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1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
Bedding Detail — Ren`c „c: = -;
Straight Curb Inlet [ieta_i1 _
Beehive Inlet Detail
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CONFORM TO APPLICABLE LOCAI- AND STATE STANDARDS.
Geotechnical Services
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2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
GIS * LIS
TBM #44
COMPLIANCE WITH APPLICABLE ().S.H.A. STANDARDS FOR WORKER
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Storm Manhole Detail
SAFETY.
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Precast Concrete End Section —
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY 1'0 FIELD VERi�Y
ALL
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RipRap Detail @ End Section
UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE,
4• CONTRACTORS SHALL MINIMIZE vA.M'AGF TO EXISTiNS T =EE
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ELEVATION — 893.39
5. FOR INSTALLATION OF STORM MAItiS, w_n Tru hf ?allv?. SAiJIT�RI
MAINS, WATER SERVICE LATERALS, SnN:T:,.1'::SER ATTRAL�
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Village of WestClay
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SECTION 15002
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28 235' TEMPORARY OUTFALL
0.46% 0.45% 12 "RCP
2 "RCP 100' 0.29% 18 "RCP
4 10' STUB @ 0.70%
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STATE OF
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DATE: 12/30/05
THIS DRAWING AND THE IDEAS, DESIGNS
CONCEPTS CONTAINED HEREIN ARE THE EV. _
INTELLECTUAL PROPERTY OF THE SC�P;Ed'
CORPORATION, AND ARE NOT TO BE USE,
REPRODUCED, IN WHOLE OR IN PART, 'WI'
THE WRITTEN CONSENT OF THE SCHNE!L,
CORPORATION.
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Telephone: 31 7.5;0,81 12
Fax: 317.826.6410
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STATE OF
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DATE: 12/30/05
THIS DRAWING AND THE IDEAS, DESIGNS
CONCEPTS CONTAINED HEREIN ARE THE EV. _
INTELLECTUAL PROPERTY OF THE SC�P;Ed'
CORPORATION, AND ARE NOT TO BE USE,
REPRODUCED, IN WHOLE OR IN PART, 'WI'
THE WRITTEN CONSENT OF THE SCHNE!L,
CORPORATION.
`D COPYRIGI -T B�' -THE Sc�, -E!DFR r:
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Telephone: 31 7.5;0,81 12
Fax: 317.826.6410
www.schneidercorp.com
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Environmental Engineering
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DATE:
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PROJECT
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