLE E ELECTRIC MANHOLE MIN. BUILDING SETBACK EM CENTER LINE INLET DRAINAGE MANHOLE ELECTRIC METER EK A CRE EXIST. EASEMENT LINE CATCH BASIN T TELEPHONE MANHOLE CAYUG EXIST. RIGHT-OF-WAY LINE EXIST. EDGE OF PAVEMENT END SECTION TP TELEPHONE PEDESTAL WV H END OF PIPE PROJECT D Y EXISTING WATER MAIN, VALVE, & HYDRANT. 1720'± W PEDESTRIAN POLE EXISTING SANITARY SEWER, & MANHOLE. S MANHOLE TRAF. LOCATION HARLEM ROAD MH EXISTING DRAINAGE SEWER, FIELD INLET, SIG. TRAFFIC CONTROL CABINET D CAB. INLET MANHOLE, MANHOLE, & END SECTION. S SANITARY MANHOLE FRENCH ROAD 8 LAMP POST 57 57 OH OH EXISTING OVERHEAD UTILITIES 8 C.O. CLEAN OUT LIGHT POLE T T EXISTING TELEPHONE GV GAS VALVE UTILITY POLE WITH LIGHT UG UG EXISTING UNDERGROUND UTILITIES GS UNION ROAD 579 583 C G G EXISTING GAS GAS SERVICE FLAG LI 580 5 81 FLAG POLE N GM POLE TO E E EXISTING ELECTRIC 582 583 GAS METER N 584 MAILBOX ST 585 EXISTING GUARD RAIL SV R MB BU 586 M 583 EE 58 SPRINKLER VALVE IN 585 0 T BOLLARD FF 582 587 TREE,HEDGE,EDGE OF WOODS ER AL SH AL 581 SPRINKLER HEAD O 8 POST SP 580 57 EXISTING SWALE CR RI WV NG EE 5 88 X , , BARBED WIRE,STOCKADE,CHAIN LINKED FENCE WATER VALVE SIGN S K RO 58 WS 5 410 EXISTING CONTOUR AD ' WATER SERVICE 589 " E 71.00 590 x 420.4 EXISTING SPOT ELEVATION @ X SIGN 9 2159'1 1 HYDRANT SIGN N76° TO 592 CONCRETE PAD/ CONCRETE SIDEWALK P WM OF WATER METER 580 TURNING ARROW INDIAN CHURCH ROAD BA 7 NK 58 WELL HANDICAP CA 9 ' BORE .3 STOP BAR 5 STOP YU 58 9 16 C CABLE TV PEDESTAL TREE DECIDUOUS S3 LOCATION SKETCH GA "E 2° SIGNAL POLE TREE CONIFEROUS 41 14 NOT TO SCALE 5' CR 5 BUSH ' UTILITY POLE 12 ° EE 45 "E GUY WIRE AC AIR CONDITIONING UNIT N K N SAN 20 PULL BOX SANITARY UTILITY LATH 6 6.2 58 593 ELECTRIC PULL BOX G GAS UTILITY LATH 2' 5 ELEC. 58 RIM=593.19 (NO ACCESS) S TELEPHONE PULL BOX W WATER UTILITY LATH UTILITY INFORMATION TELE. T TELEPHONE UTILITY LATH 58 5 TR TRAFFIC PULL BOX UTILITY INFORMATION PER UFPO DESIGN TICKET # 10313-000-071-00 594 E ELECTRIC UTILITY LATH GRID 57 DATED OCTOBER 31, 2023 9 T TRANSFORMER C CABLE UTILITY LATH 595 1. BUCKEYE PIPELINE COMPANY 610-904-4475 586 N00° 32' 17"E 174.62' 2 59 2. CHARTER COM NORTHEAST WESTERN NY 317-575-7800 x2 RIM=594.92 (NO ACCESS) 593 3. ERIE COUNTY DIVISION OF SEWER MANAGEMENT 716-858-8760 587 57 8 S S4 4. ERIE COUNTY WATER AUTHORITY 716-685-8207 3° 42 BO 5. NATIONAL FUEL GAS | BUFFALO - NFG101 716-857-7431 6 '1 59 TT OM 594 7" OF 6. NYS THRUWAY AUTHORITY | BUFFALO 716-635-6224 BA E GATE NK 17 7. NYSEG LANCASTER ELECTRIC 585-484-5115 8. 00 8. TOWN OF CHEEKTOWAGA 716-686-3450 ' 7 59 579 BO 9. TOWN OF WEST SENECA HIGHWAY 716-674-5600 x261 T TO M OF 57 BA 10. VERIZON | BUFFALO 315-937-2515 8 N 8 59 K 587 CE S5 58 0 NT ER 9° LIN 95 2 9' 58 5 E OF '± CR 5 13 E "E EK 74 59 ' 0 580 585 59 .72 599 58 11 59 139 0 6 5 59 7.8 4 TO 596 59 7 PO FB 5' AN 599 58 40 K .8' .7' 6 8 E 59 20 38" FE NC 599 ONE STORY 6.9 E ' 1" PIN 600 FRAME GARAGE 31' APPROXIMATE LOCATION 0.4' ABOVE FF=599.29' EASEMENT TO ERIE COUNTY GRADE ° SEWER DISTRICT #4 N22 PER REF. 4 TWO STORY 0 FRAME BARN 60 FF=600.25' 59 7" .8' .4' 30 13" 6 58 20" 600 N CE ONE STORY FE FRAME BUILDING 7 IC 58 E FF=600.15' T 599 NC AS 6" PVC FE PL S D ' D RIM=602.51 .98 OO AN 48" 32" 599 (NO ACCESS) W C PV OD 2 4' CONCRETE 4" 18 WO 596.80 580 585 E 0 5' 0" 59 STONE / 5 6.9 N/F CONCRETE 59 CLINTON STREET REALTY GRILL '1 14" HOLDINGS 27 5 TG=598.70 T.A.# 124.00-2-5 59 2544 CLINTON STREET 8 6° 57 9 LIBER 11299 PAGE 9093 59 N3 ASPHALT AREA = 9.402 ACRES TO TIE LINE AREA = 12.733 ACRES TO 8 59 C.O. 36" 8" CENTERLINE OF CREEK 0 36" 60 ASPHALT 4" C.O. 18" 6 59 30" 600 8" 8' 32" T1 1 EK 0 7. T2 24" 60 LO 11 LO BA NK R E DEAD 8 59 O F C " E 59 7 10" GA M CONCRETE PAD O TT 37 W/ HVAC UNITS 15" STUMP BO ' Y U 0 32" 7' HIGH °5 CA 10" 9 TWO STORY 45 NK 59 10" STUMP EK K 24" BLOCK/FRAME 7' HIGH B AN N O F BA BUILDING 600 E RE OF P 36" 10" DOWNSPOUT LIN WOODS M TO 32" TO DOWNSPOUT FC T 4" BO N60° 14' 10"W 1' TIE .4 EO 97 T GM FF=600.70' 69'± FF=602.53' TO 8" 16" 2"E LIN T 30" 34" ' 5 15" 599 16 0' ER 6 5 ° 3.4 59 59 58 597 N/F NT K N T EE 8" 73 CLINTON STREET REALTY 4 T 16" 59 593 30" CR 8 15" HOLDINGS CE 59 580 36" OF T.A.# 124.00-2-8 59 MB 13" 21 NE 6.7 2602 CLINTON STREET 2 ' 1.3 O T ' LI 5 LIBER 11299 PAGE 9093 58 ER CONCRETE W/ 19 FLAG 13" 598 '±T 15" NT 0 POLE OVERHANG 577 59 48" 15" CE 7 5 ORIGINAL 80 59 T ASPHALT N18° 32' 09"E 48" NORTHERLY RIGHT 21 7 8" E 4.1 57 OF WAY LINE OF T ET ' VT WV 49.86' CLINTON STREET NC R P OH CO 598 CONCRETE WALL TRUCK ROUTE W/ H 75 WV 597 35 MPH 36" MILE MARKER x. 'W W 354/5301/2009 1.4 ' 5.8 S69 59 APPROXIMATE LOCATION 19 T 1 4.0 APPROPRIATION OF LANDS ° 30 3' STONE WALL 10' WIDE EASEMENT TO 4.3 599 T 59 3 FOR HIGHWAY PURPOSES W ' 45 BOX BEAM NEW YORK STATE 595 LIBER 9006 PAGE 213 "E GUIDE RAIL ELECTRIC & GAS 600 CORPORATION TG=595.23 W 599 598 NYSEG 596 PER REF. 4 "E 494 T 9 60 59 W 303 2 LO 597 50 NO # LO T 1 60 1 T3 4 .36' 598 ' 45 28" 24" W W 9° 599 24" N2 600 G 24" W GATE W GATE OH FE NC 6.2 E ONE STORY 6' CHAIN ' WV 3' STONE WALL 1-1/4" FRAME GARAGE 12" LINK FENCE PIPE 2.6 FF=601.19' OH W CL W N6 20" ' S60° 14' 10"E 0° OH IN TO 14 19" 0 88.00' .7' '1 60 2.5 .3' ' 15 494/38 NS 0"W 20 G 15" TR G 20" 22 .5' WOOD W E 601 W 0' OH GAZEBO (W ET ( 60 18" D Y H 1.0 0 #2561 22" AP G IDT N.Y PR O 3.0 ' 13 X HV .S. ' IM 0 AT TWO STORY OH R 1.0 EL AR W I O OC G FRAME HOUSE 16 .5' 25" APP G ES) UT AT W IO 25 FF=605.33' CONCRETE 13 ' ROX N1 E 9.7 IMA 2" 7.6 1 STEPS 600 T E LO CAT OH W 354 AT ER 2' 60 4.0 ' ) N/F .6' ION ' OH 6.6 MA 0"W 4" G 46 AS G IN 3.0 2.0 CLINTON STREET MAI AP 602 G ' ' N P GM 48" REALTY HOLDINGS W ROX W WA T.A.# 124.00-2-7 .4' OH 13" '5 IM L AT 1.0 L 22 30 EL ' .5' 2574 CLINTON STREET 45 G OC 28" STUMP LIBER 11299 PAGE 9093 AT IO N6 2' HIGH AREA = 0.265 ACRES .1' 9° 1.8 L L NYSEG "W 603 16 WA ' AT G S2 40 W ER M SURVEY NOTES 602 W AIN 34" G OH COVERED 12" 01 STOOP 6 1. TOPOGRAPHY SHOWN FROM A FIELD SURVEY BY COSTICH ENGINEERING ON 12/8/2023 HORIZONTAL AND VERTICAL DATA OBTAINED THROUGH G 604 MB G6 0 3 N60° 14' 10"W NYSDOT CORS NETWORK REFERENCED TO THE FOLLOWING MONUMENT W W G AP PR 88.00' OX G IM HAMBURG CORS STATION AT EL -LATITUDE: 42-43-02.66326 (N) NAD 83 (CORS) OC AT -LONGITUDE: 078-50-47.27326 (W) G IO W W N2 "G AS -ELLIP HEIGHT: 212.494 METERS NAVD 88 (CORS) MA IN G W W W W SITE DATA CERTIFICATION REFERENCES 1. EXISTING ZONING: M-1 (MANUFACTURING DISTRICT) WE, COSTICH ENGINEERING, D.P.C., HEREBY CERTIFY T0: 1. DEEDS AS SHOWN ON FILE AT THE ERIE COUNTY CLERK'S OFFICE. 2. BULK REQUIREMENTS: 2. MAP OF THE EBENEZER LANDS FILED IN THE ERIE COUNTY CLERK'S REQUIRED OFFICE UNDER COVER NO. 58. MIN. LOT AREA (SF) 20.,000 3. NEW YORK STATE DEPARTMENT OF TRANSPORTATION ACQUISITION MAP, MAX LOT COVERAGE N/A CLINTON STREET, PART I, S.H. NO. 371, ERIE COUNTY, MAP NO. 44, PARCEL NO. 37., FILED AT LIBER 9006 OF DEEDS, PAGE 213. MIN. LOT WIDTH (FT) 100 4. MAP ENTITLED "BOUNDARY SURVEY OF 2544 CLINTON STREET", FLOOD NOTE: MAX. BUILDING HEIGHT (FT) 40 THIS MAP WAS PREPARED FROM NOTES OF AN INSTRUMENT SURVEY COMPLETED ON PREPARED BY NUSSBAUMER & CLARKE, INC., HAVING JOB NO 15J2-0079, By graphic plotting only, this property is in Zone X & Zone AE of the Flood DRAWING NO. SB-2535, DATED 2/4/2015. DECEMBER 8, 2023 AND FROM THE REFERENCE(S) LISTED HEREON. NO SEARCH OF MIN. FRONT YARD SETBACK (FT) 50 RECORDS, OTHER THAN THOSE REFERENCED, WAS MADE FOR EASEMENTS OR Insurance Rate Map No. 36029C0331H Community Panel No. 360262, Town of West Seneca, which bears an effective date of 6/7/2019 and Zone X & Zone AE 5. MAP ENTITLED "BOUNDARY SURVEY OF 2602 CLINTON STREET", ENCUMBRANCES AFFECTING THIS PARCEL. MIN. SIDE YARD SETBACK (FT) 50 of the Flood Insurance Rate Map No. 36029C0332H Community Panel No. PREPARED BY NUSSBAUMER & CLARKE, INC., HAVING JOB NO 15J2-0080, 360262, Town of West Seneca, which bears an effective date of 6/7/2019, No DRAWING NO. SB-2534, DATED 2/4/2015. field surveying was performed to determine this zone and an elevation certificate may be needed to verify this determination or apply for a variance from the Federal MIN. REAR YARD SETBACK (FT) 10 By: PRELIMINARY Date: Emergency Management Agency. Daniel T. Hickok, N.Y.S. L.S., No. 050449 PROJECT MANAGER TITLE OF PROJECT EXISTING UTILITIES (LOCATION, SIZES AND INVERTS) SHOWN ON THE PLANS ARE APPROXIMATE AND ARE NOT CERTIFIED AS TO THE COPYRIGHT © 2023 OF NEW D.T.H. Civil 2544 & 2574 CLINTON STREET PROPERTIES COSTICH ENGINEERING, D.P.C. Y TE WEST SENECA ACCURACY OF THEIR LOCATION OR COMPLETENESS. THE DRAWN BY GRAPHIC SCALE L T. H I Engineering O OK CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT IE K.E.L. A TITLE OF DRAWING RK C ST N K LOCATIONS AND DEPTHS OF ALL UTILITIES AND STRUCTURES IN THE IT IS A VIOLATION OF LAW FOR ANY Land EXISTING FEATURES DA 50 0 25 50 100 200 BOUNDARY PERSON, UNLESS ACTING UNDER THE PATH OF, OR CLOSELY PARALLEL TO, OR UNDER, THE PROPOSED DIRECTION OF A LICENSED PROFESSIONAL G.M.S. Surveying CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENGINEER, LAND SURVEYOR, ARCHITECT OR LANDSCAPE ARCHITECT, TO ALTER ANY TOPO/BASE LOCATION OF PROJECT TAX PARCEL NO.'S 124.00-2-5 & 124.00-2-7 DELAYS OR DAMAGES OCCURRING AS A RESULT OF INCORRECTLY Landscape ITEM ON THIS DOCUMENT IN ANY WAY . M.G. PART OF LOTS 1,2, & 34 OF THE EBENEZER LANDS, LOCATED UTILITIES. IT IS THE CONTRACTORS RESPONSIBILITY TO R ANY LICENSEE WHO ALTERS THIS Architecture LOT 123, TOWNSHIP 10, RANGE 7, BUFFALO CREEK RESERVATION, LI C NOTIFY THE VARIOUS UTILITY OWNERS IN AMPLE TIME FOR THEM TO ( IN FEET ) L. YO DOCUMENT IS REQUIRED BY LAW TO AFFIX S. DATE TOWN OF WEST SENECA, COUNTY OF ERIE, STATE OF NEW YORK 9 4 1 inch = 50 ft. NO. 0 5 0 4 EN LOCATE AND MARK THEIR FACILITIES. THE CONTRACTOR SHALL ALSO HIS/HER SEAL AND THE NOTATION 12/18/2023 E "ALTERED BY", FOLLOWED BY HIS/HER S V Costich CLIENT LABELLA ASSOCIATES DWG. # 9263 NOTIFY UNDERGROUND UTILITY LOCATION SERVICE AT LEAST 48 ED R 217 Lake Avenue SU HOURS IN ADVANCE OF COMMENCING ANY WORK. NO. DATE REVISION BY CHKD. APVLS. SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATION, TO THE DOCUMENT. L AND SCALE 1"=50' Engineering Rochester, NY 14608 (585) 458-3020 300 STATE STREET - SUITE 201 ROCHESTER, NEW YORK 14614 VA100 SHEET 1 OF 1 Page 74 of 1493