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HomeMy WebLinkAbout23-96.17M L ;7 J H G J 4 5 6 12 5 9 10 11 , II� � it I 4f .I I) 845 840 1 CRESCENT DRIVE a l U — — — ATHERTON I( VE THIRD AVENUE SOU MWEST 87 88 89 90 91 92 93 94 95 I I ' 96 97 98 99 L — � -J N L $ PVI -- 0+34.33 1 +00 PM 1 +75 2 +00 3+00 126th STREET 4+00 313 F'v1 + s -- �,, 5+00 55.60 6 +00 �; 7+00 8+00 8+14.60 P4 `P0+64.55 LINE A " A �� 9+00 126th STREET io+61i 10+37.60 -- — - - — 6 +74.55 "'I I LINE "A" i' I 5 4 1-,\ L6 STREET PLAN 10- HOLEY YOLEY SAYS "DON'T DIG BLIND" 1=800 - 582 =5544 CALL TOLL FREE 1 =800=428 =5200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW 6S-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORW, FOR ENTRANCE PLAN SEE SHEET C301 SCALE: 1 " =50' GENERAL NOTES: 1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE TO THE NEW GRADE 2. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY! 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 5. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES 6. ALL ELEVATIONS SHOWN WITHIN VERTICAL CURVES (SHOWN IN PARENTHESIS) ARE CORRECTED MEVATIONS Benchmark At Carmel, Hamilton County, on the Indianapolis & Louisville Railway, 0.1 mile north of the station, 65 yards north of the center of the crossing of State Highway 234, 11 feet east of the east rail, at Semaphore Tower 8 167:8; in the top of the southwest corner of the concrete foundation. A standard disk, stamped "X 42 1934 ". Elevation = 829.227 Revisions 3/27/96 -DMW -MOM NORTH R/W LINE OF 126th STREET 8' NORTH, 845 840.1--.1835 t,,,,,Llllrlrrrrr, NEW GRADE - - - - - +0_ .7 _ 19 0 77 I - - - NEW GRADE I EXISTING GRA- DE oT . _ EXISTING GRADE +0.50 835 04f 69 830 ATE OF +0.50% ' :! c 12" RCP - -_ - - -- � _ _ __�- ------- - - - -'- - 'i,�'/NN' ._ rrrrllAiL��� r I � -- -- - - 830 I INV- 831.5E - 12 RCP 825 I INV -830. t i 12" RCP I I I INV - 829.3± 805 g U; lob 5 + -� o O 00 O* I ± 00 N 000 + M + O M M d Q 14. I] Q I + M 0o 00 + M ►n pKO� M '� O Ul + "I UJ A c`' Cn �'' `n w �'� w ;5 � a > + I w 7Z a l Cd S TR E ST 1 2 3 4 5 6 7 $ PROFILE I I CER �� I I I T1Fl� 9Y - 825 to,, C/ 'MIS WIM AND TIE IDEAS, DESIGNS AND OOIWTS MAINIM I NERERI ARE THE MW NTE RRIAL PROPERTY of sa*w WNM0 CORPORAll01r AND ARE NOT TO 9E M OR REPRODIr n IN MOLE OR IN PART, %VMff THE MRIM CONSENT OF 9 CI= I 820 1995 OORPORA710N. ©, Schneider Engineering Corporation I I - - - -- _ - -- - -- r &tmdda Erigh(MI19 - 815 L Corporation 3020 North Post Road Engineering Indianapolis, Indiana Surveying 810 -._ - -- - - - - - - - -- _ 46226 -0068 GIS • US 317- 898 -8282 Geology I317 -899 -8010 Fax 805 14 Partnered &Uty with IMMen, Meyer, Gibson do Associates, incorporated I I I - I I I C. P. MORGAN COMMUNPIZES, LP. PARKSME VILLAGE SECTION 1 & 2 I cry CAS INDIANA I to I0- o_ 2 +� s N M s L STREET PROFILE c� Q j 100 I I °� + 2 o+ n w �'' N W `� W W N Date 0?/23/96 Project No. DrawfDC:C] APP N W 1054 rov. Computer Files Sheet No 9 10 1 11 1 12 13 L L K J H G F E 0 C L•] 1"=50' ': \1054 \DWGS \01 \1054C201.DWG A SCA ORS.: W' 105401PL LE. VERT.: 1 " =5' 14 1 15 �..�QJ7ll