HomeMy WebLinkAboutC510 - Site Utility Plan - STORM SEWERS - SU1.1ATS
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FDC
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DRY
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ST-101
BMP W-1
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ST-CO-2
ST-CO-1
ST-102
ST-103
ST-104-EX
ST-202
ST-300
ST-301-EX
ST-201
ST-203-EX
6 LF OF 6" PVC Pipe @ 0.60%
25 LF OF 6" PVC Pipe @ 0.60%
11
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3 LF OF 6" PVC Pipe @ 0.60%
6 LF OF 12" PVC Pipe @ 0.50%
53 LF OF 1
2
"
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7
5
%
56
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R
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7
5
%
28 LF OF 12" PVC Pipe @ 0.50%
37 LF OF 12" HDPE Pipe @ 0.50%
11 LF OF 6" PVC Pipe @ 0.49%
4
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ST-200
33 LF OF 12" HDPE Pipe @ 0.50%
25 24
26
25
23
23
20
22
32
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COMMON AREA "L"
ST-400
ST-401-EX
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
20 6002040
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!
SU1.1
SITE UTILITY PLAN -
STORM SEWERS
LEGEND
UTILITY KEYNOTES
1.NEW BUILDING STORM LATERAL @ INVERT ELEV. = 803.75'.
COORDINATE PIPE LOCATION, SIZE, DEPTH AND MATERIAL WITH
SHEET P2.01
2.NEW BUILDING STORM LATERAL @ INVERT ELEV. = 803.58'.
COORDINATE PIPE LOCATION, SIZE, DEPTH AND MATERIAL WITH
SHEET P2.01
3.STORM SEWER CLEANOUT, PER DETAIL J/SU2.2
4.K100 (4") ACO TRENCH DRAIN WITH ADA GRATE (26.25', 8
SECTIONS).
5.K1-906 IN-LINE CATCH BASIN
6.CONNECT (CORE) NEW 6" DIA. PVC TO EXISTING STORM INLET AT
INVERT ELEV. = 802.00'
7.CORE EXISTING STORM STRUCTURE AT INVERT ELEV. = 802.86'
8.CORE EXISTING STORM STRUCTURE TO CONNECT NEW STORM
PIPE AT INVERT ELEV. = 800.39'
9.ACO TRENCH DRAIN "TD-H1" WITH ADA GRATE (32.5', 10 SECTIONS)
10.ACO TRENCH DRAIN "TD-H2" WITH ADA GRATE (32.5', 10 SECTIONS)
11.REPLACE EXISTING BEEHIVE CASTING WITH FLAT GRATE
12.RAISE EXISTING STORM STRUCTURE WITH ADJUSTING RINGS
13.40' OF SLOTTED DRAIN
14.45' OF SLOTTED DRAIN
15.NEW CLEANOUT AT SLOTTED DRAIN - SEE DETAIL J/SU2.2
16.45' OF 6" PERFORATED HDPE PIPE UNDERDRAIN @ 0.20% SLOPE
17.40' OF 6" PERFORATED HDPE PIPE UNDERDRAIN @ 0.20% SLOPE
18.25' OF 6" PERFORATED HDPE PIPE UNDERDRAIN @ 0.20% SLOPE
19.TEE FITTING (HDPE)
20.CONNECT NEW PIPE TO EXISTING MANHOLE STRUCTURE @ INVERT
ELEV. = 800.39'
21.NEW STORM WATER QUALITY UNIT "W-1". AQUA-SWIRL XC-12.
SEE DETAIL K/SU2.2
22.30' OF 12" HDPE N-12 PIPE @ 0.50% SLOPE
23.32' OF 6" HDPE N-12 PIPE @ 2.00% SLOPE
24.HDPE FITTING CONNECTING FOOTING UNDERDRAINS TO 6" HDPE
N-12 SOLID PIPE
25.4" DIA. PERFORATED HDPE N-12 PIPE FOUNDATION DRAIN SLOPED
AT 0.20% SLOPE
26.FOOTING DRAIN AT HIGH POINT
27.8' OF 6" HDPE N-12 SOLID PIPE @ 2.00% SLOPE
28.CONNECT FOOTING UNDERDRAINS TO ACO TRENCHDRAIN INLET
ON NORTH SIDE OF STRUCTURE.
29.6" DIA. PERFORATED HDPE N-12 PIPE FOUNDATION DRAIN @ 2.00%
SLOPE.
30.30' OF 8" DIA. HDPE N-12 SOLID PIPE @ 2.00% SLOPE
31.CONNECT NEW FOOTING UNDERDRAIN SYSTEM TO STORM
STRUCTURE AT INVERT ELEV. = 803.14'
32.CONNECT NEW FOOTING UNDERDRAIN SYSTEM TO STORM
STRUCTURE AT INVERT ELEV. = 801.41'
33.FIELD VERIFY LOCATION AND DEPTH OF EXISTING ELECTRICAL
LINE. SUPPORT/SHORE DURING CONSTRUCTION OF NEW UTILITY
AS REQUIRED.
34.FIELD VERIFY LOCATION AND DEPTH OF EXISTING TELECOMM LINE.
SUPPORT/SHORE DURING CONSTRUCTION OF NEW UTILITY AS
REQUIRED.
35.CONTRACTOR TO CLEAN GRAVEL AND DEBRIS FROM THIS STORM
PIPE.
EXISTING COMMUNICATION LINE
PROPOSED ELECTRICAL LINE
PROPOSED FIRE PROTECTION LINE
PROPOSED GAS LINE
PROPOSED SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED WATER LINE
PROPOSED FIRE HYDRANT
PROPOSED FIRE DEPARTMENT
PROPOSED STORM STRUCTURE
UTILITY LEGEND
PROPOSED POST INDICATOR VALVE
SEE SURVEY FOR ADDITIONAL EXISTING LEGEND ITEMS
PROPOSED CLEANOUT
CONNECTION
APPROXIMATE LIMITS OF CONSTRUCTION
HOME
GRAND STAND
FACILITY
FFE = 806.36'
HOME
GRAND
STAND
GAC
SSB
DETENTION
BASIN
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.
GENERAL NOTES
PR
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ADDENDUM NO. 2 08-23-20242
TAC COMMENTS 10-14-20243
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TREE PROTECTION - PER DETAIL F/L1.2