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PROJECT INFORMATION - VOYAGER WEST - 32ND
ZONING DISTRICT: R - 8
PROPERTY OWNER: 32ND ST. DEVELOPMENT LLC
PARCEL NUMBER: 3342101555
LOT AREA: 5,100 SF.
MAXIMUM STRUCTURE HIEGHT: 24 FT. ACTUAL (PALTE)
30 FT. MAX OVERALL.
LEGAL DESCRIPTION:
HILLMANS LK WN GARDEN OF EDEN #1
PLAT BLOCK: 15
pLAT LOT: 11
CONSTRUCTION NOTES
Type Mark Keynote
PROPOSED
TRAFFIC
CONCRETE CURB LANDSCAPE
C
AND GUTTER PER
COR STD. PLAN
101 AND 103
VERTICAL
SAWCUT &
MATCH EX.
GRADE
2%
7" HMA CL 1/2" PG 58H-22
6" CRUSHED
RESURFACING TOP
COURSE (CSTC) 2" BARK OR WOOD
CHIP MULCH
12" TOP SOIL TYPE A
TYP. ROW CROSS SECTION A - A
1 : 40
1
NEW AND EXISTING UTILITIES FROM POWER POLE ARE REQUIRED TO BE
UNDERGROUND TO HOUSE - COORDINATE WITH THE CITY AND UTILITY COMPANIES.
EXISTING SEWER STUB TO BE USED. EXISTING SEWER STUB TO BE CCTV'D BY
2
APPLICANT AND PROVIDED TO THE CITY FOR REVIEW. IF EXISTING STUB IS NOT
PROPOSED FOR RE -USE OR IF CCTV VIDEO FINDS IT IS NOT RE -USABLE, THEN THE
EXISTING STUB SHALL BE REMOVED AND CAPPED AT THE MAIN. SEWER LINE IN THE
PRIVATE PROPERTY SHALL HAVE A SURFACE CLEANOUT WITH A CAST IRON RING AND
COVER. CLEANOUT TO BE CENTERED IN A 2' X 2' CONCRETE PAD. CONCRETE PAD TO
BE 8" IN DEPTH. REFER TO COR STD. PLAN 406.1
NEW 1" WATER LINE TO BE RAN TO THE PROPERTY PER COR STD. DETAIL 320.1
3
4
ASPHALT TRANSITION FROM SIDEWALK TO EX. GRADE @ MAX 8 PERCENT - PROVIDE
TEMPORARY HMAC RAMP FOR ACCESS.
5
NEW 5' CEMENT CONCRETE SIDEWALK PER STD. PLAN 102.0
6
NEW CEMENT CONCRETE CURB AND GUTTER PER STD. PLAN 101.0
7
3' MIN. SAWCUT (FROM FACE OF CURB) & MATCH EXISTING GRADE. PAVEMENT PATCH
PER CITY STANDARDS - PER COR STD. PLAN 103.0
8
CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE R1 B SEE DETAIL - STANDARD PLAN
104.3
9
INSTALL NEW STREET TREES PER RMC 4-4-070 REFER TO BUILDING SITE PLAN FOR
SPECIES.
10
PROPOSED LOCATION OF WATER METER
8
CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE R1 B SEE DETAIL - STANDARD PLAN
104.3
YID ITEM C. UDESSIDENDLLI(RNAPSI___. -. I
r_ fi'AIN -- VItRIES IEEE NDIE IL -
(SEE NOTE S, t I (SEE Note fi)
17 LF OF PAVED I
I I
DRIVEWAY REOU°1ED
18 EXPANSON XJMIT (TYP 1
(SEE Sip PLAN 1321
I`
r CE
/ CO
SE
IJ
SCF tK.'1F 5
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rl
ZI
ENl
CRETE
:WALK
SEE NOTE 1 - J
CEMENT CONCRETE
IW.V Wit" Im 1V
B
CURY A GurrER
SLOPE (IYP.17'
'SEE NOTE 71
W CONTIIAGTION JDYJT (IYPI
(SEE STD. PLAN in
PLAN VIEW
VARIES
jSE�
STG Wk SEE NOTE/1VIP1
L I
fi' t1'M
G' MRI
fi' LYN
DEPRESSED CW A GVTTER
SILENT CONCRETE
SIDEWALK
EXPAbSION zOtNT (TYP I
PLAN 102
IEEE NOTE )I
\
- SECTION A
"me S.
'12 R(rYrl
YDfiVIMXy�mMJ
t'\ DIFFERENCE IN SLOPE MAX -DR -
NE*AY VO4 TIVE SLOPE ISLOPE SHOWN EXAGrARATEDI 167.
�� ki �
`� oRrvEWArT Y.� Ci�l
DRIVEWAY W RELATIVE
NEGATIVE SLOPE (SLOPL-
SHOWN EXAGGERATED
CEMENT
CONCRETE
SIDEWALK
i
TYPE R 1 B - ISOMETRIC VIEW
(RESIDENTIAL WITH BUFFER)
CEMENT CONCRETE
CURS S GUTTER
ISEE NOTE 31
♦`� Y O
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
DEPARTMENT ENTRANCE - TYPE R1 B
For NOTES STO PLAN 104.2
STD. PLAN - 104.3
PRCWFD r
Gregg Zimmerman, Public Works Administrator
NOTE:
ALL GRADING WORK WILL BE DONE ON
SITE.
CURB
PLANTER SIDEWALK
EQ � I � EQ
PROPOSED
STREET
TREE
1.5% MAX. 1.5% MAX.
z
PROPOSED 4" CEMENT
CONCRETE SIDEWALK
PER COR STD. PLAN 102
6" CRUSHED
RESURFACING TOP
COURSE (CSTC)
ALL TRENCH RESTORATION AND STREET OVERLAY TO
FOLLOW THE CITY OF RENTON "TRENCH RESTORATION AND
STREET OVERLAY REQUIREMENTS" GUIDELINES.
TREE SPECIES
AMERICAN LINDEN
(TILIA AMERICANA)
- FROM PAGE 16 OF 16 OF THE CITY OF
RENTON APPRVED STREET TREE LIST
CONTRACTOR SHALL INSTALL CONDUIT FOR
UNDERGROUND OF EXISTING OVERHEAD
POWER/TELECOM AND OTHER UTILITIES TO THE
PROPERTY.
A NEW 1" WATER SERVICE SHALL BE INSTALLED FROM
EXISTING WATER MAIN ON 32ND ST N. BY CITY FORCES
THE SERVICE WILL RUN TO A NEW 1" WATER METER
LOCATED IN THE APPROXIMATE LOCATION NOTATED BY
CALLOUT 10. A SEPARATE PERMIT WILL BE REQUIRED
FOR THIS SCOPE OF WORK. IT WILL BE PREPARED BY
CITY STAFF UPON BUILDING PERMIT APPROVAL.
IF A PRESSURE REDUCING VALVE IS NCESSARY (PRV).
THE PRV WILL BE INSTALLED INSIDE THE GARAGE OF THE
NEW HOUSE.
ALL TRENCHING AND PAVEMENT CUTS BE BE MADE IN
ORDER TO RUN THIS WATER LINE WILL BE COMPLIANT
WITH THE CITY OF RENTON TRENCH RESTORATION AND
OVERLAY REQUIREMENTS.
CB - 4 - COR - (PUBLIC)
NEW - TYPE 1 VANED GRATE
STA: 0+ 8, 11.66' RT
RIM: 123.00
IE (E): 120.38
IE (S): 120.20
0+00
CB - 5 - COR - (PUBLIC)
NEW - TYPE 1 VANED GRATE
STA: 0 + 8, 13.83' RT -
RIM: 123.00
IE (E): 12015
EX - IE (W): 120.00
EX. 12" CONCRETE PIPE
BOC:124.0
OC: 124.50
50'
5
I�
4.5
SIDE SEWER 124.75 0
CLEAN OUT
LOCATION
SSS IE/ELEV: 11 . 0
2 SIDE SEWER SHALL BE
INSTALLED PER COR STD.
PLAN 406.2
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-SUBJECTOTY.ER
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VICINITY MAP - FRONTAGE
1" = 1'-011
"It It /"
P A R K W E S T ❑ E S I G N
I
10
3
CONNECT TO EXISTING
SEWWER MAIN. NEW
SEWER STUB SHALL BE
INSTALLED PER COR STD. O
DETAIL 406.1 REF. SHEE 4-
FOR STD. DETAIL.
s
EXISTING SIDE 1 SS IE/ELV: 117.
SEWER STUB CB - 3 - COR - (PU LIC) CB - 1 - COR (PUBLIC)
LOCATION NEW - TYPE 1 VAN D GRATE \CB - 2 - COR - (PUBLIC) NEW TYPE - 1 VANED GRATE
STA: 0+51, 11.66'R NEW - TYPE 1 VANED GRATE STA: 1+08, 11.66'RT
SS IE/ELEV: 110.5 RIM: 126.00cj� RIM: 130.00
IE (W): 123.50 STA: 0+77 11.66'RT IE (W): 126.00 Q
28.00
CL- IE (E): 123.00_ RIM: 1124.8
IE (S): 123.25 -CL IE (W): 124.4 Cn
IE (W): 124.40 CL -4' 1+20 n
BOC:126.0 IE (S): 124.60 Cn 1..�
EX. CITY SEWER SEWER MAIN 8" CON. PIPE @ 3.898% TOC: 126.5 EX. CITY SEWER MAIN 8" C . PIPE @ 3.898% �
1 Uj
U z
1 LO
112" D.I. PIPE @ 7.94 /0 12" D.I. PIPE 4.828% " o O Uj
@ 12 D.I. PIPE@4.054/o O U) 0 5
18'-0" `
EO '
d
8.25, 30.50
°
. a
a in REE TO BE REMOVED-.
° ° a LU z z L.L
N 890 04' 08" W 50.00' ° 130.75
REMOVED aSIDE SEWERREE TO BE
CLEAN OUT
° 416' - 0" I a.
� d _ LOCATION' _ Q Z W
MAX. DRIVEWAY V1 ITH RMC 4.4-0801.3.b d
'l l W CD
a o °° " SS IE/ELEV: 120.01i _ I
PROPOSED `4 \ o I� d d a 4, -
'DRIVEWAY ' �' N u =
0
U) SIDE SEWER SHALL'B a p" _ a z
a co INSTALLED PER COR - O
STD. PLAN 406.2 , I
d d
d LL
N
GARAGE- 03 GARAGE \
FF. ELEV.124.00 FF. ELEV. 128.00
f �A
LO
LO
0
Z 5'-0"
H SYSB f
ROPOSED PROPOSED
HOUSE \ Q HOUSE \
\OOTRPINT a N FOOTRPINT
2185 SF. b 2185 SF.
= ELEV.125 N FF ELEV. 129
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to
to
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GRASS o
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N 890 04' 22" E 50.00' o
2L-
DEVELOPMENT ENGINEERING 0
IL
H H uyn h 01 /23/2025
❑o
Revision Revision Description Revision
Number Date
Revision Schedule
(Client-
1302 N 30TH ST
RENTON WA 98056
Drawn By: Sheet
Date: F 1
Scale:
As indicated
FRONTAGE PLAN
R-432802