HomeMy WebLinkAboutC5 ST PROFILE 1LINE B PROFILE
835
840
845
850
855
860
835
840
845
850
855
860
0+00
849.20
851.12
0+50
853.30
852.61
1+00
852.77
852.88
1+50
852.90
852.97
2+00
853.41
853.23
2+50
852.92
852.80
3+00
852.47
852.12
3+50
851.87
851.61
4+00
852.67
851.45
ST-27
STA:2+90.14
RIM:852.20
18" IN 843.10
18" OUT 843.00
100YR HGL 845.33'
ST-26
STA:3+56.68
RIM:851.55
18" IN 842.67
18" OUT 842.52
100YR HGL 845.03'
ST-25
STA:3+91.78
RIM:852.45
18" IN 842.34
18" OUT 842.24
100YR HGL 844.64'
158.23 LF 18" HDPE
@ 0.50% (PIPE#B28)
66.54 LF 18" HDPE
@ 0.50% (PIPE#B27)
35.12 LF 18" HDPE
@ 0.50% (PIPE#B26)
47.96 LF 18" HDPE
@ 0.50% (PIPE#B25)
ST-24
STA:4+39.52
RIM:852.26
18" IN 842.00
12" IN 848.03
SUMP 840.00
100YR HGL 844.33'
78.39 LF 12" HDPE
@ 1.00% (PIPE#B30)
52.90 LF 15" HDPE
@ 1.00% (PIPE#B29)
ST-29
STA:0+79.04
RIM:852.20
12" IN 844.88
15" OUT 844.66
100YR HGL 845.74'
ST-28
STA:1+31.91
RIM:852.20
15" IN 844.13
18" OUT 843.89
100YR HGL 845.57'
ST-30
STA:0+00.65
RIM:849.20
12" OUT 845.67
100 YEAR HGL 846.42'
LINE A (1) PROFILE
835
840
845
850
855
860
835
840
845
850
855
860
0+50
848.85
849.85
1+00
850.05
850.11
131.70 LF 12" HDPE
@ 0.33% (PIPE#1)
EXISTING ST-0
STA:1+31.94
RIM:849.13
12" IN 845.14
100YR HGL 845.74'
ST-1
STA:0+00.25
RIM:848.12
12" OUT 845.57
SUMP 843.57
100YR HGL 846.43'
LINE E PROFILE
835
840
845
850
855
860
835
840
845
850
855
860
0+50
849.74
850.39
1+00
849.74
850.10
1+50
849.14
849.77
ST-7
STA:0+01.05
RIM:849.46
18" OUT 845.46
SUMP 843.46
100YR HGL 845.74'
ST-6
STA:1+76.93
RIM:848.80
18" IN 844.58
18" OUT 844.48
SUMP 842.48
100YR HGL
845.87'
ST-5
STA:1+93.84
RIM:848.66
18" IN 844.40
100YR HGL 845.44'
175.88 LF 18" HDPE
@ 0.50% (PIPE#E7)
16.91 LF 18" HDPE
@ 0.50% (PIPE#E6)
0.9'
INITIAL DATE DPOR PM DES DRW
Engineering Associates, Inc.
CEI PROJECT NO.
NO. DATE
REVISIONS
10/10/14
10/17/14
DESCRIPTION
BZA SUBMITTAL
ADLS/ DP SUBMITTAL
2/26/15 SUBMITTAL REVISED PER COMMENTS
4/30/15 SUBMITTAL REVISED PER COMMENTS
6/4/15 BID/PERMIT SET
JOB # PROJ#28436.0 DRAWING: 28436 Storm.dwg LAST SAVED BY: RNEDKOV LOCATION: C:\CEI-CAD\Vault\28436.0 CLA - 116th St & C
ollege Ave - Carmel, IN\Drawings\Design\28436 Storm.dwg
EXISTING GRADE
FINISH GRADE
FINISH GRADE
EXISTING GRADE
HORIZONTAL SCALE 1"=30'
VERTICAL SCALE 1"=3'
HORIZONTAL SCALE 1"=30'
VERTICAL SCALE 1"=3'
FINISH GRADE
EXISTING GRADE
HORIZONTAL SCALE 1"=30'
VERTICAL SCALE 1"=3'
BMP SNOUT
EXISTING BMP SNOUT
BMP SNOUT
6" EXISTING SANITARY SEWER STUB
IN STEEL ENCASEMENT
100 YEAR HGL
100 YEAR HGL 100 YEAR HGL
6" SANITARY SEWER
EXISTING 18" STORM SEWER
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE
CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED
DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING
CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE
CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION
OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS
SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL
REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE
CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO
ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.
6" SANITARY SEWER
6" WATER LINE
6/2/15