HomeMy WebLinkAboutC506 - PLAN & PROFILE (SANITARY)WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWG G G G G G G G G G G G G G G GCONCRETE COLLAR REQUIRED BETWEEN
BOT. OF STORM AND TOP OF WATER AND GAS LINES.
20'W BMP ACCESS ESMT
25'W SAN SWR ESMT
25'W SAN SWR ESMT
25'
W
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W
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W WC.O.TYPE II
C.O.TYPE II
10'W GAS ESMT
CONCRETE COLLAR REQUIRED BETWEEN
BOT. OF STORM AND TOP OF WATER AND GAS LINES.20'W SAN SWR ESMTWWWW
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LatLatLatLatLat722
RIM=865.25
721
RIM=865.25
717
RIM=862.20
712
RIM=864.00
711
RIM=864.00
716
RIM=862.70
720
RIM=865.60
713
RIM=864.00
26' OF 12" RCP
@0.59%
60' OF 12" RCP
@1.24%
75' OF 30" RCP
@0.47%
174' OF 36" RCP
@0.47%58' OF 12" RCP@2.75%144' O
F
3
6
"
R
C
P
@0.47%
12' OF 42" RCP
@0.49%
184' OF 42" RCP
@0.46%NO PARKINGNO PA
R
KI
N
G
NO PA
R
KI
N
G
429' OF 12" PVC
@0.25%
222
'
O
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2
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3
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3%STR. #CCCE-605 CONCENTRIC STRUCTURE 48 DIA.TC: 868.81INV. OUT 838.30 (12" PVC (E))STR. #CCCE-604 CONCENTRIC STRUCTURE 48 DIA.TC: 865.00INV. IN 837.21 (12" PVC (W))INV. OUT 837.11 (12" PVC (SE))STR. #CCCE-603 OUTSIDE DROP 4'DIA MHTC: 862.80INV. IN 836.55 (12" PVC (NW))INV. IN 846.00 (8" SDR-35 PVC (N))INV. OUT 836.45 (12" PVC (E)) 429' 0.25% 12" PVC
222' 0.25% 12" PVC
12" RCP
SDR21
SDR21
INV. ELEV:859.68 GRANULAR BACKFILL
INV. ELEV:861.19
INV. ELEV:860.07
3" PROPOSED WATER
2" PROPOSED WATER2" WATER SVC LINE3" WATER SVC LINE18095
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
SANITARY SEWER PLAN
SANITARY SEWER PROFILE
ALIGNMENT 606-603
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.
GENERAL NOTES
SCALE: 1" = 30'
SCALE:HORZ.: 1"=30'
VERT.: 1"=5'
LEGEND
Existing Grade New Grade Granular Backfill
C506
PLAN & PROFILE
(SANITARY)
NOTE*
INSTALL FULL DEPTH GRANULAR BACKFILL WHEN
UTILITY IS WITHIN 5' OF PAVEMENT.
2 TAC COMMENTS 8/12/2019
4 ASI #2 9/20/2019
6 IDEM COMMENTS 10/25/2019
8 ASI #8 12/18/2019
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8
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