HomeMy WebLinkAboutR-390707NOTE:
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VERTICAL CURB & GUTTEF
PER C.O.R. STD PLAN 10
0
STA. 40+00.0, TRACT B
@ PROPERTY LINE
A PORTION OF THE SE 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
PUBLIC ALLEY
20'
DEDICATED AS PUBLIC R/W
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L4"MIN. CLASS "B" ASPHALTIC CONCRETE
PAVEMENT- 2-2" LIFTS REQUIRED
6"MIN. CRUSHED SURFACING TOP COURSE
CRUSHED SURFACING BASE COURSE TO BE
DETERMINED BY FIELD CONDITIONS
TRACT B ROAD SECTION
SECTION B-B, LOOKING WEST
40 CB 10 TYPE 1
W SOLID LOCKING LID
RIM=455.75
IE=451.35, 6"�W)
GRADING ADA RAMP NORTH SIDE/WEST END
NE 5th PLACE
(NORTH)
26.5' R/W
A 13.0'
DEDICATED R/W
13.5'
2% MAX.
5 SIDEWALK PER
C.O.R. STD. PLAN 102
8' LANDSCAPE STRIP
13.5'
EXISTING R/W
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(SOUTH)
21.0' R/W
13' I 16'
6 I 2651 ASPHALT
2%(EXI I TING)
VERTICAL CURB & GUTTER J\\\�4
NEW SAW CUT LINE
PER C.O.R. STD PLAN 101 " MIN. CLASS "B" ASPHALTIC CONCRETE
PAVEMENT- 2-2" LIFTS REQUIRED
6"MIN. CRUSHED SURFACING TOP COURSE
CRUSHED SURFACING BASE COURSE TO BE
DETERMINED BY FIELD CONDITIONS BY
GEOTECHNICAL ENGINEER.
NE 5th PLACE ROAD SECTION
SECTION C- C, LOOKING EAST
m BEGIN VERTICAL CURB,
GUTTER AND SIDEWALK
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 811
NOTES
44 26LF., 12" SD@S=1.96%
BO INSTALL 20' DRIVEWAY APPROACH R1 B
PER STD. PLAN #104.3
4 CO 6LF., 12" SD@S=51.83%
ALL CATCH BASIN GRATES SHALL BE RECTANGULAR VANED
GRATES PER C.O.R. STD. PLAN 204.20 UNLESS OTHERWISE
SPECIFIED.
NOTE: GRIND AND OVERLAY
LIMITS AND TRENCH RESTORATION
SHALL BE PER C.O.R. STD.
PLANS H-032 AND H-032.1
CURB RETURN TABLE
aR=25.00'
C 1 L _39.88'
=88'36t32't
PC=33+05.22, 13.00' LT.
TBC=457.02
Q STA. 31 +66.40, 26.5' LT. STREET LIGHTS TYPICAL Q ` SEE SHEET 6 DELTA/2
F TBC=458.34 SEE STREET LIGHTING PLANS FL=455.85
�, O] IE=451.15, 12 (S) ,� SEE SHEET 7 ~ 1 00 PT=10+38.93, 13.00 LT.
O,L S (PRIVATE) ` N I `� I + TBC=455.70
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xkh� b----`--I----------------------------- -- --- �� k W m h oP ®� P o Eby C1 ° I� Q LLJ A k/ ��755 6" PRIVATE STORM LINE xk \6I o U k Q F ° r F� • ° I U EX. ADA RAMP
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PUBLIC ALLEY (R/W) 41+00
1.25%
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BEGIN VERTICAL CURB
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10' PRIVATE STORM ��� ��� �� ° 8" CONC E/w REMOVE EX..I BS=1.00%
DRAINAGE EASEMENT �,� I CTR CHAN-449.75 USE 12" COUPLING TO
SEE SHEET 7 CONNECT TO EXISTING
(PUBLIC)
CB 9 TYPE 1 4
RIM=455.41 REMOVE EXISTING INLET
END TOP OF CURB IE=450.64, 12 N
AT BACK OF SIDEWALK IE=450.66, 12 S
TOP BACK OF CURB (PUBLIC)
/(TBC) ELEVATIONS TOP BACK OF CURB
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PROFILE EXISTING
CENTERLINE PROFILE TBC
OP BACK OF:CURB
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HORIZONTAL SCALE: 1
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40+00
VERTICAL SCALE: 1 "=5': 41 +00
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OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
WASyo��'C�'
5
4
° 2
�O 27460 O 1
�Fss �NAL�STE����\
04/04/2019 N0.
(TBC) ELEVATIONS
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PERPENDICULAR CURB RAMP
m 11 PER WSDOT STD. PLAN F-40.15-02
— - — -� RAMP ENLARGEMENT SEE SHEET 6
INL
RIM=456.18
IE 12" CPEP
IE 12" CPEP CB 8, TYPE 1 40
RIM=456.36
IE=453.42, 12"-S
(PUBLIC)
STA. 10+00.0, ILWACO PLACE NE
STA. 33+44.15, NE 5th PLACE
a_ z� AS -BUILT 12-12-2018
GRAPHIC SCALE
0 10 20 40
I inch = 20 feet
CONSTRUCTION RECORD DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED
BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED
INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD
460.......:.............. :............... :.............. .. .. .. .. .. 460 VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY TERRANE SURVEYING, INC.,
PROFILE EXISTING PROFILE TBC ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE
CENTERLINE
(TOP BACK OF CURB) w WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED
z w PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED.
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HORIZONTAL SCALE: 1 "=20' 4
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32+00 VERTICAL SCALE: 1"=5' 33+00
N
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INDICATE DEDICATION OF PUBLIC ROW
AS-BUILTS
SIDEWALK RE -ALIGNMENT FOR EX. TREE
FIELD CONDITIONS W/EX. W.M. CONFLICT
EXISTING TREE REMOVED IN FIELD
D . L. O. 04/04/ 19 SURVEYED: SCALE: D 1 VERTICAL: NAV988 •
D.L.O. 12/18/18 HORIZONTAL: NAD 1983/1991 CITY OF
DESIGNED: R
D.L.O. 7/12/18 D.L. OFFE, P.E. RENTON
D.L.O. 3/05/18 DRAWN:VZOF
ONE INCH DATU M •
D.L.O. 1/15/18 CHECKED:
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
RECORD DRAWINGS R-390707
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DATE: 0
MEAD SHORT PLAT o�/04/2019 =
TUSCANY CONSTRUCTION, LLC ()
PAGE:
NE 5th PLACE / PUBLIC ALLEY DRAWING NO:
522 HOQUTAM AVENUE NE W
RENTON, WASHINGTON SHEET:7 GF:20