HomeMy WebLinkAbout098-95 SP Trails at Avian Glen Sec 9 & 10 Storm Sewer.8PROPOSED GRAD_ (TYP.)
N.P. EID = 768.0 t
76e.ao
NEENAH
NEENAH
T.C.=778.2 R-3501 -N
R -3501-N
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RIP -RAP (TYR) -%�
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STA. 0+00
POND # 2
NORMAL P00L ELEr. = 768.0 t
T. C.=777.71
/(
T. C. =777.71
NEENAH
NEENAH
T.C.=778.2 R-3501 -N
R -3501-N
NEENAH
j
R-1 772-A
T.C.=774.0 T.C.=774, 7
NEENAH N
T.C.=774.3 R -1772-A R -1772-A \
NEENAH \
R-1772- A
t t
COMPACTED '
GRAN" , \
BAC4111
IN N.•. • 7X56--
18' N N.E. • 770.20
T.C.=775.8 T.C.=776.8 �- EXISTING GRADE (TYR)
NEENAH NEENAH
R-1 772-A R -1772-A
15' IN N.W. • 770.58
12' I SE • 770.83 n i
76933 769.33
768.42 768.42 768.70 768 70
O h
N h V a
' 0
144' OF 36' RCP 0 0.298 i 0
V) �
aI -
p0 !II = � cr-
h �ccpp I
B" SAN. • 753.5 -' a
+i E C ct�
as a
g +
+ C7
1-0c 2+OC 3 -OC 4-00
S7,4. 1+44
SHALLOW M.H
�- # 702
320 1
�'0,`
PIPE END 'W7 END SEC.
STR. # 701 /
321 /
_o
STA. 2+4C
0+00 PLAN ONE, SHT. C703
SHALLOW M,H„ STR.# 703 all
C. A.
S.,D.,L.E , & U.E
0
NOTES:
770.77 770.77
770.07 770.07
376' OF 27" RCP 0 0.50%
0
' 176' OF 30' RCP 0 0.40% U
fn3:9
� v7
DATU-41 760
5-1-00 6-00 7-X. 8+00 94-00 10+00
PROFILE ONE
1. FIELD ADJUSTMENT BY ENGINEER MAY BE REQUIRED AT ALL OUTFALL POINTS TO
INSURE PRaPER 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.
.s
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 RESPONSIBIU*rY OF THE CONTRACTOR TO COMPLY WITH THE
ABOVE STATED REQUIREMENTS,
C(Do) Rc
� pR�yHAWk STA. 7+28
= 0+00 PLAN FOUR SHT. C703
,
STA. 11+04
011111111111111
0+00 PLAN ONE, SHT. C7
SHALLOW M.H., STR.# 707 \ �
327 �\
/
327 /
/
1�
1
15' N N.W. • 77058
f;
774.37 774.70 '74 85
----------------
7,73.50
772.65
Jim
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h d 0 h
ov I i7
2
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goLO O
a. C4 +
8 +
:7-
11+00 12+00
329
STA. 11+64
GR�B� SHALLOW M.H.
�P \ STR. # 721
6" SSD CONT. (TYP.)
SHALLOW M.H., STR.# 706
� STA. 3+68 �
30' 326
PARK
88 ;5� � � = 0+00 PLAN TWO & / /o � � / -- 5 � \
/ THREE, SHT. C703
SHALLOW M.H. , STR.# 704 /
322
/ 323 � / � F•- / � �Pa �
325
&3 3 4
E
324 J
1 5 des..__ a \ � -/ s.1,• /
�' 7'
AMENITY AREA
STA. 11+20 STR.# 723
305
SHALLOW M.H. TYPE "A" INLET
STR. # 720 NEENAH R -3501-N
306 SEE NCTE # 1, THIS SHEET T.C. = 777.71
00\0-
315 wP
T.C.=777,71
NEENAH
..
R -3501-N
STA, 12+08
SHALLOW M.H.
STIR. # 722
NOTE 1 1
44' OF 15' RCP 0 0.30 %
I.E. 0 STR.# 720 = 774.66
LE 0 STR.# 723 = 774,7S
GRAN BACKFILL RE0'D.
I 288 7 'HOLEY MOLEY' CAUTION:
l
STA, 5+52
SHALLOW M.H.
STIR. # 705
":
PLAN ONE
STR.# 701 - 707, STR.# 720,721 & 722
DON'T
DIG
BLIND
1-800-382-5544
'ALL TOLL FREE
1-800-428-5200
FCR CALLS OUTSM OF INDIAlMA
LOCA11® ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. ( Including,
but not limited to, manholes,inlet s,voives, do
rnarxs mode upon the ground by others.) AND
ARE SPECJLATiVE IN NATURE. THERE MAY ALSO
BE OTHER EXISTING UNDERGROUND UTILITIES
FOR WHICH THERE: IS NO ABOVE GROUND EVIDENCE
OR zOR 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.
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