HomeMy WebLinkAboutC520 - Site Utility Plan - SAN, WTR, GAS, ELEC, COMM - SU1.2ATS
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FDC
FDC
DRY
4
ST-101
BMP W-1
27
18
19
16
14
3
1
37
27
2
2
3
8
6
8
5
8
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20
32 33
3
2
3
31
5
21
7
17
12
23
18
23
11
36
35
13
30
34
35
22
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
ST-200
10
25
26
26
25
25
27
29
29
29
15
15
ST-TD1
UTILITY KEYNOTES
1.NEW 6" SANITARY BUILDING LATERAL INVERT ELEV. = 802.20'.
COORDINATE PIPE LOCATION, SIZE AND MAERTIAL WITH SHEET P2.01.
2.160' OF 6" PVC SDR-35 PIPE @ 1.04% SLOPE
3.CLEANOUT, PER DETAIL D/SU2.1
4.CONNECT SANITARY LATERAL TO EXISTING MANHOLE @ INVERT ELEV. =
799.00'. SEE DETAIL A/SU2.1
5.NEW 4" PVC C900 DOMESTIC WATER SERVICE LATERAL @ -4' DEPTH (MIN.)
TOP OF PIPE ELEV. = 805.00'
6.CONNECT NEW DOMESTIC WATER LINE LATERAL TO EXISTING DOMESTIC
LATERAL - COORDINATE WITH MEP DRAWINGS
7.CONNECT NEW 4" DOMESTIC WATER LINE LATERAL TO EXISTING WATER
SERVICE LINE AT THIS LOCATION. COORDINATE SHUT-OFF AT NEAREST
VALVE. CAP EXISTING LINE TO THE NORTH.
8.PROVIDE PVC C900 FITTINGS WITH THRUST BLOCK AT THIS LOCATION
9.NOTE NOT USED
10.FIRE PROTECTION LATERAL POINT OF CONNECTION. FIELD VERIFY
EXISTING PIPE LOCATION, PIPE SIZE, DEPTH AND MATERIAL.
11.FIRE PROTECTION RISER (6" DIP, T/PIPE ELEV. = 799.00')
COORDINATE LOCATION AND DEPTH WITH SHEET P2.01
12.FIRE PROTECTION LATERAL, 42' OF 6" DIP. TOP OF PIPE ELEV. = 799.00'.
13.FIRE PROTECTION LATERAL, 12' OF 6" DIP. TOP OF PIPE ELEV. = 799.00' AT
NE END SLOPED UP TO 804.00' AT THE WEST END. (FIELD VERIFY EXISTING
MAIN ELEVATION)
14.POST INDICATOR VALVE, PER DETAIL F/SU2.4
15.PROVIDE SECTION OF 36" DIA. HDPE AND MARMAC COUPLING FOR
DISSIMILAR PIPES (RCP TO HDPE)
16.THRUST BLOCKS, PER DETAIL L/SU2.4
17.NEW FIRE DEPARTMENT CONNECTION (FDC), PER DETAIL J/SU2.4
18.45' OF NEW 4" STEEL FDC LINE. COORDINATE PIPE LOCATION AND DEPTH
WITH SHEET P2.01. TOP OF PIPE ELEVATION = 799.00' AT THE BUILDING
AND SOUTHWEST AT LOWER CONCOURSE ELEVATIONS. TOP OF PIPE AT
THE FDC SHALL BE 805.00'. TOP OF PIPE SHALL HAVE A MINIMUM OF 5' OF
COVER.
19.NEW FIRE HYDRANT ASSEMBLY. SEE DETAIL A/SU2.4
20.PROVIDE SECTIONAL VALVE. SEE DETAIL G/SU2.4
21.PROVIDE FLANGED CAP ON FIRE PROTECTION MAIN, 5' NORTH OF THE
SECTIONAL VALVE.
22.NEW "DRY" FIRE DEPARTMENT CONNECTION (DRY-FDC), PER DETAIL
K/SU2.4.
23.48' OF 4" STEEL "DRY" FDC LINE. COORDINATE PIPE LOCATION, SIZE AND
DEPTH WITH SHEET P2.01. TOP OF PIPE ELEVATION = 799.00' AT THE
BUILDING AND SOUTHWEST AT LOWER CONCOURSE. TOP OF PIPE
ELEVATION AT FDC SHALL BE 805.00'. TOP OF PIPE SHALL HAVE A
MINIMUM OF 5' OF COVER.
24.NOT USED
25.FIELD VERIFY LOCATION AND DEPTH OF EXISTING ELECTRICAL LINE.
SUPPORT/SHORE DURING CONSTRUCTION OF NEW UTILITY AS REQUIRED.
26.FIELD VERIFY LOCATION AND DEPTH OF EXISTING TELECOMM LINE.
SUPPORT/SHORE DURING CONSTRUCTION OF NEW UTILITY AS REQUIRED.
27.APPROXIMATE LOCATION OF EXISTING TELECOMMUNICATIONS LINE.
FIELD VERIFY DEPTH OF CONDUIT IS AT -4'-0" BELOW EXISTING GRADES
(APPROX. 804.50'±)
28.NOT USED
29.CONTRACTOR TO CLEAN GRAVEL AND DEBRIS FROM THIS STORM PIPE.
30.APPROXIMATE LOCATION OF PROPOSED GAS LINE
(TOP OF PIPE ELEVATION SHALL BE AT -3', FIELD VERIFY ACTUAL
(DEPTH).
31.CAP EXISTING GAS SERVICE LINE PER GAS COMPANY REQUIREMENTS.
32.TAP EXISTING GAS SERVICE LINE AT THIS LOCATION. (COORDINATE WITH
GAS UTILITY COMPANY)
33.NEW GAS SERVICE LINE RE-ROUTED TO RELOCATED (NEW) METER
TOP OF PIPE ELEV. = 807.00')
34.NEW GAS SERVICE LINE RE-ROUTED TO RELOCATED (NEW) METER
TOP OF PIPE SLOPES FROM ELEV. = 807.00' AT SOUTHWEST TO ELEV.
803.00' AT NORTHEAST)
35.NEW GAS SERVICE LINE RE-ROUTED TO RELOCATED (NEW) METER
TOP OF PIPE ELEV. = 803.00')
36.CONNECT NEW GAS METER AND SERVICE TO EXISTING GAS SERVICE LINE
AT THIS LOCATION. COORDINATE WITH GAS UTILITY COMPANY.
37.NEW GAS METER, PER GAS UTILITY COMPANY
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!
SU1.2LEGEND
SITE UTILITY PLAN -
SANITARY, WATER, GAS,
ELECTRIC, COMM.
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
ADDENDUM NO. 2 08.23.20242
TAC COMMENTS 10-14-20243
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TREE PROTECTION - PER DETAIL F/L1.2