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CURB AND GOTTUR
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BEFORE YOU DIG!
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
CB#8t T
(PUBLIC)
701-F.. 12" N-12 ®S=0.73%
STA. 21+07.24, 13.00' RT.
CENTER 12' DRIVEWAY APPROACH
STA. 21+02.41, 28.5(
CB 10, TYPE 1
W SOLID LOCKING LID
RIM=205.10
E=200.68, 12"
(PUBLIC)
STA. 21+60.0. 12.08' RT.
CB 13, TYPE 1
W VANED GRATE
RIM=205.25
IE=201.51, 12"
STA. 21+60.0. 13.00' RT.
END VERT. CURB AND GUTTER
26.50' NEW R/W
13'
-®
13.5' 13'
+� 3' SAW CUT I
-2% - 2%
t ••s �/
5' S I D EWALK
8' LANDSCAPE STRIP
0.50' VERT. CURB
& GUTTER
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.
PARK AVENUE NORTH
STA. 22+67.14 13.00' RT.
BEGIN 5 SIDEWALK
INSTALL TEMP. ADA RAMP
W/TRUNCATED DOMES
(PUBLIC)
STA. 23+30.49. 12.08' RT.
C B 14, TYPE 1
W VANED GRATE
RIM=204.86
IE=202.36, 12"
STA. 23+30.0, 13.00' RT.
END 5 SIDEWALK
INSTALL TEMP. ADA RAMP
W/TRUNCATED DOMES
A R=35.00' L=55.55'
DELTA=90056'17" LOT DRAINAGE - SEE SHEET 8 PROJECT SHALL COMPLY WITH CITY OF RENTON'S
STA. 10+48.79, 13.00' LT.
PC 203 68 NORTH 28 TRENCH RESTORATION AND OVERLAY REQUIREMENTS.
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CURB AND GOTTUR
' ....
BEFORE YOU DIG!
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
CB#8t T
(PUBLIC)
701-F.. 12" N-12 ®S=0.73%
STA. 21+07.24, 13.00' RT.
CENTER 12' DRIVEWAY APPROACH
STA. 21+02.41, 28.5(
CB 10, TYPE 1
W SOLID LOCKING LID
RIM=205.10
E=200.68, 12"
(PUBLIC)
STA. 21+60.0. 12.08' RT.
CB 13, TYPE 1
W VANED GRATE
RIM=205.25
IE=201.51, 12"
STA. 21+60.0. 13.00' RT.
END VERT. CURB AND GUTTER
26.50' NEW R/W
13'
-®
13.5' 13'
+� 3' SAW CUT I
-2% - 2%
t ••s �/
5' S I D EWALK
8' LANDSCAPE STRIP
0.50' VERT. CURB
& GUTTER
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.
PARK AVENUE NORTH
STA. 22+67.14 13.00' RT.
BEGIN 5 SIDEWALK
INSTALL TEMP. ADA RAMP
W/TRUNCATED DOMES
(PUBLIC)
STA. 23+30.49. 12.08' RT.
C B 14, TYPE 1
W VANED GRATE
RIM=204.86
IE=202.36, 12"
STA. 23+30.0, 13.00' RT.
END 5 SIDEWALK
INSTALL TEMP. ADA RAMP
W/TRUNCATED DOMES
A R=35.00' L=55.55'
DELTA=90056'17" LOT DRAINAGE - SEE SHEET 8 PROJECT SHALL COMPLY WITH CITY OF RENTON'S
STA. 10+48.79, 13.00' LT.
PC 203 68 NORTH 28 TRENCH RESTORATION AND OVERLAY REQUIREMENTS.
—
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SURVEYED: SCALE:
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
RECOMMENDED FOR APPROVAL
By= Date:'���''S"
By: Date:
By: Date:
By: Date:
LANKTREE SURVEYINGMOD ' 'LR
CITY 0FNANTUCKET SHORT PLAT
DESIGNED:
SCALE I�RIzoNrAL"�° '� '�' D.L. OFFE, P.E. RENTON NANTUCKET AVENUE, LLC
DRAWN: .L. OFFE, P.E. ONE INCHDATU M - PARK AVENUE NORTH PLAN & PROFILE
CHECKED: AT FULL SCALE Planning/Building/Public works Dept.
IF NOT ONE INCH 2820 PARK AVENUE NORTH
REVISION BY DATE AP P R APPROVED: SCALE ACCORDMIGLY
Q -3S.300 7
07/01/2015
FIEUXXM:
PAGE:
DRAWING NO:
SHS- 7 M 20
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:PARK'AVENUE N0F�TH21+0022+00 383007 23+00
SURVEYED: SCALE:
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
RECOMMENDED FOR APPROVAL
By= Date:'���''S"
By: Date:
By: Date:
By: Date:
LANKTREE SURVEYINGMOD ' 'LR
CITY 0FNANTUCKET SHORT PLAT
DESIGNED:
SCALE I�RIzoNrAL"�° '� '�' D.L. OFFE, P.E. RENTON NANTUCKET AVENUE, LLC
DRAWN: .L. OFFE, P.E. ONE INCHDATU M - PARK AVENUE NORTH PLAN & PROFILE
CHECKED: AT FULL SCALE Planning/Building/Public works Dept.
IF NOT ONE INCH 2820 PARK AVENUE NORTH
REVISION BY DATE AP P R APPROVED: SCALE ACCORDMIGLY
Q -3S.300 7
07/01/2015
FIEUXXM:
PAGE:
DRAWING NO:
SHS- 7 M 20