HomeMy WebLinkAboutC060.2 - STORM PLAN AND PROFILE 3TOWNE ME ADOW DRIVE
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MH-ETM05
MH-ETM07
MH-ETM06
200 LF - 24" RCP @ 0.20%199 LF - 24" RCP @ 0.20%
28 LF - 12" RCP @ 1.00%
23 LF - 12" RCP @ 1.60%
28 LF - 12" RCP @ 2.00%
33 LF - 12" RCP @ 0.40%
2 X 89 LF - 36" RCP
@ 0.56%
169 LF - 21" RCP @ 0.20%
28 LF - 15" RCP @ 0.58%
FH 3
FH 5
FH 4
SSD. RISER
892.10
SSD. RISER
892.18
6" SSD. 190 LF
6" SSD. 188 LF
SWALE 148 LF @ 1.01% SWALE 50 LF @ 0.97% SWALE 100 LF @ 1.00% SWALE 100 LF @ 1.00% SWALE 100 LF @ 1.00%
SSD. RISER
893.07
6" SSD. 93 LF 6" SSD.
SSD. RISER=891.41
INV=890.25
SSD. RISER=892.78
INV=890.48
6" SSD. 201 LF
SSD. RISER
892.00
SSD. RISER=891.28
INV=888.17
6" SSD. 143 LF
VB 5
VB 6
8 IN X 8 IN-INCH DUCTILE IRON
8 IN X 8 IN-INCH DUCTILE IRON
IRON
8 IN X 8 IN-INCH DUCTILE IRON
870
875
880
885
890
895
900
905
870
875
880
885
890
895
900
905
FES 619
24" RCP
IE: 887.00 (E)
STM 617
RIM: 892.00
IE: 888.32 (S)
IE: 888.11 (W)
STM 616
T.C. = 892.96
IE: 888.86 (S)
IE: 888.66 (N)
STM 601
RIM: 891.01
IE: 887.21 (E)
IE: 887.11 (W)
38 LF - 24" RCP
@ 0.30%
STM 615
T.C. = 892.96
IE: 889.02 (N)
169 LF - 21" RCP
@ 0.20%
28 LF - 15" RCP
@ 0.58%888.3888.6890.1892.5891.9891.4891.8892.5893.2893.4893.2892.9892.6892.4887.07891.03891.41891.91892.42892.09892.41892.91892.59892.09893.56894.32893.78892.880+00 1+00 2+00 3+00 4+00 5+00 6+00
CROWN = 885.81
8" PVC SAN. MAIN
INV. = 885.12
199 LF - 24" RCP
@ 0.20%
STM 618
RIM: 892.00
IE: 887.71 (E)
IE: 887.61 (W)
200 LF - 24" RCP
@ 0.20%
50" SUMP AND
SNOUT 24R
(SEE DETAIL
05/C8.2)
BOTTOM OF PIPE
INV. = 888.66
870
875
880
885
890
895
900
905
870
875
880
885
890
895
900
905
STM 621
T.C. = 891.48
IE: 887.52 (N)
IE: 887.42 (SE)
23 LF - 12" RCP
@ 1.60%
FES 622
12" RCP
IE: 887.06 (NW)889.2889.0891.37890.140+00
STM 620
RIM: 891.48
IE: 887.80 (S)
28 LF - 12" RCP
@ 1.00%
37.5" SUMP AND
SNOUT 18R
(SEE DETAIL
05/C8.2)
875
880
885
890
895
900
905
875
880
885
890
895
900
905
STM 625
T.C. = 892.07
IE: 888.36 (N)
STM 626
T.C. = 892.07
IE: 887.80 (S)
IE: 887.70 (NE)
33 LF - 12" RCP
@ 0.40%
FES 627
12" RCP
IE: 887.57 (SW)893.2891.2889.7892.44892.04887.000+00 1+00
8" WATER MAIN
INV = 884.35
28 LF - 12" RCP
@ 2.00%
37.5" SUMP AND
SNOUT 18R
(SEE DETAIL
05/C8.2)
DRAWING NO.
C6.2
N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C5.0 UTILITY PLAN.dwg 6/13/2019DESCRIPTIONDATENO. R E V I S I O N SPROJECT NO.:PROJECT MANAGER:DRAWN BY:DESIGNED BY:ORIGINAL ISSUE DATE:18414DECEMBER 14, 2018JORPLDJORCARMEL INDIANASTORM SEWER PLAN & PROFILEESTATES AT TOWNE MEADOWDESCRIPTIONDATE NO. 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