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PROJECT CONTACT,'
SE 168TH STREET
FOUND BRASS NAIL DOWN
0.2' IN 2" PLASTIC PIPE.
� o
N8735'11 "W
NW 1A SE 1 A SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
APPLI CANT .......... ...............................
FIELDBROOK COMMONS, LLC
............................... ...........................
9675 SE 36774 STREET, SUI7E 105
........................... ...............................
MERCER ISLAND, WASHINGTON 98040
........................... ...............................
(206) 588 -1147
........................... ...............................
CONTACT: JUS77N LAGERS
........................... ...............................
JUS77NWNWHOLDINGS COM
OVAL ENGINEER /SURVEYOR ..............
D.R. STRONG CONSULTING ENGINEERS, INC.
........................... ...............................
620 77H AVENUE
........................... ...............................
KIRKLAND, WASHINGTON 98033
........................... ...............................
(425) 827 -3063
........................... ...............................
CONTACT MAHER A. ✓OUDI, P.E.
........................... ...............................
MAHER. JOUD1WRS7RONG. COM
ARCH17ECT ........ ...............................
RIEBE & ASSOCIATES, INC.
............................... ...........................1123
MAPLE AVENUE SW, SUI7E 270
........................... ...............................
RENTON, WASHINGTON 98057
.......................... ...............................
(425) 226 -5344
........................... ...............................
CONTACT E. DENNIS RIEBE
........................... ...............................
EDRIEBEdMSN. COM
WETLAND BI OLOG IST ..........................
SEWALL WETLAND CONSULTING, INC.
........................... ...............................
27641 CONVINGTON WAY SE #2
.......................... ...............................
CONVINGTON, WASHINGTON 98042
........................... ...............................
(253) 859 -0515
........................... ...............................
CONTACT ED K. SEWALL III
........................... ...............................
ESEWALLOSEWALLWC.COM
LANDSCAPE ARCH17ECT. .....................
BRADLEY DESIGN GROUP, INC.
........................... ...............................
455 ST. HELENS, SUI7E B
........................... ...............................
TACOMA, WASHINGTON 98402
........................... ...............................
(253) 272 -4848
........................... ...............................
CONTACT. KATHLEEN BRADLEY READER
........................... ...............................
KATI.ILEENWRADTREE.COM
SITE PLAN INFORMATION
S17E PLAN INFORMA7ON PER DENNIS RIEBE ASSOCIATES
S17E VOLUME CALCULA TONS
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 IIQLUMES DO NOT INCLUDE EXPANSION FACTOR OR ANY SOIL TYPE
RESTRICTIONS. THE VOLUMES DO NOT INCLUDE STRUCTURAL EXCAVATION
FOR BUILDINGS
Cal 2 Working Days Before You Dig
811
Utlities Underground Location Center
(ID,MT,ND,OR,WA)
PROJECT DATA
ADDRESS ........... ...............................
17040 108TH AVENUE SE
PARCEL NUMBERS ............................
2923059022
EXIS77NG ZONING DESIGNATION.........
R -14
PROPOSED ZONING DESIGNATION......
R -14
PROPOSED DENSITY . ..........................17.98
DU/NET ACRE
SEWER AND WATER DISTRICT...........
SODS CREEK
SCHOOL DI STRI CT ..............................
RENTON #403
FIRE DI STRI CT ..... ...............................
CITY OF RENTON FIRE DISTRICT 16
TELEPHONE SERI /ICE .........................
CENTURY LINK
POWER SOURCE . ...............................
PUGET SOUND ENERGY
GENERAL NOTES
OF
AREA OF PROPERTY: 469,024 S.F.
HORIZONTAL CONTROL PLAN, SOUTH
AREA OF WORK. • 32J,719 S.F.
OF
ALL SOIL TO REMAIN ON S17E
CLEARING AND 7ESC PLAN, WEST
TOTAL NEW (DEVELOPED) IMPERVIOUS AREA: 203,000 S.F.
TOTAL EXISTING (PRE DEVELOPED) IMPERVIOUS AREA: 31,520 S.F.
SOILS NOTE
CLEARING AND 7ESC PLAN, EAST
AS PER PAGE 5 OF THE GE07ECHNICAL REPORT, IF GRADING TAKES PLACE
DURING THE WETTER WINTER OR SPRING MONTHS, THE EXPORT OF NATIVE
SOILS AND IMPORT OF SUITABLE STRUCTURAL FILL SOILS MAY BE NECESSARY.
ENDED
�TE: y--
�._ DATE:�_�...
��.._.. DATE:._.....,..,
PNw
HOLDINGS LLC
D.R. STRONG
R CONSUL 11NG ENGINEERS
D ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425.827 3063 F 425.827.2423
www.drstrong.com
HEFT INDEX
NORTH
GRAPHIC SCALE
0 50 100 200
1mmm1 �I
1 INCH = 100 FT.
Cl
OF
28
COVER SHEET
C2
OF
28
EXIS71NG 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 7ESC PLAN, WEST
C8
OF
28
CLEARING AND 7ESC PLAN, EAST
C9
OF
28
CLEARING AND 7ESC PLAN, SOUTH
CIO
OF
28
7ESC N07ES
Cif
OF
28
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, SOUTH
022
OF
28
STORM DRAINAGE DETAILS
C23
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
STORMFILTER DETAILS
C28
OF
28
COMPOS17E U77LITY PLAN
L -0
OF
1
OVERALL S17E 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 - SOUTH & NOTES
L -5
OF
6
LANDSCAPE SCHEDULE & DETAILS
L -6
OF
6
S17E DETAILS
IR -1
OF
5
IRRIGA7ION PLAN - WEST
IR -2
OF
5
IRRIGA7ION PLAN - MID
IR -3
OF
5
IRRIGA77ON PLAN - EAST ( WE7LAND)
IR -4
OF
5
IRRIGATION PLAN - SOUTH & DETAILS
IR -5
OF
5
IRRIGATION SCHEDULES, N07ES & 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 & CALCULA77ONS
PH -1 OF
1
LANDSCAPE PHASING PER BUILDING PLAN
IL
OF
3
ILLUMINA77ON PLAN
IL2
OF
3
ILLUMINA77ON DETAILS
IL3
OF
3
ILLUMINA77ON DETAILS
1 CITY COMMENTS DATED NOVEMBER 6, 2013
2 FINAL REVISIONS
3 CITY COMMENTS
4 CITY COMMENTS
NO. 1 REVISION
YLP
12.02.13
MAJ
SURVEYED
YLP
0106.14
MAJ
DESIGNED:
Mm
QHH
03.21.14
MAJ
YIP
04.03.14
MAJ
DRAWN: YLP
CHECKED:
MAJ
BY
DATE
APPR
APPROVED:
MAJ
LEGAL DESCRIPTION
THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 29, TOWNSHIP 23 NOR771, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON;
EXCEPT THAT POR77ON 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 POR77ON CONVEYED TO KING COUNTY BY DEED RECORDED MAY 14, 1999 UNDER
RECORDING NO. 9905141847.
AND EXCEPT 774AT PORTION CONVEYED TO RICHARD R. NIEMI, SYDNEY J. NIEME, DARLENE R.
BJORNSTAD AND THE DARLENE R. BJORNSTAD TRUST BY JUDGMENT RECORDED APRIL 19, 2012 AND
JUNE 8, 2012 UNDER RECORDING NOS. 20120419000630 AND 20120608001092 AND 20120608001093
AND DEED RECORDED MAY 29, 2012 UNDER RECORDING NO. 20120529000485.
TOGETHER WITH THE NORTH
QUARTER F 174 T F F
Q 0 THE HALF 0 THE WEST HALF OF THE EAST HALF OF
THE SOUTHWEST QUARTER OF 774E SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE
5 EAST, W.M., IN KING COUNTY, WASHINGTON.
SURVEYOR'S NOTES
1. ALL 777LE 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 CONSUL77NG ENGINEERS INC. HAS
CONDUCTED NO INDEPENDENT 77TLE SEARCH NOR IS D.R. STRONG CONSUL77NG ENGINEERS INC. AWARE
OF ANY 777LE ISSUES AFFEC77NG THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP
AND DISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY GUARANTEE. D.R.
STRONG CONSUL77NG ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE COMPANY
REPRESENTA77ONS OF THE 777LE'S CONDITION TO PREPARE 7741S SURVEY AND THEREFOR D.R. STRONG
CONSUL77NG ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT.
2. 77415 SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS BASED ON THE BOUNDARY
AND TOPOGRAPHIC SURVEY PREPARED BY CONCEPT ENGINEERING, INC. PROJECT NO. 31051 AND FIELD
VARIFIED BY D.R. STRONG CONSUL77NG ENGINEERS INC. IN AUGUST, 2012. ALL SURVEY CONTROL
INDICATED AS "FOUND" WAS RECOVERED FOR 7741S 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 STATION
WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING
MONUMENTA77ON AS SHOWN. CLOSURE RA770S 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 SPECIFICATIONS
6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE U77LITIES WITH
EVIDENCE OF 774EIR INSTALLA77ON VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND
U77LITY LOCA7IONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS
STRAIGHT LINES BETWEEN SURFACE U77LITY LOCA7ONS BUT MAY CONTAIN BENDS OR CURVES NOT
SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC
RECORDS D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR 774E ACCURACY OF
PUBLIC RECORDS.
SCALE:
VERTICAL: NAVO 1988
AS NOTED
HORIZONTAL: NAD 1983/1991
DATUM
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
eF�sO
� 4, Rp
N S
2 twn
A �'I SE 168TH ST
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SE 172ND ST �
SE 173RD
U) U �_�
S 36TH PL. 06, E 174T}I S .
� J
0 W A �
SE PETROVITSKY RD
S 38TH CT. � `r ti
N
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J I a Q
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Public Works Dept.
SE CARR RD o 0
VICINITY MAP
1'--1000'
NORTH lN cn
>� CITY OF
� RENTON
Planning/Building/
I:7 �7 � r: �l� tl�l ►� �7
1. THIS SITE 1S SUBJECT TO THE TERMS AND CONDITIONS, RESERVA77ONS AND EXCEP77ONS 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 SITE 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 U77LITY LINES LOCATED ON THE
ADJOINING PROPERTY AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER
4043982
J. THIS S17E 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. 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 8003250181 AND IS SHOWN HEREON.
5. THIS S17E IS SUBJECT TO 7HE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT EN777LED
AGREEMENT TO DEDICATE ROADWAY' AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING
NUMBER 8103100664.
6. 7H1S SITE 1S 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.
Z THIS SITE 1S SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT EN777LED
" "DEVELOPER EXTENSION REIMBURSEMENT CONTRACT CASCADE SEWER DISTRICT- AS DISCLOSED
BYINS7RUMENT RECORDED UNDER RECORDING NUMBER 8304280626.
& THIS S17E IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN 774E DOCUMENT EN777LED
"DEVELOPER EXTENSION REIMBURSEMENT CONTRACT KING COUNTY WATER DISTRICT NO 58" AS
DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8304280645.
9. 774IS SITE IS SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS FOR
ROAD AS GRANTED BY DEED RECORDED UNDER RECORDING NUMBER 9905141842
10. THIS SITE IS SUBJECT TO 774E TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT EN777LED
"SOOS CREEK W47ER AND SEWER DISTRICT DEVELOPER EXTENSION REIMBURSEMENT
AGREEMENT" AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER
20010323000684.
11. THIS SITE 1S SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT EN777LED
"LANDSCAPE EASEMENT AGREEMENT' AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING
NUMBER 20120608001094.
BASIS OF BEARINGS
N0142'56 "E ALONG THE NOR7H -SOUTH CENTER OF SEC71ON LINE, SEC77ON 29 -23 -5, PER
KCDPWSB CONTROL POINTS 3810 AND 3790
VERTICAL DA TUM
NA VD 88 PER KCDPWSB
BENCHMARK
KING COUNTY PUBLIC WORKS SURVEY BRANCH CONTROL POINT NO. 3810: TOP OF MONUMENT IN
774E CASE AT THE INTERSEC77ON OF 108TH AVE. SE. AND SE. 176TH ST. AKA THE SOUTH
QUARTER CORNER OF SECTION 29 -23 -5. ELEVA77ON = 401.04 FEET.
D=3 71801
FIELDBROOK COMMONS
COVER SHEET
17040 108TH AVENUE SE
RENTON, WA
AI -ININ
PAGE:
04.03.14
28
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PROJECT CONTACT,'
SE 168TH STREET
FOUND BRASS NAIL DOWN
0.2' IN 2" PLASTIC PIPE.
� o
N8735'11 "W
NW 1A SE 1 A SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
APPLI CANT .......... ...............................
FIELDBROOK COMMONS, LLC
............................... ...........................
9675 SE 36774 STREET, SUI7E 105
........................... ...............................
MERCER ISLAND, WASHINGTON 98040
........................... ...............................
(206) 588 -1147
........................... ...............................
CONTACT: JUS77N LAGERS
........................... ...............................
JUS77NWNWHOLDINGS COM
OVAL ENGINEER /SURVEYOR ..............
D.R. STRONG CONSULTING ENGINEERS, INC.
........................... ...............................
620 77H AVENUE
........................... ...............................
KIRKLAND, WASHINGTON 98033
........................... ...............................
(425) 827 -3063
........................... ...............................
CONTACT MAHER A. ✓OUDI, P.E.
........................... ...............................
MAHER. JOUD1WRS7RONG. COM
ARCH17ECT ........ ...............................
RIEBE & ASSOCIATES, INC.
............................... ...........................1123
MAPLE AVENUE SW, SUI7E 270
........................... ...............................
RENTON, WASHINGTON 98057
.......................... ...............................
(425) 226 -5344
........................... ...............................
CONTACT E. DENNIS RIEBE
........................... ...............................
EDRIEBEdMSN. COM
WETLAND BI OLOG IST ..........................
SEWALL WETLAND CONSULTING, INC.
........................... ...............................
27641 CONVINGTON WAY SE #2
.......................... ...............................
CONVINGTON, WASHINGTON 98042
........................... ...............................
(253) 859 -0515
........................... ...............................
CONTACT ED K. SEWALL III
........................... ...............................
ESEWALLOSEWALLWC.COM
LANDSCAPE ARCH17ECT. .....................
BRADLEY DESIGN GROUP, INC.
........................... ...............................
455 ST. HELENS, SUI7E B
........................... ...............................
TACOMA, WASHINGTON 98402
........................... ...............................
(253) 272 -4848
........................... ...............................
CONTACT. KATHLEEN BRADLEY READER
........................... ...............................
KATI.ILEENWRADTREE.COM
SITE PLAN INFORMATION
S17E PLAN INFORMA7ON PER DENNIS RIEBE ASSOCIATES
S17E VOLUME CALCULA TONS
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 IIQLUMES DO NOT INCLUDE EXPANSION FACTOR OR ANY SOIL TYPE
RESTRICTIONS. THE VOLUMES DO NOT INCLUDE STRUCTURAL EXCAVATION
FOR BUILDINGS
Cal 2 Working Days Before You Dig
811
Utlities Underground Location Center
(ID,MT,ND,OR,WA)
PROJECT DATA
ADDRESS ........... ...............................
17040 108TH AVENUE SE
PARCEL NUMBERS ............................
2923059022
EXIS77NG ZONING DESIGNATION.........
R -14
PROPOSED ZONING DESIGNATION......
R -14
PROPOSED DENSITY . ..........................17.98
DU/NET ACRE
SEWER AND WATER DISTRICT...........
SODS CREEK
SCHOOL DI STRI CT ..............................
RENTON #403
FIRE DI STRI CT ..... ...............................
CITY OF RENTON FIRE DISTRICT 16
TELEPHONE SERI /ICE .........................
CENTURY LINK
POWER SOURCE . ...............................
PUGET SOUND ENERGY
GENERAL NOTES
OF
AREA OF PROPERTY: 469,024 S.F.
HORIZONTAL CONTROL PLAN, SOUTH
AREA OF WORK. • 32J,719 S.F.
OF
ALL SOIL TO REMAIN ON S17E
CLEARING AND 7ESC PLAN, WEST
TOTAL NEW (DEVELOPED) IMPERVIOUS AREA: 203,000 S.F.
TOTAL EXISTING (PRE DEVELOPED) IMPERVIOUS AREA: 31,520 S.F.
SOILS NOTE
CLEARING AND 7ESC PLAN, EAST
AS PER PAGE 5 OF THE GE07ECHNICAL REPORT, IF GRADING TAKES PLACE
DURING THE WETTER WINTER OR SPRING MONTHS, THE EXPORT OF NATIVE
SOILS AND IMPORT OF SUITABLE STRUCTURAL FILL SOILS MAY BE NECESSARY.
ENDED
�TE: y--
�._ DATE:�_�...
��.._.. DATE:._.....,..,
PNw
HOLDINGS LLC
D.R. STRONG
R CONSUL 11NG ENGINEERS
D ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425.827 3063 F 425.827.2423
www.drstrong.com
HEFT INDEX
NORTH
GRAPHIC SCALE
0 50 100 200
1mmm1 �I
1 INCH = 100 FT.
Cl
OF
28
COVER SHEET
C2
OF
28
EXIS71NG 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 7ESC PLAN, WEST
C8
OF
28
CLEARING AND 7ESC PLAN, EAST
C9
OF
28
CLEARING AND 7ESC PLAN, SOUTH
CIO
OF
28
7ESC N07ES
Cif
OF
28
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, SOUTH
022
OF
28
STORM DRAINAGE DETAILS
C23
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
STORMFILTER DETAILS
C28
OF
28
COMPOS17E U77LITY PLAN
L -0
OF
1
OVERALL S17E 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 - SOUTH & NOTES
L -5
OF
6
LANDSCAPE SCHEDULE & DETAILS
L -6
OF
6
S17E DETAILS
IR -1
OF
5
IRRIGA7ION PLAN - WEST
IR -2
OF
5
IRRIGA7ION PLAN - MID
IR -3
OF
5
IRRIGA77ON PLAN - EAST ( WE7LAND)
IR -4
OF
5
IRRIGATION PLAN - SOUTH & DETAILS
IR -5
OF
5
IRRIGATION SCHEDULES, N07ES & 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 & CALCULA77ONS
PH -1 OF
1
LANDSCAPE PHASING PER BUILDING PLAN
IL
OF
3
ILLUMINA77ON PLAN
IL2
OF
3
ILLUMINA77ON DETAILS
IL3
OF
3
ILLUMINA77ON DETAILS
1 CITY COMMENTS DATED NOVEMBER 6, 2013
2 FINAL REVISIONS
3 CITY COMMENTS
4 CITY COMMENTS
NO. 1 REVISION
YLP
12.02.13
MAJ
SURVEYED
YLP
0106.14
MAJ
DESIGNED:
Mm
QHH
03.21.14
MAJ
YIP
04.03.14
MAJ
DRAWN: YLP
CHECKED:
MAJ
BY
DATE
APPR
APPROVED:
MAJ
LEGAL DESCRIPTION
THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 29, TOWNSHIP 23 NOR771, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON;
EXCEPT THAT POR77ON 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 POR77ON CONVEYED TO KING COUNTY BY DEED RECORDED MAY 14, 1999 UNDER
RECORDING NO. 9905141847.
AND EXCEPT 774AT PORTION CONVEYED TO RICHARD R. NIEMI, SYDNEY J. NIEME, DARLENE R.
BJORNSTAD AND THE DARLENE R. BJORNSTAD TRUST BY JUDGMENT RECORDED APRIL 19, 2012 AND
JUNE 8, 2012 UNDER RECORDING NOS. 20120419000630 AND 20120608001092 AND 20120608001093
AND DEED RECORDED MAY 29, 2012 UNDER RECORDING NO. 20120529000485.
TOGETHER WITH THE NORTH
QUARTER F 174 T F F
Q 0 THE HALF 0 THE WEST HALF OF THE EAST HALF OF
THE SOUTHWEST QUARTER OF 774E SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE
5 EAST, W.M., IN KING COUNTY, WASHINGTON.
SURVEYOR'S NOTES
1. ALL 777LE 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 CONSUL77NG ENGINEERS INC. HAS
CONDUCTED NO INDEPENDENT 77TLE SEARCH NOR IS D.R. STRONG CONSUL77NG ENGINEERS INC. AWARE
OF ANY 777LE ISSUES AFFEC77NG THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP
AND DISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY GUARANTEE. D.R.
STRONG CONSUL77NG ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE COMPANY
REPRESENTA77ONS OF THE 777LE'S CONDITION TO PREPARE 7741S SURVEY AND THEREFOR D.R. STRONG
CONSUL77NG ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT.
2. 77415 SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS BASED ON THE BOUNDARY
AND TOPOGRAPHIC SURVEY PREPARED BY CONCEPT ENGINEERING, INC. PROJECT NO. 31051 AND FIELD
VARIFIED BY D.R. STRONG CONSUL77NG ENGINEERS INC. IN AUGUST, 2012. ALL SURVEY CONTROL
INDICATED AS "FOUND" WAS RECOVERED FOR 7741S 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 STATION
WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING
MONUMENTA77ON AS SHOWN. CLOSURE RA770S 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 SPECIFICATIONS
6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE U77LITIES WITH
EVIDENCE OF 774EIR INSTALLA77ON VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND
U77LITY LOCA7IONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS
STRAIGHT LINES BETWEEN SURFACE U77LITY LOCA7ONS BUT MAY CONTAIN BENDS OR CURVES NOT
SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC
RECORDS D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR 774E ACCURACY OF
PUBLIC RECORDS.
SCALE:
VERTICAL: NAVO 1988
AS NOTED
HORIZONTAL: NAD 1983/1991
DATUM
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
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SE 173RD
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S 36TH PL. 06, E 174T}I S .
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S 38TH CT. � `r ti
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SE CARR RD o 0
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1'--1000'
NORTH lN cn
>� CITY OF
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Planning/Building/
I:7 �7 � r: �l� tl�l ►� �7
1. THIS SITE 1S SUBJECT TO THE TERMS AND CONDITIONS, RESERVA77ONS AND EXCEP77ONS 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 SITE 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 U77LITY LINES LOCATED ON THE
ADJOINING PROPERTY AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER
4043982
J. THIS S17E 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. 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 8003250181 AND IS SHOWN HEREON.
5. THIS S17E IS SUBJECT TO 7HE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT EN777LED
AGREEMENT TO DEDICATE ROADWAY' AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING
NUMBER 8103100664.
6. 7H1S SITE 1S 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.
Z THIS SITE 1S SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT EN777LED
" "DEVELOPER EXTENSION REIMBURSEMENT CONTRACT CASCADE SEWER DISTRICT- AS DISCLOSED
BYINS7RUMENT RECORDED UNDER RECORDING NUMBER 8304280626.
& THIS S17E IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN 774E DOCUMENT EN777LED
"DEVELOPER EXTENSION REIMBURSEMENT CONTRACT KING COUNTY WATER DISTRICT NO 58" AS
DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8304280645.
9. 774IS SITE IS SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS FOR
ROAD AS GRANTED BY DEED RECORDED UNDER RECORDING NUMBER 9905141842
10. THIS SITE IS SUBJECT TO 774E TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT EN777LED
"SOOS CREEK W47ER AND SEWER DISTRICT DEVELOPER EXTENSION REIMBURSEMENT
AGREEMENT" AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER
20010323000684.
11. THIS SITE 1S SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT EN777LED
"LANDSCAPE EASEMENT AGREEMENT' AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING
NUMBER 20120608001094.
BASIS OF BEARINGS
N0142'56 "E ALONG THE NOR7H -SOUTH CENTER OF SEC71ON LINE, SEC77ON 29 -23 -5, PER
KCDPWSB CONTROL POINTS 3810 AND 3790
VERTICAL DA TUM
NA VD 88 PER KCDPWSB
BENCHMARK
KING COUNTY PUBLIC WORKS SURVEY BRANCH CONTROL POINT NO. 3810: TOP OF MONUMENT IN
774E CASE AT THE INTERSEC77ON OF 108TH AVE. SE. AND SE. 176TH ST. AKA THE SOUTH
QUARTER CORNER OF SECTION 29 -23 -5. ELEVA77ON = 401.04 FEET.
D=3 71801
FIELDBROOK COMMONS
COVER SHEET
17040 108TH AVENUE SE
RENTON, WA
AI -ININ
PAGE:
04.03.14
28
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FIELDBROOK COMMONS
IL��
Cal 2 Working Days Before You Dig
811
Utillities Underground Location Center
(ID,MT,ND,OR,WA)
I /
I /
/ / \ FOUND REBAR & CAP \
LS #16723 "LYNN CALL"
0.3' WEST
FOUND REBAR & CAP
LS #16723 "LYNN CALL"
WEST & 0.4' SOUTH
CLIFORD'S FIRST
I
ADDITION
VOL. 413, PG. 53
D.R. STRONG
CONSUL 77NG ENGINEERS
D, UD ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
www.drstrong.com
1 CITY COMMENTS DATED NOVEMBER 6, 2013
2 FINAL REVISIONS
3 CITY COMMENTS
4 CITY COMMENTS
NO. I REVISION
FOUND CONCRETE MON.
WITH 1/2- DIVOT
0.8' SOUTH
N89'2 03'W 165.91'
YLP
12.02.13
MAJ
SURVEYED:
Sis
W
03.06.14
MAJ
DESIGNS:
MAJ
QHH
03.21.14
MAJ
YLP
04.03.14
MAJ
DRAWN: N .. P
z
CHECKED.
BY
DATE
APPR
APPROVED
ERICKSEN'S SPRING
GLEN ADDITION
VOL. 48, PG. 22
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
z
FOUND IRON PIPE
NO I.D.
0_3' NORTH & 0.3'
PALM COURT
CONDOMINIUM
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DVITUM
MAILBOX
UTILITY POLE
STREET LIGHT
LIGHT POLE
CATCH BASIN N O F:Z H
SEWER MANHOLE
TELE RISER GRAPHIC SCALE
0 25 50 100
SIGN 1
WATER METER 1 INCH = 50 FT.
WATER VALVE
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CATCH BASIN N O F:Z H
SEWER MANHOLE
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0 25 50 100
SIGN 1
WATER METER 1 INCH = 50 FT.
WATER VALVE
WATER BLOW OFF
FIRE HYDRANT
fDECIDOUS TREE
CONIFEROUS TREE
n
i7ioni
r RECOMMENDED FOR APPOVAL
BY: Date: Y•14*41�
BY: Date:
BY: Date:
BY: Date:
�
CITY OF FIELDBROOK COMMONS
' - R E N TO N EXISTING TOPOGRAPHY
17040 108TH AVENUE SE
Planning /Building /Public Works Dept. RENTON, INA
04.03.14
FIELDWOK:
PAGE:
D�DD�DE
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CENTERLINE OF DRIVEWAY
STA. 92 +24.63, 2209'
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STA. 92+24.23 32 +81.95
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X9174'03'
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I °
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NW 7/4, SE 7/4, SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
17.00'
C U
° 94.00'
L= 34.24' 1 ° < _.d
°d
d
.e d
FOUND EMPTY
MONUMENT CASE
OF ROADWAY �W 83 ,6.
FOUND CONCRETE MONUMENT WITH 2" BRASS DISK
STAMPED WITH "X" DOWN 0.4' IN MONUMENT CASE
STA. 10 +00.16, 5.79' L (SE 172ND STREET)
STA. 90 +05.80, 0.00' (108TH AVENUE SE)
N: 166682.5895 E: 1303056.8426
STA. 10 +00.00 SE 172ND STREET)
I STA. 90 +00.01 (1087H AVENUE SE)
Cal 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
42.50'
e.
° 4, °.
20.59'
26.39'
FOX
1
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PEA PATCH
GARDEN
D D
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D � D
D D
D
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23.36'
W
G
° d e
° a
a°
54.0 ° ` BENCHMARK:
KING COUNTY PUBLIC WORKS SURVEY BRANCH CONTROL POINT NO. 3810:
Q TOP OF MONUMENT IN 7HE CASE AT THE /NTERSECRON OF 1087H AVE. SEE,
o d AND SE. 1767W ST. AKA THE SOUTH QUARTER CORNER OF SECTION
29 -23 -5. ELEVATION = 401.04 FEET.
45 "W
BASIS OF BEARINGS:
R =1.60' L =16'
30 -1-00 AZ43 24 N89 49'09 "W — — — �_ N0142'S6'E ALONG THE NORTH —SOUTH CENTER OF SEC110N LINE, SECTION
29 +00 185.76 00 28 +0C 29 -23 -5, PER KCDPWSB CON77?OL POINTS 3810 AND 3790
o T ° VERTICAL DA TUM:
52 4 N0070' 1 ° 0 NA VD 88 PER KCDPWSB
3.04
34. 4' 4 FRONTAGE NOTE.
d ° °
EXIS77NG SIDEWALK TO BE REMOVED AND REPLACED. EXISTING CURB TO
BE RETAINED TO MAXIMUM EXTENT FEASIBLE. IF EXIS77NG GUTTER IS
d ° . IJ FOUND TO REQUIRE REPLACEMENT, CONTRACTOR TO SAWCUT 1 —FOOT INTO
d° d ROADWAY AND GRIND AND OVERLAY EN77RE WIDTH OF BIKE LANE.
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SE 172ND STREET
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D.R. STRONG
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D ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
21 0 425.827.3063 F 425.827.2423
www.drstrong.com
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23.33'. PROPOSED R.O.W LINE DED/CA770N 0
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d 1 INCH = 20 FT.
o RECOMMENDED FOR APPOVAL
EXlS� 77NG R.O. W LINE
- - - - - - - 1--- — Date: f•7•Z .
�---- - - - - -- i -- 3 +00-- - - - - --- ----- - - - - -14 +00 `) BY: 5�
BY: Date:
v
1 CITY COMMENTS DATED NOVEMBER 6. 2013
2 FINAL REVISIONS
3 CITY COMMENTS
4 CITY COMMENTS
NO. REVISION
YLP 12.02.13 MAJ SURVEYED: SCALE: VERTICAL: NAVD 1988
YLP 0&06.14 MAJ WS AS NOTED HORIZONTAL: NAD 1983/1991
DESIGNED:
QHH 03.21.14 MAJ MAJ
YLP 04.03.14 MAJ DRAWN: YLP
ONE INCH
CHECKED:
AT FULL SCALE V�1
MA1J IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
MAJ
�- CITY OF
-AN RENTON
Planning /Building /Public Works Dept.
BY. Date.
BY: Date:
FIELDBROOK COMMONS
HORIZONTAL CONTROL PLAN, WEST
17040 108TH AVENUE SE
RENTON, WA
04.03.14
FIELD800K:
PAGE:
A8
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00 Q
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811 0 5 7
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(ID,MT,ND,OR,WA) I
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D.R. STRONG
CONSUL T/NG ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
0 425.8273063 F 425.827.2423
www.drstrong.com
CITY COMMENTS DATED NOVEMBER 8, 2013
FINAL REVISIONS
CITY COMMENTS
CITY COMMENTS
REVISION
YLP
12.02.13
MAJ
SURVEYED
YLP
03.06.14
MAJ
DESIGNED
GHH
03.21.14
MAJ
YLP
04.03.14
MAJ
DRAwN: YLP
R = 25.00'
PI =
CHECKED
BY
DATE
APPR
APPROVED J
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
x4442'06°
VERTICAL: NAVD 83/1 ITY 0 F
HORIZONTAL: NAD 191988 1 Al �)
RENTON
Planning /Building /Public Works Dept.
BENCHMARK:
KING COUNTY PUBLIC WORKS SURVEY BRANCH CONTROL POINT NO. 3810.
TOP OF MONUMENT IN THE CASE AT THE IN7ERSEC7ION OF 108TH AVE SE.
AND SE. 1767H ST. AKA THE SOUTH QUARTER CORNER OF SECTION
29 -23 -5. ELEVA77ON = 401.04 FEET.
BASIS OF BEARINGS:
N0142'56 'E ALONG THE NOR7H -SOU7H CENTER OF SEC77ON LINE, SEC77ON
29 -23 -5, PER KCDPWSB CONTROL POINTS 3810 AND 3790
VERTICAL DA TUM:
NA VD 88 PER KCDPWSB
D- 311804
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
RECOMMENDED FOR APPOVAL
BY: Z;6D X-- Date: Y-7,21
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
HORIZONTAL CONTROL PLAN, CENTRAL
17040 108TH AVENUE SE
RENTON, WA
PAGE:
04.03.14
Ulm
92215311
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PC =
15 +86.10,
16.00' L
L = 60.61'
PT =
16 +52.62,
16.00' L
R = 25.00'
PI =
16 +69.36,
15.29' L
CR -3
d = 625428"
PC =
16 +52.62,
16.00' L
L = 27.45'
PT =
16 +79.07,
27.98' L
R = 45.00'
PI =
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
d = 48 -0427"
PC =
16 +79.59,
25.12' R
L = 20.98'
PT =
16 +63.26,
15.96' R
D- 311804
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
RECOMMENDED FOR APPOVAL
BY: Z;6D X-- Date: Y-7,21
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
HORIZONTAL CONTROL PLAN, CENTRAL
17040 108TH AVENUE SE
RENTON, WA
PAGE:
04.03.14
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811
Utilities Underground Location Center
(ID,WT,ND,OR,WA)
NW 1/4, SE 7/4, SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
�- CITY OR
RENTON
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. SE.
AND SE. 17677-1 ST. AKA THE SOUTH QUARTER CORNER OF SEC77ON
29 -23 -5. ELEVA77ON = 401.04 FEET.
BASIS OF BEARINGS:
N0142'56 "E ALONG THE NORTH -SOUTH CENTER OF SEC77ON LINE, SEC77ON
29 -23 -5, PER KCDPWSB CONTROL POINTS 3810 AND 3790
VERTICAL DATUM:
NA VD 88 PER KCDPWSB
+r�
i
D -31 1 806
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
BY: ' •�—
R = 196.00'
PI =
16 +25.60,
20.26'R
CR -6
A = 235746"
PC =
16 +63.26,
15.96' R
L = 81.97'
PT =
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HORIZONTAL CONTROL PLAN, SOUTH nELDBOOK:
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D.R. STRONG 2 FINAL REVISIONS
CONSUL 77NG ENGINEERS 3 CITY COMMENTS
D ENGINEERS PLANNERS SURVEYORS 4 CITY COMMENTS
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811
Unities Underground Location Center
(ID,MT,ND,OR,WA)
PNW
HOLDINGS LLC 1 CITY COMMENTS DATED NOVEMBER 6, 2013
D.R. STRONG 2 FINAL REVISIONS
CONSUL 77NG ENGINEERS 3 CITY COMMENTS
D ENGINEERS PLANNERS SURVEYORS 4 CITY COMMENTS
i 620 7TH AVENUE KIRKLAND, WA 98033
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COMMENDED OR APPOVAL
BY: Date: 4/7//V
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
CLEARING AND TESC PLAN, WEST
17040 108TH AVENUE SE
RENTON, WA
04.03.
14
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O 425.827.3063 F 425.827.2423
www.drstrong.com
1 1 CITY COMMENTS DATED NOVEMBER 8. 2013
2 FINAL REVISIONS
3 CITY COMMENTS
4 CITY COMMENTS -
NO. REVISION
SCALE:
VERTICAL: NAVD 1988 t'R CITY C E
AS NOTED HORIZONTAL: NAD 1983/1991 )
RENTON
ONE INCH f1�771 \I
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
T. E. S. C. LEGEND
NOTES
1. ALL EXISTING TREES WITHIN DEVELOPABLE AREA TO BE REMOVED WITH
THE EXCEP77ON OF 7HOSE SHOWING A DRIPLINE.
2. CCTV STORMWATER DRAINS INSPEC7ON POLICY 774E PROJECT
DEVELOPER SHALL PROVIDE THE CITY WITH A CCTV VIDEO INSPEC7ON
OF ALL PROJECT STORM DRAIN LINES PRIOR TO CITY APPROVAL TO
INSTALL THE PROJECT CURBS AND /OR PAVING. 774E DEVELOPER
SHALL CORRECT ALL DEFICIENCIES FOUND DURING 7ELEVISION
INSPEC7ON AND SHOW THE CORREC77ON WITH AN UPDATED
INSPECTION CCTV VIDEO. MAXIMUM ALLOWABLE PONDING DEPTH
DETECTED BY VIDEO INSPEC7ON SHALL BE 0.5 INCHES FOR
APPARENT 'WATER 77GH77NESS'DEFICIENCIES IDEN77FIED BY THE VIDEO
INSPECTION, 774E CITY MAY AT ITS DISCRE77ON ACCEPT PROJECT
DRAIN LINE(S) FOR WHICH THE DEVELOPER DEMONS7RA7ES MEET
STANDARDS PER WSDOT STANDARDS SPECIFICATIONS, EXF/L7RA77ON
TEST -STORM SEWERS [7- 04.3(1)B] OR LOW PRESSURE AIR TEST
[7- 04.3(1)E] OR 7- 04.3(1)F]
TEMPORARY CONSTRUCTION FENCING NOTE
TEMPORARY CONSTRUCTION FENCING IS REQUIRED ALONG THE EDGES OF
774E LIMITS OF WORK WITHIN THE CRI77CAL AREA POR77ON OF THE S17E.
THIS SHALL BE INSTALLED PRIOR TO GRADING, CLEARING AND
CONSTRUCTION OF THE WETLAND, TRAIL, AND STORMW47ER S7RUCTURES
IN 77415 AREA. 7HE FENCING SHALL REMAIN UNTIL COMPLE77ON OF ALL OF
774E CONSTRUC77ON IMPACTS.
NORTH
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
D=371808
RECOMMENDED FOR APPOVAL
BY: Date: Y/71
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS 04.03.14
CLEARING AND TESC PLAN, CENTRAL FIELDROOK:
17040 108TH AVENUE SE RAGE
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RENTON, WA
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SCALE:
VERTICAL: NAVD 1988 t'R CITY C E
AS NOTED HORIZONTAL: NAD 1983/1991 )
RENTON
ONE INCH f1�771 \I
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
T. E. S. C. LEGEND
NOTES
1. ALL EXISTING TREES WITHIN DEVELOPABLE AREA TO BE REMOVED WITH
THE EXCEP77ON OF 7HOSE SHOWING A DRIPLINE.
2. CCTV STORMWATER DRAINS INSPEC7ON POLICY 774E PROJECT
DEVELOPER SHALL PROVIDE THE CITY WITH A CCTV VIDEO INSPEC7ON
OF ALL PROJECT STORM DRAIN LINES PRIOR TO CITY APPROVAL TO
INSTALL THE PROJECT CURBS AND /OR PAVING. 774E DEVELOPER
SHALL CORRECT ALL DEFICIENCIES FOUND DURING 7ELEVISION
INSPEC7ON AND SHOW THE CORREC77ON WITH AN UPDATED
INSPECTION CCTV VIDEO. MAXIMUM ALLOWABLE PONDING DEPTH
DETECTED BY VIDEO INSPEC7ON SHALL BE 0.5 INCHES FOR
APPARENT 'WATER 77GH77NESS'DEFICIENCIES IDEN77FIED BY THE VIDEO
INSPECTION, 774E CITY MAY AT ITS DISCRE77ON ACCEPT PROJECT
DRAIN LINE(S) FOR WHICH THE DEVELOPER DEMONS7RA7ES MEET
STANDARDS PER WSDOT STANDARDS SPECIFICATIONS, EXF/L7RA77ON
TEST -STORM SEWERS [7- 04.3(1)B] OR LOW PRESSURE AIR TEST
[7- 04.3(1)E] OR 7- 04.3(1)F]
TEMPORARY CONSTRUCTION FENCING NOTE
TEMPORARY CONSTRUCTION FENCING IS REQUIRED ALONG THE EDGES OF
774E LIMITS OF WORK WITHIN THE CRI77CAL AREA POR77ON OF THE S17E.
THIS SHALL BE INSTALLED PRIOR TO GRADING, CLEARING AND
CONSTRUCTION OF THE WETLAND, TRAIL, AND STORMW47ER S7RUCTURES
IN 77415 AREA. 7HE FENCING SHALL REMAIN UNTIL COMPLE77ON OF ALL OF
774E CONSTRUC77ON IMPACTS.
NORTH
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
D=371808
RECOMMENDED FOR APPOVAL
BY: Date: Y/71
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS 04.03.14
CLEARING AND TESC PLAN, CENTRAL FIELDROOK:
17040 108TH AVENUE SE RAGE
DRAWING N0:
RENTON, WA
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811
Utilities Underground Location Center
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NW 7/4, SE 7/4, SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
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620 7TH AVENUE KIRKLAND, WA 98033
0425.8273063 F425.8272423
www.drstrong.com
1
CITY COMMENTS DATED NOVEMBER 6. 2013
YLP
112.02.13
MAJ
2
FINAL REVISIONS
YLP
03.06.14
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3
CITY COMMENTS
QHH
03.21.14
MAJ
4
CITY COMMENTS
YLP
04.03.14
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REMOVE EXIS77NG U77LITY ELEMENT
O
REMOVE DRIVEWAY
NO.
REVISION
BY
DATE
APPR
T. E. S. C. LEGEND
CONSTRUC77ON LIMITS
IN IN REINFORCED SILT FENCE
NOTES
1. ALL EXISTING TREES W17H /N DEVELOPABLE AREA TO BE REMOVED WITH
7HE EXCEP77ON OF THOSE SHOWING A DR/PLINE.
2. CCTV STORMW47ER DRAINS INSPECTON POLICY. 774E PROJECT
DEVELOPER SHALL PROVIDE THE CITY WITH A CCTV WDEO 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
INSPEC77ON AND SHOW THE CORRECTION W77H AN UPDATED
INSPECTION CCTV VIDEO. MAXIMUM ALLOWABLE POND /NG DEPTH
DETECTED BY VIDEO INSPEC7ION SHALL BE 0.5 INCHES. FOR
APPARENT 'WATER TIGHTNESS'DEFICIENCIES IDENTIFIED BY THE VIDEO
INSPECTION, THE CITY MAY AT ITS DISCRE77ON ACCEPT PROJECT
DRAIN LINE(S) FOR WHICH THE DEVELOPER DEMONSTRATES MEET
STANDARDS PER WSDOT STANDARDS SPECIFICATIONS, EXFILTRA77ON
TEST -STORM SEWERS [7- 04.3(1)B] OR LOW PRESSURE AIR TEST
[7- 04.3(1)E] OR 7- 04.3(1)F].
TEMPORARY CONSTRUCTION FENCING NOTE
TEMPORARY CONSTRUCRON FENCING IS REQUIRED ALONG THE EDGES OF
774E LIMITS OF WORK WITHIN THE CRITICAL AREA PORTION OF THE SITE.
THIS SHALL BE INSTALLED PRIOR TO GRADING, CLEARING, AND
CONSTRUC77ON OF THE WETLAND, TRAIL, AND STORMWATER STRUCTURES
IN THIS AREA. THE FENCING SHALL REMAIN UN77L COMPLE77ON OF ALL OF
774E CONSTRUCT70N IMPACTS.
SURVEYED: SCALE:
Sis HOR ONTAL: NA0 7
11 9 /1 99 1
DESIGNED AS NOTED
DRAWN: M
1 ONE INCH f1�77 ICI
CHECKED: AT FULL SCALE
kw IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
MAJ
CITY OF
AN RENTON
Planning /Building /Public Works Dept.
NORTH
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
D- 381809
RECOMMENDED FOR APPOVAL
BY: V_a
DUST CONTROL
BY:
MULCHING, MATTING, & COMPOST BLANKETS
OINLET
PRO7£C77ON
BY:
PERMANENT SEEDING AND PLAN77NG
STREET SWEEPING & VACUUMING
INTERCEPTOR SWALE WITH ROCK
CHECK DAM EVERY 50'
12" TEMPORARY CULVERT
TREE PR07EC77ON FENCE
O
REMOVE EXIS77NG STRUCTURE
O
REMOVE EXIS77NG U77LITY ELEMENT
O
REMOVE DRIVEWAY
NOTES
1. ALL EXISTING TREES W17H /N DEVELOPABLE AREA TO BE REMOVED WITH
7HE EXCEP77ON OF THOSE SHOWING A DR/PLINE.
2. CCTV STORMW47ER DRAINS INSPECTON POLICY. 774E PROJECT
DEVELOPER SHALL PROVIDE THE CITY WITH A CCTV WDEO 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
INSPEC77ON AND SHOW THE CORRECTION W77H AN UPDATED
INSPECTION CCTV VIDEO. MAXIMUM ALLOWABLE POND /NG DEPTH
DETECTED BY VIDEO INSPEC7ION SHALL BE 0.5 INCHES. FOR
APPARENT 'WATER TIGHTNESS'DEFICIENCIES IDENTIFIED BY THE VIDEO
INSPECTION, THE CITY MAY AT ITS DISCRE77ON ACCEPT PROJECT
DRAIN LINE(S) FOR WHICH THE DEVELOPER DEMONSTRATES MEET
STANDARDS PER WSDOT STANDARDS SPECIFICATIONS, EXFILTRA77ON
TEST -STORM SEWERS [7- 04.3(1)B] OR LOW PRESSURE AIR TEST
[7- 04.3(1)E] OR 7- 04.3(1)F].
TEMPORARY CONSTRUCTION FENCING NOTE
TEMPORARY CONSTRUCRON FENCING IS REQUIRED ALONG THE EDGES OF
774E LIMITS OF WORK WITHIN THE CRITICAL AREA PORTION OF THE SITE.
THIS SHALL BE INSTALLED PRIOR TO GRADING, CLEARING, AND
CONSTRUC77ON OF THE WETLAND, TRAIL, AND STORMWATER STRUCTURES
IN THIS AREA. THE FENCING SHALL REMAIN UN77L COMPLE77ON OF ALL OF
774E CONSTRUCT70N IMPACTS.
SURVEYED: SCALE:
Sis HOR ONTAL: NA0 7
11 9 /1 99 1
DESIGNED AS NOTED
DRAWN: M
1 ONE INCH f1�77 ICI
CHECKED: AT FULL SCALE
kw IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
MAJ
CITY OF
AN RENTON
Planning /Building /Public Works Dept.
NORTH
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
D- 381809
RECOMMENDED FOR APPOVAL
BY: V_a
Date: Y'-Z-y
BY:
Date:
BY:
Date:
BY:
Date:
FIELDBROOK COMMONS
CLEARING AND TESC PLAN, EAST
17040 108TH AVENUE SE
RENTON, WA
PAGE:
04.03.14
C9 28
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811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
NW 1/4, SE 1A SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
EROSION CONTROL NOTES:
1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - S17E IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER U77LITY,
WATER U77UTY, AND 7RANSPORTA77ON PLANS.•
2 BEFORE ANY CONSTRUC7ON OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUC770N MEE77NG MUST BE HELD WITH
THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
J. THE BOUNDARIES OF 7HE CLEARING LIMITS AND AREAS OF VEGETAT70N PRESERVA77ON AS PRESCRIBED ON THE PLAN(S)
SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO C0NS7RUC77ON IN ACCORDANCE Wi774
APPENDIX D OF THE SURFACE WA7ER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING 774E CONSTRUCTI0N
PERIOD, NO DIS77/RBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. 7HE CLEARING LIMITS SHALL BE MAINTAINED
BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONS7RUC770N.
4. STABILIZED CONS7RUCT10N ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONS7RUCTION AND MAINTAINED FOR
THE DURA77ON OF THE PROJECT. ADD177ONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY
BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND 7RACK OUT TO ROAD RIGHT OF WAY DOES NOT
OCCUR FOR THE DURA77ON OF THE PROJECT.
5. ALL REQUIRED SEDIMENTA770N /EROSION CONTROL FACIL177ES MUST BE CONSTRUCTED AND IN OPERA77ON PRIOR TO LAND
CLEARING AND /OR CONSTRUC770N TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND
ADJACENT PROPERTIES ALL EROSION AND SEDIMENT FACIL177ES SHALL BE MAINTAINED IN A SA77SFACTORY CONDITION UN77L
SUCH TIME THAT CLEARING AND /OR CONSTRUC7ON IS COMPLETE AND P07EEN77AL FOR ON -S17E EROSION HAS PASSED. THE
IMPLEMENT477ON, MAINTENANCE, REPLACEMENT AND ADD177ONS TO EROSIONISEDIMENTA77ON CONT770L SYSTEMS SHALL BE THE
RESPONSIBILITY OF THE PERM17EE.
6. THE EROSION AND SEDIMENTA7ON CONTROL SYSTEMS DEPICTED ON 7741S DRAWING ARE INTENDED TO BE MINIMUM
REQUIREMENTS TO MEET ANTICIPATED S17E CONDITIONS AS CONSTRUC7ON PROGRESSES AND UNEXPECTED OR SEASONAL
COND177ONS DICTATE, THE PERM17EE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE
NECESSARY TO ENSURE COMPLETE SILTA77ON CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONS7RUC770N, IT
SHALL BE THE OBLIGA77ON AND RESPONSIBILITY OF 7HE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED
BY THE AC77VI71ES AND TO PROVIDE ADD177ONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED,
TO PR07E'CT ADJACENT PROPER77ES AND WATER QUALITY OF THE RECEIVING DRAINAGE SY57EM.
Z APPROVAL OF 7741S PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY IT DOES NOT CONSTITUTE AN APPROVAL OF
STORM DRAINAGE DESIGN, SIZE NOR LOCA77ON OF PIPES, RE57RICTORS, CHANNELS, OR RETEN77ON FACILITIES.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS
DURING 7HE WET SEASON (OCTOBER 1ST THROUGH MARCH 30714) OR SEVEN DAYS DURING 7HE DRY SEASON (APRIL 1ST
THROUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WI7H THE APPROVED ESC COVER METHODS (E.G., SEEDING,
MULCHING, PLAS77C COVERING, ETC.).
9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUC7ON 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 774E SURFACE WATER DESIGN MANUAL.
11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIA7E ATTENTION, SHALL BE ADDRESSED W7H /N SEVEN (7)
DAYS.
12 THE ESC FACIL177ES ON INACTIVE S17ES SHALL BE INSPEC7ED AND MAINTAINED A MINIMUM OF ONCE A MON7H OR WITHIN
24 HOURS FOLLOWING A STORM EVENT.
13. AT NO 77ME 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 PAVING. 774E CLEANING OPERA77ON SHALL NOT FLUSH
SEDIMENT -LADEN WATER INTO 7HE DOWNS7REAM SYSTEM.
14. DURING THE 77ME 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 PLAS77C
COVERING.
15. ANY PERMANENT RE7EN77ON /DE7EN77ON FACILITY USED AS A 7EMPORARY SET7LING BASIN SHALL BE MODIFIED WITH THE
NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS
TO FUNC77ON UL77MA7ELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE
BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF 7HE PERMANENT FACILITY.
16. PRIOR TO 774E BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDEN77FY WHICH
ONES CAN BE SEEDED IN PREPARA77ON FOR 714E WINTER RAINS DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF
THE BEGINNING OF 7HE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN
UNCOVERED SHALL BE SUBMITTED TO 7HE CITY OF RENTON FOR REVIEW.
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RAINY SEASON RES7R /C77ONS
IF THE APPLICANT WISHES TO INITIATE OR CON77NUE CLEARING OR GRADING AC71WTY DURING THE RAINY SEASON, A FORMAL
WRITTEN REQUEST MUST BE SUBMITTED TO PCD. THE REQUEST MUST INCLUDE AN AUGMEN7ED 7ESC PLAN, A WRIT7EN
NARRA77VE DESCRIBING THE P07EN77AL FOR EROSION AND SED /MENTA77ON, A CONS7RUC77ON SEQUENCE, AND THE PROPOSED
EXTRAORDINARY BMPs THAT WILL BE USED.
CONSTRUCTION NOISE NOTES /HOURS:
1. CONS7RUC77ON NOISE OUTSIDE THE ALLOWABLE HOURS IS PROHI8I7ED.
2. A CONS7RUC77ON PLAN INDICA77NG HAUL ROUTES AND HOURS, CONS7RUCTION HOURS, AND A TRAFFIC CONTROL PLAN
MUST BE SUBMITTED TO THE DEVELOPMENT SERVICES DIVISIONS FOR APPROVAL PRIOR TO A CONS7RUC710N PERMIT BEING
ISSUED.
J. HAUL HOURS SHALL BE RESTRICTED TO 714E HOURS BETWEEN 8.30 A.M. AND 3:30 P.M., MONDAY THROUGH FRIDAY
UNLESS 0774ERWISE APPROVED IN ADVANCE BY 7HE DEVELOPMENT SERVICES DIVISION.
4. PERMITTED WORK HOURS IN OR NEAR RESIDEN77AL AREAS. CONSTRUC7ON AC77Vl77ES THAT REQUIRE CONS7RUC77ON OR
BUILDING PERMITS AND THAT ARE CONDUCTED IN RESIDEN77AL AREAS OR WITHIN THREE HUNDRED FEET (300') OF RESIDENTIAL
AREAS SHALL BE RESTRICTED TO 714E FOLLOWING HOURS.
COMMERCIAL, MUL77- FAMILY. NEW SINGLE FAMILY AND 07HER NONRESIDEN77AL CONS7RUC77ON AC77W77ES•
COMMERCIAL, MUL77- FAMILY, NEW SINGLE FAMILY AND OTHER NONRESIDEN77AL CONS7RUC77ON AC77V/77ES SHALL BE RESTRICTED
TO THE HOURS BETWEEN 7.•00 A.M. AND 8.00 P.M., MONDAY 774ROUGH FRIDAY. WORK ON SATURDAYS SHALL BE RESTRICTED
TO THE HOURS BETWEEN 9. 00 A.M. AND 8. 00 P.M. NO WORK SHALL BE PERMITTED ON SUNDAYS
CONSTRUC7ON - RELATED NOISE IS NOT ALLOWED.
• OUTSIDE OF ALLOWABLE HOURS
• LEGAL HOLIDAYS
• SUNDAYS
CONSTRUC77ON SEQUENCE:
1. SCHEDULE AND HOLD A PRE - CONSTRUCTION CONFERENCE W7H THE CITY SITE INSPECTOR.
2. FLAG OR FENCE CLEARING LIMITS.
J. POST SIGN WI7H NAME AND PHONE NUMBER OF 7ESC SUPERVISOR.
4. RELOCATE EX. U77LI77ES; COORDINATE WI7H SURVEYOR. CALL 811 PRIOR TO EXCAVATION.
5. GRADE AND INSTALL CONS7RUC77ON ENTRANCE.
6. DEMOLISIi/REMOVE EX. IMPROVEMENTS W7HIN CLEARING LIMITS EXCEPT AS SHOWN.
7. INSTALL PERIMETER PR07EC77ON (REINFORCED SILT FENCES) AND TREE PROTEC770N.
8. BEGIN DE7EN77ON VAULT AND SEDIMENT TRAP C0NS7RUC77ON.
9. INSTALL BYPASS LINE AS SHOWN.
10. GRADE AND INSTALL INTERCEPTOR SWALES WITH CHECK DAMS.
11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE W774 CITY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS.
12. RELOCATE EROSION CON7ROL MEASURES OR INSTALL NEW MEASURES SO THAT AS S17E COND177ONS CHANGE, 774E EROSION
AND SEDIMENT CON7ROL IS ALWAYS IN ACCORDANCE W714 774E CITYS 7ESC MINIMUM REQUIREMENTS. VAULT MAY BE
U77LIZED FOR SEDIMENT CONTROL ONCE COMPLE7E (PLUG VAULT OUTLET AND DISPOSE OF SEDIMENT LADEN W47ER IN A
MANNER APPROVED BY 774E CITY OF RENTON). IF TURBID DISCHARGES OCCUR TO 774E DOWNS7REAM SYSTEM, BAKER TANKS
SHALL BE U71LIZED AS PER THE CITY OF RENTON INSPECTOR.
13. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING 7HE DRY SEASON OR TWO DAYS
DURING 774E WET SEASON W1714 STRAW, WOOD FIBER MULCH, COMPOST, PLAS77C SHEETING, OR EQUIVALENT.
14. STABILIZE ALL AREAS 774AT REACH FINAL GRADE WI774IN SEVEN DAYS
15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE 714AN 30 DAYS
16. UPON COMPLE77ON OF 774E PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE.
17. ADD177ONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY CITY OF RENTON INSPECTOR.
D.R. STRONG
77NG ENGINEERS
ENGINEERS PLANNERS SURVEYORS
6207TH AVENUE KIRKLAND, WA 98033
O 425.8273063 F 425.827.2423
www.drstrong.com
1
CITY COMMENTS DATED NOVEMBER 6, 2013
YI.P
12.02.13
MAJ
SURVEYED:
SJS
SCALE:
AS NOTED
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
M1�V111
2
FINAL REVISIONS
YLP
03.06.14
MAJ
DESIGNED:
3
CITY COMMENTS
QHH
03.21.14
MAJ
4
CITY COMMENTS
YLP
04.03.14
MAJ
DRAWN:
YLP
ONE INCH
CHECKED
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
APPR
APPROVED:
MAI
TECHNICAL NOT
7HE PROJECT GE07ECHNICAL ENGINEER OF RECORD OR HIS REPRESENTA77VE MUST BE ONS17E DURING CRI71CAL EAR7HWORK
OPERATIONS. THE GE07ECHNICAL ENGINEER SHALL OBSERVE ALL EXCAVATIONS AND FILL AREAS IN ADD1770N, THE ENGINEER
SHALL INSPECT 714E SOIL CUTS PRIOR TO C0NS7RUC77ON OF 774E ROCKERIES AND INSPECT 774E COMPAC7ION IN FILL AREAS
THE ENGINEER MUST SUBMIT FIELD REPORTS IN WRI77NG TO THE PCD INSPECTOR FOR SOILS VERIFICA7701V AND FOUNDA71ON
CONSTRUCTION. ALL EARTHWORK SHOULD BE IN CONFORMANCE WITH THE RECOMMENDA77ONS IN 7HE GE07ECHNICAL REPORT.
774E GE07ECHNICAL ENGINEER MUST BE PRESENT AT 7HE PRE- CONS7RUC770N MEETING. IN ADDITION, THE FOLLOWING
CONSTRUCTION STAGES MUST BE INSPECTED, MONITORED, AND TESTED AS NECESSARY BY 774E GE07ECHNICAL ENGINEER OF
RECORD.
1. S17E CLEARING AND S7R/PPING OF ORGANIC TOPSOIL FOR ALL AREAS TO RECEIVE S7RUC7?)RAL FILL, PAVEMENTS, OR
FOUNDATIONS.
2. CUT SLOPES OVER FOUR FEET HIGH.
J. BENCHING FOR FILL TO BE PLACED ON SLOPES
4. INSPEC77ON OF PROPOSED IMPORT FILL MATERIAL, PRIOR TO PLACEMENT.
5. PLACEMENT OF STRUCTURAL FILL, INCLUDING OBSERVATION OF PROPER MOISTURE CONTENT, LIFT THICKNESS, AND MINIMUM
COMPACTION.
6. SUBGRADES FOR RETAINING WALLS, FOUNDA TONS, AND FOR THE BASE OF ROCKERIES
7. INSTALLA77ON OF SUBSURFACE DRAINAGE FACILITIES.
8. U77LITY TRENCH BEDDING AND BACKFILL, INCLUDING OBSERVATION OF PROPER MOISTURE CON7ENT, LIFT THICKNESS, AND
MINIMUM COMPAC770N.
9. UTIL177ES ON STEEP SLOPES; SLOPE ANCHORS AND /OR BACKFILL SLOPE STABILIZA770N.
10. ANY UNUSUAL SEEPAGE, SLOPE, OR SUBGRADE COND177ON AS DELINEATED IN THE GE07ECHNICAL REPORT OR DISCOVERED
IN 774E FIELD.
AT 7HE END OF THE CONS7RUC770N, 7HE GE07ECHNICAL ENGINEER SHALL SUBMIT A FINAL SUMMARY LETTER VERIFYING THAT
CRI77CAL STAGES OF 774E CONSTRUCTION HAVE BEEN INSPECTED AND ARE IN CONFORMANCE WI77-1 GE07ECHNICAL REPORT.
ANY EXCAVATED MATERIAL REMOVED FROM THE CONS7RUC770N SITE AND DEPOSITED ON PROPERTY WITHIN THE CITY LIMI7S
MUST BE DONE IN COMPLIANCE WITH A VALID CLEARING & GRADING PERMIT. LOCA77ONS FOR THE MOBILIZA77ON AREA AND
STOCKPILED MATERIAL MUST BE APPROVED BY THE PCD INSPECTOR AT LEAST 24 HOURS IN ADVANCE OF ANY DUMPING.
STREET SWEEPING NOTE -�
CONTRACTOR SHALL IMMEDIATELY SWEEP THE PAVED CITY RIGHT -OF -WAY WHEN DIRT OR 07HER C0NS7RUC77ON RELATED n
DEBRIS IS DEPOSITED. d
DUST SUPPRESSION NOTE 0 1
DUST FROM CLEARING, GRADING, AND 07HER CONSTRUCTION AC77VI77ES SHALL BE MINIMIZED AT ALL TIMES ANY DUST as o°O N
SUPPRESSANTS USED SHALL BE APPROVED BY THE DIRECTOR. PETROCHEMICAL DUST SUPPRESSANTS ARE PROHIBITED.
Wi47ER/NG 7HE S17E TO SUPPRESS DUST IS ALSO PROHIBI7ED UNLESS IT CAN BE DONE IN A WAY THAT KEEPS SEDIMENT OUT o > V
OF 774E PUBLIC DRAINAGE SYSTEM. n 0 '
PERMIT NO TES h o CrJ
1. IF U77LITIES DESIGN CHANGES RESULT IN CHANGES TO 774E CLEARING LIMITS SHOWN ON 774ESE PLANS, 7HE APPLICANT Z
MUST SUBMIT A REVISION TO 7HE CLEARING AND GRADING PERMIT THAT INDICATES 7HE LOCA77ON OF THE NEW CLEARING
LIMITS
2. THE PROJECT WORK SHALL FOLLOW THE GUIDELINES OF THE CORPS PERMIT.
J. IF TURBID DISCHARGE IS ABOVE MAXIMUM ALLOWABLE DISCHARGE PER NPDES REQUIREMENT RESULTS, THEN THIS PROJECT
SHALL OBTAIN A SEWER DISCHARGE PERMIT FOR ALL RUNOFF FLOWS ONSITE:
D=3 718 10
ill,
R CITY OF
t RENTON
Planning /Building /Public Works Dept.
RECOMMENDED FOR APPOVAL
�'���`
�
BY: Date: Y /711V
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
TESC NOTES
17040 108TH AVENUE SE
RENTON, WA
nemR
04.03.14
PAGE:
1►I
28
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LEVEL BOTTOM
� 2: 1 MAX SLOPE
2' MIN
— SWALE SPACING DEPENDS
ON SLOPE GRADIENT
MAINTENANCE STANDARDS
1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED
IMMEDIATELY.
2 IF THE FACILITIES 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
FLOWPATH
SLOPE. •
PERCENT,
LENGTH,
20H: 1 V
Dew : YLP
OR LESS
3 -57.
300'
(10 -20)
APPROVED:
MAJ
H. IV
5 -10%
200'
(4 -10)
H. 1V
10 -257.
100'
(2 -4)
H. 1V
25 -50%
50'
INTERCEPTOR SWALE BAP C200
NTS
NOTES,
1. 6 -FT. HIGH TEMPORARY CHAIN LINK FENCE SHALL BE
PLACED AT THE DR/PLINE OF THE TREE TO BE SAVED. FENCE
SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE 6' MIN.
POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR
STAKES INTO MAJOR ROOTS.
2. FOR ROOTS OVER 1 -IN DIA. THAT ARE DAMAGED DURING
CONS7RUC7ION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE
7HE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE
TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT
DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS
POSSIBLE.
3 WORK WITHIN PR07EC77ON 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
DRIPLINE
TREE PROTECTION DETAIL BMP T101
PROVIDE FULL WIDTH OF
INGRESS /EGRESS AREA
NO TES:
1. SEE ADJACENT DETAIL.
2. A SEPARATION GE07EX77LE SHALL BE PLACED UNDER 774E SPALLS TO PREVENT FINE SEDIMENT FROM
PUMPING UP INTO 774E ROCK PAD. THE GE07EX77LE SHALL MEET THE FOLLOWING STANDARDS.
GRAB TENSILE STRENGTH (AS714 D- 4751) ................200 PSI
GRAB TENSILE ELONGA77ON (ASTM D- 4632). ........... 30% MAX.
a MULLEN BURST STRENGTH (ASTM D- 3786- 80A).....400 PSI MIN.
AOS (AS7M D- 4751) ......................... ..........................20 -45 (U.S. STANDARD SIEVE SIZE)
0
n 3. HOG FUEL MAY BE SUBS77TU7ED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE
a USED FOR PERMANENT ROADS THE EFFECTIVENESS OF HOG FUEL IS HIGHLY VAR /ABLE, BUT IT HAS BEEN
USED SUCCESSFULLY ON MANY SITES IT GENERALLY REQUIRES MORE MAINTENANCE THAT QUARRY SPALLS.
i THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT
N PREVEN77NG SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF 7HE HOG FUEL IS BEING CARRIED ONTO
o PAVEMENT. HOG FUEL IS PROHIBITED FROM PERMANENT ROADBEDS BECAUSE ORGANICS IN THE SUB -GRADE
0 1 SOILS CAUSE DIMCUL77ES WITH COMPACTION.
z
4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO 774E CONSTRUCTION ENTRANCE.
5. WHENEVER POSSIBLE, THE EN7RANCE SHALL BE CONSTRUC7EDD ON A FIRM, COMPACTED SUBGRADE. 7741S
CAN SUBSTAN77ALLY INCREASE THE EFFEC77VENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE.
-WIDTH OF NEW ROADWAY
PAVEMENT (MIN)
NTS
W STABILIZED CONSTRUCTION ENTRANCE BMP C105
q NTS
0
I
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
A. JOU =PNW
HOLDINGS LLC
D.R. STRONG
CONSUL PNG ENGINEERS
O 5 2
LFEV ENGINEERS PLANNERS SURVEYORS
S, •I� 620 7TH AVENUE KIR 425.82 24 98033
NA O 425.827.3063 F 425.8272423
www.dlstrong.com
NW 1A SE 1 A SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
MAINTENANCE STANDARDS
1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE
CHANNEL IS RESTORED TO ITS 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, THE CHANNEL CAPACITY MUST BE INCREASED
THROUGH CONSTRUCTION OF A BERM(S) OR BY EXCACAT/ON. IF THE PROBLEM IS UNDER - DESIGN,
THE DESIGN ENGINEER SHALL BE N077FIED AND THE CHANNEL REDESIGNED TO A MORE
CONSERVATIVE STANDARD TO BE APPROVED BY KING COUNTY.
3. 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 PROTECTED BY
RIPRAP OR AN EROSION CONTROL BLANKET OR NET.
GROUND SURFACE GRATE
OVERFLOW /
SOLID WALLS f II STORAGE
POROUS BOTTOM
FILTER MEDIA I I CATCH
FOR BAS /N
DEWA7ER/NG
INSERT NO TES.-
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 SITE OR HAULED OFF SITE
2) ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS
FILLED ONE -7741RD OF THE AVAILABLE STORAGE.
3) THE FILTER MEDIA FOR 7HE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MON77-ILY.
CATCH BASIN INSERT CROSS — SECTION BMP C220
NTS
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" M/N I I BURY BOTTOM OF FILTER
u MA7ER/AL 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
STRENGTH FABRIC USED
2" BY 4" WOOD POSTS
STEEL FENCE POST,
REBAR OR EQUIVALENT
II 12' M/N
BACKFILL TRENCH WITH NATIVE SOIL °
OR 314 " -1.5" WASHED GRAVEL 12" MIN
MINIMUM 4" X 4" TRENCH
SILT FENCE NOTES.-
1. SEE ADJACENT DETAIL 2. 774E GE07EX77LE USED MUST MEET THE
FOLLOWING SPECIFICARONS: AOS (ASTM D -4751)
30 -100 SIEVE SIZE FOR SILT FILM
50 -100 SIEVE SIZE FOR OTHER FABRICS
WATER PERMITTIVITY (AS7M D -4491) 0.02 SEC -1 MIN
GRAB TENSILE S7RENG7H (AS7M D -4632) 180 LBS MIN. FOR EXTRA S7RENGTH FABRIC
100 LBS PER MINUTE STANDARD S7RENG7H FABRIC
GRAB TENSILE ELONGA77ON (AS7M D -4632) 30% MAX.
ULTRAVIOLET RESISTANCE (ASTM D -4355) 70% MIN.
A COPY OF THE MANUFAC77JRERS' FABRIC SPECIFICA77ONS MUST BE AVAILABLE ONSI7E
J. STANDARD S7RENG7H FABRIC REQUIRES WIRE BACKING TO INCREASE 7HE S77?ENG7H OF THE
FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EX7RA S7RENG7H FABRIC IF
FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 4. WHERE 7HE FENCE IS INSTALLED, THE
SLOPE SHALL BE NO STEEPER THAN 2H: 1V.
SILT FENCE DETAIL BMP C233
NTS
1 CITY COMMENTS DATED NOVEMBER 8, 2013 YLP
2 FINAL REVISIONS YLP
3 CITY COMMENTS QHH
4 CITY COMMENTS YLP
NO. REVISION BY
2.02.13
MAJ
SURVEYED`:
3.06.14
MAJ
DESIGNED:
3.21.14
MAJ
4.03.14
MAJ
Dew : YLP
n �
CHECKED: ,
DATE
APPR
APPROVED:
MAJ
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
102 CITY OR
RENTON
Planning /Building /Public Works Dept.
2" - 4" ROCK
L = THE DISTANCE SUCH THAT POINTS A & B
ARE OF EQUAL ELEVATION
A L B
71
SPACING BETWEEN CHECK DAMS
NTS
D- 371811
WCOMMENRED FOR APPOVAL
BY Date: 14
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
TESC DETAILS
17040 108TH AVENUE SE
RENTON, INA
Emil
N
04.03.14
I LDBWK:
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ARBORIST NOTE
ARBORIST WILL BE PRESENT DURING CONSTRUCTION TO
ENSURE PROPER CONSTRUCTION TECHNIQUES ARE
BEING U77LIZED AND TO ENSURE SUSTAINABILITY OF
RETAINED TREES
LEGEND
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BUFFER AVERAGING- ADD177ON
NOTE.- SEE WETLAND U177GA77ON PLAN (W -1) FOR AREAS
t . TY OF AENTON
OILCOMMENDED
FOR APPROVAL
.-.-_ DATE:_...__
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
OK COMMONS
'LAN, CENTRAL
TH AVENUE SE
ITON, WA
0 lke1 ff liffR
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FIELDBROOK COMMONS
®ifi,
PNw' 1 CITY COMMENTS DATED NOVEMBER 6, 2013
HOLDINGS LLC 2 FINAL REVISIONS
IONS STRONG
CONSUL 77NG ENGINEERS 3 CITY COMMENTS
D R'ODS ENGINEERS PLANNERS SURVEYORS 4 CITY COMMENTS
620 7TH AVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425.8272423
www.drstrong.com NO.
REVISION
YLP
12.02.13
MAJ
SURVEYED:
WS
YLP
03,08.14
MAJ
DESIGNED:
MAJ
CHH
03.21.14
MAJ
YIP
04.03.14
MAJ
DRAWN: YLP
CHECKED:
MAd
BY
DATE TAPPR
APPROVED:
SCALE:
HORRONTAL:NADVO 91988 1 �)
AS NOTED 66 ,} CITY OF
AN RENTON
ONE INCH
AT FULL SCALE M \�V Planning /Building /Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
LEGEND
CONCRETE, FLUSH /ADA RAMP
^. a
CONCRETE, RAISED
° � e
a
PAVEMENT
CONCRETE, TRASH ENCLOSURE AREAS
WILDERNESS TRAIL
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MAN&X►d/ ll
BUFFER RESTORATION
FOR TEMPORARY IMPACTS
BUFFER A VERA GING—SUB7RAC77ON
BUFFER AVERAGING— ADD177ON
NOTE. SEE WETLAND U177GA77ON PLAN (W -1) FOR AREAS
D- 311814
C QTY (, r� NTON
h;: COMtv�t LADED �'
FOR APPROVAL,
'��pATE. �f• d�
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DATE:
FIELDBROOK COMMONS
GRADING PLAN, EAST
17040 108TH AVENUE SE
RENTON, WA
4`
J
NORTH
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0 10 20 40
1 INCH = 20 FT.
04.03.14
FIELDIKX)
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811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
NW 1/4, SE 1/4, SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
CITY COMMENTS DATED NOVEMBER 8. 2013
CITY COMMENTS
CITY COMMENTS
YLP
FPNWI
MAJ
YLP
HOLDINGS
LLC
OHH
--
D.R. STRONG
CONSUL 77NG ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
www.drstrong.com
NW 1/4, SE 1/4, SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
CITY COMMENTS DATED NOVEMBER 8. 2013
CITY COMMENTS
CITY COMMENTS
YLP
12.02.131
MAJ
YLP
03.08.14
MAJ
OHH
03.21.14
MAJ
YLP 04.03.14 MAJ DRAWN: YLP
CHECKED:
MAJ
BY DATE AP P R -PROVED:
MAJ
4 RAMP
XOSURE AREAS
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
QATUM
D- 371815
!jCM :FE
NTO
DED
OVAL
. 4.7
DATE. IIII.,.
0ATE:�.�..
�— CITY OF FIELDBROOK COMMONS
R E N TO N GRADING PLAN, SOUTH
17040 108TH AVENUE SE
Planning /Building /Public Works Dept. RENTON, WA
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
mmmiffiff
PAGE
04.03.14
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(SEE STD. PLAN F -3)
CEMENT VARIES - 14' MIN. (SEE CONTRACT)
CONCRETE
SIDEWALK
0
VARIES - VARIES - I VARIES - 14' MIN.
2'6' to 0 2'6' to 0 1 (SEE CONTRACT) ENTRANCE
DRIVEWAY
SIDE ;111PE ( TYP.) VARIES - 6' to BUFFER STRIP
(TYP )
m
SECTION O
It
Call 2 Working Days Before You Dig
811
UtWdies Underground Location Center
(ID,MT,ND,OR,WA)
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, 3, & 4
Sheet 5 OF 6
�tiCY p� ADOPTED
CITY OF RENTON
+ +
""���"'��•��` STANDARD PLANS
LST DATE: 04/04
DWG. NAME: F004 -4 SP PAGE: F004.4
NW 1/4, SE 1/4, SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
DETECTABLE WARNING
112.02.13
X
Y
3' 0'
13' 1"
4' 0"
10' 9"
5' 0'
T B"
VARIES - VARIES - I VARIES - 14' MIN.
2'6' to 0 2'6' to 0 1 (SEE CONTRACT) ENTRANCE
DRIVEWAY
SIDE ;111PE ( TYP.) VARIES - 6' to BUFFER STRIP
(TYP )
m
SECTION O
It
Call 2 Working Days Before You Dig
811
UtWdies Underground Location Center
(ID,MT,ND,OR,WA)
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, 3, & 4
Sheet 5 OF 6
�tiCY p� ADOPTED
CITY OF RENTON
+ +
""���"'��•��` STANDARD PLANS
LST DATE: 04/04
DWG. NAME: F004 -4 SP PAGE: F004.4
NW 1/4, SE 1/4, SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
DETECTABLE WARNING
112.02.13
PATTERN (SEE DETAIL)
sD""":JS
Jo
03.06.14
I i
DESIGNE�
R• y g
3/8" EXPANSION gyp,,
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03.21.14
JOINT ()
W
F-3
(SEE STD. PLAN F -3)
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0„
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MIN.
BY
X.
,o
APPR
APPROVED:
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3/4"
,A
.
L y
7/8"
5' O CROSSWALK (TYP.)
(SEE STD. PLAN H -5c)
I �D TRUNCATED
a"
F
x
SIDEWALK RAMP TYPE 1A
x
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3/8" EXPANSION
o
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JOINT (TYP.)
STD. PLAN F -3)
=
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a
4'
0"
MBA/.
DETECTABLE WARNING
PATTERN (SEE DETAIL)
•R`uij
t
CROSSWALK
L
I
BUFFER STRIP J
SEE NOTE 1 2' 6"
1 2' 6'
CEMENT CONCRETE
(TYP.)
E
2. Detectable warning patterns may be created by any method that will achieve the truncated dome
CURB & GUTTER
Y
BID ITEM
3. Curb and gutter shown, see the Contract Plans for the curb design specified. See Std. Plan F -1 for curb
(SEE NOTE 3)
details.
4. The plan Views for SIDEWALK RAMP TYPES 18, 1C & ID are provided to define each romp type. See the
DRIVEWAY ENTRANCE
RAMP DETAIL on this sheet. See Std. Plan F -3 for sidewalk joint placement and details.
5. Ramp slopes shall not be steeper than 12H:1V.
SIDE SLOPE (TYP.)
6. The designer shall provide to the City the curb ramp type, location, elevations, and profiles on the TYPES 1A, 1B, 1C & 1D
PLAN NEW
CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3
NOT TO SCALE
SHEET 1 OF 3
information to determine the cross slopes and running slopes of each curb ramp and will be checked for ADA
DRIVEWAY
(BY OTHERS)
5' -0' 6' -0"
i/2' R (TYP-)
�l
DEPRESSED
CURB 1, GUTTER
CITY OF RENTON
2R - ;o
/�'
(SEE NOTE 3)
LST DATE: D4/04
318" EXPANSION JOINT (TYP.)
F010 SP PAGE: F010
(SEE STD. PLAN F -3)
SECTION O
VARIES - VARIES - I VARIES - 14' MIN.
2'6' to 0 2'6' to 0 1 (SEE CONTRACT) ENTRANCE
DRIVEWAY
SIDE ;111PE ( TYP.) VARIES - 6' to BUFFER STRIP
(TYP )
m
SECTION O
It
Call 2 Working Days Before You Dig
811
UtWdies Underground Location Center
(ID,MT,ND,OR,WA)
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, 3, & 4
Sheet 5 OF 6
�tiCY p� ADOPTED
CITY OF RENTON
+ +
""���"'��•��` STANDARD PLANS
LST DATE: 04/04
DWG. NAME: F004 -4 SP PAGE: F004.4
NW 1/4, SE 1/4, SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
DETECTABLE WARNING
112.02.13
PATTERN (SEE DETAIL)
sD""":JS
Jo
03.06.14
I i
DESIGNE�
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3/8" EXPANSION gyp,,
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03.21.14
JOINT ()
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F-3
(SEE STD. PLAN F -3)
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DRAWN: YLP
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5/8�
MIN.
BY
X.
,o
APPR
APPROVED:
KW
3/4"
D
7/8"
5' O CROSSWALK (TYP.)
(SEE STD. PLAN H -5c)
I �D TRUNCATED
PLA
ELEVATION DETECTABLE
SIDEWALK RAMP TYPE 1A
A
r
3/8" EXPANSION
o
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JOINT (TYP.)
STD. PLAN F -3)
=
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MBA/.
DETECTABLE WARNING
PATTERN (SEE DETAIL)
•R`uij
t
CROSSWALK
(SEE STD. PLAN H -5c)
ISOMETRIC VIEW RAMP DETAIL
FOR SIDEWALK RAMP
TYPES 18. 1C. 1D
NOTES:
1. Avoid placing drainage structures, junction boxes or other obstructions In front of romp access areas.
2. Detectable warning patterns may be created by any method that will achieve the truncated dome
dimensions and spacing shown.
3. Curb and gutter shown, see the Contract Plans for the curb design specified. See Std. Plan F -1 for curb
details.
4. The plan Views for SIDEWALK RAMP TYPES 18, 1C & ID are provided to define each romp type. See the
RAMP DETAIL on this sheet. See Std. Plan F -3 for sidewalk joint placement and details.
5. Ramp slopes shall not be steeper than 12H:1V.
SIDEWALK RAMP
6. The designer shall provide to the City the curb ramp type, location, elevations, and profiles on the TYPES 1A, 1B, 1C & 1D
submitted plans of each of the curb ramps within the project area. The profiles shall provide enough
SHEET 1 OF 3
information to determine the cross slopes and running slopes of each curb ramp and will be checked for ADA
compliance. RY p
VO+f�
ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: D4/04
9 3 2008 Added Note 6 DGV DWG. NAME:
DATE I REVISION BY APPR
F010 SP PAGE: F010
HOLDINGS LLC
D.R. STRONG
CONSUL 77NG ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425.8272423
www.drstrong.com
1 CITY COMMENTS DATED NOVEMBER 6, 2013
2 FINAL REVISIONS
3 CITY COMMENTS
4 CITY COMMENTS
NO. REVISION
4' - 0" MIN.
LANDING
2% 't
CEMENT CONCRETE
SIDEWALK
W
112.02.13
MAJ
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03.06.14
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03.21.14
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04.03.14
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B
5/8�
CHECKED:
MAl
BY
DATE
APPR
APPROVED:
KW
6' - d' MIN.
DETECTABLE WARNING
PATTERN (SEE DETAIL)
SECTION O
6'-0" MIN.
2%
CEMENT CONCRETE
SIDEWALK
SECTION 9O
TOP
ROADWAY
DEPRESSED
CURB & GUTTER
(SEE NOTE 3)
TOP OF
ROADWAY
CEMENT CONCRETE
CURB & GUTTER
(SEE NOTE 3)
10' - 0" MIN.
TOP OF
2 %_ � � ROADWAY
> e
CEMENT CONCRETE
SIDEWALK CEMENT CONCRETE
CURB & GUTTER
SECTION 0 (SEE NOTE 3)
SIDEWALK RAMP
TYPES 1A, 113, 1C & ID
SHEET 2 of 3
GtiSY p� ADOPTED
CITY OF RENTON
+ + STANDARD PLANS
LST DATE: 04/04
REVISION I BY JAPPRIA DWG. NAME: F010 -1 SP PAGE: F010.1
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
Q
RADIUS POINT OF
SIDEWALK RAMP AND
CURB RETURN (TYP.)
&I
Y
SEE RAMP DETAIL
(TYP.)
PLAN
SIDEWALK RAMP TYPE IC
7�
!1. i V! J
SEE RAMP DETAIL
(TYP.)
PLAN
SIDEWALK RAMP TYPE 1B
BACK EDGE OF SIDEWALK IS PARALLEL
TO APPROACH ROADWAY (TYP.)
_ SEE RAMP DETAIL
(TYP-)
PLAN
SIDEWALK RAMP TYPE 1D
DETECTABLE WARNING PATTERN AREA
- SHALL BE YELLOW, IN COMPLIANCE
WITH STD. SPEC. 8- 14.3(3)
RAMP
B
_
MIN. MAX.
Al
:-
I 111PLAN
B
-�.-
A
1 5/8.
2 3/8"
B
5/8�
1 1/2"
C
7/16'
3/4"
D
7/8"
1 7/16 -
I �D TRUNCATED
DOMFFS_(SEE NOTE 2)
ELEVATION DETECTABLE
WARNING PATTERN DETAIL
SIDEWALK RAMP
TYPES 1A, 113, SC & 1D
SHEET 3 of 3
ti p ADOPTED
t' CITY OF RENTON
+ +
■�� STANDARD PLANS
N R O$ LST DATE: 04/04
DWG. NAME: F010 -2 SP PAGE: F010.2
D=371816
RECOMMENDED FOR APPOVAL
BY: Dater
BY: Date:
BY: Date:
BY: Date:
>.� CITY OF FIELDBROOK COMMONS 04.03.14
MU RENTON ROAD DETAILS PAGE::
17040 108TH AVENUE SE DRAWING NO:
Planning /Building /Public Works Dept. RENTON, WA
SHEET�
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28' OF EX /STING R.O.W. 23.73' RIGHT OF WAY DEDICATION
3
VARIES' 32' ROADWAY I 13.5'
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L
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\ /\ / \ \ /\�
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NECESSARY TO
OVERLAY AS
CENTERLINE 4 " COMPACTED DEPTH
\�;\�`� \ \j�`�
CEMENT CONCRETE
CLASS B ASPHALT CONCRETE
CURB & GUTTER
8" CRUSHED ROCK:
SUBGRADE SLOPE
(1$" MINUS \CRUSHED ROCK
0.02 FT /FT
SURFACING BASE COURSE)
SE 172ND STREET
(STA. 10 +56.58
TO STA. 15 +85.66)
NTS
SOUTH
NORTH
I-
VARIES
I
29.5'
1
\. \ \ .02 FT. � . 02 FT. /FT. .02 F7: FI: , ...:• \ / \ / \/
/'`rte\', \' \ \i\ \i\� .. ,• . .02 FT./ \ \ \ \\ \\ .. ..: ,..•\ \ , \.� \ \ / /� \ / /. /�
SUBGRADE SLOPE \/ri //j
8 WA
CLASS MBAASPHAD�PTH\ % \ /� \ / / \ //\ / \ \'
CONCRETE \ \ CATCH BASIN & STORM
SEWERS SEE PLAN
8" CRUSHED ROCK.•
(14" MINUS \CRUSHED ROCK
SURFACING BASE COURSE)
SE 172ND STREET (STA. 15 +85.66 TO STA. 17 +60.75)
30' I 35.83' R. 0. W. HALF WIDTH I IF
f16.5'
f22'
30'
O�
VARIES' 32' ROADWAY I 13.5'
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5' CEMENT
VERTICAL CURB AND 21
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8° PLANTER 5' CEMENT
Lu
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CONCRETE 6"
GUTTER PER
DETAIL �I
6., CONCRETE
W
SIDEWALK
Z
S /DEWALK
\. \ \ .02 FT. � . 02 FT. /FT. .02 F7: FI: , ...:• \ / \ / \/
/'`rte\', \' \ \i\ \i\� .. ,• . .02 FT./ \ \ \ \\ \\ .. ..: ,..•\ \ , \.� \ \ / /� \ / /. /�
SUBGRADE SLOPE \/ri //j
8 WA
CLASS MBAASPHAD�PTH\ % \ /� \ / / \ //\ / \ \'
CONCRETE \ \ CATCH BASIN & STORM
SEWERS SEE PLAN
8" CRUSHED ROCK.•
(14" MINUS \CRUSHED ROCK
SURFACING BASE COURSE)
SE 172ND STREET (STA. 15 +85.66 TO STA. 17 +60.75)
30' I 35.83' R. 0. W. HALF WIDTH I IF
f16.5'
f22'
30'
O�
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03.06.14
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W UI 6" CONCRETE AX• SL /\
MIN. SIDEWALK 2:1 M / \/ \
TIP. O F77FT.
02 FT./FT
REPLACE EXIS77NG
VERTICAL CEMENT CONCRETE
CURB & GUTTER AS NECESSARY
SEE FRONTAGE NOTE ON SHEET C3
108TH AVENUE SE (STA. 90 +52.26 TO STA. 93 +22.74)
r
Cd 2 Working Days Before You Dig
811
Utiities Underground Location Center
(ID,MTND,OR,WA)
lq
HOLDINGS LLC
D. R. STRONG
F EaD[::)
CONSUL 71NG ENGINEERS
Is ENGINEERS PLANNERS SURVEYORS
620 77H AVENUE KIRKLAND, WA 98033
O 425.8273063 F 425.8272423
www.drstrong.com
1 CITY COMMENTS DATED NOVEMBER 6, 2013
2 FINAL REVISIONS
3 CITY COMMENTS
4 CITY COMMENTS
NO. REVISION
NTS
Urpt-i
eg
44'
DRIVEWAY APRON/
CURB RAMP/
5" CONCRETE
.02 FT./
10'/12'
FT/
CATCH BASIN & STORM
SEWERS SEE PLAN
—I-
1
of
J
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+'4,705 S.F. OF S17E WALKWAYS TO BE CONSTRUCTED AS PERVIOUS CONCRETE PER DETAIL, THIS SHEET.
DRIVE AISLE
YLP
12.02.13
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suRVEYE
YLP
03.06.14
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0HH
03.21.14
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YLP
04.03.14
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BY
DATE
APPR
APPROVED:
Mm
42" MAX
24" MIN
I 1
5'
2
1 -1/2T
STD 90' BRACKET OR 360•
ADJUSTABLE BRACKET IF
REQUIRED.
IPIPE CAP
i
2" GALVANIZED
STEEL PIPE
CEMENT
1 -1/2' CONCRETE
CLASS `B'
3'
5 /8th
1_1/2' MINUS
CRUSHED
ROCK
ri
8' -6' 2' MIN CLEARANCE
FROM FACE OF
CURB.
10' MIN CLEARANCE
IF NO CURB. ,
10112'
.02 FT. /FT
GROUND MOUNTED STREET NAME SIGNS
GtiCY p� ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: 04/04
DWG. NAME: G013 SP PAGE: GO13
3" COMPACTED DEPTH
CLASS B ASPHALT
CONCRETE
4.5" ATB
SUITABLE SUBGRADE
SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991 , � CITY OF
t RENTON
ONE INCH
AT FULL SCALE 1111 Planning /Building /Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
20' PARKING STALL
44' RAISED
SIDEWALK*_
.02 FT/FT-
MONOLITHIC CURB
SEE DETAIL, THIS SHEET
3j" SIDEWALK
NTS
5" MIN. THICKNESS OF
POROUS CONCRETE
(M /N. 28 -DAY COMPRESSIVE
STRENGTH OF 3000 PSI)
6" MIN. OF FREE - DRAINING SAND
OR GRAVEL BASE IS REQUIRED
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 774AN 5% FINES (MATERIAL
PASSING 774E 1200 SIEVE) BASED ON THE FRAC77ON PASSING THE 14 SIEVE.
J. 774E 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 CON77N000SLY FOR AT LEAST 10 MINUTES
COMPLIANCE WITH 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 THE PAVEMENT
IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORP77ON. IF THIS TEST IS NOT
CONCLUSIVE, 774EN A 6 -INCH RING SEALED AT THE 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
774A A ROAD VARIANCE IS REQUIRED FOR SUCH PLACEMENT) OR ON PRIVATE
PROPERTY SUBJECT TO VEHICLE LOADING SHALL BE A MINIMUM OF 5 INCHES
774ICK AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI.
5. SIDEWALKS AND PA 770S ON 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
NTS
D=371817
RECOMMENDED FOR APPOVAL
BY: 96=N Date: •7
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
ROAD CROSS SECTIONS AND DETAILS
17040 108TH AVENUE SE
RENTON, WA
04.03.14
FIEEBOOK:
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FIELDBROOK COMMONS z �� D=3718 I$
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AND SIDEWALK PER
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4 CITY COMMENTS YLP 04.03.14 MAJ YLP ML 17040 108TH AVENUE SE
ENGINEERS PLANNERS SURVEYORS ONE INCH °R"""'G NO:
6207TH AVENUE KIRKLAND, WA 98033 CHECKED AT FULL SCALE I Planning/Building/Public Works Dept. RENTON, WA
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93
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23
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91
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230
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18
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77
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56
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65
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81
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56
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70
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105
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133
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811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
DATE
YLp '03.0814 MAJ SURVEYED: SCALE: VERTICAL
NOTED VERTICAL: NAVD 83/1 Al IELDBROOK COMMONS
HORIZONTAL: NAD 1983/1991 �% CITY 0 F 04.03., 4
DESIGNED: P E�LD900K.
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ONE INCH
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IF NOT ONE INCH
BY DATE APPR APPROVED. SCALE ACCORDINGLY SHEET: M� OF:
28
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CITY COMMENTS DATED NOVEMBER 6. 2013
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no
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4
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4
620 7TH AVENUE KIRKLAND, WA 98033
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I NO.
REVISION
DATE
YLp '03.0814 MAJ SURVEYED: SCALE: VERTICAL
NOTED VERTICAL: NAVD 83/1 Al IELDBROOK COMMONS
HORIZONTAL: NAD 1983/1991 �% CITY 0 F 04.03., 4
DESIGNED: P E�LD900K.
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CITY COMMENTS DATED NOVEMBER 6, 2013
FINAL REVISIONS
CITY COMMENTS
CITY COMMENTS
1202.13
MAJ
SURVEYED:
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03,06.14
MAJ
DESIGNED
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03.21.14
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RENTON
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NORTH
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BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
DRAINAGE CONTROL PLAN, EAST
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811
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NW 1/4, SE 1/4, SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
P�w
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620 7TH AVENUE KIRKLAND, WA 98033
0 425.827.3063 F 425.8272423
www.drstrong.com
1
CITY COMMENTS DATED NOVEMBER 8. 2013
LENGTH FT.
YLP
112.02.13
MAJ
2
FINAL REVISIONS
LCPE
YLP
0&06.14
MAJ
3
CITY COMMENTS
18
GHH
0&21.14
104.03.141
MAJ
4
CITY COMMENTS
LCPE
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177
MAJ
NO.
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wS
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APPROVE
1w
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVO 1988
HORIZONTAL: NAD 1983/1991
QATUM
PIPE SCHEDULE
PIPE NO.
LENGTH FT.
SIZE /N.
TYPE*
P1
5
18
LCPE
P2
37
18
LCPE
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
12
LCPE
P10
33
12
LCPE
Pil
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
LCPE
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
*LCPE -LINED CORRUGATED POLYETHYLENE PIPE
Dl- DUCTILE IRON PIPE
DRYWELL TABLE
:RT IN
INVERT OUT
SOIL TYPE
GRAVEL*
TR IBUTARY AREA
TOP OF TRENCH
BOTTOM OF TRENCH
S.A. OF DRYWELL
VOLUME OF DRYWELL
3.60
413.60
SANDY LOAM
380
3060
414.60
409.00
216
1210
6.67
416.67
SANDY LOAM
380
8940
417.67
413.00
775
3620
0.30
420.30
SANDY LOAM
380
6000
421.30
417.30
575
2300
0.00
420.00
SANDY LOAM
380
7060
421.00
417.80
880
2816
2.10
422.10
SANDY LOAM
380
6275
423.10
419.40
645
2387
6.00
426.00
GR. SANDY LOAM
380
2500
42200
425.00
510
1020
'7.10
42Z 10
LOAM
570
2940
428.10
425.75
725
1700
6.80
426.80
SANDY LOAM
380
4840
427.80
426.00
1030
1850
6.80
426.80
SANDY LOAM
380
2465
427.80
425.8
1 510
1020
1PERWOUS TRIBUTARY AREA.
NO TE.
CCTV STORMW47ER DRAINS INSPEC77ON POLICY- THE PROJECT
DEVELOPER SHALL PROVIDE THE CITY WITH A CCTV VIDEO
INSPEC77ON OF ALL PROJECT STORM DRAIN LINES PRIOR TO CITY
APPROVAL TO INSTALL THE PROJECT CURBS AND /OR PAVING.
774E DEVELOPER SHALL CORRECT ALL DEFICIENCIES FOUND
DURING 7ELEVISION INSPEC77ON AND SHOW 7HE CORREC77ON WI7H
AN UPDATED INSPEC77ON CCTV VIDEO. MAXIMUM ALLOWABLE
POND/NG DEPTH DETECTED BY VIDEO INSPEC77ON SHALL BE 0.5
INCHES FOR APPARENT 'WATER 77GH7NESS'DEFICIENCIES
IDEN77FIED BY THE VIDEO INSPEC77ON, THE CITY MAY AT ITS
DISCRE77ON ACCEPT PROJECT DRAIN LINE(S) FOR WHICH 7HE
DEVELOPER DEMONSTRATES MEET STANDARDS PER WSDOT
STANDARDS SPECIFICATIONS, EXF /LTRA77ON TEST -STORM SEWERS
[7- 04.3(1)B] OR LOW PRESSURE AIR TEST [7- 04.3(1)E] OR
7- 04.3(1)F).
>�- CITY OF
t RENTON
Planning /Building /Public Works Dept.
D- 311821
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
RECOMMENDFQ FOR APPOVAL
BY Date:
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
DRAINAGE CONTROL PLAN, SOUTH
17040 108TH AVENUE SE
RENTON, WA
offliall
PAGE:
04.03.14
n
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0
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S
FRAME AND VANED GRATE
#3 BAR EACH
83 BAR EAf
p3 B. -. - ..... ...
..
PRECAST BASE SECTION
112'
OR 6' HEIGHT
TWO M3 BAR HOOPS FOR IT HEIGHT
RECTANGULAR ADJUSTMENT SECTION
O
LSEE �s� NOTES
03 BAR EACH CORNER
18' MIN
M3 BAR HOOP
PIPE ALLOWANCES
O
MAXIMUM
PIPE MATERIAL
INSIDE
Hole Filled With
DIAMETER
REINFORCEDOR
12"
PLAIN CONCRETE
NTS
ALL METAL PIPE
15"
CPSSP*
0.23
(STD. SPEC. 9. 05.20)
2"
SOLID WALL PVC
a•
(STD. SPEC. 9- 05.12(1))
15"
PROFILE WALL PVC
15'
(STD. SPEC. 9- 05.12(2))
1
x --A I to VULYE I HYLENE
STORM SEWER PIPE
1. As acceptable alternatives to the rebar shown In the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), or
Wire mesh having a minimum area of 0.12 square Inches per foot shall
be used with the minimum required rebar shown In the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed In the
knockouts.
2. The knockout diameter shall not be greater than 20 ". Knockouts shall
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
minimum gap between the knockout wall and the outside of the pipe.
After the pipe Is Installed, fill the gap with joint mortar in accordance
with Standard Specification 9 -04.3.
3. The maximum depth from the finished grade to the lowest pipe Invert
shall be 5'.
4. The frame and grate must be Installed with the flange down.
5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opening shall be measured at the top of the precast base section.
7. All pickup holes shall be grouted full after the basin has been placed.
6. All grade rings and castings shall be set In mortar In accordance with
Standard Specification 9 -04.3.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
U~O
PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00
DEPARTMENT
F MARCH 2008
C.2.2 FULL INFIL'T'RATION
FIGUREC.2.2.0 TYPICAL DRYWELL INFILTRATION SYSTEM
Roof Downspout
House
Catch Basin
(Yard Drain)
Roof
Downspout
U
m
NW 1/4, SE 1/4, SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
\ CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00)
HANDHOLD
RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
'D GROUT, TYPICAL (SEE NOTE 5)
.. FLAT SLAB TOP
48', 54', 60'.72', 84' OR 96'
O
DRY WELL
48 Inch Diameter
MORTAR (TYP.)
Hole Filled With
PLAN VIEW
11/2 -3" Washed
INTEGRALBASE
Drain Rock
NTS
6"
U
m
NW 1/4, SE 1/4, SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
\ CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00)
HANDHOLD
RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
'D GROUT, TYPICAL (SEE NOTE 5)
.. FLAT SLAB TOP
48', 54', 60'.72', 84' OR 96'
CATCH
BASIN
DIAMETER
WALL
THICKNESS
°
MORTAR (TYP.)
MINIMUM
DISTANCE
BETWEEN
KNOCKWTS
STEPS OR
SEPARATEBASE
INTEGRALBASE
LADDER
4"
6"
36'
8'
0.23
Lo
N a
54"
4.5"
a•
42'
8"
0.19
0.19
60"
1
36'
=1LLET 'v
2
REINFORCING STEEL ITVPJ
0.25
12'
GRAVEL BACKFILL FOF
8'
,
PIPE ZONE BED DING
.
0.24
84"
8"
1 12' 1
72'
12'
0.39
0.29
SEPARATE BASE
INTEGRALBASE
1 12' 1
CAST -IN -PLACE
PRECAST WITH RISER
0.39
'O' RING
GRAVEL BACKFILL FOR
In 6° pertorated pipe laid 11.0-1
8=
L
PIPE ZONE BEDDING
SEPARATE BASE
2" x 2" notches
PRECAST
CATCH BASIN DIMENSIONS
CATCH
BASIN
DIAMETER
WALL
THICKNESS
BASE
THICKNESS
MAXIMUM
KNOCKOUT
SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKWTS
BASE REINFORCING STEEL
Inz/R, IN EACH DIRECTION
SEPARATEBASE
INTEGRALBASE
48"
4"
6"
36'
8'
0.23
0.15
54"
4.5"
a•
42'
8"
0.19
0.19
60"
1
36'
48'
8"
0.25
0.25
72'
8"
8'
60'
12'
0.35
0.24
84"
8"
1 12' 1
72'
12'
0.39
0.29
96^
8"
1 12' 1
84'
12'
0.39
0.29
NOTES
I. No steps are required when height is 4' or less.
2. The bottom of the precast catch basin may be sloped to facilitate cleaning.
3. The rectangular frame and grate must be Installed with the flange down.
The frame may be cast into the adjustment section.
4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide
a 1.5" minimum gap between the knockout wall and the outside of the pipe. After
the pipe is installed, fill the gap with joint mortar in accordance with Standard
Specification 9 -04.3.
6- All grade rings, risers, and castings shall be set in mortar In accordance with
PIPE ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
BASIN
DIAMETER
CONCRETE
ALL
METAL
CPSSP
0
SOLID
WALL
PVC(D
PROFILE
WALL
PVCQ
48'
24'
30"
24'
27'
30"
54"
30'
36'
30'
1.
36"
60"
36"
42'
36'
36'
42"
72'
42'
64'
42"
36'
48'
84'
54'
60'
54"
36"
48'
96•
60'
72"
corrugated Pay. -,an. Storm Sewer Pipe (Std. Spec. 9- 05.20)
Standard Specification 9 -04.3. z (std. spat. 9-05.12(1))
a (Std. Spec. 9- 05.12(2))
PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00
DEPARTMENT
�4sN.f0� MARCH 2008
a
12.02.131
MAJ
SURVEYED: Sis
YLP
w
Y
MAW
DESIGNED:
MOW
GHH
03.21.14
9
YLP
pipe O.D.
MAJ
DRAWN: M L P
tured product. It Is not the Intent of this plan to show the specific
ISOMETRIC VIEW
CHECKED:,
MAJ
BY
DATE
APPR
APPROVED:
MAJ
OPEN CURB FACE
* � +
DEPARTMENT
FRAME AND GRATE
min min
INSTALLATION DETAIL
end cap or plug
ilaxlosecaW
dispersal trench
If
clean out wye from pipe
necessary
notched
grade board
In 6° pertorated pipe laid 11.0-1
2" x 2" notches
type I CB ./Solid cover (locking)
A
A
50
0
■
type I CB
w /cord rover
Influent pipe (max design
flow!0.5 CFS per trench)
clean out". from pip.
.
Ilow
to otMr
brar�Nng CB's
as necessary
PLAN
NTS
Roof Downspout galvanized twits
Mark Center of Hole pipe o.D.
with,"Capped PVC -o / -i 2011 ma
House ayep((pAr min min
or Other means / /r F 2"
Splash Block Topsoil Flush with Surface \\
_
pressure \\\\\ \ \ \
- - - treated rode ° `/ 2•grade
1' min. boeM board notches
flow oCO�Qap�
MIn.4" dla. min 6' pedoraled
Fine Mesh Screen
PVC. j �`� /� / pipe leld flat
Rya
Catch Basin o, -
(Yard Drain) o clean(waahedr
481nchDiameter � Varies o ) "- i }`washedrecx
Sides of Hole Hole Filled with 7 4" x 4'support pos
Lined with o 1Vz -3" Washed
Filter Fabric o Drain Rock o P .E o /j /O / / \\
15' min. Ug°boo`1, bO o-�o Otter tab c
Min. V above Seasonal SECTION A -A
DRY WELL High Groundwater Table NTS
SECTION 15% max for row conlrolfwater quaiity'
treatment In rural areas.
NTS
2009 Surface Water Design Manual - Appendix C
Cal 2 Working Days Before You Dig
811
Utilities Underground Location Center
OD,MT,ND,OR,WA)
C47
A.
1/9/2009
NOTES:
1. This trench shall be constructed so as to prevent point discharge and/or erosion.
2. Trenches may be placed no closer than 50 feet to one another. (100 feet along flowline)
3. Trench and grade board must be level. Align to follow contours of site.
4. Support past spacing as required by soil conditions to ensure grade board remains level.
Oti�Y O,t
PUBLIC WORKS 50 FOOT DISPERSION TRENCH STD. PLAN - 224.00
DEPARTMENT WITH NOTCHED BOARD
rAgNTO'� MARCH 2008
D.R. STRONG
CONSUL 71NG ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
0425,827,3063 F425.827.2423
www.drstrong.com
1 CITY COMMENTS DATED NOVEMBER d. 2013
2 FlNAL REVISIONS
3 CITY COMMENTS
4 CITY COMMENTS
NO. REVISION
3
FRAME AND VANED GRATE
I CLEAN SURFACE AND BOTTOM AREA.
PROVIDE UNIFORM CONTACT.
THE SURFACE AREA OF THE BASE SECTION MUST
BE GROUTED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION.
BASE SECTION
NOTES
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT
BE GROUTED TO FINAL GRATE UNTIL THE FINAL
ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR
SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN
ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS
GIVEN BY THE ENGINEER TO GROUT OR GRATING IN
PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION
7 -05.3.
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 tz
BOND.
PUBLIC WORKS CATCH BASIN INSTALLATION
DEPARTMENT
YLP
12.02.131
MAJ
SURVEYED: Sis
YLP
03.06.14
MAW
DESIGNED:
MOW
GHH
03.21.14
MAJ
YLP
04.03.14
MAJ
DRAWN: M L P
tured product. It Is not the Intent of this plan to show the specific
ISOMETRIC VIEW
CHECKED:,
MAJ
BY
DATE
APPR
APPROVED:
MAJ
SEE NOTE 4
STD. PLAN - 202.00
MARCH 2008
N
HC
SEE NOTI
29" MIN.
TOP VIEW
FRAME DETAIL
CURB OR CURB AND GUTTER
MATCH TOP OF HOOD
TO TOP OF CURB (TVP
HOOD
DETAIL SECTION OA
CATCH BASIN
=7"
(= 0.58') I
JG..RAT1
¢34' (WIDE SIDE)
ATCH BASIN TYPE 1
77II 48• BASIN SIDE)
TCH BASIN TYPE IL
SEE NOTE 1
SECTION AO
NOTES
1. The asymmetry of the Combination Inlet shall be considered when
calculating the offset distance for the catch basin. See SECTION A.
2. The dimensions of the Frame and Hood may vary slightly among dif-
ferent manufacturers. The Frame may have cast features Intended
to support a grate guard. Hood units shall mount outside of the
Frame. The methods for fastening the Safety Bar I Debris Guard Rod
to the Hood may vary. The Hood may Include casting lugs. The top
of the Hood may be cast with a pattern.
3. Attach the Hood to the frame with two 3/4" x 2' hex head bolts, nuts,
and oversize washers. The washers shall have diameters adequate
FRAME
DO NOT INSTALL to assure full bearing across the slots.
SAFETY BAR / DEBRIS GUARD g
201- 24^ VANED GRATE 4. When bolt -down grates are specified In the contract, provide two
FRAME holes In the frame that are vertically aligned With the grate slots.
Tap each hole to accept a 5/8' x -11 NC x 2• alien head cap screw.
Location of bolt -down holes varies among different manufacturers.
See BOLT- DOWN DETAIL
6. Only ductile iron Vaned Grates shall be used.
6. This plan Is Intended to show the installation details of a manufao-
tured product. It Is not the Intent of this plan to show the specific
ISOMETRIC VIEW
details necessary to fabricate the castings shown on this drawing.
p�O,p
STD. PLAN - 203.00
PUBLIC WORKS
OPEN CURB FACE
* � +
DEPARTMENT
FRAME AND GRATE
�FNC
INSTALLATION DETAIL
MARCH 2008
SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991 CITY 0 F
RENTON
ONE INCH f1A rum
AT FULL SCALE \�VI�1 Planning /Building /Public Works Dept.
IF NOT ONE INCH `�fflr
SCALE ACCORDINGLY
D- 311822
RECOMMENDED FOR APPOVAL
BY Date: !N
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
STORM DRAINAGE DETAILS
17040 108TH AVENUE SE
RENTON, WA
AI- INININ
04.03.14
nELDBDOK:
PAGE:
28
n
.� t6J
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it
420
H. P. ELEV — 429.91
L.P. ELEV — 426.60
H. P. STA = 20+54.50
L.P. STA = 21 +37.17
PW STA = 20+60.50
PVl STA = 21+08
PW ELEV = 430.07
PW ELEV = 426.27
A.D. _ —10.00
A.D. — 9.00
K =200
K =8.33
H. P. ELEV = 427.33
H. P. STA = 22 +52.25
PW STA = 22+52.25
P14 ELEV = 427.71
NW 1/4, SE 1/4, SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
L.P. ELEV = 426.67
L.P. STA = 23 +75
PW STA = 23 +75
PW ELEV = 426.48
H. P. ELEV — 428.05
H. P. STA — 25 +51.84
PW STA — 25 +71.85
PW ELEV — 428.45
A.D. _ —300
Im
Z
20+00 20+80 21+60 22 +40 23 +20 24+00 24+80 25 +60 26 +40 27 +20 28 +00
PW STA = 32 +21.11
i PW ELEV = 415.46
A.D. _ —2.67
v — 7 an
28 +00 28 +80 29 +60 30 +40 31 +20 32 +00 32 +80
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,i1AT,ND,OR,WA)
HOLDINGS LLC
D. R. STRONG
CONSUL 77NG ENGINEERS
ED D ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
7 O 425.827.3063 F 425.827.2423
www.drstrong.com
=0
420
.��i•
1 CITY COMMENTS DATED NOVEMBER 6. 2013
2 FINAL REVISIONS
3 CITY COMMENTS
4 CITY COMMENTS
NO.
REVISION
420',
„
O
O
;u
h
H. P. ELEV — 424.05
H. P. STA = 50+82.16
PW STA — 50 +91.45
PW ELEV — 424.74
A.D. _ —4.73
K = 25.36
120.00' VC
R/W
420
70 +00 70 +80 71+20
50 +40 51 +20 52 +00
YLP 12.02. WS
MAJ SURVEYED: SCALE: VERTICAL: NAVD 1988 C
YLP 03.08.14 MAJ DESIGNED: S AS NOTED HORIZONTAL: NAD 1983/1991 :� }� C I T Y O
QHH 03.21.14 MAJ MAJ "u 04.03.14 MAJ ": w RENT 0 N
W ONE INCH
CHECKED: Al FULL SCALE Planning /Building /Public Works Dept.
IF NOT ONE INCH
BY DATE APPR APPROVED SCALE ACCORDINGLY
GRAPHIC SCALE
0 20 40 80
1 INCH = 40 FT.
HORIZONTAL
0 5 10 20
1 INCH = 10 FT.
VERTICAL
D- 311823
RECOMMENDEP FOR APPOVAL
BY L Date: yh // y
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
STORM DRAINAGE PROFILE
17040 108TH AVENUE SE
RENTON, WA
r_ienin.
04.03.14
FIEIDBOOK:
PAGE
28
V �
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all
�N
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N
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NM
Nr'
N�
N�
5
50 +40 51 +20 52 +00
YLP 12.02. WS
MAJ SURVEYED: SCALE: VERTICAL: NAVD 1988 C
YLP 03.08.14 MAJ DESIGNED: S AS NOTED HORIZONTAL: NAD 1983/1991 :� }� C I T Y O
QHH 03.21.14 MAJ MAJ "u 04.03.14 MAJ ": w RENT 0 N
W ONE INCH
CHECKED: Al FULL SCALE Planning /Building /Public Works Dept.
IF NOT ONE INCH
BY DATE APPR APPROVED SCALE ACCORDINGLY
GRAPHIC SCALE
0 20 40 80
1 INCH = 40 FT.
HORIZONTAL
0 5 10 20
1 INCH = 10 FT.
VERTICAL
D- 311823
RECOMMENDEP FOR APPOVAL
BY L Date: yh // y
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
STORM DRAINAGE PROFILE
17040 108TH AVENUE SE
RENTON, WA
r_ienin.
04.03.14
FIEIDBOOK:
PAGE
28
V �
C'1
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420
M
O
O
U
g
ti
h
i
H. P. ELEV = 430.04
H. P. STA = 41+32.94
PW STA = 41+33.02
P ELEV = 430.12
A.D. = -4.04
K = 3.71
15.00' VC u
NW 1A SE 'A SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
f
O'
10
v- cow O hN ��
^N
N�
C�b
-DESIGNED:
�I
►� N
NN
1 d
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01
O
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41 +60
42 +40
43 +20
rzil;Id
420
i 400
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03.00.14
MAJ
-DESIGNED:
�I
v
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420
MAJ
�F d r v
38o
0
CHECKED
BY
DATE
32 LF 12' LOPE O 1.00X
d
i C8 25., TYPE 1
ro
' RIM 410.37
'
r\ o h o rn rn
1E 40&;52
400
, 11 LF 12' QLA a
-
- -- - -- CB 26 - --
- -
96 S70RMRL7FR MA,
cc
RIM 416.00
o
1E IN 40288
1E OUT 401.08
REPLACE EVS77NO SDMH
N
W1 C8 27, TYPE 2 =48
N
RIM 411.14 (MA 7CH FG)
N
12' JE 407.99 (EX SE)
n
18" IE 407.49 (EX N)
N
12' 1E 400.76 (NEW NE)
41 +60
42 +40
43 +20
rzil;Id
420
i 400
d-
N
In �o ^ rn o
co
•�
03.00.14
MAJ
-DESIGNED:
QHH
v
°
YLP
aNs
MAJ
�F d r v
38o
80 +00 80 +80 81 +60 82+40
H. P. ELEV = 430.80
H. P. STA = 16 +78.35
PN STA = 16 +58.06
PV1 ELEV = 431.69
A.D. _ -7.00
K = 16.48 PC
115.38' VC
ti
� �
It
~ %I a N � U
-nili UIU m � $ of
{ kW co En
E
F f ! F
- E70S71NG PROFILE AT k
+ + -
h R OAD CENER UNE
� x
-- -_ .
1 ' LOPE!, f. X P1501
_ -- -- - -
0
=� CB 16
- - - y v> - _ -_ - -_ CB 1501 TYPE 1
RIM 42!
-- '
.... - RIM 428.51
E 425 51
__.
' 230 LF 12" LOPE O 1.17X P9
- r
� s
�1
= a R O PR' LE AT _ - -
56 LF f2" L
C8 9 TYPE 1 NOR714 GUTTER -UNC-- _ - - - ° CB 15 TYPE 2 -4
421.08 BAS= UkW- 2X CROSS SLOPE RIM 429.92
0 13 CS 8 TYPE 1 lE 418.08 : w - " F? EAIS77NO CEN7ERUNE IE 424.2¢
RIM 42a 40 -
t 1 - _ 139 LF f2" LCPE
IE 415.40 - _ - _ . - - 33 .LF 12 LCPE O, 4.39X (P10)
-
g1 RIM 422.52
1 - - 1£419.52 i
-
,
1
I �
E
C8 7 TYPE 2 -48'
RIM 414.98 I
lE 403.27
2�3 LF 12' LCPE'O 9.87X P7 TO VAULT
:
( E i
1
Im
420
■>�fdG
1
Cal 2 Working Days Before You Dig
811
UtFdies Underground Location Center
(ID,WT,ND,OR,WA)
i- •i
11 +20
12 +00 12 +80
PNW
HOLDINGS LLC
D.R. STRONG
D EDS]
CONSUL 77NG ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425. 827.2423
www.drstrong.com
13 +60
14 +40
1 CITY COMMENTS DATED NOVEMBER 6, 2013
2 FINAL REVISIONS
3 CITY COMMENTS
4 CITY COMMENTS
NO. REVISION
15 +20
16 +00
YLP
IZOZ13
,o
SURVEYED M
SE 172ND ST
03.00.14
MAJ
-DESIGNED:
QHH
03.21.14
MAJ
YLP
04.0&141
MAJ
I DRAWN: np
38o
CHECKED
BY
DATE
APPR
APPROVED:
MAJ
v
^
ro
v
^
r\ o h o rn rn
co
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D o
v.
cc
o
N N N N N
N
N
N
N
N
n
n
n
N
N
1
Cal 2 Working Days Before You Dig
811
UtFdies Underground Location Center
(ID,WT,ND,OR,WA)
i- •i
11 +20
12 +00 12 +80
PNW
HOLDINGS LLC
D.R. STRONG
D EDS]
CONSUL 77NG ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425. 827.2423
www.drstrong.com
13 +60
14 +40
1 CITY COMMENTS DATED NOVEMBER 6, 2013
2 FINAL REVISIONS
3 CITY COMMENTS
4 CITY COMMENTS
NO. REVISION
15 +20
16 +00
YLP
IZOZ13
MAJ
SURVEYED M
nP
03.00.14
MAJ
-DESIGNED:
QHH
03.21.14
MAJ
YLP
04.0&141
MAJ
I DRAWN: np
CHECKED
BY
DATE
APPR
APPROVED:
MAJ
16 +80
17+60
380
SCALE:
"/As NOTED HORIZONTAL: 983/1991
.. ,� CITY OF
RENTON
ONE INCH f1�711 � \I
AT FOLL SCALE Planning /Building /Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
a m
420
I
60+00 60+80
GRAPHIC SCALE
0 20 40 80
1 INCH = 40 FT.
HORIZONTAL
0 5 10 20
1 INCH= 10 FT.
VERTICAL
7
D- 311824
RECOMMENDED FOR APPOVAL
BY Date: 411711'1
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
STORM DRAINAGE PROFILE
17040 108TH AVENUE SE
RENTON, WA
AHNININ
04.03.14
FIELDB00K:
PAGE:
V�
n
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A-7
9200'
13.33' 1BOV 402.50 � 1.00°
Q z ® PERIMETER 8'x8' OPENING IN WALL fMIN (TYP.)
z O
LLJ U c
Q cLc 40.50' \ 8" 5X MIN. INLET
of G B \ 24 MAINTENANCE / 59' MIN. RISER (TYP.) 0.5` IN. 0.5 %MIN. O 26.50' (T ) _ _ _ - - _ _ _ _ 59
OUTLET / / 59 MIN. "
Y / IBOV 396.33 1 12 0 VENT.
O I PIPE (TYP.)
0 IBOV 397.33 0 PERIMETER LADDER (TYP.)
12" INLET
m A
0
J
W VAULT DETAIL
LL_ 1 " =2L
FRAME AND 24" ROUND SOLID COVER
MARKED DRAIN" WI774 LOCKING BOLTS (TYP.)
RIM 417.00
-
-
NW 1/4, SE 7/4, SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
5x20* GRATE W/ LADDER & 24" SQUARE
RIM EL= 41700
LOCKABLE HINGED ACCESS HATCH
SEE NOTE 3
-
N
�0 _
of
_
-
6" FOOTING DRAIN
414.00 TOP
OF DETENTION
EL. 403.00 (TYP.) -
12" OUTLET
EL. 403.00
-
-
EL. 398.00 _
EL. 397.33 53
I
26.50'
W.Q. DESIGN T
WS 403 00
5'x20' GRATE W/ LADDER & 24" SQUARE
RIM EL= 417.00
LOCKABLE HINGED ACCESS HATCH
(NON - TRAFFIC BEARING)
-
1.0' AVERAGE
SEDIMENT STORAGE (TYP.)
_ TOP OF VAULT EL. 415.50 (TYP.)
-_.
f
0.50' FREEBOARD
398.00' TOP OF
SEDIMENT STORAGE
FRAME AND 24" ROUND SOLID COVER
MARKED "DRAIN" WITH LOCKING BOLTS (TYR)
RIM 417.00
0.50' FREEBOARD OPENING ' / WALL,
-
TYP. 2 PLACES, SEE PLAN VIEW
-
-
-
-
-
_
W
O
°o
Ni
EL. 403.
0.5' MINIMUM
SEDIMENT STORAGE
(TYP.)
13.33'
FRAME AND 24" ROUND SOLID COVER
MARKED "DRAIN" WITH LOCKING BOLTS (TYP.)
RIM 417.00
414.00' TOP
OF DETENTION
L W Q. DESIGN
WS 403.00
1.0' AVERAGE
SEDIMENT STORAGE (TYP.) IBOV 397.33
SEC noN B -B
DETEN T/ON SUMMARY SHEET
STAGE
-
-
VOLUME
CF
WATER QUALITY STORAGE VOLUME CF
-
DESIGNS:
MAJ
_ REMOVABLE BAFFLE
-
AS-BUILT
-
R V/DED
AS- UlL T
TOTAL
-
40,766
CHECKED:
MAJ
10. 71J
-
1
100 YEAR
-
41,284
41,507
YEAR
41J.90
40,J98
-
-
10 YEAR
412.68
35,874
J6,067
AR
-
1 25,942
-
o
-
_
12" INLET
EL. 401.00 _
-
0.59'
1.0' AVERAGE
SEDIMENT STORAGE (TYP.)
_ TOP OF VAULT EL. 415.50 (TYP.)
-_.
f
0.50' FREEBOARD
398.00' TOP OF
SEDIMENT STORAGE
FRAME AND 24" ROUND SOLID COVER
MARKED "DRAIN" WITH LOCKING BOLTS (TYR)
RIM 417.00
0.50' FREEBOARD OPENING ' / WALL,
-
TYP. 2 PLACES, SEE PLAN VIEW
-
-
-
-
-
_
W
O
°o
Ni
EL. 403.
0.5' MINIMUM
SEDIMENT STORAGE
(TYP.)
13.33'
FRAME AND 24" ROUND SOLID COVER
MARKED "DRAIN" WITH LOCKING BOLTS (TYP.)
RIM 417.00
414.00' TOP
OF DETENTION
L W Q. DESIGN
WS 403.00
1.0' AVERAGE
SEDIMENT STORAGE (TYP.) IBOV 397.33
SEC noN B -B
DETEN T/ON SUMMARY SHEET
STAGE
S GE
LIVE STORAGE
VOLUME
CF
WATER QUALITY STORAGE VOLUME CF
STORM
DESIGNS:
MAJ
REQUIRED
PROVIDED
AS-BUILT
REQUIRED
R V/DED
AS- UlL T
TOTAL
1
40,766
CHECKED:
MAJ
10. 71J
1 12,190
1
100 YEAR
414.14
41,284
41,507
YEAR
41J.90
40,J98
40.613
10 YEAR
412.68
35,874
J6,067
AR
410.00
1 25,942
VA UL T NOTES:
1. ACCESS OPENINGS SHALL BE POS177ONED A MAX. OF 50 FT FROM ANY
LOCA77ON 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.
VERTICAL DA TUM:
NAVD 88 PER KING COUNTY PUBLIC WORKS SURVEY BRANCH (KCPWSB) VER77CAL CONTROL
HORIZONTAL DA TUM:
NAD 83191 PER KING COUNTY PUBLIC WORKS SURVEY BRANCH (KCPWSB) HORIZONTAL CONTROL
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
NO TE:
SEPARATE STRUCTURAL DESIGN PLANS AND CALCULA77ONS FOR THE TWO PROPOSED STORM VAULTS
MUST BE SUBMITTED TO THE BUILDING DEPARTMENT. A SEPARATE BUILDING PERMIT APPLICA77ON WILL
BE REQUIRED FOR THE CONSTRUCTION OF THE VAULTS
A. PN
Y' JOIl
o ASk�4, df
c
°y HOLDINGS LLC
D.R. STRONG
• CONSUL 71NG ENGINEERS
O 4 ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
0 0425.827.3063 F 425.827 2423
www.drstrong. com
1 I CITY COMMENTS DATED NOVEMBER 6, 2013
2 FINAL REVISIONS
3 CITY COMMENTS
4 CITY COMMENTS
NO. REVISION
YLP
12.02.13
MAJ
SURVEYED`+ M
YIP
03.06.14
MAJ
DESIGNS:
MAJ
QM
03.21.14
MAJ
YLP
04.03.14
MAJ
DRAWN: VLP
CHECKED:
MAJ
BY
DATE
APPR
APPROVED
CONTROL ROD (ROD BENT AS REQ'D FOR
VERTICAL ALIGNMENT WITH COVER)
TOP OF DETENTION
EL. = 414.00
12" RISER PIPE
I�
PIPE SUPPORT(S) Il
(SEE NO 7E 4)
12 "_
IE= 403.00 _
SHEAR GATE WITH CONTROL
ROD FOR CLEANOUT /DRAIN
1' SEC77ON OF PIPE
ATTACHED BY GASKE7ED
BAND TO ALLOW REMOVALY
A.
RES7RICTOR PLATE W/ ORIFICE
0 = 0.80" O.C.
'
(SHARP EDGED SHOP DRILLED)
L --
FROP DETAIL
4" ELBOW
IE= 410.50'
ORIFICE 0 =1.65"
11.00'
DETENTION DEPTH
FROP NOTES:
NTS
1. OUTLET CAPACITY 100 -?R PEAK FLOW
2. METAL PARTS. CORROSION RESISTANT. NON- GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO
HAVE ASPHALT 7REA7MENT 1.
J. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE. • OUTLET PIPE TO HAVE SM007H 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'
VERTICAL SPACING)
5. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN.
12" OUTLET
EL. 403.00
SCALE:
VERTICAL: NA VD 1988
AS NOTED HORIZOMAL MAD 1983/1991 CITY OF
RENTON
ONE INCH
AT FULL SCALE Planning /Building /Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
C7
�d
o G1
CD
" <0
h 1
M-1 O
1270 FROP REMOVABLE WATERTIGHT
RISER COUPLING OR FLANGE
I✓
N
PLATE WELDED TO ELBOW
WITH ORIFICE AS SPECIFIED
ELBOW RESTRICTOR DETAIL
D- 371825
N7S
RECOMMEND FOR APPOVAL
BY; �d� Date: IfT
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
WEST VAULT DETAILS
17040 108TH AVENUE SE
RENTON, WA
AI- INININ
04.03.14
FIELDWOK:
PAGE:
00
O
O
w V)
z Z
z O
� CC
U L
O G
U
U
Y
O
ry
IM
I�
LLJ
Lt_
a
s
N
10
:2
N
W
Q
Z
J
4
24" ACCESS
RISER (TYP.)
IBOV 408.
A 5% MIN.
144.00'
LADDER
(TYP.)
VA UL T
6" F0077NG DRAIN
EL. 415.00 (TYP.)
B-7
34. 00'
16.67 -4-
NW 7/4, SE 7/4, SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
18" INLET I
STAGE
12.0 VENT.
PIPE (TYP.)
VOLUME
SEE NOTE 3
-
STORM
-
REQUIRED
-
AS-BUILT
REQUIRED
PROVIDED
-
TOTAL
-
-//""
I
I
OUTLET
I
I
H
8:5x10' OPENING IN WALL 5x10 GRATE W/ LADDER & 24 SQUARE
I
40,291
RIM EL= 427.70
12" OUTLET
1' TYP. LOCKABLE HINGED ACCESS HATCH
2 I
I
SEE NOTE 3
I
IBOV 409.21
ee
I
® PER /METER FINISHED GRADE = 1427.50
°I �I
oI A -
I
18-1 � v
- 0.50' FREEBOARD
I I -
0
5X MIN. ^ (Ty'-) - 8.5 x10' OPENING IN WALL, -
I I
I 6" FOOTING DRAIN - TYP. 2 PLACES, SEE PLAN VIEW
_Z I EL. 415.00 (TYP.) -
�� I � I - W.Q. DESIGN
= WS 415.00
u p i - 18" INLET
' O EL. 412.50
I " -
I I -
8:5x10' OPENING IN WALL
5Z_ f
10' OPENING IN WALL
I
/\ 1.0' AVERAGE
SEDIMENT STORAGE (TYP.)
16.67'
12" INLET SECTION A -A
B
IA UL T EL. 425.00
12" OUTLET W.Q. DESIGN_
EL. 415.00 WS 415.00
l'--20' S x10' GRATE W/ LADDER & 24" SQUARE
RIM EL= 427.97 LOCKABLE HINGED ACCESS HATCH
(NON - TRAFFIC BEARING)
-
-
-
-
-
-
-
-
-
0.5%
f
0.50' FREEBOARD
L
rz
0
to
ad
425.00
8
O
h
423.50' TOP
OF DETENTION
5'x20' GRATE W/ LADDER & 24" SQUARE
RIM EL= 42721
STAGE
LOCKABLE HINGED ACCESS HATCH
VOLUME
SEE NOTE 3
-
STORM
-
REQUIRED
-
AS-BUILT
REQUIRED
PROVIDED
-
TOTAL
-
-
CHECKED:: ,
MAJ
-
DATE
APPR
-
100 YEAR
-
40,291
- I
12" OUTLET
EL. 415.00
-
39,639
41,664
1 YEAR
422.37
-
-
AR
- I
I
EL. 409.50
EL. 408.71
VMUL / Liu ur xv/vau rVR r a -LU LUtlIUllVV
423.50' TOP
OF DETENTION
1
CONTROL ROD (ROD BENT AS REQ D FOR
VER77CAL ALIGNMENT WITH COVER)
U.UU
TOP OF DETENTION FREEBOARD
EL. = 423.50
I'
4" ELBOW 8.5'
12" RISER PIPE 1E= 420.50' DETENTION DEPTH
ORIFICE A =1.60"
PIPE SUPPORT(S)
(SEE NOTE 4)
72„
IE= 415.00
SHEAR GATE WITH CONTROL 712H N
ROD FOR CLEANOUT /DRAIN
5.50'
W. Q. DEPTH
i' SEC77ON OF PIPE I1
ATTACHED BY GASKETED-
BAND TO ALLOW REMOVAL
RESTRICTOR PLATE W/ ORIFICE /
0 = 0.87" 0. C.
(SHARP EDGED SHOP DRILLED)
j. TOP OF SEDIMEN
L -- STOR.= 409.50
FROP DETAIL
NTS
5'x10' GRATE W/ LADDER & 24" SQUARE
RIM EL= 427.71 LOCKABLE HINGED ACCESS HATCH
(NON - TRAFFIC BEARING)
(TYP.)
-
-
-
-
-
-
-
-
-
-
-
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'
VER77CAL SPACING)
5. LOCATE ELBOW RES7RICTOR(S) AS NECESSARY TO
PROVIDE MINIMUM CLEARANCE AS SHOWN.
FRAME AND 24" ROUND SOLID COVER
MARKED 'DRAIN- WITH LOCKING BOLTS (TYP.)
RIM 426.68
5Z MIN.
IBOV 408.71
1.0' AVERAGE
SEDIMENT STORAGE (TYP.)
SEC noN B -B
12 70 FROP
REMOVABLE WATERTIGHT
RISSER ER COUPLING OR FLANGE
DETENTION SUMMARY SHEET
STAGE
STAGE
LIVE STORAGE
VOLUME
CF
WATER QUALITY STORAGE VOLUME CF
STORM
EL.
REQUIRED
PROVIDED
AS-BUILT
REQUIRED
PROVIDED
AS-BUILT
TOTAL
4
41,616
CHECKED:: ,
MAJ
BY
DATE
APPR
-
100 YEAR
42J. 65
40,291
4
R
423.51
39,639
41,664
1 YEAR
422.37
4
AR
420.45
I
Cal 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
HOLDINGS LLC
ED
PLATE WELDED TO ELBOW
WITH ORIFICE AS SPECIFIED
ELBOW RESTRICTOR DETAIL
D.R. STRONG
CONSUL 71NG ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
0425.8273063 F425.8272423
www.drstrong.com
VERTICAL DATUM.
NA V0 88 PER KING COUNTY PUBLIC WORKS SURVEY BRANCH (KCPWSB) VER77CAL CONTROL
HORIZONTAL DA TUM.
NAD 83191 PER KING COUNTY PUBLIC WORKS SURVEY BRANCH (KCPWSB) HORIZONTAL CONTROL
VA UL T NOTES.
1. ACCESS OPENINGS SHALL BE POSITIONED A MAX. OF 50 FT FROM ANY
LOCA77ON W1774/N THE VAULT, AND AT THE INLET AND OUTLET.
2. IBOV = INSIDE BOTTOM OF VAULT ELEVATION.
J. VAULT GRATE TO INCLUDE 2x2' HATCH DESIGNED FOR EASY OPENING.
NTS
1 CITY COMMENTS DATED NOVEMBER 6. 2013
2 FINAL REMSIONS
3 CITY COMMENTS
4 CITY COMMENTS
NO. REVISION
YLP
12.02.13
MAJ
SURVEYED`:
YLP
03.08.14
MAJ
DESIGNED'
OHH
03.21.14
MAJ
YLP
04.03.14
MAJ
DRAWN: YLP
CHECKED:: ,
MAJ
BY
DATE
APPR
APPROVED:
MAI
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
';�Tv
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
VA UL TS.
�- CITY OF
IN RENTON
Planning/Building/Public Works Dept.
12" INLET
EL. 413.00
D- 311816
COMMENDED fOR APPOVAL
BY Date: �y
BY: Date:
BY: Date:
BY: Date:
FIELDBROOK COMMONS
EAST VAULT DETAILS
17040 108TH AVENUE SE
RENTON, WA
�eR
04.03.14
FIELD800K:
PAGE:
C7
�d
oa
-0 1
N
Cx�CNa�
rn 1
�0 WmQ
z
M*Eli
W
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00
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O
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z
O
O C
W L
O
ww•1
i
tip
J
Y
NO
Of
W
J
Ld
I I_
0
a
a
N
N
a0
n
0
N
V1
tai
Q
W
TOP SLp
SEE F
COVER DETAIL
CONTRACTOR TO GROUT TO
FINISHED GRADE
GRADE
RING /RISERS
PLAN VIEW
STANDARD OUTLET RISER
FLOWKIT: 43A
LET
P
J
I.D. MANHOLE
2UCTURE
).D.
NW 7/4, SE 1/4, SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
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 7 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
27"
18"
LOW DROP
RECOMMENDED HYDRAULIC DROP (H)
3.05'
2.3'
1.8'
SPECIFIC FLOW RATE (gpm/sq
2 gpm /ft'
1 gpm/ft'
1 2 gpm /ft'
1 1 gPmtft'
2 geTf
1 1 gPmtft'
CARTRIDGE FLOW RATE (gpm)
22.5
1 11.25
1 15
1 7.5
10
5
U0
FRAME AND COVER
(DIAMETER VARIES)
N.T.S.
SITE SPECIFIC
DATA REQUIREMENTS
STRUCTURED
CB 26
WATER QUALITY FLOW RATE (cfs)
0.046
PEAK FLOW RATE (cfs)
0.759
RETURN PERIOD OF PEAK FLOW (yrs)
100
# OF CARTRIDGES REQUIRED
11
CARTRIDGE FLOW RATE
5
MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS)
ZPG
2 gpm/f 2
2.
PIPE DATA:
I.E.
MATERIAL
DIAMETER
INLET PIPE #1
402.88
LCPE
12'
INLET PIPE #2
10
LLC REPRESENTATIVE. www.contechES.com
'
OUTLET PIPE
401.08
LCPE
12"
RIM ELEVATION 416.00
ANTI - FLOTATION BALLAST
WIDTH
HEIGHT
STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE
NOTES /SPECIAL REQUIREMENTS:
* PER ENGINEER OF RECORD
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12.02.13
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GENERAL NOTES
03.21.14
FLOATABLES
1.
CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
MAJ
BAFFLE
2 gpm/f 2
2.
DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
d
BY
DATE
3.
FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS
11.25
15
7.5
10
LLC REPRESENTATIVE. www.contechES.com
'
OUTLET PIPE
412.50
4.
STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS
DRAWING.
ANTI - FLOTATION BALLAST
WIDTH
5.
STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE
r S /SPECIAL REQUIREMENTS:
ENGINEER OF RECORD
OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO
M306 AND BE CAST WITH THE CONTECH LOGO.
6.
FILTER CARTRIDGES SHALL BE MEDIA - FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL
INLET PIPE
BE 7- INCHES. FILTER MEDIA CONTACT TIME SHALL BEAT LEAST 39 SECONDS.
7.
SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft).
INSTALLATION NOTES
1.
ANY SUB -BASE BACKFILL DEPTH AND /OR ANTI - FLOTATION PROVISIONS ARE SITE - SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
`• _ w. . •
SPECIFIED BY ENGINEER OF RECORD.
_
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a
2.
CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE
FILTER
0 j Z
H
(LIFTING CLUTCHES PROVIDED).
CARTRIDGE
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3.
CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
F
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4.
CONTRACTOR TO PROVIDE INSTALL AND GROUT INLET PIPE(S).
FLOW KIT
J W J
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= I1
5.
CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE
OUTLET SUMP
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w
OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED
IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR.
HDPE OUTLET RISER
=
Z CO
6.
CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION - RELATED EROSION RUNOFF.
SECTION A -A
WEST- 96" 0 STORMFILTER MANHOLE
NTS
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
PN W
HOLDINGS LLC
D. R. STRONG
CONSUL 77NG ENGINEERS
D :L:S: ]] ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425.8272423
www.drstrong.com
1 CITY COMMENTS DATED NOVEMBER 8, 2013
2 FINAL REVISIONS
3 CITY COMMENTS
4 CITY COMMENTS
NO. I REVISION
TOP SLAB ACCESS
SEE FRAME AND
COVER DETAIL
CONTRACTOR TO GROUT TO
FINISHED GRADE
GRADE_
RING /RISERS
YLP
12.02.13
MAJ
suRVEYED
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03.08.14
104.03.14,
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DESIGNED:
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03.21.14
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2.3'
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2 gpm/f 2
1 gpm /ft'
2 gpm/ft'
CHECKED:', - 1
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BY
DATE
APPR
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INLET PIPE --/ `'
PLAN VIEW
STANDARD OUTLET RISER
FLOWKIT: 42A
'x
STORMFILTER
CARTRIDGE
FLOW KIT
OUTLET SUMP
HDPE OUTLET RISER
SECTION A -A
OUTLET
SUMP
I A
OUTLET
_ 72 " I.D. MANHOLE
STRUCTURE
(86 ") O.D.
FLOATABLES
BAFFLE
O
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U
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W
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H
2 -
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 7 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
27"
18'
LOW DROP
RECOMMENDED HYDRAULIC DROP (H)
3.05'
2.3'
1.8'
SPECIFIC FLOW RATE (gpm/sf)
2 gpm/f 2
1 gpm /ft'
2 gpm/ft'
1 gpm'
2 gTf
1 gP�'
CARTRIDGE FLOW RATE (gpm)
22.5
11.25
15
7.5
10
5
FRAME AND COVER
(DIAMETER VARIES)
N.T.S.
SITE SPECIFIC
DATA REQUIREMENTS
STRUCTURED
CB 28
WATER QUALITY FLOW RATE Ids)
0.048
PEAK FLOW RATE Ids)
0.789
RETURN PERIOD OF PEAK FLOW (yrs)
100
# OF CARTRIDGES REQUIRED
7
CARTRIDGE FLOW RATE
7.5
MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS)
ZPG
':� O
h
PIPE DATA
I.E.
I MATERIAL
DIAMETER
INLET PIPE #1
414.80
LCPE
12'
INLET PIPE #2
'
OUTLET PIPE
412.50
LCPE
12'
RIM ELEVATION 427.44
ANTI - FLOTATION BALLAST
WIDTH
HEIGHT
r S /SPECIAL REQUIREMENTS:
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 CONTECH ENGINEERED SOLUTIONS
LLC REPRESENTATIVE. www.contechES.com
4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS
DRAWING.
5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE
OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO
M306 AND BE CAST WITH THE CONTECH LOGO.
6. FILTER CARTRIDGES SHALL BE MEDIA- FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL
BE 7- INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS.
7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft).
INSTALLATION NOTES
1. ANY SUB -BASE BACKFILL DEPTH AND /OR ANTI- FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS S AND SHALL 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 HDPE
OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH 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 CONSTRUCTION - RELATED EROSION RUNOFF.
SCALE: NAVO 1988
HORIZONTAL NAD IM-1 /1991 �)
As NOTED .. ,� CITY OF
REN TON
ONE INCH
AT FULL SCALE w� Planning /Building /Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
D- 371821
RECOMMEND §D FOR APPOVAL
BY" Date: 7 A(
BY: Date:
BY: Date:
BY: Date:
• FIELDBROOK COMMONS
STORMFILTER DETAILS
17040 108TH AVENUE SE
RENTON, WA
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620 7TH AVENUE KIRKLAND, WA 98033
0 425.827.3063 F 425.827.2423
www.drstrong.com
\
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CITY COMMENTS DATED NOVEMBER 6. 2013
FINAL REVISIONS
CITY COMMENTS
CITY COMMENTS
NO. I REVISION
I �
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PROPOSED TYPE 1 MANHOLE
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620 7TH AVENUE KIRKLAND, WA 98033
0 425.827.3063 F 425.827.2423
www.drstrong.com
\
I
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CITY COMMENTS DATED NOVEMBER 6. 2013
FINAL REVISIONS
CITY COMMENTS
CITY COMMENTS
NO. I REVISION
I �
......................................
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04.03.14
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PROPOSED SANITARY SEWER CLEAN —OUT
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d
PROPOSED IRRIGATION METER
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PROPOSED FIRE HYDRANT ASSEMBLY
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PROPOSED TEE WITH BLOCKING
►�
PROPOSED ELBOW WITH BLOCKING
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PROPOSED WATER VALVE
PROPOSED CAP AND BLOWOFF ASSEMBLY
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PROPOSED FIRE DEPARTMENT CONNECTION
PROPOSED 12" STORM LINE OR GREATER
-------- - - - - --
PROPOSED 6" STORM LINE OR LESS
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PROPOSED TYPE 2 MANHOLE
■
PROPOSED TYPE 1 MANHOLE
D
PROPOSED FLOW ARROW
DRYWELL
SCALE:
HORIZONTAL: NADVD 1988997 �)
AS NOTED .,' ,} CITY OF.
RENTON
ONE INCH f��7� 1�
AT FULL SCALE DATUM Works Dept.
IF NOT ONE INCH
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NORTH
GRAPHIC SCALE
0 25 50 100
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1 INCH = 50 FT.
FIELDBROOK COMMONS
COMPOSITE UTILITY PLAN
17040 108TH AVENUE SE
RENTON, WA
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04.03.14
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