HomeMy WebLinkAbout098-95 SP Trails at Avian Glen Sec 9 & 10 Storm Sewer.11iii
EXISTING GRADE (TYP.)
T.C.=78224_ T.C.=78-Z23
� NEENAH NE1p11upuuul,,
T.C.=778.06 C
NEENAH T.C.�7 T.C.=780.27 T.C.=778.39
R -3501-N - R -35(1-N ENAH NEENAH (2)�,
PROPOSED GRADE �TYP.) NE/10�
� R -3501-N R -3501-N R -3501-,N R -3501-N
PROPOSED GRADE (T" P.)
/ T.C.=775.5 =
oaWAcro NEENAH
BACKxaR PROPOSED GRADE (TYPFIU..) -� R-4342 ,
EXlS'1NG GRADE TYF,'NO 49
N_0. ELEV. = T?&� t 778.67 7 8.92 779.09 �.Iil ttltl 111
77e ! I I I
COMPACTED 1 I I
- rre j EXISTING GRADE iYz).) I 1
0
RIP -RAP TYP. r- ' o I (rTP.) 1 t2' sw • 774 84
( ) �J ® a , \ _ I ---- 771.20 lIrINsw •rn.63
!.t'� 774.59
( v z ____ -_---- ,� jTtSOl1� 1743' -
j _ = �-- -t`
C1 f `� >rc �`' J 773-13
771.50 1.63 1.88 L 7-72.13
176' OF 18' RCP 0 1.40X 6 (/}
I .5C 00 0 - Z
c `152'OF15'RCP 00.66% O
�- REE r`
to
j, =00L" 1 200. OF 24' RCP 0 0.50% w L? ' :2CD r-
kn r-
N
Uj PIE
z 8' SAN. • K&4 i Iz 0 w z g • � S tY
I o c� < o to i; Xo "' ? W
r W V- J Q
CL
I 1E
! S + + N O cv
DATUM 760d �
DATUM 760 DATUM 760
n+0) '+ C 0+00 ?+00 2+00 3+00 4+00
0+00 l+x
STR.# 777
PIPE END W/ END SE
RIP RAP OUTLET
SEE NOTE # 1
----- , Ex II
�I
iiia I
NOTE # 1
12' OF 15' RCP 00.&0%
I.E. 0 EX PIPE END = 778.0 t
I.E. 0 STR.# 777 = 778.!C
GRAN BACKFILL REO'D.
PROFILE TWO
STA. 0+96
BOX INLET
STR.# 753
SEE NOTE # 2
W
0
r
1
1
1 � _
Y
POND # 3
NORMAL POOL ELEV. = 778.0 f '�
PLAN ONE
EX STRUCTURE & STR.# 777
( NO PROFILE SHOWN )
I
STA 0+00
PIPE END W/ END SEC.
STR. # 752
1". . - - - -
PLAN TWO
STR.# 752 -- 754
NOTES:
PROFILE THREE
1. FIELD ADJUSTMENT BY ENGINEER MAY BE REQUIRED AT ALL OUTFALL POINTS TO
INSURE PROPER OUTFALL CONDIT10NS.
Z ALL STORM DRAINAGE STRUCTURES (IE: MANH01_ES. CURB INLETS) SHALL HAVE
POURED FLOW LINES AND BENCH WALLS. THE FLOW UNES 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, -ROWELED SMOOTH AND BRUSH FINISHED.
4. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR
EXCAVATIONS, FINAL RULE 29 CFR PART 1926, SUBPART 'P" APPUES TO ALL
EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
4
5. !N 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
ABO' E ST94TEC REQUIREMENTS.
STA. 1+52
/ BOX NLET
STR ## 754
345
!I
4- _
LU W
� U
Q
CL
Y
NOTE 12
48' OF 12" RCP 0 0.35 X
I.E 0 STR./ 753 = 778.92
t E. 0 STR 1 755 = 779.09
GRAN. SACKFIL REO'D.
STR.# 755
TYPE "A" INLET
NEENAH R -3501-N
T.C. = 782.16
STA. 1+52 ,\ '
TYPE "A" INLET
STIR. # 767
294
PROFILE FOUR
STA. 2+00
MANHCLE
STR.# 765 \ =N \�
STA. C-00 /
PIPE END W/ END SEC.
STR. ## 764
272
273...
STA. 2+30
MANHOLE
STR.# 766
= 0--00 PLAN THREE, THIS SHT.
295
296
liv
NEENAN
TYPE
USC
A
a
1022-1 NO
R -1772-A
MAWOLC
GRADED AREAS
24'
24-
1022-3 NO
4-1772-C
YAN►1M[
TRArM AREAS
24'
24'
7690 -mi
4-3501-N
RML
LOW POINTS
24"
24-
7495 -LH -P"
R-3WI-TL-TR
RML CLIRS
FLOW LErT OR P1C11
25"
27'
6459
R-4342
DITCH CRATE
SWALES 1
23"
23"
SEE STORM INFORMATION FOR CASTING
,,- PAVEMENT --\
•
PLAN FOUR
STR.# 766 & 767
NOTE # 3
40' OF 12' RCP 0 0.40 %
I.E. 0 STR.# 768 = 774.84
LE. 0 STR.# 770 = 775.00
GRAN. BACKFILL REQ'D.
274
STR.# 770
TYPE "A" INLET
NEENAH R -3501-N
T.C. = 778.06
PLAN THREE
STR.# 764 - 766, STR,## 768 & 769
STA. 4+06
DBL. BOX INLET
STR.# 768
SEE NOTE ## 3
a
0
e
U
C�
0
0
J
N
q N
o•
Ljj
F= IV
C;6 J
O L;
os
tr Q
N
C� Q
tL _
w W
STA. 4+46 W
TYPE "A" INLET Q
STR. ## 769cr-
o $
� O
DONT1 S 141011 -Y moll Y, cAurloN:
fZ _OCA- TON OF ALL EXISTING. UNDERGROUND I` --
DIG UTILITIES SHO*N CN THIS PLAN ARE BASED U (�
BLIND JPON ABOVE GROUND EVIDENCE. ( includirg, 7 �- 3
Out not Omfted to, manholMinleta,valYes, $ _
marks mode upon the ground by others.) AND [� ARE SPECULATIVE IN NATUP.E. THERE MAY ALSO
3E OTHER EXISTING UNDERGROUND UTILMES
p n FOR WHICH THERE IS NC ABOVE GROUND EVIDENCE
DR FOR WHICH NO ABOVE GROUND EVIDENCE
1-800-382- OBSERVEDE EYACT LOCATIONS OF SAID WAS SHEET
CA -L TOLL FREE EXISTING UNDERGROUND UTILITIES SHOU'-D
1-800-428-52W BE VERIFIED BY THE CONTRACTOR PRIOR G 7 0 5
FOR CALLS OUTSIDE OF INDIANA TO ANY AND ALL CONSTRUCTION.