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AS-BUILTS OVERALL SITE PLAN
EX 12" STORM OF
_ _ _ _ ❑ _ _ _ _ �0. BRENNON LANDING (VAUGHN TRUST PROPERTY) I'
- ----� 3 ;! ! A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M.
- III I I I �' � a. ,/
EX SIDEWALK----� I I ; 3 _ .. i ®I �yoJ CITY OF RENTON, KING COUNTY, WASHINGTON
Ili I I � � ,, .L•®
---'-- - II TG
-----------
I )------------- I JEX GAS TTlull1c� TT(u --------------------P U W T WG— r(W=?� IT, LINE (TYP) (t�� P(('G) I nr 2 w PIUG W r(UG) r UG q L_vp L.0 I l _ L_v I �, I n I n RN/ R A 1`40RE'A'
1 '-)I/\ R I<1- -)I r->AAI I IAI GAA)n^r-)T )�. r11L_L. nl \ nlvVl \Lvva I R!" KEERI i r\nivKL.hv G - rvnvrlGLL� ° r\Ljr\ - G G RUC) ivviAD(OXn)iv \,\, t.,., U- Iv.EX FENCE 'S - Oc G G G 1T nl Iv .,., r,, v-Iv./——TO REMAIN----- o
I
— -=----------- N88'01' ____
I I
I I
3 \ -------- - - ----_----- 6.13 _
T(�Gi
II 1 I O �d - - - -__-___�L__7f f
— — PLAT BOUNDARY_
NE 15TH ST —; G a H — P(OH) _—.— ................. - — — — — . SO 18 20 E 8 38
PRIVATE I , c F— G ........... 306...................... I i ............................... —
I•,............. a I I ) - - - - - - - - - - - - - - -
--------------
- J I ..
II 60, i _
---
�-'� PROPOSED ROCKERY ------------------
II I I R W 15' MAX HEIGHT
II
.o
I I I I I II
..............................302.......................
II I I
31 00 1 I
II I I .............. ...
II a I
�, •...........•.•.JU
TI InA A n ;. ,�...., �_ ---- �� EX 16" WATER
I rlvrvin.) LjhcJ;)L_ER ---J Ir---�— — — — — —— —
^ )AI .•....
I......�
.........3a2'..... .. 2 3 4 Io
.�9•.� I I }a 3II o r .•'I a I ''�Qo I I
I*, a
w - ii•. a Z
'•'m i .................L 5' WIDE X 15' LONG DRYWELL \\
11 I a " ' I (TYP). DEPTH TO VARY BY LOT. \ O
o 3 1I a al SEE SHEET 22 FOR DETAILS. \�\
I II Q m 3.I = I /b
0
1� z
Ld
II II a M .�g®• O
I II LLI z 3II ° '� FIRE HYDRANT 0°
II I I W g ii o FIRE HYDRANT
- - - —r (TYP)
(TYP) a
PUGII LQLj� al g.00
11 —� �- Q ) —3- jl P(UG) P(UG) 1 / i 3 - - - -
NO PARKING
I W x II a o PROPOSED R W;''
M I, > � SIGN161 t
II W 3II / / a ' d . g d ° d °
II J 3 II O d. : d °a • • a
•d �
a ° : �' 8" WATER ° a ° j
jl •I I• W I w N .. ' a'a •.. \
Uvr11 v LKr1L_I vU II
A )AI „A �v/\ ,�/\, JI ,•�JO�' 9,p W �^% W
-- v _ .... .� ROAD A
RESIDENTIAL ACCESS "' to - (�
II
12" STORM O
II .•N O
IL
II • °
I e ' \ 8" SEWER ° \
EX CENTERLINE (TYP) III a e ° A• �. ..
" PROPOSED R W 4
II I --
------ - -�-- WATER SERVICE
EX 18" STORM I I I .� •
I
I d r—
I
EX 8" SEWER �� a
5' WIDE X 15' LONG DRYWELL o
' ' (lYP). DEPTH TO VARY BY LOT.
r /-\l I/,I A I(I IAIr .I •I°. SEE SHEET 22 FOR DETAILS.
A F)I I ; . _, I I . n. PROPOSED
r< ,
/,r IV ..... r., U I„\J„ it �g0 ,.• I III a . POWER..VAULT ...
II I I � 3 � 8 ?� .......
62 5 a PROPOSED MAILBOX 6. '
II R W 31 \ LOCATION. SEE SHEET 29 29� /'
a °' 18 FOR DETAILS.
I'I
w„ I w— �w—w w
1 II tA \
I 3 11 x \ a
II I M \�I•� 7. 6 5
....................
8 I I 04
a ®....
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w
o EX 12" STORM %�I ;� a 0'
00 o
0
Z REPLACE EX FIRE HYDRANT.
3 SEE DETAIL ON SHEET 25
❑ I I
r A \/r- ^r-)nA A'j r--)/\ P(U �� ) P(UG P(UG) A. Q`���v
I n I L ..) I \U rvIL.LI \v
^')Al 1 ,1 -5u^-"Si^7
A - I v , „ r,; \J �I I I P(ON) 5 1I EX POWER POLE TO BE REMOVED.CC
•d POWER TO BE RELOCATED UNDERGROUND 2 5' WIDE X 5' LONG X 3 6'
1 II Q� ALONG PROJECT FRONTAGE
PROPOSED I
II 31I I 29g KEYSTONE WALL _ DEEP DRYWELL. SEE SHEET
I` Rg .................... 4' MAX HEIGHT GO w 22 FOR DETAILS.
96 ��.... m O
II 31 Z-\ \
P�JG) G
P cJc G �(us PLAT BOUNDARY
3i; o a (�G (> G P(�G� �- - G -tie---_---� o S89'54'27"E 246.51' ° °
EX SHRUB o
I I III T(uc� P(uc} c -- --lc�--- ( ) I \F4
P ucj — UG• • • • �— r uc
60' R/W I �--- / r(UG) (n X r(UG P(Ue�"= (U )� ( � 9Q. PIUG) i p(UG) �I III Ip \/ ^ A A ^ A AnTn EX FENCE
N-------- --- T(uc) TP(uaY� T(� r( v- v T AI
NG
-_ -----� N �. (' o a m O // — /� ���.(P�(6) uc) i �A I l v 0 REMAIN
L L I I nlVIn IVIV I U
-- G .. ' A
:I II w w WI-®\ X I T G-- -�-�
W
� II
DATUM FOUND „ BENCHMARKBRASS DOME IN MONUMENT IN MONUMENT FOUND NIN CASE CHMARK I WITH 'Y' AT BRASS DISC
116TH ST.
HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11)
NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99
1
RECORD DRAWINGS AS BUILT
RK
5/4/22
BJT
s"wE"m'
2
REVISION PER COMMENTS DATED 6 30 23
RK
7/7/23
BJT
oEs�N RK
DRAWN:
K
CHECKED
BJT
NO.
REVISION
BY
DATE
APPR
APP� BJT
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
58'40"W 6.40'
88'01'40"W 1.03'
I�
BLA 1
i) A I II A A A/\A In
I AUL. IVIn\]I V\J
nl I v tv... V
SO'27'56"W 46.961
EX FENCE TO I
BE REMOVED
—S0'23'33"E 0.64�
-SO'23'33"E 20.74' 5
� -
BLA, 2 it
I II
I II
TREE PROTECTION FENCE
INSTALLED PER TREE RETENTION
PLAN ON SHEETS 30 TO 31
I A A Ir /,i I )T A^
Unl vG \,UR I nJ
-NO'31'09"E 294.01'
-SO'40'45"W 59.26'
-TRACT A
EX LOT
LINE (TYP)
`S0'40'45"W 0.99'
BEAM GUARDRAIL TYPE 31 W/
"DESIGN A" END SECTIONS.
SEE SHEET 22 FOR DETAILS.
-,,— BLA 3
A I r\/ A All Rr%\/
n L.
IVIIL.I\V I
18'45'W 78.43'
'TREE PROTECTION FENCE
INSTALLED PER TREE RETENTION
PLAN ON SHEETS 30 TO 31
)' 17'06"E 1.58' IL
30'17'06"E 33.41'
,,—BLA 4
\/I �) ^I I I II IAI Alik I/\
U nUUUI v l vu\�
^
!'32'29"W 43.62'
TREE PROTECTION FENCE
INSTALLED PER TREE RETENTION
PLAN ON SHEETS 30 TO 31
—X ---
S89'54'27"E 5.80'
BREI VUn vv Ir\Iv K
nl I v Iv . UU lU
VERTICAL- NAVD,
HORD:OWAL: NAD I9W 199,
DATU V
I�
0 10' 20' 40'
SCALE: 1 "=20'
LOT AREA
TABLE
LOT #
AREA (S.F.)
1
7,047
S.F.
2
7,158
S.F.
3
7,066
S.F.
4
7,754
S.F.
5
7,790
S.F.
6
7,079
S.F.
7
7,106
S.F.
F87
7,015
S.F.
TRACT TABLE
TRACT
USE
AREA (S.F.)
A
LANDSCAPE
642
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A COPY
OF THE APPROVED CONSTRUCTION DRAWINGS
PREPARED BY BARGHAUSEN CONSULTING
ENGINEERS, INC AND HAS BEEN EDITED TO
REFLECT ASBUILT CONDITIONS. THE INFORMATION
PROVIDED ON THESE RECORD DRAWINGS IS A
COMBINATION OF THE FIELD SURVEYED INFORMATION
AND DOCUMENTED FIELD REVISIONS.
LUMINAIRE POLE
LOCATION
LUMINAIRE
POLE #
LATITUDE
LONGITUDE
�1
N47.5051212
W122.1907474
22
N47.5050199
W122.1904715
�3
N47.5051198
W122.1902266
®
N47.5050227
W122.1899737
55
N47.5047318
W122.1908713
6
N47.5049714
W122.1908737
�7
N47.5053305
W122.1908826
MAILBOX LOCAMNS
8 SYMBOL INDICATES LOCATION FOR MAILBOX MOUNTING
AND NUMBER OF MAILBOXES. SEE THIS SHEET FOR
LOCATIONS AND SEE SHEET 18 FOR DETAILS. THESE
LOCATIONS HAVE BEEN REVIEWED AND APPROVED BY
THE POSTMASTER PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL RE -VERIFY WITH THE
POSTMASTER AT THE TIME OF CONSTRUCTION.
APPROVED BY: RENTON HIGHLANDS STATION 3/29/2022 I
CALL BEFORE YOU DIG:
1-800-424-5555
CITY OF
RENTON
Planning/Building/Public Works Dept.
�20100241�
s F0/STERN
S10N L ECG
7/7/202-3
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51-0
R-421205
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AS—BUILTS OVERALL SITE PLAN
VAUGHN PROPERTY
MAINVUE WA, LLC
121 3RD AVENUE
KIRKLAND, WA 98033
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DATA: = Z
7/7/2023 m
FIELDBOOK: ZJ 0
PAGE: Q
DRAWING NO,
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,FEET: OF: 40
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