HomeMy WebLinkAbout098-95 SP Trails at Avian Glen Sec 9 & 10 Storm Sewer.10n.
I
COMPACTED
GRANULAR
BACKRLL
i hp-) -
kI
�O V
6" SSD CONT. (T YP. )
304
STA. O+CO
11+04 PLAN ONE, SHT. C702
SHALLOW M.H., STR.# 707
T.C. =779.0
N�E�
R -1772—A
773.31 1 77
fLe
T.C.=771162
N AAH
R -3501—N
T.C.=779.2
4EENAH
R -1772—A
PROPDSED GRADE (TYR)
T,C.=778.62
NEENAH
R -3601—N
EXISTING GRADE (TYR)
------------------------
12• M E kST • 775.48 W2-771493 774.73
J
240' OF 21' RCP • 0.59%
N
+
" DATUM 760
2+00 3+x 4-x
PROFILE ONE
S.,D..LE. & U.E.
PARK
STA. 2+24
STR. # 708
b
T, 2.E5
dp
224' OF 24' RCP 0 0.29%
51
W5
C:)
N
OU
L4 ~
z
U-
W
Q
c
N
O
CA B• SAN. •769.9 t
c
n
0+00
1+30
kI
�O V
6" SSD CONT. (T YP. )
304
STA. O+CO
11+04 PLAN ONE, SHT. C702
SHALLOW M.H., STR.# 707
T.C. =779.0
N�E�
R -1772—A
773.31 1 77
fLe
T.C.=771162
N AAH
R -3501—N
T.C.=779.2
4EENAH
R -1772—A
PROPDSED GRADE (TYR)
T,C.=778.62
NEENAH
R -3601—N
EXISTING GRADE (TYR)
------------------------
12• M E kST • 775.48 W2-771493 774.73
J
240' OF 21' RCP • 0.59%
N
+
" DATUM 760
2+00 3+x 4-x
PROFILE ONE
S.,D..LE. & U.E.
PARK
STA. 2+24
STR. # 708
5+00 5+00
V
co
N
r—
V)
C..)
z�
Lit
STA. 1+28
347 TYPE "A" INLET
/ STR. # 710
348
CL 1
STR. # 725
PLAN ONE
STR.# 707 - 709, STR.# 724 - 726
342
341
t� a c1 iL
EXISTING GRADE (TYP.)
III '
21• IN N.W. a '74.73 i I
_ J -776.50
77
P 0
r o
ccr n
(WJ • M�
4/ ^
C/S _ (y
2 M ! N
m
cocli+
I
DATUM 760
0+00 1+Q�
PROFILE TWO
NOTES:
T.C.=780.1
N_EEVA�
R-4342
f8• N N.N. • 77203
T.C.= 778.47
0-00 1+00 2-00 3 -'JO 4+00
1. FIELD ADJUSTMENT B Y 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 FINISHED.
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.
PLAN TWO
STR.# 709 & 710
6" SSD CONT. (TYP,)
STA. 4+64
353
= O+OC PLAN TWO, THIS SHT,
SHALLOW M.N, STR.# 709
333
a
1
STA, 0+00 /
5+00 PLAN ONE, SHT. C701
SHALLOW M.H,, STR.# 732
STA. 6+62
PIPE END W/ END SEC.
STR. # 726
PROFILE THREE
STA. 3+92
BOX INLET
STR. # 734
PLAN THREE,
STR.# 732 - 735
'HOLEY HOLEY
DON'T sEz:
DIG
BLIND
1-800-382-5544
CALL TOLL REE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
STA. 3+ 76
BOX INLET
STIR. # 733
T C.=778.50
NEENAH
R -3501—N
MMPACTED
GRAS"
BACKFLL
(TYP-)
75.51
t
6" SSD CONT. (TYP.)
\� 349
STA, 4+36
TYPE "A" INLET
STR. # 735
CAUTION:
�OCA� OF ALL U151ING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE ( Including,
but not Iirnited to, morhoiminiete,volves, &
moria mode upon the grouna by othom) AND
ARE SPECULATIVE IN NATURE THERE MAr ALSO
BE 07?4ER EXISTING UNDERGROUND JTTJTIES
FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE
OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS
OBSERVED, THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND U'ILITIES SHOULD
BE VERIFIED BY THE CONTRACTOR PRIOR
TO ANY AND ALL CONSTRUCTION.
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00
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CA B• SAN. •769.9 t
CD
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5+00 5+00
V
co
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Lit
STA. 1+28
347 TYPE "A" INLET
/ STR. # 710
348
CL 1
STR. # 725
PLAN ONE
STR.# 707 - 709, STR.# 724 - 726
342
341
t� a c1 iL
EXISTING GRADE (TYP.)
III '
21• IN N.W. a '74.73 i I
_ J -776.50
77
P 0
r o
ccr n
(WJ • M�
4/ ^
C/S _ (y
2 M ! N
m
cocli+
I
DATUM 760
0+00 1+Q�
PROFILE TWO
NOTES:
T.C.=780.1
N_EEVA�
R-4342
f8• N N.N. • 77203
T.C.= 778.47
0-00 1+00 2-00 3 -'JO 4+00
1. FIELD ADJUSTMENT B Y 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 FINISHED.
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.
PLAN TWO
STR.# 709 & 710
6" SSD CONT. (TYP,)
STA. 4+64
353
= O+OC PLAN TWO, THIS SHT,
SHALLOW M.N, STR.# 709
333
a
1
STA, 0+00 /
5+00 PLAN ONE, SHT. C701
SHALLOW M.H,, STR.# 732
STA. 6+62
PIPE END W/ END SEC.
STR. # 726
PROFILE THREE
STA. 3+92
BOX INLET
STR. # 734
PLAN THREE,
STR.# 732 - 735
'HOLEY HOLEY
DON'T sEz:
DIG
BLIND
1-800-382-5544
CALL TOLL REE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
STA. 3+ 76
BOX INLET
STIR. # 733
T C.=778.50
NEENAH
R -3501—N
MMPACTED
GRAS"
BACKFLL
(TYP-)
75.51
t
6" SSD CONT. (TYP.)
\� 349
STA, 4+36
TYPE "A" INLET
STR. # 735
CAUTION:
�OCA� OF ALL U151ING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE ( Including,
but not Iirnited to, morhoiminiete,volves, &
moria mode upon the grouna by othom) AND
ARE SPECULATIVE IN NATURE THERE MAr ALSO
BE 07?4ER EXISTING UNDERGROUND JTTJTIES
FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE
OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS
OBSERVED, THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND U'ILITIES SHOULD
BE VERIFIED BY THE CONTRACTOR PRIOR
TO ANY AND ALL CONSTRUCTION.
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N
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