HomeMy WebLinkAboutC507 - PLAN AND PROFILE (STORM)DRAINAGE ESMT709
RIM=864.00
704A
RIM=858.04 68' OF 18" RCP
@1.17%
703
RIM=856.85
391' OF 18" RCP
@0.54%702
INV =851.00
STR. #704A INLET AM; R-3405TC: 858.04INV. OUT 854.00 (18" RCP (E))STR. #701 OUTLET STRUCTURETC: 855.50INV. OUT 845.05 (24" RCP (SE))STR. #701A MH 4' DIA.;R-1772TC: 853.44INV. IN 843.57 (24" RCP (NW))INV. OUT 843.47 (24" RCP (E)) 126' 1.17% 24" RCP STR. #703 MH 4' DIA; R-3405TC: 856.85INV. IN 851.90 (18" RCP (W))INV. OUT 851.80 (18" RCP (E)) 391' 0.54% 18" RCP
68' 1.17% 18" RCP INV. OUT 851.00 (18" RCP)STR. #70230'W DRAINAGE ESMTSILVARA COURTWWWWWWWW701
RIM=855.50
16' OF 24" RCP
@0.86%
1
2
6
'
O
F
2
4
"
RC
P@1
.
1
7%
701A
RIM=853.44
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
STORM SEWER PLAN
STORM SEWER PROFILE
ALIGNMENT 701-701A ALIGNMENT 704-702
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
C507
PLAN & PROFILE
(STORM)
NOTE*
INSTALL FULL DEPTH GRANULAR BACKFILL WHEN
UTILITY IS WITHIN 5' OF PAVEMENT.
2 TAC COMMENTS 8/12/2019