HomeMy WebLinkAboutC4 STORMT/L
T/L
T/L
T/L
T/L
T/L
T/L
R
W
R
W
R
W
BM
ELEV = 852.27'
6''W6''W
6''SS6''SS
GAS
GASGAS
FDC
UGE&T UGE&T UGE&T UGE&T UGE&T UGE&T UGE&T UGE&T UGE
UGT
WIV
4''W
0+00
1+00
2+00
3+00
4+00 4+40
0+00
1+
00
2+00 3+00
3+91
0+00 0+52
0+00 1+00
1+94
92.16'
91.5'
0+00 1+00 1+33
LINE 'C'
LINE 'C'
LINE 'B'
LINE 'B'
LINE 'A 1'
LINE 'D'
LINE 'E'
ADJUST TO FINISH GRADE
REMOVE EX. CURB
INLET AND REPLACE
G=848.98
ISOLATION ROW 1
ISOLATION ROW 2
FFE=853.5
100 YR. WSE IN DETENTION=844.33
EMERGENCY SPILL EL.=847.85
MFPG/MLAG=849.85
MC-4500 CHAMBERS
L=91.5'
W=92.5'
2 ROWS 21
8 ROWS 20
BOTTOM EL.=841.85
100 YR WSE=844.33'
EMERGENCY SPILLWAY
EL.=847.85'
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 & College Av
e - Carmel, IN\Drawings\Design\28436 Storm.dwg
0 20' 30' 40'
SCALE IN FEET
GRADING DETAILS
23A GRATE INLET
72A NYLOPLAST 24" DRAIN BASIN WITH LIGHT DUTY 24" PEDESTRIAN GRATE-LOCK ASSEMBLY - TYPE B (2499CGP)
72B NYLOPLAST 24" DRAIN BASIN WITH LIGHT DUTY 24" SOLID GRATE-LOCK ASSEMBLY - TYPE B (2499CGCL)
73G RECESSED WALK OFF MAT. (SEE ARCHITECTURAL PLUMBING PLAN FOR ADDITIONAL INFORMATION)
73H DRAINAGE MANHOLE (PER HAMILTON COUNTY STD. DETAIL D-20 SIZED PER HAMILTON COUNTY CHART D-18)
73I EXISTING DRAINAGE MANHOLE 299 MODIFICATION OUTLET CONTROL PLATE
73J SNOUT (WATER QUALITY DEVICE) WITH ATTACHED ANTI-MICROBIAL TREATED OIL REDUCING BIO-SKIRT ®
73K TRENCH DETAIL FOR CITY STORM SEWER (STD DRAWING 10-28)
GRADING NOTES
18F CONNECT TO EXISTING STORM DRAIN PIPE.
18G CONNECT TO EXISTING STORM DRAIN STRUCTURE.
73A CONNECT 4" HDPE PIPE TO TRENCH DRAIN( SEE PLUMBING PLAN FOR EXACT
LOCATION)
73B CONNECT 8" HDPE PIPE TO ROOF DRAIN. (SEE PLUMBING PLAN FOR EXACT
LOCATION)
73E CONNECT 4" HDPE PIPE TO DOORWAY TRENCH DRAIN. (SEE PLUMBING PLAN
FOR EXACT LOCATION)
73F CONNECT 4" HDPE PIPE TO DRAIN PIPE FROM RAISED CONCRETE PLANTERS IN
COURTYARD.
73G PIPES AND FITTINGS THAT ARE INSTALLED WITHIN CITY RIGHT-OF-WAY, SHALL
BE REINFORCED CONCRETE CONFORMING TO ASTM C443. IF THE STORM
SEWER PIPE IS TO BE PLACED WITHIN A ROAD RIGHT-OF-WAY OR IN AN AREA
SUBJECT TO LOADING, THE PIPE AND FITTINGS SHALL BE CLASS III CONCRETE
73H ROOF DRAIN PER ARCHITECTURAL PLANS
73J MAINTENANCE MANHOLE PER STORMTECH SPECIFICATIONS.
PROPOSED
PROPERTY LINE/RIGHT OF WAY LINE
CONTOUR ELEVATIONS
STORM DRAIN
XXX
EXISTING FIRE HYDRANT LOCATED AT THE NE CORNER OF THE SITE
ELEVATION = 852.27'
SITE BENCHMARK
NO PRESENT FLOODWAYS ON SITE
6/2/15
UNDERGROUND
DETENTION SHALL BE
INSTALLED BY THE
SELLER