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NW 1A SE 1A SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
FIELDBROOK COMMONS
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PROJECT CONTACTS PROJECT DATA
APPLICANT .......... ............................... FIELDBROOK COMMONS, LLC ADDRESS........... ............................... 17040 1087H AVENUE SE
............................... ........................... 9675 SE 367H STREET, SUITE 105
........................... ............................... MERCER ISLAND, WASHINGTON 98040 PARCEL NUMBERS ............................ 2923059022
........................... ............................... (206) 588 -1147
........................... ............................... CONTACT..- JUSTIN LAGERS EXISTING ZONING DESIGNATION......... R -14
........................... ............................... JUS77119FAIMOLDINGS.COY
PROPOSED ZONING DESIGNA 77ON..... R -14
CIVIL ENGINEER /SURVEYOR .............. D.R. STRONG CONSULTING ENGINEERS INC.
.............................. ............................620 77H AVENUE PROPOSED DENSITY .......................... 17.98 DU /NET ACRE
........................... ............................... KIRKLAND, WASHINGTON 98033
........................... ............................... (425) 827 -3063 SEWER AND WATER DISTRICT........... SODS CREEK
... ............................... ........................CONTACT MAHER A. "DI, R.E.
.......................... ............................... MAHER.JOUDIWRSTRONG.COM SCHOOL DI STRI CT .............................. RENTON j403
ARCHI TECT .......... ............................... RIEBE & ASSOCIATES INC. FIRE DI STRI CT..... ............................... CITY OF RENTON FIRE DISTRICT #16
........................... ............................... 1123 MAPLE AVENUE SW, SUITE 270
.......................................................... RENTON, WASHINGTON 98057 TELEPHONE SERVICE ........................ CENTURY LINK
.......................... ............................... (425) 226 -5344
CONTACT.. E. DENNIS RIEBE POWER SOURCE . ............................... PUGET SOUND ENERGY
.......................... ...............................
........................... ............................... EDRIEBEWSN.COM GENERAL NOTES
WETLAND BIOLOGIST .......................... SEWALL WETLAND CONSULTING, INC. AREA OF PROPERTY; 469,024 S.F.
. ............................... .......................... 27641 CONVINGTON WAY SE ,}'2 AREA OF WORK: 323,719 S.F.
........................... ............................... CONVINGTON, WASHINGTON 98042 ALL SOIL TO REMAIN ON SITE
........................... ............................... (253) 859 -0515
.......................... ............................... CONTACT. ED K. SEWALL III TOTAL NEW (DEVELOPED) IMPERVIOUS AREA; 203,000 S.F.
........................... ............................... ESEWALLOSEWALLWCCOM TOTAL EXIST7NG (PRE - DEVELOPED) IMPERVIOUS AREA: 31,520 S.F.
LANDSCAPE ARCHITECT .....................BRADLEY DESIGN CROUP, INC. SOILS NOTE
.......................................................... .M ST. HELENS, SUI7E B AS PER PAGE 5 OF THE GEOTECHN /CAL REPORT, lF GRADING TAKES PLACE
... ............................... ........................TACOMA, WASHINGTON 98402 DURING THE WETTER WINTER OR SPRING MONTHS THE EXPORT OF NA RVE
........................... ............................... (253) 272 -4848 SOILS AND IMPORT OF SUITABLE STRUCTURAL FILL SOILS MAY BE NECESSARY.
........................... ............................... CONTACT..- KA7HLEEN BRADLEY READER
........................... ............................... KATHLEEN014RADTREECOM
SITE PLAN INFORMA77ON
SITE PLAN INFORMATION PER DENNIS RIEBE ASSOCIATES.
S17E VOLUME CALCULA77ONS
CUT VOLUME FILL VOLUME NET VOLUME
(CU. YDS) (CU. YDS) (CU. YDS)
27,442 27,442 0
ALL VOLUMES ARE APPROXIMATE AND REPRESENT EXCAVATION FOR
RESIDENCE AS PROPOSED.
THE V`(lLUMES DO NOT INCLUDE EXPANSION FACTOR OR ANY SOIL TYPE
RESTRICTIONS. THE VOLUMES DO NOT INCLUDE STRUCTURAL EXCAVATION
FOR BUILDINGS
Cd 2 Worl Days Before You Dig
Utidee Undergr 811
Location Center
0D.IAT,ND,CR,WA)
D.R. S7RONG
CONSULTING ENGINEERS
5:01 ENGINEERS PLANNERS SURVEYORS
6207THAVENUE KIRKLAND, WA 98033
0425.8273063 F425.827.2423
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NO.
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SHEET
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NORTH
GRAPHIC SCALE
`5. 100 200
Nomad
1 INCH = 1� 00 FT.
CI OF
28
COVER SHEET
C2 OF
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EXISTING TOPOGRAPHY
C3 OF
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HORIZONTAL CONTROL PLAN, WEST
C4 OF
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HORIZONTAL CONTROL PLAN, CENTRAL
C5 OF
28
HORIZONTAL CONTROL PLAN, EAST
C6 OF
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HORIZONTAL CONTROL PLAN, SOUTH
C7 OF
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CLEARING AND TESC PLAN, WEST
C8 OF
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CLEARING AND TESC PLAN, EAST
C9 OF
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CLEARING AND TESC PLAN, SOUTH
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TESC NOTES
C11 OF
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TESC DETAILS
C12 OF
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GRADING PLAN, WEST
C13 OF
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GRADING PLAN, CENTRAL
C14 OF
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GRADING PLAN, EAST
C15 OF
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GRADING PLAN, SOUTH
C16 OF
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ROAD DETAILS
C17 OF
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ROAD CROSS SECTIONS AND DETAILS
C18 OF
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DRAINAGE CONTROL PLAN, WEST
C19 OF
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DRAINAGE CONTROL PLAN, CENTRAL
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DRAINAGE CONTROL PLAN, EAST
C21 OF
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DRAINAGE CONTROL PLAN, SOU714
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STORM DRAINAGE DETAILS
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STORM DRAINAGE PROFILE
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STORM DRAINAGE PROFILE
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WEST VAULT DETAILS
C26 OF
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EAST VAULT DETAILS
C27 OF
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STORMf/LTER DETAILS
C28 OF
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COMPOSITE UTILITY PLAN
L -0 OF
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OVERALL SITE PLAN
L -1 OF
6
LANDSCAPE PLAN - WEST
L -2 OF
6
LANDSCAPE PLAN - MID
L -3 OF
6
LANDSCAPE PLAN - EAST (WETLAND)
L -4 OF
6
LANDSCAPE PLAN - SOU714 & NOTES
L -5 OF
6
LANDSCAPE SCHEDULE & DETAILS
L -6 OF
6
SITE DETAILS
IR -i OF
5
IRRIGATION PLAN - WEST
IR -2 OF
5
/RR /GA 77ON PLAN - MID
IR -3 OF
5
IRRIGATION PLAN - EAST (WETLAND)
IR -4 OF
5
IRRIGATION PLAN - SOUTH & DETAILS
IR -5 OF
5
IRRIGATION SCHEDULES, NOTES & DETAILS
TR -1 OF
4
TREE INVENTORY (TREE RETENTION) PLAN - WEST
TR -2 OF
4
TREE INVENTORY (TREE RETENTION) PLAN - MID
TR -3 OF
4
TREE INVENTORY (TREE RETENTION) PLAN -
EAST (WETLAND)
TR -4 OF
4
TREE INVENTORY (TREE RETENTION) PLAN -
SOUTH & CALCULATIONS
PH -1 OF
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LANDSCAPE PHASING PER BUILDING PLAN
ILI OF
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ILLUMINATION PLAN
IL2 OF
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ILLUMINATION DETAILS
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ILLUMINATION DETAILS
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REVISION I BY I DATE I APPR
LEGAL DESCRIPTION
THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON,
EXCEPT THAT PORTION THEREOF, LYING WITHIN THE 60 FOOT WIDE RIGHT OF WAY FOR SECONDARY
STATE HIGHWAY NO. 5C (FORMERLY KNOWN AS JOHN F. BENSON ROAD), AS ESTABLISHED BY ORDER
FILED MARCH 19, 1912 UNDER VOLUME 16 OF THE KING COUNTY COMMISSIONER'S RECORDS PAGE 592;
AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED MAY 14, 1999 UNDER
RECORDING Na 9905141847
AND EXCEPT THAT PORTION CONVEYED TO RICHARD R. N /EMI, SYDNEY J. NIEME, DARLENE R.
SJORNSTAD AND THE DARLENE R. BJORNSTAD TRUST BY JUDGMENT RECORDED APRIL 19, 2012 AND
JUNE 8, 2012 UNDER RECORDING NOS. 20120419000630 AND 20120606001092 AND 20120608001093
AND DEED RECORDED MAY 29, 2012 UNDER RECORDING NO. 20120529000485.
TOGETHER WITH THE NORTH QUARTER OF THE WEST HALF OF THE WEST HALF OF THE EAST HALF OF
THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE
5 EAST, W.M., IN KING COUNTY, WASHINGTON.
SURVEYOR'S NOTES
1. ALL TIRE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN 777LE
INSURANCE COMPANY SECOND REPORT SUBDIVISION GUARANTEE ORDER NO 4209 - 1989803 DATED
NOVEMBER 1, 2012. IN PREPARING THIS MAP, D.R. STRONG CONSUL7NG ENGINEERS INC. HAS
CONDUCTED NO INDEPENDENT TIRE SEARCH NOR IS D.R. STRONG CONSUL 77NG ENGINEERS INC. AWARE
OF ANY TIRE ISSUES AFFEC77NG THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP
AND DISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY GUARANTEE. D.R.
S7RONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE COMPANY
REPRESENTATIONS OF THE TIRE'S CONDITION TO PREPARE THIS SURVEY AND THEREFOR D.R. STRONG
CONSULTING ENGINEERS INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT
2. THIS SURVEY REPRESENTS NS/BLE PHYSICAL IMPROVEMENT CONDITIONS BASED ON THE BOUNDARY
AND TOPOGRAPHIC SURVEY PREPARED BY CONCEPT ENGINEERING, INC. PROJECT NO. 31051 AND FIELD
VAR/F/ED BY D.R. STRONG CONSULTING ENGINEERS INC. IN AUGUST, 2012. ALL SURVEY CONTROL
INDICATED AS FOUND' WAS RECOVERED FOR THIS PROJECT IN AUGUST 2012.
3. PROPERTY AREA = 469,024± SQUARE FEET (10.7673± ACRES).
4. ALL DISTANCES ARE IN FEET.
5. THIS IS A FIELD TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STADON
WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING
MONUMENTA770M AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED
IN WAC 332 - 130 -090. ALL MEASURING INSTRUMENTS
AND EQUIPMENT ARE MAINTAINED IN
ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICA DONS.
6. UTILITIES 07HER 771AN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE U77L /T /ES W IH
EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND
UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS
STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT
SHOW. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC
RECORDS D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF
PUBLIC RECORDS.
SJS AS NOTED HOPIEONHi13:N40BE1BBJ% BBI w,
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YLP RENTON
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1AN •* NLL Planning /Building /Public Works Dept.
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NORTH
RE57RICAONS
1. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS RESERVATIONS AND EXCEPTIONS AND
THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR ROAD AS
GRANTED BY DEED RECORDED UNDER RECORDING NUMBER 1336934.
2. THIS SI7E IS SUBJECT TO THE RIGHT TO ENTER TO MAKE REPAIRS, AND THE RIGHT TO CUT
BRUSH AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO UTILITY LINES LOCATED ON THE
ADJOINING PROPERTY AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER
4043987.
J. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN EASEMENT IN FAVOR OF
CASCADE SEWER DISTRICT FOR SEWER MAINS AND APPURTENANCES AS DISCLOSED BY INSTRUMENT
RECORDED UNDER RECORDING NUMBER 7809270194 AND IS SHOWN HEREON.
4. 7HIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN EASEMENT IN FAVOR OF
CASCADE SEWER D1S77?ICT FOR SEWER MAINS AND APPURTENANCES AS DISCLOSED BY INSTRUMENT
RECORDED UNDER RECORDING NUMBER 8003250181 AND IS SHOWN HEREON.
5. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED
AGREEMENT TO DEDICATE ROADWAY' AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING
NUMBER 8103100664.
6. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN EASEMENT IN FAVOR OF KING
COUNTY WATER DISTRICT NO. 58 FOR WATER MAINS AND APPURTENANCES AS DISCLOSED BY
INSTRUMENT RECORDED UNDER RECORDING NUMBER 8210220372 AND IS SHOWN HEREON.
7 THIS SITE IS SUBJECT TO 774E TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTIRED
° DEVELOPER EXTENSION REIMBURSEMENT CONTRACT CASCADE SEWER DISTRICT' AS DISCLOSED
BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8304280626.
8. THIS S17E IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT EN777LED
DEVELOPER EXTENSION REIMBURSEMENT CONTRACT KING COUNTY WATER DISTRICT NO 58" AS
DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8304280645.
9. THIS S 17E IS SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS FOR
ROAD AS GRANTED BY DEED RECORDED UNDER RECORDING NUMBER 9905141847.
10. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT CNI77LED
"SODS CREEK WATER AND SEWER DISTRICT DEVELOPER EXTENSION REIMBURSEMENT
AGREEMENT" AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER
20010323000684.
11. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN 771E DOCUMENT ENTITLED
"LANDSCAPE EASEMENT AGREEMENT" AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING
NUMBER 20120608001094.
BASIS OF BEARINGS
N0142'561E ALONG THE NORTH -SOUTH CENTER OF SECTION LINE, SECTION 29 -23 -5, PER
KCDPWSB CONTROL POINTS 3810 AND 3790
VERTICAL DATUM
NAND 88 PER KCDPWSB
KING COUNTY PUBLIC WORKS SURVEY BRANCH CONTROL
THE CASE AT THE INTERSECTION OF 108TH AVE. SE. AND
QUARTER CORNER OF SECTION 29 -23 -5. ELEVATION = 4
R- 311801
FIELDBROOK COMMONS tx.oa.�a
COVER SHEET
17040 108TH AVENUE SE
RENTON, WA
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