HomeMy WebLinkAboutC505 - PLAN AND PROFILE (SANITARY)20'W BMP ACCESS ESMT
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25'
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25'W SAN SWR ESMT
20' BMP ACCESS
EASEMENT20'W SAN SWR ESMTDOMIN
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WWW717
RIM=862.20
RIM=864.00
716
RIM=862.70
715
RIM=861.00
720
RIM=865.60
12' OF 42" RCP
@0.49%
184' OF 42" RCP
@0.46%
368' OF 42" RCP
@0.46%
156' OF 42" RCP
@0.42%
STR. #714 42" PIPE END SECTION
INV. IN 851.00 (42" RCP (N))
446' OF 12" PVC
@0.25%
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%169' OF 24" RCP@0.51%STR. #CCCE-603 OUTSIDE DROP 4'DIA MHTC: 862.02INV. IN 836.55 (12" PVC (NW))INV. IN 846.00 (8" SDR-35 PVC (N))INV. OUT 836.45 (12" PVC (E))STR. #CCCE-602 CONCENTRIC STRUCTURE 48 DIA.TC: 862.58INV. IN 835.34 (12" PVC (W))INV. OUT 835.24 (12" PVC (SE))STR. #CCCE-601 CONCENTRIC STRUCTURE 48 DIA.TC: 856.14INV. IN 834.68 (12" PVC (NW)) 223' 0.25% 12" PVC
446' 0.25% 12" PVC
EX 12" PVC SDR26
STUB INV= 834.56SDR21
SDR21
24" RCP
INV. ELEV:853.81
42" RCP
INV. ELEV:851.59
18095
Project Number:
Drawing Number:
Certified By:
Checked ByDrawn ByIssue Date
Revisions:PROJECT:Scope Drawings:CARMEL, INDIANANEWFORCARMEL CLAY SCHOOLSCARMEL ELEMENTARY SCHOOLSDrawing Title:
06-21-19 SO MK
Rev. #Revision
Description
Issue
Date
1 ADDENDUM 7/9/2019
3 ASI #1 8/28/2019
1. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL
AND STATE STANDARDS.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
0.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.
SANITARY SEWER PLAN
SANITARY SEWER PROFILE
GENERAL NOTES
SCALE: 1" =30'
ALIGNMENT 604-601
SCALE:HORZ.: 1"=30'
VERT.: 1"=5'
LEGEND
Existing Grade New Grade Granular Backfill
C505
PLAN & PROFILE
(SANITARY)
NOTE*
INSTALL FULL DEPTH GRANULAR BACKFILL WHEN
UTILITY IS WITHIN 5' OF PAVEMENT.
4
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2 TAC COMMENTS 8/12/2019
4 ASI #2 9/20/2019