HomeMy WebLinkAboutC060.3 - STORM PLAN AND PROFILE 4SEAGroup, LandS urveyors
MH-ETM09
MH-ETM08
28 LF - 12" RCP @ 0.50%
138 LF - 15" RCP @ 0.60% 328 LF - 15" RCP @ 0.80%
154 LF - 15" RCP @ 0.25%
58 LF - 12" RCP @ 0.53%
318 LF - 12" RCP @ 0.39%
227 LF - 15" RCP @ 0.51%
57 LF - 18" RCP @ 1.00%
28 LF - 12" RCP @ 0.40%
169 LF - 12" RCP @ 0.80%
FH 2 SSD. 207 LF SSD. RISER
894.65
SSD. RISER
894.72
SSD. RISER
893.85
6" SSD. 309 LF SSD. RISER
894.63
SSD. RISER
894.07
6" SSD. 90 LF 6" SSD. 22 LF6" SSD. 51 LF6" SS D. 220 LF
SWAL
E 119 LF @ 1.00%
SWALE 22 7 LF @ 1.00%SWALE 211 LF @ 1.00% SWALE 124 LF @ 1.00%
SWALE 300 LF @ 1
SW
AL
E 196 LF @ 1.00%
SSD. RISER
892.33
|8 IN X 8 IN-INCH DUCTILE IRON
8 IN X 8 IN-INCH DUCTILE IRON
8 IN X 8 IN-INCH DUCTILE IRON
8 IN X 8 IN-INCH DUCTILE IRON
IN-INCH DUCTILE IRON8 IN X 8 IN-INCH DUCTILE
875
880
885
890
895
900
905
910
STM 647
RIM: 894.00
IE: 890.82 (N)
58 LF - 12" RCP
@ 0.53%
STM 648
RIM: 894.58
IE: 890.51 (S)
IE: 890.31 (NE)
318 LF - 12" RCP
@ 0.39%
STM 649
RIM: 893.81
IE: 889.07 (SW)
IE: 888.97 (E)
227 LF - 15" RCP
@ 0.51%
STM 630
RIM: 891.53
IE: 887.81 (W)
IE: 888.57 (S)
IE: 887.61 (NE)
57 LF - 18" RCP
@ 1.00%
FES 631
18" RCP
IE: 887.04 (SW) 897.3897.9897.8897.2896.4896.2895.8895.4894.9894.5894.2894.6893.7893.6894.19894.31894.81895.31895.75895.25894.75894.25893.75893.26892.93893.01892.49 891.070+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
875
880
885
890
895
900
905
875
880
885
890
895
900
905
STM 628
T.C. = 893.83
IE: 890.13 (N)
STM 629
T.C. = 893.83
IE: 890.02 (S)
IE: 889.92 (N)
169 LF - 12" RCP
@ 0.80%
STM 630
RIM: 891.53
IE: 887.81 (W)
IE: 888.57 (S)
IE: 887.61 (NE)892.1892.3892.9893.4893.6893.74893.80894.90893.78891.800+00 1+00 2+00
8" WATER MAIN
INV = 886.55
37.5" SUMP AND
SNOUT 18R
(SEE DETAIL
05/C8.2)
28 LF - 12" RCP
@ 0.40%
DRAWING NO.
C6.3
N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C5.0 UTILITY PLAN.dwg 5/17/2019DESCRIPTION DATE NO.R E V I S I O N SPROJECT NO.:PROJECT MANAGER:DRAWN BY:DESIGNED BY:ORIGINAL ISSUE DATE:18414DECEMBER 14, 2018 JORPLDJORCARMEL INDIANASTORM SEWER PLAN & PROFILEESTATES AT TOWNE MEADOWDESCRIPTIONDATENO. 619 N Pennsylvania StIndianapolis, IN 46204317.423.0690 phonewww.v3co.comKnow what'sbelow.
before you dig. Call
R
KEY MAP
N.T.S.
NOTES:
1. CONTRACTOR TO FIELD VERIFY LOCATION, INVERT,
AND SIZE OF ALL EXISTING UTILITIES PRIOR TO
ORDERING MATERIALS OR BEGINNING UTILITY
WORK. CONTRACTOR TO NOTIFY ENGINEER OF
ANY DISCREPANCIES IMMEDIATELY.
2. UNLESS INDICATED OTHERWISE, FRAME AND OPEN
LID STORM STRUCTURES IN PAVEMENT SHALL BE
NEENAH R-2502 WITH TYPE D LID OR APPROVED
EQUAL, AND FRAME AND CLOSED LID STORM
STRUCTURES IN PAVEMENT SHALL BE NEENAH
R-1772 OR APPROVED EQUAL. FRAME AND OPEN
LID STORM STRUCTURES IN OPEN SPACE SHALL BE
R-4340-B OR APPROVED EQUAL. ALL FRAME AND
GRATES SHALL CONFORM TO LOCAL MUNICIPALITY
REQUIREMENTS.
FRAME AND CLOSED LID STORM STRUCTURES
LOCATED WITHIN AN ACCESSIBLE ROUTE SHALL BE
“NEENAH R-1772 WITH TYPE C LID (OR EQUIVALENT)
WITH PERMA-GRIP SURFACE. DRILL 1 - 1” DIAMETER
LIFT HOLE INSTEAD OF A STANDARD PICK HOLE.”
3. LIGHT POLES SHOWN FOR COORDINATION OR
LOCATION PURPOSES ONLY AND DO NOT
REPRESENT ACTUAL SIZE. SEE PLANS BY SITE
LIGHTING CONSULTANT FOR SITE LIGHTING
INFORMATION.
4. 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..
08/20/20