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HomeMy WebLinkAbout06080010.19STORM INLET (ST #1121) SANITARY MANHOLE (SS #1176) RADIUS TC = 846.43 TC = 847.59 CiRECTION NE INV. = 841.73 (18" RCP) N INV. = 836.34 (8" PVC) 475.00' S INV. = 842.03 (15" RCP) S INV. = 836.44 (8" PVC) N25'08'00 "W STORM INLET (ST #1168) SANITARY MANHOLE (SS #1193) 355.13' TC = 846.01 TC = 848.79 S07- 23'42 "W NE INV. = 841.31 (24" RCP) N INV. = 837.18 (8" PVC) S INV. = 842.41 (12" RCP) E INV. = 837.29 (6" PVC) S INV. = 837.24 (8" PVC) STORM INLET (ST #1188) TC = 846.45 SANITARY MANHOLE (SS#3159) N INV. = 843.25 (12" RCP) TC = 849.49 Qri SE INV. = 843.25 (12" RCP) W INV. = 837.84 (8" PVC) W N INV. = 837.67 (8" PVC) STORM INLET (ST #1228) S INV. = 837.74 (8" PVC) E-� TC = 847.57 w N INV. = 844.42 (12" RCP) � STORM INLET (ST #1229) w TC = 846.31 NW INV. = 841.71 (12" RCP) C-, STORM INLET (ST #1230) TC = 841.63 W INV. = 836.48 (18" RCP) E- NW INV. = 840.03 (10" PVC) NE INV. = 840.28 (10" PVC) UTILITIES E INV. = 836.48 (18" RCP) UD STORM INLET (ST #3035) z TC = 842.27 GAS ELECTRIC SW INV. = 840.87 (10" PVC) w o Vectren Cinergy /P. S. 1, R INLET (ST #3040) STOR M 1630 North Meridian Street 100 Mill Creek Road T C 8INLET T P.O. Box 7136 P.O. Box 312 INV. 4- 840.94 (18" RCP) Indianapolis, Indiana 46207 Noblesville, Indiana 46061 E INV. = 841.04 (12" RCP) (317) 592 -4500 (800) 521 -2232 SE INV. = 841.04 (12" RCP) E­1 TELEPHONE STORM SEWER STORM INLET (ST #3138) TC = 842.85 Ameritech Indiana Corporation Carmel Utilities W INV. = 839.30 (12" RCP) 220 North Meridian Street 130 First Ave. SW S INV. = 839.35 (12" RCP) Indianapolis, Indiana 46204 Carmel, Indiana 46032 (800) 742 -8771 (317) 571 -2648 STORM INLET (ST #3167) TC = 847.72 WATER SANITARY SEWERS N INV. = 842.32 (15" RCP) S INV, = 842.42 (15" RCP) Carmel Utilities Carmel Utilities / 130 First Ave. SW 130 First Ave. SW STORM BEEHIVE (ST #3203) Carmel, Indiana 46032 Carmel, Indiana 46032 TC = 837.40 (317) 571 -2648 (317) 571 -2648 NW INV. = 837.40 (18" RCP) E INV. = NO INFORMATION STREETS CABLE TELEVISION STORM INLET (ST #3204) TC = 840.99 Carmel Utilities Time Warner SE INV. = 837.19 (18" RCP) 130 First Ave. SW 516 East Carmel Drive S INV. = 837.19 (20" RCP) Carmel, Indiana 46032 Carmel, Indiana 46032 (317) 571 -2648 (317) 972 -9700 STORM INLET (ST #3209) TC = 842.41 Utility Hotline: within Indiana 1- 800 - 382 -5544 W INV. = 835.86 (18" RCP) outside indiono 1- 800 - 428 -5200 E INV. = 835.86 (18" RCP) NOTE The size and location of utilities are per plans and locations provided by the respective utility companies. All utility companies shall be notified prior to any excavation for field location of services. SURVEY LAND DESCRIPTION Part of the Southeast Quarter of Section 35, Township 18 North, Range 3 East of the Second Principal Meridian in Hamilton County, Indiana, being more particularly described as follows: COMMENCING at the Southeast Corner of the said Southeast Quarter; thence North 89 degrees 07 minutes 52 seconds East (Assumed Bearing) along the South Line of the Southwest Quarter of Section 36, Township 18 North, Range 3 East a distance of 148.00 feet; thence North 00 degrees 16 minutes 22 seconds West, parallel with the West Line of said Southwest Quarter Section, a distance of 734.00 feet; thence South 89 degrees 07 minutes 52 seconds West, parallel with the said South Line, a distance of 224.32 feet to a curve having a radius of 650.00 feet, the radius point of which bears North 79 degrees 58 minutes 39 seconds East; thence Northerly along said curve a distance of 108.46 feet to a P.K. nail and the BEGINNING POINT which bears South 89 degrees 32 minutes 18 seconds West from said radius point; thence South 89 degrees 43 minutes 38 seconds West a distance of 315.00 feet to a P.K. nail; thence North 00 degrees 00 minutes 00 seconds East a distance of 724.98 feet to a P.K. nail; thence South 62 degrees 10 minutes 57 seconds East a distance of 82.64 feet to a P.K. nail and a curve having a radius of 500.00 feet, the radius point of which bears South 27 degrees 49 minutes 03 seconds West; thence Southerly along said curve an arc distance of 646.63 feet to a P.K. nail and the point of reverse curvature of a curve having a radius of 650.00 feet, the radius point of which bears South 78 degrees 05 minutes 00 seconds East; thence Southerly along said curve an arc distance of 140.43 feet to the BEGINNING POINT, containing 4.529 acres, more or less. THIS SUBDIVISION CONSISTS OF 2 LOTS, NUMBERED 1 THROUGH 2 TOGETHER WITH STREETS AND EASEMENTS AS SHOWN HEREON. THE SIZE OF LOTS AND WIDTHS OF STREETS AND EASEMENTS ARE SHOWN IN FIGURES DENOTING FEET AND DECIMAL PARTS THEREOF. WITNESS MY SIGNATURE THIS - - - - -- -DAY OF --------- -20 - -- EDWARD D. GIACOLETTI REGISTERED LAND SURVEYOR INDIANA #S0560 The accuracy of any flood hazard data shown on this drawing is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced Flood Insurance Rate Map. The within described tract of land lies within Flood Hazard Zone X as said tract plots by scale on Community Panel Number 180081 0209 F the Flood Insurance Rate Map for Hamilton County, Indiana City of Carmel (map dated February 19, 2003). Ownership information indicated hereon is as identified in County or Township records or on title work provided by others. The subject tract is zoned B -2 per the Comprehensive Zoning Maps for the City of Carmel, Indiana. The setback requirements for B -2 zoning can be variable, transitional and subject to legal interpretation, therefore, setback lines are not depicted hereon. SET MAG. F NAIL sr za+ I \\ ASHr qLT PVMT.. 1 STORY MASONRY COMMERCIAL BUILDING B -2 ZONING I v f > >F Ir-,RCP o 0.30 A+uu .. i f' KCT TD iMG IT RCP s ,6'(SEE.NOIEn) . 7 ASHPALT PYNMT.: - - -- WAS �v. Q cb B -6 ZONING ZIP WI 4F. "4' LOT 2 101,924 S.F. 2.340 AC.t MP�PGpG�6G�� \x ��PN �P I, nmrn, nn n B -2 ZONING TIME WARNER TELECOM - BURIED FIBER OPTIC CAB MCI MARKINGS CONC. ROLL CURB &` GUTTER TCI 1= I ITII ITV I B -2 ZONING R= 500.00' L= 646.63' I sr ,� TELE. UTILITY BOX II 11 ASSUMED NORTH SCALE: 1 "= 50 ' GAS LINE �l (PER MARKINGS) I 111 11 66 6G��p�o 'D- I 11 I II II DEDICATION OF STREET R/W INSTRUMENT NO. 8742050 A KNO VT DGEMENT OF DEDICATION & ACCEPTANCE NSTRU I NO. 8742051 B -2 ZONING -GAS LINE MARKER R= 650.00' t�= 12'22'42" ASHPALT PVMT. 'STOP' 9GN��, "*-. BEGINNING GAS LINE VALVE B -2 ZONING -GAS LINE MARKER r0n ^n_7'F_ r)"1A1 CONTACT: Jeremy Stephenson REI Real Estate Services, LLC 11711 North Pennsylvania Street, Suite 200 Carmel, IN 46032 317 - 573 -6050 g A mk__� 1. ALL SANITARY SEWER LINES SHALL BE 8" PVC UNLESS NOTED OTHERWISE. 2. ALL WATERMAINS SHALL BE 8 ", UNLESS NOTED OTHERWISE. 3. ALL STREETS ARE TO BE 30' WIDE AND HAVE A 50' RIGHT -OF -WAY WIDTH, UNLESS NOTED OTHERWISE. 4. ALL WATER VALVES SHALL BE BEHIND THE CURBS AND NOT IN THE STREET. 10 1 COMM IMnI\IA BENCHMARKS The vertical location data shown on this survey is based upon a positional solution derived from Global Positioning System (GPS) observations processed by National Geodetic Survey (NGS) utilizing their Online Positioning User Service (OPUS) software. Unless otherwise noted, elevations shown hereon are based upon said ONUS solution and are on the 1988 North American Vertical Datum (NAVD88). This orthometric elevation was derived utilizing the most recent geoidal model (Geoid03). It is my opinion that the uncertainty in the elevation of the project benchmark does not exceed 0.10 foot. (Control Point #4029) - ELEV. = 846.09 (NAVD88) TBM #1 Northmost flange bolt on fire hydrant west of College Drive across from drive entrance. ELEV. = 847.02 (NAVD88) TBM #2 Northmo -t flange bolt on fire hydrant at the northwest corner of 117th Street and College Drive. ELEV. = 851.18 (NAVD88) ® At INLET OR CATCH BASIN ® SEWER MANHOLE ® TELEPHONE MANHOLE ® ACCESS COVER Q TRAFFIC MANHOLE Qw WATER MANHOLE • MANHOLE oaoCLEANOUT AREA UGHT - UTILITY POLE WITS GUY WIRE )eR UTILITY POLE WITH RISER '�lrD FLAG POLE ® TRAFFIC POLE 13u UTILITY PEDESTIL OE ELECTRIC METER ® ELECTRIC TRANSFORMER Cu CONDITIONING UNIT �o- UTILITY VALVE '(Zf HYDRANT O WELL -" WATER VALVE Ow WATER METER GAS VALVE OG GAS METER e SIGNS ® MAILBOX a' is 7EE, SHRUB BENCHMARK SOIL BORING - - - -- - - - - - OVERHEAD UTILITY LINES TV UNDERGROUND TELEVISION E UNDERGROUND ELECTRIC T - UNDERGROUND TELEPHONE FO UNDERGROUND FIBER OP11C F UNDERGROUND FORCE MAIN G UNDERGROUND GAS LINE W UNDERGROUND WATER LINE S SEWER LINE UNDERGROUND STORM SEWER UNDERGROUND SANITARY SEWER EDGE OF WOODS X oo X FENCE LINE FLOW LINE vo CD B -6 ZONING a CURVE TABLE CURVE RADIUS LENGTH CH ORD CiRECTION DELTA C1 475.00' 614.30' 572.38' N25'08'00 "W 74 "05'54" C2 355.13' 55.18' 1 55.12' S07- 23'42 "W 8 °54'08" HOLEY MOLEY SAYS "DON'T DIG BLINDn "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Q � � 'mot - o WEST LINE, SW 1/4, SECTION 36 -T18N -R3E S.E. CORNER W. 1/2 S.W. 1/4 O o S.E. CORNER S.E. 1/4 SECTION 36 T18N -R3E (BRASS I SECTION 35 T18N -R3E PLUG FOUND 0.38' S.) (55 I S.E. CORNER S.W. 1 /4 SECTION 36 T18N -R3E _ N89 °07'52 "E _ - 1252.52 9*07 52 148.00 116TH STREET N8' E SOUTH LINE, SW 1/4, SECTION 2655.55 36 -T18N -R3E n z 0 LLJ DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP.(2006) fftlb Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT PROJE6096.001 0 DRAWN BY: T� w SHEET TITLE: PRIMARY PLAT DRAWING FILES: R: \6k \6096 \001 \dwgs \Title2.dwg E­4 FROT Q Z Qri W Q �w E-� W w W � � w W C-, _ E- z E' O UD x z w o x E- x � z U W E­1 C-) Z DATE: PROJECT PROJE6096.001 DRAWN BY: CHECKED BY: SHEET TITLE: PRIMARY PLAT DRAWING FILES: R: \6k \6096 \001 \dwgs \Title2.dwg SHEET NO.: FROT