HomeMy WebLinkAboutWWP2703473.3s
Q6
i
0
0
00
0
i
0
i
Y
v
0
z
0
U
C
0
i
r-
00
N
CD
0
N
00
z
w
0
0
00
0
0
0
0
i
w
Q
z
7
FRP GRATING _W10
0
0 0
t 4"x6"x3/8"
O Q
t 11 "x12"x1 /2"—""" 11 "
L
L3x3xl /4"
6"
TYP I-
1/2"0 SS 316
ADHESIVE
ANCHORS @ 6"
W/ 4" EMBED
-(4)-5/8"0 SS 316
ADHESIVE
ANCHORS W/ 6"
EMBED
GRATING PLAN
SCALE: 1 /2" = 1'-0"
PRECAST CONIC
WET WELL
NON -SHRINK
GROUT-
GRATING SUPPORT DETAIL
SCALE: 1" = 1'-0"
R0TFH1
Roth Hill, LLC Tel 425.869.9448 www.rothhill.com
11130 NE 33rd Place, Suite 200 Bellevue, WA 98004
FRP GRATING
1 1 /2"
C.
(2)-3/4"0 SS MB
W10
1/4
SECTION
Kennedy/Jenks Consultants
32001 32nd Avenue South, Suite 100
Federal Way, WA 98001
Ph. 253-835-6400
Fax 253-952-3435
12'-0"
PRECA�
MANHO
VE
3" MAX 1 3/4- TYP
SHEAR PLATE,
T1, TYP STD HOLE
W1
W1 TYP
BEAM TO BEAM CONNECTION SCHEDULE
BEAM SIZE, BM
SHEAR PLATE
SHEAR PLATE
NUMBER AND SIZE
THICKNESS, T1
WELD SIZE, W1
OF A325-X BOLTS
W1Ox
3/8"
5/16"
(2) 7/8"0
BEAM CONNECTION DETAIL
SCALE: NTS
S=34-7327
SECTION A -A
SCALE: 1 /2" = 1'-0"
(2)-1 /
BOLTS
N
CONNECTION DETAIL
SCALE: NTS
(GRADE PREP
CIVIL DWGS
NED
5"x6"x1 /2"
?)-7/8"0 SS
B
RECORD DRAWING
These Record Drawings have been prepared based on information provided
by the contractor and others. Kennedy/Jenks Consultants has not verified the
accuracy or completeness of information provided to them and does not
warrant the accuracy or completeness of these Record Drawings. Users of
these Record Drawings assume all risk of loss resulting from their use.
NOTES:
1. ALL METAL IN WET WELL SHALL BE 316 STAINLESS
STEEL.
2. ALL BEAMS ARE TO BE FRP.
GUARDRAIL DETAIL
SCALE: 1 1 /2" = 1'-0"
Z 14"x1-3/4 "x1 /8"
'RP GUARDRAILS
/8"x2-1 /8"x3/16"
*RP POST
;E POSTS
" MAX
V10
1/4" SS PLATE
FLUSH W/ TOP OF
GRATING
FRP GRATING
1 /4V 1-6
W10
GRATING SUPPORT DETAIL
SCALE: NTS
24" 18" 12" 6" 0 1. 2' 3' 4'
SCALE:1/2"=1'-0" 9 =
12" 6" 0 1' 2'
SCALE:1"=1'-0" e90
ONAL
STONEGATE
LIFT STATION REPLACEMENT
WET WELL
PLAN, SECTIONS, AND DETAILS
s'- 3 �+ 7 3 �7