HomeMy WebLinkAbout041-99 SP VOWC Sec 3004 Storm Sewer.32 3 4 5 6 17 18 9 10 11 12 13 14 15
7 7 it 1 PRECAST C iN(2ETE A —
�/ / / 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
END SECTION �.1 CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
�1� IST I 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
C803 I I 1"'0 C COMPLIANCE H APPLICABLE O.S.H.A. A
I � � �O COMt L CE WIT L CABLE O.S.H .STAND RDS FOR WORKER
SAFETY.
STORY STRUCTURE No. I � %
(TyPck) 10o i i /� / V 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
TORM SM
6 10 STORM MANHOLE i SEMB MMENT DETAIL C803 \ \ \
C843 C803
11 12 CURB INLET L*MDRAIN \
C803 0803 C�4 \ / HOLEY MOLEY SAYS
/ t� DON'T
/ \ / STORM SEWER LEGEND \ �Q® DIG
\ / • \ \ \ BLIND
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFCRE YOU DIG
__J
1-800-382-5544
CALL Tg1FREE
PER INDIANA STATE LAW IS -69-1991.
J \; / �/ / �j //� \ Cwt I I l ' IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE (U) WORKING l LOCATION SERVICE TWO 2 W'ORKiNG
DAYS BEFORE COMMENCING WORK,
H
Revisions
1. BET, 04/28/99, REVISED PER TAC COMMENTS
STORM SEWER PLAN SCALE: 1"=50'
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- - - - - - - -- - - - - ---------- ________ ___
895 _ -- - -_ _ _ _ _._
--------- ----------- --- I
--– 49,
CERTIFIED 9Y _
894 32' 177' 0.30% 15"RCP 0.30% 890
122 _ ..._.._______..
_ Q ---• _ ---- _-... _. ..___._ _ _ _.--_._-- - --.._. _. _.__. _.______. _..__ .. _. _._. __-... .. __.-_-.-- -- - .•- - - THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTA�IED
1.33 --..___ __.__.__.. _.___. _. .
___......_....._.. _ HEREIN ARE THE EXCLUSIVE INTEI.LECTUk PROPERTY OF THE SO"DIDER
___ __. _._.__.. ___.. - • 0.35% _ __. .._ ...._ .__. _. __ _._ ..-.__ .____..__ __ ....__. __. ___-_- _ ....._._ __._._ _ . 18■RCP -__-. _ _-_ - -- - 0.35% _ 32 15 RCP 74 I e)CORPDRATKXr AND ARE NOT TO 8E USED OR REPRODUCED IN wHa.E OR IN
12"RCP 117' 0.76% 21"RCP 18'RCP 32' 130' PART, WTHOUT THE VRTTEN CONSENT OF THE SCHNEDER CORPORATION.
D 150 0.7&r " 0•�% 0.50X 15"RCP 0.36%
21 RCP 12"RCP 0.50% 885 1999, The Schneider Corporation
12'RCP 120' 0.36% 24"RCP 24"RCP 32'
r I -I
885
0.35% e
�■
24"RCP
00
Schneider
880 880 •
_ _ _ _ . orporation
C �. J
12726 Hamilton Crossing Blvd. Engineering
875 -----_ __.. Indiana Architecture
Q 5 Carmel Surveying
U 46032 Landscape '
317-574-3797 GIS e LIS
317-574-3799 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc.
870
870_.'__ _ _....... _ . _ __ _. - . _...__... _____..._.. _..._ .__....._.. _._.. __ .._.._ BRE C DEVELOPMENT CO.
B Village of WestClay
Section 3004
STORM SEWER PLAN
Date Project No. Drawn Approv,
03/19/99 1238.3004 BET, MG
A Computer Files Sheet No.
„ , J: \1238\3004\DWGS\C602.DWG
H 0 R Z .. XREF: 3oo48S.DWG, MID-BS.DWG � �®�
,' _ - - ' SCALE . 1„ — O XREF: MID-BS-E.DWG, STORM.DWG
STORM SEWER PROFILE _ XREF: 10D68S.DWG, 1D09BS.OWG
������ VERT.. 1 - 5
Existing Grade New Grade Granular Backfill
C -7 1 0 1 n 1r1 I 11 17 1Z 1A 1�