HomeMy WebLinkAboutR-413739E;
816-LA
816-LA
Q
"11-
0
W
TOP
No. 816-7-T-42EE (Shown)
17,320 lbs.
BASE
No. 816-B
28,820 lbs.
1" Dia. Ground
Rod Knockout
8-Ton Pull/Lift Anchor
(2 Each End)
18" x 24"
Knockout
(4 Each Side,
4 Each End)
OPTIONAL TOP
Knockouts Located
as Required
\
8-Ton Lift Anchor
(4 Places in Top)
12'-0" Long Stainless Steel "C" Channel
(3 Each Side)
LW PRODUCTS ACCESS HATCH MODEL HHS-2B
(30" X 36") CAST IN10 THE LID PER DETAIL
5/C510.
Custom
Accesses
as Required
8'-2"
(See Chart)
6'-5"
16'-11" \ (Located as Required)
Custom \ \
Accesses \
as Required \ \
Varies
Note:
- Contractor is responsible for supplying
crane to set and assemble vault.
VARIABLE HEIGHT CHART
Vault
No.
Inside
Height
Top
Height
Top
Weight
Overall
Height
Max. Soil
Cover
816-LA-7
7'-0"
V-9"
17,320
8'-2"
5'-0"
816-LA-8
8'-0"
2'-9"
20,520
9'-2"
4'-0"
816-LA-9
9'-0"
3'-9"
23,390
10'-2"
3'-0"
816-LA-10
10'-0"
4'-9"
1 26,600
11'-2"
2'-0"
816-LA-11
11'-0"
1 5'-9"
129,670
1 12'-2"
1 1'-0-
816-LA 816-LA
Oldcastle Precast' 8 x 16
File Name: 020-816LA
PO Box 323, Wilsonville, Oregon 97070-0323 Issue Date: 2016 POWER / WATER / GAS
Tel: (503) 682-2844 Fax: (503) 682-2657 oldcastleprecast.com/wilsonville
31.0
EXISTING SPILL VAULT
12'-3" — I ti
3'-0" 10'-11" 30-0"
' � I
-YY- ------------------------------ — ---Y-
-- - o
�i�Ia I i�
II II
I I it l
i -�� I i -IN
38" Dia. 1 �y 38" Dia.
A I Access ��/� Access I i A I
II II
I 1
it I
`a-- — --'T-- — — — — — — — — — — — — — — -- — — —� O
(4) - 8-Ton Lift Anchors
I
PLAN VIEW r
Butyl Resin Sealant
12'-0" Long Stainless Steel "C" Channel
(3 Each Side)
1�To I ii� of
N
f• Ifr nr'� it � IF�"�"#I
f
IL I � I I
} I N I I
L% ~Tr-
1" Dia. Ground Rod Knockout
12" Dia. Sump
8-Ton Pull/Lift Anchor
(2 Each End)
SECTION AA
z 18" x 24" Knockout
I
(4 Each End, 4 Each Side)
T 7 (D-----J---------
--L
- --
'-------------------- ----�
p I I
II II
o
I� N N�II IIJ.
,n 00 II jl
{� o r ii ii J�J
II II
---- ---- TIRLIT'--- --
0" 4' - 5" 10„
END VIEW
816-LA 816-LA
Oldcastle Precast' 8 x 16
File Name: 020-816LA
PO Box 323, Wilsonville, Oregon 97070-0323 Issue Date: 2016 POWER / WATER / GAS
Tel: (503) 682-2844 Fax: (503) 682-2657 oldcastleprecast.com/wilsonville
SYM
REVISION
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
ORIG
737 MAX FLIGHTLINE UTILITIES -APRON A CI PROJECT
RT
TWN
04.13.16
-
APRON A Cl PROJECT - SITE DCN-06
RT
TWN
09.27.16
-
CITY OF RENTON PERMIT REVIEW COMMENTS
RT
TWN
05.23.16
-
RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES
RT
TWN
10.28.16
-
APRON A Cl PROJECT - SITE DCN-01
RT
TWN
06.13.16
-
APRON A SITE STORMWATER IMPROVEMENTS-30%
RT
TWN
01.17.18
-
APRON A Cl PROJECT - SITE DCN-02
RT
TWN
07.19,16
-
APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC
RT
TWN
07.14.20
-
APRON A Cl PROJECT - SITE DCN-03
RT
TWN
08.05.16
-
APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS
RT
TWN
09.29.20
31.1
LW PRODUCTS ACCESS HATCH MODEL HHS-2B (30" X 36") RIM=21.56
CAST INTO THE LID PER DETAIL 5/C510. RIM=21.34
2
C.�
LiI
M
a
w
O
N i
I
00
VAU LT SECTION
NTS
818 GA TOP 01
(SPECIAL)
INSIDE TOP=19.30
MAX. WATER SURFACE EL=17.50
~ 12" TIDEFLEX CHECKMATE
o Cv o INLINE DOWNSTREAM CLAMP
z I CHECK VALVE
w
INSIDE BOTTOM=12.30
URE 795
FUEL CONTAINMENT VAULT DETAILS (URE-795'
NTS *NOTE: FOR STRUCTURAL DESIGN, SEE SHEET S286.
i
�BOE/NG'
NAL W��
C513 C296,C450
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
R. TEMPLADO
UNUALU
T. NEU
1--
IT. NEU
APPROVED BY
DEPT.
I DATE
HECKED
D. M U RATA
(APPROVED
#4 [10 M] THREADED
INSERTS @ 18" [457mm] O.C.
BASE SLAB
THICKNESS a a . It :a
1/2 BASE SLAB
THICKNESS
ROUGHEN MATING SURFACE _
BEFORE CASTING EXTENSION
#4 [10 M] THREADED
RODS @ 18" [457mm] O.C.
CAST -IN -PLACE ANTI -FLOATATION COLLAR
(TYPICAL AROUND TANK PERIMETER)
WALL
THICKNESS
1'-6" [450 mm]
1 y"
'~ 2
V-0" [305mm]
ANT ELOATATI 0 N COLLAR
NTS
GALVANIZATION NOTE
(3) #4 [10 M] BARS CONTINUOUS
EVENLY SPACED
C513 C296,C450
THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON
ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR
COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC
MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION.
TOP=19.97
IE IN=16.80
BOTTOM=11.80
N OTES :
1. ALL STRUCTURE PENETRATIONS SHALL UTILIZE LINK SEAL CONNECTION. IF LINK SEAL CANNOT
BE UTILIZED DUE TO WALL THICKNESS OR PIPE ANGLES KOR—N—SEAL BOOTS SHALL BE
USED. KOR—N—SEAL BOOTS SHALL BE GROUTED PRIOR TO BACK FILLING STRUCTURES.
2. ALL STORM DRAINAGE STRUCTURES SHALL HAVE THERE NAME ENGRAVED INTO THE LID,
GRATE OR HATCH AFTER INSTALLATION. ENGRAVING SHALL BE AS FOLLOWS:
• SDMH/CBXX-20 (XX = SDMH/CB # IN PLANS)
• OWS—XX (XX = OWS # IN PLANS)
• LS—XX (XX = LS # IN PLANS)
• URE—XXX (XXX = URE # IN PLANS)
• RTU—XXX (XXX = RTU # IN PLANS)
3. FUEL CONTAINMENT VAULTS SHALL BE PRECAST AND SHALL MEET HS-25 LOAD RATING,
4. PROVIDE TEGRASEAL 1000 WATERPROOF MEMBRANE SYSTEM AROUND THE OUTSIDE PERIMETER
OF THE VAULT TO WITHIN 4' OF THE RIM ELEVATION.
5. PROVIDE VANDEX CRYSTALLINE WATERPROOFING TO INSIDE OF VAULT. VANDEX CRYSTALLINE
ADMIXTURES SHALL BE UTILIZED IN ALL GROUT/MORTAR USED ON THE VAULTS.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
jchavez 05/05/2021
PERMIT SUB
DESIGN BY DOWL
R-413739
RIL SUBTITLE
09.29.20 FUEL CONTAINMENT VAULT DETAILS
09.29.20
09.29.20 i TITLE APRON A —SITE STORMWATER IMPROVIEMEN1`5 (STAL'LS A3—A7)
09.29.20 RENTON SITE
CIVIL MASTER
RENTON, WA iDWG N0.
41OLD
REVISION SYMBOL
W5184605
C513
MITTAL
DATE 09.29.20
05—APRON—A—0513
09.29.20
C36
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