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@ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.
These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group Land
Development Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.
These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmental
agencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.
A PORTION OF THE NW 1 /4 OF THE NE 1 /4 OF SECTION 08,
TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON
EXISTING CONDITIONS
EXISTING STORMDRAIN CATCHBASIN
EDGE ASPHALT ROAD
LINCOLN PL NE
(PRIVATE ROAD)
EXISTING STORMDRAIN CATCHBASIN
TYPE I
EXISTING SANITARY SEWER
TYPE I
RIM= 239.27
MANHOLE -WITH EXTERIOR DROP
RIM= 248.73
IE=237.62 4" CPP (N)
RIM= 245.06
IE=246.54 4" CPP (N)
IE= 237.52 12" DI (E)
IE=238.62 8" CONC. (E)-UPPER
PORTION OF DROP
IE= 246.13 12" DI (E)
IE= 237.43 12" DI (SW)
1 1
IE=229.86 8" CONC. (E)-LOWER
PORTION OF DROP
IE=229.76 8" CONC. (W)
LADDER= (S)
IE= 245.78 12" DI (W)
ASPHALT DRIVEWAY
-APPBOA H - -
GUARD RAIL 1
EXISTING STORMDRAIN OUTLET /
\ \ \ _
\\E \233.16 12" DI (NE)/ � , SD
\ \ \ \ \ \ \ \ \\ \ NE 12TH ST EXISTING SPLASH PADS \ W" WW�
(PUBLIC RIGHT OF WAY) i ` /
SO S SS S SS SS
\ 1 \ \ I 1 \
SD SD �1
W N W W W
n SS ��� S
EXISTING SANITARY SEWER \ 1 c \ _ASPHALT WEDGE \
I ( l MANHOLE 1 / \�'�o\ \ CONC. PAD CURB
1 l \ RIM= 238.72 4a \ J \ MOUNTED MAILBOX \
\ \ \ \ \ \ \ \ \ \ IE=229.39 (CENTER CHANNEL) 8" CONC. (E,W)-
1 \ \ \
1 \ \ LADDER= (S) l OHU \
OHU HU ` OHU OHU OHU \ OHIJ �O U iU\- 0 U OHU 0 OHU OHU OHU OHU OHU
v CHU
O�U ASPHALT WEDGE CURB \ \
N
0 t0 20 40
( IN FEET )
1 inch = 20 ft.
EXISTING STORMDRAIN CATCHBASIN-
EX. 6" CAST IRON WATER MAIN TYPE I WITH SOLID LID
ASPHALT DRIVEWAY RIM= 257.02
APPROACH IE=254.37 12" DI (N)
IE= 254.65 8" DI (S)
IE= 254.22 12" DI (W)
\ ASPHALT WEDGE CURB -- I
W h� W W �� W -
SS�ASPHALT WEDGE CURB SS \ SS
I
TOP
- 248
\2
�6
\ OHU OHU
OHU OHU-
OHU\� \ \ \ SITE BENCHMARK I \ mac\ \ \ I
ELMAGNEETIC NAIL AND ANDN WASHER
r'TOP OF I \ \
EXISTING SLOPE
\ \\ \ \ \ \ \\ \\ EXISTING SANITARY SEWER a \ \ \ \
l \ M o
2 \ � �� STUB BOARD \ � \ � \
\ \ \ \ l \ \ \ \ O TUP OF BOARD=
2 242.60'
\ \ \ \
212\T
\ \ \ 14" MAPLE"\ i\ \ \ 20 \ \\ \� \\_� �\ �°
w MAPLE \ \ \ \ \ \ \ �2oQ 206 \
_202� � \ � \ \ \\ \ \ \\ \�\ � \ / / �Q� EXISTING 6'
\ \ \ \ CHAINLINK FENCE
\ 19' FIR 258 X , \
\ � \ \ � \ \ 19' DRIPLIN�- \ \
198
96 _
12" MAPLE
W �6 �cQ LSD /S2 52. S \ S 76 > > >
i \ w cP c9 O rn cp\ rn w o cP \
A 24" FIR
14" MAPLE \ \ \ \ \ \ \ \ \ \ \ c' O 28' DRIPLINE \ \ \ i \ 36" CEDAR \ 3d 20' DRIPLINE I \ \ 14" MAPLE
14\ \
\ \ \ \ \ 14" MAPLE \ \ \ " MAPLE � \ \ \ \ � � \ � 3MAPLE \ \ \ \\ \\ \\ TOP
1
\ 14" 0" MAPLE \ \ \
EXISTING 0\� \ \ \ \ \ \ \ KEYSTONE RETAINING NG NG EWALL \ IGHT\ EXISTING 6" W09D
~ \ \ ,
~ END 1.0' NORTHERLY 1 FENCE ANGLE POINT/ EXISTING 6 WOOD
CALCULATED \ L \ OF CALCULATED DEED- �- 1.0' NORTHERLY L FENCE
SOUTH LINE OF THE NORTH 100 FEET LINE OF CALCULATED DEED ,
i i
OF TRACT 27 LINE i,jiiji! i!ii,- TREE DRIPLINE
OF HARRIES GARDEN HOME TRACTS �. / i i
11
Abbey Road Group
Land Development
Services Company, LLC
2102 E MAIN AVE, SUITE 109
PUYALLUP, WA 98372
P.O. Box 1224, Puyallup, WA 98371
(253) 435-3699, Fax (253) 446-3159
05/27/2021
HORIZONTAL DATUM:
NAD 83/91, NORTH ZONE, AS DEFINED BY THE CITY OF RENTON PUBLISHED
HORIZONTAL CONTROL NETWORK. ALL DISTANCES SHOWN HEREON ARE GROUND
UNIT OF MEASUREMENT IS U.S. SURVEY FOOT.
BASIS OF BEARINGS:
HELD CALCULATED GRID BEARING OF SOUTH 89° 33' 29" EAST ALONG
NORTH 12TH STREET BETWEEN CITY OF RENTON MONUMENT #71 AND CITY OF
RENTON MONUMENT #57, RESPECTIVELY.
VERTICAL DATUM:
NAVD 88 (AS PER CITY OF RENTON)
PROJECT BENCHMARK
CITY OF RENTON BENCHMARK #57
PUBLISHED ELEVATION: 326.50 FEET
DESCRIPTION:
ENCASED 3 BRASS DISK W/PUNCH AT THE CENTERLINE INTERSECTION OF
NORTHEAST 12TH STREET AND EDMONDS AVENUE NORHTEAST.
SITE BENCHMARK:
ELEVATION: 239.10 FEET
DESCRIPTION:
MAGNETIC NAIL AND WASHER IN ASPHALT WEDGE CURB LOCATED IN THE
WESTERLY END OF NORTH 12TH STREET, BEING A 1/2 SAC TURNAROUND
SITUATED IN FRONT OF SITE.
METHODOLOGY:
THIS SURVEY WAS PERFORMED VIA CONVENTIONAL AND RADIAL TRAVERSE
METHODS WITH A TOPCON PS103A 3" SECOND TOTAL STATION AND MEET OR
EXCEED ACCURACY REQUIREMENTS CONTAINED IN WAC 332.130.090
REFERENCES:
1. WFG NATIONAL TITLE COMPANY
ALTA COMMITMENT FOR TITLE INSURANCE,
COMMITMENT ORDER NUMBER 18-148410
DATED JANUARY 26, 2018 AT 8:00 A.M.
!% !j / (TYPICAL)
r/
EXISTING
HOUSE
SURVEYORS NOTE:
1. DATE OF SURVEY: DECEMBER, 2019
2. FULL RELIANCE WAS PLACED UPON SUPPLIED TITLE REPORT. THERE MAY
EXIST EASEMENTS OR MATTERS OF TITLE NOT PLOTTED HEREON.
3. THE REASON FOR THIS SURVEY IS FOR FUTURE CONTEMPLATED PLANNING
AND DEVELOPMENT OF THE SUBJECT PARCEL.
4. THE INTERIOR LOTS SHOWN HEREON ARE TO BE CONSIDERED CONCEPTUAL
AND ARE SUBJECT TO CHANGE.
5. IN ACCORDANCE WITH REVISED CODE OF WASHINGTON (R.C.W.) 58.09 AND
THE WASHINGTON ADMINISTRATIVE CODE (W.A.C.) 332-130, THIS SURVEY MAY
DEPICT OCCUPATIONAL INDICATORS THAT DIFFER FROM THE DEEDED LOT
LINES (SUCH AS FENCES, ETC.). THESE INDICATORS, IF AT ALL PRESENT,
MAY REPRESENT A POTENTIAL FOR CLAIMS OF UNWRITTEN TITLE. THIS
SURVEY DOES NOT PURPORT TO RESOLVE SUCH MATTERS.
6. UTILITIES AS SHOWN HEREON ARE BASED ON FIELD SURVEY OBSERVATION OF
UTILITY LOCATE SERVICES PERFORMED BY UNKNOWN LOCATING SERVICES,
LLC., AND FIELD OBSERVED BY ABBEY ROAD GROUP, LLC ON DECEMBER 06,
2019. THE SURVEYOR DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES
SHOWN ARE IN THE EXACT LOCATION INDICATED. THE SURVEYOR DOES
CERTIFY THAT THEY ARE SHOWN AS ACCURATELY AS POSSIBLE FROM FIELD
SURVEY AND PAINTED UTILITY LOCATE LINES. COLLECTION AND DEPICTION OF
EXISTING SUBSURFACE UTILITY DATA IS CONSISTENT WITH QUALITY LEVEL (C)
OF THE ASCE STANDARD GUIDELINES 38-02.
7. THE CONTOUR INTERVAL SHOWN HEREON IS 2 FOOT INTERVAL AND WAS
COMPUTER GENERATED FROM DIRECT FIELD OBSERVATIONS AND
SUPPLEMENTED WEST OF THE DEPICTED TOP OF BANK WITH 2O16 WESTERN
KING COUNTY, DELIVERY 1, LIDAR DATA AS HELD BY THE PUGET SOUND
LIDAR CONSORTIUM, REFERENCE TILE g47122E2325. ABBEY ROAD GROUP
DOES NOT CERTIFY SAID LIDAR DATA AND IS SHOWN AS REFERENCE ONLY.
8. THE LIMITS AND AREA AGREED UPON BY ABBEY ROAD GROUP AND THE
CLIENT WERE LIMITED TO THE PORTION LYING EASTERLY OF THE EXISTING TOP
OF BANK OF THE SUBJECT PARCEL.
9. THE SCOPE OF UTILITIES TO BE DEPICTED FROM CLIENT REQUEST WAS
LIMITED TO FIELD SURVEY. SOME SUPPLEMENTAL RECORD POSITIONS HAVE
BEEN ADDED FOR CLARIFICATION, BUT AN EXHAUSTIVE RESEARCH ON SAID
UTILITIES WERE NOT PERFORMED THIS SURVEY.
10. THE INTERIOR LOTS AS SHOWN HEREON ARE CONCEPTUAL AND SUBJECT TO
CHANGE.
11. THIS SURVEY AND SURVEYORS CERTIFICATION DOES NOT EXTEND TO OTHER
UNNAMED ENTITIES OTHER THAN WHICH IS CALLED IN THE SURVEYORS
CERTIFICATE.
CITY OF RENTON REDLINES 3.18.21
HJ
4/16/2021
GH
SURVEYED:
L. WALKER
SCALE:
1 = 20'
CITY OF RENTON REDLINES 5.24.21
HJ
5/27/2021
GH
DESIGNED:
J. BROWN
CITY OF RENTON REDLINES 7.21.21
HJ
7/27/2021
GH
DRAWN:
H. JASTRZEMBSKI
oNE INCH
CHECKED:
J. BROWN
AT FULL SCALE
IF NOT ONE INCH
N 0.
REVISION
BY I
DATE
AP P R
SCALE ACCORDINGLY
APPROVED:
G.HULSMANN
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
0 \
SS
DRIVEWAY AP\ ACH
CURB CUT
THE CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL EXISTING UTILITIES PRIOR TO ANY
CONSTRUCTION. AGENCIES INVOLVED SHALL BE
NOTIFIED WITHIN A REASONABLE TIME PRIOR TO
THE START OF CONSTRUCTION.
CALL BEFORE YOU DIG (811)
WWW.WASH I NGTON811.COM
CURB AND EXISTING SANITARY SEWER
GUTTER WITH CONC. MANHOLE
WALK RIM= 255.91
IE=245.95 8" CONC. (E,W)
IE=245.97 8" CONC. (NW)
LADDER= (S)
T
N
U
1
(OHU OHU
OHU \
-EXISTING 6" CONC.
RETAINING WALL
\
WITH VARYING HEIGHT WOOD
Z
0
FENCE.
CORNER OF WALL IS 0.58'
W
EASTERLY OF CALCULATED
>
O
DEED CORNER
Q
O
27.0'
C)
FND 1/2" REBAR AND
W
C)
t
1� CAP STAMPED
O
GTC LS 30444" AT
J
W
N
CALCULATED DEED CORNER
\
E�
Q
VISITED 12/06/19
O
\
I
EXISTING 6" CONC.
RETAINING WALL
WITH VARYING HEIGHT WOOD
J FENCE.
CALCULATED
WEST LINE OF THE EAST 27 FEET
OF TRACT 27
OF HARRIES GARDEN HOME TRACTS
/ EXISTING 6" CONC.
RETAINING WALL
WITH VARYING HEIGHT WOOD
FENCE.
END OF WALL IS 0.1' N BY
0.1' W OF CALCULATED
DEED CORNER
FIND 1/2" REBAR AND
ILLEGIBLE CAP
0.15'W BY0.43' WOF
CALCULATED DEED CONRER
VISITED 12/06/19
® C TY OF
RENTON
Planning/Building/Public Works Dept,
R-417203
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MEI LIN VIEW
1833 NE 12TH ST
RENTON, WA 98056
EXISTING CONDITIONS
DATE:
11 /24/2021
FIELDBOOK:
PAC E:
3 19
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