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19100 -116TH AVE SE
RE TON, WASHINGTON 8058
SW1/ 4 OF SW1/ 4, SEC. 33-T23N-R4E, W.M.
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VICINITY MAP
NTS
NOTES=
1. SITE WORK FOR THIS PROJECT SHALL MEET 2007 KING COUNTY ROAD STANDARDS AND 2005
KCSWDM WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS.
2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING
CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING
CONDlllONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY
DRYCO SURVEYING, INC. DATED ,JANUARY 2, 2008. THE CONTRACTOR IS RESPONSIBLE FOR
VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF
CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO
INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF
CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON
THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A
TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR
REVIEW.
NO.
3· CAUTION -NOTICE TO CONTRACTOR
LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. PRIOR TO STARTING
CONSTRUCTION, CALL ONE-CALL (1-800-424-5555) FOR UTILITIES LOCATIONS.
DATE BY REVISION DESCRIPTION JOB NO.
R07160
I
1---f--~~. i ~· .~-=-----
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJ. MNGR:
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ISSUE DATE
10-08-2008
H. H. PHAN
H. H.PHAN
A.T. NGUYEN
-----------
H. H. PHAN
ORIGINAL LEGAL DESCRIPTION
THE WEST 300 FEET OF LOT 7, BLOCK 1, NORTHWESTERN GARDEN TRACTS,
AS PER PLAT RECORDED IN VOLUME 47 OF PLATS, PAGE(S) 74, RECORDS
OF KING COUNTY AUDITOR,
EXCEPT THE NORTH 70 FEET THEREOF.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
CONSULTANTS
CIVIL:
THE CONCEPT GROUP
650 -SOUTH ORCAS STREET, SUITE 214
SEATTLE, WA 98108
(206) 658-0125
CONTACT: HAN PHAN, P.E.
SURVEYOR=
DRYCO SURVEYING, INC.
12714 VALLEY AVENUE EAST
SUMNER. WA 98390
(253) 826-0300
CONTACT: PHIL SARGENT, P.L.S.
BASIS OF BEARING
KING COUNTY SURVEY CONTROL.
VERTICAL DA TUM
KING COUNTY BENCH MARK 5809 (NAVD-88)
ENCASED 4"X4" CONG. MON WITH LEAD & TACK
AT THE INTERSECTION OF SE 192ND ST & 116TH AVE SE
ELEVA 110N=514.98
OWNER INFORMATION
JEFF MEYER
19100 -116TH AVE SE
RENTON, WA 98058
425-890-9798
TAX PARCEL NUMBER
6198400141
EQUIPMENT AND METHODOLOGY
LIECA TOTAL STATION & ALLEGRO DATA COLLECTOR. FIELD TRAVERSE CLOSED ON AND/OR
BALANCED AGAINST OTHER SURVEYS OF RECORD. CONTOURS AND ELEVATIONS ARE A RESULT
OF FIELD MEASUREMENTS.
THE POSITIONAL UNCERTAINTY FOR ANY PHYSICAL POINT ON THIS SURVEY RELATIVE TO ANY
OTHER PHYSICAL POINT ON THIS SURVEY, INCLUDING LEAD-IN COURSES, IS
LESS THAN 0.07 FEET + 50PPM.
SITE BENCHMARKS
CORNER CONCRETE SLAB=519.98 AND SEWER EAST RIM=520.34
L EXPIRES 07 /22/09 f EXPIRES 09/13/09
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
DRAWING INDEX
REFERENCE SHEET NO. DRAWING TITLE
CV
P(-, ..
.:l 1
DR1
FD1
SSD
LEGEND
---?
--------PROPERTY LINE-'
-------EASEMENT
-------ROAD CENTERLINE
---ROW/ADJACENT PROPERTY LINE
~ ~ · -~ -~ BSBL
----W----PROPOSED WATER SERVICE LINE
---.....;S PROPOSED STORM DRAIN
----'S PROPOSED SANITARY SEWER
-0-0-0-0-SILT FENCE
-. . . I <-.·.·-.--... :
c======J
D
~
Land Development and
ASPHALT PAVEMENT
INLET PROTECTION
PROPOSED INFILTRATION TRENCH
PROPOSED CATCH BASIN nPE 1
INFILTRATION TEST (APPROX LOCATION)
Civil Engineering Consultants
650 South Orcas Street, Suite 214
Seattle, WA 98108
T (206) 658-0125 F (206) 658-0127
www.THECONCEPTGRP.com
COVER SHEET
ROADWAY PLAN, PROFILE AND SECTIONS
DRAINAGE PLAN, PROFILE AND DETAILS
FUTURE LOT 1 DEVELOPMENT
LOT CONFIGURATION
SIGHT DISTANCES
<IJ CORNER SET
o PROPERTY CORNER FOUND
THIS SURVEY
\.---,.,. POWER POLE
-<tl GUY ANCHOR
!~ STREET LIGHT
£ POWER METER
[fl POWER TRANSFORMER
[$'J VAULT -UNKNOWN
0 PHONE MANHOLE
kl GAS METER
C:i FIRE HYDRANT
& WATER VALVE
1]:;f WATER METER
~ CATCH BASIN
(s}) STORM MANHOLE
(0 SEWER MANHOLE
r> HANDICAPPED RAMP
MEYER SHORT PLAT
19100 -116TH AVE SE
RENTON, WA 98058
COVER SHEET
------·-------EDGE OF PAVEMENT
-----ss ------SEWER LINE
------so------STORM LINE
-~--c; -------GAS LINE
------·· w -----~-WATER LINE
-----BP-----POWER LINE
---------·-· BT ----PHONE LINE
-x--x -x-----FENCE LINE
-rrrrnrrT7TTrrrnrrrr BUILDING LINE
REFERENCE
SHEET NO.
CV
SHEET
1
OF
5
SHEETS a.......,...___..._.._......., ___________ .......!l _________ ....&.,. ____________ L...,._, _____________________ .L,.. __ , __________________ ....-1.._1!!.§IL.j
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DATUM ELEV !
506.00
10+00
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
10+50
1-----·-i------------+-----
~ ·-____ I ______ E ISTING GROUND t---__ _
----+---
FINISH GR DE (TYP)
11+00 11+50 12+00
PROFILE
12+50
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TO LOT 1
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-----------------
NOTES:
1. SEE SHEET CV FOR LEGEND.
2. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION.
3. SEE SHEET SN1 FOR KING COUNTY STANDARDS CONSTUCTION NOTES.
N 4. SEE SHEET DR1 FOR DRAINAGE PLAN, PROFILE & DETAILS.
5. SEE SHEET UT1 FOR UTILITY PLAN & PROFILE.
/
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PROPERTY LINE PROPERTY LINE
------20.0' TRACT A (JUD)
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4" COMPACTED Di:PTH
CRUSHED SURFACING BASE CO~J'ISE
9.0'
2% -
9.0'
3.0'
FLOWLINE
2" COMPACTED DEP'n-l
HOT MIX ASPHALT CLASS Yz"
SUBGRADE SHALL BE COMPACTED
TO 95% MAX. DENSITY
= CD
Tl1ACT A (JUD) SECTION 8-8
ROW CENTERLINE
116TH AVE SE
I:
14.5'
13.5'
VERTICAL SAWCUT -
---~. ----
EX. CROWN
DOUBLE YELLOW CENTERLINE
21 O'
1.0'
4" COMPACTED DEPTH
HOT MIX ASPHALT CLASS Yz" (TWO 2" LIFTS)
2" COMPACTED DEPT~
CRUSHED SURF ACING TOP COUR~i[
SCALE: NONE
ORIGINAL ROW
30'
9.0'
5.5' 1.0' 1.0'
MIN
FLOWLINE
CRUSHED SURFACING BASE COURSE
SUBGRADE SHALL BE COMPACTED
TO 95% MAX. DENSITY
12.0'
ROW DEDICATION
NEW ROW
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-----t----! >---~------\~ss ---,-____ ·_· -'cr---=--ss l -12.2~.~a-~f-------------
\ 2~').17' V -----V
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TRACT A (JUD)
(1,080 SQ. FT.)
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CB#2-TYPE 1 W/VANED GRATE AND
STA 10+43.50, 6.0' RT
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-SEE UTILITY SHEET
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10+50 11+00 199+00 200+00 201+00
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
DRAINAGE PROFILE (JUD) DRAINAGE PROFILE ALONG 116TH AVE SE
NOTES=
1. SEE SHEET CV FOR LEGEND.
2. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION.
3. SEE SHEET UT1 FOR UTILITY PLAN & PROFILE.
4. KEEP INFILTRATION TRENCH 5' MIN. FROM PROPERTY AND 15' MIN. FROM HOUSE FOUNDATION.
r---
1
6" RIGID SOLID PIPE @ 0.0%
L -~--------------~
INFILTRATION TRENCHES
r --.--------------1
I I
L---~--------------~
PLAN VIEW
NTS
---~-----------...
VARIES -SEE PLANS
ELEVATION VIEW
NTS
10.0' MIN
3.0'
LOT3
ROOF/DRIVEWAY
3.0'
ROOF DRAIN
CB SUMP WITH SOLID LID
5.0' MIN
ROOF DRAIN
z z ::a,
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~ .
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FINE MESH SCREEN
COMPACTED BACKFILL
~* ---~
= <D
[ EXISTING GROUND
WRAP WASHED ROCK WITH FILTER FABRIC
WITH A MINIMUM OVERLAP OF 1.0'
ON TOP OF THE TRENCH
6" RIGID PERFORATED PIPE
(ADS N12)
WASHED ROCK 3/4" -1 1/2"
2c:~TAL GORAPHl~:SCALE210 ~;;L~AL G~;~::~ALE J 2£~~1~TAL GfAPHl~wo bJ~AL G~f PHIC 2SrLE I __ IN_F_I_L_T_R_A_T_I_O_N_T_R_E_N_C_H __ D_E_T_A_IL __ --1G)1
1 inch = 20 ft. 1 inch = 5 ft. 1 inch = 20 ft 1 inch = 5 ft. SCALE: MONE
!~~!!!~~~!!~!!!!!!l..... __ ~;,;~~~=~:-----~:.:...-r.....:.-~~:---,-"'7c~~:-;;--,----:-:::::-'."'"-----....... ~::~---r--·-=-.:...:.::... __ ,-:===-----------...l------r---..... ------------------.2::::'.~----...-----J 6 NO. DATE BY _ j REVISION DESCRIPTION _ ___ JOB NO. ISSUE DATE REFERENCE
SHEET NO. 0 R07160 10-os-2oos
E I I ------_DE_SIG_N~_D B_Y: H. H. PHAN : =f ---+---f-----------------------------,-~-::-~-;-E~-YB_: Y-: --:.· $.·-i£c-~-E_N ___ ,
~ ,-PROJ. MNGR: H. H. PHAN
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+-----+----t-------------~IRES 07/22/09
0 1.........J---.....J--.:..-------·--------------m---------~----.-------------------"--
Land Development and
Civil Engineering Consultants
650 South Orcas Street, Suite 214
Seattle, WA 98108
T (206) 658--0125 F (206) 658·0127
WWW. THECONCEPTGRP.com
MEYER SHORT PLAT
19100 -116TH AVE SE
RENTON) WA 98058
DRAINAGE PLAN AND PROFILE
AND DETAILS
DR1
SHEET
3
OF
5
SHEETS
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190TH LN
SW1/ 4 OF SW1/ 4, SEC. 33-T23N-R4E, W.M.
TRACT A (JUD)
(1,080 SQ. FT.)
(0.02 ACRE)
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----F-
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"' 515 I I r <D ~ r s 0
::'
SE. 196TH ST.
VICINITY MAP
NTS
OWNER INFORMATION
JEFF MEYER
19100 -116TH AVE SE
RENTON, WA 98058
425-890-9798
TAX PARCEL NUMBER
6198400141
VERTICAL DA TUM
KING COUNTY BENCH MARK 5809 (NAVD-88)
ENCASED 4"X4" CONC. MON WITH LEAD & TACK
AT THE INTERSECTION OF SE 192ND ST & 116TH AVE SE
ELEVATION=514.98
CONSULT ANTS
CIVIL= SURVEYOR:
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BOULEVARD
LANE PARK
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THE CONCEPT GROUP
650 -SOUTH ORCAS STREET, SUITE 214
SEATTLE, WA 98108
DRYCO SURVEYING, INC.
12714 VALLEY AVENUE EAST
SUMNER, WA 98390
"'L--------------------------------,
" -c,
(206) 658-0125 (253) 826-0300
CONTACT: HAN PHAN, P.E. CONTACT: PHIL SARGENT, P.L.S.
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LEGEND
---------PROPERTY LINE
------------EASEMENT
---------ROAD CENTERLINE
---RIGHT-OF-WAY/ADJACENT PROPERTY LINE
----·--·--BSBL LINE
[------] ------
D
PROPOSED ASPHALT PAVEMENT
PROPOSED INFILTRATION TRENCH
PROPOSED CATCH BASIN
o PROPERTY CORNER FOUND
THIS SURVEY
't::;,, POWER POLE
--··--<I! GUY ANCHOR
f<· STREET LIGHT
/,c\ POWER METER
GJ POWER TRANSFORMER
C>fJ VAULT -UNKNOWN
<:i-J PHONE MANHOLE
'fD GAS METER
01 FIRE HYDRANT
t', WATER VALVE
Yi WATER METER
!Ii'! CATCH BASIN
@) STORM MANHOLE
(s) SEWER MANHOLE
I) HANDICAPPED RAMP
EDGE OF PAVEMENT
·-------ss----SEWER LINE
---:;D ---· STORM LINE
··---.c; ---------GAS LINE
----w ------WATER LINE
·----------BP--------POWER LINE
--· -· 81 ---· PHONE LINE
.. x--x---X-·-FENCE LINE
'7TfT777T71 ii u II, TTTT' BUILDING LINE
------------400 ---------CONTOUR
----· · · ----';,---DITCHES
~:~~~ DECIDUOUS TREE (NOT SHOWN TO
\.i.,, SCALE) TRUNK DIA. SHOWN IN INCHES
.Zc,'..f~ CONIFER TREE (NOT SHOWN TO
SCALE) TRUNK DIA. SHOWN IN INCHES
1,~";~,1 HOLLY TREE (NOT SHOWN TO
J"::t~ SCALE) TRUNK DIA. SHOWN IN INCHES
LEGAL DESCRIPTION
THE WEST 300 FEET OF LOT 7, BLOCK 1, NORTHWESTERN GARDEN TRACTS,
AS PER PLAT RECORDED IN VOLUME 47 OF PLATS, PAGE(S) 74, RECORDS
OF KING COUNTY AUDITOR,
EXCEPT THE NORTH 70 FEET THEREOF.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
BASIS OF BEARING
KING COUNTY SURVEY CONTROL.
EQUIPMENT AND METHODOLOGY
LIECA TOTAL STATION & ALLEGRO DATA COLLECTOR. FIELD TRAVERSE CLOSED ON AND/OR
BALANCED AGAINST OTHER SURVEYS OF RECORD. CONTOURS AND ELEVATIONS ARE A RESULT
OF FIELD MEASUREMENTS.
THE POSITIONAL UNCERTAINTY FOR ANY PHYSICAL POINT ON THIS SURVEY RELATIVE TO ANY
OTHER PHYSICAL POINT ON THIS SURVEY, INCLUDING LEAD-IN COURSES, IS
LESS THAN 0,07 FEET + 50PPM.
SITE BENCHMARKS
CORNER CONCRETE SLAB=519.98 AND SEWER EAST RIM=520.34
DR1
-------
621.0' FOR 45 MPH DESIGN SPEED
-----4-------------------~
-------------------------~'
~--------
SW1/ 4 OF SW1/ 4, SE:C. 33-T23N-R4E, W.M.
Billll!llllli'I~--z ---------
824. 0' FOR 45 MPH DESIGN SPEED ------------------·
--------
----------------------------------------
'51,j. _____ _
-----LEGEND --•.. ---.
---------PROPERTY LINE
-------EASEMENT
--------ROAD CENTERLINE
-----~
--------RIGHT-OF-WAY/ADJACENT PROPERTY LINE
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PLAN
HORIZONTAL GRAPHIC SCALE
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HORIZONTAL GRAPHIC SCALE VERTICAL GRJ\PHIC SCALE
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IE OUT =p12.29
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FOR POSITIVE DRAINAGE
IF NECESSARY
(1,078 SQ. FL)
(0.02 ACRE)
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LOT 3 ROOF /FOUNDATION
INFILTRATION TRENCH i 2 rtf3'W X 45'L >: 2'0)
------
EX. SHED
TO BE RELOCATED
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1 inch = 20 n.
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LEGEND
---------PROPERTY LINE
-------EASEMENT
--------ROAD CENTERLINE
---RIGHT-OF-WAY/ADJACENT PROPERTY LINE
------BSBL LINE
----5,u-----PROPOSED STORM DRAIN
1.-.---.----------------1 . . ·. ·. ·:. · .... · .. ·. ·. '.
[------] ------
NO. DATE BY
PROPOSED ASPHALT PAVEMENT
CEMENT CONCRETE PAVEMENT
PROPOSED INFILTRATION TRENCH
PROPOSED CATCH BASIN
INFILTRATION TEST (APPROX. LOCATION)
REVISION DESCRIPTION
PROPERTY CORNER FOUND
THIS SURVEY
POWER POLE
,:1 GUY ANCHOR
jf--STREET LIGHT
POWER METER
POWER TRANSFORMER
VAULT -UNKNOWN
PHONE MANHOLE
GAS METER
r; FIRE HYDRANT
,1. WATER VALVE
WATER METER
CATCH BASIN
STORM MANHOLE
SEWER MANHOLE
HANDICAPPED RAMP
JOB NO_ ISSUE DATE
R07160 s-01-2oos
DESIGNED BY: H. H. PHAN
-------11--------------
DRAWN BY: H. H. PHAN
----------.------------
CHECKED BY: A. T. NGUYEN
-----11----------------
PROJ. MNGR: H. H. PHAN
EDGE OF PAVEMENT
SEWER LINE
STORM LINE
GAS LINE
WATER LINE
BF POWER LINE
s PHONE LINE
/ FENCE LINE
',,;,u,u• ,,•n;,u; BUILDING LINE
1cc;,-CONTOUR
----' DITCHES
DECIDUOUS TREE (NOT SHOWN TO
SCALE) TRUNK DIA. SHOWN IN INCHES
CONIFER TREE (NOT SHOWN TO
SCALE) TRUNK DIA. SHOWN IN INCHES
HOLLY TREE (NOT SHOWN TO
SCALE) TRUNK DIA. SHOWN IN INCHES
J<:XPJRES CJ7 /22/09 ]
NOTES=
0 WITH STANDARD GRATE PER KC sm. FIGURE 7-013.
0 PER KC STD. FIGURE 7-001.
LEGAL DESCRIPTION
THE WEST 300 FEET OF LOT 7, BLOCK 1, NORTIHWESTERN GARDEN TRACTS,
AS PER PLAT RECORDED IN VOLUME 47 OF PLATS, PAGE(S) 74, RECORDS
OF KING COUNTY AUDITOR,
EXCEPT THE NORTH 70 FEET THEREOF.
SITUATIE IN TIHE COUNTY OF KING, STATIE OF WASHINGTON.
Land Development and
Civil Engineering Consultants
650 South Orcas Street, Suite 214
Seattle, WA 98108
T (206) 658-0125 F (206) 658-0127
www.THECONCEPTGRP.com
w en
t
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w en SE. 1881H ST.
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SE. 192ND ST.
SE. 1961H ST.
VICINITY MAP
NTS
OWNER INFORMATION
JEFF MEYER
19100 -116TH AVE SE
RENTON, WA 98058
425-890-9798
TAX PARCEL NUMBER
6198400141
VERTICAL DA TUM
KING COUNTY POINT NO. 5809 (NAVD-88).
ELEVATION=514.98
CONSULTANTS
CIVIL:
THE CONCEPT GROUP
650 -SOUTH ORCAS STREET, SUITE 214
SEA TILE, WA 98108
(206) 658-0125
CONTACT: HAN PHAN, P.E.
GENERAL NOTES=
SURVEYOR=
DRYCO SURVEYING, INC.
12714 VALLEY AVENUE EAST
SUMNER, WA 98390
(253) 826-0300
CONTACT: PHIL SARGENT, P.L.S.
1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION.
MEYER SHORT PLAT
19100 -116TH AVE SE
RENTON, WA 98058
SITE PLAN
~1 ~fl~:y [; ~ !~:-\~
K.C. o.o.E.S.
REFERENCE
SHEET NO.
SI
SHEET
1
OF
1
SHEETS
•
..
•
•
•
SHORT PLAT t'-10. ___ _
KING COUNTY, WASHINGTON
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners
of interest in the land hereby short subdivided, hereby declare this
short plat to be the graphic representation of the short subdivision
mode hereby, and do hereby dedicate to the use of the public forever
all streets and avenues not shown as private hereon and dedicate the
use thereof for all public purposes not inconsistent with the use
thereof for public highway purposes, and also the right to make all
necessary slopes for cuts and fills upon the lots shown thereon in the
original reasonable grading of said streets and avenues, and further
dedicate to the use of the public all the easements and tracts shown
on this short plat for all public purposes as indicated thereon, in-
cluding but not limited to porks, open spoce, utilities and drainage
unless such easements or tracts are specifically identified on this
short plot as being dedicated or conveyed to a person or entity other
than the public, in which case we do hereby dedicate such streets,
easements, or tracts to the person or entity identified and for the
purpose stated.
Further, the undersigned owners of the land hereby short
subdivided waive for themselves, their heirs and assigns and any
person or entity deriving title from the undersigned, any and oil
claims for damages against King County, its successors and assigns
which may be occasioned by the establishment, construction, or main-
tenance of roads ond/or drainage systems within this short subdivision
other than claims resulting from inadequate maintenance by King
County.
Further, the undersigned owners of the land hereby short
subdivided agree for themselves, their heirs and assigns to indemnify
and hold King County, its successors and assigns, harmless from any
damage, including any costs of defense, claimed by persons within or
without this short subdivision to have been caused by alterations of
the ground surface, vegetation, drainage, or surface or sub-surface
water flows within this short subdivision or by establishment, con-
struction or maintenance of the roods within this short subdivision.
Provided, this waiver and indemnification shall not be construed os
releasing King County, its successors or assigns, from liability for
damages, including the cost of defense, resulting in whole or in port
from the negligence of King County, its successors, or assigns.
This subdivision, dedication, waiver of claims and agreement to
hold harmless is made with the free consent and in accordance with the
desires of said owners.
IN WITNESS WHEREOF we set our hands and seals.
Jeff Meyer
State of Washington
County of ------------
certify that I know or hove satisfactory evidence that
signed this instrument and acknowledged it to be (his/her) free and
voluntary act for the uses and purposes mentioned in the instrument.
Signature of
Notary Public -----------
Dated -------------
My appointment expires -------
State of Washington
County of ------------
1 certify that I know or have satisfactory evidence that
signed this instrument and acknowledged it to be (his/her) free and
voluntary act for the uses and purposes mentioned in the instrument.
Signature of
Notary Public ----------
Dated -------------
My appointment expires -------
-------·--···-
APPROVALS: DEPAfffMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE
DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES
Examined and approved this ____ day of------------• 200 __ _ Examined and approved this ____ day of ------------• 200 __ _
GRAPHIC SCALE 1"=40'
Manoger, Land Use Services Division Assessor SCALE: -----~
Examined and approved this ____ day of------------• 200 __ 40 120 80
Deputy Assessor PORTION OF
Development Engineer 619840 0141
Account Number ----------------------_SW_ 1/4 of _SW_ 1/4, s._33_ T._23ti R._S_E
~A~ ~JSE
llecerrbef', 1999 J 176th Street
I
SE 1'89th/ Lane
ENCASED
Brassie w/Pulch
Dlicember. 2007
IE1 CCS:
IE1 CCN:
12 FEET TO BE DEDICATED
UPON RECORDING OF THIS
SHORT PLAT (949 SF) (0.02 Acres)
54.00'
NGUYEN, MICHAEi:
,,;' IE12CCS: 516.25 6198400162
l>'-~------· -----~ TJlA~~f s~J.IJl
, '/ _ "-.._/ 0 .02 Acr-es
30' 30· /
w~EDeooc ---..iSE 192nd Street
Decenter, 2007
E BEARING DISTANCE
L1 N02 'iO '55 ''E 20.0i'
L2 N02 '10'55''E 5.00'
L3 N02 "i0'55'E 15.0i'
I
ZONED R-6
\
LEGEND
MONUMENT FOUND THIS SURVEY 8
0 • [[]
FOUND PROPERTY CORNER AS INDICATED
SET REBAR & CAP LS# 34145
& a.
POWER TRANSFORMER
ELECTRIC METER
POWER POLE
d FIRE HYDRANT
M WATER VALVE
'ls;iJ' WA TEA METER
G) MANHOLE -SEWER
11/l CATCH BASIN OR INLET
@' GAS METER
&. GAS VALVE OR GAS LINE MARKER
--P-OVER HEAD ELECTRIC LINES
~--EDGE OF PAVEMENT
EQUIPMENT &: METHODOLOGY APPLICANT /CIVIL ENGINEER
LIECA TOTAL STATION & ALLEGRO DATA
COLLECTOR.
FIELD TRAVERSE CLOSED ON AND/OR BALANCED
AGAINST OTHER SURVEYS OF RECORD.
CONTOURS AND ELEVATIONS ARE A RESULT OF FIELD
MEASUREMENTS.
THE POSITIONAL UNCERTAINTY FOR ANY PHYSICAL
POINT ON THIS SURVEY RELATIVE TO ANY OTHER
PHYSICAL POINT ON THIS SURVEY, INCLUDING
LEAD-IN COURSES, IS LESS THAN 0.07 FEET + 50PPM.
Vicinity Map
N.T.S.
~
~ II.I ~ ~ j ~ 1 I .... i ....
I .....
Site
SE 192nd St
Han Phan, PE
650 s. areas st
Suite #214
Seattle, WA 98108
206-658-0125
SE 184th St
SE 188th St
II.I ~
-" ---" -· --·-· ·-.i::; '<I'
12 · Sewer & Water
Easement per Plat
of Jessie Glen
20070522001394
SE 196th St ~
BASIS OF BEARING
KING COUNTY SURVEY CONTROL
VERTICAL DATUM
KING COUNTY BM 5809 ELEV=514.98
ENCASED 4x4" Cone Mon with Lead & Tack
at the intersection of SE 192nd &
116th Ave SE
DIV. 4, VOLUME 47 OF PLATS, PAGE 74
EXCEPT THE NORTH 70 FEET THEREOF.
-X-CHAIN LINK OR WIRE FENCE \\n @3;'~E IN THE COUNTY OF KING, STATE OF WASHINGTON.
-G-GASLINE ff" "e i ~ \G,
-W-WATERLINE \Ql ~ \'d,J \S·
w
(')
<( o._ -: ~I= ~d1~6!N~RSY SEWER \01 ()C,\ ? G 1~~'o M E y ER s HO RT p LAT '-.....
_J
0 > o.Q.'c.·@.RIGINAL Area: ~3,652 SF (0.54 Acres)
5-........................ _.... .................................... ......,....,,_,,.._...,..........,.......,......,._ .................................................................................... .......,.....,._.......,........, .................... _"'T»~~~~~~~~---------------""""'l'~.......,......., ............ "'T~ r··
\:.j RECORDER'S CERTIFICATE
FILED FOR RECORD THIS ......... DAY OF ......... , 20 AT ... M
IN BOOK .......... OF ........ AT PAGE ......... AT THE REQUEST OF
G. PHIL SARGENT
KING COUNTY RECORDS & LICENSING SERVICES DIVISION
........... DiREci'oR· ......
LAND SURVEYOR'S CERTIFICATE
This Short Plat correctly represents a survey
made by me or under my direction in
conformance with the requirements of the
appropriate State and County Statute and
Ordinance :.:; .. ·n 200 ......
~~1f.J.:.Jo:~.-o.s
Certificate No. 34145
DRYCO
Surveying, Inc.
12714 VALLEY AVENUE EAST
SUMNER, WA 98390
253-826-0300 Fax 253-826-9703
OWN. BY
Is
CHKD. BY hp
Jeff Meyer
19100 116th Ave SE
Renton, WA 98058
DATE
10/9/2008
SCALE
1" =20'
JOB NO.
2007205_r2
SHEET
1 OF 1