HomeMy WebLinkAboutC060.6 - STORM PLAN AND PROFILE 7870
875
880
885
890
895
900
905
870
875
880
885
890
895
900
905
(2) 155 LF -
15" RCP
@ 0.22% 893.1891.2891.3890.7890.6885.93890.60891.18887.22882.720+00 1+00 1+71
12" DIP
GAS MAIN
BOT. PIPE =
886.47
CROWN =
887.57
8" DIP
GAS MAIN
BOT. PIPE =
887.43
CROWN =
888.18
2.57'STM 651
2'x2' BOX INLET
RIM: 885.50
IE: 882.84 (SE)FES 652 & 652A
15" RCP
IE: 882.50STM 651A
2'X2' BOX INLET
RIM: 885.50
IE: 882.84 (SE)
HP PPP
HPP
P
P
H P PPP
HPP
P
P
H P PPP
HPP
P
P
HP PPP
HPP
P
P
HP PPP
H PPP
P
HP PPP
H PPP
P
HPP
P
P
H PPP
P
HPP
P
P
H PPP
P
HPP
P
P
HPP
P
P
H P PPP
H PP PP
HP PPP
HPP
P
P
HPP
P
P
HPP
PP
HPP
P
P
H P PPP
HPP
P
P
HPP
P
P
HPP
P
P
HP PP P
HPP
P
P
HP PPP
HP P PP
HPP
P
P
2 X 155 LF - 15" RCP @ 0.22%
SSD. RISER=892.78
INV=890.48
6" SSD. 201 LF
SSD. RISER=891.28
INV=888.17
6" SSD. 143 LF
0.90%
1.23%
HPP
PP
H PP P P
HPP
P
P
H PP P P
HPP
PP
HPP
P
P
HP PPP
HPP
P
P
H PPP
P
HPP
P
P
H P PPP
HPP
P
P
HPP
P
P
HPP
P
P
HPP
P
P
H PPP
P
HPP
P
P
H PPP
P
HPP
P
P
H PPP
P
H PP P P
HPP
P
P
HP PP P
HPP
P
P
HP PPP
HPP
P
P
HPP
P
P
HPP
P P
HPP
P
P
H PPP
P
HPP
P
P
HPP
P
P
HPP
P
P
HPP
P
P
HPP
P
P
HPP
P
P
H PPP
P
HPP
P
P
HPP
P
P
HPP
P
P
HPP
P
P
139 LF - 30" RCP @ 0.30%
22 LF - 30" RCP @ 0.36%
47 LF - 24" RCP @ 0.90%
47 LF - 24" RCP @ 1.23%
MH-ETM06
28 LF - 12" RCP @
23 LF - 12" RCP
2 X 89 LF - 36" RCP
@ 0.56%
FH 4
VB
8 IN
RON
870
875
880
885
890
895
900
905
870
875
880
885
890
895
900
905 886.7886.1885.9887.00892.00888.940+00 1+00
(2) 89 LF - 36" RCP
@ 0.56%
CROWN = 883.49
8" PVC SAN. MAIN
INV. = 882.80
STA:0+38.40
ELEV:892.15
8" WATER MAIN
INV = 884.19
FES 624 & 624A
36" RCP
IE: 886.50(SE)
FES 623 & 623A
36" RCP
IE: 886.00(NW)
870
875
880
885
890
895
900
870
875
880
885
890
895
900
885.1885.4888.1888.5888.7882.710+00 1+00 2+00
STM 654
RIM: 885.46
IE: 882.08 (NE)
IE: 882.08 (S)
139 LF - 30" RCP
@ 0.30%
FES 655
21" RCP
IE: 882.00(N)
22 LF - 30" RCP
@ 0.36%
STM 653
SEE DETAIL
SHEET C8.3
RIM: 886.40
IE: 882.50 (S)
870
875
880
885
890
895
900
870
875
880
885
890
895
900
888.5884.0886.6883.2888.45884.03886.58883.210+00 1+16
47 LF - 24" RCP
@ 1.23%
START INV: 884.56
END INV: 883.98
EX. 60 LF - 24" RCP
@ 1.23%
START INV: 883.98
END INV: 883.25
STM 656
SEE DETAIL
SHEET C8.3
RIM: 887.70
IE: 884.56 (SE)
870
875
880
885
890
895
900
870
875
880
885
890
895
900
888.5883.9886.7883.0888.52883.90886.67883.050+00 1+16
47 LF - 24" RCP
@ 0.90%
START INV: 884.28
END INV: 883.86
EX. 60 LF - 24" RCP
@ 0.90%
START INV: 883.86
END INV: 883.32
STM 656A
SEE DETAIL
SHEET C8.3
RIM: 887.70
IE: 884.28 (SE)
DRAWING NO.
C6.6
N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C5.0 UTILITY PLAN.dwg 5/17/2019DESCRIPTIONDATENO. 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