HomeMy WebLinkAboutC060.1 - STORM PLAN AND PROFILE 2HPP
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H P P PP
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HPP
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P
HPP
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HP PP P
HPP
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HPP
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P
HPP
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HPP
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HPP
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HPP
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HPP
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H PP PP
HPP
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HPP
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HPP
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HPP
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HPP
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P
HPP
P
P
PPP
P
HPP
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P
HPP
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HPP
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H PPP
P
HPP
P
P
H PPP
P
HPP
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H PPP
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H PPP
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HPP
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H PPP
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H PPP
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HP PP P
HP P PP
SEA Group,Land Su rveyors
SEAG rou p, Lan dS urv eyors
TOWNE ME ADOW DRIVE TOWNES
*
*
* *
MH-ETM04
MH-ETM03
MH-ETM02
28 LF - 12" RCP @ 0.32%
182 LF - 18" RCP @ 0.20%
218 LF - 18" RCP @ 0.20%
399 LF - 30" RCP @ 0.18%
89 LF - 30" RCP @ 0.25%
86 LF - 30" RCP @ 0.30%
132 LF - 15" RCP @ 0.80%
28 LF - 15" RCP @ 1.00%
84 LF - 18" RCP @ 0.45%
22 LF - 18" RCP @ 1.00%
28 LF - 18" RCP @ 1.00%
169 LF - 18" RCP @ 0.80%
FH 6
FH 7
11.25° BEND
11.25° BEND
11.25° BEND
11.25° BEND
45.00° BEND
45.00° BEND
SSD. RISER
890.01
SSD. RISER
890.70
SSD. RISER
891.32
6" SSD. 194 LF 6" SSD. 146 LF6" SSD. 146 LF 6" SSD. 260 LF
SWALE 99LF @ 1.00%SWALE 100LF @ 1.00% SWALE 118LF @ 1.00%SWALE 168 LF @1.00%DIRECTIONAL
59 LF
CONNECTION
16" WATER
A WET TAP
SSD. RISER
891.00
6" SSD. 170 LF
SWALE 170LF @ 0.60%
MH-ETM12
SWALE 198LF @ 1.00%
VB 8
VB 9
MH-ETM13
DUCTILE IRON
8 IN X 8 IN-INCH DUCTI
L
E
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
8 IN X 8 IN-INCH DUCTILE
8 IN X 8 IN-INCH DUCTILE IRON
200 LF - 21" RCP @ 0.20%
870
875
880
885
890
895
900
905
870
875
880
885
890
895
900
905
22 LF - 18" RCP
@ 1.00%
28 LF - 18" RCP
@ 1.00%
STM 607
T.C. = 891.67
IE: 885.97 (N)
IE: 885.87 (S)
STM 608
RIM: 890.03
IE: 886.19 (S)
STM 605
RIM: 889.66
IE: 884.04 (E)
IE: 884.14 (N)
IE: 883.94 (W)
STM 606
T.C. = 891.67
IE: 885.59 (N)
IE: 885.49 (S)892.1892.2892.1891.9891.7892.1891.64891.53890.64889.74892.180+00 1+00 2+00
8" PVC SAN. MAIN
INV. = 883.98
CROWN = 884.67
8" WATER MAIN
INV = 883.43
18" STRM.
INV = 885.33
169 LF - 18" RCP
@ 0.80%
50" SUMP AND
SNOUT 24R
(SEE DETAIL
05/C8.2)
CONCRETE CRADLE
865
870
875
880
885
890
895
900
905
865
870
875
880
885
890
895
900
905
STM 609
RIM: 889.00
IE: 885.29 (S)
STM 610
T.C. = 892.93
IE: 884.23 (N)
IE: 884.13 (SE)
STM 611
T.C. = 892.93
IE: 883.85 (NW)
IE: 883.64 (SE)
STM 612
RIM: 888.76
IE: 883.24 (E)
IE: 883.26 (NW)
IE: 883.14 (SW)893.4893.7893.4892.9892.1889.02894.48894.01892.94892.040+00 1+00 2+00
8" WATER MAIN
INV. = 887.65
8" HPPPP
GAS MAIN
BOT. PIPE =
888.01
CROWN =
888.82
12" HPPPP
GAS MAIN
BOT. PIPE =
887.56
CROWN =
888.66
2.69'132 LF -
15" RCP
@ 0.80%
28 LF - 15" RCP
@ 1.00%
84 LF - 18" RCP
@ 0.45%
50" SUMP AND
SNOUT 24R
(SEE DETAIL
05/C8.2)
DRAWING NO.
C6.1
N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C5.0 UTILITY PLAN.dwg 6/13/2019DESCRIPTIONDATE NO. R E V I S I O N S PROJECT 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
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..
KEY MAP
N.T.S.
08/20/20