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LEGEND
POWER VAULT
5�
SURVEY MONUMENT (AS NOTED)
LUMINAIRE (LUM.)
LOT LIGHT
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SECTION CORNER (AS NOTED)
0
POWER METER
-0-
POWER POLE (PP)
ASPHALT
®
JUNCTION BOX (AS NOTED)
O
TELEPHONE MANHOLE
❑
CATCH BASIN (CB)
CONCRETE
0STORM
MANHOLE (SDMH)
-W-W-
WATER LINE
O
SANITARY SEWER MANHOLE (SSMH)
SS- SANITARY SEWER LINE
❑o
GAS METER
SD
STORM DRAINAGE LINE
cv
T(UG)
TELEPHONE UNDERGROUND
GAS VALVE
- P(Uc)
POWER UNDERGROUND
WATER VALVE (WV)
P(OH) - POWER OVERHEAD
®
WATER MANHOLE (WMH)
CHAINLINK FENCE
❑ SILT FENCE
FIRE HYDRANT (FH)
DYRPM
DOUBLE YELLOW RAISED
®
WATER METER (WM)
PAVEMENT MARKER
SIGN
WRPM
WHITE RAISED PAVEMENT MARKER
wQ
MONITOR WELL
EC
EXTRUDED CURB
DIRECTION OF VEHICLE TRAVEL
VC
VERTICAL CURB
0-
SIGNAL POLE (SP)
C&G
CURB AND GUTTER
CD
CURB DROP
HANDICAPPED SPACE
HC
HANDICAP
PEDESTRIAN SIGNAL B(
SIGNAL POLE
SIGNAL BOX
SDMH RIM=400.97
12" CONC E=397.14
12" CONC W=397.14
FND FINISH NAIL IN CONIC
IN CASE - CITY OF RENTON
SURVEY CONTROL NO. 1503
NW CORNER SECTION 15
3°
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0 4
SIGNAL POLE r,
6
as
WM
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Su
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W�WMH
SSMH RIM=401.31
®(7)H
8" PVC N=391.56
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8" PVC S
391.53
L0 9 10
_
8" PVC E=391.58
8" PVC W=391.50
16t 15
q
CB TYPE I RIM=401.09
12" CONC E=399.16
12" CONC S=399.16
12" DI W=399.16
SIGNAL POLE
CB TYPE I RIM=400.29
8" CON NE=399.09
Iml
CB TYPE I RIM=396.62
12" CONC E=394.42
12" CONC W=394.42
8" CONIC N=394.62
CB TYPE I RIM=398.30
12" CONC E=394.35
12" CONC W=394.40
CD C&G
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EXISTING
BUILDING
1,550 S.F. ' 2
FF-402.25t
45.2'
I n Nk .os"
FND MON IN CASE
w/COPPER PIN SET IN CONC
CITY OF RENTON SURVEY CONTROL
N0. 478
16 15
ALTA ACSM LAND TITL
E SU
RVEY
a
QVicinity Map
AS ADOPTED BY AMERICAN LAND TITLE ASSOCIATION AND � No scale
NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS 40 mV
(A MEMBER ORGANIZATION OF THE AMERICAN CONGRESS ON SURVEYING AND MAPPING) Z
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MEMORIAL
SURVEYOR'S LEGAL DESCRIPTION
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP
23 5 MERIDIAN, CITY OF RENTON, KING COUNTY, WASHINGTON, MORE
PARTICULARLYNORANGE
DESCRIBEDEAST,
ASW � pWSE
RECORD LEGAL DESCRIPTION
COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 15;
THENCE SOUTH 88. 03' 12" EAST, 323.25 FEET ALONG THE NORTH LINE OF SECTION 15;
PARCEL A TAX PARCEL NO. 518210-0009
THENCE SOUTH 00. 54' 03" WEST, 42.01 FEET TO THE TRUE POINT OF BEGINNING;
LOT 1 OF SHORT PLAT NO. SH-PL-084-83, AS RECORDED UNDER KING COUNTY RECORDING NO.
THENCE SOUTH 00' 54' 03" WEST, 203.33 FEET;
8407239001.
THENCE NORTH 88' 03' 12" WEST, 133.42 FEET;
THENCE NORTH 00. 57' 26" EAST, 63.31 FEET;
(ALSO KNOWN AS LOT 1 OF LOT LINE ADJUSTMENT NO. LLA-01 1-88, RECORDED UNDER KING COUNTY
THENCE NORTH 88° 03' 12" WEST, 160.03 FEET;
RECORDING NO. 8810119002).
THENCE NORTH 00° 57' 26" EAST, 140.02 FEET;
THENCE SOUTH 88° 03' 12" EAST, 293.25 TO THE POINT AND PLACE OF BEGINNING, 49,508 SQUARE
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
POWER POLE
FEET OR 1.13 ACRES
w/UG DROP SDMH RIM=396.61
36" CMP SSE=386.01
24" CMP N=386.01
BEING THE SAME PREMISES AS DESCRIBED IN THE TITLE COMMITMENT REFERENCED IN NOTE 4 HEREON.
PARCEL B TAX PARCEL NO. 518210-0008
12" ADS NE=387.01
THE SOUTH 140 FEET OF THE NORTH 182 EFT OF THE EAST 160 FEET OF THE WEST 190 FEET OF
THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE
5 EAST, WILLAMETTE MERIDIAN, RECORDS OF KING COUNTY.
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON
SSMH RIM=394.90
�
6
24" CONIC E=376.90 CB TYPE TRIM=391.83
SURVEYOR'S NOTES
24" CONC W=376.62 12" CMP E=389.93
P(OH) _
1. THIS "ALTA/ACSM LAND TITLE SURVEY" IS IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL
-
REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS" JOINTLY ESTABLISHED AND ADOPTED BY THE
---------
CD
AMERICAN LAND TITLE ASSOCIATION AND THE NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS IN 2005.
2.THE BEARINGS SHOWN HERE ON REFER TO WASHINGTON COORDINATE SYSTEM NORTH ZONE AS
- - - Ar RPM
_
PUBLISHED BY THE CITY OF RENTON AND ARE BASED ON CONTROL MONUMENTS # 1503 AND # 1851,
�Y
DYRPMS88'0312
EIET '(PIJ$LIC Wg �ARIA13LE WDTH)
HAVING A BEARING OF S 88-02-10 E. NAD 83/91
ss
,..
mm" - - -
3. VERTICAL DATUM IS NAVD 1988. BENCHMARK IS CITY OF RENTON CONTROL; POINT #1503. ELEVATION =
_s.s,- = ss v;�
401.02 FEET.
I RIM=396.27T_
IC SE=394.76
_
i.,
- - ,r
.' s_._ --------- S
DYRPM
SDMH 'S4 RIM=394.82
SDMH' 48" RIM=393.67
1
5
4. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM NORTH POINT ESCROW AND
AU LT CD
_
36" CMP NW=386.12 E, 24" CMP 5RIM=3 3 [[�cv
48''
NOT FOUND
TITLE RT-11143048, DATED DECEMBER 6, 2007. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING
CID ,�
CMP SSE=386.08 - _ pQ_ SDMH 72" RIM=391.55
ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING
ACCESS
� �rCCESS V
CID
36" ADS S=382.66
ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE
_ -- -'-
ACCESS
36" ADS E=382.66
SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED COMMITMENT. BARGHAUSEN CONSULTING
'WM ®�5;<
a
9��
___ q,26
ENGINEERS, INC. HAS RELIED WHOLLY ON NORTHPOINT ESCROW'S REPRESENTATIONS OF THE TITLE'S
.[�.I
FH
'" Xy2 OTEL MH
CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC.
A LOT 133.22'
ADS N=383.15
QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT.
LIGHT 9
EC
q �36"
P.O.B. 3q
5. PROPERTY AREA = TAX PARCEL NO. 5182100008 = 22,404 f SQUARE FEET (0.514 f ACRE)
6 i A __..o a o
TAX PARCEL NO. 5182100009 = 27,104 f SQUARE FEET (0.622 f ACRES).
Q
A' q
� 9
9 2
PULE
L
J
OF THEIR INSTALLATION VISIBLE AT GROUND
D SURFACE ARE SHOWN HERE ON. UNDERGROUNDTY
UTILITY
9
0 9 i
M1
9 9,
9
7AX PARCRL
N0. 5182100020
LOCATIONS SHOWN ARE APPROXIMATE ONUNDERGROUND
ONLY. CONNECTIONS ARE SHOWN AS STRAIGHT
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J °
CHAINLINK
STOEMENT RM DRRINA RECLAJyGLEY AVENUE
EAS
ASSOCIATES LLC/4TH
LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME
ti
FENCE
'
;:
8 9 0
�
UNDERGROUND LOCATIONS SHOWN HERE ON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS.
1
ITE
ITEI�REC. NO, 20040928002301 x�O. 10
O, 10
'ej56
BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC
/\\
CAR WASH
�
epq
RECORDS.
\
5i
BUILDING•
1,977 S.F.
BUILDING
R ;'
10. BARGHAUSEN CONSULTING ENGINEERS, INC. SURVEY CREWS DETECTED NO OBSERVABLE EVIDENCE OF
a
26"F
FF=399.30t
OVERHANG
w
o / SDMH 48" RIM=396.02
ZONING DATA
RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS ON THE SUBJECT
I'
.�
r ^� 24" CMP N=389.29
PROPERTY.
sJ
J11, 4�
' / 10" CMP SW=392.27
34.9'
TOP RISER=393.50
REFER TO CITY OF RENTON
COMMERCIAL DEVELOPMENT 11. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON OCT 15TH 2O07
DG. HT.
J
BLDG. HT.
E-V� I ►
X'9 }9° 15" GATE S=389.52
STANDARDS 4-2-120.
ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN OCT OF 2007
0,j>
g�
ZONED: COMMERCIAL
ARTERIAL (CA) 12. .ALL DISTANCES ARE IN FEET (U.S. SURVEY FEET).
w
'° qq:0
9 SDMH 54" RIM=397.30
MINIMUM LOT SIZE:
1200 S.F. 13. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE -SECOND ELECTRONIC TOTAL STATION WAS USED
3
qe0
sq'
i`
o: 48" CMP NNW=384.90
TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION
q
CAR WASH
48" CMP SE=384.90
SETBACK:
AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC
SIGNAL LIGHT
12" ADS 5=385.10
FRONT MINIMUM:
10', 0' *CONDITIONAL 332-130-090. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING
12" ADS N=389.00
FRONT MAXIMUM:
15' TO MANUFACTURERS' SPECIFICATIONS.
8" FiR
IE 48" CMP W=384.53
SIDE: 10', 0'
*CONDITIONAL
LDING -��
CAR
ga95
q.
g036
,'
MINIMUM REAR:
0'
M .
14. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF THE JPMORGAN CHASE BANK, RIGHTS TO
Pn
to
WASH
av
xz�6 '
MAXIMUM LOT COVERAGE FOR
BUILDINGS: RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS
SIGN
CAR WASH CONTROL.
\,
65% 75% CONDITIONAL RECERTIFICATION BY BARGHAUSEN CONSULTING ENGINEERS, INC. AND/OR THE PROFESSIONAL LAND
46 FIR
24
ACCESS EASEMENT REC. NOS.
SURVEYOR WHOSE SEAL APPEARS HERE ON.
8609230401 & 8810261102
MINIMUM LOT WIDTH: NONE
x
ITEM NO.
NO. 5 & ITEM NO. 11
15. REFERENCE IS MADE TO THE FOLLOWING MAPS: NO. 8810119002, NO. 19990623900005,
x S88'03'12"E 133.42'
a�
MAXIMUM BUILDING HEIGHT:
* NO. 7910119003, NO. 8407239001 AND NO. 8609229010
50' CONDITIONAL
q05
SPEED
FND,
1/2" REBAR/CAP EC Cl TYPE
I RIM=398.31
BUMP X}
6q
* FOR CONDITIONS PLEASE
REFER TO 16. SITE IS SERVICED BY MUNICIPAL SEWER ADDITION, LATERALS OR CONNECTION LOCATIONS TO BE
4
10" CMP NE=392J.1
FND 1/2" REBAR/CAP
CITY OF RENTON REGULATIONS DETERMINED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS.
TAX PARCEL 1\40. ,"� 1321
COO 10
sQ_ICH�B
c PR71LL17
SNARlIJ/3�
s q�
,� g2g6 I
'
SURVEYORS CERTIFICATION
EC. N 0. : 3'39230t
1--------n
X�g9Q
g
TO: JPMORGAN CHASE BANK N.A.
SURVEYOR'S COMMENTS TO EXCEPTIONS.
SCHEDULE B SECTION 2
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN
OF THE REFERENCED TITLE REPORT f
COMMITMENT. SEE NOTE 4
ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS,"
JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS IN 2005, AND INCLUDES ITEMS 2, 3, 4, 5, 6,
ITEM 5; RECORDING NO. 8609230401 AND 8810261 102
ACCESS AND UTILITY EASEMENT: PLOTTED
7(B)(1), 7(8)(2), 7(C), 8, 9, 10 AND 1 1(A) OF TABLE A THEREOF. PURSUANT TO THE ACCURACY
STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION,
S J .
ITEM 10; EASEMENTS SHOWN ON SHORT PLAT RECORDING NO 8407239001: PLOTTED
UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN
�� WASF
ITEM 11; EASEMENTS SHOWN ON BOUNDARY LINE ADJUSTMENT RECORDED NOS. 8609229010 AND
THE STATE OF WASHINGTON, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT
�v aF
WHICH IS SPECIFIED THEREIN.
8810119002: PLOTTED
ITEM 14; RECORDING NO. 20051229001534 COVERED CONTAMINATION: BLANKET RIGHT OF ENTRY FOR
TESTING AND MONITORING. PLOTTED
ALL OTHER ITEMS DO NOT AFFECT THE SUBJECT PROPERTY AND / OR ARE NOT SURVEY / EASEMENT
RELATED.
DENNIS J. SALTYS DATE
PROFESSIONAL LAND SURVEYOR
WASHINGTON REGISTRATION NO. 27328
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