HomeMy WebLinkAboutR-427602m
s
O
(P)
(M)
(C)
FFE
n�
EB
M
O
IHH
E-
r T
-w w w
C G
LEGEND
FOUND MONUMENTIN CASE
FOUND REBAR & CAP
BENCHMARK
PLAT
MEASURED
CALCULATED
FINISHED FLOOR ELEVATION
WATER VALVE
FIRE HYDRANT
WATER METER
IRRIGATION CONTROL VALVE
SEWER MANHOLE
CATCH BASIN
AREA DRAIN
MAILBOX
POWER VAULT
LIGHT POLE
HEAT PUMP
UTILITY POLE
GAS METER
GUY ANCHOR
POWER METER
OVERHEAD POWER LINE
COMMUNICATION LINE
WATER LINE
STORM LINE
SEWER LINE
GAS LINE
WOOD FENCE (WF)
CHAIN LINK FENCE (CLF)
WIRE FENCE (WIR)
HEDGE LINE
EVERGREEN TREE
GARY A G U / L A R
A PORTION OF THE NW 114 OF THE SW 114 OF SEC. 32, T 24 N., R 05 E., W. M.
SURVEY NOTES
KING COUNTY, STATE OF WASHINGTON
1. HORIZONTAL DATUM: CITY OF RENTON - NAD83-91
2. BASIS OF POSITION: HELD THE FOUND MONUMENT 1.22 FEET SOUTH OF THE CALCULATED INTERSECTION OF N 35TH STREET
AND BURNETT AVE N, PER RECORD OF SURVEY RECORDED IN VOLUME 147 OF SURVEYS, PAGE 82, RECORDS OF KING COUNTY,
WA. (SEE MAP FOR LOCATION AND DESCRIPTION).
3. BASIS OF BEARING: HELD THE BEARING OF S 89'04'11" E, PER DIRECT INVERSE, BETWEEN THE ABOVE NOTED BASIS OF
POSITION AND THE FOUND MONUMENT IN CASE IN THE CENTERLINE INTERSECTION OF PARK AVE N AND N 35 TH STREET. (SEE
MAP FOR LOCATION AND DESCRIPTION).
THIS SURVEY HOLDS THE ABOVE NOTED RECORD OF SURVEY FOR THE BLOCK SHOWN HEREON. RECORDS OF KING COUNTY,
WA. A ROTATION OF-0'00'21" WAS APPLIED TO THE BEARINGS TO BE ON THE ABOVE NOTED DATUM.
4. THE FOLLOWING INFORMATION WAS ALSO REFERENCED IN PREPARING THE BOUNDARY SHOWN HERE ON:
A) RECORD OF SURVEY AS RECORDED IN VOLUME 350 OF SURVEYS, PAGE 264, RECORDS OF KING COUNTY, WA.
B) KING COUNTY ASSESSOR'S MAP FOR THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 24N, RANGE 05E, W.M.
5. VERTICAL DATUM: CITY OF RENTON - NAVD88
MASTER BENCHMARK: CITY OF RENTON CONTROL POINT #1836 - A FOUND CONCRETE MONUMENT WITH 1/8" BRASS PIN, IN
CASE, AT THE INTERSECTION OF N 30TH STREET AND BURNETT AVENUE N.
SITE BM #1: SET MAG IN ASPHALT 3.1' SOUTH OF THE NORTH EDGE OF ASPHALT ON N 35 TH STREER, OPPOSITE THE EAST
PROPERTY LINE OF PARCEL. ELEVATION=107.845 FEET (SEE MAP FOR LOCATION).
6. TRAVERSING AND DATA COLLECTION WERE PERFORMED USING A SPECTRA AND/OR TRIMBLE 5 SECOND TOTAL STATION. ALL
FIELD WORK WAS PERFORMED, AND EQUIPMENT MAINTAINED, IN COMPLIANCE WITH WAC 332-130.
ADDITIONAL FIELD WORK WAS PERFORMED USING TRIMBLE R-10 GNSS POSITIONING SYSTEMS, THE WASHINGTON STATE
REFERENCE NETWORK, AND/OR THE NATIONAL GEODETIC SURVEY'S ONLINE POSITIONING USER SERVICE (OPUS).
7. ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES UNLESS OTHERWISE NOTED.
8. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. OTHER EASEMENTS AND ENCUMBRANCES MAY EXIST
ON THIS PROPERTY THAT ARE NOT SHOWN HEREON.
9. THE SUBJECT PROPERTY SHOWN HEREON CONTAINS 16,213 SQUARE FEET OR 0.372 ACRES, MORE OR LESS.
11. UNDERGROUND UTILITIES SHOWN HEREON ARE PER A COMBINATION OF FIELD LOCATED SURFACE OBSERVABLE FEATURES,
PAINTED LOCATIONS BY APPLIED PROFESSIONAL SERVICES INC. (APS INC.), AND RECORDS OF THE APPLICABLE UTILITIES AND
SHOULD BE FIELD VERIFIED PRIOR TO ANY CONSTRUCTION.
12. THE BOUNDARY LINES AND CORNERS DEPICTED ON THIS MAP ARE PER RECORD TITLE INFORMATION AND REPRESENT OUR
ATTEMPT TO ESTABLISH DEED LINES ONLY.THEY DO NOT PURPORT TO SHOW OWNERSHIP WHICH MAY OTHERWISE BE
DETERMINED BY A COURT OF LAW.
13. THE PURPOSE OF THIS SURVEYIS TO SHOW THE BOUNDARY AND EXISTING CONDITIONS ON THE SUBJECT PROPERTY AND
ADJACENT RIGHT OF WAY.
LEGAL DESCRIPTION
LOTS 8, 9 AND 10, BLOCK 19, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF
EDEN ADDITION TO SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON. TOGETHER
WITH THE NORTH HALF OF VACATED ALLEY ADJOINING, WHICH, UPON
VACATION, ATTACHED TO SAID PREMISES BY OPERATION OF LAW.
FOUND MONUMENT
IN CASE
1.22' S• OF INTERSECTION
HELD PER ROS 147/82 FOUND 2" BRASS CAP
W/PUNCH IN CASED CONCRETE
(BASIS OF POSITION) N 35TH ST MONUMENT 0.5' DOWN
_ - N89-04-11"W (BASIS OF BEARING) 1301.21' (R1) 1301.16' (M)
375.29' - - -
Z I S01'50-16"W I N
W 25 25.00' I I I I 2 3 4 5 6 7 i Z
I ! I ! ( 11 I 12 I 13 I 14 I 15 ! 16 17 18 19 I / 25 W
NHILLMAN'S LAKE
I I ! I I I ! I 20 ! 21 I 22 ! 23 24� 25
W I- I- ! I- I- I C.D.
D GARDEN OF EDEN ADDITIONTON I I I I
Z BLOCK 19, VOL. 11 OF PLATS, PG. 63 - I - '�� I - I N
.k�.�,- o cc
Q
N m a
I I 48 I 47 ! 46 ! 45 I 44 I 43 I 42 I 41 ! 40 I 39 ! 38 I 37 36 35 I 34 I 33 I 32 I 31 I 30 29 28 27 26 oI
50 49
I I ! � I z
- -- - - - N89'04'11 "W 1300.91' 04
FOUND MONUMENT N 34 TH ST
IN CASE FOUND 2" BRASS CAP
W/PUNCH IN CASED CONCRETE
MONUMENT 0.45' DOWN
FOUND CITY OF RENTON
CONTROL #1836
S01'48'13"W 664.82' BENCHMARK
ELEVAT10N=120.03
FOUND CITY OF RENTON
�. CONTROL DETAIL 1"-100' CONTROL #1886
DECIDUOUS TREE POWER POLE SSMH
TRANSFORMER POWER POLE RIM=102.64
& 2 DROPS IE=90.94, 8" CONC. (E) SITE BM#1
ASPHALT ASPHALT CONCRETE IE=90.74, 8" CONC.(W) SET MAG. POWER POLE
• °lpDRIVEWAY DRIVEWAY LUMINA N DRIVEWAY NAIL EL=107.84 TRANSFORMER
• ` CONCRETE oHP _-- - - OHP - OHP & POWER DROP ( ) ASPHALT oHP •DRIVEW &POWER DROPS
................. . OHP ONP OHP OH� -- - OHP OHP - - .. .. .
- OHP . . P. . :gyp. . OHP --rr. OHP �.q.P OHP OHP O,H P OHP OHP HP.. . P . . . . OHP 0 P � OHP
','•,-�r OHP OHP
.'.'..'.'...'.'.'.'.'.'.'.'. ASPHALT ...... .
LY �..... ...
Z w w w. w..
'. .
So
w.'.. w. *. w. M.. v�............. *j . • .... .... d,.'...... �'........... a FOUND 2 BRASS CAP
GRAVELJ .'.'.'.'.Ir.'.'.'.'..'.' �.'.'.'..',;0.'.'.'.'�-.'Q .'.'.'I ...... �......... ... M'.'.'.'.'... H.. .. _ ........... .
L.. sb ...........'�`V'......... .........'..'.......-'T'"`.""".....'''�. �, Ir'....'.+�'....'.iv'.w. o w w . �.' .... . '.�.'........... ............ W/PUNCH IN CASED CONCRETE
- +w .
T N89'0' 11.'W. o�. w w w w W u w w w w w-
_ _... - 4 1301,21- (in).1301:16 '(j��.. .......... .. ........ ........... ............. ............. .. MONUMENT 0.5' DOWN
... ...... .....I.... .. .4..DI.. ......... .. ......... - ........ ,-.. - . .. ............... .............. ...... ...
U 75
COBBLE STONE W/CONCRETE � �--.--.- ' ;-.T...�.s�y� � . �.. .ss . 'lE=$2:4 .... ... .. .... ... `'�o .......... N........... ........... ........... .............. .......... .. ....... ........."_ ... ....... -..... ..N"m -
. ss.. ss ss Is T S �,.. ........ .............. ........... .. .......... ............. .... �-
Q ; .... w.. ss ss ss 1 :' 5 °1:' S:T:........ :� .............. .. .
.... ........ ..... 3..... ss... ss ss -- . ss Z
G. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S3 . . . . SS ISS Ss SS - - - - - -
DECK
A1`IEL AREA / �� P G c c c
a SSMH 0
PAVERS ° • a } ;,,,,�� 12" ORN 12" ORN a. CbN RETE' 3 NO1'S0'16"E P P P P P o� G�' G c G RIM=152.02
• 4DR W Y ° • j p� m ° ° 1�d IE=143.32, 8" CONC. (E) Q
�a. 25.00'� ^oo TA
IE=143.17, 8" CONC. (W)�CRETE CONCRETE N '04'11" '� .DRIVEVYAaf'A 4 RETAINING ° STEPFOUND 150.15' �r • 0.9 cc
WALL cr
3
I t z RETAINING RE R& AP o ,S �'
RETAINING SIDEWALK BLOCK O WALL #
WALL WALLS " RETAINING 0.2' S. OF v ,• p� I CONCR I 4, O O �•
WALL CORNER �, �N S r �O�O
a - - �J p 'y � Cp a . • �' i'. 11�
----�. ... ''• i
p FFE=
I HOUSE I 109.90 •A., "� 1 I x
I 6' WF FENCE I _o f
:6' YARD `DRAI1 ..
CORNER, 0.7' E. I 3 . BASEMENT HOUSE 9 O
FFE= .I RIM=106.91 ' '
FOUND MONUMENT I 6' WF FENCE I 8 `C 101.76 STEPS I s ° ° , ` ° Z
6 WIF 11 I
12" ADS '.� d REAR DOOR r , ° 3.3; A . _ t10. d , � d
IN CASE I CORNER, 0.5' E. I
1.22' S. OF INTERSECTION IE=59.14 7 0 a. EGRESS PIT Q •
4 OLF
HELD PER ROS 147/82 v7 •I 'GATE• d7 CONCRETE T.P.N. I 0 5 10 20
�� ¢ I.'ADRIVEWAY
SDCB 0 18" DEC a i, rd, 334210-2560
(BASIS OF POSITION) RIM=61.90 I T.P.N. I a° 1021 N 35TH ST RENTON
• •-�--•._ • IE=60.40, 12" ADS (N) 334210-2535 ° •' I SCALE 1" = 20'
POWER POLE 1001 N 35TH ST RENTON I ¢' ' % d EAVE..
11 d
I• .'.'...•...•...... ... ' .?' STOP LUMINATION I - - 4' CLF j --' �._
I''' NO PARKING TRANSFORMER GATE o BLOCK J.
. .
�fEAVE 4' CLF' I WOOD WALL ` GARAGE
:..:.:62...... �......... ........ SIGN 2 DROPS
.......... ...........�..:. I ( POOLI FFE= I.
E- 1 0.2' BPS 107.77 RETAINING
p 000rr��� WALL
P \ OHP OHP OHP OHP OHP
ASPHALT .... ............... 3c j ,.A.
12" DI .PARKING AREA .... b°`.'..'... ...... ...... P. ......... \ T.P.N. 4' CLF:' 4' CLF 'I 0.8'
IE-41.33 w.... w... �..... w...... �G.�+......w. .. W I ,� I GATE ) ,
147`_ .' ' ... +: w ' w ..I'.'.'.'.'.'w..'.'.'.'.'.'.'•'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'..' '... Z ! 334210-2545 °
so LF 12► �' '. . . . . ��0... . . . .. gyp ��. . . . . . . . . . . . . . . . .� . . . . . . . . . . . . .. . p. ^�. . . . w1 . . . . . W . . . . . W �. . . w. V . . J 6' WF WOOD 1011 N 35TH ST RENTON / I GARAGE r'
DI - - _ .... ............... !�......� WALL WOOD
:�.'..'.:.:.:.:.'... " .............. T.'...-'...... ' ''L'...... ..... = I WALL I�,.
.� . ... NO PAR.KING'.'..'.'.'.'.'.'.'.'.'.'..... ............... .
sv ss �.P.... '.. ...... . # ..... C± FOUND a b ,Id . 4, i
'� a ' 1 ss �?' Ss ' ss . ss.' y' �.. v.' I N REBAR &CAP 0 / Lo
/
.....:, .. 1........... .."'............ ............. ................ ss# �0
so''. ... ..... 5. PVC. Q I L.S.�15025 ti I �o 0 6
IE=7L55 ........ .. 0.1' E. & 0.1' S. �O I I I e .
... ..' ;..... C.. so..... GRAVEL AREA: I' S89'04'11 E '
16 • -___
- - - - - - --
' 150.14' �
POWER POLE �..... p\N S' CLF & 6' WF SHED o I- TRANSFORMER 6 5' CLF FENCE ��
- :: ,�._=� '12 ....' �'� A.
iti /5CLIF 3' WIR
'' FENCE CORNERp
1 16 ! I OFRPROP0.81NE. 3' CLF
& 1 DROP GUARD I O 0.4' W. & 0.2' S. o I
RAIL c. G..... I / ASPHALT...... d .
DRIVEWAY ' `CONCRETE " 43 5' CLF FENCE GATE
STREET i.:,' • .. SDCB DRIVEWAY. ROCK ! I I 42 � ao I WOOD
SIGN RIM=64.62 ! 6/ D DEC WALL CORNER 10' S. ^ r; WALL I C'
Q.... • • • • • • • • , IE=62.37, 12" DI. (W) I ( OF PROP. LINE. 5' CLF
I I IE=62.47, 12" CONC. (E, S) SDCB SDCB I I C.D. HILLMAN'S FENCE POST I 5' CLF & 3' WIR !
I RIM=70.24 RIM=71.37 LAKE WASHINGTON FENCE CORNER PR23000116
�\ IE=68.64, 12" CONC. (E) IE=69.37, 12" CONC. (W) I I ! GARDEN OF EDEN ADDITION I 1. 7' E. & 6. 9' S.
ouj
I I
Z I SSMH I IE=68.59, 12" CONC. (W) BLOCK 19
I I I VOL. 11 OF PLATS, PG. 63
RIM=64.10 I I B23004862
IE=54.30, 8" CONC. (E) I I
IE=54.10, 8" CONC. (N) , R-427602
w
o
w
m
�.
Qz
o�
z�
aV)
'^
z
w N
� �
a
Q
Lj0
wz
wM
�
�
V)W
z
�0
W
�z
w
on
xa
H- o_
fe 0
00
z
z
�w
ww
'0
O
V)
z�:
JW
ti
Q
as
w0
Q)
Lo
o
O
M.
2
�o ro
49917
ISTEgL9v
OVAL LAB
/16/23
Lu
cc
v,
V
cc
Q
a
�
CC C
V o
V
Q
o LL
a
�.
O
pc
Q
0
Z
0
co
o
Ln
o
M
cl, M
M ^
Z
= o
V,
t
-
v
`o
rN
�I
> co ,H
fV
ro ds �
Z_
� C
_
t:
.-. LL
I) o == v
W
W
v N c�v U
�Lw
uZ
V
m
Cv
_vv
Z
Li
°J
L o
z �
JOB NO.
22581
DATE
0311
23
SCALE
1 „=20'
DESIGNED
NIA
DRAWN
LFM
CHECKED
JLS
APPROVED
KMR
SHEET 1
OF 1