HomeMy WebLinkAboutR-37761991
23'-6"
12"0 VENT THROUGH LID
8/S1.4
105-4"
12 PLANKS ® 4'-0" = 104'-0"
64'-0"
8" CURB EXTENDING 12"
ABOVE THE TOP OF VAULT
16'-6'
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II ISI 12-1/21" PRECAST HOLLOW I I
CORE LID PLANK
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2
Plan Notes
1. SEE CIVIL DRAWINGS FOR PIPE INLET DIAMETERS, LOCATIONS AND INVERTS.
SEE 9/S1.2 FOR ADDITIONAL WALL REINFORCING AROUND PIPE PENETRATIONS.
2. SEE PLANK MANUFACTURER PLACEMENT PLAN FOR INSTALLATION.
LEGEND
ITOV INSIDE TOP OF VAULT
VAULT INLET OR OUTLET PER CIVIL DRAWINGS
EXTENT OF 8" CONCRETE CURB EXTENDING ABOVE TOP OF VAULT
POUR SLOT PER PLANK
MANUFACTURER
HOLLOW CORE PLANK
PER MANUFACTURER
3/S1.4
I
N
00
Stormwater Detention Vault Lid Plan �
(2)-)5 CONT IN CLOSURE
#5 x 4'-0" EA. VOID
W/ POUR SLOT (2 min.
Per Plank)
(2)#5 HORZ 0 TOP OF WALL
CD #4 VERT • 6'oc W/ STD
HOOK IN CLOSURE AND
180 -DEG STD HOOK AT BOT
OF HEADER
z
(3) #6 x 10'-0" CONT CENTERED
OVER 5'-0" WIDE OPENING
N —
U
810 "
Header Reinforcina
Scale: 3/16" = 1'-0'
HOLLOW CORE PLANK
PER MANUFACTURER
s
R-3116 19
p0000d
CONT. BACKER ROD IF READ
GROUT JOINT
c
Plank -to -Plank Grout Joint 12
SWENSON SAY FACET
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue - Suite 100 - Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayfaget.com
-15
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PROVIDE REINF PER
OPENING IN WALL BELOW
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PLANK MANUFACTURER
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OPENING IN WALL BELOW
INTERIOR WALL BELOW
ITOV
HELD BELOW INSIDE TOP
126.52
2
OF VAULT
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12/S1.3
BLOCKOUTS IN EDGE CELL
5x10 METAL BAR GRATING
OPENING IN WALL BELOW. 9
typ.
OF THE PLIC AS SHONIN
1 4
BY OTHERS W/ INTEGRAL
SEE 11/S1.3 FOR CONC.
30" SQ ACCESS HATCH
HEADER REINF.
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Ic 12/-1.4
4/S1.4
5'-0"
10'-0"
Oft
Lod
21-0
2
Plan Notes
1. SEE CIVIL DRAWINGS FOR PIPE INLET DIAMETERS, LOCATIONS AND INVERTS.
SEE 9/S1.2 FOR ADDITIONAL WALL REINFORCING AROUND PIPE PENETRATIONS.
2. SEE PLANK MANUFACTURER PLACEMENT PLAN FOR INSTALLATION.
LEGEND
ITOV INSIDE TOP OF VAULT
VAULT INLET OR OUTLET PER CIVIL DRAWINGS
EXTENT OF 8" CONCRETE CURB EXTENDING ABOVE TOP OF VAULT
POUR SLOT PER PLANK
MANUFACTURER
HOLLOW CORE PLANK
PER MANUFACTURER
3/S1.4
I
N
00
Stormwater Detention Vault Lid Plan �
(2)-)5 CONT IN CLOSURE
#5 x 4'-0" EA. VOID
W/ POUR SLOT (2 min.
Per Plank)
(2)#5 HORZ 0 TOP OF WALL
CD #4 VERT • 6'oc W/ STD
HOOK IN CLOSURE AND
180 -DEG STD HOOK AT BOT
OF HEADER
z
(3) #6 x 10'-0" CONT CENTERED
OVER 5'-0" WIDE OPENING
N —
U
810 "
Header Reinforcina
Scale: 3/16" = 1'-0'
HOLLOW CORE PLANK
PER MANUFACTURER
s
R-3116 19
p0000d
CONT. BACKER ROD IF READ
GROUT JOINT
c
Plank -to -Plank Grout Joint 12
SWENSON SAY FACET
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue - Suite 100 - Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayfaget.com
-15
2
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0
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DRAWN:
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DESIGN:
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CHECKED:
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PROJECT TITLE:
Talbot & 55th Ave Plat
Detention Vault
S 192nd St.
Renton, WA 98055
�C
DATE:
February 24, 2014
PROJECT NO:
10192-2014-01-00
SHEET NO:
NO: OF SHEETS:
REVISIONS:
Z&
Review Response
Sept. 17, 2014
ZLReview
22, 2015
Response
Oct.
t
f
t
PROJECT TITLE:
Talbot & 55th Ave Plat
Detention Vault
S 192nd St.
Renton, WA 98055
�C
DATE:
February 24, 2014
PROJECT NO:
10192-2014-01-00
SHEET NO:
NO: OF SHEETS: