HomeMy WebLinkAboutR-412347SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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BPU-10241B-PV
WADOE GUILD
Max Treatment Flow
0.72 cfs
Max Peak Flow
20 cfs
2.00" MULCH.
18.00" StormMixTN MEDIA
6.00" DRAIN ROCK.
3X 04.00" SLOTTED PVC
UNDERDRAIN PIPE. QCENTInKI Q Q
2X 6"x24" INLET WINDOW,
EL: 25,21'.
DRAIN DOWN DEVICE Z
RIM: 29.63'
6.08'
IE:23.55' -gypp
INLET, 026" OPENING L
FOR 018" HDPE.
INTERIORIEXTERIOR JOINT SEALANT REQUIRED,
(CONSEAL CS-231 OR EQUIVALENT), BY OTHERS.
D INLET, 026" OPENING
FOR 018" HDPE, IE: 23.55'-
LI II II
I I. II
17-6' 1 V-6" 10'-0"
FOOTING WALL OD WALL ID I I I
II II
A fl lII II.
f L
2X 036.00" BOLTED 8 GASKETED ACCESS COVERS,
FIELD POURED CONCRETE COLLAR REQUIRED,
BY OTHERS. 2" SLOT
RIM:29,63' TYPICAL
NLJ I tJ:
1
DESIGN LOADINGS:
A. AASHTO HS-20-44 Wf IMPACT
S. DESIGN FILL: I' MAXIMUM.
26'-6" SLAB OD
C. ASSUMED WATER TABLE = V BELOW GRADE
D, DRY LATERAL EARTH PRESSURE IEFP)-40
PCF
26-6" WALL OD
E. LATERAL LIVE LOAD SURCHARGE = SO PSF
(APPLIED TO 8' BELOW GRADE).
9' TYPICAL
F NO URCHARGE M ADJACENT
24'-0" WALL ID
WALL THICKNESS
BUILDINGS, OR
FOUNDATIONS.
•
8"
10'-1"
2.
CONCRETE 28 DAY COMPRESSIVE STRENGTH
SHALL BE 5.000 PSI MINIMUM
3.
STEEL REINFORCEMENT: REBAR. ASTM A-615 OR
2X DRAIN DOWN DEVICE
A-706, GRADE 60.
4.
MESH REINFORCEMENT ASTM A-1064, S1.2. GRAD
B0.
5.
CEMENT: ASTM CA 50 SPECIFICATION
r
6.
REFERENCE STANDARD:
6X 04.00' SLOTTED PVC
B. ASTM C 913
UNDERDRAIN PIPE.
7-
THIS STRUCTURE IS DESIGNED TO THE
PARAMETERS NOTED HEREIN. PLEASE VERIFY
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A A
I
B I I
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B
THAT THESE PARAMETERS MEET PROJECT
I
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REQUIREMENTS (LE. UVE LOAD. FILL RANGE.
1
WATER TABLE). IF DESIGN PARAMETERS ARE
jj
I
INCORRECT, REVIEWING ENGINEEPJAUTHORITY
, I-
SHALL NOTIFY OLDCASTLE INFRASTRUCTURE
1.1 I
UPON REVIEW OF THIS SUBMITTAL
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.11
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A
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
COBBLES FOR ENERGY DISSIPATION
D
2X 6"x24" INLET WINDOW, EL:25.21'.
STRUCTURE
OUTLET, 026' OPENING
BYPASS WEIR, EL: 25.8T.
9 CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES
FOR 018" HDPE, IE: 23.04'.
LOCATIONS AND ELEVATIONS OF OPENINGS
10. CONTRACTOR RESPONSIBLE TO ENSURE
ADEQUATE BEARING SURFACE IS PROVIDED (LE
COMPACTED AND LEVEL PER PROJECT
PLAN VIEW
SPECIFICATIONS).
t I. ADAPTOR5IANGLESRND EXTERNAL PIPING BY
OTHERS.
IZ SYSTEM SHIPPED EMPTY. INTERNAL PIPE, FILTER
MEDIA & DRAIN ROCK PROVIDED IN BULK &
INSTALLED BY OTHERS.
t3. MAXIMUM PICK WEIGHT IF 45,1100 LBS (MEDIA
SHIPPED SEPARATELY AND INSTALLED BY
CONTRACTOR).
14. OLDCASTLE REPRESENTATIVE TO BE ON SITE TO
OVERSEE THE INSTALLATION OF ALL INTERNAL
2X 024.00" BOLTED &GASKETED ACCESS COVERS,
COMPONENTS BY INSTALLING CONTRACTOR
BYPASS WEIR, EL: 25.87'.
FIELD POURED CONCRETE COLLAR REQUIRED,
BAFFLE WALL
BY OTHERS.
'THIS MUST BE FILLED OUT BEFORE
2X 6"x24" INLET
MANUFACTURING BEGINS'
WINDOW, EL: 25.21'.
-4' ADJUST TO GRADE
DRAIN DOWN DEVICE
APPROVED W/ NO EXCEPTIONS TAKEN: ❑
RIM: 29.63'
APPROVED AS NOTED:
. "-�-r'='�---- • '- - 1 TOP
REVISE AND RESUBMIT r
I : BAFFLE WALL
EL: 25.87' [78.. 9.08
2.81' yy ti.+ w a L SIGNATURE DATE
[33.72"]S
(71
IE: 23.06' ` +: 10" BASE Oldt�astle Infrastructure'
- • • -' - . :. ; - • -- EL: 22.21' watxtwrwr
OUTLET, 026" OPENING INLET, 026" OPENING ///6X 04.00" SLOTTED PVC w ern e.. • " M."N nR,,wM.
FOR 018" HDPE. INTERIOR/EXTERIOR JOINT FOR 018" HDPE, FARSIDE. UNDERDRAIN PIPE. »IBODcuMEmis,NEPRd•E OFOLocr3-FINFRASTROETURE-C.
IT IS CONFIDENTI.LL, BUSMITTEO FOR REFERENCE PURPOBEB ONLY ;ND
06.00" PVC OUTLET ORIFICE SEALANT REQUIRED, TREATED OUTLET ORIFICE COBBLES FOR ENERGY DISSIPATION SITYL FIOT BE USED IN - WAr l Or RIOUS 10 THE INTERESTS OF OR
,LOUT THE WFITTEN PERMISSIOx F OLOCASTLE INFRASTMICTURE.IhC
CAP INTO OUTLET CHAMBER. (CONSEAL CS-231 OR CAP INTO OUTLET CHAMBER. OUTLET, 026" OPENING r.QfYSONT6RU0 <sTLe IHFR B RUc URF, Ixc All RIOHT9RFBewFn
EQUIVALENT), BY OTHERS. FOR 018" HDPE, NEARSIDE. BioPod- BiofiRer Underground
SECTION D-D 10'x24' Panel Vault with Internal Bypass
SECTION A -A VJSTOWR
HD Fowler
JU1114 E
Topgolf Renton -Renton. WA
A N c
SM120 010-AU PPS MJT MJT stil9ss
PDD-
'TION BY DATE w»
• 10545 �YDAE I of 1
BIOINFILTRATION UNIT (WEST BASIN)
FIGURE 5.1.4-k SCHEMATIC REPRESENTATION OF A FLOW RESTRICTOR (TEE)
11 MIN UNDER
PAVEMENT
REMOVABLE
ELEVATION
WATERTIGHT
PER PLANS
COUPLING OR
FLANGE-716"
MA?L
2" MIN.
6" MIN,
OW
RE ICTOR
s"IIN_
E D L-
a' MAX.-
PLATE WELDED
PIPE SUPPORTS 1 5 x a
SEE NOTE 6 MI24
TO ELBOW WITH
T
ORIFICE AS SPECIFIED
D
1
y
ELBOW RESTRICTOR
� OUTLET PIPE
DETAIL
SEE NOTF5 1 & 5
NTS
INVERT AND
ELEVATION
PER PLANS
RESTRICTOR PLATE WITH
ORIFICE DIAMETERA$
SPEC IFIEO (NOT NEEDED IF
FOR SPILL CONTROL ONLY
ACCESS
ADJACENT TO TEE
2" MIN. CLEARANCE TO
ANY PORTION
OF FROP-T INCLUDING
ELBOWS
A
ISOMETRIC
NTS
ELBOW
RESTRICTOR
SEE DETAIL
NTS
FRAMEa SOLID COVER
MARKED "❑RAIIN" WITH LOCKING
BOLTS SEE NOTE 3 & KCROCS
DWGS7-022.7�VERT11rALBA
TOP OF RISER ELEVATION CB#5: 26,17
TOP OF RISER ELEVATION CB#20: 28.83
R
WATER
SURFACE
2' MIN.
SECTION A -A
NTS
SECONOARYINLET
RAkNDHOLDS, STEPS
OR LADDER SEE
KCROCS DWG, 7-006
INLET
PIPE
ROD FOR
CLEANOUTORAIN
(ROD BENT A5
REQUIRED FOR
VERTICAL
ALIGNMENT WITH
COVER)SEE
KCRDCS DING. 7.026
ADD ITIONAL LADDER
RUN (IN SETS) TO
ALLDW ACCESS TO
TANKS OR VAULTS
WHEN CATCH 15
FILLED WITH WATER,
1
A
NOTES: AN.GLF AS
1. USE it MIMIMUMI OF A 54" DIAMETER TYPE 2 CATCH BASIN. NECESSARY
2. OUTLET CAPAG]TY, 100-YEAk DEVELOPED PEAT{ FLOW. PLPLAN ��� SSE EEE NNOTEOTE 7
3, METAL PARTS: CORROSION RESISTANT, NTS
STAINLESS STEEL OR ALUMINIZED STEEL.
4, FRAME AND LADDER OR STEPS OFFSET SO:
A. CLEANOUT GATE IS VISIBLE FROM TOP-
E- CLIMB -DOWN SPACE 15 CIrEAR OF RISER AND CLEANOUT GATE.
C FRAME IS CLEAR OF CURB,
S. IF METAL OUTLET PIPE CONNECTS TO CEMENT CCNGRETE PIPE: OUTLET PIPE TO HAVE SMOOTH
O.D. EQUAL TO CONCRETE PIPE 1.0- LESS 1/4"
6. PROVI❑E AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL
(MAXIMUM 3'. 0- VERTICAL SPACING)
7, LOCATE EL80W RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN.
S. LOCATE ADINTIONAL LADDER. RUNGS IN STRUCTURES USED AS ACCESS TO TANKS ANO VAULT
TO ALLOW ACCESS WHEN CATCH BASIN I$ FILLED WITH WATER.
9. TEE SHALL BE CONSTRUCTED OFALUMMUM CMP OR ALUMINIZED STEEL CMP MEETING
WSDOTIAPWA STANDARDS.
FLOWRESTRICTOR (TEE)
NTS
UNIT ID: East
BioPod Underground - Panel Vault
Treatment Flow Rate = 1.38 cfs
6"
6"
TYP
INLET, 026" OPENING
FOR 018" CPEP,
IE: 24.96'
2X V-9"
OD WALL ID 3X INTERIOR
BAFFLE WALL,
EL: 28.96'
10'-9" MEDIA
SURFACE AREA
2" MULCH.
18" StormMix- MEDIA
JW(4X
12" DRAIN ROCK.
06" SLOTTED PVC
UNDERDRAIN PIPE.
SECTION B-B
6X 024" BOLTED & GASKETED ACCESS COVERS.
FIELD POURED CONCRETE COLLAR REQUIRED,
BY OTHERS.
3X INTERIOR BAFFLE WALL, 3X INTERIOR BAFFLE WALL,
EL: 28.96' EL: 28.96'
5X DRAIN DOWN 2X INTERIOR WALL,
DEVICE, SK-0962 EL: 29.29' RIM: VARIES
BYPASS WEIR, VARIES
EL: 27.63' 1
2X 030" DOGHOUSE J
OPENING,
IE: 24.46'
40'-6" SLAB OD
39'-6" WALL OD
38'-0" WALL ID -
#1 12'-0" MEDIA #2 12'-0" MEDIA #4 12'-0" MEDIA
SURFACE AREA SURFACE AREA SURFACE AREA
8X4"x24"INLET 6" 2'-6"
5X DRAIN DOWN WINDOW,
DEVICE, SK-0962 B
D IE: 27.13'
BBB I�B I�B BBB OMB B ® I
-D 8X COBBLES FOR 4X 06" SLOTTED
2X INTERIOR WALL, ENERGY PVC UNDERDRAIN
EL:29.29' DISSIPATION. PIPE.
PLAN VIEW
(TOP SLAB & BASE SLAB JOINT PROJECTION NOT SHOWN FOR CLARITY)
9" TYPICAL
WALL THICKNESS
BYPASS WEIR,
EL: 27.63'
OUTLET, 026" OPENING
FOR 018" CPEP,
IE: 24.46'
08" ORIFICE CAP
012"DOGHOUSE
OPENING FOR 010" PVC
6X 036" BOLTED & GASKETED ACCESS COVERS,
FIELD POURED CONCRETE COLLAR REQUIRED,
-14'-0" TOP SLAB #1 13'-0" TOP SLAB #2 13'-6" TOP SLAB #3 BY OTHERS.
2X 030" DOGHOUSE BYP S
OPENING, IE: 24.46' 2X INTERIOR WALL, TOP OF STRUCTURE : 30.79' A
EL: 29.29'
RIM: VARIES
a:.... <._. :,l ;; .., s .. • t)^ `" .. ..'' r ,.,..-... . T. ..., . , ri 1,-4" SLAB 31.12' IN
C= I O H O Oli;il C= I C= I C= HIA O I O
N^ IE: 24.96' Y
O
INLET, 026" OPENING10"
R 4X 06" UNDERDRAIN. SLAB #1 " OPENING FOR 018" CPEP FOR
�20'-3" BASE Y 20-3" BASE SLAB
FOR 4/
8X COBBLES FOR ENERGY DISSIPATION. 5X DRAIN DOWN 10"x84" OPENING FOR 4X 06" UNDERDRAIN,
DEVICE, SK-0962 J
BX 4"x24" INLET WINDOW, IE: 27.13' IE: 24.46', (TYPICAL 2 PLACES).
INTERIOR/EXTERIOR JOINT SEALANT REQUIRED,
(CONSEAL CS-231 OR EQUIVALENT), BY OTHERS.
SECTION D-D SECTION A -A
(OUTLET PIPE NOT SHOWN FOR CLARITY)
3.17'
P8.00"] 6
1'-2" SLAB IE; 24.46'
OUTLET, 026" OPENING
FOR 018" CPEP
012" DOGHOUSE
OPENING FOR 010" PVC
BIOINFILTRATION UNIT (EAST BASIN)
NTS
BlorelenUW
Bi"fl4"IUn
NU I tJ:
1.
DESIGN LOADINGS:
A. AASHTO HS-2044 WI IMPACT.
B. DESIGN FILL: 1' MAXIMUM.
C. ASSUMED WATER TABLE = 5' BELOW GRADE.
D. DRY LATERAL EARTH PRESSURE (EFP) = 40 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 28 DAY COMPRESSIVE STRENGTH SHALL BE
5,000 PSI MINIMUM.
3,
STEEL REINFORCEMENT. REBAR, ASTM A-615 OR A-706,
GRADE 60.
4.
MESH REINFORCEMENT. ASTM A-1064, S1.2, GRADE 80.
5.
CEMENT: ASTM C-150 SPECIFICATION.
6.
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
ENGINEERIAUTHORITY 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 PLUS
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
THESTRUCTURE.
12,
OLDCASTLE REPRESENTATIVE TO BE ON SITE TO
OVERSEE INSTALLATION,
13,
CONTRACTOR TO ENSURE UNIT IS PROTECTED FROM
CONSTRUCTION DEBRISIRUNOFF AFTER INSTALLATION.
14,
CONTRACTOR RESPONSIBLE FOR SUPPLYING CRANE TO
Q
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 BE NON -SHRINK, 5000 PSI MINIMUM BEFORE
BACKFILLING).
15.
SECTION HEIGHTS, SLABAVALL THICKNESSES AND
KEYWAYS ARE SUBJECT TO CHANGE DUE TO
AVAILABILITY AND PRODUCTION PLANT CAPABILITY.
16,
ADAPTORS/ANGLES AND EXTERNAL PIPING BY OTHERS.
17.
MAXIMUM PICK WEIGHT: 61,700 LES.
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11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 1 f: 425-453-8208
www.navixeng.com
�L ZA R
OF WASgj���
itally sign
by nelle T flin
Date:
9 UUUU 2022.09.3
418726:M 29-MO'
�'SSIONAL 0
ENGINEERS CONSTRUCTION RECORD CERTIFICATION
THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD
CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR
Z
VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD
MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT
REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE,
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING
CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION.
Q
NAVIX CERTIFICATION
Q
R-412347
BY
O
V
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W
SURVEYED: SCALE: DATE:
Z.NALL VERTICAL: NAVD 1988 ARCO/M U RRAY 09.26.2022 J
HORIZONTAL: NAD 1983/1991 CITY O F
DESIGNED: :� TOPGOLF RENTON PAGE:FIELDBOOK:
0 2 RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN � RENTON 780 LOGAN AVENUE NORTH PAGE: O
DRAWN: I _
® 2 RECORD DRAWINGS NAVIX 06.10.22 JET J.GREEN DRAWING NO: rvn ONE INCH DATUM
Q 4 1 RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: AT FULL SCALE RENTON WA 98057 C'3R12 a
J.TAFLIN SCALE ONE INCH
Planning/Building/Public Works Dept.
NO. REVISION BY DATE APPR APPROVED: DRAINAGE DETAILS SHEET: OF O
J.TAFLIN 47 82