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HomeMy WebLinkAbout52-01 Oct. 5th Primary Plat (revised Per Tac) pg 2'Al p9l I i • F � 52- 90 , I INV. (E) 742.01 (8"PVC) I 'Y Q >7 Y PRIMARY PLAT HAZEL DELL POND AT WATERSTONE STA, 11 +22, LINE 'A' >f SAN. MH /1 0 'J 5 Ss STA. 14 +72, LINE 'A' TOR 748. INV. W 742.60 sJ So STA. 40+00, LINE 'D' s �4 INV N) 742.61 STA. tsO ?'s4}NE'A' I TOR 749.55 Vii' S>r -'9 SAN. MH ° > INV. SW 744.53 >f o°99 TOR 748 � 5 °� 1?Y� I INV. �NE3 744.55 STA. 41+45, LINE >o °ss > JDLV W J430268 °Y I INV. (NW) 744.55 SAN. MH 15 IN�E; 743.04 9 'o \ TOR 749. 0 INV. 745.20 / ¢'Z7gaE ; - -754 -� `` �\ -- -- -__- _750 - .� -- -- - -- - -- - -- -- �•-�" ��-_- - - - - - - / s�soo -� ^` >- - - - , >so - - - Spp����o , ' , % 's! _ � > --------- - >sO 1 r"-+l 19. 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S�-,\'S\!5��9.�\ \ , ` \ � �� ��/ 1 7S \`FP ./ o \ / �\ �,; .'� � \ � / �` � X61' �- \ Z - � 9Z �\� `� ` / I J j ( � � i�\ / r \ r \l I \ r / I v Op p s o ( B > 4'e � F .00 0 Q 0 Q 11- ,0000 ,B' \ ���� 9 ` • 4 i� / \ \ `S 1B)O . p 3 \ '`• \ \ 9S ?6' ` � `Y9> \ \ \ /O' ``\�� ` , >S SY \� \ \ ��; `?�`S \ \ \ / / \ \ \'T �, 7- . F \ OT O � Y's, \ � >f \ .. � �i' v ?®^ ,o o SP \ �ss�� ,� � \ '>s ? ao � _ _ -;s;� �\ of >� /\ � N � \ � �_ •� � - 7 � 7 �• F"' Z ` \\ 'S/ ` \J >sJy ��` \`a�v.� s�O2 ���\�2\ �JS� TM•�`9 ? >6 \ �F_\ \`es_ 0 \T \�Of 197 \ \ 746 ' F'� a° ss ?e >s sFsX \ ss S CURVE TABLE CURVE LENGTH RADIUS CHORD BRG. HORD LENGT TANGENT C1 1319.16' 1994.86' S06 °02138 11W 1295.26' 684.72' C2 411.76' °'" ' 60' C3 210.48' 50.00' N46 °07'25 "W 86.08' 84.55' C4 51.33' 50.00' N45 003'49 "E 49.11' 28.18' C5 250.11' 2064.86' N19 007'26 "E 249.96' 125.21' C6 100.83' 50.00' N35 °10'35 "W 84.59' 79.31' C7 204.80' 50.00' N24 023'34 "E 88.83' 96.71' C8 101.88' 50.00' N83 021'36 "E 85.15' 81.18' C9 52.36' 50.00' N05 000'43 "W 50.00' 28.87' C10 209.44' 50.00' N84 °59'17 "E 86.60' 86.60' C11 209.44' 50.00' N30 °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' N45 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' 4 6 2038 ' 20C18 Cauyrite 1967-2001 by AMal'iCOn Consulting, Inc. 10/05/2001 14:11:30 IN1999.0756.6.PLAT SHORT LINE TABLE LINE LENGTH BEARING L1 25.00' N 76 043'15" W L2 25.00' N 65 000'43" 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 °58'41" E W sJ Ar Fr \X >� ; �\& REVISED 06/11/01 - PER TAC COMMENTS (ASSUMED NORTH) 0' 60' 120' SCALE: 1"=60' ❑ LEGEND. 4 "x4" Concrete Monument (Found) 0 6/8' 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 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 AMERICAN CONSULTING, INC. 4165 MILLERSVILLE ROAD INDIANAPOLIS INDIANA (317) 547 -5580 Copyright 1966-2000 46205 -299 DATE OF SUBMISSION: SHEET NO. SEPT. 22, 2000 2 DRANK BY: JCIS REVISED : of JOB NO.: 99 -756 A 6