Loading...
HomeMy WebLinkAbout52-01 Oct. 5th Primary Plat (revised Per Tac) pg 1h d h 0 m rn rn r. _w J Y m 0 0 0 0 0 0 �I a a of 0 0 0 w J U In 0 a C I I S.W. RNER, S.E. 174 _ , SEC. T16N -R4E HARRISON MONUMENT FND z co /�i >YSjll N / / �I Ye9s CHORD LENGT TANGENT NI N 1319.16' �I S06 °02'38 "W I I S.W. CORNER, 9 �TY� E. 1/2, S.E. 1/4, VT18N >Q SEC. -R4E JCOMPUTED LOCATION) N 00'Ol_19 ". W - .265.00_ S19 °08'01 "W 411.04' ♦>Y �6 C3 \ o I N46 007'25 "W 86.08' 84.55' C4 LO ! A� 49.11' o� LO C5 250.11' I � 249.96' 125.21' C6 100.83' 50.00' N35 010'35 "W 84.59' 79.31' SOUTH LINE, S.E. 1/4, SEC. 33 -T18N -R4E z OD to U �I N GI rn m o i N NI O I I I I S S.E. CORNER, S E. 1 4, SEC. 3 -T1BN -R4E RAILROAD SPIKE FND i 9 PRIMARY PLAT HAZEL DELL POND AT WATERSTONE \ ♦ ♦ "r \ / exist. son. mh \ / for 750.23 inv. (N) 738.83 (8 "pvc) \ inv. (SW) 738.83 (8'pvc) DAIAIT AC' DC/•1 \1 \11 \If` CURVE TABLE /�i >YSjll CURVE / / i9YY Ye9s CHORD LENGT TANGENT C1 1319.16' 1994.86' S06 °02'38 "W �_�� - 9 �TY� C2 > Y9 y2 > Y S19 °08'01 "W 411.04' CURVE TABLE CURVE LENGTH RADIUS CHORD BRG. CHORD LENGT TANGENT C1 1319.16' 1994.86' S06 °02'38 "W 1295.26' 684.72' C2 411.76' 2014.86' S19 °08'01 "W 411.04' 206.60' C3 210.48' 50.00' N46 007'25 "W 86.08' 84.55' C4 51.33' 50.00' 1 N45 003'49 "E 49.11' 28.18' C5 250.11' 2064.86' N19 °07'26 "E 249.96' 125.21' C6 100.83' 50.00' N35 010'35 "W 84.59' 79.31' C7 204.80' 50.00' N24 023'34 "E 88.83' 96.71' C8 101.88' 50.00' N83 °21'36 "E 85.15' 81.18' C9 52.36' 50.00' N05 000'43 "W 50.00' 28,87' C10 209.44' 50.00' N84059'1 7"E 86.60' 86.60' C11 209.44' 50.00' N 30 °08'41 "E 86.60' 86.60' C12 52.36' 50.00' N59 051'19 "W 50.00' 28.87' C13 31.42' 20.00' N 45 008'41 "E 28.28' 20.00' C14 31.42' 20.00' N44 °51'19 "W 28.28' 20.00' C15 33.29' 60.00' S74 015'02 "W 32.86' 17.08' C16 99.44' 40.00' N50 025'28 "W 75.74' 117.63' C17 21.36' 60.00' N10 °35'47 "E 21.25' 21.36' C18 416.86' 2039.86' N19 008'01 "E 416,14' 209.16' 9 - -- BEARING � � >Y.9 L2 25.00' / L3 45.00' N 65 000'43" W L4 25.00' N 00 °08'41" E L5 35.00' N 00 008'41 " E L6 10.00' N 00 019'25" E L7 38.54' N 89 058'41" E J 9702 Pendleton Pike / " :....a ...................., Phone: (317) 895 -6686 sss.. a.. s. a.......... Z \ . " " 4165 Millersville Road Indianapolis, Indiana 46205 .>yY_B ' > • >��i> Az' A 'Yi� ei 9 � -- 9 - -- BEARING � � >Y.9 L2 25.00' N 65 °00'43" W L3 45.00' N 65 000'43" W L4 25.00' N 00 °08'41" E L5 35.00' N 00 008'41 " E L6 10.00' N 00 019'25" E L7 38.54' N 89 058'41" E J 9702 Pendleton Pike I RECEIVED OCT 5'A 2001 DOCS 'Ys exist. son. mh for 749.17 '+iqs Z nv. ((N)) 740.58 ({8'pv�)) �pB r? 1119 1Y9 O inv. (W 740.45 (8pvcj� _ ;> inv. (W 740.58 (8 pvc)) '15Y -- •S.?- ��_='�?- Z -7 0 '- - _raT U - / A. ' LL- ,��Y 41 0Y M O � Y9 ^' _s Y `- 146.: Uj 'Y9����, �gO? X'1/^7 . � Yy UJI �Uj V Y9 6,y. _ 9 2ON SHORT LINE TABLE LINE LENGTH BEARING L1 199'96 >Y.9 2ON SHORT LINE TABLE LINE LENGTH BEARING L1 25.00' N 76 043'15" W L2 25.00' N 65 °00'43" W L3 45.00' N 65 000'43" W L4 25.00' N 00 °08'41" E L5 35.00' N 00 008'41 " E L6 10.00' N 00 019'25" E L7 38.54' N 89 058'41" E (ASSUMED NORTH) 0' 60' 120' SCALE: 1 " =60' [W "- b ❑ 4 "x4" Concrete Monument (Found) • �e Rebor w/ Cap 0 Centerline Monumentation B.S.L. Building Setback Line S.F. Square Footage D. & U.E. Drainage & Utility Easement D.,S. & U.E. Drainage, Sewer & Utility Easement ZONING: R2 Owner: Mark Stout Development, LLC 9702 Pendleton Pike Indianapolis, Indiana 46236 Phone: (317) 895 -6686 Subdivider: Mark Stout Development, LLC 9702 Pendleton Pike Indianapolis, Indiana 46236 Phone: (317) 895 -6686 Surveyor: American Consulting, Inc. 4165 Millersville Road Indianapolis, Indiana 46205 Phone: (317) 547 -5580 REVISED 06/11/01 - PER TAC COMMENTS AMERICAN CONSULTING, INC. 4165 MILLERSVILLE ROAD INDIANAPOLIS (317) 547 -5580 Copyright 1966 -2000 SEPT. 22, 2000 DRAWN BY: INDIANA na '>nr,- ')oaa I JOB NO.: 99 -756 SHEET NO. 1 of 6 t