HomeMy WebLinkAboutMouth of Little Cedar Bayou-after improvementsr
5/8" CORROSION RESISTANT HARDWARE
6"x611 PILES ,4 'O.C., DRIVEN TO 4' PENETRATION WITH
TOP ELEVATION MATCHING EXISTING BULKHEAD
3"x 8" WALES BOLTED TO INSIDE OF PILES , TOP WALE TO
BE FLUSH WITH TOP OF PILES , CENTER WALE TO BE
1/2 OF BULKHEAD HEIGHT BELOW TOP OF PILES.
2"x 6 " SHEETING C.M. , VAILED VERTICALLY TO INSIDE OF
WALES
5' SANDY FILL
OVER GRAVEL DRAIN
JI ( Max, )
_F 1
5/8"ROD
18" RIP RAP
o�GRAVEL DRAIN
= - b Oa c o
40
- PLASTIC FILTER
I ' CLOTH
4' MIN.
10' MIN.
611
1f� PROFILE
1/2 "= 1' 0"
NATIVE SOIL
EL. 12.0'
FINISHED GRADE
6' MIN.
EL.12,O'1
ice -_COMPACTED
EXISTING FILL
GROUND
SECTION 1ID • D I
SCALE I"=10'
FUTURE SLOPE
4:1
M.H.
M.L.1
18" RIP -RAP
,40
RIP -RAP
EXISTING GROUND
FUTURE IB RIP -RAP
SLOPE 4:1
M.H.W., 1 .0' �( � 1 id4,
M.L.W.,O.O ` C `J 1 t1r" �Q j
SECTION C.C.p�:'. ` _': � V �W I j
SCALE I "-10'V A
Q pb
FUTURE TOP /' !
d :'
BANK P'.�. ;Dio� SLOPE PROTECTION '
D ? (RIP --RAP 0 VER I
0a C COMPACTED FIL
" '\ ny t 4. I SLOPE)
zk-
V.
Tt
6"X6"ANCHOR PILE (DEADMEN) `' �� �}p'�'�r.Q' ,•V b�
ONE AT
EACH BURIED
PILE ,HORIZONTALLY
ANCHORE D WITH 5/8" A
CORROSION RESISTANT STEEL RODS pf?C'AZ�/
NOTE
ALL WOOD
MATERIAL TO BE PRESSURE
TREATED
WITH 2.5
POUNDS PER CUBIC FOOT CCA
OR EQUAL.
STRESS
RATINGS TO BE AS FOLLOWS!
MEMBER
ALLOWABLE BENDING
NFPA
RATING
STRESS (PSI)
PILES
1200
SPIB
No, 2
WALES
1200
SPIB
No. I DENSE
SHEETING
1200
SPIB
No, 2
10' MIN.
PLAN
1/2" = 1' 0 "
EXISTING AVOD FC, : t ' �� ��� / ,60
P f
LEASE. Q7l1NDARY::
LINE ¢ 0
PROPOSED
y'
F P. BULKHEAD
�" q� EXTENSION • ' d P (7 � 1� !J 1 ��
1 TO BE SUPPLIE p r 1
/// L--7
1 / BY USER
HOUSE
�.
LEASE
AREA
/ I CUT
EL.12.0'
1980
—
PROPERTY
LINE / / / f
FUTURE -
SLOPE 4;1
EXISTING TIMBER
BULKHEAD / / /
10
,980
1984 � '/
1984__ ,f''
MAP
_6,41-VEsrONBAY — AFTER IMPROVEMENTS
EL. 12.0'
EXISTING
un
SECTION II ,B - B "
SCALE I"= 10'
END
FUTURE BULKHEAD
/ EXTENSION EL.7.2'
EXISTING GROUND
-18"RIP-RAP
EL. 1.0'- M.H W
M.L.W.
SECTION 11A-A .
SCALE I"= 10'
0 10 20 40
SCALE 111=2-0,
RAP
14
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