HomeMy WebLinkAboutC710 - Storm SEWER PLAN AND PROFILES - SU3.1UP
HALLWAY
FD
C
ST-CO-2
ST-CO-1
ST-102
ST-103
ST-104-EX
6 LF OF 6" PVC Pipe @ 0.60%
25 LF OF 6" PVC Pipe @ 0.60%
115 LF OF 12" RCP @ 0.50%
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6 LF OF 12" PVC Pipe @ 0.50%
28 LF OF 12" PVC Pipe @ 0.50%
10
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0
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11
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11+63
20+00
LINE "ST-2"
LINE "ST-1"
LINE "ST-1"
ST-200
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GRANULAR
BACKFILL
REQUIRED
EXISTING
PROFILE
GRADE
115 LF OF 12" RCP @ 0.50%
48 LF OF 15" RCP @ 0.55%
FINISH
PROFILE
GRADE
GRANULAR
BACKFILL
REQUIRED
HYDRAULIC GRADE LINE
UP
UP
UP
FDC
FDC
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ST-103
ST-202
ST-201
ST-203-EX
53 LF OF 1
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LINE "ST-2"
ST-200
33 LF OF 12" HDPE Pipe @ 0.50%
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810
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800
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56 LF OF 12" RCP @ 0.75%
53 LF OF 12" RCP @ 0.75%
33 LF OF 12" HDPE Pipe @ 0.50%
GRANULAR
BACKFILL
REQUIRED
GRANULAR
BACKFILL
REQUIREDEXISTING
PROFILE
GRADE
FINISH
PROFILE
GRADE
HYDRAULIC GRADE LINE
UP
UP
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ST-300
ST-301-EX
LINE "ST-3"
30
+
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30
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EXISTING
PROFILE
GRADE
GRANULAR
BACKFILL
REQUIRED
FINISH
PROFILE
GRADE
37 LF OF 12" HDPE Pipe @ 0.50%
HYDRAULIC GRADE LINE
40
+
0
0
40
+
2
8
LINE "ST-4"
800
805
810
815
820
800
805
810
815
820
40+00
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=
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28 LF OF 12" RCP @ 0.50%
EXISTING
PROFILE
GRADE
FINISH
PROFILE
GRADE
GRANULAR
BACKFILL
REQUIRED
HYDRAULIC GRADE LINE
100% CONSTRUCTION DOCUMENTS
COPYRIGHT 2024 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
CONSULTANT
KEY PLAN
BUILDING "A"
BUILDING "B"
A B
SOUTH
SUPPORT
BUILDING
GREYHOUND
ACTIVITIES
CENTER
5201 E Main Street, Carmel, IN 46033
317-844-9961
PROJECT NUMBER: 222154.00
PROJECT ISSUE DATE: 7.26.2024
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST. SUITE 300, INDIANAPOLIS IN 46204
PROJECT MANAGER: PMR
222154.00
CARMEL HIGH
SCHOOL STADIUM
GRANDSTAND
RENOVATION
PROJECT
CARMEL CLAY SCHOOLS
2390 E. SMOKY ROW (HOME SIDE)
2450 E. SMOKY ROW (VISITOR SIDE)
CARMEL, IN 46032
PLAN
NORTH
REV.
NO.DESCRIPTION DATE
19700317
No.
CITY SUBMITTAL 08-14-20241
SU3.1
STORM SEWER PLAN
AND PROFILES
PLAN
1" = 20
STORM SEWER PROFILE
SCALE:
VERT.: 1" = 5'
HORIZ.: 1" = 20'
LINE "ST-1"
PLAN
1" = 20
STORM SEWER PROFILE
SCALE:
VERT.: 1" = 5'
HORIZ.: 1" = 20'
LINE "ST-2"
NORTH
PLAN
1" = 20
STORM SEWER PROFILE
SCALE:
VERT.: 1" = 5'
HORIZ.: 1" = 20'
LINE "ST-3"
NORTH
STORM SEWER PROFILE
SCALE:
VERT.: 1" = 5'
HORIZ.: 1" = 20'
LINE "ST-4"
PLAN
1" = 20
NORTH
NORTH
GENERAL NOTES
LEGEND
APPROXIMATE LIMITS OF GRANULAR BACKFILL
(REFER TO STORM SEWER TRENCH DETAILS ON
DWG SU2.1)
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what's below.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY CEC
CIVIL & ENVIRONMENTAL CONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES
NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA
INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY
OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.
4.SEE SHEET SU1.2 FOR NEW SANITARY SEWER LATERAL, FIRE PROTECTION, DOMESTIC
WATER, GAS, ELECTRICAL/POWER AND TELECOMMUNICATION INFORMATION.
5.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATE OWNED.
6.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM
WATER MANAGEMENT PERMIT.
8.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF
THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT
RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERS
RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO
BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
9.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THE
SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR
IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START
OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.
SEE SHEET G0.1 FOR ADDITIONAL INFORMATION ON THE CITY OF CARMEL'S PAVING
AND CURB POLICIES.
10.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL
CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE
CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A
PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION
REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR
CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE
DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED
RIGHT-OF-WAY.
11.CONTRACTOR SHALL CALL CENTERPOINT ENERGY AT 1-800-990-1930 TO CREATE A
WORK ORDER TO RELOCATE GAS SERVICE AND METER.
12.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.
TAC COMMENTS 10-14-20242
TP
T
P
TP
TREE PROTECTION - PER DETAIL F/L1.2
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