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/ l 71 D` 5' WIDE PRIVATE
STORM DRAINAGE
52 51 49 I ESMT
/ _
S WATER ESMT I I
5g / (TYP)
12f89.35, ROAD A
/ WATER BSBL (T)P) I I 54f59.91, ROW 4
--19'-r r- 26'-
TRACT M �g
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R=35 00 53100 N99 01'03"W RO_W 4 5� 00 0
153.91 (ACCES�CN
d=895T48" PUBVC ALLEY
L=54.96 - - -" 16'�-3J+
SEWER ESMT 12f84.29, ROAD A =
O 1 i t (TYP) III I 30f 00. 00, ROW 3
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— r; 24 125 26 27 30
/\ I Ir I I 28 29
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-' 16' 16' 25' - 25' 16' 30'
29'
_ p i_11• TRACTA I • I'_ III:
\ _ N'--I(ACCESS & UTILITY)' 04
50' 1 -30' 16' 15' 25' 25' 16' 30'
11 - -
L
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20
PUBLIC STORM
I III
ORA /N AGE ESMT
— C
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In 110 Ln In
23 SEWER ESMT I I l 19 17
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-
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APN 9174 I 0_ ALLE --19f00 N890-1'3"W
230YVO N 188.99 _
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-
20' --27' --- ---27' - -- 26'---- 20 35'
18f11.01, ROW 2 = --------------�--
--------
------ -----------------
51f37.96, ROW 4 Io � i ii -- - l - ---- - � -�
Z
,g262 - II 11f41.29, ROAD A =
APN 04S30ADWIN 1
20f 00.00, ROW 2
JAMS � I
TRACT /V 00 00 �O
(OPEN o0 1 ' 00 9 00 8 �I 7 0°°0 0 5
10' UTILITY '
ESMT (TYP)
10' 20' 27'
N 20 10
78f00
r— 79f00
NE 12TH ST
50f 00. 00, ROW 4 =
80f 00.00, NE 12/71 ST
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
81-boo
1
REVISED
PER
CITY
COMMENTS
2
REVISED
PER
CITY
COMMENTS
3
REVISED
PER
CITY
COMMENTS
NO. I REVISION
79' 1 79
i 41 f24.88 "Tj20' TOP OF SLOPE (TYP) /
41 END ROAD I �r
I co
59'
42 I�' I S 1
N I SEWER ESMT N I o 15' BLDG SETBACK (TYP)
(TYP) T }
59— — 1 15' BUFFER (TYP)
39 �O- 5-g245LLC
\ 04230 TIES
10' 12 , APN PROPER
N 43 I 36' TRACT G \ DALPAY
59I', I (OPEN SPACE) EXISANG TREE
44\/ I a� � 38 I TO BE SAVED
45 o ! ROW 3
-0` I Z I I II (ACCESS)
_I ------------- _= ----- -- --
34 —1 31' I
I 1
N89 O1 '03"W 00 R/I IAI -2 >: 0 i >
- - N I - - - I 11/89 0103 17
175.50 o ACCE,S) 175.50 0 17' \
PUBV A
N0058'57E` 1 - 16 = �6' 25' 25'- 1=416. 1 -! 19' \
5.06 I SEWER ESMT -Z
30f98.50, ROW 3 = 31f75.50
(Typ) 40f00.00, ROW 3A END ROAD
N C0
31 32 33 34 35� 36 37 ApN 042pPER 9061
LLG
I
14 7 I DALPAY PR
31 15' 16' -25' - -25' 15' - -36' MENT NO-
N .TRACTB - o N LOT L6 ELADJL oog3p0282,
(ACCESS & UTILITY) ,•' I N OF RENT A,04-105pS2290
II ':I I I i I d• `' CITY N0. LU - 200
31' 15' 16' 25' - 25' _ 15' 36' L•L A. 'CC
I
1E 15 14 13 I I l 12 11 10
CO >
SEWER ESMTXI) 21f75.50 I \
I (TYP) END ROAD
-15fi_ _16' -25� 11 IL 25'- r16' -19'
I
_ I I - - N89V1 '03"W 21f 00 17'
0 175.50 � I -
(ACCESS) o 117'
40' 1 1127' 27
�I --------------------- ---- - ---26' ------26' I
TYP) ESMT I ----_ -- --/ -- �- APN 0
42305;A2 ES
935
WATER ( LLC
AY&A
50
WATER BSBL (TYP) I DALP
I I I
C0 TRACT 0 "
(OPEN SPACE,) �' I 2 1 I O
15'
I I BSBL
(T1P)
I III
�9, - _ — — _ — — T • — — 10' UNITY
15' 27' '
ESMT (TYP)
27' 26
a.
10* 00. 00, ROAD A =
81*89.10, NE 12TH ST
U
CL
W
z
MJ S
7/26/23
HHH
SURVEYED:
OTHERS
KEL
9/12/23
HHH
DESIGNED::
HOLLI HEA VRIN
KEL
10/11/22
HHH
DRAWN:
MARY MOORS
CHECKED:
HOLLI HEA VRIN
BY
DATE
APPR
APPROVED:
HOLLI HEA VRIN
KEY MAP
O
O
N
N
83f00 1
�— I 847,0, 0 85f00
—+- - - I —
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL.• NAVE) 1988
HORIZONTAL- NAD 1983/1991
DATUM
CITY OF
RENTON
V'R
vugv
Planning/Building/Public Works Dept.
SCALE: 1" = 30'
0 15 30 60
SITE LEGEND
PROPERTY BOUNDARY
RIGHT OF WA Y
LOT LINE
BUILDING SETBACK
CRITICAL AREA
- - CRITICAL AREA BUFFER
T T TOP OF SLOPE
PRIVATE ACCESS EASEMENT
- - - - - - - PUBLIC ACCESS EASEMENT
UTILITY EASEMENT
STORM EASEMENT
- - - __ _ _ SEWET
R EA
------ WATER EASEMENT
------------ WATER BSBL
BLOCK WALL
KEYSTONE WALL
QE30EQEOB ROCKERY
EX TREES TO BE SA VED
0 0
7qY_ INS * I
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425505
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/06/2023
N
O
TOWNS ON 12TH DATE
1011112023
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
DRAWING NO.
HORIZONTAL CONTROL PLAN C1.22 2.
SHEET: OF:
5 93