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Unit ID: North BioPod 1
BPU-10241B-PV
WADOE GULD
WQ Flow Rate
0.658 cfs
WQ Flow Rate (100-Yr)
3.3 cfs
Max Peak Flow
20 cfs
2.00" MULCH.
18.00" StormMix- MEDIA
6.00" DRAIN ROCK.r��"ry
3X 04.00" SLOTTED PVC
UNDERDRAIN PIPE.
CCr`TIlIAI Q Q
INTERIOR/EXTERIOR JOINT SEALANT REQUIRED,
(CONSEAL CS-231 OR EQUIVALENT), BY OTHERS.
12'-6" 11'-6" 101-0"
PIPE ANGLES IMMEDIATELY OUTSIDE
• STRUCTURE, BY OTHERS.
2X 036" ACCESS COVERS.
FIELD GROUT AS NEEDED TO MEET GRADE,
BY OTHERS.
TOS: 33.05' -
RIM: RIM: 2" SLOT L
33.46'-34.24' , 33.46'-34.24' TYPICAL
BAFFLE WALL,
- -- EL: 30.88'.
IE: 28.75'
INLET, 016" OPENING
FOR 012" SD.
ACCESS CAP FOR OPTIONAL
DRAIN -DOWN DEVICE
2X 6"x24" INLET WINDOW,
IE: 29.05'.
SECTION D-D
26'-6" SLAB OD
25'-6" WALL OD
-24'4' WALL ID-
9" TYPICAL
LL THICKNESS
- 2X ACCESS CAP FOR OPTIONAL
DRAIN -DOWN DEVICE
,. Iy
t
6X 04" SLOTTED PVC
UNDERDRAIN PIPE.
L—D OUTLETI }� COBBLES FOR ENERGY DISSIPATION
, 0J16" OPENING
2X 6"x24" INLET WINDOW IE: 29.05'.
FOR 012" ' SD IE: 2 . 6 88 BYPASS WEIR, EL: 29.71'.
PIPE ANGLE, BY OTHERS.
• 10'-0.1 6-6" 101-01,
TOP SLAB #1 TOP SLAB #2 TOP SLAB #1
29.71' VARIES
2.83'
[34.00"]
IE: 26.88'
2" ---
cc
0OPENING.-
111111
•��
1 907,V
BAFFLE WALL,
EL: 30.88'.
2X 6"x24" INLET
WINDOW, IE: 29.05.
77
2X 024" ACCESS COVERS.
FIELD GROUT AS NEEDED TO MEET GRADE,
BY OTHERS. VARIES
ADJUST TO GRADE
RIM:
33.46'-34.24'
1'-0" TOP
EL-
1
5'-
:h;,
10" B
OUTLET, 016" OPENING
I INLET, 016" OPENING
I 6X 04" SLOTTED PVC
FOR 012" SD.
INTERIOR/EXTERIOR JOINT
FOR 012" SD, FARSIDE.
UNDERDRAIN PIPE.
06" PVC OUTLET ORIFICE
SEALANT REQUIRED,
BYPASS WEIR, EL: 29.71'. I
COBBLES FOR ENERGY DISSIPATION
CAP INTO OUTLET CHAMBER.
(CONSEAL CS-231 OR
TREATED OUTLET ORIFICE
OUTLET, 016" OPENING
EQUIVALENT), BY OTHERS.
CAP INTO OUTLET CHAMBER.
FOR 012" SD, NEARSIDE.
9'-0" 8'-6"
9'-0"
BOTTOM SLAB #1 BOTTOM SLAB #2
BOTTOM SLAB #1
SECTION A -A
�� mJ
BiOre[enfiON
340fil1ra1i0n
NOTES:
1. DESIGN LOADINGS:
A. AASHTO HS-20-04 W/IMPACT.
B. DESIGN FILL: 1' MAXIMUM.
C. ASSUMED WATER TABLE =S'BELOW GRADE.
D. DRY LATERAL EARTH PRESSURE (EFP) = 45 PCF.
E. LATERAL LIVE LOAD SURCHARGE =80 PSF (APPLIED
TO 8' BELOW GRADE).
F. NO LATERAL SURCHARGE FROM ADJACENT
BUILDINGS, WALLS, PIERS, OR FOUNDATIONS.
2. CONCRETE 26 DAY COMPRESSIVE STRENGTH SHALL BE
5,000 PSI MINIMUM.
3, STEEL REINFORCEMENT: REBAR, ASTM A-8150R A-708,
GRADE 60.
4. MESH REINFORCEMENT: ASTM A-1064, 57.2, GRADE 80.
6_ CEMENT: ASTM C-150 SPECIFICATION_
8. REFERENCE STANDARD:
A. ASTM C 890
B. ASTM C 913
7, THIS STRUCTURE IS DESIGNED TO THE PARAMETERS
NOTED HEREIN. PLEASE VERIFY THAT THESE PARAMETERS
MEET PROJECT REQUIREMENTS (I.E. LIVE LOAD, FILL
RANGE, WATER TABLE). IF DESIGN PARAMETERS ARE
INCORRECT, REVIEWING ENGINEER/AUTHORITY SHALL
NOTIFY OLDCASTLE INFRASTRUCTURE UPON REVIEW OF
THIS SUBMITTAL.
8. OVERSIZED HOLES TO ACCOMMODATE SPECIFIC PIPE TYPE
MUST BE CONCENTRIC TO PIPE ID. AFTER PIPES ARE
INSTALLED, ALL ANNULAR SPACES SHALL BE FILLED WITH A
MINIMUM OF 3000 PSI CONCRETE FOR FULL THICKNESS OF
PRECAST WALLS. PIPES ARE TO BE FLUSH WITH THE
INSIDE SURFACE OF THE CONCRETE STRUCTURE.
9. CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES,
LOCATIONS AND ELEVATIONS OF OPENINGS.
10. CONTRACTOR RESPONSIBLE TO ENSURE ADEQUATE
BEARING SURFACE IS PROVIDED (I.E. COMPACTED AND
LEVEL PER PROJECT SPECIFICATIONS).
11. MEDIA, DRAIN ROCK, MULCH, AND INTERNAL COMPONENTS
SHIPPED SEPARATELY. INSTALLER RESPONSIBLE FOR
PLACEMENT OF THESE MATERIALS IN THE STRUCTURE.
12. OLDCASTLE REPRESENTATIVE TO BE ON SITE TO OVERSEE
INSTALLATION.
13. CONTRACTOR TO ENSURE UNIT IS PROTECTED FROM
CONSTRUCTION DEBRIS/RUNOFF AFTER INSTALLATION.
14. CONTRACTOR RESPONSIBLE FOR SUPPLYING CRANE TO
OFF-LOAD AND SET PANELS; SUPPLY PERSONNEL AND
TOOLS NEEDED FOR INSTALLATION; INSTALL GASKET AT
TOP, BOTTOM AND BETWEEN ALL WALLS; GROUT ALL
SEAMS 8 WALL CONNECTIONS PRIOR TO BACKFILLING
(GROUT TO BE NON -SHRINK, 5000 PSI MINIMUM BEFORE
BACKFILLING).
15. SECTION HEIGHTS, SLAB/WALL THICKNESSES AND
KEYWAYS ARE SUBJECT TO CHANGE DUE TO AVAILABILITY
AND PRODUCTION PLANT CAPABILITY.
18. ADAPTORS/ANGLES AND EXTERNAL PIPING BY OTHERS.
17. MAXIMUM PICK WEIGHT: TOP SLAB #1 = 17,000 CBS.
- PRELIMINARY -
NOT FOR CONSTRUCTION
AMCOMOF OLDCASTLE INFRASTRUCTURE, INC.
THE SION OF I
CRANE HOOK
SPREADER BAR
00 00000 00000 00
CABLE
(8) PLACES
ROLLING BLOCK
CRANE HOOK
(4) PLACES
CABLE
(4) PLACES
4-TON'BURKE RING CLUTCH
'BURKE' LIFT ANCHOR
4-TON'BURKE' RING CLUTCH
'BURKE LIFT ANCHOR
PRECAST PANEL
PRECAST PANEL
ANGLE
SLING
ANGLE
SLING
DUNNAGE
DUNNAGE
(2) PLACES
(2) PLACES
8-POINT FLAT PICK DETAIL
4-POINT FLAT PICK DETAIL
SLING ANGLE MUST BE AT LEAST 60°
SLING ANGLE MUST BE AT LEAST 60°
CRANE HOOK
CABLE
(4) PLACES
CRANE HOOK
ROLLING BLOCK
(2)PLACES
CABLE
(2) PLACES
4-TON'BURKE' RING CLUTCH
4-TON'BURKE' RING CLUTCH
'BURKE' LIFT ANCHOR
S(//yGgNGtf
'BURKE'LIFT ANCHOR SUNGq,VGL f
PRECAST PANEL
PRECAST PANEL
DUNNAGE
0.OldcaStle Infrastructure'
(2)PLACES
DUNNAGE
(2) PLACES
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
8/g
GASKET (2 ROWS)
(AT EDGES OF END WALLS)
GASKET (2 ROWS)
(IN END WALL KEYWAY)
WRAP GASKET
ONTO BASE 6'
GASKET (2 ROWS)
(IN BASE KEYWAY)
GASKET SHOULD BE
CONTINUOUS AROUND CORNERS
r BUTT JOINT AT SPLICE
(DO NOT OVERLAP)
GASKET INSTALLATION DETAIL
F/_`IgANdG1q1
FILL RECESS
WITH GROUT
TOP /BASE SEAM DETAIL
GASKET (2 ROWS)
(AT EDGES OF SIDE WALLS)
0
E
0
WALL CONNECTION POCKET
GALVANIZED CHANNEL WASHER
1"0 FLAT WASHER (2" O.D.)
(WAY DETAIL 1"0 x 3Y�" COIL BOLT
WALL CONNECTION DETAIL
BOLT CONNECTIONS ARE USED TO COMPRESS CONSEAL GASKET
AND HOLD WALLS DURING ASSEMBLY;
BOLT CONNECTIONS ARE NOT STRUCTURAL
SEAM GROUT DETAIL
Ilk
1
1ST SUBMITTAL CORRECTIONS
DJL
9/23/25
SURVEYED:
BY OTHERS
SCALE:
2
2ND SUBMITTAL CORRECTIONS
DJL
4 20 26
DESIGNED:
DAN/EL ✓. CARBON, P.E.
3
95% CD'S
DJL
5/15/26
4
3RD SUBMITTAL CORRECTIONS
DJL
5/26/26
DRAWN:
CHUCK FEML/NG
ONE INCH
CHECKED:
KATIE LANE, E.l. T.
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
AP P R
^PPft°VE°:
DAN/EL ✓. CARBON, P.E.
DUT ALL
JLT SEAMS
VAULT WALL
ALL
SEAMS
A
CONSEAL GASKET
2 ROWS
PLACE IN 3' x %" RECESSES
VAULT WALL
PLACE WALL IN
CENTER OF KEYWAY
3' x %" RECESSES J k °'
10" KEYWAY DETAIL
CONSEAL GASKET LOCATIONS
VAULT WALL LOCATION
GENERAL NOTES
1. CUSTOMER T0:
VERIFY ALL VAULT FEATURES
VAULT BASE SUPPLY CRANE TO OFF-LOAD AND SET PANELS
SUPPLY PERSONNEL AND TOOLS NEEDED FOR INSTALLATION
INSTALL GASKET AT TOP, BOTTOM AND BETWEEN ALL WALLS
GROUT ALL SEAMS &WALL CONNECTIONS PRIOR TO BACKFILLING
(GROUT TO 8E NON -SHRINK, 5,000psi MINIMUM BEFORE BACKFILLING)
SUPPLY, INSTALL &GROUT -IN ALL PIPING &SAMPLING TEES
2. OLDCASTLE PRECAST TO:
PROVIDE PRECAST PANELS
PROVIDE CONSEAL GASKET &WALL CONNECTION HARDWARE
3. TOP SECTION NOT REMOVABLE AFTER VAULT IS BACKFILLED
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VERTIipNA1988 .R i
•oF WAsyyso CIVIL ENGINEERING
• �' `' �� LANDSCAPE ARCHITECTURE
PLANNING
-o'• 21018929 DESIGN SURVEYING
TONAL
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
512rol2ro R-4 2 7 53 5
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING � I Q
yq
06i09i2026 '.� �
_ DATE: V
HORI ONTAL• NADw 983/1991 CITY 0 F `(E/V/V YDAL E GA TEWA Y 5/>5/26 Q
1310, 1321 & 1331 NE 43RD ST, RENTON, WA 980515 FlELDBOOK:
RENTON PAGE:
DATUM DRAWING N0:
Planning/Building/Public Works Dept. C4 36
STORM DRA/IVAGE DETA/LS SHEET: 35 OF, 48 ,