HomeMy WebLinkAboutTED4003776.19e z
0
I
0
N
R1
7/S1.4
v
3/S1.4
v
5'x10' METAL BAR GRATING
BY OTHERS W/ INTEGRAL
30" SQ ACCESS HATCH
0
I
LO
23'-6"
12"0 VENT THROUGH LID
.a000aa ❑❑ oa o❑ ❑❑ o❑ ❑❑ a
oaoal
418/S1.4
105'-4"
12 PLANKS @ 4'-0" = 104'-0"
64'-0"
8" CURB EXTENDING 12"
ABOVE THE TOP OF VAULT
12-1/2" PRECAST HOLLOW
CORE LID PLANK.
24" DIAMETER OPENING TO
ACCEPT RISERS, LADDER RING
AND LOCKING MANHOLE
COVER PER CIVIL DRAWINGS
PROVIDE REINF PER
PLANK MANUFACTURER
11 /S1.3 ,
C�HDR ❑❑❑ ❑❑❑❑i 2/S1.4 ❑ ❑❑❑❑
____ ____ ____ ____ ______ -_ _____----------------
---------- ------------_____ _____ ___________ ___________ ________ __ ___________ __i ---
❑❑ ❑ ❑❑ ❑❑ p a--------------------------------- -
❑❑❑ ❑❑ ❑❑ ❑ ❑ ❑❑ ----------- ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑ ❑❑ ❑❑
I
PROVIDE REINF PER
OPENING IN WALL BELOW PLANK MANUFACTURER
OPENING IN WALL BELOW C
INTERIOR WALL BELOW
P ITOV
HELD BELOW INSIDE TO
OF VAULT 126.52
2 i f 12/S1.3 BLOCKOUTS IN EDGE CELL
OPENING IN WALL BELOW.
SEE 11 /S1.3 FOR CONC. 9 1.4
typ. OF THE PLANK AS SHOWN
HEADER REINF. C
1 Q/S1.4 ,
❑ ❑ oj ❑ 11
11/S1.4 POUR SLOTS PER PLANK
v ❑❑❑❑❑❑❑❑ MANUFACTURER ❑❑❑❑❑❑❑❑ ❑❑❑❑
------------------------------------- -- - -
------------------ ------ ------------------------------------------------------------
❑ ❑ ❑ �i - - - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 00111 ❑ ❑ ! ❑ ❑ Door
t 12/S1.4 4/S1.4
5'-0" 10'-0"
21,=�„ 3#
3/S1.4
200
I
N
I
N
Plan Notes � 2 0 LEGEND Stormwater Detention Vault Lid Plan
1. SEE CIVIL DRAWINGS FOR PIPE INLET DIAMETERS, LOCATIONS AND INVERTS. ITOV INSIDE TOP OF VAULT Scale: 3/16" = 1'-0"
SEE 9/S1.2 FOR ADDITIONAL WALL REINFORCING AROUND PIPE PENETRATIONS.
VAULT INLET OR OUTLET PER CIVIL DRAWINGS
2. SEE PLANK MANUFACTURER PLACEMENT PLAN FOR INSTALLATION.
EXTENT OF 8" CONCRETE CURB EXTENDING ABOVE TOP OF VAULT
POUR SLOT PER PLANK
MANUFACTURER
HOLLOW CORE PLANK
PER MANUFACTURER
� TN/s SHEET Bu/c � AFORRZ #4
(2)-#5 CONT IN CLOSURE
#5 x 4'-0" EA. VOID
W/ POUR SLOT (2 min.
per plank)
(2)#5 HORZ ® TOP OF WALL
o #4 VERT C 6"oc W/ STD
I HOOK IN CLOSURE AND
rn 180-DEG STD HOOK AT BOT
OF HEADER
(3) #6 x 10'-0" CONT CENTERED
OVER 5-0" WIDE OPENING
HOLLOW CORE PLANK
PER MANUFACTURER
R=377619
poo��ooQ
CONT. BACKER ROD IF REQD
GROUT JOINT
r4apo
NOW ANEW
rr I
SWENSON SAS` FAT
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue - Suite 100 - Seattle, WA 98121
ph: 206.443.6212 fax:206.443.4870
www.swensonsayfaget.com
-15
C
m
K
100
z
m
M
M
0
D
DRAWN:
RWG
0 a
Q
_
D
C
n
DESIGN:
RJA
D
D
CHECKED:
A z
RJA
M
APPROVED:
T Io
ABB
v z
z
m
REVISIONS:
Review Response Sept. 17, 2014
AReview Response Oct. 22, 2015
PROJECT TITLE
Talbot & 55th Ave Plat
Detention Vault
S 192nd St.
Renton, WA 98055
DATE:
February 24, 2014
PROJECT N0:
10192-2014-01-00
SHEET NO:
S 1,93
O
SD
/z/''�
4I
z
3
C3
m
M
a
o
d
v
i
a
m
1
w
b
a
9 10 Header Reinforcing Plank -to -Plank Grout Joint 12
i NO: OF SHEETS: