HomeMy WebLinkAboutR-4400010
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SITE DATA
SITE ADDRESS: 1607 KENNEWICK AVENUE NE
PARCEL NUMBER: 1828700020
LOT AREA: 6,069 sf (0.14 AC)
DISTURBED AREA: 6,069 sf (0.14 AC)
ZONING:
PROPOSED USE:
SE WER S YS TEM:
WA TER S YS TEM:
ELECTRIC:
GAS:
R-8
SINGLE-FAMILY RESIDENTIAL
CITY OF RENTON (COR)
Cl T Y OF REN TON
PUGET SOUND ENERGY (PSE)
PUGET SOUND ENERGY
SURVEY INFORMATION
LEGAL DESCRIPTION:
LOT 2 OF BOUNDARY LINE ADJUSTMENT RECORDER
UNDER RECORDING NO. 20240216900003;
SITUATE IN THE CITY OF RENTON, COUNTY OF
KING, STATE OF WASHINGTON.
PROJECT TEAM
APPLICANT.
JOE BERNASCONI
JAB DEVELOPMENT
JOE@JABBUILDS. COM
253-740-2119
ENGINEER:
LONE STAR ENGINEERING
RYAN SCHAUBLE, P.E.
(509) 551-6397
R YAN_SCHAUBLE@YAHOO. COM
CONSTRUCTION NOTES
ARCHITECT.•
ARCHITECTS NORTHWEST
8915 142ND A VE NE SUI TE 100
WOODINVILLE, WA 98072
(425) 487-6585
SURVEYOR:
CRONES LAND SURVEYING
23808 190TH AVENUE SE
KEN T, WA 98042
425-432-5930
RANDALL@CRONES. COM
O SA WCUT, REMOVE, AND REPLACE ASPHALT PER CITY OF RENTON
STANDARDS. SEE COR PATCH DETAIL ON SHEET 2.
O 16' WIDE DRIVEWAY PER CITY OF RENTON AND WSDOT STANDARD
DRIVEWAY DETAILS.
REMOVE AND REPLACE CURB AND GUTTER AND SIDEWALK AS
OO NEEDED TO ACCOMMODATE UTILITY CONNECTIONS. SEE COR CURB
AND SIDEWALK DETAILS ON SHEET 2.
O4 10LF PERFORATED STUB OUT CONNECTION PER COR STD. PLAN
263.40 ON SHEET 3.
O5 6" PVC ROOF DRAIN 0.5% SLOPE (TYP.)
19 =10'
STORM MAIN NOTE:
EXISTING CATCH BASIN RIM AND INVERT ELEVATIONS ARE APPROXIMATE AND WERE
NOT OBTAINED BY FIELD SURVEY. ELEVATIONS WERE PROVIDED BY OTHERS AND AR
SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS
AND CONNECTIONS PRIOR TO CONSTRUCTION. CONTACT ENGINEER WITH ANY
DISCREPANCIES.
UNDERGROUND UTILITY NOTE:
UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO
GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE, AND
MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE
CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION
FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE, AND MATERIAL.
THE CON TRA C TOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID
FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON811.COM)
AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION.
z
FOUND CRONES
PK\ NAIL
SET 'R3/22)
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79 o
SEE RIGHT
EXIST. 12" CONC.
STORM MAIN o
EXIST. 8" CONC. j
SEWER MAIN
o
*CONTRACTOR TO INSTALL SILT
FENCE AND/OR OTHER TESC
MEASURES IF NEEDED OR AS
LoT T Np INSTRUCTED BY COR INSPECTOR*
TAX L0030
5' EASEMENT FOR
UNDERGOUND ELECTRIC
SYSTEM
FOUND CRONES
PK NAIL SET
/ \ (03/22)
Ov 26S\ ?66\ — \
— — — — N 89'57'38" E 101.16'( (BEA) — — — —
F
26
/
N 89'57'38" E 101.16� v(BEA)
5' SETBACK LINE
\264'
1 CIVIL CONSTRUCTION PERMIT
N0. REVISION
DECK
LpT T No'
TAX 0pj0
STRUCTURE TABLE
CB#1, TYPE 2-48" (PUBLIC)
QIM=265. 7±
EXIST. IE(12" CONC N,S)=260.8± (VERIFY;
'VEW IE(8" PVC W)=261.9±
SEE COR STD. DET. 201 ON SHT. 3
CB#2, TYPE 1(PRIVATE)
QIM=265.8±
'E(8" PVC E)=262±
'E(6" PERF. W)=262.17±
SEE COR STD. DET. 200 ON SHT. 3
SURVEYED: DESIGNED: RAS
DRAWN: RAS
RAS 3111126 CHECKED: RAS
BY DATE APPR APPROVED:
SCALE:
1 "=10'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
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EXIST. 12 CO C.
STORM PIPE
' 1.467, SLOPE
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1 LF ,8' P VC PIPE
' 11 % SLOPE
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INSTALL CA TCH BASIN
INSERT ON DOWNSTREAM
CBS ER DET. ON SH T. 2.
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SEE RIGHT
• C TY 0F
RENTON
•
Planning/Building/Public Works Dept.
-,�EXIST. CB (ID 135200)
RIM= 66.4±
1 E 1 Z' E S= 262.3±
SEE TORM MAIN NOTE
0
SEWER MANHOLE
RIM=266.43'
N 10'CONC. IE=254.03'
S 10'CONC. IE=253.93'
SEE LEFT
SEE LEFT
I
coclI EXIST. CB (ID 135202)
RIM=26 .9±
IE (12" . W)=258.9±
I
SEE STO M MAIN NOTE
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SEWER MANHOLE
RIM=264.80'
N 10"CONC. IF=251.70'
E 10"CONC. IE=251.70'
R-440001
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
E
VELOPMENT ENGINEERING Orurface Water Enginering
HBray 03/26/2026 jfarah 03/27/2026 '
DATE:
160 7 KENNEWICK A VE NE FIELD600K
PAGE:
STORM DRAINAGE PLAN DRAWING NO:
C1.00
SHEET: 1 OF: ^
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