HomeMy WebLinkAboutR-385709Q
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24'
EASEMENT
2' COMPACTED 2' COMPACTED
GRAVEL 20' GRAVEL
I� I
10 10
3' 1 MAX.
2.0! _ i� 3' 1 MAX.
6" CRUSHED SURFACING
BASE COURSE �
3" COMPACTED DEPTH ATB 10 •0 W. M.
2" COMPACTED DEPTH HMA 00�'
12'f S.D.
0�8"* S.S.
SHARED DRIVEWAY
�g
O
MYashington
3
GULD
LL
a
2X 036.00" BOLTED do GASKETED
ACCESS COVERS. RISERS do SUB
T&G IMPRESSIONS AS REQUIRED.
FIELD POURED CONCRETE COLLAR
REQUIRED, BY OTHERS. SEE NOTE 2.
TOP SLAB
RISER T&G IMPRESSION,
AS REQUN2ED.
BASE.
018" MAXMAUM. -_\\
SEE NOTE 3.
®rMERENA021
INLET GALLERY.
iir� .0000000._ •ii.
iiiI
►ii. riii� .iiia �ii�
.ii.-�iiiiirri• iiia
018" MAXI MIM.
SEE NOTE 3.
Notes:
1. Precast concrete structure shall be manufactured in with ASTM Deskpmdion C857 and 0858.
2. Fuer system shall be supplied with traffic rated (H20) bolted & gaslketed 036" circular access covers with risers as
required. Shallow applications may require configurations with (H20) bolted & gaskeied square/rectangular access
hatches. Contact KriStar Enterprises, Inc for engineering assistsr►oe. Field poured concrete coNars required, by others.
3. Inlet & outlet pipe(s) (0 18" maximum) may enter device on all three sides of the kI & outlet c >tarnbers r+aspecti►Maly.
For pipe sizes greater than 0 18", contact KriStar Er>irxprir»Ws for irwering assistance.
4. Inlet chamber shall be supplied with drain -down device, designed to remove standing water between storm events.
5. Perk -Fitter systems may be supplied with individual or nx►itiple 18" or 12" high Perk -Filter cartridges. Filter cartridge
may be stacked to accommodate higher flow rates. Contact KdStar Enterprises for�' .
6. For depths less than specked minimums contact KdStar Enterprises for engineering assiatarx�e.
Treatment Flow Refs shown con onn to vvU"--k'wngvon Stale GULD Specifications.
TSE ® Perk Filter TMj03151W KrItar Enterprises, Inc.
4' WIDE CONCRETE VAULT 3s0 Subw PWce, Sarft Rosa, CA 9407
Washington State GULD Ph: 800.579.8619, Fax: 707.524.8186, www.kdstar.com
pu-w FIT
THREE TO SEVEN CARTRIDGES / STACKS PF -V4 -WA -Ml I C lowe JPR 11/15/12 JJPR 3/2/11 SHEET 1 OF 2
PER RENTON CONCRETE
PRODUCTS "PRIVATE
YARD DRAIN" OR EQUAL
1 LENGTH 18"
CONC. CULVERT
DISHED CAST IRON GRATE
PER OLYMPIC FOUNDARY
GRATE NO. 5819
GROUT
6" CONCRETE BOTTOM TO
BE POURED IN PLACE BY
CONTRACTOR
YARD DRAIN
NOT TO SCALE
8 _
DIMENSION WALL Imo- _ .506.THICKNESS.
a
-0180 MAMMU 1.
- Y 1 SEE NOTE 3.
> ,,� �.018" MAXIM.
SEE NOTE 3.
a
4.00'
s [48.00-]
FLOATASLEs WEIR.A\1i
A ` A
5.00'
1� 0 0 [80.0001
I,D
B PASS BETWEEN FLOW YNNU---- 1'15.
FLOW THIIU TUKS 111IWE1R/erPAss
WTO FX70 CHAMBER.� _ �, - � ASSEMBLY. � 1�
PERFORM DnAIN-DIMN
FmD-nom. V FLaw TwRU -�
TUBES PER ASSEIMBLY.
DETAIL A
NdIETWEN
AS!EirLY
SCALP: NONE
2x *36.000 BOLTED & GOSKETED ACCESS COMERS. = PERK FILTER'" CARTRIDGE/STACKS.
RISERS & SLAB T&G Ml111111311IOIM AS ISD.
FIELD POURED CONCfiIETE COLLAR I1113NIVIED,
BY OTHERS. SEE NOTE 2. CARTRIDGE BYPASS PORT.
I
ge
a ;
SEE DETAIL A.
INLET VENTED OUTLET
Y.
-- --- HOOD.
GULD
.18" MAiAiUM. ! �, � MINNNIM DEPTH.
SEE NOTE 3.
SEE CHART
NOTE 6.
MINIMUM DEPTH
- RIM TO OUTLET INVERT -
CARTRI[)III33E STACK COI�IFIGURATION
12"
12"+12" 1 r + 18"
4.25'
[51.00"1
5.00' 5.92' 6.67'
[60.0001 [71 • [80.00"]
.75' [6.00'
TREATED OUTLETS.
DRAIN -Dowty DEVICE. - �- 0180 MAaaMIw.
SEE NOTE 4. - CONCRETE FALSE FLOOR. SEE NOTE 3.
Perk Filter
>Ir Trrai ewnt Flow Rants shown conNo m to WaW*wg-*on State GULD Specifications
TITLE °Perk Filter TM
KriStar Enterprises, Inc.
4' WIDE CONCRETE VAULT 360 Sutton Place, Santa Rosa, CA 95407
Washington State GULD Ph: 800.579.8819, Fax: 707.524.8186, www.kristar.com
THREE TO SEVEN CARTRIDGES / STACKS PF V -4 -WA -0001 C roi c8 JPR 11/15/12 JPR 3/2/1NO. DATE
1 SHEET 2 of 2
CONSULTING ENGINEERS LLC ,�r0 FM
33400 81h -�) s�L,I�. los Avenue South I • I � I � I • `� �` ; � W�l1TNNL
fv CMru ^, Federal Way, WA 98003 • 2 wn
� � all-s1>s
Cd 2 We Dei�v DWw,a You Dig www.00mcivil.com Maw M"-'••° 1 3 F011111111M
811 Civil Engineer" Lo" Sur"Wi" Land Pkmwinq
Public Works I Prajec MMMMM wo ( Lww ospw ArchiMctwe
• ••••••
(1)jWr,N0,0 R,WA3 ESDI JOB #258-044-013 NO.
REVISION
77 -IM 7
=� t..._ 0 1131
=1111111
77=.r.L
vim MND#= 1111=1011111 5��
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING COUNTY ROAD STANDS IRDS
(KCRS), KING COUNTY SURFACE (MATER DESIGN MANUAL (KCS1WDM) AND THE CONDITIONS OF PRELIMINARY
SUBDIVISION SAIL. IT SHALL BE THE SOLE RESPONSOM OF THE APPILICANT AND THE PROFESSOIAL CML
ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE
PLANS. ALL CORRECTIONS 94AL L BE AT NO ADDM%iAL COST OR LIABILITY TO THE CITY OF RENTON.
2. THE DESIGN ELEMENTS WITHIN THESE PLANS HANE BEEN REVIEWED ACCORDING TO THE CITY OF RENTON. SOME
ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY PUN REVIEWER. ANY VARIANCE FROM ADOPTED
STANDARDS IS NOT ALLOWED UNLESS SPECFrALLY APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION.
3. APPROIVAL OF THIS ROAD, GRADING, AND WAINA�GE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER
COI~ISTRUCTION (E.G., DOMESTIC (MATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.).
4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT AC°TMTY, A PRECONNSTRUCTION MEEW MUST BE HELD BETWEEN
THE CITY OF RENTON, THE APPLICANT, AND THE APPLICANTS CONSIRUCTIOI REPRESENTATIVE.
5. A COPY OF THESE APPROVED PLANS MUST BE ON Tl JOB SITE WHENEVER CN
6. CONSTRUCTION NOISE SHALL BE LMMIED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88); NORMALLY,
THIS IS 7A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS.
7. IT SHALL BE THE APPL.K;isWT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL C04OWTION EASEMENTS
NECESSARY BEFORE INITIATING OFF SITE WORK WITHIN THE ROAD RIGHT-OF-WAY.
8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT
BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREAENTS OF THE CITY OF
RENTON IS SUBMITTED TO CITY INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION.
9. DATUM SHALL BE NAYD 1988 UNLESS OTHERWISE APPROVED BY CITY OF RENTON.
10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT,
BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN
ACCORDANCE WITH SECTION 815.02 OF THE APWA STANDARD SPECIFICATIONS.
11. ALL UTU Y TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY.
12. ALL ROADWAY SUBGRADE SHALL BE BA KFILED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.5).
13. OPEN CUTTING OF EXOMIG ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF
RENTON AND NOTED ON THESE APPROVED PLANS.
14. THE CONTRACTOR SHALL BE RESPOISIBLE FOR PROVOINIG ADEQUATE SAFEGUARDS, SAFETY DEVICES,
PROLECTIVE E , AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND
SAFETY OF THE PUBIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK
COVERED BY THE CONTRACTOR. ANY WOW WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL
TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION! 1-07.23,
"TRAFFIC CONTROL," OF THE WSDOT STANDARD SPEC11FICATIONS SHALL APPLY IN ITS ENTIRETY.
PLAN 1
(FOR 900 BEND)
Off/. 1M
� �MMt BrbN1l1� R
1 a
1
MSE
TEE
PLAN 2
(FOR LOT SERVICE)
Nr�MreaVcrRoQ0dWr POE
;� t+ NrNMe
11E.�,Mui'�AIT��
ELEVATION
CLEAN-OUT DETAILS
R-385109
SCALE:YERMCI- NI _
NIM HORIZOWAI NAD 1983/1991 C TY OF
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
NOT TO SCALE
IR D •
OM�
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ULT
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TREATMENT FLOW RATES,
TAL FL
W CAPACITIES & MAXIMUM HEAD LOSS
A
0000
5
W
0I
C#MIDGE
STACK CONFIGURATION
CARTRIDGE
DIMENSION
12"
1180
12" 812"
12" 818"
STACK
- LENGTH -
TREAT1fAH1T
OTAL FLOW
TREA
TOTAL FLOW
TREATMENT TOTAL FLOW
TREATMENT
TOTAL FLOW
QUANTITYFLOW
CAPACITY
FLOW RA
CAPACITY
FLOW RATE CAPACITY
FLOW RATE
CAPACITY
(ID -FEET)
I( S)
(CFS)
(GPM / )
(CFS)
(GPM / CFS) (CFS)
(GPM / CFS)
(CFS)
3
7
1 IW44 /0.045
2.9
30.6/0.66
4.3
40.8/0.091. 5.0
51.0/0.114
6.7
4
9 127.2
/ 0.061
2.9
1 G.W
4.4 154.4/0.121
5.0
68.0/0.152
6.8
5
9
34.0/0.076
2.9
51.0/0.114
4.4
68.0/0.152 5.1
85.0/0.190
6.8
6
11
40.8/0.091
3.0
61.2/0.136
4.5
81.6/0.182 5.1
102.0/0.227
6.9
7
11
47.6/0.106
3.0
71.4/0.159
4.5
95.2/0.212 5.2
119.0/0.265
7.0
MAXIMUM HEAD LOSS
1.7 FEET
2.3 FEET
2.9 FEET
3.5 FEET
>Ir Trrai ewnt Flow Rants shown conNo m to WaW*wg-*on State GULD Specifications
TITLE °Perk Filter TM
KriStar Enterprises, Inc.
4' WIDE CONCRETE VAULT 360 Sutton Place, Santa Rosa, CA 95407
Washington State GULD Ph: 800.579.8819, Fax: 707.524.8186, www.kristar.com
THREE TO SEVEN CARTRIDGES / STACKS PF V -4 -WA -0001 C roi c8 JPR 11/15/12 JPR 3/2/1NO. DATE
1 SHEET 2 of 2
CONSULTING ENGINEERS LLC ,�r0 FM
33400 81h -�) s�L,I�. los Avenue South I • I � I � I • `� �` ; � W�l1TNNL
fv CMru ^, Federal Way, WA 98003 • 2 wn
� � all-s1>s
Cd 2 We Dei�v DWw,a You Dig www.00mcivil.com Maw M"-'••° 1 3 F011111111M
811 Civil Engineer" Lo" Sur"Wi" Land Pkmwinq
Public Works I Prajec MMMMM wo ( Lww ospw ArchiMctwe
• ••••••
(1)jWr,N0,0 R,WA3 ESDI JOB #258-044-013 NO.
REVISION
77 -IM 7
=� t..._ 0 1131
=1111111
77=.r.L
vim MND#= 1111=1011111 5��
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING COUNTY ROAD STANDS IRDS
(KCRS), KING COUNTY SURFACE (MATER DESIGN MANUAL (KCS1WDM) AND THE CONDITIONS OF PRELIMINARY
SUBDIVISION SAIL. IT SHALL BE THE SOLE RESPONSOM OF THE APPILICANT AND THE PROFESSOIAL CML
ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE
PLANS. ALL CORRECTIONS 94AL L BE AT NO ADDM%iAL COST OR LIABILITY TO THE CITY OF RENTON.
2. THE DESIGN ELEMENTS WITHIN THESE PLANS HANE BEEN REVIEWED ACCORDING TO THE CITY OF RENTON. SOME
ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY PUN REVIEWER. ANY VARIANCE FROM ADOPTED
STANDARDS IS NOT ALLOWED UNLESS SPECFrALLY APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION.
3. APPROIVAL OF THIS ROAD, GRADING, AND WAINA�GE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER
COI~ISTRUCTION (E.G., DOMESTIC (MATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.).
4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT AC°TMTY, A PRECONNSTRUCTION MEEW MUST BE HELD BETWEEN
THE CITY OF RENTON, THE APPLICANT, AND THE APPLICANTS CONSIRUCTIOI REPRESENTATIVE.
5. A COPY OF THESE APPROVED PLANS MUST BE ON Tl JOB SITE WHENEVER CN
6. CONSTRUCTION NOISE SHALL BE LMMIED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88); NORMALLY,
THIS IS 7A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS.
7. IT SHALL BE THE APPL.K;isWT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL C04OWTION EASEMENTS
NECESSARY BEFORE INITIATING OFF SITE WORK WITHIN THE ROAD RIGHT-OF-WAY.
8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT
BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREAENTS OF THE CITY OF
RENTON IS SUBMITTED TO CITY INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION.
9. DATUM SHALL BE NAYD 1988 UNLESS OTHERWISE APPROVED BY CITY OF RENTON.
10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT,
BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN
ACCORDANCE WITH SECTION 815.02 OF THE APWA STANDARD SPECIFICATIONS.
11. ALL UTU Y TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY.
12. ALL ROADWAY SUBGRADE SHALL BE BA KFILED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.5).
13. OPEN CUTTING OF EXOMIG ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF
RENTON AND NOTED ON THESE APPROVED PLANS.
14. THE CONTRACTOR SHALL BE RESPOISIBLE FOR PROVOINIG ADEQUATE SAFEGUARDS, SAFETY DEVICES,
PROLECTIVE E , AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND
SAFETY OF THE PUBIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK
COVERED BY THE CONTRACTOR. ANY WOW WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL
TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION! 1-07.23,
"TRAFFIC CONTROL," OF THE WSDOT STANDARD SPEC11FICATIONS SHALL APPLY IN ITS ENTIRETY.
PLAN 1
(FOR 900 BEND)
Off/. 1M
� �MMt BrbN1l1� R
1 a
1
MSE
TEE
PLAN 2
(FOR LOT SERVICE)
Nr�MreaVcrRoQ0dWr POE
;� t+ NrNMe
11E.�,Mui'�AIT��
ELEVATION
CLEAN-OUT DETAILS
R-385109
SCALE:YERMCI- NI _
NIM HORIZOWAI NAD 1983/1991 C TY OF
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
NOT TO SCALE
IR D •
OM�
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CHECKED FOR COMPUANCE TO CITY STANDARDS
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GREENLEAF 3 LOT ADDITION
ROAD CROSS SECTIONS & DETAILS
UTILITY PERMIT #U-15001022
co: 309701
PAGE:
DRI ND:
DT -01
SHEET: ' oF.'