HomeMy WebLinkAbout0541.95.11E MV
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No.
930346
s STATE OF i L
CERTIFIED BY:
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EXIST. 42' RCP
IE 826.18 ±'
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DATUM ELIEV
815.00
DATE
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CD 00
0 +00
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Str :700
STA :0 +00
TC 830.00
IE IN 826.31
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STA:1 +49
TC 831.62
IE IN 827.40 N.
IE IN 827.32 E.
IE OUT 827.20
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PLAN." T'W'O
STR #702 -704
S tr :702
STA :3 +40
TC831.94
IE IN 828.46
IE OUT 828.26
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REVISIONS
1 +00 2 +00 3 +00 4 +00
PROFILE ONE
REVISIONS
PAUL I. CRIPE, INC.
7172 GRAHAM ROAD
INDIANAPOLIS, INDIANA 46250
(317) 842 -6777
Str :703.
STA :4 +12
TC831.94
IE OUT 829.00
Storm Structure Data Table - Stxrlrnary
CUED
STRUCTURE
N(")
cv)
M MM
CU
N
No. Type Depth Costing TC
ONO
ONOM
00
CO 00
00 CO
MM
Co CO
(nM
CO CO
MM
CO 00
00
REVISIONS
1 +00 2 +00 3 +00 4 +00
PROFILE ONE
REVISIONS
PAUL I. CRIPE, INC.
7172 GRAHAM ROAD
INDIANAPOLIS, INDIANA 46250
(317) 842 -6777
Str :703.
STA :4 +12
TC831.94
IE OUT 829.00
Storm Structure Data Table - Stxrlrnary
STRUCTURE
Connecting
Structure
PIPE
No. Type Depth Costing TC
Size Type Length Slope Structure
(Neenah)
Elevation
(in)
(Ft)
%
INV.E.
INV.E.
700
ST -6A 3.7 R- 1772 -A
830.00
701
21
PIPE
149
0.60%
826.31
827.20
701
ST -5 4.2 R- 3501 -N
831.62
702
18
PIPE
191
0.45%
827.40
828.26
702
ST -5 3.5 R -3405
831.94
703
12
PIPE
72
0.75%
828.46
829.00
703
ST -5 2.9 R -3405
831.94
-
-
-
-
-
829.00
-
704
ST -5 3.1 R-3501 -N
831.50
701
12
PIPE
72
1.50%
828.40
827.32
-� 12
PIPE
144
18
PIPE
191
21
PIPE
149
A
• '•
•,
DATUM ELfEV
Str: 701
STA: 0 +00
TC 831.62
IE IN 827.40 N.
IE IN 827.32 E.
IE OUT 827.20
01 • • • fte-Weing • •
iY W iY W W W W iY
815.00
V" _'
� M
N
CO
0 +00
72 LF
1,50%
12' PIPE
� M
N
CO (V,l
Str: 704
STA: 0 +72
TC 831.50
IE OUT 828.40
PROFILE TWO.
DATE: 03 -30 -1995 TINE. 14:11
DON'T
'HOLEY 1'OLEY'
SEZ:
DIG
BLIND
1 -800- 382 -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
FILE: N: \95330 \20000 \CAD \ENGR \95330071
CAS
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
GROUND EVIDENCE (including, but not limited to,
monholes, inlets, volves, and morks mode upon
the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
GROUND EVIDENCE WAS OBSERVED. THE EXACT
LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
LEGEND
EXISTING GRA
1 130 EXISTING GRADE -►9 M♦- PROPOSED GRADE
2 +00
P0,1 GRANULAR BACKFILL
NOTES:
1. FIELD ADJUSTMENT BY ENGINEER MAY BE REQUIRED AT ALL OUTFALL POINTS TO
INSURE PROPER OUTFALL CONDITIONS.
2. ALL STORM DRAINAGE STRUCTURES (IE: MANHOLES, CURB INLETS) SHALL HAVE
POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCH WALLS SHALL
BE TROWELED SMOOTH AND HAVE A BRUSHED FINISH.
3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS AND PIPE CONNECTIONS
WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED.
4, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR
EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL
EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
5. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE
DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE
ABOVE STATED REQUIREMENTS.
N
TEMPORARY BENCHMARK
CUT CROSS ON WEST MOST HEX BOLT
ON FIRE HYDRANT ON EAST SIDE OF
CUL -DE -SAC AT CHASE COURT.
• CIVIL ENGINEERING TECH SERVICES CHECK: DATE: DRAWING TITLE:
• LAND SURVEYING 3 -31 -95 STORM PLAN & PROFILES
• ARCHITECTURE SCALE:
• LAND PLANNING DATE: - 5o -95- 1 " =30'
ELEVATION = 836.31
OFF THE WALL SPORTS
DWG. TYPE FILE NUMBER SHEET:
JOB NUMBER C701
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