HomeMy WebLinkAboutR-394710NE 1/4 OF S 321 T 23 N1 R 5 E
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1505 Westlake Ave. N.
Suite 305
z Seattle, WA 98109
Ld
018' OPENING FOR 012' NDPE.-
OUTLET INVERT: 3195.60'.
3'-0'
T
3'-6'
018" OPENING FOR 012HDPE,__
INLET INVERT: 395.6D'.
030' MANWAY ACCESS WITH LADDER
RDA: 1:400,52'.
030" MANWAY ACCESS WITH LADDER
RIM: i400.74'.
030" MNWAY ACCESS WITH LADDER
RIM: ±400.62'-
030' MANWAY ACCESS WITH LADDER
RIM: t4OO.53'.
192'-2%' (INCLUDES Yi GAP PER
BILL OF MATERIALS
TYPE
QUANTITY
I HEIGHT
A
10
Y
Al
1
3
B
IS
3
B,
,
3'
82
1
r
C
1
3'
C1
r
C2
,
3'
D
1
3
DI
I
r
D2
I
r
03
,
r
Fl
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r
F2
,
r
F3
1
3'
TOTALS
3 TOP
36
4' BASE
7
030' MANWAY ACCESS
7
024, MANWAY ACCESS
a
LADDER
1
7 FOOT 61NCH
VOLUME
0
CUBIC FEET
030' MANWAY ACCESS
WITH LADDER
STORM CAPTURE MODULES BY CIDCASTLE PRECAST INC-
RPM: ±400.68'.
INSIDE DMENSIONS: 7' W a IV L ! 3' H, SYSTEM INVERT: 395.60'.
INSIDE DIMENSIONS: 7' W a 15' L a 7' H. SYSTEM INVERT: 391.60'.
- - - - -
- -
- -
024' MANWAY ACCESS
F1 B
C
024' MANWAY ACCESS
RIM: t401.81'_
J
RIM: t40LI53%
•
024' MANWAY ACCESS
024' MANWAY ACCESS
RM: ±401.66'.
C1 A
D I
RIM: *401 37'
- --
- •J
F.
----
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I
D1
A
B
B
B
B1
B
B
B
B
C2 I
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D2
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A
A
A
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A
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__T7_
D3
B
B
B
B
62
B
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B
C1,
F2 I
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OB' OPENING
030"
OPENING
MANWAY ACCESS WITH tADDFR
08' OPENI NG
FOR 0IN PVC,
FOR e6' PVC,
O
RIM'. t401.t0'.
FOR 06' PVC.
INLET INVERT;
396,60'.
INLET INVERT-
396,60'.
INLET INVERT
396.60'.
2'-0'
67' t'
030" MANWAY ACCESS WITH LADDER
15'-Ch'
160'-2Y'
RIM: ±400,98'
DESIGN NOTES:
i. DESIGN LOADINGS:
A. AASHTO HS-2044 W? IMPACT,
B. DEPTH OF COVER = 6' - 54 (120 PCF ASSUMED),
C. ASSUMED WATER TABLE = BELOW BOTTOM OF PRECAST.
D. DRY LATERAL EARTH PRESSURE (EFP) = 45 PCF.
E_ LATERAL LIVE LOAD SURCHARGE = 80 PSF (APPLIED TO 8' BELOW GRADE).
FNO LATERAL SURCHARGE FROM ADJACENT BUILDINGS, WALL PIERS, OR FOUNDATIONS.
2. CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 6,000 PSI.
3. STEEL REINFORCEMENT. REBAR, ASTM A-615 OR A-706, GRADE 60,
4. CEMENT: ASTM C-150 SPECIFICATION.
S. STORM CAPTURE MODULE TYPE = INFILTRATION.
6. DEPTH OF AGGREGATE BEARING LAYER TO BE DETERMINED BY GEOTECHNICAL ENGINEER
(SEE OLDCASTLE TECH NOTE SC-01).
7. ALLOWABLE SOIL BEARING PRESSURE ADDRESSED IN OLDCASTLE TECH NOTE SC-01.
8. REFERENCE STANDARDS:
A. ASTASTM C 890
B. ASTM
C 691
C. ASTM C 913
9. CONSTRUCTION EQUIPMENT EXCEEDING DESIGN LOADING SHALL NOT BE ALLOWED ON
STRUCTURE- ANY DESIGN CONSTRAINT DIFFERENT FROM ABOVE REQUIRES CUSTOM
STRUCTURAL DESIGN AND MAY REQUIRE THICKER SUBGRADE AND REVISED PRICING,
COMPACTED Ell. SEE INSTALLATION GU®E.
BY OTHERS.
PLAN VIEW
SCALE 1716' = 1'-0'
NOTE:
SEVEN (7) MODULES HAVE 4' TALL SOLID
BASE SECTION IB,, C1. DI-D3. FI-F2)
NOTES TO REVIEWING ENGINEER:
1. THIS SYSTEM IS DESIGNED TO THE PARAMETERS NOTED. PLEASE VERIFY THAT THESE PARAMETERS MEET PROJECT
REQUIREMENTS (I.E. LIVE LOAD AND FILL RANGE), IF DESIGN PARAMETERS ARE INCORRECT NOTIFY OLDCASTLE IMMEDIATELY FOR
REDESIGN AND RE -PRICING.
2. REVIEWING ENGINEER TO CONFIRM ALL PIPE PENETRATION LOCATIONS, SIZES. AND INVERTS.
3. REVIEWING ENGINEER TO CONFIRM ALL MANWAY ACCESS LOCATIONS AND RIM ELEVATIONS.
4. UNLESS OTHERWISE NOTED, ALL PIPE SUPPLIED AND INSTALLED BY OTHERS.
5. THIS SYSTEM IS DESIGNED FOR A GROUNDWATER TABLE BELOW SYSTEM INVERT, REVIEWING ENGINEER TO VERIFY THAT THE
DESIGN GROUNDWATER TABLE IS BELOW INVERT OF PRECAST, IF DESIGN PARAMETERS ARE INCORRECT NOTIFY OLDCASTLE C
IMMEDIATELY FOR REDESIGN AND REVISED PRICING. t o r m w a t e r
S. THIS SYSTEM IS DESIGNED WITHOUT A CONTAINMENT MEMBRANE LINER. IF A LINER IS NEEDED PLEASE CONTACT OLDCASTLE TO S
PROVIDE THIS OPTION IN THE FINAL DESIGN.
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COMPACTED FILL
GEOTEXPLE FABRIC. AGGREGATE BEARING LAYER. SEE INSTALLATION GUIDE.
SEE INSTALLATION GUIDE. SEE DESIGN NOTE 6, BY CONTRACTOR. CONTRACTOR TO ENSURE ADEOUATE BEARING SURFACE BY OTHERS.
PROVIDED IN ACCORDANCE WITH PROJECT SPECIFICATIONS.
SEE DESIGN NOTE 7.
T (206) 522-9510
F (206)522-8344
WWW. PAcLAND.COM
EXTEND AGGREGATE BEARING LAYER
V MINIMUM AROUND ENTIRE STORM
CAPTURE PERIMETER.
TYPICAL ELEVATION
SCALE. 31W - V-O"
STORMICAPTURE
N TS
NOTES
1. FOR INFILTRATION- EXFLTRATION SYSTEMS.
THE AGGREGATE S➢BGRADE MUST BE WASHED AND CLEAN.
2. TER ADUCT INSERTS TO BE KNOCKED OUT AT SPECIFIED
LOCATIONS ONLY, BY OTHERS
Stormwater
REVISION
EL 395.60'
4'-0'
EL 391.60'
7"
EL: 391-02'
SITE SPECIFIC DATA
PROJECT NUMBER
4634
PROJECT NAME
RENTON FIRESTONE
PROJECT LOCATION
RENTON,
WA
57RUC77JRE ID
----
TREATMENT
REQUIRED
VOLUME BASED (CO
FLOW BASED
(CFS)
0.114
TREATMENT HGL AVAILABLE (FT)
N/A
PEAK BYPASS REQUIRED (CFS) -
IF APPLICABLE
0.471?
PIPE DATA
I.E
MATERIAL
DIAMETER
INLET PIPE 1
J96.95
DI
12"
INLET PIPE 2
N/A
N/A
NIA
OUTLET PIPE
395.452
POPE
12'
PRETREATMENT
BIORLTRATON
DISCHARGE
RIM ELEVATION
400.80
400.80
400.80
SURFACE LOAD
PARKWAY
OPEN PLANTER
PARKWAY
FRAME & COVER
36' X 36'
N/A
NIA
WETLANDMEDM VOLUME (CY)
2.73
WETLANDMEDIA DELIVERY METHOD
PER CONTRACT
ORIFICE $IZE (DIA. INCHES}
01.55"
NOTES' PRELIMINARY, NOT FOR CON57RUCRON_
INSTALLATION NOTES
1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND
INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND
APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE
MANUFACTURERS SPECIFICATIONS, UNLESS OFHERWISE STATED IN
MANUFACTURERS CONTRACT
2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER
RECOMMENDS A MINIMUM 6` LEVEL ROCK BASE UNLESS SPECIFIED BY
THE PROJECT ENGINEE✓? CONTRACTOR IS RESPONSIBLE TO VERIFY
PROJECT ENGINEERS RECOMMENDED BASE SPECIRCA77ONS.
J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE
(PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE
MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR ALL GAPS
AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON-SHR)NK
GROUT PEI? MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL
MEET OR EXCEED REGIONAL PIPE" CONNECTION STANDARDS.
4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING
PIPES-
5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS,
MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND
HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE.
6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION.
7, CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR WETLANDS FOR
ACTIVATION OF UNIT MANUFACTURES WARRANTY IS VOID WITH OUT
PROPER ACTIVATION BY A MODULAR WETLANDS REPRESENTATIVE.
GENERAL NOTES
I. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED,
2. ALL DIMENSIONS, ELEVATIONS SPECIFICATIONS AND CAPACITTS ARE SU9JECT TO
CHANGE FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS
AND ACCESSORIES PLEASE CONTACT MANUFACTURER.
n
SURVEYED:
WRH
DESIGNED:
LRR
DRAWN:
CMD
CHECKED:
WFF
BY DATE APPR APPROVED:
BED
C/L SITE CURBING
BY OTHERS
VERTICAL
UNDERDR4IN PATENTED
MANIFOLD PERIMETER,.,. _
i u01D AREA _
_ -
_w DRAIN DOWN LINE
PRE -FILTER - -
aS£E N07E5 % 103
CARTRIDGE r rn ^
FLOW CONTROL
RISER
FT
u
T
T
INLET PIPE
SEE NOTES I
PLAN VIEW
CIL
I
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IE IN
4 I 4.-4 -I 4„
ELEVATION VIEW
Rire.L►_�w:����,�•�3�www �+ �•��r1:�
THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED
AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE
ASSESSED TO ENSURE NO UPSTREAM FLOODfNG. PEAK HGL AND BYPASS
CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY.
LEFT END VIEW
RIGHT END VIEW
JNPA D� : AR
TL!-' NDS
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MODULAR STORMWATER VAULT
N TS
CTODLA(`ADTI IDC' IIAIIT
IL 11UILCI rlrC IV r-A
STORM DRAINAGE SYSTEM 112N SD SEE DETAIL 1/C-6.0
MODULAR WETLAND SYSTEM
SEE DETAIL 2/C-6.0
1' AGGREGATE LAYER
TREATMENT -DETENTION -CONTROL STRUCTURE PROFILE (SCHEMATIC)
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
N TS
ENGINEER'S RECORD
DRAWING CERTIFICATION
SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S
RECORD DRAWING CERTIFICATION NOTE
CITY OF
RENTON
Planning/Building/Public Works Dept.
NOTES:
1. DETAIL IS SCHEMATIC IN NATURE,
AND IS PROVIDED FOR REFERENCE
ONLY. REFER TO SHEET C-2.0 FOR
RIM AND INVERT ELVATIONS
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON FIRESTONE
17808 108TH AVE SE
RECORD DRAWINGS
DRAINAGE DETAILS
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DATE: LL
02/21/2019
FIELDBOOK: z
PAGE: O
DRAWING NO:
C-6.0 z I
SHEET: OF, W
10 18 Er
R-39471 0