HomeMy WebLinkAbout33_SU1.02-SITE UTILITY PLAN-SOUTHWESTMATCH LINE (NORTH/SOUTH)
CONNECTION TO
EXISTING WATER LINE
WTR
SAN SAN
ST-102
RIM. = 782.00'
INV. 776.98 (S)
INV. 776.88 (NE)
ST-104
RIM. = 781.09'
INV. 776.77 (SW)
INV. 776.77 (S)
INV. 776.67 (N)
ST-103
RIM. = 780.57'
INV. 777.10 (N)
ST-101
INV. 777.79 (N)
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2
398 L.F. OF 6" PERFORATED
PVC @ 0.50% MIN. SLOPE
11
11
INV. = 783.65 (6" PER. PVC)
INV. = 783.65 (6" PER. PVC)
INV. = 780.46(6" PER. PVC)
109 L.F. OF 6" PERFORATED
PVC @ 0.50% MIN. SLOPE
INV. = 781.00 (6" PER. PVC)
298 L.F. OF 12" PERFORATED
PVC @ 0.50% MIN. SLOPE
385 L.F. OF 12" PERFORATED
PVC @ 0.50% MIN. SLOPE
11
356 L.F. OF 6" PERFORATED
PVC @ 0.50% MIN. SLOPE
INV. = 781.87 (6" PER. PVC)
INV. = 781.62 (12" PER. PVC)
INV. = 779.70 (12" PER. PVC)
INV. = 781.19 (12" PER. PVC)
UNDERGROUND DETENTION CHAMBERS (SC-740)
CHAMBER AREA = 196' x 102'
MINIMUM FINISH GRADE ELEV. = 783.00
TOP OF STONE = 782.50
TOP OF CHAMBERS = 781.50
BOTTOM OF CHAMBERS = 779.00
BOTTOM OF STONE = 778.50
21 ROWS OF 27 CHAMBERS = 47,355 CFT.
INV. 778.50 (N)6
WTR
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! SU1.02
SITE UTILITY PLAN - SOUTHWEST
CONSULTANT
CARMEL CLAY SCHOOLS
WWW.FHAI.COM
ARCHITECT
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.
CARMEL HIGH
SCHOOL
5201 E MAIN STREET
CARMEL, IN 46033
HARTMAN FIELD
IMPROVEMENTS
NOT FOR CONSTRUCTIONTAC SUBMITTAL
REV.
NO.DESCRIPTION DATE
TAC SUBMITTAL 02/17/2021A
PROJECT NUMBER: 220127.00
PROJECT ISSUE DATE: 02/17/2021
DRAWN BY: HHW
PROJECT
220127.00
WWW.TLF-ENGINEERS.COM317-334-1500
3901 W 86TH ST #200, INDIANAPOLIS, IN 46268
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 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
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.
STORM SEWER NOTE
30 9003060
1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE
PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. 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 G2.1 FOR GRADING PLAN.
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.
7.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.
8.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.
GENERAL NOTES
UTILITY KEYNOTES
1.PROPOSED 12" HDPE STORM SEWER PIPE
2.PROPOSED 15" HDPE STORM SEWER PIPE
3.PROPOSED 18" HDPE STORM SEWER PIPE
4.PROPOSED 24" HDPE STORM SEWER PIPE
5.PROPOSED STORM FLARED END SECTION
6.PROPOSED STORM MANHOLE
7.PROPOSED STORM INLET
8.PROPOSED STORM TRENCH DRAIN
9.PROPOSED MECHANICAL STORMWATER QUALITY BMP
10.PROPOSED 4" PVC UNDERDRAIN
11.PROPOSED 6" PVC PERIMETER DRAIN @ 0.5%
12.PROPOSED 12" PVC PERIMETER DRAIN @ 0.5%
13.CONNECT FORCE MAIN TO EXISTING SANITARY MANHOLE
14.390 LF OF 2" WATER LINE
15.SANITARY LIFT STATION - SEE DETAIL 4 ON SHEET P3.01
16.424 LF OF SANITARY FORCE MAIN - SEE PLUMBING PLAN FOR
SIZE
17.EXISTING WATER LINE - PER RECORD DRAWINGS
18.EXISTING SANITARY LINE - PER RECORD DRAWINGS
UTILITY PLAN LEGEND
PROPOSED 2" PVC WATER LINE
PROPOSED 8" PVC SANITARY SEWER PIPE
PROPOSED STORM SEWER PIPE
WTR
SAN
ST