HomeMy WebLinkAboutC6.1 DRAINAGE MAPT/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
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
PROPOSED
PROPERTY LINE/RIGHT OF WAY LINE
CONTOUR ELEVATIONS
STORM DRAIN
XXX
EMERGENCY FLOW ROUTE
EXISTING FIRE HYDRANT LOCATED AT THE NE CORNER OF THE SITE
ELEVATION = 852.27'
SITE BENCHMARK
NO PRESENT FLOODWAYS ON SITE
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.
OE OVERFLOW ELEVATION
G GRATE ELEVATION
PONDING AREA
6/2/15