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5' SIDEWALK
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.
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CAS 811 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
(PUBLIC)
CB#8. TYPE 1 -L
RIM=203.02
IE=200.37, 12"(NE)-DI
IE=200.37, 12"(SW)-DI
IE=200.97, 4"(N)-PVC
27LF., 12" D.I.@S=1.89%
(PUBLIC)
(PUBLIC) Ri
CB 9 TYPE 1 iE 195.01'
RIM=202.76 IF 195.11'
IE=199.86, 12"(NE)-DI
IE=199.86, 12" SW) -DI
SIGN
PEDESTF
WARN
CT17C�T -
60LF., 12" D.I.@S=10.33%
(PUBLIC)
9LF., 12" CPP@S=0.56%
(PUBLIC)
IE=199.97
SEE VAULT LAYOUT
SHEET 10 FF--
SEE SHEET 7
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(PUBLIC) c0�G CA M�>�au E
CB#9A, TYPE 1
RIM=195.51 (9-10-1
IE=193.66, 12(NE)-DI
IE=193.46, 12"(SW)-CPP 15LF 12" CPP
., - F6
@S=7.80%, (PUBLIC)
IE=192.29, 12"
(PUBLIC)
CB#7, TYPE 2-48"
RIM=206.22
IE=200.02, 12" W)-CPP
IE=200.02, 12" S)-CPP
LOT DRAINAGE — SEE SHEET 8
68LF., 12" CPP@S=0.85%
(PUBLIC)
LOT 3
k9 .110
(PUBLIC) ti3Oti" +ti0 a LOB 4 SEE ENLARGEMENT
CB#6, CURB INLET + +,� + SHEET 5
RIM=203.95
IE=200.60, 12"(N)-CPP
CAS 811 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
(PUBLIC)
CB#8. TYPE 1 -L
RIM=203.02
IE=200.37, 12"(NE)-DI
IE=200.37, 12"(SW)-DI
IE=200.97, 4"(N)-PVC
27LF., 12" D.I.@S=1.89%
(PUBLIC)
(PUBLIC) Ri
CB 9 TYPE 1 iE 195.01'
RIM=202.76 IF 195.11'
IE=199.86, 12"(NE)-DI
IE=199.86, 12" SW) -DI
SIGN
PEDESTF
WARN
CT17C�T -
60LF., 12" D.I.@S=10.33%
(PUBLIC)
9LF., 12" CPP@S=0.56%
(PUBLIC)
IE=199.97
SEE VAULT LAYOUT
SHEET 10 FF--
SEE SHEET 7
r------ --
(PUBLIC) c0�G CA M�>�au E
CB#9A, TYPE 1
RIM=195.51 (9-10-1
IE=193.66, 12(NE)-DI
IE=193.46, 12"(SW)-CPP 15LF 12" CPP
., - F6
@S=7.80%, (PUBLIC)
IE=192.29, 12"
(PUBLIC)
CB#7, TYPE 2-48"
RIM=206.22
IE=200.02, 12" W)-CPP
IE=200.02, 12" S)-CPP
LOT DRAINAGE — SEE SHEET 8
68LF., 12" CPP@S=0.85%
(PUBLIC)
LOT 3
k9 .110
(PUBLIC) ti3Oti" +ti0 a LOB 4 SEE ENLARGEMENT
CB#6, CURB INLET + +,� + SHEET 5
RIM=203.95
IE=200.60, 12"(N)-CPP
L I /LF., 12" CPP@S=1.677
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16LF., 12" CPP@S=0.44% M1p555
(PUBLIC)
(PUBLIC)
CB 5 TYPE 1
RIM=203.87
IE=200.72, 12" N)-CPP
NORTH 28th STREET; STA. 10+00 IE=200.72, 12" E)-CPP
PARK AVE NORTH; STA. 20+09.00
PARK AVE NORTH: STA. 20+00.00
FLOW LINE ELEVATIONS
(TYPICAL)
NORTH 28th STREET; STA. 12+64.00
PRIVATE STREET; STA. 0+00.00
CURB RETURNS
STA. 10+48.79, 13.00' LT.
PC=203.68 FL NORTH 28th STREET
A R=35.00' L=55.55' DELTA/2=203.10
=90°56' 17" PT=233.50 FL PARK AVENUE NORTH
DELTA
STA. 20+57.79, 13.00' RT.
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
CB##2, (PRIVAT
12" (PRIVATE)
STA. 12+82.25 13' LT.
END VERT. CURB AND
GUTTER
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13+00 _—7—a�
--------------------�
y SEWER MH
RIM 208.01'
IF 1 QF.34' 12"PVC W
(PUBLIC) �4' 12"PVC E
CB 3 CURB INLET
RIM=207.98
IE=205.03, 12"(N)-CPP
IE=204.93,12"(S)-CPP
1 6LF., 12" CPP@S=3.31 %
(PUBLIC)
(PUBLIC)
CB##4. TYPE 1
RIM=207.70
IE=204.35, 12"(W)-CPP
IE=204.40, 12"(N)-CPP
IE=205.35, 4"(S)-PVC
PROJECT SHALL COMPLY WITH CITY OF RENTON'S
TRENCH RESTORATION AND OVERLAY REQUIREMENTS.
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.(PUBLIC)....................................................................................................................................................................................
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TOP
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RIM=203.:02
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IE=200.37, 12NE)-DI
(PUBLIC)
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IE=200.37, 12 (SW) —DI
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IE=193.66, 12 NE) -DI
IE=193.46, 12"(SW)-CPP
— — —
12"CPP@S=1.67%Fr
— - — —
—.-
217LF.,
200
195
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05/09/2016 N0.
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28LF., 12" D.I.
S=2.00%, :(PUBLIC)
10+00
REVISION
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
+> +>
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(PUBLIC)
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200
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CB 4 TYPE
1
................
II II ((PUBLIC)
RIM_
IE=204.35,
12" W)-CPP
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II II CB 5 TYPE 1
IE=204.40,
12' N)-CPP
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RIM=203.87
IE-205.35,
4 (S)-PVC
IE=200.72, 12`.' N)-CPP----=----=---- -----
APPROXIMATE DEPTH 12" SEWER
-- ——
IE=200.72, 12' E)-CPP
—: —
rm
rm
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9LF.; 12" CPP@S=0.56% NORTH 28th STREET
(PUBLIC) AS -BUILT 05/09/201 6
WATER QUALITY VAULT
(PUBLIC) 1 1 +00 12+00
SURVEYED: SCALE:
LANKTREE SURVEYING HORI ONTAL: AD 11983/1991 ,► NANTUCKET SHORT PLAT 05/09/2016
DESIGNED: SCALE �� , : CITY OF
D.L. OFFE, P.E. FIENANTUCKET AVENUE, LLC PAGE:
DRAWN: RENTON
D.L. OFFE, P.E. ONE INCH DATUM NORTH 28th STREET PLAN & PROFILE DRAWING NO:
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH 2820 PARK AVENUE NORTH
BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 6 OF:20