HomeMy WebLinkAbout041-99 SP VOWC Sec 3004 Storm Sewer.7I
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% / j / \ \\ \\ / \ DEETYNE GREEN STREET — — _ — — _ HOLEY MOLEY SAYS
/ _-_--- _-_-_- _ _ DONT
T — — — - — -� — — I — — — — — — - DIG 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO M
(- w CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
BLIND
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
® \ \� \ / I I COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
\ \ \ \ \ / \\\ \\ / i i C I I I I _ SAFETY.
3. J SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
"IT'S THE LAW" 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
CAIi 2 WORKING DAYS BEFORE YOU DIG L
/
1-800-382-5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69-1991.
IT IS AGAINST THE LAW TO EXCAVATE
WTHOUT LOCATION SERVICE
THE UNDERGROUND
LOCATION SERVICE TWO NG WORKING
DAYS BEFORE COMMENCING WORK.
I I I I I I L II 41�~-
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— — — — — — — — — — — — — — � � 1 �ECAs-r cOr�ETE
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STORM SEWER LEGEND
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1 I 11 I I Revisions
T I 1. BET, 04/28/99, REVISED PER TAC COMMENTS
STORM SEWER PLAN SCALE: 1"=50' G
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900
900 .__
-
_. _. _ _ _ .- - - - 1'
_ 1.00% 68'
18'RCP 0
0.30%
CERTIFIED BY
116' 1.209: 0.42%895
18 -RCP 27"RCP 32' 159' 0.42X __._ .. _._.-.-.----- . _ _._ .._
895 _ __ Z7"RCP-____._..__. 96'-_ 4.42X 27"RCP __ _ __-------- _._____ _ �_ _ _. _. _ __---- __ ._
_ .. THIS DRAMtNC AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
- - - - - 2� 219' 0.25X 30'RCP RPORHEREIARE PiEAND
E E NOT NTEUECTUAL PROPERTY of THE sClE OR I
COftPORAT?CN AND ARE NOT TO BE USED OR REPROOUC£D �t Y1i0LE OR NJ C
198' 0.25X PART, WTIMT THE ATTEN CONSENT OF THE SCHNEIOER CORPORATION.
0',__ . ___-. __. 30 RCP 158' 0.28X 33"RCP
18"RCP
D
890 1999, The Schneider Corporation
890 _ _ _ ----- _.._.......__.__ _ _.___ _._____-_-_.___ ___ _ _ __ .
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Selmeider
885.. Corporation
885 -__ ._ _
_. .._. _ .. _ _ ....-. ... ... - _- -- N C_
00 ■
C c I cc 12726 Hamilton Crossing Blvd. Engineering
880 Carmel, Indiana Surveying
0 46032 Landscape Architecture
880317-574-3799 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc.
875
BRENWICK DEVELOPMENT CO.
875 -_ 1
-- Village of es ay
B
Section 3004
STORM SEWER PLAN
Date Project No. Drawn Approv.
03/19/99 1238.3004 BET, MG
Computer \files Sheet No.
A �1�� XREF: 3004BS DWG, MID-BS.DWG
H 0 R Z .: 1"= 5 0' \1238\3004 WW cso6.DWG
XREF: MID-BS-E.DWG, STORM.DWG
STORM
SEWER PROFILE ---,�,////// SCALE. VERT.: 1"=5' XREF: 10058S.DWG
Exlsti^g Grade New Grade Granular Backfill
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