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\ \\ IRV) ° �. �, \ / / /- HOLEY MOLEY SAYS
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DIG 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO M
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°� / BLIND" CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS,
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
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COMPLIANCE WITH APPLICABLE G.S.H.A. STANDARDS FOR WORKER
SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
\ ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
\�/ 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
L / // /� �; \ \ 'IT'S THE LAW" CALL 2 WORKING DAYS BEFORE Ya,; DIG L
1-800-382-5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69-1991.
17 IS AGAINST THE L
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
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j' GREE GCSE r BEEHIVE INLET
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STORM STRUCTURE No. i
(TYPICAL) C100 !
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6 10 I STORM SEWER 3
STORM MANHOLE I EWSEDW NT DETAIL C803
C803 C803
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H 11 12 CURB INLET PIPE UNDERDRAIN P-1
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C803 C803 0804 H
STORM SEWER LEGEND
Revisions
1. BET, 04/28/99, REVISED PER TAC COMMENTS
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` 79' 65' 65' 65' CERTIFIED BY
IAOC-
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_ _.79, -. -.- --- ._-......_,.._ 15"RCP _. _. w_ -.____..... " "..._._ THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
0 15 RCP 12 RCP 12 RCP HEREIN ARE THE EXCLUS4E INTELLECTUAL PROPERTY OF THE SO*CDER
0.63% O.53X L CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN *aE OR !N
30�RCP 00 PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. D
D 101 0,45% 33"RCP 81' 0.45% 33"RCP 0.53% CO
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45"80' 0.53% 33"RCP 1999, The Schneider Corporation
0.457 151' 0.537. " 885
33 RCP 33"RCP
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12726 Hamilton Crossing Blvd. Engineering
875 i 875 Carmel, Indiana Surveying
46032 Landscape Architecture
317-574-3797 GIS m LIS
317-574-3799 Fax Geology
870 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc.
870
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BRENCCK DEVELOPMENT CO.
Village of WestClay B
Section 3004
STORM SEWER PLAN
Date Project No. Drawn Approv.
03/19/99 1238.3004 BET, MG
A n_— nin. k ..
1 I 2 3 4 5 6 7 R a 1n 47 4. 4C
STORM SEWER PROFILE
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SCALE.
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XREF: MID-BS.DWG
Existing Grade
New Grade
Granular Backfill
XREF; STORM.DWG
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