HomeMy WebLinkAbout098-95 SP Trails at Avian Glen Sec 9 & 10 Storm Sewer.9T C.=773.24 T.C.=773.24
NEENAH COWAC1ID NEENAH
R -350'-N GRANULAR R -3501-N
12' IN KE 0 770.76-, WKFIL
77C+. 26
77C.20�\�
773.89 y71.17
770.51 770.64
0 i
36' OUT SE. 0 768.70 / r- n ,,.
rw N v7 U z i
3G' IN S.W. 0 768.70 � v7 1^ {
N
i W o z
O 0
g +
N0+00 Ir SAK 0 7W o t 1-00
NOTE # 1
40' OF 12' RCP 0 0.30 ?G
I.E. • STR.# 711 = 770.76
I.E. • STR III 712 - 770.88
GRAN. BACKFILL REO'D.
T.C.=773.5
NEENAH
R-3359
O
-DATUM 760
PROFILE ONE
STA. 0+C0
= 2+40 PLAN ONE, SHEET C702
SHALLOW M.H., STR.# 703
321
STA. 0+16
SHALLOW M.H., STR.# 71-
SEE
1"SEE NOTE # THIS SHEET
/ e
STA. 1+20
7-YPE "A" INLET
STR, # 774
PLAN ONE
STR.# 703, STR. #'S 711,713 & 774
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.) /
-
15' IN N W. 0 770.58- I I
�j J771.30
770.83
J_ \ 136' OF 12' RCF 0 0.35%
/ C7
U N_ M.
30' OUT S.E. 0 769.33Ln
/ 8
30' IN SW 0 769.'3-, : L
3 a -
O W O I
J
11 If DATUM 760 +
0+00 '+�C
STA. 1+36
TYPE "A" INL=T
STR. # 716
coopet�S
�
a
OR/ wk
/
C�.
T.C.=773.9
NEENAH
/ R-4'42
PROFILE TWO
T.C.=774.25 T.C.=774.27
NEENAH NEENAH
R -3501-N R -3501-N
C. A.
STR. # 712
0011PACTm
•
S.,D.,L.E., & U.E.
TYPE "A" INLET
O
NEENAH R -3501--N
rn O
T. C. = 773.31
R -3501-N
-
_
�
STA. 0+64
/
BOX INLET
I �
STR. # 713
STA. 1+20
7-YPE "A" INLET
STR, # 774
PLAN ONE
STR.# 703, STR. #'S 711,713 & 774
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.) /
-
15' IN N W. 0 770.58- I I
�j J771.30
770.83
J_ \ 136' OF 12' RCF 0 0.35%
/ C7
U N_ M.
30' OUT S.E. 0 769.33Ln
/ 8
30' IN SW 0 769.'3-, : L
3 a -
O W O I
J
11 If DATUM 760 +
0+00 '+�C
STA. 1+36
TYPE "A" INL=T
STR. # 716
coopet�S
�
a
OR/ wk
/
C�.
T.C.=773.9
NEENAH
/ R-4'42
PROFILE TWO
T.C.=774.25 T.C.=774.27
NEENAH NEENAH
R -3501-N R -3501-N
PROFILE THREE
NOTES:
1. FIELD .ADJUSTMENT BY ENGINEER MAY BE REQUIRED AT ALL OUTFALL POINTS TO
INSURE -"ROPER 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. A_L STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS AND PIPE CONNECTIONS
WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED.
4. OCCUPA71ONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR
EXCAVATIONS; FINA'- 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.
10, _
PLAN TWO
STR.# 704 & 718
STA. 0+00
I
3+68 PLAN ONE, SHT C702
/ SHALLOW M.H., STR.# 704
3' 322
STA, 0+16
325
323 B0X INLET
o. �\ // STR. # 714
324
20' D. & U.E.cS
f
A yjt
AMENITY AREA
ti
P R/V e14 4 l
Cq cE
288
287
STA. 0+56
BO>' INLET
STR # 715
PLAN THREE
STR.# 704, STR.# 714 & 715
315
STR.# 719
TYPE "A" INLET
NEENAH R -3501-N
T.C. = 776.54
MANHOLE, STR.# 706 - _-
326 /
/
r /
306
1�
STA. 0-+-56
TYPE "A" INLET
STR. # 718
PLAN FOUR
STR.# 706, STR.# 717 & 718
T.C=776.47
0011PACTm
•
770.58
NEENAHammommummomm^
O
t�tANiJLAR
BAOCFLL
tom.)
rn O
12' IN S.E. 0 770.83
R -3501-N
-
_
�
w
R -3501-N
12' IN N.W. 0 773.07
I �
-
� I
t`
-770 88
n 0.74l
L x
O
7 72. 7
O U -
8
174.85
30' OUT S.E. 0 769.33�+ �
o
773.07
O
_
30' IN S.W. 0 769.33an
Z
Ln l+J
H
ooZ
�
W
30' OUT S.E. 0 770.77
g;+
c-
ao
DATUM 760
O
�
+
A'0+00
27' IN S.W- 0 770.77 0In
ammili
0+00
N
Li
-lj>
PROFILE THREE
NOTES:
1. FIELD .ADJUSTMENT BY ENGINEER MAY BE REQUIRED AT ALL OUTFALL POINTS TO
INSURE -"ROPER 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. A_L STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS AND PIPE CONNECTIONS
WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED.
4. OCCUPA71ONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR
EXCAVATIONS; FINA'- 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.
10, _
PLAN TWO
STR.# 704 & 718
STA. 0+00
I
3+68 PLAN ONE, SHT C702
/ SHALLOW M.H., STR.# 704
3' 322
STA, 0+16
325
323 B0X INLET
o. �\ // STR. # 714
324
20' D. & U.E.cS
f
A yjt
AMENITY AREA
ti
P R/V e14 4 l
Cq cE
288
287
STA. 0+56
BO>' INLET
STR # 715
PLAN THREE
STR.# 704, STR.# 714 & 715
315
STR.# 719
TYPE "A" INLET
NEENAH R -3501-N
T.C. = 776.54
MANHOLE, STR.# 706 - _-
326 /
/
r /
306
1�
STA. 0-+-56
TYPE "A" INLET
STR. # 718
PLAN FOUR
STR.# 706, STR.# 717 & 718
T.C=776.47
•
T.0=776.50
NEENAHammommummomm^
O
rn O
NEENAH�
R -3501-N
-
_
�
w
R -3501-N
12' IN N.W. 0 773.07
I �
L0
� I
t`
772.82
Ir
L x
O
7 72. 7
O U -
174.85
773.07
_
�e
M
o
30' OUT S.E. 0 770.77
0
c-
ao
O
�
27' IN S.W- 0 770.77 0In
g
Li
-lj>
to
. O
=
J v4%
i
3
x
(D CC
d
pQj Z
WW
+ N
+
DATUM 760
O+OC
STA. 0+16
BOX INLET, STR.# 717
SEE NOTE # 2, THIS SHEET
6" SSD CONT. (TYP.')
305
NOTE 12
40' OF 12' RCP 0 1.00 X
I.E. 0 STR.# 717 = 773.07
I.E. 0 STR.# 719 = 773.47
GRAN BACKFILL REO'D.
PROFILE FOUR
DON'T •EZ
DIG
BLIND
y
1-800-382-554.4
CALL TOLL FREE
1-800-428-5200
FOR CAI -L5 OtTSIJE OF INCIANA
CAUTION:
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. ( including,
but not Iim►ted to, monholes,inlets vaives, &
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EMSTING UNDERGROUND UTIU11ES
FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE
OR FCR WHICH NO ABOVE GROUND EVIDENCE WAS
OBSERVED. THE EXACT LOCATIONS CF SAID
EXISTHVG UNDERGROUND UTIUTIES SHOULD
BE VERIFIED BY THE CONTRACTOR PRIOR
TO ANY AND ALL CONSTRUCTION,
U
•
o
O
rn O
N r0
1 �
�
w
L0 uo
I �
L0
� I
t`
U_ pe)
L x
O
O U -
0
N
o
LLI N
0 Q
y... Z
V) Q
N Z
CIO
J
I Q D-
LLI z
tt) _Q
1 � Z