HomeMy WebLinkAboutSWP2702149.54
_ 2 TEMPORARY SHORING
�f
AND CRIBBING
Z / /,
(IV
C� NC)
--- N
U EXISTING BOX CUL VERT _ -�- -
I DO NOT DISTRU_B__ - - -
1 /
J S A 76`6 .31
TRANSITION SLAB
(see sheet 14)
15 -
10 -
5
i
BL END CROM �3
PC CUR VE ,
EXISTIN; ' SL OPE. STA 677* 06. 57
L t. 85.0
I
- -- _.
PT CURVE #3 Q
STA 677f 18.40
Rt. 74.28'
PC CUR VE #4
STA 677f 37.54
L t. 43.98
VA ES WINGWALL ')
16 (see sheet 11% I
-T- -��r' 0 __
t. J- 1J " CHANNEL
4R!
, moNEL STA. 6178f30.371 -
LO_w �� -
2� DO
�CLEAN OUT SlL FROM
\ < Q�- -�-___----- ALL SA KS OF 1HE BOX
01/�'T " - --- -- - O --- '�� - 6 --- - CUL VERT l
T"7a* 9-
�- 12
/
ANGLE POINT 55
CH6 6f 90.37 5 b l TIMBER TO BE
REMOD I
SEE DETAIL A
EXISTING TRANSITION WALL
DO NOT D/S7UPL9
( LJ )
1
11
EXISTING
18 " PIPE
EXISTING RETAINING WALL NOTE.'
DO NOT DISTURB
ALE A 1/E. s. w
OAKESD
No representotion is made of any utilities,
public or private. Absence of utilities 'on
these drawings does not assure that
SO/L LOG HOLE a tili ties are present. If buried utilities
are shown, the location and depth are
approximate. The exact location and depth
of any utility must be determined by the
utility company prior to any excavation.
PLAN
20 0 _ 20 m
Scale in feet >-
3
i
W
_� _� O �
_ � Wm� �zm�
W�fNU') ,Q U)
25'
25'
ELEV 2.72 ELEV 2.62
ELEV. 0.12 ELEV. 2.59
ELEV. 2.09
- > T
TRANSITION SLAB
(see sheet 14) LOW FLOW CHANNEL BOTTOM S=0.0002 ft ft ELEV. 0.09—
EXISTING TRANSITION WALL
000000-00000000000000000000000000000000Y00000-0000000c 000 FOUNDATION BACKFILL EXISTING CONCRETE BLOCK
00000000000000000000000000000000000000000000000000
- 000000000000000000000000000000000000000000000000000 0 EXISTING CRUSI-ED GRAVEL FOUNDATION p
00000000000000000000000000000000000000000000000000 h� 000000000000000000000000000000000000000000000000000t-,_
_ 5
675* 00 676+ 00
677* 00 678f 00
PROFILE �Z CHANNEL
�1
„
7
r � � c Z
s �
24037
rNAI. �-
Ex���ct gtz�9N
20
i
15
10
5
000000000000000000000000000000
1000000000000000000000000000000
000000000000000000000000000000
iCQQQQQQQ
CRUSHED GRA VEL FOUNDA TION
-- 5
679+00
SHORING
CRIBBING
POINT NAME
NORTHING
FASTING
STA 676-�-61. 37
173, 630. 54
71 654,001. 91
AP i� LOW FLOW
173, 549. 76
1, 653, 977. 67
AP C CHANNEL
173, 65596
1, 653,987 96
� STA 678f 30. 37
173, 772.92
PC CURVE ,¢0 TOE OF RIPRAP
173, 622 76
>, 653, 908.02
P T CUR VE ;I 3 TOE OF RIPRAP
173, 638. 55
1, 653, 970. 50
PC CUR VE #4 TOE OF RIPRAP
173, 671.20
1, 65 , 925 29
P T CUR
VE #4 TOE OF RIPRAP 173, 700.07 1, 653, 923.03 m
0
� w w
Q F
CUR VE #3 DA TA CUR VE 0 DA TA —
TOE OF RIPRAP TOE OF RIPRAP
o = 30 54 ,06 " o = 574257
D = 190759109 " D = 190 59 09 "
R = 30.00' R = 30.00' k
T= 8.29' T= 16.53' o 0 0 0
L = 16.18' L = 30.23' i
i
I
EXISTING GROUND Q�
r N EXCA VA TION, P-1 CHANNEL, O m
i COMMON LIMITS Lj
/ V z Li
3
W Q < S
L lGH T L OPIELEV. 8.0 SE RIPRAP -
col� o
/ TOP,,N W
DRAINFILL
EXCA VA TION, P-1 CHANNEL,
COMMON LIMITS W
FIL TER FABRIC
2'
SECTION o
/'
N. T. S.
J
n/1nn A
� o
to 0
0
B SB
SECTION & 4�= w
O �
N T. S o
IW
L > Q Q
_ EXCA VA TION, P-1 CHANNEL,
COMMON LIMITS
� O
Q
e� W
1 DRAINFILL
� Q W
\� FiL TER FABRIC Q
STRUCTURE EXCA VA TION \ P VC MEMBRANE
AND STRUCTURE BACKFILL (see sheet 16)
L/Ml TS
o�
SECTION 0 & SC
N. T. S. REVISION N0.
DRAWING NO
ESGR- 3
SHEET 5 OF
0a,- iJ--�/le�7ef-