HomeMy WebLinkAboutSU1.1_Utility Plan NorthTBM#4 = 810.78
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
TBM#4 = 810.78
FH1
FH2
FH3
ST-302
RIM. = 828.09'
INV. 823.49 (N)
ST-202
RIM. = 824.34'
INV. 820.34 (S)
INV. 818.84 (E)
INV. 820.34 (N)
ST-203
RIM. = 823.45'
INV. 818.74 (W)
INV. 818.74 (E)
ST-303
RIM. = 825.68'
INV. 820.97 (E)
INV. 820.57 (NE)
INV. 821.97 (S)
INV. 822.38 (W)ST-402
RIM. = 824.31'
INV. 820.33 (S)
INV. 820.23 (E)
ST-301
RIM. = 825.08'
INV. 821.39 (W)
ST-104
RIM. = 823.73'
INV. 815.32 (S)
INV. 815.22 (N)
ST-304
RIM. = 823.67'
INV. 819.62 (E)
ST-105
RIM. = 824.37'
INV. 814.95 (S)
INV. 814.85 (W)
ST-306
RIM. = 823.40'
INV. 814.10 (E)
INV. 809.85 (N)
INV. 815.35 (SW)
INV. 819.55 (W)
INV. 809.85 (S)
ST-502
RIM. = 818.88'
INV. 809.60 (S)
INV. 809.50 (N)
INV. 812.38 (E)
ST-403
RIM. = 822.46'
INV. 818.77 (S)
3
3
3
7
7
4
19
19
1
2
19
19
17
17
9
9
2
8
8
8
18
18
18
18
18
18
18
18
18
18
12
ST-404
RIM. = 823.76'
INV. 818.64 (N)
INV. 818.54 (W)
6" SAN. LATERAL
INV.= 825.23
6" SAN. LATERAL
INV.= 825.39
1
SAN-2
SAN. MANHOLE
RIM. = 827.45'
INV. 817.05 (NW)
INV. 817.25 (S)
INV. 818.95 (SE)
SAN-1
SAN. DROP MANHOLE
DOGHOUSE CONNECTION
RIM. = 827.41'
INV. 816.39 (SE)
INV. 811.61 (N)
INV. 811.61 (S)
ST-501
RIM. = 823.27'
INV. 812.00 (E)
INV. 812.00 (N)
ST-500 OUT
INV. 812.00 (W)
ST-500 IN
INV. 816.50 (S)
ST-406
RIM. = 823.54'
INV. 816.53 (S)
INV. 816.53 (N)ST-405
RIM. = 823.76'
INV. 819.96 (W)
INV. 816.56 (N)
INV. 818.36 (E)
7
7
2
23
STORMTRAP
UNDERGROUND
DETENTION SYSTEM
8
24
24
24
24
24
3
25
17
2
26
21
27
20 6002040
SU1.1
UTILITY PLAN - NORTH
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 11.17.2021
REGULATORY REVIEW
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO.DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
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 THE SURVEYOR. 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.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5.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.
6.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.
7.REFER TO UTILITY DETAILS ON SHEETS SU2.1, SU2.2, SU2.3,
SU2.4, SU2.5 AND SU2.6
8.REFER TO STORM STRUCTURE TABLE ON SHEET SU2.3
GENERAL NOTES
UTILITY KEYNOTES
1.10" PVC SANITARY LATERAL @ 1.50% MIN. SLOPE
2.PROPOSED CLEANOUT
3.8" FIRE PROTECTION LINE @ 5' MIN. DEPTH
4.CONNECT 8" FIRE PROTECTION LINE TO EXISTING WATER/FIRE
PROTECTION LINE
5.PRE-CAST CONC. VAULT WITH PIV, FDC, DOUBLE CHECK VALVE FOR
FIRE PROTECTION AND WATER METER FOR DOMESTIC WATER SERVICE
6.PROPOSED WATER VALVE
7.CONNECT EXIST. STORM SEWER PIPE(S) TO NEW STORM STRUCTURE.
8.DOWNSPOUT BOOT. CONNECT TO STORM SEWER MAINLINE WITH WYE
CONNECTION.
9.6" PVC ROOF DRAIN (COORDINATE LOCATION WITH M.E.P. PLANS)
10.8" PVC ROOF DRAIN (COORDINATE LOCATION WITH M.E.P. PLANS)
11.EXISTING LIFT STATION
12.DRY SYSTEM FIRE PROTECTION (COORDINATE WITH M.E.P. PLANS)
13.PROPOSED NATURAL GAS LINE
14.NATURAL GAS SERVICE AND METER (COORDINATE WITH M.E.P. PLANS)
15.4" DOMESTIC WATER SERVICE (COORDINATE WITH M.E.P. PLANS)
16.6" FIRE PROTECTION SERVICE (COORDINATE WITH M.E.P. PLANS)
17.PROPOSED 6" FIRE HYDRANT AND VALVE ASSEMBLY
18.PROPOSED LIGHT POLE
19.PROPOSED LIGHT BOLLARD
20.10" DUCTILE IRON PIPE @ 2.0% SLOPE FROM EXISTING LIFT STATION
21.6" HDPE STORM LINE @ 1.0% MIN. SLOPE
22.8" HDPE STORM LINE @ 3.0% MIN. SLOPE
23.10" HDPE STORM LINE @ 1.0% MIN. SLOPE
24.PAVEMENT UNDERDRAIN
25.UNDERGROUND DETENTION SYSTEM, SEE DETAILS ON SHEET SU2.4
26.CONNECT 6" BUILDING UNDERDRAIN TO NEW 6" HDPE @ INVERT 817.98,
COORDINATE WITH M.E.P. PLANS.
27.CONNECT (CORE DRILL) 6" HDPE TO NEW MANHOLE STRUCTURE @
INVERT 817.60
UTILITY LEGEND
NEW STORM SEWER LINE
NEW FIRE PROTECTION LINE
NEW SANITARY LATERAL LINE
NEW NATURAL GAS LINE
EXISTING STORM LINE
EXISTING WATER LINE
EXISTING SANITARY LINE
EXISTING ELECTRICAL LINE
NEW UNDERDRAIN
OR