HomeMy WebLinkAboutC7 Utility PlanSTORM SEWER STRUCTURE DATA TABLE
I U)Z
STRUCTURE TYPE
CASTING TYPE
PIPE
ELEVATIONS
SLOPE
CONNECT
TO
ST
REMARKS
LF
SIZE
TYPE
T.O.0
U/S
D/S
101
Inlet Type "J"
NEENAH R- 3455 -C
183'
18"
RCP
741.40
737.92
737.42
0.27%
102
102
Inlet Type "J"
NEENAH R- 3455 -C
230'
21"
RCP
741.40
737.32
736.67
0.28%
104
103
Inlet Type "J"
NEENAH R- 3455 -C
142'
18"
RCP
741.40
734.29
733.92
0.28%
104
03A
End Section
93'
12"
RCP
N/A
734.60
734.29
0.33%
103
104
Manhole Type "C"
NEENAH R -3430
147'
27"
RCP
741.40
733.92
733.53
0.27%
105
04A
End Section
178'
12"
RCP
N/A
734.50
733.92
0.33%
104
105
Inlet Type "8"
NEENAH R- 3574-2Q
188'
30"
RCP
741.30
733.53
733.13
0.22%
108
106
Inlet Type "B'
NEENAH R- 3574 -20
138'
30"
RCP
741.20
733.13
732.75
0.28%
ES.
Conn. To Conc. End Sect.
06A
End Section
152'
12"
RCP
N/A
733.60
733.13
0.31%
106
110
Inlet Type "J"
NEENAH R- 3455 -C
127
12"
RCP
741.40
738.20
737.55
0.51%
111
111
Inlet Type "J"
NEENAH R- 3455 -C
110'
15"
RCP
741.30
737.35
736.86
0.45%
112
Install Knockout For roof Drain
112
Inlet Type "J'
NEENAH R- 3455 -C
185'
18"
RCP
741.30
736.66
736.07
0.32%
114
113
Inlet Type "4"
NEENAH R- 3455 -C
120'
15"
RCP
741.20
736.65
736.25
0.33%
114
Install Knockout For roof Drain
114
Inlet Type "J"
NEENAH R -3430
107'
18"
RCP
741.20
735.97
73285
299%
ES
Conn. To Conc. End Sect.
130
inlet Type "A"
NEENAH R- 2560 -D1
200'
12"
RCP
738.90
738.35
735.45
0.45%
131
131
Inlet Type "A"
NEENAH R- 2580 -D1
200'
12"
RCP
738.80
735.45
734.55
0.45%
132
132
Inlet Type "A"
NEENAH R- 2560 -D1
161'
12"
RCP
737.80
734.55
733.75
0.50%
133
133
Inlet Type "J'
NEENAH R- 3455 -C
42'
15"
RCP
737.70
733.85
733.31
0.817E
143
140
Inlet Type "J'
NEENAH R- 3455 -C
125'
15"
RCP
741.90
738.84
738.05
0.47%
141
Install Knockout For roof Drain
141
Inlet Type "J'
NEENAH R- 3455 -C
108'
18"
RCP
741.90
738.05
737.51
0.70%
141a
Install Knockout For roof Drain
141a
Inlet Type "J"
NEENAH R- 3455 -C
70'
18"
RCP
741.90
737.51
737.02
0.90%
142
Install Knockout For root Drain
142
Inlet Type "J"
NEENAH R- 3455 -C
106'
18"
RCP
741.20
737.02
735.77
1.18%
143
143
Manhole Type "C"
NEENAH R-3430
358'
24"
RCP
741.90
733.31
732.75
0.187
ES
Conn. To Conc. End Sect.
150
Inlet Type "J"
NEENAH R- 3455 -C
153'
12"
RCP
741.10
736.45
734.20
1.47%
151
Install Knockout For roof DraIn
151
Inlet Type "J'
NEENAH R- 3455 -C
153'
15"
RCP
741.10
734.10
732.85
0.62%
ES
Conn. To Cone. End Seat.
160
In'et Type "A"
NEENAH R- 3286 -8V
24'
12"
RCP
739.15
735.61
734.89
3.00%
161
161
Inlet Type "A"
NEENAH R- 3288 -8V
35'
12"
RCP
739.15
734.39
732.85
4.40%
ES
Conn. To Conc. End Sect
170
Inlet Type "A"
NEENAH R- 3288 -8V
24'
12"
RCP
738.62
734.92
734.80
0.50%
171
171
Inlet Type "A"
NEENAH R- 3288 -8V
206'
12"
RCP
738.62
734.80
733.60
0.49%
184
180
Inlet Type "J'
NEENAH R- 3455 -C
135'
15"
RCP
741.10
738.83
736.33
0.?7%
181
181
Inlet Type "J"
NEENAH R- 3455 -C
162'
18"
RCP
741.10
736.13
735.39
0.46%
183
182
Inlet Type "J'
NEENAH R- 3455 -C
135'
15"
RCP
741.10
736.38
733.88
0.37%
183
183
Manhole Type "C"
NEENAH R -3430
138'
24"
RCP
741.10
734.48
733.10
1.00%
184
184
Manhole Type "C"
NEENAH R -1642
63'
24"
RCP
740.10
733.10
732.85
0.407E
ES
Conn. To Conc. End Sect
INV S.•735.45
TC- 737.80
INV N.■734.55 13
INV S.- 734.55
INV N.- 733.75
INV E.- 733.65
12' OF 6"
PVC 0 1.0%
INV N. =735.74
INV SE.=735.
Co
TC=742.15
INV =738.90
10" RAIN LEADER
INV.= 738.90
CONNECT TO STR. 141 a
(SEE PLUMBING PLANS FOR DETAILS)
SALES
10•741.10
INV E.- 736.45
FIRE HYDRANT
TC=741.20
110LFOF15" CP 0 0.45%
CAST IRON WATER LINE
in REFER TO INDIANAPOLIS
4.47....vii
MLR FUN SI CR
3" RAI A'ER CO NE T
356 LF OF 24' RCP TO S 1 0
0 0.16% (SEE PLUMBING PLANS FOR DETAILS)
1- OF 15"
CP 0.82%
TC- 741.10
INV W.- 734.20
INV E.- 734.10
3" RAIN LEADER CONNECT
TQ.STR. 113 (SFE..PI LAMING
PLANS FOR DETAILS)
TC- 739.15
INV E- 735.61
INV N.- 736.07
INV W. -736.
NV 35.9
8W- 8W- 8W- 8W- 8W-8W- 8W-- 8W- 8W-
rI 2 5>.v.ei
I, r
I V -73 .35
TO441. 0
W- 8W- 8 8W- 8W 8W- 8
25' INGRES
UTILITY
NCRETE 0 LE
Ql. IR
LE:SEE
NOTE 9
PIPE IN THIS AREA TO BE INSTALLED
USING THE BORING /JACKING METHOD.
SEE DETAIL SHEET SHEET C 3. 16"
CASING PIPE REQUIRED.
BORING
PIT
MENNE
8
R EIVIN
PT
INV N.- 737.51
INV S. =737.51
TC=742.03
INV =737.5
C.O.
TC=742.19
INV =735.3
30' B.S.L. L.M.E.
C.O.
TC=742. I
INV =738.34
23 LF OF 6" PVC O
TC=742.32
INV =733.80
C.O.
C= 42.09
INV =738.18
70741.40
INV E.- 737.92
165LF OF 6" PVC 0 1.0%
(TYP. OF ALL INLET AREAS)
AIR,WATER, AND GAS
A IL SEPARATOR
SEE PLUMBING PLANS FOR DETAILS
ER VICE
TC=743.25
INV 739.38
NV =739.0
10 RAIN LEADER
INV. 739.40
CONNECT TO STR. 140
(SEE PLUMBING PLANS FOR DETAILS)
8" RAIN LEADER
INV.= 739.40
CONNECT TO STR. 141
(SEE PLUMBING PLANS FOR DETAILS)
4" FIRE DEPARMENT CONNECTION .7
SEE FIRE PROTECTION SPECIFICATIONS
FOR DETAILS
RAIN LEADER
INV.= 739.40
CONNECT 'TO STR. 141a
(SEE PLUMBING PLANS FOR DETAILS
A IL SEPARATOR
SEE PLUMBING PLANS FOR DETAILS
11 =741.40
INV W.- 737.42
INV E.- 737.32
24 LF OF 12"
RCP 0 3.00%
63 IF OF 24'
RCP 0 0.40%
END C1ION
INV 732.85
D °CT1ON
INV -732.85
END SECTION
INV •732.85
D. U.E.
CAST IRON WATER LINE
REFER TO INDIANAPOLIS
WATER FOR SPECIFICATIONS
30' B.S.L. L.M.E.
MOW
INV=732.75
STORMWATER MANAGEMENT
INV 85 1.37 ACRES f
1GHT (TYP.)
END SECTION
INV 2.75
2" WATER, S
IRRIGA P
FOR Al
STORM SEWER NOTE
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 INC LUDED 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
(AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT
CERTIFICATION AT THE TIME OF CONSTRUCTION. 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.
LEGEND
3 (SANITARY)
ci
o
O
Z
j Z
D O
t/3Q
W 1-
L
W w
0
Z_
INV N. =738.05
INV S.- 738.05
OIL SEPARATOR
SEE PLUMBING PLANS
FOR DETAILS IO
46 LF OF
EXIST. SAN. MH I•-m 1.0%
T C 7.40 97
O NEW INV. (E) 733.12
W 0 INV. OUT 733 08 "-I
Q
MANHOLc
TC
INV W.=733.24
-r U INV E.=733.34
INV S.= 733.44
Q 12'LFOF8 "PVC
WM 01.0%
O
Q
0 i
o
O CC
o0
1- 0
70- 741.90
W
INV S.- 738.64
TC-7 1.9
0
70.1 741.20
INV N.- 737.02
INV 5.- 737.02
1 741.90
INV N 735.77
Ui INV W.- 733.31
kJ INV E.- 733.31
it)
15 LF 1'` R.- 1.4
a:iiJii►lmiiiis.ii.a ii- �:i"aiJi
�1« r .10
I V =733.10
I w C -7uku 1A
OUTFACE
STRUCTURE
103A
END SEC11ON
IN S.- 734.60
I
C)
SANITARY SEWER
City of Carmel
Water Wastewater Utilities
130 1st Ave. SW
Carmel, Indiana 46032
Jim Haag (317) 571 -2648
STORM SEWER
Dept of Engineering
One Civic Square
Carmel, Indiana 46032
Dick Hill (317) 571 -2441
GAS
Citizens Gas Coke Utility
2020 North Meridian Street
Indianapolis, IN 46202
Wendall Brown (317) 927 -4372
ELECTRIC
Indianapolis Power Light Company
3600 N. Arlington Avenue
Indianapolis, IN 46218
Linda Rhea (317) 261 -5274
Cinergy
1441 S. Guilford
Carmel, Indiana 46032
Larry Griffin (765) 454 -6571
WATER
Indianapolis Water Company
1220 Waterway Boulevard
Indianapolis IN 46202
Bill Bruce (317) 263 -6309
STREETS
Dept of Engineering
One Civic Square
Carmel, Indiana 46032
Dick Hill (317) 571 -2441
TELEPHONE
Ameritech
5858 North College Avenue
Indianapolis, IN 46220
Steve Krebs (317) 252 -4275
CABLE TV
Comcast Cable of Indianapolis, Inc.
5330 E. 65th Street
Indianapolis, IN 46220
Gary Richardson (317) 872 -2225
0
U Z
T C8
NOTE: CONTRACTOR SHALL INSTALL STORM PIPES
AS SHOWN ON THIS PLAN IN ORDER TO ACHIEVE
THE FULL FLOWING VELOCITY OF 2.5 FPS.
UTILITY GENERAL NOTES:
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE
FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR
SHALL BE RESOPNSIBLE FOR ALL FIELD DIMENSIONS. IF ANY
DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE
ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY
THE ENGINEER IMMEDIATELY.
2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR
CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY
LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY
UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES SO AS
NOT TO CAUSE DAMAGE.
3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72
HOURS BEFORE 'CONSTRUCTION IS TO START, TO VERIFY IF
ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS
(LOCATION, SIZE, AND DEPTH) SHALL BE MADE BY THE
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS
AROUND OR OVER EXISTING UTILITES, THE CONTRACTOR
MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE
OF THE UTILITY MAY BE PRESENT TO INSTRUCT AND OBSERVE
DURING CONSTRUCTION.
4. DO NOT SCALE FROM THESE PLANS FOR SURVEY FIELD
LOCATIONS.
5. TRENCHES FOR ALL STORM AND SANITARY PIPES ARE TO BE
BACKFIEL=D COMPLETELY WITH ENGINEERED GRANULAR
MATERIAL IF WITHIN 5 FEET OF PAVEMENT.
6. CONTACT UTILITY COMPANIES PRIOR TO REMOVAL OR
ABANDONING OF ANY EXISTING UTILITY LINE SERVING THE
SITE.
7. SEE SHEETS C3 C4 FOR SITE PLAN.
8. SEE SHEETS C5 C6 FOR GRADING PLAN
9. UTILITY POLE RELOCATIONS TO BE DETERMINED BY UTILITY COMPANIES.
CONTRACTOR TO COORDINATE RELOCATION WITH UTILITY COMPANIES.
UTILITY CONTACTS
INSTALL CORES IN STRUCTURES IN ASPHALT FOR REQUIRED UNDERDRAINS
(STORM) CI)
W
E
0/E
T
G
h. y
STORM SEWER
SANITARY SEWER
SANITARY SEWER
LATERAL
MANHOLE
INLET
END SECTION
BEE HIVE INLET
STRUCTURE NO.
STRUCTURE NO.
WATER LINE
LATERAL
BURIED ELECTRIC
OVHD ELECTRIC
TELEPHONE LINE
GAS LINE
DOUBLE WATER
METER PIT
WATER VALVE
FIRE HYDRANT
MANHOLE
0 40 80
SCALE: 1" 40'
EXISTING PROPOSED
101
(STORM)
E III: 0 (SANITARY)
8W
S
E
T
G
H
(STORM)
NOT
APPROVAL
REVISIONS
REV. NO
n
A
0
DATE
7/24/03
9/9/03
9/25/03
10 /02/03
1
1
1
1
1
of'¢C Fo• ti
No.
10000418
r STATE OF 4Q
&'3 AC
4 4, 011 i 1111 i 1 I t, Q
09,44
RELEASED FOR CONSTRUCTION
0
F-
PROJECT NO
DATE
SHEET TITLE
SHEET NO
0
0
Li
0
LL
0
LU
3-
f
DESCRIPTION
CHANGE BULLETIN 1
CHANGE BULLETIN 4
CHANGE BULLETIN 3
CHANGE BULLETIN 4
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0
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3
In
I-
D
Q
W
I
I-
X
2
4
U
0
(0
0
I.)
N
0
0
I
0
0:
MID STATES Job Number. 121 -5345
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20- 01024.02
May 8, 2003
UTILITY PLAN
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