HomeMy WebLinkAboutR-371715NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M.
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NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND UTIU11ES IS SHOWN
HAGENSON IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL
DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES
BEFORE COMMENCING WORK. CONTRACTOR AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
LLC AND PRIESERVE ANY AND ALLICHMGHT BE OCCASIONEDBUND RGRIOUND UTILITIES.
Y HIS FALURE TO �Y LOCATE
CONSULTANTS,
CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS
6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS
phone 206 938-6168 fax 206.938-7645 BEFORE YOU DIG
email H.Hagenson@COMCAST.NET
1-800-424-5555
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EXPIRES 11/15/16
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3/16/2015
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REVISED FOR 8 PLANTER
HEH
PVI: 497.5' @ 0+6
L
DESIGNED,
3
ADDED SIGN AT STA 3+27
HEH
?/5/14
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2
REVISED PER CITY 8/16/13 COMMENTS
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3/30/13
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1
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3/1/13
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NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND UTIU11ES IS SHOWN
HAGENSON IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL
DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES
BEFORE COMMENCING WORK. CONTRACTOR AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
LLC AND PRIESERVE ANY AND ALLICHMGHT BE OCCASIONEDBUND RGRIOUND UTILITIES.
Y HIS FALURE TO �Y LOCATE
CONSULTANTS,
CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS
6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS
phone 206 938-6168 fax 206.938-7645 BEFORE YOU DIG
email H.Hagenson@COMCAST.NET
1-800-424-5555
�0 218223 ►��
,cis o'`- G`� `�%
s'
4NAL
EXPIRES 11/15/16
5
AS -BUILT
HEH
3/16/2015
SuR off
4
REVISED FOR 8 PLANTER
HEH
3/19/14
L
DESIGNED,
3
ADDED SIGN AT STA 3+27
HEH
?/5/14
HEH
2
REVISED PER CITY 8/16/13 COMMENTS
HEH
3/30/13
°��" HEH
1
INITIAL PERMIT SUBMITTAL
HEH
3/1/13
CHECKED:
NO.
IHEH
REVISION
BY
DATE APPR
APPROVED:
HEH
( IN FEET )
1 in ch = 20 ft.
VERTICAL DATUM
NAVD 88
BENCHMARK
TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32
ELEV. = 514.98 FT
(WCCS POINT ID NO. 3831 )
80
ROAD NOTES
1. CONSTRUCT ASPHALT PAVEMENT ROADWAY SECTION PER CROSS SECTION DETAIL HEREON
2. CONSTRUCT VERT CONC CURB AND GUTTER PER STD PLAN F001
3. CONSTRUCT 4" CONC. SIDEWALKS PER RENTON STD PLAN F005.1 & F007
4 CONSTRUCT TYPE 4 DRIVEWAYS PER STD PLAN F004.5
5. CONSTRUCT TYPE 3 BARRICADE PER STD PLAN H-018
6. CONSTRUCT TYPE 3C HANDICAP RAMP PER STD PLAN F012.2
7. CONSTRUCT MAILBOX PER STD PLAN H027
8. ALL TRENCH RESTORATION AND OVERLAY REQUIREMENTS SHALL COMPLY WITH THE CITY OF RENTON STANDARDS.
DRIVEWAY TABLE- 16' WIDE DRIVEWAY
STATION
OFFSET
0+82.26
L
0+84.19
R
1+40.88
L
1+70.88
L
1+87.39
R - 20'WIDTH, 20' RADIUS - SEE PLAN
2+49.637
R
2+58.24
L
2+79.67
R
2+88.24
L
CONSTRUCTION NOTES
(DCONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5
QCONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS.
QSEE SHEET C7 FOR STORM SEWER CONSTRUCTION.
(�)CONSTRUCT 16' WIDE CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STANDARD PLAN F004.5
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TYPICAL CROSS SECTION
NOT TO SCALE SE 186TH PL
R-311115
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PER SM PIAN F-001
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CHECK FOR COMPLIANCE TO CITY STANDARDS I
SCALE:
VERTICAL1 =20 Hor�zoNrN.: . NAw NAD 'IM/11114111
»LRCITY a F SE 186TH PLAN & PROFILE
LAKESIDE FAI RWOOD PLAT
MLRENTON
- 18621 - 116TH AVE SE
ONE INCH DATUM
ATFULLSCALE Planning/Building/Public Works Dept. RENTON, WASHINGTON
IF NOT ONE INCH
SCALE ACCORDINGLY LAKESIDE INVESTMENTS, LLC
DATE:
5/1/13
FIELINKM:
PAGE:
DRAWING NO:
C5
SHEET: 5 OF:13
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