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LANE LINE
MARKING 7•_8N
STANDARD VEHICLE WHEEL PATH
4.5'
MIN.
1'
\X1 Y ACP CLASS*
MIN. \ MIN.
1, 6" CRUSHED
2" CLASS 'B' SURFACING TOP
COURSE
2" SAWCUT AND REMOVE EDGE OF PAVEMENT,
OR GRIND, SEAL WITH EDGE OF CURB & GUTTER,
AR4000W OR CENTER OF LANE LINE
MIN. J\
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
-MINIMUM ACP CLASS 'E' or 'B' SHALL BE:
PRINCIPAL/MINOR /COLLECTOR. ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS – 6" ACP CLASS 'E' or '13%
RESIDENTIAL ACCESS STREETS – 2" ACP CLASS `E' or 'B'.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY
DETERMINING PAVEMENT THICKNESS, FOR FLEXIBLE PAVEMENT
Y
o/ " 4"m u ADOPTED
Cm or mmN
+ +
SSANMTV. 02/09
y 19f 3UTS. 02/05
oz 2f1En N"0as Dcv oc
o7 /zoo+ ufflFlku NotFS Dcv sz DWG, NAME: H032 SP PAGE. H032
DAI 7E l REVISION BY PPR'D
CoPY1161:t ®2009 GPM Wndjlool, LLG All R19ho, RMMed ' NQ'
2" CI_AS
2" TO 6" C
OR CI
SE 1/4, SEC. 10, TWP 23 N, R5E W.M.
1' — 2.5' _1 1' 7' _
MIN �MIN� ..
MIN M {N�M_
IN
2" CLASS 'B'
CRUSHED ROCK, FLOWABLE FIIA.1
OR AS REQUIRED BY ENGINEER
* FOR MINIMUM STANDARDS, SEE DWG# HR -05,
SP PAGE H032
OF CURB OR
OF PAVEMENT
;ENTER _!NE OR
.ANF LIN'.
-ACP CLASS"
6" CRUSHED SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCII -
]FOR FLEXIBLE PAVEMENT
G4S o ADOPTED
iMY 6P EENTON
+I� +
,F 5eANDAHO PLANS
N.vO DST DATE: Da /N
°f /50.15 Mbbn o NO.eS beV bC
DA TE
OY2IL M00> 0 0'd5 ,,,_ BY
BY V2
I _. RCVISICN_
. _. JAPPR D D4J4, NAME: I-:03: 1 SF PAGE: 11032.1 '
STORM DRAIN PIPE
OR DRY UTILITY /OPC
NOTE 2 BELOW)
INSTALL 002"
RIGID INSULA770A
(ETHAFOAM) AT
REQUIRED, SEE A
FINISHED GRADE
NOTES
1. RIGID INSULATION BARRIER (ETHAFOAM OR APPROVED EQUAL) SHALL BE INSTALLED WITH ALL UTILITY
CROSSINGS ABOVE OR BELOW THE EXIS77NG OR PROPOSED WATER MAIN WHERE THE VER77CAL CLEARAA
IS LESS THAN 12 INCHES, THE BARRIER SHALL BE INSTALLED AS SHOWN, WITH ITS EXTENTS CENTERED
OVER THE WATER MAIN TRNSVERSLY AND LONGITUDINALLY ABOUT THE POINT OF CROSSING OVER THE
WATER MAIN CENTERLINE
2 PRIMARY POWER LINES SHALL MAINTAIN MINIMUM REQUIRED COVER AND 12" MINIMUM CLEAR BETWEEN
WATER LINE
TYPICAL UTILITY CROSSING WATER MAIN
NOT TO SCALE
�.. "•,•'•' ��"'•'•, "„ °"" �� '� °"" SHANE BARNES, PLS VmtMa.: NAVD 1998
HOfl20MN: NM 1995/1991 11 OF
bE51GNE0a N/A
JAMIE B. SCHROEDER, PE I-� I, �O 1, '
DRAWN: K v N
PETER EVANS DATUM
CNEC1E0i AT M,LL5G.c Planning /Building /Public Works Dept,
JAMIE B. BCHROEDER, PE Ir Nor oxE IxcH
REVISION BY DATE APPR ,w.. "'A PPROVED eCAX AccoaomGLY
A
t
GID 'I 5 - 352;L0ro
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CONSULTANTS
Sit¢ Planning � (ivJ Engin¢eMg
Pnied Ilouopemem - land UavePopm¢nt tonwltinp
F
6.5' MIN.
--I
Kirkland, WA 98033
2"
DEPTH
OF
GRIND
OR SAWCU7 AND REMOVE
FA (425) 2852389
6,5' ' MN
. —
1'
1'
.... 2.5'
1 1'
._.
MIN
(MINI
MIN
MINIMIN
PAGE:
2" CLASS 'B'
CRUSHED ROCK, FLOWABLE FIIA.1
OR AS REQUIRED BY ENGINEER
* FOR MINIMUM STANDARDS, SEE DWG# HR -05,
SP PAGE H032
OF CURB OR
OF PAVEMENT
;ENTER _!NE OR
.ANF LIN'.
-ACP CLASS"
6" CRUSHED SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCII -
]FOR FLEXIBLE PAVEMENT
G4S o ADOPTED
iMY 6P EENTON
+I� +
,F 5eANDAHO PLANS
N.vO DST DATE: Da /N
°f /50.15 Mbbn o NO.eS beV bC
DA TE
OY2IL M00> 0 0'd5 ,,,_ BY
BY V2
I _. RCVISICN_
. _. JAPPR D D4J4, NAME: I-:03: 1 SF PAGE: 11032.1 '
STORM DRAIN PIPE
OR DRY UTILITY /OPC
NOTE 2 BELOW)
INSTALL 002"
RIGID INSULA770A
(ETHAFOAM) AT
REQUIRED, SEE A
FINISHED GRADE
NOTES
1. RIGID INSULATION BARRIER (ETHAFOAM OR APPROVED EQUAL) SHALL BE INSTALLED WITH ALL UTILITY
CROSSINGS ABOVE OR BELOW THE EXIS77NG OR PROPOSED WATER MAIN WHERE THE VER77CAL CLEARAA
IS LESS THAN 12 INCHES, THE BARRIER SHALL BE INSTALLED AS SHOWN, WITH ITS EXTENTS CENTERED
OVER THE WATER MAIN TRNSVERSLY AND LONGITUDINALLY ABOUT THE POINT OF CROSSING OVER THE
WATER MAIN CENTERLINE
2 PRIMARY POWER LINES SHALL MAINTAIN MINIMUM REQUIRED COVER AND 12" MINIMUM CLEAR BETWEEN
WATER LINE
TYPICAL UTILITY CROSSING WATER MAIN
NOT TO SCALE
�.. "•,•'•' ��"'•'•, "„ °"" �� '� °"" SHANE BARNES, PLS VmtMa.: NAVD 1998
HOfl20MN: NM 1995/1991 11 OF
bE51GNE0a N/A
JAMIE B. SCHROEDER, PE I-� I, �O 1, '
DRAWN: K v N
PETER EVANS DATUM
CNEC1E0i AT M,LL5G.c Planning /Building /Public Works Dept,
JAMIE B. BCHROEDER, PE Ir Nor oxE IxcH
REVISION BY DATE APPR ,w.. "'A PPROVED eCAX AccoaomGLY
A
t
GID 'I 5 - 352;L0ro
N
Z
w
loot C PH
L_I! "
CONSULTANTS
Sit¢ Planning � (ivJ Engin¢eMg
Pnied Ilouopemem - land UavePopm¢nt tonwltinp
IRE
7337th AVenue,8voe100
Kirkland, WA 98033
Phone: (425) 2852390
555
FA (425) 2852389
w .cphcbn9ultant9.com
oA,E
)N
7/12/09
R IMPROVEMENTS
fE1DB00"'
PAGE:
DPAWNG No:
C3.10(
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