HomeMy WebLinkAbout31_SU1.0-OVERALL SITE UTILITY PLANTBM#2 = 791.71
TBM#3 = 775.53
TBM#1 = 782.26
WTR
SAN
WTR
WTR
SAN SANWTR
SANSAN SANWTRST-106
ST-110
ST-111
ST-114
ST-113
ST-112
ST-109
ST-107
ST-105
ST-104
ST-102
ST-103
ST-108
ST-108A
UNDERGROUND
DETENTION
CHAMBERS
ST-101ST-202ST-201
STORM STRUCTURE TABLE
STR.
NO.
101
102
103
104
105
106
107
108A
108
109
110
111
112
113
114
201
202
STRUCTURE
???
Type "C" Manhole
Inlet Type "A"
Inlet Type "E"
Type "C" Manhole
Inlet Type "E"
Type "C" Manhole
Type "C" Manhole
Type "C" Manhole
Type "C" Manhole
???
Inlet Type "E"
Type "C" Manhole
Type "C" Manhole
???
???
???
CASTING TYPE
???
R-1772
R-4342
R-4215-C
R-1772
R-4215-C
R-4342
R-1772
R-1772
R-4342
???
R-4215-C
R-1772
R-1772
???
???
???
RIM
779.30
781.90
780.05
778.96
780.00
778.90
780.89
783.00
784.24
780.80
778.89
778.56
780.44
780.17
777.33
783.03
782.30
INCOMING PIPE DATA
(DIRECTION) [FROM STR]
15" HDPE Pipe 776.96 (S) [101]
15" HDPE Pipe 776.77 (W) [102]
12" HDPE Pipe 776.77 (S) [103]
18" HDPE Pipe 776.25 (S) [104]
12" HDPE Pipe 776.52 (N) [106]
12" HDPE Pipe 778.40 (S) [108A]
12" HDPE Pipe 776.14 (W) [107]
15" HDPE Pipe 777.99 (SW) [108]
12" HDPE Pipe 776.76 (E) [110]
18" HDPE Pipe 775.91 (S) [105]
15" HDPE Pipe 775.91 (W) [109]
12" HDPE Pipe 775.91 (N) [111]
24" HDPE Pipe 775.23 (W) [112]
24" HDPE Pipe 775.00 (W) [113]
12" HDPE Pipe 781.17 (W) [201]
OUTGOING PIPE DATA
(DIRECTION) [TO STR]
15" HDPE Pipe 777.83 (N) [102]
15" HDPE Pipe 776.86 (E) [104]
12" HDPE Pipe 777.10 (N) [104]
18" HDPE Pipe 776.67 (N) [105]
18" HDPE Pipe 776.15 (N) [112]
12" HDPE Pipe 776.69 (S) [107]
12" HDPE Pipe 776.42 (E) [109]
12" HDPE Pipe 778.50 (N) [108]
15" HDPE Pipe 778.40 (NE) [109]
15" HDPE Pipe 776.04 (E) [112]
12" HDPE Pipe 777.76 (W) [111]
12" HDPE Pipe 776.66 (S) [112]
24" HDPE Pipe 775.81 (E) [113]
24" HDPE Pipe 775.13 (E) [114]
12" HDPE Pipe 781.90 (E) [202]
OUTGOING
PIPE L.F.
290'
29'
108'
143'
80'
57'
93'
18'
136'
46'
32'
65'
193'
42'
44'
OUTGOING
PIPE SIZE
15" HDPE Pipe
15" HDPE Pipe
12" HDPE Pipe
18" HDPE Pipe
18" HDPE Pipe
12" HDPE Pipe
12" HDPE Pipe
12" HDPE Pipe
15" HDPE Pipe
15" HDPE Pipe
12" HDPE Pipe
12" HDPE Pipe
24" HDPE Pipe
24" HDPE Pipe
12" HDPE Pipe
OUTGOING
GRADE
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.57%
0.30%
0.30%
3.13%
1.16%
0.30%
0.30%
1.65%
CONNECT TO
STR.
102
104
104
105
112
107
109
108
109
112
111
112
113
114
202
REMARKS
End Section - -
End Section - -
Aquaswirl XC-7 Per Manufacturer
End Section - -
ACO Trench Drain Per Manufacturer
End Section -
End Section -
-
-
ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTE DRAINS TO WATERWAYS"
ARCHITECT
Carmel Clay Schools
CONSULTANT
Construction Documents
WWW.FHAI.COM317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
5201 East Main Street
Carmel, Indiana 46033
CARMEL HARTMAN
FIELD IMPROVEMENTS
PROJECT NUMBER: 220127.00
PROJECT ISSUE DATE: May 12, 2021
DRAWN BY: HHW
WWW.TLF-ENGINEERS.COM317-334-1500
3901 W 86TH ST #200, INDIANAPOLIS, IN 46268
REV.
NO. DESCRIPTION DATE
SU1.0
OVERALL SITE UTILITY PLAN
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
UTILITY PLAN LEGEND
PROPOSED 2" PVC WATER LINE
PROPOSED 8" PVC SANITARY SEWER PIPE
WTR
SAN
60 1800 60 120
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'sbelow.
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 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.
9. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE OR
RELOCATE ANY EXISTING UTILITY LINES WHICH INTERFERE WITH
NEW STORM SEWER INSTALLATION.
GENERAL NOTES
08/19/21