HomeMy WebLinkAboutW-403601ASBUILT SURVEY EXHIBIT
VERTICAL DATUM: HORIZONTAL DATUM:
NAVD 1988 PER CIR OF RENTON NAD 83 (91) - WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE. z
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VERTICAL BENCHMARK: ~
CITY OF RENTON VERTICAL BENCHMARK NO. 2122 BASIS OF BEARINGS: Cr)
ELEV. = 157.78 US FT THE BASIS OF BEARINGS IS THE BEARING BETWEEN RENTON POINT 1227 AND RENTON POINT 1892, CIO
AS NORTH 48'01'12" WEST,
PROCEDURE / EQUIPMENT: Lu >Q
A FIELD TRAVERSE USING A SPECTRA FOCUS "30" TOTAL STATION SUPPLEMENTED WITH FIELD NOTES, ~ U)
�►ram WAS PERFORMED, ESTABLISHING THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE O m � LL-
c�5 JAR �� MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE U, - O O
0� O WAShI� is ; STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH N WAC 332-130-090. Lu
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DATES OF SURVEY: W (n I-
y.� FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED ON JANUARY 20, 2023. z Q (n
° Cr ALL SURVEY CONTROL MONUMENTS SHOWN AS FOUND WERE VISITED IN JUNE, 2007 AND LLI LU
p j � SEPTEMBER, 2017. > Z L
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G�`� �20 ADDRESS/TAX LOT NUMBER: LL
=�-�h�06 4500 TALBOT RD S. / 312305-9067 0 O
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0 15' 30' 60'
SCALE: 1 "=30' v ¢o
WOOD FENCE L g
1.2' NORTH G4 30 �� �0, g0
BUILDING OVERHANG kD,� 0 N10
CONCRETE CB TYPE II EDGE OF p4� BUILDING
RIM=176.97' EDGE OF I OVERHANG
IE 12" ADS W=170.92' CONCRETE
FND 4"X4" ONC POST -^ - -°-'- =d IE 12" ADS E=171.02'
- r - EXISTING BUILDING _
PC MONUMENT IN CASE � ROCKERY L_ - - - - - - - - J I
- - - - - - - - - - - -
w/ BRASS PLUG I BUILDING -
----J CBTYEI
II II
OVERHANG RIM=1 7.43'
481.00'(DEED) IE 12 ADS W=172.71'
- - - - N89'00'53"W 487.27'(CALC'D) IE , 21 ADS S=172.74'
II I I SSMH �� HVAC UNIT ROCKERY SI H
0� I _ _ RI=177.64'
CB TYPE 1 - - - - - - I 8" PVC S IE=171.05'
p II I 4O\1 99. IE 12" ADS IS=170.38' I I 0.6 6 D 5 0' - _X
se s8" PVC W IE=170.95'
II I v 8 �,�� IE 12" ADS E=170.32' N -- --- - - - -M X
000 -gyp �p gp6 -� - I ,
0� �p ss = ss - ss ss ss - ss
eb\ EXISTING BUILDING I N N -� - -
II I W r II I p4� �9.0' WEST OF LINE IFIf E P OT.V LVE WATER VAU T ` PARCiL B RIM=178.71'
- o CB SOLID LID TYPE II
„ „ I 00
o 12 5g 94 IE 12" ADS N=173.10'
FOUND 4 X4 CONCRETE POST ; II I II ROCKERY RUINS 0.5'-1.0' WEST I� HYD. C C C C C C I&p REg �J1 I ) C C C C IE 12" ADS 5=173.06'
MONUMENT IN CASE ' I r OF LIN III I IRE ROT. CON ECTI N
II I o II I E
WITH 1-1 /2" BRASS PLUG II I Z I II N N W
"RENTON 1227" (HOR) �� II I II I I TER VAULT
» » SSMH _ N N �••�•
RENTON 21 12 (VERT) I RIM=173.66'
_ I•. .I illl III I I' AI /
(7 / 1 1 / 17) m- y�- 8" PVC E IE=167.07 00
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- rl IJr I,I I 8-PVC{ S IE=166.97' - �-
ELEV. = 154.78 (NAVD 88) I N I O,* w
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j •►{ I 4 WI CB TYPE 1 I N - Y-nl FFE:179.16 W
�t
t I it I1 RIM-172.28 SS Y
12" ADS SW IE=167.94' } N I SS / SS I / / I o
3 I 12" ADS NNE IE-167.9T 1 / / {
i j'' • ', 12" ADS I€=167,94 W
I -I Y �. CB TYPE
o APE 1 �
3i CB TYPE 1 I \ R =1 7.27� - RIM=178.66'
? I w l WL1.i' I RIM=170.97 AD SW IE' 2.6 A IE 12 ADS N=173.45
I I 12" PVC NE IE=166.55 ® IE 12" ADS S=173.46'
cv1 IE 8" PVC W=173.54'
.III 12" ADS W IE=166.49'
IIt/ III I
CB STD GIRT TYPE I SSMH
N24'03'36"W-4F ''�(MEAS) 1 \
u >g l RIM7717
=161.54' RIM=166.�6' 6' o /
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12 PVC E IE-159.19' -
I 8" PVC E IE 160.26' 8
� SSMH GREASE TRAP
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� 12" PVC SW IE=159.19' 8" PVC W IE=160.16' I '�•• _ RIM=166.98' �-
, �. \\ / /// 4" PVC N IE-16'� \ M
\` Q I i j TOP VERT PIPE=163.40' o M
� Q ;, 1e� - - _ _ O I SSM rt BTM VERT PIPE=163.89' r`
' I # - - - - - 4-9"o - i _ _ - RIM== 72.38' -t CO 4" PVC S IE=164.84' \
O I �22 95'
s ss - ss _ _ 8" _ TOP VERT PIPE=165.35'
)♦ ~ �� F- a: If - ° - - - 8" C W IE=165.68' G BTM VERT PIPE=163.77' \
SDMH G I / N89'00'38"W 484.84'(C 0. 'DEED} - - / SD C° `-
~ I' ^^'�� IM=16163- 1 SSC-
�- d I B NI E N O 17
12" iE�5 eQ �- c c G G SS - - s "p / S8�00�E6G ADS W IE=-......t�
.::.l..Q SS O ..E I� I CO 1 :.. l: 8" PVC E IE=1 E FDA ON �
�22 � DRO � �, � t- I •, 4 PER ELB1dW IE-15 ••: � �' • ""�-' I SDCO � I ED�I�E'j,� CO / TISSMH RIM T178.03"i
. ...........
8" f�VC S IE 14 _ O
I C=173.76'
\,\\ I I- I 4 R gLBOWE 1 .41' ///////// ji . SDCO -/ RIM1=178.90; SD 0 TtAD
8" PVC N IE 145. 6'� a " i ' ' E Q �// / / / i i i , YARk� GRAIN 173.66'
/ I I I it II YARD DRAIN YARD DRAIN ' RIM2=178.81' - RECYCLING
I r ORIFIC IE=153.61' i RIM=166.91'
RIM3=178.66 - - X
u) �, ' I 8" CMP CONT L=152.78 RIM=1§698 RIM=166.96' 6" PVC S IE=164.10'
- 6" PVC S IE=163.74' 4" PVC E IE=176.00' 0) °
CB STD F�ql I i Q 'C S IE=164.39' YARD DRAIN EAST WALL TOP=176.84' SD 0 N M
I / RIM=166.94' _ OR SEWER
R 6 8' I , SDMH �1 6° PVC S IE=163.81' r \ [� l CNTR WALL TOP=176.88' o y
12" PVC E # ' `I I ' I i /\ J \ C r L r1 WEST WALL TOP=17 �- c�� CB STD GRT>T�PE I
�'� I R°=162.94' SSCO_. S
12 PVC S 4^16' III CD9 ~ , ° VA LT ACC L //G F NEW FOUNDATION ;(, �l(� 4" PVC W IE=175.90' 1 2 3 OG RIM=178.58'
12" PVC N 4� ¢r. 1 # i I I; �I NE: I=158.73' M=163. 8 ACC I YARD DRAIN F F E . V I .�� A F 1\1 3 � `-' `�' `� " 0 J � 6" PVC SW IC�=176.05'
f:i IE=154. 4 STOR VAULT RIM=166.95'
4{ I I VAULT ACCESS CB TYPE I
RIM=1 5.13 6" PVC S IE=163.68 NO RIM
O I a I I ' III Q__I / RIM=166.54' (/\ r1 r1 �� r(, L l \ / L (, ( \ r
I:~ I� I CEILIN =161.3 ' / 6" PVC E IE=160.24' (ADDRESS J J J� r S S J 1 1A S S 1.�J J r D) 12" ADS NE IE=174.
Iii NI VA L BOTTO VAULT=154.4 _ 12" ADS SW IE=174.
CB a I ACES - 8" I
SDM I 0 / SD
I CR9 ~ I °..=162.98'
a NI•a ^ 12" ADS E IE= .47' VAULT ACCESS/ RD RD I
= I Iii ; I I �'I '_� TOP LL=161. 9' I RIM=166.81' j RD YARD DRAIN y/ P � �Ti RI TYPE I
I'�I. NO RIM - � RIM=178.32'
I.
- -
i � ADS W IE- 57.60' 8" PV E IE i
I I i 12" ADS N I-174.28'
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v� I PVC I 17512' I E E
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CORNER
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VERT PIPE TOP 151 1T 12" ADS SW IE=174.31' M
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VE OPENING 160.3 ' l I � -I •• I•'� ••' •• .�•'
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6 RT OPENING 159.42' I o. 3 VAUL I I -
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- 8" PVC E IE-0�62.83
ACCESS 8PVC W IEI FLd
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YARD DRAIN
YARD DRAIN
O O aRIM=166.50' RIM=166.54' I
/
;IIIFL II HYDRANT TO BE KEPT OPERATIONAL - 6" PVC E IE=164.28' 8" PVC W IE=164.32' o a
8" wl PVC W IE=164.28' '
rc
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r.Id qp9 I U I` 9 I I I� I WoDO NO RIM
12" ADS NE IE 175.17'
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SD'-_S I RO II II L✓ G / " D49a SD -SD -SD-SD- SD- SD - SD -SD
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ROO(L.....�.....�..°::
r-III I' III �. ° ----::.n7�!57�ROCKERY , LgWN
ROCK WALL 0.6'
;III ; ', -
�F NORTH OF LINE
��Ir��l„ ; ICI I °, --X-- - - •�---- ----- I r-- - - - - - - �,oG -
----
1.1D�II °
N89'01'12"W 630.55' I -
I;:u III I ""'BUILDING 71 EDGE 111 I II I I I { OVERHANG -/ BUILDING LANDSCAPE
l
OVERHANG
DECK
I I
LIGHT J-BOX LANDSCAPE RETAINOIOOD STEPS
I; -1 III SSMH EXTRUDED CURB PAVERS WALLS KEYSTONE LANDSCAPE WALLS PAVER WALK w/HANDRAIL ROCK WALL
o �l I II II s_ I CB EXTRUDED CURB ROCK RETAINING WALL
LANDSCBUILDING
PAVERS EXTRUDED
EXTRUDED CURB OVERHANG
-�tl II I EXISTING WATER LINE
TALBOT PARK CONDOMINIUM BUILDING CORNER
(ABANDONED) R) C. NO. 9706041221
4700 TALBOT RD. S o
a ll I I RENTON, WA 98055
C I I ®yr APN 3559100000 a l
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