HomeMy WebLinkAboutR-390708NOTE:
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DEDICATED AS PUBLIC R/W
1 1 5 1
1 14.5' 15.5'
15'
72% MAX. 2%
5' SIDEWALK PER-/
C.O.R. STD. PLAN 102
8' LANDSCAPE STRIP
VERTICAL CURB 8c GUTTER
PER C.O.R. STD PLAN 101
A PORTION OF THE SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
THICKENED EDGE
4" 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 6th STREET ROAD SECTION
SECTION E-E, LOOKING WEST
FD MIC
CONC MON W/BRASS DISC
DN 0.3'
51 LF. 12" D.I.@S=1.05%
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CURB RETURN TABLE
R=25.00'
C2
L=38.64'
0=88°33'47"
PC=13+ 13.91,
13.00' LT.
TBC=455.95
DELTA/2
TBC=456.15
PT=23+07.20,
10.50' RT.
TBC=456.35
R=25.00'
C3 L=39.93'
0=91 °30' 16"
PC=32+75.80,
23.86' RT.
TBC=461.53
DELTA/2
TBC=461.70
PT=20+50.04,
20.50' RT.
TBC=460.95
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DEDICATED PUBLIC R/W
WIDTH VARIES
(SOUTH)
WIDTH VARIES
VARIES _j_ VARIES
2% MAX.
5' SIDEWALK PER
C.O.R. STD. PLAN 102
8' LANDSCAPE STRIP /
VERTICAL CURB & GUTTER J
PER C.O.R. STD PLAN 101
STA. 20+00.00, NE 6th STREET
STA. 33+22.58, HOQUTAM AVENUE NE
IE=459.69
xa6 CONNECT TO EXISTING
° W/ROMEX COUPLING
R=10.00'
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1 26.01 '
(NORTH)
21.0' R/W
1 6'
14' ASPHALT
2% (EXISTING)
SAW CUT LINE
4" 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 6th STREET ROAD SECTION
SECTION D-D, LOOKING WEST
�4 CB#7, TYPE 1
RIM=457.88
IE=454.47, 12"(E)
(PUBLIC)
THICKENED EDGE xt�,
B C eFS88°21'18"E F (C)
21 +00 j N88°20'35"W (L )
- - - - _ _ _ _ _ _PROPERTY LINE
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PROPOSED 8" W.M. ��•
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AS
PUBLIC R/W
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STA. 23+08.38, NE 6th STREET
=1NT'X ILWACO AVENUE NE AIM=455
r 1 0" PEP N=451
EX. ADA RAMP
0 123LF., 12" SD@S=1 .28% Ss —
(PU (PUBLIC)
RIM=456.03
LUM 8" CONC N/SE
❑EF„ D CTR CHAN=4
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NE 6th STREET
�61
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PROPERTY LINE
C3 4NC PIPE r <
o--459. 38 A
E 0
BEGIN DEPRESSED BACK OF CURB 1
END DRPRESSED BACK OF CURB STREET LIGHTS (TYPICAL) i
-s
30.
CONNECT TO EX. CMP
PIPE
W/ROMEX COUPLING
SEE STREET LIGHTING PLANS
STA. 21 +85.26, 20.50' RT.
VERTICAL GRADE BREAK
@VERT. CURB AND GUTTER
GRADING ADA
RAMP SE CORNER
NE 6TH STREET
& HOQUTAM AVENUE NE
SCALE:
1 "=5'
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SEE RAMP ENLARGEMENT
SHEET #13
STA. 22+02.09, 20.50' RT.
HORIZ. ANGLE POINT
@VERT. CURB AND GUTTER
IP BACK OF CUR
BC) ELEVATIONS
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
CONSTRUCTION NOTES
OA INSTALL 16' DRIVEWAY APPROACH R1 B
PER STD. PLAN # 104.3
OINSTALL STREET SIGN PER DWG. NAME G013 ABOVE "STOP SIGN"
STREET NAMES "NE 6th STREET" AND "HOQUTAM AVE. NE"
OC INSTALL MUTCD R1-1 "STOP" SIGN W/16" THERMOPLASTIC
STOP BAR. STOP BAR EAST OF SIGN.
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
NOTE: ALL GRADING NE 6TH STREET
HALF STREET FRONTAGE SHALL BE
COMPLETED ON SITE.
CB#6, TYPE 1 A4
RIM=455.85
IE=452.90, 12 W)
IE=452.88, 12" SE)
(PUBLIC)
IE io urtr
IE 18" CPEP N=449.52
,EX. ADA RAMP
NE 6th STREET
-- Q_
C 2� Ln
o n
STA. 13+48.47, ILWACO PLACE NE
STA. 23+44.32, NE 6th STREET
7
CIO: 4 obh EX. ADA RAMP
ill
SEE SHEET 6
STA. 23+02.20, 10.50' RT.
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HORIZ. ANGLE POINT
.° @VERT. CURB AND GUTTER
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PROFILE EXISTING
- - - - _ -------
@ PROPERTY LINE :(N)
PROFILE TBC
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460
% ' - -
- - = - =2.31 7
- -
(TOP
BACK OF CURB)
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STREET
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HORIZONTAL SCALE: 1 =2:0
00001�
1� ••
C B 6 TYPE
1
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RIM=455.85
20
00
VERTICAL SCALE:
1 "=5'
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IE=452.90,
12::m
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IE=452.88,
12 )
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21 +00
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22+00
(PUBLIC):
23+00
ENGINEERS �y°F As °P� / / SUI7VEYED: SCALE: VERTICAL; NAVD ,988
OFFE
° P`� W ly N 5 INDICATE DEDICATION OF PUBLIC ROW D.L.O. 04 a4 1 HORIZONTAL: NAD 1983/1991
A�> 4 AS-BUILTS D.L.O. 12/18/18 DESIGNED: O CITY OF
13932 SOUTHEAST 159TH PLACE - 3 SIDEWALK RE -ALIGNMENT FOR EX. TREE D.L.O. 7/12/18 D.L. OFFE, P.E. '- RENTON
RENTON, WASHINGTON 98058 ° ° ° 2 FIELD CONDITIONS W/EX. W.M. CONFLICT D.L.O. 3/05/18 DRAWN: •
PHONE: 425-260-3412 ��°°.p 27460 ° ONE INCH DATU M
��c/STE����,� 1 EXISTING TREE REMOVED IN FIELD D.L.O. 1/15/18 CHECKED: IFAT FULL
NOT ONECINCH Planning/Building/Public Works Dept.
CONTACT: DARRELL OFFE, P.E. N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
04/04/2019
44 AS -BUILT 12-12-2018
GRAPHIC SCALE
0 10 20 40
1 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
VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY TERRANE SURVEYING, INC.,
ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE
WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED
PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED.
RECORD DRAWINGS R-390708
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DATE: O
MEAD SHORT PLAT 04/04/2019 =
TUSCANY CONSTRUCTION, LLC OK:
PAGE:
NE 6th STREET PAGE:
DRAWING NO:
522 HOQUTAM AVENUE NE W
RENTON, WASHINGTON SHEET: Q GF:20