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10 SITE
FOUND MONUMENT
CALCULATED N8812'17"W
2644.82'
3 2
IN CASE 4X4 CONC
W/1.5"BRASS DISK
MONUMENT 1.21' 661,20
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1322.41'
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661.78' 661.78'
N88'16'10"W
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N88 6'10"W
1323.55'
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FOUND MONUMENT
S88'20'03"E 2611.40' 1324 70'
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IN CASE 4X4 CONC
1324.70'
11
W/1.5"BRASS DISK
N88'20'02"W
RENTON+
1324.70'
W/PUNCH, 1.5'DN
NO.1907
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1 CALCULATED
MONUMENT
15
SUBDIVISION DIAGRAM
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
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45232
NISI
I ONAL ;
ICE 1 /4 OF SECTION 10, TOWNSHIP 23N, RANGE 5E, W.M.
BROOKEFIELD NORTH
LEGAL DESCRIPTION:
PARCEL A:
THE SOUTH 150 FEET OF THE NORTH 165 FEET OF THE SOUTH HALF OF THE NORTHEAST
QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON.
EXCEPT THE SOUTH 65 FEET OF THE WEST 150 FEET;
AND EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY ROAD
DEED RECORDED UNDE`� RECORDING NO. 3263478.
PARCEL B:
THE SOUTH 65 FEET OF THE NORTH 165 FEET OF THE WEST 150 FEET OF THE SOUTH HALF
OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF
SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR 142ND AVENU':
SOUTHEAST BY DEED RECORDED UNDER RECORDING NO. 3263478.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
SURVEYOR'S NOTES
1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN
TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE ORDER NO.4203-1698746
DATED MARCH 21, 2011, IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC.
HAS CONDUCTED NO INDEPEL )FNT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS
INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE
SHOWN ON THE MAP AND DISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE
COMPANY COMMITMENT. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON
FIRST AMERICAN TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE
THIS SURVEY AND THEREFOR D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAP'S
ACCURACY AN-) COMPLETENESS TO THAT EXTENT.
2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS BASED ON THE
TOPOGRAPHIC SURVEY PREPARED BY BAIMA AND HOLMBERG INC. PROJECT NO. 933-024 AND
FIELD VARIFIED BY D.R. STRONG CONSULTING ENGINEERS INC. IN AUGUST, 2011. ALL SURVEY
CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST 2011.
3. PROPERTY AREA = 94,706t SQUARE FEET (2.1742t 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 MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR
EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND
EQUIPMENT ARE MAINTAINED I^I ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH
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 SHOWN. 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.
7. THE BOUNDARY SHOWN HEREON IS BASED ON THE RECORDS OF SURVEY BY TRIAD
ASSOCIATES, RECORDED UNDER RECORDING NUMBERS 8307119001 AND 8408249030, (REF. NO.
2 AND 3).
REFERENCES:
SHEET INDEX:
1. THE PLAT OF BROOKEFIELD II RECORDED
IN VOLUME 224 OF PLATS, PAGES 80 THROUGH 83,
C1
of 11 COVER SHEET AND HORIZONTAL AND VERTICAL CONTROL PLAN
UNDER KING COUNTY RECORDING NUMBER 20041105000381.
C2
of 11 EX. TOPOGRAPHY WITH PROPOSED ROAD
C3
of 11 CLEARING, GRADING & T.E.S.C. PLAN
C4
of 11 ROAD & GRADING PLAN
VERTICAL DATUM:
C5
of 11 T.E.S.C. & GRADING NOTES & DETAILS
C6
of 11 ROAD SECTIONS AND DETAILS
NAVD 88 PER CITY OF RENTON VERTICAL CONTROL
C7
of 11 STORM DRAINAGE PLAN
C8
of 11 STORM DRAINAGE PROFILES
BENCHMARK:
C9
of 11 STORM DRAINAGE NOTES & DETAILS
C10
of 11 DETENTION VAULT DETAILS
CITY OF RENTON POINT NO.1907, CHISELED SQUARE IN SE CORNER CONCRETE MAILBOX BASE,
C11
of 11 SANITARY SEWER PLAN
WEST SIDE 142ND AVE SE, OPPOSITE
HOUSE NO. 12014 ELEVATION = 472.66 FEET.
KING COUNTY WATER DISTRICT NO. 90
W1
of 1 WATER PLAN/COVER SHEET
PROJECT DATA:
SYMBOL LEGEND:
TOTAL AREA:
2.17 AC.
PROPOSED NUMBER OF LOTS
15
SURVEY MONUMENT FOUND AS NOTED
SURVEY MARKER FOUND AS NOTED
ZONING
R-8
MAILBOX
LAND IN SENSITIVE AREAS
0 S.F. (0.00 AC.)
UTILITY POLE
LAND IN STREETS
15,686 S.F. (0.36 ACRES)
STREET LIGHT
DENSITY PROPOSED / PERMITTED
7.4 D.U./AC. / 8 D.U./AC.
LIGHT POLE
TRACT "A"
RETENTION/DETENTION TRACT
CATCH BASIN
PROJECT CONTACTS:
SEWER MANHOLE N
TELE RISER
APPLICANT/OWNER ............................
PNW HOLDI„GS LLC
..........................................................9725
SE 36TH STREET, SUITE 214
SIGN
..........................................................
MERCER ISLAND, WASHINGTON 98040
WATER METER
..........................................................
(206) 588-1147
..............................................
CONTACT: JUSTIN LAGERS
WATER VALVE
..........................................................
JUSTIN.PNWHOLDINGSOGMAIL.COM
WATER BLOW OFF
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CIVIL ENGINEER/SURVEYOR............... D.R. STRONG CONSULTING ENGINEERS, INC. FIRE HYDRANT 0 15APH13 ,SCALE 60,
..........................................................10604 NE 38TH PLACE, SUITE 101 DECIDOUS TREE AS NOTED
.......................................................... KIRKLAND, WASHINGTON 98033 1 INCH = 30 FT.
............................ I............................. (425) 827-3063 CEDAR TREE
.......................................................... CONTACT: MAHER A. JOUDI, P.E. FIR TREE BASIS OF BEARINGS:
.......................................................... MAHER.JOUDI@DRSTRONG.COM ALDER TREE N00'07'20"E ALONG THE CENTERLINE OF
HOQUTAM AVENUE N. PER REF. 1
TOPOGRAPHIC SURVEY NOTE COTTONWOOD TREE
TOPOGRAPHIC SURVEY PER BAIMA & HOLMBERG, INC. SURVEY DATED 11.19.2004, AND OFFSITE TYPICAL BUILDING SETBACKS
AREAS UPDATED BY D.R. STRONG IN AUGUST OF 2011
UNLESS OTHERWISE NOTED, BUILDING SETBACKS ARE AS FOLLOWS:
FRONT YARD SETBACK: 15 FEET
GARAGE SETBACK: 20 FEET
SIDE YARD SETBACK: 5 FEET UNPLATTED
STREET SIDE YARD SETBACK: 15 FEET
REAR SETBACK: 20 FEET
D.R. STRUNG 1 CITY COMMENTS DATED OCT. 6, 2011
CONSULTING ENGINEERS 2 BAYRLTER REVISION
I
10604 NE 38th PLACE, SUITE 101 3 CITY COMMENTS DATED NOV. 15, 2011, MYLAR
KIRKLAND, WA 98033
425.827,3063 OFFICE
800.962.1402 TOLL FREE
425.827.2423 FAX
N0. REVISION
MAJ
10.1F.11
LRJ
SURVEYED:
Sis
MAJ
11.t: 11
LRJ
DESIGNED:
MAJ
01.04.12
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DRAWN:
CWA
CHECKED,
By
DATE
APPR
APPROVED
SCALE:
AS (VOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCOi'OINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
- CITY OF
RENTON
Planning/Building/Public Works Dept.
VICINITY MAP
1 "=1,500'
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14
CHECKED FOR COMPUANCE
TO CITY STANDARDS
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DATE:
BROOKEFIELD NORTH 09-06-1 1
FIELDBOOK:
COVER SHEET AND HORIZONTAL & VERTICAL CONTROL PLAN PAGE:
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