HomeMy WebLinkAboutR-417910SEE SHEET C1.32
'
O
i
13. L T
13f 01.25,
Q26.50'
L T
a
W
25'
'
0
I 17
I
�X
CEMENT CONCRETE CURB
I
°v '
PER C.O.R. STD PLAN 101
SEE SHEET C4.36 (TYP)
0
CEMENT CONCRETE SIDEWALK
PER C. O.R. STD PLAN 102
QSEE
SHEET C4.36 (TYP)
I
I
o
�
O
a
b
OFFS/TE
TREE (TYP)
\ v
CL
PROPERTY
\
LINE (TYP)
EX SHED
(APPROX o
0CA [ION)
26'f
EX GARAGE
(APPROX
10 CA TION) \
' 92f 02.51,
16.00' L T
I 91*90.31,
14.22' LT
� I
_ \ 98+00
92f 00
W
Qo I -
W�
W
1
\ 10
\ 9 I 2, 938E SF
\ \ 2, 884E SF
— n
2,5611 SF
SEE ALLEY 1
SECTION,
SHEET C3.31
I�
13
2,5611 SF
14 II2, 686E SF I
II II
TR. if �+ 2, 956E SF \ \ I I a F
'a.
V \ °' V v 6 .q I •ate, V.'. •.4• vA ❑
3,175 fSF 2,629E SF \ \ 34 29 35, 0 35' 26'
12*44.80, 13.00' RT
34 _ ALLEY-1 aQ
12+35.23, 10.70 RT 33 0
12f20.47, 7.00' RT : a
12f 04.81, ROAD A = •. O — -
30f00.00, ALLEY 1 . 1 4 35 a < 35' 51' —
I 12f 04.68, 7.00' RT 2$'
00 � � I
DRIVEW,4 Y PER C.O.R. 31+-- / 3 I 4
STD. DTL. 104.3, \ \ 2, 668E SF 2,275E SF 5
TYPE RIB (TYP) 2 2, 275E7 T
SF 6
2, 716E SF \ I 3, 203E SF
� I ►I
2,429E SF \ I \
11f89.43, 7.00' RT \ 6,
/ 11 f 78.71, 10.08' RT INSTALL 2 MAX/FORCE'S
COLLAPSIBLE STANDARD STYLE SEE VAUL T ACCESS
6''' 11 f 68.44, 13.00' R ROAD SECTION,
'd PROPOSED 10' WRENCH OPERATED BOLLARDS I
UTILITY ESMT (TYP) (MODEL 1MCSW-SS3-EZ) AL SHEET C4.35 — I PROPOSED BSBL (TYP) ,
° ° \
. v
4 35 ,
35 v 36' �/
a 6i , •\ ,
TR. J , 5 ° a ° ,
.50
2,246 fsF VAUL T ACCESS RD
R,2p, lb 12 71+00—
�� 11 f 43. �-7,13. 00 RT 71 * 98. 49, 0.00 /
11 f33. 64,-,10. 04 T ° �Di — - 6�' END ROAD /
EX TREE ' ° / �C� 2 �►
TO BE SAI/ED
(TYP) o . , / 70f88.50, VAULT ACCESS ROAD =
PROPOSED 80+00.00, VAULT ACCESS A I
STREET LIGHT ao, ° : wort / / 44' �,25 ,
(TYP)
PROPOSED h 11 f24. 64, ° � 1$ 11 * 07.37, 7. 00' RT N TRA CT D (A CCESS) (STORMRj OPEN SPACE)
' 7. 06' RT 11 f 0k 3, ROAD A = 10, 395 fSF / / 2 g14"
10 UTILITY ESMT � 4, 754 fSF
(T) ��, a ' 11+09.03, 121+45. 2, NC%4TH VAUL T ACCES ROAD
1300 L T 11 f 07 4'OAD A = -4 SEE VAUL T ACCESS
7 ;,AUL T ACCESS ROA 20' ROAD A SECTION,
SECT/ON, SHEET CAJ5
TR91 CT A SHEET C3. 31 �\ � a Xo 10f 95. 33, 20' a
(STORM/iPEN SPACE) 7. 00' RT
2 FIXED BOLLARS AND • �`' a /P 8Of51.34, 0.00' b
15,.389 fSF 2 REMOVABLE WOODEN BOLLARDS —10f87.13, 9.49 RT END ROAD a
(LOCATED IN THE MIDDLE) - 10f75.91, 1300' RT
PER C.O.R. STD SOTL H021 SHEET C342 - 10f69.29, 13.00' RT
8'
v,
15
3, 604E SF I
s ,
A.
o
-- d -- --r -
--33f41.73, 0.00'
END ROAD
� II
16
4, 062E SF
15' STRUCTURE SETBACK
FROM SENSITIVE AREA.
SEE WETLAND MITIGATION
PLAN.
PROPERTY
LINE (TYP)
► 5' W/DE CONCRETE WALKWAY
PER SECTION SHOWN ON SHEET
I I C3 31 (TYP)
15, o
SETBACK
I I 15' STRUCTURE SETBACK
FROM SENSI77Vf- AREA.
I SEE WETLAND MITIGATION PLAN.
STAIRS SHALL BE CONSTRUCTED PER THE
J CURRENT INTERNATIONAL BUILDING CODE.
/ SEPARATE BUILDING PERMIT REQUIRED.
n
/ O
/ 0
TRACT 6 '�•
l •' (NGPA) ' \
25,517 fSF •'\
1000, IF" '\
'� _.._.._.. ROW .._.._
DEDICATION _
72'
•—10158.07, 9.49' RT
k�,-10f49.87, 7.00' RT —
12 \ a ��10145.12, 7.00' RT ° 0 96+v
NORTH VAULTACCESS ROAD I—6`5'36" N 31<Q
SEE NORTH VAUL T ACCESS °.=1.59 �� �_ 22 /
'a o
ROAD SECT/ON, SHEET C4.35 7 10 8' `.
PROPOSED STREETa I
121 ' LIGHT (TYP)
v h 'I"
00
SEE LINCOLN A Vf NE
SHEET C3.31
`(EYMAP
L/NCOLN AtlE NE
10f 00.62, ROAD A = /
99f00 100*00.00, LINCOLN AVE NEo 100+00 _
LEGEND � —
RIGHT OF WA Y LINE
PROPERTY LINE
---------- SETBACK LINE
LOT LINE
OBOBOBO ROCKERY RETAINING WALL
REDI-ROCK RETAINING WALL
O 0 EX TREES TO BE SA VED
96f00
90f00
— �— —�x N
LINCOLNA VE NE
— w
1 1 CONSTRUCTION RECORD DRAWINGS
CS •►
SCALE: 1" = 20'
0 10 20 40
m
91f00 Q W
WV
I rW
M E M 2/ 13/24 H H H SURVEYED: SCALE:
LENN R. SPRAGUE P.L.S.
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOOR�pE ONE INCH
CHECKEDHOLL/ HEA VRIN IFAT FULL S
NOT ONEC NCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
ROLL/ H. HEA VR/N P. E.
ROW DED/CA T/ON
4,296 fSF
194'
PROPERTY
LINE (TYP)
ASBU/LT NOTE �
THE ASBUIL T INFORMA 17ON DEPICTED ON THESE
PLANS /S BASED UPON FIELD SURVf-Y
INFORMATION PRO VDED BY CORE DESIGN AND
SUPPLEMENTED BY SITE CONTRACTOR,
GOODFELLOW BROTHERS, ON JANUARY 297H,
2024. GOODFELLOW BROTHERS INDICATES THAT
THE DATA PROVIDED TO CORE DESIGN
ACCURATEL Y REPRESENTS FIELD CONDITIONS ON
THE DATE OF THEIR SURVEY. CORE DESIGN HAS
REVIEWED THE INFORMATION PROVIDED FOR
GENERAL CONFORMANCE WITH THE DESIGN
CONCEPT, AND TO THE BEST OF OUR
KNOWLEDGE THE /NFORMA 17ON /S /N
ACCORDANCE WITH THE OBSERVED FIELD
CONDITIONS.
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
VERTICAL: NAVD 1988
CITY 0 F
HORIZONTAL-NAD 1983/183/1991
%R
RENTON
DATUM
Planning/Building/Public Works Dept.
/GHT-OF_y'gY
M'J
I
v
W W
TW M
r\^ O
v, O
W�
rW^X-1
Qk
2/13/24 R-417 910
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CANOPY
4196 LINCOLN AVE NE, RENTON, WA 98056
SITE PLAN
O
DATE:
211JI24 Q
FIELDBOOK:
PAGE:
DRAWING NO:
C1.31
SHEET: OF:
10 107
CONSTRUCT/ON RECORD DRA WINGS