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Home My WebLink AboutC015.0 - EXISTING CONDITIONS PLANOHU OHU OHU OHU OHU OHU OHU F M F M EE E E E E E E E E E E E E EE C C C C C C C C C C C C C C C C W W W W W W W W W W W W W W W W W W W W C C C C C C C C C C C C C C C C F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C G G G G G G G G G G G G G G G G G G G G G WES T O N P O I N T E D R . M I C H I G A N R O A D P E R I N D O T P R O J . N O . S T P - 1 3 5 - 2 ( 0 0 8 ) ( V A R I A B L E W I T H R O W ) RE E D R O A D EE E E E E E E E E E E E E EE C C C C C C C C C C C C C C C C W W W W W W W W W W W W W W W W W W W W C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C G G G G G G G G G G G G G G G G G G G G G E E E E E E E E W W W W W W W W240017STL AD W2 4 0 0 1 7 S T L 4/ 1 1 / 2 0 2 4 JETT SE C T I O N 6 , T O W N S H I P 1 7 N O R T H , R A N G E 3 E A S T , C L A Y T O W N S H I P , H A M I L T O N C O U N T Y , I N D I A N A . EV E R W I S E C R E D I T U N I O N 10 9 2 0 N . M I C H I G A N R O A D EX I S T I N G C O N D I T I O N S S U R V E Y REBAR FOUND PK OR MAG NAIL FOUND TEMPORARY BENCH MARK STREET LIGHT ELECTRIC OUTLET UNDERGROUND GAS UNDERGROUND WATER UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS MIXED OR UNIDENTIFIED OVERHEAD UTILITY FORCE MAIN RIGHT OF WAY LINE BOUNDARY LINE FIRE HYDRANT SPRINKLER WATER VALVE TRAFFIC CONTROL MANHOLE MAIL BOX SIGN DECIDUOUS TREE DECIDUOUS BUSH CURB INLET SANITARY SEWER MANHOLE G G G W W W E E E C C C OHU OHU FM FM FM INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER STORM SEWER 5/8" Ø REBAR WITH YELLOW PLASTIC CAP STAMPED "WEIHE ENGR. 0012" SET VICINITY MAP NOT TO SCALE - PROJECT LOCATION LEGEND LINE TYPES DESCRIPTION OF LINETYPE ASPHALT CONCRETE (CONC) STONE HATCH PATTERNS DESCRIPTIONSYM SITE TBMs TBM 1: CUT "X" ON THE THE NORTH BOLT OF A FIRE HYDRANT LOCATED IN NORTHEAST QUADRANT OF WESTON POINTE DRIVE AND REED ROAD ELEV. 901.80 (NAVD 88) TBM 2: CUT SQUARE ON THE WEST SIDE OF LIGHT POLE BASE AT THE SOUTHEAST CORNER OF THE SITE. ELEV. 901.82 (NAVD 88) EN G I N E E R S 31 7 | 8 4 6 - 6 6 1 1 80 0 | 4 5 2 - 6 4 0 8 31 7 | 8 4 3 - 0 5 4 6 fa x W E I H E La n d S u r v e y i n g | C i v i l E n g i n e e r i n g La n d s c a p e A r c h i t e c t u r e AL L A N H . W E I H E , P . E . , L . S . - F O U N D E R 10 5 0 5 N . C o l l e g e A v e n u e In d i a n a p o l i s , I n d i a n a 4 6 2 8 0 we i h e . n e t Bu i l d w i t h c o n f i d e n c e . SM © 2023 WEIHE ENGINEERS, INC. W S N E THE BASIS OF BEARINGS FOR THIS PLAT OF SURVEY IS THE USE OF A STATE PLANE GRID SYSTEM DERIVED FROM THE EAST ZONE OF THE INDIANA STATE PLANE COORDINATE SYSTEM (1301 IN EAST), 2011 ADJUSTMENT AS DETERMINED BY RTK GPS MEASUREMENTS UTILIZING INDOT'S INCORS RTK NETWORK AND/OR TRIMBLE'S VRS NOW RTK NETWORK. ALL DISTANCES SHOWN ON THIS PLAT OF SURVEY ARE GRID DISTANCES IN U.S. SURVEY FEET. C050 10 9 a b c d 8 7 6 e f g h 10 9 8 7 6 RE V I S I O N S A N D I S S U E S 5 4 3 2 1 PR E P A R E D F O R : PROJECT NO. SHEET NO. a b c d 5 4 3 2 CH E C K E D B Y : DR A W N B Y : FI E L D B Y : DW G N A M E : PR O J E C T N O . : DA T E BY e DA T E : 1 f h OF g COMMUNICATIONS PEDESTAL W2 4 0 0 1 7 S T L s v . d w g TRAFFIC SIGNAL LOOP DESCRIPTION SOURCE: INST. #2023008980 PART OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER OF SAID SECTION 6; THENCE SOUTH 00 DEGREES 23 MINUTES 46 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, 654.42 FEET TO THE SOUTHWEST CORNER OF 20170011576 AS RECORDED IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY; THENCE NORTH 85 DEGREES 57 MINUTES 21 SECONDS EAST ALONG THE SOUTH LINE OF SAID INSTRUMENT, 342.74 FEET TO THE WEST RIGHT OF WAY LINE OF US 421 AS RECORDED IN INSTRUMENT NUMBER 20000000724; THENCE SOUTH 11 DEGREES 46 MINUTES 03 SECONDS EAST ALONG SAID WEST RIGHT OF WAY LINE, 152.17 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 11 DEGREES 46 MINUTES 03 SECONDS EAST ALONG SAID WEST RIGHT OF WAY, 1.48 FEET; THENCE SOUTH 13 DEGREES 12 MINUTES 49 SECONDS EAST ALONG SAID WEST RIGHT OF WAY, 121.42 FEET; THENCE NORTH 89 DEGREES 36 MINUTES 03 SECONDS WEST 402.66 FEET TO A POINT ON AFORESAID WEST LINE; THENCE NORTH 00 DEGREES 23 MINUTES 46 SECONDS EAST ALONG SAID WEST LINE 161.59 FEET; THENCE SOUTH 89 DEGREES 36 MINUTES 14 SECONDS EAST 56.00 FEET TO A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND BEING SUBTENDED BY A LONG CHORD BEARING NORTH 45 DEGREES 24 MINUTES 00 SECONDS EAST A CHORD DISTANCE OF 28.28 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 31.42 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 31.42 FEET; THENCE SOUTH 89 DEGREES 36 MINUTES 14 SECONDS EAST 1.24 FEET TO A CURVE TO THE RIGHT HAVING A RADIUS OF 118.00 FEET AND BEING SUBTENDED BY A LONG CHORD BEARING SOUTH 82 DEGREES 03 MINUTES 29 SECONDS EAST A CHORD DISTANCE OF 30.99 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 31.08 FEET; THENCE SOUTH 74 DEGREES 30 MINUTES 38 SECONDS EAST 150.83 FEET TO A CURVE TO THE LEFT HAVING A RADIUS OF 182.00 FEET AND BEING SUBTENDED BY A LONG CHORD BEARING SOUTH 88 DEGREES 57 MINUTES 35 SECONDS EAST A CHORD DISTANCE OF 90.83 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 91.79 FEET; THENCE SOUTH 58 DEGREES 24 MINUTES 21 SECONDS EAST 34.33 FEET TO THE POINT OF BEGINNING, SAID IN PREVIOUS DEED TO CONTAIN 1.355 ACRES, MORE OR LESS.