HomeMy WebLinkAboutC9 Stormwater ExtensionSTORM SEWER STRUCTURE DATA TABLE
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STRUCTURE TYPE
CASTING TYPE
PIPE
ELEVATIONS
SLOPE
CONNECT
TO
STRUCT.
REMARKS
IF SIZE TYPE
T.O.0 U/S D/S
E.S.
End Section
117'
27"
RCP
N/A
732.39
732.28
0.11X
190
190
Manhole Type "J"
NEENAH R -1642
120'
27"
RCP
738.00
732.26
732.13
0.11%
191
191
Manhole Type "J"
NEENAH R- 2580 -D1
134'
27"
RCP
737.50
732.13
731.99
0.10%
194
192
Manhole Type "J"
NEENAH R- 2560 -D1
44'
27"
RCP
735.85
732.42
732.31
0.25%
193
E.S.
Outfall Structure
38'
27"
RCP
N/A
732.50
732.42
0.22%
192
193
Manhole Type "J"
NEENAH R -1642
298'
27"
RCP
738.75
732.31
731.99
0.11X
194
194
Manhole Type "J"
NEENAH R -1842
239'
27"
RCP
740.25
731.99
731.73
0.11X
195
195
Manhole Type "J"
NEENAH R- 2580 -D1
138'
27"
RCP
738.60
731.73
731.58
0.11%
198
198
Manhole Type "J"
NEENAH R- 2560 -D1
200'
27"
RCP
735.80
731.58
731.38
0.11X
197
197
Manhole Type "J"
NEENAH R -1842
320'
27"
RCP
739.35
731.36
731.00
0.11X
198
198
Manhole Type "J"
NEENAH R -1842
113'
27"
RCP
739.20
731.00
730.89
0.10%
198A
198A
Manhole Type "J"
NEENAH R -1642
197'
27"
RCP
739.65
730.89
730.70
0.10%
199
199
Manhole Type "J"
NEENAH R -1842
107'
27"
RCP
740.50
730.70
730.50
0.19%
ES
Conn. to Conc. End Seat.
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INV W.= '30.89
INV E;%-1730.89 INV
113 LF OF 27, NV
RCP 0.10%
TE
TEMPORARY DITCH CHECK TO BE
REMOVED AFTER CONSTRUCTION
E*ISTING
OF PAVE
WIDE ELECTRIC
TS FOR ANCHORS
6F 27"
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N tE CARMEL CREEKI`'730
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CREEK 741 'I- N\
ER 18057CO237F DATED: FEB. 19, 200`3.
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RIGHT -OF -WAY PER
INF. #200100000285
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24" s TEMPo RAVEL EROSION CO! itROL BA
TO BE ITEM 0 VED AFTER CONSTE UCT1ON
/4,31S, COMPLE SE DETAIL SHEET C13.
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�C =740. s
INV W. 30.70
INV ,E=730.70
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EXISTING EDGE
\t OF PAVEMENT
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PROPOSE) 5' WIDE ItLECTRIC
INE EASEMENTS FOR ANCHORS
97 LF, .CAF
RCP 0.1
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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.
WINO WINO .11=0
j ca" A.. 1/4`.
1.V
N t9°58'44" W
G
1
X
'Z' STEEL
GUARDRAIL b\`
L 1 V�
R/W
STEEL x
GUARDRA,k
C M i I
740
96TH STREET
WIDTH OF ASPHALT VARIES
r
ri
G:141 I
VV
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PROPOSED 5' WIDE ELECTRIC LINE EASEMENTS FOR ANCLIORS
t
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r: .0
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4,
,:G
7,, NC. BRIDGE-- ABU
CC MENT
A D
I WITH METAL' RAILING
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JA
L
r:, f,�
.-W-
EXISTING EDGE=
OF PAVEMENT
K
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‘yJ
SCALE: 1" 30'
CONC. BRIDGE
ABUTMENT
1 1 1
1 t /J
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t
1 1
j1
CONCRETE BRIDGE DECKING
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day
R /W
t3
4 4,
A
A V
ASPHALT
CARMEL CREEK OUTFALL DETAIL
CONTRACTOR :\f‘DJU,§T CAS'TINGS TO MACH EXISTING „GRAD,r
I EAS
OFFS1TE STORM WATER EXTENSION
EROSION CONTROL
STEEL
GUARDRAIL
CD
SCALE: 1" 30'
V
TEMPORARY DITCH CHECK BE
REMOVED AFTER CONStRUCT1ON
EASEVENTS FOR ANCHORS
RAISE/ ROLES/GUY WIRES:- AS
NEEDD 'FOR CON,STRUdtION
20,0V OF 27"
gariL,Ank.,,arozi:
UTILITY CONTACTS
INV W.=731.58
E
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
Wendoll 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 Vqaterway Boulevard
Indianapolis, IN 46202
Bill Bruce (317) 263-6309
STREETS
Dept of Ensgineering
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
en
EXISTING PROPOSED
UTILITY GENERAL NOTES:
LEGEND
STORM SEWER
SANITARY SEWER
MANHOLE
INLET
END SECTION
STRUCTURE NO.
STRUCTURE NO.
WATER UNE
LATERAL
FORCE MAIN
AIR PRESSURE
RELEASE VALVE
HOSE BIB
DOUBLE WATER
METER PIT
WATER VALVE
FIRE HYDRANT
PERMANENT
SEEDING
STRAW
BALES
DITCH CHECK
4. DO NOT SCALE FROM THESE PLANS FOR SURVEY FIELD
LOCATIONS.
5. TRENCHES FOR ALL STORM AND SANITARY PIPES ARE TO BE
BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR
MATERIAL IF WITHIN 5 FEET OF PAVEMENT.
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 CONSTRUCTI )N.
FM
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.
(STORM)
0 (SANITARY)
10. CONTRACTOR TO PHOTOGRAPH ALL EXISTING CONDITIONS AND KEY ELEMENTS.
PRIOR TO BEGINNING WORK AND RESTORE GROUND TO
EXISTING CONDITIONS AFTER CONSTRUCTION. AS-BUILT SURVEY TO VERIFY.
IN WHICH OFFS1TE WORK IS TO BE PERFORMED IN WRITING AT LEAST ONE
WEEK PRIOR TO START OF WORK. OWNER TO BE COPIED ON THIS
CORRESPONDENCE.
12. CONTRACTOR TO LIMIT WORK TO AREA WITHIN THE PUBLIC RIGHT-OF-WAY
1 3. CONTRACTOR TO OPEN CUT ENTRANCE DRIVE TO PLACE PIPE. TRENCH TO BE
BACKFILLED WITH FLOWABLE FILL. PAVEMENT TO BE PLACED, MUST MATCH
EXISTING THICKNESS.
14. CONTRACTO TO REPLACE ANY PATHS, CURBS, SIDEWALKS AND SEEDING
WITHIN THE PUBLIC RIGHT-OF-WAY, WHICH WILL BE DISTURBED OR
REMOVED DURING OFFSITE STORM CONSTRUCTION.
NOT
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APPROVAL
S REVISIONS
REV. NO
DATE
7/24/03
9/9/03
10/02/03
10/09/03
0
PRO NO
DATE
SHEET TITLE
SHEET NO
0
0
0
cn
MID-STAMS Job Number: 121-5345
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CC C41)
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in
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RELEASED FOR CONSTRUCTION
DESCRIPTION
CHANGE BULLETIN 1
CHANGE BULLETIN 4
CHANGE BULLETIN 4
CHANGE BULLETIN 5
0
LIJ
LLI
rh
20-01024.02
May 8, 2003
STORMWATER EXTENSION
C9
of 15
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