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FIELDBROOK COMMONS
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PROJECT CONTACTS PROJECT DATA
APPLICANT .......... ............................... FIELDBROOK COMMONS, LLC ADDRESS........... ............................... 17040 1087H AVENUE SE
............................... ........................... 9675 SE 367H STREET, SUITE 105
........................... ............................... MERCER ISLAND, WASHINGTON 98040 PARCEL NUMBERS ............................ 2923059022
........................... ............................... (206) 588 -1147
........................... ............................... CONTACT..- JUSTIN LAGERS EXISTING ZONING DESIGNATION......... R -14
........................... ............................... JUS77119FAIMOLDINGS.COY
PROPOSED ZONING DESIGNA 77ON..... R -14
CIVIL ENGINEER /SURVEYOR .............. D.R. STRONG CONSULTING ENGINEERS INC.
.............................. ............................620 77H AVENUE PROPOSED DENSITY .......................... 17.98 DU /NET ACRE
........................... ............................... KIRKLAND, WASHINGTON 98033
........................... ............................... (425) 827 -3063 SEWER AND WATER DISTRICT........... SODS CREEK
... ............................... ........................CONTACT MAHER A. "DI, R.E.
.......................... ............................... MAHER.JOUDIWRSTRONG.COM SCHOOL DI STRI CT .............................. RENTON j403
ARCHI TECT .......... ............................... RIEBE & ASSOCIATES INC. FIRE DI STRI CT..... ............................... CITY OF RENTON FIRE DISTRICT #16
........................... ............................... 1123 MAPLE AVENUE SW, SUITE 270
.......................................................... RENTON, WASHINGTON 98057 TELEPHONE SERVICE ........................ CENTURY LINK
.......................... ............................... (425) 226 -5344
CONTACT.. E. DENNIS RIEBE POWER SOURCE . ............................... PUGET SOUND ENERGY
.......................... ...............................
........................... ............................... EDRIEBEWSN.COM GENERAL NOTES
WETLAND BIOLOGIST .......................... SEWALL WETLAND CONSULTING, INC. AREA OF PROPERTY; 469,024 S.F.
. ............................... .......................... 27641 CONVINGTON WAY SE ,}'2 AREA OF WORK: 323,719 S.F.
........................... ............................... CONVINGTON, WASHINGTON 98042 ALL SOIL TO REMAIN ON SITE
........................... ............................... (253) 859 -0515
.......................... ............................... CONTACT. ED K. SEWALL III TOTAL NEW (DEVELOPED) IMPERVIOUS AREA; 203,000 S.F.
........................... ............................... ESEWALLOSEWALLWCCOM TOTAL EXIST7NG (PRE - DEVELOPED) IMPERVIOUS AREA: 31,520 S.F.
LANDSCAPE ARCHITECT .....................BRADLEY DESIGN CROUP, INC. SOILS NOTE
.......................................................... .M ST. HELENS, SUI7E B AS PER PAGE 5 OF THE GEOTECHN /CAL REPORT, lF GRADING TAKES PLACE
... ............................... ........................TACOMA, WASHINGTON 98402 DURING THE WETTER WINTER OR SPRING MONTHS THE EXPORT OF NA RVE
........................... ............................... (253) 272 -4848 SOILS AND IMPORT OF SUITABLE STRUCTURAL FILL SOILS MAY BE NECESSARY.
........................... ............................... CONTACT..- KA7HLEEN BRADLEY READER
........................... ............................... KATHLEEN014RADTREECOM
SITE PLAN INFORMA77ON
SITE PLAN INFORMATION PER DENNIS RIEBE ASSOCIATES.
S17E VOLUME CALCULA77ONS
CUT VOLUME FILL VOLUME NET VOLUME
(CU. YDS) (CU. YDS) (CU. YDS)
27,442 27,442 0
ALL VOLUMES ARE APPROXIMATE AND REPRESENT EXCAVATION FOR
RESIDENCE AS PROPOSED.
THE V`(lLUMES DO NOT INCLUDE EXPANSION FACTOR OR ANY SOIL TYPE
RESTRICTIONS. THE VOLUMES DO NOT INCLUDE STRUCTURAL EXCAVATION
FOR BUILDINGS
Cd 2 Worl Days Before You Dig
Utidee Undergr 811
Location Center
0D.IAT,ND,CR,WA)
D.R. S7RONG
CONSULTING ENGINEERS
5:01 ENGINEERS PLANNERS SURVEYORS
6207THAVENUE KIRKLAND, WA 98033
0425.8273063 F425.827.2423
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COVER SHEET
C2 OF
28
EXISTING TOPOGRAPHY
C3 OF
28
HORIZONTAL CONTROL PLAN, WEST
C4 OF
28
HORIZONTAL CONTROL PLAN, CENTRAL
C5 OF
28
HORIZONTAL CONTROL PLAN, EAST
C6 OF
28
HORIZONTAL CONTROL PLAN, SOUTH
C7 OF
28
CLEARING AND TESC PLAN, WEST
C8 OF
28
CLEARING AND TESC PLAN, EAST
C9 OF
28
CLEARING AND TESC PLAN, SOUTH
CIO OF
28
TESC NOTES
C11 OF
26
TESC DETAILS
C12 OF
28
GRADING PLAN, WEST
C13 OF
28
GRADING PLAN, CENTRAL
C14 OF
28
GRADING PLAN, EAST
C15 OF
28
GRADING PLAN, SOUTH
C16 OF
28
ROAD DETAILS
C17 OF
28
ROAD CROSS SECTIONS AND DETAILS
C18 OF
28
DRAINAGE CONTROL PLAN, WEST
C19 OF
28
DRAINAGE CONTROL PLAN, CENTRAL
C20 OF
28
DRAINAGE CONTROL PLAN, EAST
C21 OF
28
DRAINAGE CONTROL PLAN, SOU714
C22 OF
28
STORM DRAINAGE DETAILS
C2J OF
28
STORM DRAINAGE PROFILE
C24 OF
28
STORM DRAINAGE PROFILE
C25 OF
28
WEST VAULT DETAILS
C26 OF
28
EAST VAULT DETAILS
C27 OF
28
STORMf/LTER DETAILS
C28 OF
28
COMPOSITE UTILITY PLAN
L -0 OF
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OVERALL SITE PLAN
L -1 OF
6
LANDSCAPE PLAN - WEST
L -2 OF
6
LANDSCAPE PLAN - MID
L -3 OF
6
LANDSCAPE PLAN - EAST (WETLAND)
L -4 OF
6
LANDSCAPE PLAN - SOU714 & NOTES
L -5 OF
6
LANDSCAPE SCHEDULE & DETAILS
L -6 OF
6
SITE DETAILS
IR -i OF
5
IRRIGATION PLAN - WEST
IR -2 OF
5
/RR /GA 77ON PLAN - MID
IR -3 OF
5
IRRIGATION PLAN - EAST (WETLAND)
IR -4 OF
5
IRRIGATION PLAN - SOUTH & DETAILS
IR -5 OF
5
IRRIGATION SCHEDULES, NOTES & DETAILS
TR -1 OF
4
TREE INVENTORY (TREE RETENTION) PLAN - WEST
TR -2 OF
4
TREE INVENTORY (TREE RETENTION) PLAN - MID
TR -3 OF
4
TREE INVENTORY (TREE RETENTION) PLAN -
EAST (WETLAND)
TR -4 OF
4
TREE INVENTORY (TREE RETENTION) PLAN -
SOUTH & CALCULATIONS
PH -1 OF
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LANDSCAPE PHASING PER BUILDING PLAN
ILI OF
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ILLUMINATION PLAN
IL2 OF
3
ILLUMINATION DETAILS
IL3 OF
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ILLUMINATION DETAILS
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REVISION I BY I DATE I APPR
LEGAL DESCRIPTION
THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON,
EXCEPT THAT PORTION THEREOF, LYING WITHIN THE 60 FOOT WIDE RIGHT OF WAY FOR SECONDARY
STATE HIGHWAY NO. 5C (FORMERLY KNOWN AS JOHN F. BENSON ROAD), AS ESTABLISHED BY ORDER
FILED MARCH 19, 1912 UNDER VOLUME 16 OF THE KING COUNTY COMMISSIONER'S RECORDS PAGE 592;
AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED MAY 14, 1999 UNDER
RECORDING Na 9905141847
AND EXCEPT THAT PORTION CONVEYED TO RICHARD R. N /EMI, SYDNEY J. NIEME, DARLENE R.
SJORNSTAD AND THE DARLENE R. BJORNSTAD TRUST BY JUDGMENT RECORDED APRIL 19, 2012 AND
JUNE 8, 2012 UNDER RECORDING NOS. 20120419000630 AND 20120606001092 AND 20120608001093
AND DEED RECORDED MAY 29, 2012 UNDER RECORDING NO. 20120529000485.
TOGETHER WITH THE NORTH QUARTER OF THE WEST HALF OF THE WEST HALF OF THE EAST HALF OF
THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE
5 EAST, W.M., IN KING COUNTY, WASHINGTON.
SURVEYOR'S NOTES
1. ALL TIRE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN 777LE
INSURANCE COMPANY SECOND REPORT SUBDIVISION GUARANTEE ORDER NO 4209 - 1989803 DATED
NOVEMBER 1, 2012. IN PREPARING THIS MAP, D.R. STRONG CONSUL7NG ENGINEERS INC. HAS
CONDUCTED NO INDEPENDENT TIRE SEARCH NOR IS D.R. STRONG CONSUL 77NG ENGINEERS INC. AWARE
OF ANY TIRE ISSUES AFFEC77NG THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP
AND DISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY GUARANTEE. D.R.
S7RONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE COMPANY
REPRESENTATIONS OF THE TIRE'S CONDITION TO PREPARE THIS SURVEY AND THEREFOR D.R. STRONG
CONSULTING ENGINEERS INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT
2. THIS SURVEY REPRESENTS NS/BLE PHYSICAL IMPROVEMENT CONDITIONS BASED ON THE BOUNDARY
AND TOPOGRAPHIC SURVEY PREPARED BY CONCEPT ENGINEERING, INC. PROJECT NO. 31051 AND FIELD
VAR/F/ED BY D.R. STRONG CONSULTING ENGINEERS INC. IN AUGUST, 2012. ALL SURVEY CONTROL
INDICATED AS FOUND' WAS RECOVERED FOR THIS PROJECT IN AUGUST 2012.
3. PROPERTY AREA = 469,024± SQUARE FEET (10.7673± ACRES).
4. ALL DISTANCES ARE IN FEET.
5. THIS IS A FIELD TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STADON
WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING
MONUMENTA770M AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED
IN WAC 332 - 130 -090. ALL MEASURING INSTRUMENTS
AND EQUIPMENT ARE MAINTAINED IN
ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICA DONS.
6. UTILITIES 07HER 771AN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE U77L /T /ES W IH
EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND
UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS
STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT
SHOW. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC
RECORDS D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF
PUBLIC RECORDS.
SJS AS NOTED HOPIEONHi13:N40BE1BBJ% BBI w,
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YLP RENTON
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RE57RICAONS
1. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS RESERVATIONS AND EXCEPTIONS AND
THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR ROAD AS
GRANTED BY DEED RECORDED UNDER RECORDING NUMBER 1336934.
2. THIS SI7E IS SUBJECT TO THE RIGHT TO ENTER TO MAKE REPAIRS, AND THE RIGHT TO CUT
BRUSH AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO UTILITY LINES LOCATED ON THE
ADJOINING PROPERTY AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER
4043987.
J. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN EASEMENT IN FAVOR OF
CASCADE SEWER DISTRICT FOR SEWER MAINS AND APPURTENANCES AS DISCLOSED BY INSTRUMENT
RECORDED UNDER RECORDING NUMBER 7809270194 AND IS SHOWN HEREON.
4. 7HIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN EASEMENT IN FAVOR OF
CASCADE SEWER D1S77?ICT FOR SEWER MAINS AND APPURTENANCES AS DISCLOSED BY INSTRUMENT
RECORDED UNDER RECORDING NUMBER 8003250181 AND IS SHOWN HEREON.
5. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED
AGREEMENT TO DEDICATE ROADWAY' AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING
NUMBER 8103100664.
6. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN EASEMENT IN FAVOR OF KING
COUNTY WATER DISTRICT NO. 58 FOR WATER MAINS AND APPURTENANCES AS DISCLOSED BY
INSTRUMENT RECORDED UNDER RECORDING NUMBER 8210220372 AND IS SHOWN HEREON.
7 THIS SITE IS SUBJECT TO 774E TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTIRED
° DEVELOPER EXTENSION REIMBURSEMENT CONTRACT CASCADE SEWER DISTRICT' AS DISCLOSED
BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8304280626.
8. THIS S17E IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT EN777LED
DEVELOPER EXTENSION REIMBURSEMENT CONTRACT KING COUNTY WATER DISTRICT NO 58" AS
DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8304280645.
9. THIS S 17E IS SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS FOR
ROAD AS GRANTED BY DEED RECORDED UNDER RECORDING NUMBER 9905141847.
10. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT CNI77LED
"SODS CREEK WATER AND SEWER DISTRICT DEVELOPER EXTENSION REIMBURSEMENT
AGREEMENT" AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER
20010323000684.
11. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN 771E DOCUMENT ENTITLED
"LANDSCAPE EASEMENT AGREEMENT" AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING
NUMBER 20120608001094.
BASIS OF BEARINGS
N0142'561E ALONG THE NORTH -SOUTH CENTER OF SECTION LINE, SECTION 29 -23 -5, PER
KCDPWSB CONTROL POINTS 3810 AND 3790
VERTICAL DATUM
NAND 88 PER KCDPWSB
KING COUNTY PUBLIC WORKS SURVEY BRANCH CONTROL
THE CASE AT THE INTERSECTION OF 108TH AVE. SE. AND
QUARTER CORNER OF SECTION 29 -23 -5. ELEVATION = 4
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1 CITY COMMENTS DA1E0 NOVEMBER 8, 2013 YLP 120213 MAJ susveco- snu: Sis
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0.3' WEST WEST
NORTH & 0.3'
FOUND REBAR 8, CAP FOUND CONCRE4MON. WEgT
LS #16723 "LYNN CALL° N1T N 1/2 0.5' WEST & 0.4' SO TN ob N892 03 "Y/ M COURT
DOMINIUM
CLIFADD'S FIRST I ERICKSEN'S SPRING
ADDITION
I
VOL. 413, PG. 53 GLEN ADDITION
I VOL. 48, PG. 22
1 CITY COMMENTS DA1E0 NOVEMBER 8, 2013 YLP 120213 MAJ susveco- snu: Sis
HOLDINGS LLC 2 FINAL REVISIONS YLP 0306.14 MAJ oEV M AS NOTED
D.R. S%RONG 3 CITY COMMENTS 0HH 03.21.14 MAJ
D CONSULTING RS SURV£RS MAJI
4 CITY COMMENTS YLP 04.0.7.14 MN
ENGINEERS PLANNERS SURVEYORS YLP oxc Ixcx
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0425.827,3063 F425.827.2423 v rat a1[ (NCH
www.dretrorg.com NO. REVISION BY DATE APPR
SYMBOL LEGEND:
SURVEY MONUMENT FOUND AS N07ED
SURVEY MARKER FOUND AS NOTED
MAILBOX
UTILITY POLE
STREET LIGHT
;.� LIGHT POLE
CATCH BASIN
SEWER MANHOLE
TELE RISER
SIGN
WTA
WATER METER
WATER VALVE
WATER BLOW OFF
FIRE HYDRANT
IDEC/DOUS TREE
CONIFEROUS TREE
vmlrx. ww sea ., CITY O R
NOPIZONIIL IVD 198]/1991
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DATUM
Planning/Building/Public Works Dept.
FOUND REBAR & CAP
LS #13731 °HARSTAD°
0.1' SOUTH & 0.3' WEST ,
R- 311802
I&
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GRAPHIC SCALE
`2.5 50 100
w
1 INCH= 55 —OFr.
RECOMMENDED FOR APPOVAL
BY: Dater
BY: Date:
BY: Date:
BY: Date:
L
FIELDBROOK COMMONS
EXISTING TOPOGRAPHY
17040 108TH AVENUE SE
RENTON, WA
04.03.14
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SYMBOL LEGEND:
SURVEY MONUMENT FOUND AS N07ED
SURVEY MARKER FOUND AS NOTED
MAILBOX
UTILITY POLE
STREET LIGHT
;.� LIGHT POLE
CATCH BASIN
SEWER MANHOLE
TELE RISER
SIGN
WTA
WATER METER
WATER VALVE
WATER BLOW OFF
FIRE HYDRANT
IDEC/DOUS TREE
CONIFEROUS TREE
vmlrx. ww sea ., CITY O R
NOPIZONIIL IVD 198]/1991
RENTON
DATUM
Planning/Building/Public Works Dept.
FOUND REBAR & CAP
LS #13731 °HARSTAD°
0.1' SOUTH & 0.3' WEST ,
R- 311802
I&
NORTH
GRAPHIC SCALE
`2.5 50 100
w
1 INCH= 55 —OFr.
RECOMMENDED FOR APPOVAL
BY: Dater
BY: Date:
BY: Date:
BY: Date:
L
FIELDBROOK COMMONS
EXISTING TOPOGRAPHY
17040 108TH AVENUE SE
RENTON, WA
04.03.14
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FOUND REBAR & CAP
LS #13731 °HARSTAD°
0.1' SOUTH & 0.3' WEST ,
R- 311802
I&
NORTH
GRAPHIC SCALE
`2.5 50 100
w
1 INCH= 55 —OFr.
RECOMMENDED FOR APPOVAL
BY: Dater
BY: Date:
BY: Date:
BY: Date:
L
FIELDBROOK COMMONS
EXISTING TOPOGRAPHY
17040 108TH AVENUE SE
RENTON, WA
04.03.14
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STA. 10 +00.16, 5.79' L (SE 172ND STREET) g V
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STA. 10 +00.00 S£ 172ND STR
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BENCHMARK.•
KING COUNTY PUBLIC WORKS SURVEY BRANCH CONTROL POINT NO 3810:
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'.' d.• AND SE. 176TH ST. AKA THE SOUTH QUARTER CORNER OF SEC77ON
29-2J-5. ELEVA710M = 401.04 FEET.
BASIS OF BEARINGS:
-_,— N0142'56 "E ALONG THE NORTH -SOUTH CENTER OF SEC77ON UNE, SEC77ON
28 +0( 29 -23 -5, PER KCDPWSB CONTROL POINTS 3810 AND 3790
VER77CAL DATUM.•
NAVD 88 PER KCDPWSB
FRONTAGE NOTE.•
EXISRNG SIDEWALK TO BE REMOVED AND REPLACED. EXISRNG CURB TO
BE RETAINED TO MAXIMUM EXTENT FEASIBLE. IF EXISTING GUTTER IS
FOUND TO REQUIRE REPLACEMENT, CONTRACTOR TO SAWCUT 1 -FOOT INTO
ROADWAY AND GRIND AND OVERLAY EN71RE MDTH OF BIKE LANE.
R = 9172'4 PI = ]00+52.2 16.00' L
CR- j d = 9172'48" PC - 90 +52.26, 22.26'R
L = 55.72' PT = 10 +58.41, 16.00' L
R- 311803
I&
NORTH
GRAPHIC SCALE
` 1 20 40
1 INCH = 20 FT.
/ l
RECOMMENDED FOR APPOVAL
BY: Date: y7.2•ry<
BY: Date:
BY: Date:
BY: Date:
V " ° FIELDBROOK COMMONS 04.03.14
HOLDINGS LLC „oerzouru: „w isasnssi vwc
D.R. STRONG 2 FlNALREVI9ONS NYR04. e.0 MAJ o EMAJ As NoT�D F3 CITY OF
f1ElCB]p(:
CONSUL IINGENGINEERS 3 CITY COMMENTS •14 M"J ""I RENTON HORIZONTAL CONTROL PLAN, WEST
D p 4 CITY COMMENTS au MAJ °^ "' YLP a „E „� 17040 108TH AVENUE SE oz xws a
620 7TH PLANNERS SURVEYORS
6207TH AVENUE KIRKLAND, WA 98033 •r Euu snue
UIEIXEP.
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GRAPHIC SCALE
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1 INCH = 20 FT.
/ l
RECOMMENDED FOR APPOVAL
BY: Date: y7.2•ry<
BY: Date:
BY: Date:
BY: Date:
V " ° FIELDBROOK COMMONS 04.03.14
HOLDINGS LLC „oerzouru: „w isasnssi vwc
D.R. STRONG 2 FlNALREVI9ONS NYR04. e.0 MAJ o EMAJ As NoT�D F3 CITY OF
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CONSUL IINGENGINEERS 3 CITY COMMENTS •14 M"J ""I RENTON HORIZONTAL CONTROL PLAN, WEST
D p 4 CITY COMMENTS au MAJ °^ "' YLP a „E „� 17040 108TH AVENUE SE oz xws a
620 7TH PLANNERS SURVEYORS
6207TH AVENUE KIRKLAND, WA 98033 •r Euu snue
UIEIXEP.
04258273063 F4258272423 MAJ 6rwr CNE wcx PlOnning/BUilding/PUbliC Works Dept. RENTON, WA
www.drslrong.com NO. REVISION BY DATE APPR Erin: v:
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FIELDBROOK COMMONS
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811
UWw Underground Location Center
(ID,Mr,ND,OR,WA)
D.R. STRONG
DR CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
8207TH AVENUE KIRKLAND, WA 98033
0425.8273063 F425,827.2423
...tmng.anm
BENCHMARK.•
KING COUNTY PUBLIC WORKS SURVEY BRANCH CONTROL POINT NO 3810:
TOP OF MONUMENT IN THE CASE AT 771E INTERSECTION OF 108774 AVE. SE.
AND SE. 1767H ST. AKA THE SOU7H QUARTER CORNER OF SEC77ON
29 -23 -5. ELEVA77ON = 401.04 FEET.
BASIS OF BEARINGS.
NO1 4256E ALONG THE NORTH -SOUTH CEN7ER OF SEC77ON LINE, SEC77ON
29 -23 -5, PER KCDPWS8 CON7ROL POINTS 3810 AND 3790
VER77CAL DATUM:
NAVD 88 PER KCDPWSB
R- 311804
I&
NORTH
GRAPHIC SCALE
` 1 20 40
1 INCH =20 Fr.
RECOMMENDED FOR APPOVAL
BY:7 :9�Z Date:1�•7•vt
BY: Date:
BY: Date:
BY: Date:
1 CITY COMMENTS DATED NOVEMBER S. 2013 YLP 12.0213 MN sumErEU sue:
FIELDBROOK COMMONS
2 FINAL REN90N5 YLP 03.08.14 MAJ aE9K.NE ", AS NOTED XOXiZOM.LL: WL 186J/1991 A, „� CITY � 0 r
3 CITY COMMENTS OHH 03.21.14 MAJ MAJ HORIZONTAL CONTROL PLAN, CENTRAL
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4 CITY COMMENTS P 04.03.14 MA R E N TO N J YLP 17040 108TH AVENUE SE
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R = 164.00'
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16 +19.36,
13.16' L
CR -2
d — 2170'25"
PC =
15 +86.10,
16.00' L
L = 60.61'
PT=
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16.00'L
R = 25.00'
PI =
16 +69.36,
15.29' L
CR -3
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PC=
16 +5262,
16.00' L
L = 27.45'
PT =
16 +79.07,
27.98' L
R = 45.00'
P7 =
16 +59.91,
0.19'L
CR -4
d = 24555'06'
PC =
16 +79.07,
27.98' L
L = 225.94'
PT =
16 +79.59,
25.12' R
R = 25.00'
PI =
16 +73.49,
16.29' R
CR -5
4 = 4871427'
PC =
16 +79.59,
25.12' R
L = 20.98'
PT =
16 +6326,
15.96' R
R- 311804
I&
NORTH
GRAPHIC SCALE
` 1 20 40
1 INCH =20 Fr.
RECOMMENDED FOR APPOVAL
BY:7 :9�Z Date:1�•7•vt
BY: Date:
BY: Date:
BY: Date:
1 CITY COMMENTS DATED NOVEMBER S. 2013 YLP 12.0213 MN sumErEU sue:
FIELDBROOK COMMONS
2 FINAL REN90N5 YLP 03.08.14 MAJ aE9K.NE ", AS NOTED XOXiZOM.LL: WL 186J/1991 A, „� CITY � 0 r
3 CITY COMMENTS OHH 03.21.14 MAJ MAJ HORIZONTAL CONTROL PLAN, CENTRAL
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ENGINEERS PLANNERS S SURVEYORS
6207THAVENUE KIRKLAND, WA 98033
0425.827.3063 F425.827.2423
www.dmftngwm
NW 1A SE 1A SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M.
FIELDBROOK COMMONS
REVISION
BY I DATE I APPR
..:. IN.
Ndt'wz . 1981/1991
�- CITY OF
RENTON
Plan ning/Building/Pu bl is Works Dept.
BENCHMARK:
KING COUNTY PUBLIC WORKS SURVEY BRANCH CONTROL POINT NO. 3810.
TOP OF MONUMENT IN THE CASE AT THE IN7ERSEC770N OF 1087H AVE. SE.
AND SE. 176TH ST. AKA THE SOUTH QUARTER CORNER OF SEC77ON
29 -23 -5. ELEVARON = 401.04 FEET. -
BASIS OF BEARINGS:
NOI 42'56 E ALONG 7HE NORTH -SOUTH CENTER OF SEC77ON LINE, SEC77ON
29 -23 -5, PER KCDPWSB CON7ROL POINTS 3810 AND 3790
VERTICAL DATUM:
NAVD 88 PER KCDPWSB
LINE TABLE
LINE
LENGTH
BEARING
L1
14.74
N4322'00 E
L2
2.54
N6601 O7 E
L3
6.51
N0577'57 E
L4
364
N873J25 E
L5
26.29
N195425 E
L6
19.37
N695756"E
L7
8.65
N342244 *E
L8
6.13
N802735 "E
L9
19.87
S582744 *E
LID
6.04
S3732'51 E
Llf
88.45
52678'10E
L12
7.35
S284357 E
L1J
3321
SO424'07 "W
L14
1.06
S5674'19 "E
L15
11129
N0320'18 "E
L16
11.66
N1455'02 "W
L17
4.83
N6628'59 "W
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
C1
4.92
11.01
253552'
C2
10.36
10.01
5976'52"
C3
9.71
10.00
553656'
C4
7.17
15.09
2772'39'
C5
17.71
15.00
6739'00'
C6
10.48
12.00
500331"
C7
26.71
4300
3535'12"
C8
37.80
47.00
4671451"
C9
69.54
97.00
4104'40"
CIO
54.75
150.00
205453"
Ci)
14.72
75.00
117442"
C12
11.97
25.00
272829"
C73
8.96
8.05
634832"
C14
26.46
25.00
603826"
C15
16.81
8.00
120252J"
C16
7.97
25.00
1875'20"
C17
21.58
25.00
492737"
C18
0.92
6.72
74955"
C19
4.50
24.91
102050"
R- 311805
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
RECOMMENDED FOR APPOVAL
BY: 7" Date: 401
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
HORIZONTAL CONTROL PLAN, EAST
17040 108TH AVENUE SE
RENTON, WA
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FIELDBROOK COMMONS
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CITY COMMENTS
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03.21.14
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CITY COMMENTS
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04.03.14
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BY
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RENTON
a►TUM
Planning/Building/Public Works Dept.
BENCHMARK.•
KING COUNTY PUBLIC WORKS SURVEY BRANCH CONTROL POINT NO. 3810.
TOP OF MONUMENT IN THE CASE AT THE INTERSECTION OF 1087H AVE. Sr.
AND SE. 176TH ST. AKA THE SOUTH QUARTER CORNER OF SEC77ON
29 -23 -5. ELEVATION = 401.04 FEET.
BASIS OF BEARINGS.•
N01'4256'E ALONG THE NORTH -SOUTH CENTER OF SEC77ON LINE, SECTION
29 -23 -5, PER KCDPWSB CONTROL POINTS 3810 AND 3790
VER77CAL DATUM:
NAVD 88 PER KCDPWS8
i
R- 311806
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rr:
1 INCH = 20 FT.
IF
R = 196.00'
PI =
16 +25.60,
20.26' R
CR —S
d = 235746"
PC =
16 +63.26,
15.96' R
Date:
L = 81.97'
PT =
15 +87.94,
15.84' R
i
R- 311806
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NORTH
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` 1 20 40
rr:
1 INCH = 20 FT.
IF
RECOMMENDED FOR APPOVAL
BY:
Date: V-7•2.1
BY:
Date:
BY:
Date:
BY:
Date:
FIELDBROOK COMMONS
HORIZONTAL CONTROL PLAN, SOUTH
17040 108TH AVENUE SE
RENTON, WA
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DEVELOPER SHALL PROVIDE THE CITY W1TIV A CCTV VIDEO INSPECTION
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sLAN7ER STRIP I _ GRAVEL C V 2. CCTV OPER SA LL DRAINS /THE CAPON POLICY.' THE EOINSP
DEVELOPER SHALL PROVIDE THE CITY W1TIV A CCTV VIDEO INSPECTION
PORTER S777IP
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EXISTING POWER POLE
COMMENDED
RQOCAIID
BY:
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TO PORTER TER STRIP
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TO BE RELOCA
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811
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` -- OF ALL PROJECT STORM DRAIN LINES PR /OR TO CITY APPROVAL TO
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` INSPECTION CCTV VIDEO. MAXIMUM ALLOWABLE POND /NG DEPTH
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_ V I TR I Y H E I TO BE RILED 1 ( APPARENT WATER TIGH7NESS'DEFIC/ENC /ES IDENTIFlED BY THE VIDEO
1 INSPECTION, THE CITY MAY AT I7S DISCRETION ACCEPT PROJECT
OC I , a I TLL� STIC, AND I D NE(S) FOR WHICH THE DEVELOPER DEMONSTRATES MEET
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VAULT TO BE USE - - - - - - - - - - ^ - - ' —0— DM CONSTRUCTION OF THE WETLAND, TRAIL, AND STORMWATER STRUCTURES
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" " 1 CITY COMMENTS
HOLDINGS LLC
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CONSULTING ENGINEERS 3 an COMMENTS
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6207THAVENUE KIRKLAND, WA 98033
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T. E. S C. LEGEND
NOTES
1. ALL EXISTING TREES WITHIN DEVELOPABLE AREA TO BE REMOVED WITH
THE EXCEPTION OF THOSE SHOWING A DRIPLINE.
2. CCTV STORMWATER DRAINS INSPECTION POLICY 771E PROJECT
DEVELOPER SHALL PROVIDE THE CITY WITH A CCTV VIDEO INSPECTION
OF ALL PROJECT STORM DRAIN LINES PRIOR TO CITY APPROVAL TO
INSTALL THE PROJECT CURBS AND /OR PAVING THE DEVELOPER
SHALL CORRECT ALL DEFICIENCIES FOUND DURING TELEVISION
INSPECTION AND SHOW THE CORRECTION WITH AN UPDATED
INSPECTION CCTV VIDEO. MAXIMUM ALLOWABLE PONDING DEPTH
DETECTED BY VIDEO INSPECTION SHALL BE 0.5 INCHES. FOR
APPARENT WATER TIGHTNESS'DEFICIENCIES IDENTIFIED BY THE VIDEO
INSPECRON, 771E CITY MAY AT ITS DISCRETION ACCEPT PROJECT
DRAIN LINE(S) FOR WHICH THE DEVELOPER DEMONSTRATES MEET
STANDARDS PER WSDOT STANDARDS SPECIFICATIONS EXFILTRATION
TEST -STORM SEWERS [7- 04.3(1)8) OR LOW PRESSURE AIR TEST
[7- 04.3(1)E] OR 7- 04.3(1)Fj
TEMPORARY CONSTRUCTJON FENCING NOTE
TEMPORARY CONSTRUCTION FENCING IS REWIRED ALONG THE EDGES OF
THE LIMITS OF WORK WITHIN THE CRITICAL AREA PORTION OF THE SITE.
THIS SHALL BE INSTALLED PRIOR TO GRADING CLEARING AND
CONSTRUCTION OF THE WETLAND, TRAIL, AND STORMWATER STRUCTURES
IN THIS AREA. THE FENCING SHALL REMAIN UNTIL COMPLETION OF ALL OF
THE CONSTRUCTION IMPACTS.
R- 311808
NORTH
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT
r
RECOMMENDED FOR APPOVAL
BY: Date: `1 ZW
BY: Date:
BY: Date:
BY: Date:
NOVEMBER 6, 2013 AP 1202.13 MAJ
n FIELDBROOK COMMONS
Xoslzo L NN 1961/1991
YLP 03.06.14 MAJ Drswx[D: AS N011� CI y} T O
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RENTON 17040 108TH AVENUE SE
YLP 04.03.14 MAJ YLP oxc IxclxcX
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NOTES
1. ALL EXISTING TREES WITHIN DEVELOPABLE AREA TO BE REMOVED WITH
THE EXCEPTION OF THOSE SHOWING A DRIPLINE.
2. CCTV STORMWATER DRAINS INSPECTION POLICY 771E PROJECT
DEVELOPER SHALL PROVIDE THE CITY WITH A CCTV VIDEO INSPECTION
OF ALL PROJECT STORM DRAIN LINES PRIOR TO CITY APPROVAL TO
INSTALL THE PROJECT CURBS AND /OR PAVING THE DEVELOPER
SHALL CORRECT ALL DEFICIENCIES FOUND DURING TELEVISION
INSPECTION AND SHOW THE CORRECTION WITH AN UPDATED
INSPECTION CCTV VIDEO. MAXIMUM ALLOWABLE PONDING DEPTH
DETECTED BY VIDEO INSPECTION SHALL BE 0.5 INCHES. FOR
APPARENT WATER TIGHTNESS'DEFICIENCIES IDENTIFIED BY THE VIDEO
INSPECRON, 771E CITY MAY AT ITS DISCRETION ACCEPT PROJECT
DRAIN LINE(S) FOR WHICH THE DEVELOPER DEMONSTRATES MEET
STANDARDS PER WSDOT STANDARDS SPECIFICATIONS EXFILTRATION
TEST -STORM SEWERS [7- 04.3(1)8) OR LOW PRESSURE AIR TEST
[7- 04.3(1)E] OR 7- 04.3(1)Fj
TEMPORARY CONSTRUCTJON FENCING NOTE
TEMPORARY CONSTRUCTION FENCING IS REWIRED ALONG THE EDGES OF
THE LIMITS OF WORK WITHIN THE CRITICAL AREA PORTION OF THE SITE.
THIS SHALL BE INSTALLED PRIOR TO GRADING CLEARING AND
CONSTRUCTION OF THE WETLAND, TRAIL, AND STORMWATER STRUCTURES
IN THIS AREA. THE FENCING SHALL REMAIN UNTIL COMPLETION OF ALL OF
THE CONSTRUCTION IMPACTS.
R- 311808
NORTH
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT
r
RECOMMENDED FOR APPOVAL
BY: Date: `1 ZW
BY: Date:
BY: Date:
BY: Date:
NOVEMBER 6, 2013 AP 1202.13 MAJ
n FIELDBROOK COMMONS
Xoslzo L NN 1961/1991
YLP 03.06.14 MAJ Drswx[D: AS N011� CI y} T O
aHH 0331.14 MAJ uw CLEARING AND TESC PLAN, CENTRAL
RENTON 17040 108TH AVENUE SE
YLP 04.03.14 MAJ YLP oxc IxclxcX
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FIELDBROOK COMMONS
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NOTES
1. ALL EXISTING TREES WTHIN DEVELOPABLE AREA TO BE REMOVED WITH
THE EXCEPTION OF THOSE SHOWING A DRIPUNE.
2 CCTV ST0RMW4 TER DRAINS INSPECTION POLICY.. THE PROJECT
DEVELOPER SHALL PROVIDE THE CITY WITH A CCTV VIDEO INSPECTION
OF ALL PROJECT STORM DRAIN LINES PRIOR TO CITY APPROVAL TO
INSTALL THE PROJECT CURBS AND /OR PAVING. THE DEVELOPER
SHALL CORRECT ALL DEFICIENCIES FOUND DURING TELEVISION
INSPECTION AND SHOW THE CORRECTION WITH AN UPDATED
INSPECTION CCTV VIDEO. MAXIMUM ALLOWABLE PONDING DEPTH
DETECTED BY VIDEO INSPECT70N SHALL BE 0.5 INCHES. FOR
APPARENT 'WATER 77GH7NESS'DEFICIENCIES IDEN71RED BY THE VIDEO
INSPECTION, THE CITY MAYA T ITS DISCRETION ACCEPT PROJECT
DRAIN UNE(S) FOR WICH THE DEVELOPER DEMONSTRATES MEET
STANDARDS PER WSDOT STANDARDS SPECIFICATIONS EXFILTRA77ON
TEST -STORM SEWERS [7- 04.3(1)81 OR LOW PRESSURE AIR TEST
[7- 04.J(I)E1 OR 7- 04.3(1)F1.
TEMPORARY CONSTRUCTION FENCING NOTE
TEMPORARY CONSTRUCTION FENCING IS REQUIRED ALONG THE EDGES OF
THE LIMITS OF WORK WITHIN THE CRITICAL AREA PORTION OF THE SITE.
THIS SHALL BE INSTALLED PRIOR TO GRADING, CLEARING, AND
CONSTRUCTION OF THE WETLAND, TRAIL, AND STORMWATER STRUCTURES
IN THIS AREA. THE FENCING SHALL REMAIN UNTIL COMPLETION OF ALL OF
THE CONSTRUCTION IMPACTS
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R- 371809
RECOMMENDED FOR APPOVAL
BY: Date: y/,/�y
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
CLEARING AND TESC PLAN, EAST
17040 108TH AVENUE SE
RENTON, WA
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NW 1A SE 1A SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M.
FIELDBROOK COMMONS
1. THESE N07ES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY,
WATER UTILITY, AND TRANSPORTATION PLANS:
2 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH
THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
J. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S)
SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN 774E FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE W774
APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION DURING THE CONSTRUCTION
PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED
BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONS7RUC77ON.
4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR
THE DURATION OF THE PROJECT. ADDITIONAL MEASURES SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS MAY
BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT
OCCUR FOR 771E DURATION OF THE PROJECT.
5. ALL REQUIRED SEDIMENTA 77ONAROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND
CLEARING AND /OR CONSTRUCTION TO PREVENT TRANSPORTA 77ON OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND
ADJACENT PROPERTIES ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SA 77SFACTORY CONDITION UNTIL
SUCH TIME THAT CLEARING AND /OR CONSTRUCRON IS COMPLETE AND POTEN77AL FOR ON -SITE EROSION HAS PASSED. THE
IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SY57EMS SHALL BE THE
RESPONSIBILITY OF THE PERMITEE.
6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWNG ARE INTENDED TO BE MINIMUM
REQUIREMENTS TO MEET ANTICIPATED SI7E CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL
CONDITIONS DICTATE THE PERM17EE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE
NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT
SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMI7EE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED
BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS AS MAY BE NEEDED,
TO PR07ECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
7. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF
STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES RESTRICTORS CHANNELS OR RETENTION FACILITIES.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS THAT WILL NOT BE DISTURBED FOR TWO DAYS
DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST
THROUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (EG, SEEDING,
MULCHING PLAS77C COVERING ETC.).
9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING
BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT
PROCESS.
10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL.
11. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7)
DAYS
12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN
24 HOURS FOLLOWING A STORM EVENT.
13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL
CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PANNE THE CLEANING OPERATION SHALL NOT FLUSH
SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER,
THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC
COVERING.
15. ANY PERMANENT RETENTIONAETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE
NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS
TO FUNCTION ULTIMATELY AS AN INFILTRA77ON SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE
BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT.. 1), ALL DISTURBED AREAS SHALL BE REWEWED TO IDENTIFY WHICH
ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF
THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF 7740SE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN
UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW.
D.R. STRONG
DU CONSUL ENGINEERS
PLAN
ENGINEERS PLANNERS SURVEYORS
6207THAVENUE KIRKLAND, WA 98033
0425.827.3063 F4268272423
-- .drslmng.mm
IF THE APPLICANT WISHES TO INITIATE OR CONTINUE CLEARING OR GRADING ACTIVITY DURING THE RA /NY SEASON, A FORMAL THE PROJECT GEOTECHNICAL ENGINEER OF RECORD OR HIS REPRESENTA77VE MUST BE ONS17E DURING CRI7CAL EARTHWORK
WRITTEN REQUEST MUST BE SUBMITTED TO PCD. 774E REQUEST MUST INCLUDE AN AUGMENTED 7ESC PLAN, A WR/T7EN OPERATIONS. THE GEOTECHNICAL ENGINEER SHALL OBSERVE ALL EXCAVAT70NS AND FILL AREAS IN ADDITION, THE ENGINEER
NARRA77W DESCRIBING THE POIEN71AL FOR EROSION AND SEDIMENTATION, A CONSTRUCTION SEQUENCE, AND THE PROPOSED SHALL INSPECT 774E SOIL CUTS PRIOR TO CONSTRUCTION OF THE ROCKERIES AND INSPECT THE COMPACTION IN FILL AREAS.
EXTRAORDINARY BMPs THAT WILL BE USED. THE ENGINEER MUST SUBMIT FIELD REPORTS IN WRITING TO THE PCD INSPECTOR FOR SOILS VERIFICATION AND FOUNDATION
_CONSTRUC 77ON NOISE NOTESIHOURS. CONSTRUCTION. ALL EARTHWORK SHOULD BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN THE GE07ECHN /CAL REPORT.
THE GEOTECHNICAL ENGINEER MUST BE PRESENT AT THE PRE - CONSTRUCTION MEETING. IN ADDITION, THE FOLLOWING
1. CONSTRUCTION NOISE OUTSIDE THE ALLOWABLE HOURS IS PROHIBITED. CONSTRUCTION STAGES MUST BE INSPECTED, MONITORED, AND TESTED AS NECESSARY BY THE GE07ECHNICAL ENGINEER OF
2. A CONSTRUCTION PLAN INDICATING HAUL ROUTES AND HOURS. CONSTRUCTION HOURS, AND A TRAFFIC CONTROL PLAN RECORD:
MUST BE SUBMITTED TO THE DEVELOPMENT SERVICES DIVISIONS FOR APPROVAL PRIOR TO A CONSTRUCTION PERMIT BEING 1. S 17E CLEARING AND STRIPPING OF ORGANIC TOPSOIL FOR ALL AREAS TO RECEIVE STRUCTURAL FILL, PAVEMENTS OR
ISSUED. FOUNDA BONS.
J. HAUL HOURS SHALL BE RESTRICTED TO THE HOURS BETWEEN 8 :30 A.M. AND 3:30 PM, MONDAY THROUGH FRIDAY 2 CUT SLOPES OVER FOUR FEET HIGH.
UNLESS 0774ERMSE APPROVED IN ADVANCE BY THE DEVELOPMENT SERVICES DIVISION. J. BENCHING FOR FILL TO BE PLACED ON SLOPES.
4. PERMITTED WORK HOURS IN OR NEAR RESIDENTIAL AREAS: CONSTRUCTION ACTIVITIES THAT REQUIRE CONSTRUCTION OR 4. INSPECTION OF PROPOSED IMPORT FILL MATERIAL, PRIOR TO PLACEMENT.
BUILDING PERMITS AND THAT ARE CONDUCTED IN RESIDENTIAL AREAS OR W77HIN THREE HUNDRED FEET (300) OF RESIDENTIAL
AREAS SHALL BE RESTRICTED TO THE FOLLOWNG HOURS: 5. PLACEMENT OF STRUCTURAL FILL, INCLUDING OBSERVATION OF PROPER MOISTURE CONTENT, LIFT THICKN£S$ AND MINIMUM
COMPACTION.
COMMERCIAL. M TI -FAM/ Y NEW SINGLE FAMILY AND 07H ER NONRESIDEN77AL CONSTRUCTION A RWR S- 6. SUBGRADES FOR RETAINING WALLS, FOUNDATIONS AND FOR THE BASE OF ROCKER /ES
COMMERCIAL, MULTI- FAMILY, NEW SINGLE FAMILY AND OTHER NONRESIDENTIAL CONSTRUCTION ACTIVITIES SHALL BE RESTRICTED Z INSTALLATION OF SUBSURFACE DRAINAGE FACILITIES.
TO THE HOURS BETWEEN 7..00 A.M. AND 8:00 P.M., MONDAY THROUGH FRIDAY. WORK ON SATURDAYS SHALL BE RESTRICTED S. U77LITY TRENCH BEDDING AND BACKFIL, INCLUDING OBSERVATION OF PROPER MOISTURE CONTENT, LIFT THICKNESS AND
TO THE HOURS BETWEEN 9:00 A.M. AND 8 :00 P.M. NO WORK SHALL BE PERMITTED ON SUNDAYS. MIN /MUM COMPACTION.
CONSTRUCTION - RELATED NOISE IS NOT ALLOWED: 9. U77LI77ES ON STEEP SLOPES; SLOPE ANCHORS AND /OR BACKFILL SLOPE STABILIZATION.
• OUTS /DE OF ALLOWABLE HOURS 10. ANY UNUSUAL SEEPAGE, SLOPE, OR SUBGRADE CONDITION AS DELINEATED IN THE GE07ECHNICAL REPORT OR DISCOVERED
IN THE FIELD.
LEGAL HOLIDAYS
SUNDAYS AT THE END OF THE CONSTRUCTION THE GEOTECHNICAL ENGINEER SHALL SUBMIT A FINAL SUMMARY LETTER VERIFYING THAT
CRITICAL STAGES OF THE CONSTRUCTION HAVE BEEN INSPECTED AND ARE IN CONFORMANCE WITH GE07ECHNICAL REPORT.
1. SCHEDULE AND HOLD A PRE - CONSTRUCTION CONFERENCE W17H THE CITY S/TE INSPECTOR. ANY EXCAVATED MATERIAL REMOVED FROM THE CONSTRUCTION SITE AND DEPOSITED ON PROPERTY H77HIN THE CITY LIMITS
2 FLAG OR FENCE CLEAR /TUG LIMITS. ANY BE DONE IN COMPLIANCE WITH A VALID CLEARING & GRADING PERM /T. LOCATIONS FOR THE MOBILIZATION AREA AND y
J. POST A TE W.TIf NAME AND PHONE NUMBER OF TESL SUPERVISOR. STOCKPILED MATER /AL MUST BE APPROVED BY THE PCD INSPECTOR AT LEAST 24 HOURS IN ADVANCE OF ANY DUMPING.
4. RELOCATE I UTILITIES COORDINATE W17H SURVEYOR. CALL 811 PR /OR TO EXCAVATION.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE. STREET SWEEPING NOTE
6. DEMOLISH/REMOV£ EX. IMPROVEMENTS WITI4 /N CLEAR /TUG LIM 175 EXCEPT AS SHOWN.
Z INSTALL PERIMETER PR07EC77ON (REINFORCED SILT FENCES) AND TREE PROTECTION. CONTRACTOR SHALL IMMEDIATELY SWEEP 774E PAVED CITY RIGHT-OF-WAY WHEN DIRT OR 07H£R CONSTRUCTION RELATED
8. BEGIN DETEN77ON VAULT AND SEDIMENT TRAP CONSTRUCTION. DEBRIS IS DEPOSITED. o
9. INSTAL BYPASS LINE AS SHOWN. L ° O '
10. GRADE AND INSTALL INTERCEPTOR SWALES WITH CHECK DAMS. DUST SUPPRESSION NOTE
11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS DUST FROM CLEAR /TUG GRADING AND OTHER CONSTRUCTION ACRNRES SHALL BE M /N /MIZED AT AL TIMES ANY DUST �'
12 RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS S17E CONDITIONS CHANGE, THE EROSION SUPPRESSANTS USED SHALL BE APPROVED BY THE DIRECTOR. PETROCHEMICAL DUST SUPPRESSANTS ARE PROHIBITED. O
AND SEDIMENT CON7ROL IS ALWAYS IN ACCORDANCE WITH 771E CITYS TESC MINIMUM REQUIREMENTS. VAULT MAY BE WATERING THE SITE TO SUPPRESS DUST IS ALSO PROHIBITED UNLESS IT CAN BE DONE IN A WAY THAT KEEPS SEDIMENT OUT ° > p
UTILIZED FOR SEDIMENT CONTROL ONCE COMPLETE (PLUG VAULT OUTLET AND DISPOSE OF SEDIMENT LADEN WATER IN A OF THE PUBLIC DRAINAGE SYSTEM. 3
ER1LIZED AS PER THE C N OF R RENTON INSPECTOR. OCCUR TO THE DOWNSTREAM SYSTEM, BAKER TANKS
SHALL BE U PERMIT NOTES m a W
13. COVER ALL AREAS 714AT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS 1. IF UTILITIES DESIGN CHANGES RESULT IN CHANGES TO THE CLEARING LIM17S SHOWN ON THESE PLANS THE APPLICANT z
DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. MUST SUBMIT A REVISION TO THE CLEARING AND GRADING PERMIT THAT INDICATES THE LOCA77ON OF THE NEW CLEARING
14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. LIMITS.
15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 2 774E PROJECT WORK SHALL FOLLOW THE GUIDELINES OF THE CORPS PERM /T.
16. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. J. IF TURBID DISCHARGE IS ABOVE MAX /MUM ALLOWABLE DISCHARGE PER NPDES REQUIREMENT RESULTS THEN THIS PROJECT W
17. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY CITY OF RENTON INSPECTOR. SHALL OBTAIN A SEWER DISCHARGE PERMIT FOR ALL RUNOFF FLOWS ONSITE
R -31 -1810
2
FINAL REVISIONS
YIP
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CITY COMMENTS
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Planning /Building /Public Works Dept.
C�
RECOMMENDED FOR APPOVA�L' ,','
BY: Dater
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
TESC NOTES
17040 108TH AVENUE SE
RENTON, WA
04.03.14
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— SWALE SPACING DEPENDS
ON SLOPE GRADIENT
MAINTENANCE STANDARDS
1. DAMAGE RESUL77NG FROM RUNOFF OR CONSTRUCTION AC77WTY SHALL BE REPAIRED
IMMEDIATELY.
2. IF THE FACILIRES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND /OR
FREQUENCY OF THE DIKES /SWALES SHALL BE INCREASED.
INTERCEPTOR SWALES SHALL BE
SPACED HORIZONTALLY AS
FOLLOWS
AVERAGE SLOPE
SLOPE' PERCENT.,
20H.-IV
FL04PATH
LENGTH:
MULLEN BURST STRENGTH (ASTM D- 3786- 80A).....400 PSI MIN.
OR LESS 3 -59
300'
(10 -20)
J. HOG FUEL MAY BE SUBS71711TED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE
H.-1V 5 -109
200'
(4 -10)
USED SUCCESSFULLY DN MANY SITES IT GENERALLY REQUIRES MORE MAINTENANCE THAT QUARRY SPALLS.
H.1V 10 -259
100'
(2 -4)
PREVEN71NG SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR /F THE HOG FUEL IS BEING CARRIED ONTO
H; IV 25 -509
50'
INTERCEPTOR SWALE BMP C200
NTS
NOTES:
1. 6 —FT. HIGH TEMPORARY CHAIN LINK FENCE SHALL BE
PLACED AT THE DRIPLINE OF THE TREE TO BE SAVED. FENCE
SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE
POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR
STAKES INTO MAJOR ROOTS
2. FOR ROOTS OVER 1 —IN DIA. THAT ARE DAMAGED DURING
C0NS7RUC770N, MAKE A CLEAN, STRAIGHT CUT TO REMOVE
THE DAMAGED POR770N. ALL EXPOSED ROOTS SHALL BE
TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT
DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS
POSSIBLE
J. WORK WITHIN PR07ECIIOIV FENCE SHALL BE DONE
MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR
TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL
BE ALLOWED WITHIN THE LIMIT OF THE FENCING.
TREE PR07EC7ION DETAIL BMP T101
DRIPLINE
PROVIDE FULL MOTH OF
INGRESS/EGRESS AREA
NOTES:
1. SEE ADJACENT DETAIL.
i 2. A SEPARARON GE07EX71LE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM
L PUMPING UP INTO THE ROCK PAD. 774E GEOIEX77LE SHALL MEET THE FOLLOWING STANDARDS
N.
GRAB TENSILE S7RENG7H (AS7M D- 4751) ................200 PSI
GRAB TENSILE ELONGA77ON (AS7M D- 4632). ........... 309 MAX.
MULLEN BURST STRENGTH (ASTM D- 3786- 80A).....400 PSI MIN.
a
ADS ASTM D-4751) .......... —
( ............ .............................20 45 (U.S. STANDARD SIEVE SIZE)
C
J. HOG FUEL MAY BE SUBS71711TED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE
a_O
so
�
USED FOR PERMANENT ROADS THE EFFEC77WENESS OF HOG FUEL IS HIGHLY VARIABLE, BUT IT HAS BEEN
" >o
USED SUCCESSFULLY DN MANY SITES IT GENERALLY REQUIRES MORE MAINTENANCE THAT QUARRY SPALLS.
s
THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT
a
$
PREVEN71NG SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR /F THE HOG FUEL IS BEING CARRIED ONTO
PAVEMENT. HOG FUEL IS PRWB17ED FROM PERMANENT ROADBEDS BECAUSE ORGANICS IN THE SUB —GRADE
SOILS CAUSE DIMCUL77ES WITH COMPACTION.
4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUC770N ENTRANCE.
5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS
CAN SUBSTAN77ALLY INCREASE THE EFFEC77VENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE.
OTH OF NEW ROADWAY
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HOLDINGS LLC
D.R. STRONG
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ENGINEERS EERS PLANNERS SURVEYORS
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6207TH AVENUE KIRKLANO, WA 98033
0425.817.3063 F425.827.2423
www.dmt=g.wm
NW 1/4, SE 114, SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
Mel
MAINTENANCE STANDARDS
1. ANY SEDIMENT DEPOS17ION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE
CHANNEL IS RESTORED TO 17S DESIGN CAPACITY.
2. IF THE CHANNEL CAPACITY IS INSUFFICIENT FOR THE DESIGN FLOW, IT MUST BE DETERMINED
WHETHER THE PROBLEM IS LOCAL (E.G, A CONSTRUCTION OR BEND) OR THE CHANNEL IS
UNDER — DESIGNED. IF THE PROBLEM IS LOCAL, 774E CHANNEL CAPACITY MUST BE INCREASED
THROUGH CONSTRUCTION OF A BERM(S) OR BY EXCACARON. IF THE PROBLEM IS UNDER — DESIGN,
THE DESIGN ENGINEER SHALL BE NOTRED AND THE CHANNEL REDESIGNED TO A MORE
CONSERVARVE STANDARD TO BE APPROVED BY KING COUNTY.
J. THE CHANNEL SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND
BANKS. IF SCOURING OR EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PRO7EC7ED BY
R/PRAP OR AN EROSION CONTROL BLANKET OR NET.
GROUND SURFACE — GRA 7E
JC 'C Jc \ 1 11 1 OVERFLOW
SOLID WALLS J I II STORAGE
POROUS BOTTOM
RL TER MEDIA
FOR
DEWA7ER/NG
CATCH
BASIN
INSERT NOTES:
1) ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE
REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT
MUST BE DISPOSED OF AS FILL ON S 17E OR HAULED OFF S77E.
2) ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS
FILLED ONE —THIRD OF THE AVAILABLE STORAGE.
3) THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
CATCH BASIN INSERT CROSS — SECTION BMP C220
N75
JOINTS IN FILTER FABRIC MATERIAL
SHALL BE SPLICED AT POSTS USE
STAPLES OR WIRE RINGS OR EQUIVLENT
TO ATTACH FABRIC TO POSTS
2" X 2" BY 14 GAUGE WIRE OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED
12" MIN I I BURY BOTTOM OF FILTER
u MATERIAL IN MINIMUM 4" BY 4
TRENCH
6' MAX. MAYBE INCREASED
TO 8' IF WIRE BACKING IS
USED
FILTER FABRIC
2" X 2" BY 14 GAUGE WIRE OR
EQUIVALENT, IF STANDARD
S77?ENG7H FABRIC USED
2" BY 4' WOOD POSTS
STEEL FENCE POST,
REBAR OR EQUIVALENT
2' MIN
BACKF/LL TRENCH WITH NA71VE SOIL °
OR 3/4"-1.5" WASHED GRAVEL 12" MIN
MINIMUM 4' X 4' TRENCH
SILT FENCE NOTES:
1. SEE ADJACENT DETAIL 2. THE GE07EX77LE USED MUST MEET THE
FOLLOWING SPECIFICARONS.• ADS (ASTM D -4751)
30 -100 SIEVE SIZE FOR SILT FILM
50 -100 SIEVE SIZE FOR 07HER FABRICS
WATER PERM /TnWTY (ASTM D -4491) 0.02 SEC —I MIN
GRAB TENSILE S7RENG7H (AS7M D -4632) 180 LBS MIN. FOR EXTRA STRENGTH FABRIC
100 LBS PER MINUTE STANDARD S7RENG7H FABRIC
GRAB TENSILE ELONGA77ON (ASTM D -4632) 309 MAX.
ULTRAVIOLET RESISTANCE (ASTM D -4355) 709 MIN.
A COPY OF THE MANUFACTURERS' FABRIC SPECIRCA BONS MUST BE AVAILABLE ONSITE
J. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE
FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA S7RENG7H FABRIC IF
FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 4. WHERE THE FENCE IS INSTALLED, THE
SLOPE SHALL BE NO STEEPER THAN 2H :1V.
SILT FENCE DETAIL BMP C233
NTS
10.1
WS
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YLP 03.00.14 MAJ AS NOTED xox=cmu: „,^ IBB] /1991
WNED
OF@I 03.21.14 MAJ
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CHECKED: T ei NLL E INC
REVISION BY DATE APPR w xm ONE ixw
wvnwm: sale "cwnwxcEr
MW
c� CITY OF
RENTON
Planning /Building /Public Works Dept.
C'D
2" — 4" ROCK
L = THE DISTANCE SUCH THAT POINTS A & B
ARE OF EQUAL ELEVA77ON
SPACING BETWEEN CHECK DAMS
7
1
R=3718-11
COMMEN E FOR APPOVAL
BY Date: 7 1
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
TESC DETAILS
17040 108TH AVENUE SE
RENTON, WA
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1. Areld placing drainage elru t— )unction boxes or other Obstructions In front of romp seems areas.
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dimensions and spacing Mown.
3. Curb and gutter shown, sea the Cmtmal Plane far the curb deal, epedlled See Sid Plan F -1 far wrb
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RAMP DETAIL on thle sheet, See Std. Plan F -3 for sidewalk joint placement and details.
5. Ramp elope. Moll not be simper than 12r rv. SIDEWALK RAMP
5. The designer shall provide to the City the an romp type, IocaOon, elevations, and proflee on the TYPES IA, IS, 1C & ID
submitted plans of each of the wrb ramps within the project area, ma ProfJm shot peaAd. enough
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compliance. O♦ ADOPTED
CEIY OF RRITfON
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DATE REVISION
BY "s DWG. NAME: F010 -2 SP PAGE F010.2
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BY: Date:
BY: Date:
BY: Date:
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RENTON ROAD DETAILS
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FIELD—BROOK COMMONS
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N0. REVISION BY DATE APPR AoPROrEa"�0R °"�`
MIN
5" MIN. THICKNESS OF
POROUS CONCRETE
—
(MIN. 28 DAY COMPRESSIVE
STRENGTH OF 3000 PSI)
LMIN. OF FREE- DRAINING SAND
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UNDER THE POROUS CONCRETE SURFACE
NOTES:
1. A MINIMUM OF 6 INCHES OF FREE- DRAINING SAND OR GRAVEL BASE IS
REQUIRED UNDER THE POROUS CONCRETE SURFACE.
2 THE FREE- DRAINING BASE SHALL HAVE LESS THAN 5% FINES (MATERIAL
PASSING THE #'200 SIEVE) BASED ON 774E FRACTION PASSING THE 14 SIEVE.
J. THE POROUS CONCRETE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB
WATER AT A MINIMUM RATE OF 10 INCHES PER HOUR IMMEDIATELY AFTER THE
PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES.
COMPLIANCE K17H THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION
APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE
BUCKET TEST IN WHICH 5 GALLONS OF WATER ARE POURED ONTO THE PAVEMENT
SURFACE ALL AT ONCE FROM A 5- GALLON BUCKET. IF NOTHING BUT A SCANT
AMOUNT OF WATER PUDDLES OR RUNS OFF THE SURFACE, THEN 7HE PAVEMENT
IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. IF 7711S TEST IS NOT
CONCLUSIVE THEN A 6 -INCH RING SEALED AT 771E BASE TO THE PAVEMENT
SURFACE SHALL BE USED TO MEASURE THE ACTUAL RATE OF ABSORPTION.
4. POROUS CONCRETE SIDEWALKS PLACED IN COUNTY ROAD RIGHT- OF-WAY (NOTE
THAT A ROAD VARIANCE IS REQUIRED FOR SUCH PLACEMENT) OR ON PRIVATE
PROPERTY SUBJECT TO VEHICLE LOADING SHALL BE A MINIMUM OF 5 INCHES
THICK AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI.
5. SIDEWALKS AND PA 7705 DN PRIVATE PROPERTY NOT SUBJECT TO VEHICLES
SHALL BE A MINIMUM OF 4 INCHES THICK AND SHOULD HAVE A MINIMUM 28 -DAY
COMPRESSIVE STRENGTH OF 2000 PSI.
PERVIOUS CONCRETE DETAIL
IV IS
R= 371817
RECOMMENDED FOR APPOVAL
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428 i 2473 PJO 33 12 LCPE �. - --
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NO 7E.-
CCTV STORMWATER DRAINS INSPECTION POL/CY.-
CB 28 - THE PROJECT DEVELOPER SHALL PROVIDE THE
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- �^-° -�^� -- D.R. STRONG 2 FINAL REVISIONS YIP 030e.14 MAJ D.N.
AS NOTED d� i � F
Cep 2 Wonting Days Belpre You Dig CONSULTING ENGINEERS 3 CITY COMMENTS OfIN o32t.14 MAJ ►� R E N TO N DRAINAGE CONTROL PLAN, CENTRAL p"°�°"
811 4 CITY COMMENTS YLP 04.03.,4 MAJ °"�" YLP wTUw 17040 108TH AVENUE SE
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9 HOLDINGS LLC xox¢oxru: x+o ree��issrSis
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AS NOTED d� i � F
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PIPE NO.
LENGTH FT,
SIZE IN.
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P1
5
18
+
P2
37
18
LOPE
P3
18
18
LCPE
P4
124
+
LCPE
P5
177
12
LCPE
P6
93
12
LCPE
P7
23
12
LCPE
P8
91
12
LCPE
P9
230
11
LCPE
+
33
+
LCPE
P71
15
18
LCPE
P12
77
18
LCPE
P13
85
12
LCPE
P14
67
12
LCPE
P15
139
12
+
P16
56
12
LCPE
P17
9
12
LCPE
.
+
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t
P/9
81
12
LCPE
P20
56
12
LCPE
P21
70
12
LCPE
P22
78
12
LCPE
P23
105
12
LCPE
P24
133
12
LCPE
P25
11
12
07
P26
8
12
LCPE
P27
32
12
LCPE
P28
80
18
LCPE
P29
+
12
+
P30
67
12
LCPE
P31
70
12
LGPE
P32
+
12
LCPE
P33
70
12
LCPE
P401
94
12
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PIPE NO.
LENGTH FT,
SIZE IN.
TYPE'
P1
5
18
LOPE
P2
37
18
LOPE
P3
18
18
LCPE
P4
124
18
LCPE
P5
177
12
LCPE
P6
93
12
LCPE
P7
23
12
LCPE
P8
91
12
LCPE
P9
230
11
LCPE
P10
33
11
LCPE
P71
15
18
LCPE
P12
77
18
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P13
85
12
LCPE
P14
67
12
LCPE
P15
139
12
LCPE
P16
56
12
LCPE
P17
9
12
LCPE
P/8
65
12
LCPE
P/9
81
12
LCPE
P20
56
12
LCPE
P21
70
12
LCPE
P22
78
12
LCPE
P23
105
12
LCPE
P24
133
12
LCPE
P25
11
12
07
P26
8
12
LCPE
P27
32
12
LCPE
P28
80
18
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P29
9
12
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P30
67
12
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P31
70
12
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P32
86
12
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P33
70
12
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P401
94
12
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P1401
140
12
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P1501
125
12
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P2301
44
12
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DI- DUC77LE IRON PIPE
NOTE:•
CCTV STORMWATER DRAINS INSPEC77ON POLICY THE PROJECT
DEVELOPER SHALL PROVIDE THE CITY WITH A CCTV VIDEO
INSPECTION OF ALL PROJECT STORM DRAIN LINES PRIOR TO CITY
APPROVAL TO INSTALL THE PROJECT CURBS AND /OR PAVING.
7HE DEVELOPER SHALL CORRECT ALL DEFICIENCIES FOUND
DURING TELEVISION INSPEC77ON AND SHOW THE CORREC77ON W17H
AN UPDATED INSPEC77ON CCTV VIDEO. MAXIMUM ALLOWABLE
PONDING DEPTH DETECTED BY VIDEO INSPEC77ON SHALL BE 0.5
INCHES. FOR APPARENT 'WATER 77GH71VESS'DEnCIENCIES
IDEN77FIED BY THE VIDEO INSPECTION, THE CITY MAY AT ITS
DISCRE77ON ACCEPT PROJECT DRAIN LINE(S) FOR WHICH THE
DEVELOPER DEMONS7RA7ES MEET STANDARDS PER W5DOT
STANDARDS SPECIFICATIONS EXFL7RAR0N TEST -STORM SEWERS
[7- 04.J(1)B) OR LOW PRESSURE AIR TEST [7- 04.3(1)E) OR
7- 04.3(1)F)
WETLAND MITIGATION LEGEND
L
W'EILAND CREA77ON AREA
BUFFER RESTORA77ON
FOR TEMPORARY IMPACTS
BUFFER AVERAGING- SUBMACTON
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RECOMMEN
FOR APPOVAL
BY
BY:
Date: 1 L
Date:
BY:
Date:
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DRAINAGE CONTROL PLAN, EAST
17040 108TH AVENUE SE
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PIPE SCHEDULE
PIPE N0.
LENGTH FT.
SIZE IN.
TYPE -
P1
5
18
LCPE
P2
37
18
LCPE
P3
18
18
LCPE
P4
124
18
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P5
177
12
LCPE
P6
93
12
LCPE
P7
23
12
LCPE
P8
91
12
LCPE
P9
230
12
LCPE
P10
33
12
LCPE
PIT
15
18
LCPE
P12
77
18
LCPE
P13
85
12
LCPE
P14
67
12
LCPE
P15
139
12
LCPE
P16
56
12
LCPE
P17
9
12
LCPE
P18
65
12
LCPE
P19
81
12
LCPE
P20
56
12
LCPE
P21
70
12
LCPE
P22
78
12
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P23
105
12
LCPE
P24
133
12
LCPE
P25
11
12
DI
P26
8
12
LCPE
P27
32
12
LCPE
P28
80
18
LCPE
P29
9
12
LCPE
P30
67
12
LCPE
P31
70
12
LCPE
P32
86
12
LCPE
P33
70
12
LCPE
P401
94
12
LCPE
P1401
140
12
LCPE
P1501
125
12
LCPE
P2301
44
12
LCPE
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DI- DUCTILE IRON PIPE
DRYWELL TABLE
RT IN
INVERT OUT
SOIL TYPE
GRAVEL-
I TRIBUTARY AREA
TOP OF TRENCH
BOTTOM OF TRENCH
S.A. OF DRYWELL
VOLUME OF DRYWELL
3.60
41360
SANDY LOAM
380
3060
414.60
409.00
216
1210
6.67
416.67
SANDY LOAM
380
8940
41767
41300
775
3620
0.30
420.30
SANDY LOAM
380
6000
421.30
417.30
575
2300
0.00
420.00
SANDY LOAM
3BO
7060
421.00
417.80
880
2816
2.10
422.10
SANDY LOAM
380
6275
42310
419.40
645
2387
6.00
426.00
GR. SANDY LOAM
380
2500
427.00
425.00
510
1020
7.10
42710
LOAM
570
2940
428.10
425.75
725
1700
6.80
416.80
SANDY LOAM
380
4840
427.80
426.00
1030
1850
6.80
426.80
SANDY LOAM
380
2465
42780
425.8
510
1020
(PERVIOUS TRIBUTARY AREA.
NOTE.•
CCTV STORMWATER DRAINS INSPEC77ON POLICY.- THE PROJECT
DEVELOPER SHALL PROWDE THE CITY W17H A CCTV WOEO
INSPEC77ON OF ALL PROJECT STORM DRAIN LINES PRIOR TO CITY
APPROVAL TO INSTALL THE PROJECT CURBS AND /OR PAWNG.
THE DEVELOPER SHALL CORRECT ALL DEFICIENCIES FOUND
DURING TELEVISION INSPEC77ON AND SHOW THE CORREC77ON W17H
AN UPDATED INSPECT70N CCTV VIDEO. MAXIMUM ALLOWABLE
PONDING DEPTH DETECTED BY WDEO INSPEC77ON SHALL BE 0.5
INCHES. FOR APPARENT 'WATER 77GH77VESS'DEFICIENCIES
IDEN77FIED BY THE WDEO INSPECTION, THE CITY MAY AT ITS
DISCRETION ACCEPT PROJECT DRAIN LINE(S) FOR WHICH THE
DEVELOPER DEMONSTRATES MEET STANDARDS PER WSDOT
STANDARDS SPECIFICATIONS, EXFIL7RA770N TEST -STORM SEWERS
[7- 04.3(1)BJ OR LOW PRESSURE AIR TEST [7- 04.3(1)E] OR
7- 04.J(1)Fj
4111 CITY OF
R RENTON
Plan ning/Buildin g/Pu bl is Works Dept.
C�
R- 311821
I&
NORTH
GRAPHIC SCALE
`� 0
2`�
1 INCH = 20 FT.
RECOMMENDED
FOR APPOVAL
BY
Date:
BY:
Date:
BY:
Date:
BY:
Date:
FIELDBROOK COMMONS
DRAINAGE CONTROL PLAN, SOUTH
17040 108TH AVENUE SE
RENTON, WA
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04.03.14
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PRECAST BASE SECTION
PIPE ALLOWANCES
q• 481nch Diemeler Varies
MAXIMVM
PIPE MATERIAL
INSIDE
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OIAMBTER
REINFORCED OR
ix.
RAIN CONCRETE
DRY WELL
SECTION
ALLMETALPIPE
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0.10
(siD.6RED. OVD6,t (xfl
15
* C NTLENE
6TORMSENERPIPE
NOTES
1. A. ..,table alt.rHOOea to Member shown In the PRECAST BASE
SECTION, Obem(placed 0INAngtothe Starlmd Spedfloatlonak Cr
MINE mesh heWoft a minlmum area of 0.12 square Inches per foot shall
be used with the minimum requlmd rebar shown In the ALTERNATIVE
PRECAST BASE BECTON. Wire mesh shall not be placed In the
knockouts.
2. The knockout diameter shall =star greater Nan 20'. Knockouts shall
have a well thickness of 2' minlmum to 2.5' maximum. Provide a 1.5"
minimum gap between vie knockout wall and the outside of the pipe.
After the pipe Is hnstalied, M the gap with joint motler In amoNance
with Standard Spedflcallon 9-04.3.
3. The maximum depth from the finished grade to the lowest pipe Invert
shaft be T.
4. The frame and gate must be Installed with the flange down.
5. The Precest Base Section may have a rounded floor, and the walls may
M sloped at a to of 1:24 or steeper.
6. The opening shell be measured at the top of the precast base section.
T. All pickup hobs shall be grouted NII alter the basin has been placed.
a. All grade rings and castogs shall be set In mortar In HD CRIance with
Standard Specification 9 -04.3.
SEE NONE
ALTERNATIVE PRECAST BASE SECTION
STD.
PUBLIC WORKS CATCH BASIN TYPE 1 PLAN - 200.00
DEPARTMENT
MARCH 2008
C.32 FULL INFILTRATION
FIGURE C.2.2.0 TYPICAL DRYWELL INFILTRATION SYSTEM
�ROOi Downspout
House U
If]
DRY WELL
PLAN VIEW
NITS
Itr Roof Downspout
Mark Cantor dHole
House t)rerAaw withM Capped PVC
Ol Other means
, _.._,__..,,_.,. n,,,.,al_ F Fm6n wun Surface
F.*
Flee Mae
20K9Slufaa W9HDai®r M=ind -Appm ixC
CJ]
Call 2 Work -ng Days Before You Dig
Uti3tiee Underground Center
(ID,MT,ND,ORWA)
INna09
NW 1/4, SE 114, SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M.
FIELDBROOK COMMONS
CF6T- IWPUCE PRECAST WITH NNER
T= r Rr cnaesoelu
SEPARATE BASE
PRECI
rafimmMLZW.DBI
CATCH BASIN DIMENSIONS
q• 481nch Diemeler Varies
Sides of Hole
Uned with
Filter Fab I.
Hole Filled with
t 1112- T washed 3
4 D_in Rock
Mp 1.
aHasaDCOUT
IFnri.
,rR a �aR,•
9 @NUTEBA6E
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Min. 1' above Seasonal
DRY WELL
SECTION
High Groundwater Table
NITS
C
20K9Slufaa W9HDai®r M=ind -Appm ixC
CJ]
Call 2 Work -ng Days Before You Dig
Uti3tiee Underground Center
(ID,MT,ND,ORWA)
INna09
NW 1/4, SE 114, SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M.
FIELDBROOK COMMONS
CF6T- IWPUCE PRECAST WITH NNER
T= r Rr cnaesoelu
SEPARATE BASE
PRECI
rafimmMLZW.DBI
CATCH BASIN DIMENSIONS
CATCH
DIAMETER
w,
THICKNESS
BKE
IMCNNF36
Mp 1.
aHasaDCOUT
MINIMUM
BERYEEN
IMOLxWT$
BASEREWFONCWOSTEEL
1^a'iL IN EACH W11EClICW
9 @NUTEBA6E
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54'
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035
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030
or
9•
12
2-]9
D.m
NOTES
L No steps are required when height is 4•or less.
2. The bottom of the precest catch basin may be sloped to faditate tleaning.
3. The rectangular frame and grate must be installed with the flange down.
The frame may be cast Into Ole adjustment section.
4. Knockouts snail have Ewell thickness DIY minimum to 2.5'madmum. Provide
a 1.5" minimum gap between the knockout well and the wlsida of the pipe. After
the pipe Is installed 011 the gap Wlih joint mortarin amordanne with Blended
SpeDIOOaWn 9 -04.3.
5. All grade Into, risers, and Coatings shell beset in mortar in amoldance with
PIPE ALLOWANCES
CATCH
PIPE LN]EHIALlN1N
MA%INVM W6NEDNMEIEIT
BASIN
OWkTER
O.CRETE
AU
METAL
CaPoO
50.10
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PROFILE
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Standard Speclflwtlon 0 -04.3. DnnyeW PdwualR.s1«m s..•.reP. (sB spec Pascal
e Isla s°r` Poa1z1S1
pec.Pas133)1
UO PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00
DEPARTMENT
MARCH 2008
d
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dean eNUryelmmpp yno.ev
nolvM1V! min B' PortmW Fee Wf BWMtl
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b� \ x
mm,Nw
SECTION AA
ITS
•taw ma.lorr�owwmrw.areraaBy
Banm.nw won «.ea.
NOTES:
1. THK trench Shell be wmlrvGed Bo as to prwent ON detlaga erWw mwHx,.
2. Trenches maybe placed, ckser then 50 feat m.. em'her.(1O3(WWord 11aw9rel
3. TrenchaN,HNI,o.d.RAbelwel. A 1,Hlosaw¢Nmmdds.
4. 6upPOn pxt apedrg ea required by all mlltlonE toeremegnd6 CwrE remBlmkval.
o� D
R ®� PUBLIC WORKS 50 FOOT DISPERSION TRENCH STD. PLAN - 224.00
DEPARTMENT WITH NOTCHED BOARD MARCH 2006
D.R. STRONG z I PINR`KLIFINJN'
D O CONSUL7/NG ENGINEERS 3 CITY COMMENTS
ENGINEERS PLANNERS SURVEYORS 4 did COMMENTS
6207TH AVENUE KIRKLAND, WA 98033
0425.827.3063 F425,827.2423
FunKorstrong.com Nil. REVISION
{3�
tl
NOTES
1. 1
BASE SECTION
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE.
THE USE OF SHIMS IS PROHIBITED.
3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT
RINGS AND BRICKS PRIOR TO PLACEMENT.
4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS
ARE STAGGERED TO CREATE A RUNNING BOND OR Yx
BOND.
SEE N07 E 4
PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN - 202.00
DEPARTMENT
MARCH 2008
o wxc
QHH 03.21.14 MAJ
YLP 04.03.14 MAJ orate: YLF
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MAJ
BY DATE APPR - FROvl.
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Gil]IeA4NTTE1
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�4/ '�urg19ALNTYPE IL
itch .. HomI
wEW
BECTON O
,NAME DETAIL
NOTES
1. Theasymmetryofiha CombinoWnlNetshallbemnslderadwhen
OW.WBg the offset distance far the Balch basin. Bea SECTION A.
2. ThedlmenNOnsoflheFremeandHoOdmayVary sAghOyamongdg-
ferent manufacturers. The Frame may have Cast features Intended
F.R. ON Be ANO aunaa to support a grata guard. Hood units shall mount outside of the
TOP Fram: ThenretladsforfwteNWIlM fey Barl fie Guard ROd
T to the Flond may very. The Hind may lrrlude Castlng lugs. Thetop
of the Hood may be cast with a pelt..
3. Antadl the Hand to the Same with two 314' x T hes, head DOW. ends,
erldavemlaewashers Thewaathrsshallhevedlemetere adequate
91FEOTVI6APIOE6nRGGnO t. HE.re IBM bearklg Xf.. fhe slots.
xV W VcvEo waif 4. Wean losEdown gates am specified In the centred. prevde RFNa Wes In the lrema Net are vertl ®Gy Mgned Well gn grew Sbls.
Tap each We to accept a 5l8- x -11 NC x T elan heed Cap slew. Locallan of bObdown hdes yard's among dRerent menufadurds.
Sea BOLT -DOWN DETAIL
5. Only dudle Iron Venal Grates shall be used.
6. RIN plan is Intended to show tlN Instafiallon details ofamaDufaC-
Whadl product. II la rot Ina Intent of Ws plan to ahoy the spedflc
wo.ETE'o',, Ishii. necessary, to fabdBate the Basags shown on Ws drawing.
2Y
D PUBLIC WORKS OPEN CURB FACE STD. PLAN - 203.00
N ' DEPARTMENT FRAME AND ORATE
INSTALLATION DETAIL MARCH 2008
Lunrx; xAVO lase CITY 01
AS NDTC/A NOPo Gomm W➢ 19'See CA
ILV RENTON
iDxE INGN I ��M
ATAT ip Planning /Building /Public Works Dept.
IF NOT ONE INCH
swE XCORDwSLY
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Date: !Y
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BY:
Date:
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BY:
Date:
11
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FIELDBROOK COMMONS
STORM DRAINAGE DETAILS
17040 108TH AVENUE SE
RENTON, WA
c� JA -IN
04.03.14
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H. P. ELEV - 429.91 LP. ELEV - 426.60
H. P. STA - 20+54.50
PN STA - 20+60.50 LP. STA - 21 +37.17 H. P. ELEV - 427.33 LP. ELEV - 426.67
PN 12EY - 4J007 PN STA - 21 +08 H. P. STA - 22 +52.25 L.P. STA - 23 +75
A.O. - -10.00 PN ELEV 426.27 Pt4 STA - 22 +52.25 PV1 STA = 2J +75
A.D. - 9.00
K - 200 PN ELEV - 427.71 PN ELEV - 426.18
20.00' VC K - 8.33 A.D. - -2.00 A.D. - 200
75.00 VC K - 75.00 K - 37.50
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56 LF 12' LCPE O 7.01 P20 _IE CB 2TYPE 2 -48' Il C9 i1
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- RIM 426.59
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22 +40
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PVi ELEV - 415.46
A.D. - -2.67
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24+00
29, TOWNSHIP 23 N. RANGE 5 E, W.M.
OK COMMONS
H. P. ELEV - 42aO5
H. P. STA - 25 +51.84
Pt4 STA - 25 +71.85
Pl4 ELEV - 428.45
A.D. - -100
K - 39.99
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12' lE 41591 IJ0 Lf
18' IE 415.41
r (Pit) TO VAULT
28 +00 28 +80 29 +60 30+40 31 +20 32 +00 32 +80
Call 2 Working Days Before You Dig
Ut3tiea Undergr 811Loeation Center
(ID,IAT,ND,OR,WA)
E-9 1 CITY
HOLDINGS LLC 2 FlNAL
D.R. STRONG 3 CITY
D CONSUL77NG ENGINEERS
ill ENGINEERS PLANNERS SURVEYORS 4 CITY
6207THAVENUE KIRKLAND, WA 98033
0415.827.3063 F425.827.2423
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24 +80
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25 +60
440.,
420,
ml
26 +40 27 +20 28+00
H. P. ELEV - 424.05
H. P. STA - 50+82.16
PN STA - 50 +91.45
PVI ELEV - 424.74
A.D. - -4.73
IF K - 25.36 q/,
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26 +40 27 +20 28+00
H. P. ELEV - 424.05
H. P. STA - 50+82.16
PN STA - 50 +91.45
PVI ELEV - 424.74
A.D. - -4.73
IF K - 25.36 q/,
o
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51 +20
52 +00
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GRAPHIC SCALE
0 20 40 80
1 INCH= 40 FT.
HORIZONTAL
0 5 10 20
1 INCH = 10 FT.
VERTICAL
R- 311823
r
ECOMMENDER FOR APPOVAL
BY Date: y/ Aq
BY Date:
BY: Date:
BY: Date:
NOVEMBER 6. 2013 YLP 1102.13 MAJ 'U� wAr Naw isae °"`
° "I= °m. �° M FIELDBROOK COMMONS 04.03.14
nP DT2 14 MAJ ° cN° /S NOTED �� CITY OF STORM DRAINAGE PROFILE
°"" 032,'4 MAJ RENTON
r1r 04.oa14 MAJ YLP QA�M 17040 108TH AVENUE SE
wuxv¢ w.
ONE INLN
txEC1E`MAIf •T wLL S°++< Planning /Building /Public works Dept. RENTON, WA
II WT pE INCH
REVISION BY DATE APPR 57EET,3 a:28
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50 +40
51 +20
52 +00
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GRAPHIC SCALE
0 20 40 80
1 INCH= 40 FT.
HORIZONTAL
0 5 10 20
1 INCH = 10 FT.
VERTICAL
R- 311823
r
ECOMMENDER FOR APPOVAL
BY Date: y/ Aq
BY Date:
BY: Date:
BY: Date:
NOVEMBER 6. 2013 YLP 1102.13 MAJ 'U� wAr Naw isae °"`
° "I= °m. �° M FIELDBROOK COMMONS 04.03.14
nP DT2 14 MAJ ° cN° /S NOTED �� CITY OF STORM DRAINAGE PROFILE
°"" 032,'4 MAJ RENTON
r1r 04.oa14 MAJ YLP QA�M 17040 108TH AVENUE SE
wuxv¢ w.
ONE INLN
txEC1E`MAIf •T wLL S°++< Planning /Building /Public works Dept. RENTON, WA
II WT pE INCH
REVISION BY DATE APPR 57EET,3 a:28
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H. P. ELEV — 430.04
H. P. STA — 41 +J2.94
PW STA — 41 +33.02
PW ELEV a 430.12
A.D. _ —4.04
K " 3.71
NW 1A SE 'A SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M.
FIELDBROOK COMMONS
N.�,
2
FlNAL REVISIONS
3
CITY COMMENTS
4
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H. P. ELEV — 430.80
H. P. STA >• 16 +78.35
PW STA 16 +5806
PW ELEV - 431.69
A.O.: —700
80 +00 80 +80 81 +60 a2 +40
Cal 2 Working Days Before You Dig
Utilities tlndergr and Locates, Center
(1D,Wr,ND,OR,WA)
101-40
11 +20 1122 +000 12 +80 iJ +60 14 +40
" " 1 CITY COMMENTS DATED NOVEMBER 6.
HOLDINGS LLC
D.R. STRONG
CONSUL77NG ENG/NEERS
2
FlNAL REVISIONS
3
CITY COMMENTS
4
CITY COMMENTS
O
ENGINEERS PLANNERS SURVEYORS
D
6207TH AVENUE KIRKLAND, WA 98033
� O
m
NO.
REVISION
0425.827.3063 F 425 627 2423
www.disbung.wrn
15 +20
BY I DATE I APPR
16 +00
16 +80
17 +60
sis N Np'988 CITY OF
AS NOTED gIZOM UD 190 /1991 ��
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as INCH �TUM
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AT n,u scue Planning /Building /Public Works Dept.
IF NOT ONE INCH
Dsc4 xCt"CH. Y
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420
420
0
60+00 60+80
GRAPHIC SCALE
0 20 40 80
1 INCH = 40 FT.
HORIZONTAL
0 5 10 20
1 INCH = 10 FT.
VERTICAL
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R- 371814
RECOMMEND D FOR APPOVAL
BY��I Date: 0
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
STORM DRAINAGE PROFILE
17040 108TH AVENUE SE
RENTON, WA
A-
04.03.14
9
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A`
- 92.00'
f N 1 1333' IBOV 402.50) V 1.00'
4 Z O PERIMETER 8'x8' OPENING IN WALL (TYP.)
cO
w cLc 40.50' \ g• 5X MIN. / / 18" INLET
D! G B 24' MAINTENANCE / O
a- /r 5% MIN. RISER (TYP) 0.5R' MIN. 0.5R MIN. / / O
26.50' (7)P.) _ _ _ _ _ _ _ 5% MIN.
/z —�\ ( )
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0 IBOV 397.33 O PERIMETER I LADDER (TYP.)
J 12• INLET
m A
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LLJ VAULT DETAIL
LL_ 1. —201
NW 1A SE 1A SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M.
FIELDBROOK COMMONS
5x20' GRATE W/ LADDER & 24• SQUARE FRAME AND 24" ROUND SOLID COVER
RIM EL= 41700 MARKED "DRAIN" WI7H LOCKING BOLTS (T)P.)
LOCKABLE HINGED ACCESS HATCH Z_ RIM 417.00
SEE NOTE 3
414.00 TOP
OF DETENTION
i�
of
6" FOOTING DRAIN
EL. 40300 (TYP.)
12- OUTLET
EL. 40300
EL. 398.00 _
EL. 39733
I
26.50'
W._Q__DES1GN L
WS 403.00
1.0' AVERAGE
SEDIMENT STORAGE (TYP.)
0.50' FREEBOARD
8'x8' OPENING IN WALL,
TIP. 2 PLACES SEE PLAN NEW
0.5' MINIMUM
SEDIMENT STORAGE
MID.)
1333'
SECTION A —A
I._5
5x20' GRATE W/ LADDER & 24" SQUARE
FRAME AND 24" ROUND SOLID COVER RIM EL= 417.00
�MARKED "DRAIN" WITH LOCKING BOLTS (TYR) LOCKABLE HINGED ACCESS HATCH
RIM 417.00 (NON — TRAFFIC BEARING)
TOP OF VAULT EL. 415.50 7
0.50' FREEBOARD
REMOVABLE BAFFLE _
012• INLET
EL. 401.00 _
5R MIN.
1.0' AVERAGE —
SEDIMENT STORAGE (TYP.)
398.00' TOP OF
SEDIMENT STORAGE
FRAME AND 24" ROUND SOLID COVER
MARKED 'DRAW- WITH LOCKING BOLTS (TYP.)
RIM 41700
414:00 TOP
OF DETENTION
LQ. DESIGN
WS 403.00
IBOV 397.33
OUTLET
403.00
SECnoN B -B
1• =5•
DETENTION SUMMARY SHEET
VAULT NO TES.
/. ACCESS OPENINGS SHALL BE POSITIONED A MAX. OF 50 FT FROM ANY
LOCATION WITHIN THE VAULT, AND AT THE INLET AND OUTLET.
2. IBOV = INSIDE BOTTOM OF VAULT ELEVA770N.
J. VAULT GRATE TO INCLUDE 2'x2' HATCH DESIGNED FOR EASY OPENING.
VER77CAL DATUM.
NAVD 88 PER KING COUNTY PUBLIC WORKS SURVEY BRANCH (KCPWSB) VERTICAL CONTROL
HORIZONTAL DATUM:
NAD 83191 PER KING COUNTY PUBLIC WORKS SURVEY BRANCH (KCPWSB) HORIZONTAL CONTROL
Cap 2 Working Days Before You Dig
811
UfiBes Underground Location Center
(ID,WT,ND,CR,WA)
NOTE.•
SEPARATE STRUCTURAL DESIGN PLANS AND CALCULATIONS FOR THE TWO PROPOSED STORM VAULTS
MUST BE SUBMITTED TO THE BUILDING DEPARTMENT A SEPARATE BUILDING PERMIT APPLICATION WILL
BE REQUIRED FOR THE CONSTRUCTION OF THE VAULTS.
EWE
HOLDINGS LYC 2
D.R. STRONG 3
D D CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS 4
6207THAVENUE KIRKLAND, WA 98033
0 425 827 3063 F4258272423
www.drstwng.com NO.
CONTROL ROD (ROD BENT AS REDO FOR
VERTICAL ALIGNMENT WITH COVER)
12" RISER PIPE
PIPE SUPPORT(S)
(SEE NOTE 4),
ORIFICE 0 —1.65' 1
11.00'
DETENTION DEPTH
2
SHEAR GATE WITH CONTROL
ROD FOR CLEANOUT/DRA /N—
5.00'
W.O.
i' SECTION OF PIPE
ATTACHED BY GASKETED
BAND TO ALLOW REMOVAL
RES7RICTOR PLATE W/ ORIFICE
0 = 0.80" O.C. 1
(SHARP EDGED SHOP DR /LLED)�
FROP DETAIL
NIS
FROP NOTES.•
1. OUTLET CAPACITY: 100 —YR PEAK FLOW
2. METAL PARTS CORROSION RESISTANT. NON — GALVANIZED PARTS PREFERRED. GALVANI2ED PIPE PARTS TO
HAVE ASPHALT TREATMENT 1.
J. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE.: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO
CONCRETE PIPE I.D. LESS 114"
4. PROVIDE AT LEAST ONE 3 X 090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3'
VERTICAL SPACING)
5. LOCATE ELBOW RESTR/CTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN.
l<. Ir mm I � 1 _ 1 wvnw: xw lase
xoxrzornu_ xen isv /ies� CITY OF
FINAL REN90NS YLP 03.08.14 MAJ oESwxEO� � NOTED j � I I
CITY COMMENTS OHN 03.21.14 MAJ ML RENT ON
aTT commENTs YLP 1 03.14 MAJ vas": YLP
_
_ NE_W_CN
cNECxCOMA7 6 WT CxE E I. xCx Planning /Building /Public Works Dept.
REVISION BY DATE APPR "" "^ �"" ACOgp1N ""
Wu
12.0 FROP REMOVABLE WATERTIGHT
RISER _\ COUPLING OR FLANGE
PLATE WELDED TO ELBOW
WITH ORIFICE AS SPECIFIED
ELBOW RESTRICTOR DETAIL
NIS
R- 371825
C ID
r
RECOMMEND
FOR APPOVAL
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VAULT NO TES.
/. ACCESS OPENINGS SHALL BE POSITIONED A MAX. OF 50 FT FROM ANY
LOCATION WITHIN THE VAULT, AND AT THE INLET AND OUTLET.
2. IBOV = INSIDE BOTTOM OF VAULT ELEVA770N.
J. VAULT GRATE TO INCLUDE 2'x2' HATCH DESIGNED FOR EASY OPENING.
VER77CAL DATUM.
NAVD 88 PER KING COUNTY PUBLIC WORKS SURVEY BRANCH (KCPWSB) VERTICAL CONTROL
HORIZONTAL DATUM:
NAD 83191 PER KING COUNTY PUBLIC WORKS SURVEY BRANCH (KCPWSB) HORIZONTAL CONTROL
Cap 2 Working Days Before You Dig
811
UfiBes Underground Location Center
(ID,WT,ND,CR,WA)
NOTE.•
SEPARATE STRUCTURAL DESIGN PLANS AND CALCULATIONS FOR THE TWO PROPOSED STORM VAULTS
MUST BE SUBMITTED TO THE BUILDING DEPARTMENT A SEPARATE BUILDING PERMIT APPLICATION WILL
BE REQUIRED FOR THE CONSTRUCTION OF THE VAULTS.
EWE
HOLDINGS LYC 2
D.R. STRONG 3
D D CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS 4
6207THAVENUE KIRKLAND, WA 98033
0 425 827 3063 F4258272423
www.drstwng.com NO.
CONTROL ROD (ROD BENT AS REDO FOR
VERTICAL ALIGNMENT WITH COVER)
12" RISER PIPE
PIPE SUPPORT(S)
(SEE NOTE 4),
ORIFICE 0 —1.65' 1
11.00'
DETENTION DEPTH
2
SHEAR GATE WITH CONTROL
ROD FOR CLEANOUT/DRA /N—
5.00'
W.O.
i' SECTION OF PIPE
ATTACHED BY GASKETED
BAND TO ALLOW REMOVAL
RES7RICTOR PLATE W/ ORIFICE
0 = 0.80" O.C. 1
(SHARP EDGED SHOP DR /LLED)�
FROP DETAIL
NIS
FROP NOTES.•
1. OUTLET CAPACITY: 100 —YR PEAK FLOW
2. METAL PARTS CORROSION RESISTANT. NON — GALVANIZED PARTS PREFERRED. GALVANI2ED PIPE PARTS TO
HAVE ASPHALT TREATMENT 1.
J. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE.: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO
CONCRETE PIPE I.D. LESS 114"
4. PROVIDE AT LEAST ONE 3 X 090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3'
VERTICAL SPACING)
5. LOCATE ELBOW RESTR/CTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN.
l<. Ir mm I � 1 _ 1 wvnw: xw lase
xoxrzornu_ xen isv /ies� CITY OF
FINAL REN90NS YLP 03.08.14 MAJ oESwxEO� � NOTED j � I I
CITY COMMENTS OHN 03.21.14 MAJ ML RENT ON
aTT commENTs YLP 1 03.14 MAJ vas": YLP
_
_ NE_W_CN
cNECxCOMA7 6 WT CxE E I. xCx Planning /Building /Public Works Dept.
REVISION BY DATE APPR "" "^ �"" ACOgp1N ""
Wu
12.0 FROP REMOVABLE WATERTIGHT
RISER _\ COUPLING OR FLANGE
PLATE WELDED TO ELBOW
WITH ORIFICE AS SPECIFIED
ELBOW RESTRICTOR DETAIL
NIS
R- 371825
C ID
r
RECOMMEND
FOR APPOVAL
BYamtk
Dater
BY:
Date:
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BY:
Date:
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BY:
Date:
�O
FIELDBROOK COMMONS
WEST VAULT DETAILS
17040 108TH AVENUE SE
RENTON, WA
04.03.14
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144.00'
LADDER
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34.00'
18" INLET
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NW 1A SE 1A SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
12 "0 VENT.
PIPE (TIP.)
OUTLET
- 8'.5x10' OPENING IN WALL 5x10' GRATE W/ LADDER & 24" SQUARE
10' OPENING IN WALL
J 12" INLET
B
VAULT DETAIL
1 "=20'
6" FOOTING DRAIN
EL. 415.00 (TYP.)
12" OUTLET ff Q DESIGN L
EL. 41A 00 WS 415.00
5%
1BOV 408.71
DE7EN77ON SUMMARY SHEET
Call 2 Working Days Before You Dig
Uts Underground �Location Center
(ID,MT,ND,CR,WA)
1.0' AVERAGE
SEDIMENT STORAGE (TYP.)
SECTION A -A
5'x10' GRATE W/ LADDER & 24" SQUARE
RIM EL= 427.97 LOCKABLE HINGED ACCESS HATCH
(NON - TRAFFIC BEARING)
= 0.50' FREEBOARD
-O--5%
12 "0 FROP REMOVABLE WATER77GHT
RISER -\ COUPLING OR FLANGE
0
t;
O
h
RIM El= 427.70
PLATE WELDED TO ELBOW -J
-I' TYP.
LOCKABLE HINGED ACCESS HATCH
SEE N07E 3
1BOV 409.21
f & PER /METER
NIS
1
COMMENTS COMM75 DRIED NOVEMBER
N
- - - FIN /SHED GRADE _
HOLDINGS LLC
D.R. STRONG 2
RNAL REVISIONS
_
do
4
4
COMMENTS
CITY dNAMEN75
DRS
ENGINEERS PLANNERS SURVEYORS
6207TH AVENUE KIRKLAND, WA 98033
0425.827.3063 F425.827.2423
1)
NO.
REVISION
- ..tlrsfmng.wm
0.50' FREEBOARD
o
�
J5% MIN.
n
(TYP.)
8.5x10' OPENING IN WALL, -
TYP. 2 PLACES SEE PLAN VIEW
6" FOORNG DRAIN
EL. 415.00 (TM..)
�0. DESIGN _
- 115 415.00
18" INLET
O EL. 412.50
_
8'.5x10' OPENING IN WALL
L7
-
10' OPENING IN WALL
J 12" INLET
B
VAULT DETAIL
1 "=20'
6" FOOTING DRAIN
EL. 415.00 (TYP.)
12" OUTLET ff Q DESIGN L
EL. 41A 00 WS 415.00
5%
1BOV 408.71
DE7EN77ON SUMMARY SHEET
Call 2 Working Days Before You Dig
Uts Underground �Location Center
(ID,MT,ND,CR,WA)
1.0' AVERAGE
SEDIMENT STORAGE (TYP.)
SECTION A -A
5'x10' GRATE W/ LADDER & 24" SQUARE
RIM EL= 427.97 LOCKABLE HINGED ACCESS HATCH
(NON - TRAFFIC BEARING)
= 0.50' FREEBOARD
-O--5%
12 "0 FROP REMOVABLE WATER77GHT
RISER -\ COUPLING OR FLANGE
0
t;
O
h
CONTROL ROD (ROD BENT AS REDO FOR
VERTICAL ALIGNMENT WITH COVER)
5 x20' GRATE W/ LADDER & 24" SQUARE
RIM EL= 427.21
LOCKABLE HINGED ACCESS HATCH
SEE NOTE 3
- 12" RISER PIPE /
PIPE (
423.50' TOP _ (SEE NOTE 4)
OF DEIENRON
o _
Wo � 12'
° IE= 415.00
12 OUTLET
m EL. 415.00
SHEAR GATE WITH CONTROL
ROD FOR CLEANOUT/ORA /N�
3�
ho �
1' SECTION OF PIPE
EL. 409.50 ATTACHED BY GASKETED -�
55r EL. 408.71 BAND TO ALLOW REMOVAL
RESTR/CTOR PLATE W/ ORIFICE -..;,
0 = 0.87" O.C.
(SHARP EDGED SHOP DRILLED)
4" ELBOW 8.5,
1E= 420.420• -550 DE7ENRON DEPTH
ORIFICE 0 =1.60" 1
12"
FROP DETAIL
NIS
5x10' GRATE W/ LADDER & 24" SQUARE
RIM EL= 42771 LOCKABLE HINGED ACCESS HATCh
(NON - TRAFFIC BEARING)
VAULT LID DESIGNED FOR HS -20 LOADING (TYP.)
423.50' TOP _
OF DETENTION _
VER77CAL DATUM:
NA VD 88 PER KING COUNTY PUBLIC WORKS SURVEY BRANCH (KCPWSB) VERTICAL CONTROL
HORIZONTAL DATUM.
NAD 83191 PER KING COUNTY PUBLIC WORKS SURVEY BRANCH (KCPWSB) HORIZONTAL CONTROL
VAULT NOTFS•
1. ACCESS OPENINGS SHALL BE POS177ONED A MAX. OF 50 FT FROM ANY
LOCA71ON WITHIN THE VAULT, AND AT THE INLET AND OUTLET.
2. IBOV = INS /DE BOTTOM OF VAULT ELEVA RON.
J. VAULT GRATE TO INCLUDE 2•x2' HATCH DESIGNED FOR EASY OPENING
NO7F•
FROP NOTES,
1. OUTLET CAPACITY 100 -YR PEAK FLOW
2. METAL PARTS CORROSION RESISTANT. NON - GALVANIZED
PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE
ASPHALT TREATMENT 1.
J. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE
PIPE.. OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO
CONCRETE PIPE LD. LESS 114"
4. PROVIDE AT LEAST ONE 3 X 090 GAUGE SUPPORT
BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3'
WR77CAL SPACING)
S. LOCATE ELBOW RESTR/CTOR(S) AS NECESSARY TO
PROVIDE MINIMUM CLEARANCE AS SHOWN.
FRAME AND 24" ROUND SOLID COVER
MARKED "DRAIN" WITH LOCKING BOLTS (TYR)
RIM 426.68
Od
0.5$
SEPARATE STRUCTURAL DESIGN PLANS AND CALCULATIONS FOR 774E TWO PROPOSED
STORM VAULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT. A SEPARATE
BUILDING PERM /T APPLICA 77ON MLL BE REQUIRED FOR 774E CONSTRUCTION OF THE
VAULTS.
.AJ SJS �1: ` 1 /I CITY 0 F
nP D3.08.14 A1A11 A NOIED XOXIZONLK: NID 1801/1091 �I
DESIONEP� V�GV
°"" 03.2,.14 MAJ .0 R E N T O N
VIP 04.03.14 MAJ ON�rm: YLP
I q1E IHCX I
CHECKED Evil Planni ng/Building/Public Works Dept.
MAJ IF NOT ONE IXL"
BY DATE APPR �P^ sc.1E .CCOnp "cEr
MAJ
12" INLET
EL. 413.00
1.0• AVERAGE
SEDIMENT STORAGE (T)P.)
R- 311826
/ COMMENDED tORAPPOVAL
BY a Date: L/4
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
EAST VAULT DETAILS
17040 108TH AVENUE SE
RENTON, WA
04.03.14
PWE:
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ti �
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PLATE WELDED TO ELBOW -J
WITH ORIFICE AS SPECIFIED
ELBOW RES7RICTOR DETAIL
NIS
1
COMMENTS COMM75 DRIED NOVEMBER
N
HOLDINGS LLC
D.R. STRONG 2
RNAL REVISIONS
CONSUL ANG ENGINEERS
do
4
4
COMMENTS
CITY dNAMEN75
DRS
ENGINEERS PLANNERS SURVEYORS
6207TH AVENUE KIRKLAND, WA 98033
0425.827.3063 F425.827.2423
1)
NO.
REVISION
- ..tlrsfmng.wm
CONTROL ROD (ROD BENT AS REDO FOR
VERTICAL ALIGNMENT WITH COVER)
5 x20' GRATE W/ LADDER & 24" SQUARE
RIM EL= 427.21
LOCKABLE HINGED ACCESS HATCH
SEE NOTE 3
- 12" RISER PIPE /
PIPE (
423.50' TOP _ (SEE NOTE 4)
OF DEIENRON
o _
Wo � 12'
° IE= 415.00
12 OUTLET
m EL. 415.00
SHEAR GATE WITH CONTROL
ROD FOR CLEANOUT/ORA /N�
3�
ho �
1' SECTION OF PIPE
EL. 409.50 ATTACHED BY GASKETED -�
55r EL. 408.71 BAND TO ALLOW REMOVAL
RESTR/CTOR PLATE W/ ORIFICE -..;,
0 = 0.87" O.C.
(SHARP EDGED SHOP DRILLED)
4" ELBOW 8.5,
1E= 420.420• -550 DE7ENRON DEPTH
ORIFICE 0 =1.60" 1
12"
FROP DETAIL
NIS
5x10' GRATE W/ LADDER & 24" SQUARE
RIM EL= 42771 LOCKABLE HINGED ACCESS HATCh
(NON - TRAFFIC BEARING)
VAULT LID DESIGNED FOR HS -20 LOADING (TYP.)
423.50' TOP _
OF DETENTION _
VER77CAL DATUM:
NA VD 88 PER KING COUNTY PUBLIC WORKS SURVEY BRANCH (KCPWSB) VERTICAL CONTROL
HORIZONTAL DATUM.
NAD 83191 PER KING COUNTY PUBLIC WORKS SURVEY BRANCH (KCPWSB) HORIZONTAL CONTROL
VAULT NOTFS•
1. ACCESS OPENINGS SHALL BE POS177ONED A MAX. OF 50 FT FROM ANY
LOCA71ON WITHIN THE VAULT, AND AT THE INLET AND OUTLET.
2. IBOV = INS /DE BOTTOM OF VAULT ELEVA RON.
J. VAULT GRATE TO INCLUDE 2•x2' HATCH DESIGNED FOR EASY OPENING
NO7F•
FROP NOTES,
1. OUTLET CAPACITY 100 -YR PEAK FLOW
2. METAL PARTS CORROSION RESISTANT. NON - GALVANIZED
PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE
ASPHALT TREATMENT 1.
J. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE
PIPE.. OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO
CONCRETE PIPE LD. LESS 114"
4. PROVIDE AT LEAST ONE 3 X 090 GAUGE SUPPORT
BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3'
WR77CAL SPACING)
S. LOCATE ELBOW RESTR/CTOR(S) AS NECESSARY TO
PROVIDE MINIMUM CLEARANCE AS SHOWN.
FRAME AND 24" ROUND SOLID COVER
MARKED "DRAIN" WITH LOCKING BOLTS (TYR)
RIM 426.68
Od
0.5$
SEPARATE STRUCTURAL DESIGN PLANS AND CALCULATIONS FOR 774E TWO PROPOSED
STORM VAULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT. A SEPARATE
BUILDING PERM /T APPLICA 77ON MLL BE REQUIRED FOR 774E CONSTRUCTION OF THE
VAULTS.
.AJ SJS �1: ` 1 /I CITY 0 F
nP D3.08.14 A1A11 A NOIED XOXIZONLK: NID 1801/1091 �I
DESIONEP� V�GV
°"" 03.2,.14 MAJ .0 R E N T O N
VIP 04.03.14 MAJ ON�rm: YLP
I q1E IHCX I
CHECKED Evil Planni ng/Building/Public Works Dept.
MAJ IF NOT ONE IXL"
BY DATE APPR �P^ sc.1E .CCOnp "cEr
MAJ
12" INLET
EL. 413.00
1.0• AVERAGE
SEDIMENT STORAGE (T)P.)
R- 311826
/ COMMENDED tORAPPOVAL
BY a Date: L/4
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
EAST VAULT DETAILS
17040 108TH AVENUE SE
RENTON, WA
04.03.14
PWE:
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1
TOP BILL
SEE F
COVER DETAIL
PLAN VIEW
STANDARD OUTLET RISER
FLOWKIT: 43A
CONTRACTOR TO GROUT TO
FINISHED
GRADE
RING/RISERS ISERS
d
INLET PIPE
FILTER
CARTRIDGE
FLOW KIT
OUTLET SUMP
HOPE OUTLET RISER
cGCTlnhi e_n
T
A
D.MANHOLE
)CTURE
J.
NW 1/4, SE 114, SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M.
FIELDBROOK COMMONS
STORMFILTER DESIGN NOTES
STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION MD THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE
STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES(]). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM T CARTRIDGES.
072" MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CPS. IF THE SITE CONDITIONS EXCEED 1.5 CPS AN UPSTREAM BYPASS STRUCTURE IS
REQUIRED.
CARTRIDGE SELECTION
CARTRIDGE HEIGHT
27"
18'
LOW DROP
RECOMMENDED HYDRAULIC DROP (D
1 3.05'
1 2.3'
1.8'
SPECIFIC FLOW RATE '
29Pm15'
I9PmIR
29Pm9P 1gpm
29pOJIP
19pmXP
CARTRIDGE FLOW RATE (9Pm)
1 22.5
1 11.25
1 15 1 7.5
1 10
1 5
FRAME AND COVER
(DIAMETER VARIES)
N.T.S.
SITE SPECIFIC
DATA REQUIREMENTS
STRUCTURE ID
CB 26
WATERQUALITY FLOW RATE Cfs)
0.046
PEAK FLOW RATE CIS )
0.759
RETURN PERIOD OF PEAL( FLOW )
100
B OF CARTRIDGES REQUIRED
11
CARTRIDGEROWRATE
5
MEDIA TYPE (CSF. PERLITE,Z .GAG, PHS
ZPG
1 29Pm
4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS
PIPE DATA
I.E.
MATERIAL
DIAMETER
INLET PIPE pt
40288
LOPE
12'
INLET PIPE 1k
M306 AND BE CAST WITH THE CONTECH LOGO.
OUTLETPIPE
401.08
1 LOPE 1
12'
BE 7- INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS.
•PPflOVEUA,
RIM ELEVATION 416.00
ANTI - FLOTATION BALLAST WIDTH
HEIGHT
NOTESISPECIAL REQUIREMENTS:
' PER ENGINEER OF RECORD
WEST 96" 0 STORMFILTER MANHOLE
NTS
IL�
Cell 2 WorIft Days Before You DIg
WNW$ Underground Location Center
(ID,M7,,ND,0R,WA)
1A
INLET
TOP SLAB ACCESS
SEE FRAMEAND
COVER DETAIL
CONTRACTOR TO GROUT TO
FINISHEDGRADE
RINGIRISERS
INLET PIPE
PLAN VIEW
STANDARD OUTLET RISER
FLOWKIT: 42A
STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE
GENERAL NOTES
)ATABLES
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
=FLE
d
2. DIMENSIONS MARKED WITH ()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAYVARY.
18' Il
LOW DROP
3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR COWECH ENGINEERED SOLUTIONS
1 3.05
1 2.3'
LLC REPRESENTATIVE. Bmw.mM.hES.wm
SPECIFIC FLOW RATE(9PMS0
1 29Pm
4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS
1 29pOS4P 1 19Pm4P
1 2 9M 1 1 9M
DRAWING.
1 22.5
1 11.25
5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF P -5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE
1 10 1 5
1Y
OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET PASHTO
M306 AND BE CAST WITH THE CONTECH LOGO.
OUTLET PIPE
412.50
B. FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING, RADIAL MEDIA DEPTH SNALL
IT
BE 7- INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS.
•PPflOVEUA,
7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (9pm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (ul6).
ANTI - FLOTATION BALLAST WIDTH
INSTALLATION NOTES
NOTESISPECIAL REQUIREMENTS:
' PER ENGINEER OF RECORD
1. ANY SUB- BASE, BACKFILL DEPTH, ANOIOR ANTI - FLOTATION PROVISIONS ARE SITE - SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
SPECIFIED BY ENGINEER OF RECORD.
a
2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE
O
K >>
F-
(LIFTING CLUTCHES PROVIDED).
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3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
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4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S).
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5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HOPE
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OUTLET STUB AND SAND COLLAR, IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE WE 8 INCH OUTLET STUB AT MOLDED
IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR
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8. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION - RELATED EROSION RUNOFF.
WEST 96" 0 STORMFILTER MANHOLE
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Cell 2 WorIft Days Before You DIg
WNW$ Underground Location Center
(ID,M7,,ND,0R,WA)
1A
INLET
TOP SLAB ACCESS
SEE FRAMEAND
COVER DETAIL
CONTRACTOR TO GROUT TO
FINISHEDGRADE
RINGIRISERS
INLET PIPE
PLAN VIEW
STANDARD OUTLET RISER
FLOWKIT: 42A
FLOW KIT �
OUTLET SUMP
HOPE OUTLET RISER
SECTION A-A
SUMP
A
I
OUTLET
72 -I.D. MANHOLE
STRUCTURE
F) O.D.
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STORMFILTER DESIGN NOTES
STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE
STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (7). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM T CARTRIDGES.
072' MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS, IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS STRUCTURE IS
REQUIRED.
CARTRIDGE SELECTION
d
STORMFILTER
CARTRIDGE
FLOW KIT �
OUTLET SUMP
HOPE OUTLET RISER
SECTION A-A
SUMP
A
I
OUTLET
72 -I.D. MANHOLE
STRUCTURE
F) O.D.
a I
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STORMFILTER DESIGN NOTES
STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE
STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (7). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM T CARTRIDGES.
072' MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS, IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS STRUCTURE IS
REQUIRED.
CARTRIDGE SELECTION
CARTRIDGE HEIGHT
2T
18' Il
LOW DROP
RECOMMENDED HYDRAULIC DROP (H)
1 3.05
1 2.3'
I 1.8'
SPECIFIC FLOW RATE(9PMS0
1 29Pm
I9PIN0'
1 29pOS4P 1 19Pm4P
1 2 9M 1 1 9M
CARTRIDGE FLOW RAM(9pm)
1 22.5
1 11.25
1 15 1 7.5
1 10 1 5
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FRAME AND COVER
(DIAMETER VARIES)
N.T.S.
SITE SPECIFIC
DATA REQUIREMENTS
STRUCTURE ID
CB 28
WATER QUALITY FLOW RATE rls
0.m
PEAK FLOW RATE tl)
0.789
RETURN PERIOD OF PEAK FLOW
100
N OF CARTRIDGES REQUIRED
7
CARTRIDGEFLOWRATE
7.5
MEDIATYPE CSF. PERLITE ZPG. GAO. PHS
ZPG
OHH
z
PIPE DATA
I.E
MATERIAL
OWAETER
INLET PIPEM
414.60
LCPE
1Y
INLET PIPE (k
OUTLET PIPE
412.50
1 LOPE I
IT
APPR
•PPflOVEUA,
RIM ELEVATION 427.44
ANTI - FLOTATION BALLAST WIDTH
HEIGHT
NOTESISPECIAL REQUIREMENTS:
' PER ENGINEER OF RECORD
GENERAL NOTES
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS. PLEASE CONTACT YOUR COMECH ENGINEERED SOLUTIONS
LLC REPRESENTATIVE. www.conixtlES.com
C STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS
DRAWING.
S. STRUCTURE SHALL MEET AASHTO HS" LOAD RATING, ASSUMING EARTH COVER OF O' -6 AND GROUNDWATER ELEVATION AT. OR BELOW, THE
OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO
M308 AND BE CAST WITH THE CONTECH LOGO.
6. FILTER CARTRIDGES SHALL BE MEDIA - FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW. AND SELF GLEANING. RADIAL MEDIA DEPTH SHALL
BE 7- INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS.
7. SPECIFIC ROW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY ( 9p.) DIVIDED BY WE FILTER CONTACT SURFACE AREA I, ey
INSTALLATION NOTES
1. ANY SUS- BASE, BACKFILL DEPTH, ANDIOR ANTI - FLOTATION PROVISIONS ARE SITESPEGRC DESIGN CONSIDERATIONS AND SWILL BE
SPECIFIED BY ENGINEER OF RECORD.
2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE
(LIFTING CLUTCHES PROVIDED).
3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE
4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S).
5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HOPE
OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN a INCHES, CONTRACTOR TO REMOVE THE 81NCH OUTLET STUB AT MOLDED
IN CUT LINE, COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR
6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRIICTI0N 4iELATED EROSION RUNOFF.
EAST 72" 0 STORMFILTER MANHOLE
TUTS
HOLDINGS LLC
D.R. STRONG
D O CONSUL 77NG ENGINEERS
ENG /NEERS PLANNERS SURVEYORS 6207THAVENUE KIRKLAND, WA 98033
0425827.3083 F425.827.2423
w ..Crsbang.wm
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1 CITY CWMENTS DATED NOVEMBER S. 2013
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CITY COMMENTS
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REVISION
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B. CITY OF
RENTON
Planning /Building /Public Works Dept.
C
R- 311821
ECOMMEND D FOR APPOVAL
BY. Date: 7
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
STORMFILTER DETAILS
17040 108TH AVENUE SE
RENTON, WA
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04.03.14
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FIELD—BROOK COMMONS
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HOLDINGS LLC
D.R. SARONG
D s s CONSUL77NG ENGINEERS
ENGINEERS PLANNERS SURVEYORS
6207TH AVENUE KIRKLAND, WA 98033
0425827.3063 F 425 827 2423
vrww.drsfmng.com
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UALITY LEGEND
I .,' .... •. , •••- •••- •••�•• EXISTING SANITARY SEWER PROPOSED SANITARY SEWER R=371828
1 4 EXIS77NG FLOW ARROW
I N PROPOSED FLOW ARROW
i EX /STING SANITARY SEWER MANHOLE
� � O PROPOSED SANITARY SEWER MANHOLE
PROPOSED SANITARY SEWER SIDE SEWER
• PROPOSED SANITARY SEWER CLEAN -OUT
_ I --- - - - - -- EXISTING WATER LINE
•5' EXIS77NG CAP AND BLOWOFF ASSEMBLY
PROPOSED WATER LINE
o rilrve. o PROPOSED ( WATER ME METER N O RT H
e PROPOSED WATER METER
1 PROPOSED FIRE HYDRANT ASSEMBLY
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_ _ _ _ _ _ _ _ _ _ ►� PROPOSED TEE WITH BLOCKING GRAPHIC SCALE
® ►� PROPOSED ELBOW WITH BLOCKING 0 25 50 100
- I ® PROPOSED WATER VALVE
PROPOSED CAP AND BLOWOFF ASSEMBLY 1 INCH = 50 FT.
I
PROPOSED FIRE DEPARTMENT CONNECTION
PROPOSED 12" STORM LINE OR GREATER RECOMMENDED FOR APPOVAL
- -- PROPOSED 6- STORM LINE OR LESS , / 7
O PROPOSED TYPE 2 MANHOLE BY: Date:? I
• PROPOSED TYPE 1 MANHOLE BY: Date:
a PROPOSED FLOW ARROW
DRYWELL BY: Date:
BY: Date:
1 CITY COMMENTS DATED NOVEMBER 6, 2013 YLP 120213 MAJ �""1EE0 SCALEi
wls� CITY OF .
2 FINAL RENSIONS YLP 03.06.14 MAJ AS NOTED HORI$OMIL NM IHB]IIBBI �,
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3 CITY COMMENTS OHH 03.21.14 MAJ „� o f t\ T O f\
ovwvm; YLPI \ V V
4 CITY COMMENTS YLP 04.03.14 MAJ ONE ,� I
CHECKEU� eT w� QA1UM Planning/Building/Public Works Dept.
11 NOT ONE INCH
NO. REVISION BY DATE APPR .v.D; ""`"C°0Np1NGL
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FIELDBROOK COMMONS
COMPOSITE UTILITY PLAN
17040 108TH AVENUE SE
RENTON, WA
04.03.14
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