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4.1
02 FT./FT.
SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W. M.
VUECRES T ES TA TES & VUECRES T // SHOR T PLA
53' R. 0. W. 3
34.5' R. 0. W.
26' TRA VELED WA Y W/D TH k
p 22' TRA VEL ED WA Y KID TH
13" LANE I 13' LANE
6" MIN. TYP.
.02 FT/
CONCRETE
VAR/ES
0
r
PLANTER
4' TO 6.5,1 6
W �
3 10' LANE
22' TRA VELED WA Y WID TH
10' LANE
81,
WA
02 FT./FT.
2'
0
4 " HMA
2"
l0' LANE
0.02 FT/FT
6" CRUSHED ROCK BASE OR
02 FT./FT.
4 " CLASS B HMA
4.5" ASPHALT TREATED BASE
6" CRUSHED ROCK BASE
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COMPACTED SUBBASE
SMI THERS A VE.
S
(STATION
11+18.76 TO STATION 15+02.77)
STA. 20+51.22
W o
� oc
STA. 17+19.21
TRANSITION FROM 53' TO 32' R. 0. W.
STRIPE FOGLINE
VAR/ES
TRANSITION FROM 26' TO
13' TO 4' 6"
22' TRA VEL ED WA Y WD TH
o
IO' LANE
10' LANE
W
2,
- -
CAST IN PLACE WALL;
j
.02 FT/F7
SEE SHEETS C9 AND CIO
W?
FOR GRADING DETAILS
,.•,,.•,,.•,../,,
STA. 15+48.57 TO
Q
STA. 15+92.75 TO
TW (TYP.)
STA. 20+51.22
STRIPE FOGLINE z
STA. 17+19.21
1
1
�l
vO
BEAM GUARDRAIL PER
WSDOT STD. PLAN C-20.10.03"•
-------
.02 FT./FT
SEE SHEET C12 FOR DETAILS
SEE STRUCTURAL PLANS
8" WA J
GRAVEL Wl TH WEED BARRIER AT BASE
FOR FOOTING COVER
5"
J
SMI THERS AVE.
S
(STATION
15+02.77 TO STATION 16+35.6 )
2
32' R. 0. W.
6" CRUSHED ROCK BASE OR
0
4' 6 "
22' TRA VEL ED WA Y WD TH
TOF PER STRUCTURAL
4.5" ASPHALT TREATED BASE
2,
10' LANE
10' LANE
O
COMPACTED SUBBASE
SE 186TH ST. (STATION
18+22.63 TO STATION 20+25.32)
W
STA. 15+48.57 TO
Q
STA. 15+92.75 TO
�"
TO 41.5' R.O.W.
o
STA. 20+51.22
STRIPE FOGLINE
TRAVELED WAY WIDTH
STA. 17+19.21
1
' 1
STA. 20+48.77
BEAM GUARDRAIL PER
W
�
O
BEAM GUARDRAIL PER
I
WSDOT STD. PLAN C-20.10.03"
VAR/ES FROM
v
WSOOT STD. PLAN C-20.10.03"• 02 FT/FT
SEE SHEET C12 FOR DETAILS
GRA VEL WITH WEED BARRIER A T BASE
.5'
SMI THERS AVE. S (STATION 16+35.61 TO STATION 17+00.64)
TRANSITION FROM 32' TO 34.5' R. 0. W.
k
VAR/ES
0
r
PLANTER
4' TO 6.5,1 6
W �
3 10' LANE
22' TRA VELED WA Y WID TH
10' LANE
WSDOT STD. PLAN C-20.10.03"•
02 FT./FT.
2'
0
2"
l0' LANE
0.02 FT/FT
o
02 FT./FT.
4 " CLASS B HMA
oQ
6" CRUSHED ROCK BASE
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STA. 15+48.57 TO
STA. 15+92.75 TO
o
STA. 20+51.22
W o
� oc
STA. 17+19.21
GRA VEL WITH WEED BARRIER A T BASE
STRIPE FOGLINE
W
BEAM GUARDRAIL PER
O
v o
WSDOT STD. PLAN C-20.10.03
SEE SHEET C12 FOR DETAILS
GRAVEL KITH WEED BARRIER AT BASE
.5"
02 FT FT
SMI THERS AVE. S (STATION 17+00.64 TO STATION 18+22.63)
SMI THERS AVE. S. (STATION 11+20.00 TO STATION 18+22.63
RESIDENTIAL STREET
Q)
20' ACCESS
z
CATCH BASIN & STORM
6" MIN. TYP.
02 FT./FT.
8 SS
O
W
8" PLANTER 5' SIDEWALK
1 MAX-
.02
FT./FT. 4:
4 " CEMENT
CONCRETE
-CONCRETE CURB & GUTTER (TYP.)
CATCH BASIN & STORM
SEWERS (TYP.)
o�
�o
oQ�
PLANTER WIDTH
VAR/ES
(8' TO 0) 5' SIDEWALK
6" (TYP.)
a02 FT./FT. 4. 1 MAX
4: 1 MAX TO A DISTANCE
OF 10 FEET FROM FLOWLINE
5' SIDEWALK 4.5'
6" (TYP.)
.02 FT. FT.
�S>
1 5' SIDEWALK 4.5'
6" (TYP.)
02 FT. FT.
8" CRUSHED ROCK:
(1!12" MINUS \ CRUSHED
SURFACING BASE COURSE)
4" COMPACTED DEPTH
CLASS B ASPHALT CONCRETE
SHARED DRI VEWA Y TRACTS (PRIVATE)
ACCESS ROAD
AS -BUILT
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
7 CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS -BUILT 8Y D. R. STRONG, AND MAY INCLUDE LOCATIONS,
ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS,
ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY
ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE. 1/12/2018. " 1 CIN COMMENTS, REVIEW 1
2 CITY COMMENTS REVIEW 2
0� 0
D. R. STRONG 3 CIN COMMENTS. REVIEW 3
CONSUL TING ENGINEERS 4 CIN COMMENTS. REVIEW 4
ENGINEERS PLANNERS SURVEYORS 5 MYLARS
620 7TH AVENUE, KIRKLAND, WA 98033 6 DRAFT AS-BUILTS
O 425 827 3063 F 425 827 2423 N 0. REVISION
STA. 18+22.63 TO
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0
r
PLANTER
STA. 20+48.77
BEAM GUARDRAIL PER
W �
3 10' LANE
p
10' LANE
WSDOT STD. PLAN C-20.10.03"•
02 FT./FT.
2'
SUBGRAOE SLOPE
WITH 4' CHAINLINK FENCE A T
0.02 FT/FT
02 FT./FT.
4 " CLASS B HMA
BACK OF GUARDRAIL
6" CRUSHED ROCK BASE
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COMPACTED SUBBASE
SEE SHEETS C10 & C12 FOR DETAILS
�u STA. 15+48.57 TO
1.00
Q
GRA VEL WITH WEED BARRIER A T BASE
J STA. 20+51.22
W
O
c� STRIPE FOGLINE
o
W
- -
CAST IN PLACE WALL;
j
.02 FT/F7
SEE SHEETS C9 AND CIO
FOR GRADING DETAILS
,.•,,.•,,.•,../,,
MAX. EXPOSED HEIGHT 7'
TW (TYP.)
I' MIN COVER OVER FOOTING
3'
�l
BW (TYP.)
J�
SEE STRUCTURAL PLANS
8" WA J
FOR FOOTING COVER
J
4" HMA
2
6" CRUSHED ROCK BASE OR
TOF PER STRUCTURAL
4.5" ASPHALT TREATED BASE
8" SS
PLANS
COMPACTED SUBBASE
SE 186TH ST. (STATION
18+22.63 TO STATION 20+25.32)
TRANSITION FROM 34.5'
TO 41.5' R.O.W.
TRANSITION FROM 22'
TO 26'
TRAVELED WAY WIDTH
STA. 18+22.63 TO
STA. 20+48.77
BEAM GUARDRAIL PER
3' VARIES FROM 10' TO 13' LANE
VARIES FROM 10' T
WSDOT STD. PLAN C-20.10.03"
VAR/ES FROM
WITH 4' CHAINLINK FENCE A T2'
TO 0'
BACK OF GUARDRAIL
SEE SHEETS CIO & C12 FOR DETAILS
W STA. 15+48.57 TO
GRA VEL WITH WEED BARRIER A T BASE
o
STA. 20+51.22
W
�
1.33' STRIPE FOGLINE
Le
o
CAST IN PLACE WALL
W
- -
�y SEE SHEETS C9 AND CIO
FOR GRADING DETAILS,•
EXPOSED HEIGHT VARIES 3"
FROM 6.5' TO 0'
SE 186TH ST (STATION 20+25.32 TO STATION 20+63.67)
SE 186TH ST. (STATION 18+22.63 TO STATION 20+63.67
NTS
NTS
02 FT./FT.
0
O
W
5' SIDEWALK
6" (TYP.)
.02 PT/FT. 4: 1 MAX. 2.1
/ 4 ", CEMENT
x \�/� CONCRETE
CATCH BASIN & STORM
SEWERS (TYP.)
1,
3' LANE
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0
r
PLANTER
HiQ
W �
VAR/ES
p
FROM
W
02 FT./FT.
0' TO 8' 5' SIDEWALK
SUBGRAOE SLOPE
6" (TYP.)
0.02 FT/FT
02 FT./FT.
4 " CLASS B HMA
LANDSCAPE
EASEMENT
VAR/ES
FROM 8' TO 0'
4: 1 MA
RESIDENTIAL STREET NTS
ks2
O�
OW
2' 13'
a�
MATCH EX. GRADE---
CONCRETE
RADE)CONCRETE EXTRUDED CURB 1 '
41.5' R. 0. W.
26' TRAVELED WAY WDTH
Flo
oc
WIC
v O
�l
8 " WA
4 " HMA
6" CRUSHED ROCK BASE OR
4.5" ASPHALT TREATED BASE
COMPACTED SUBBASE
SE 186TH ST. (FROM STAT/ON 20+63.67 TO END
6" (TYP.)
.02 FT FT
8 SS
3'
O
0
W
8' PLANTER 5' SIDEWALK
2.1
.02 FT./FT. 4:1 MAX
4 " CEMENT
CONCRETE
CATCH BASIN & STORM
SEWERS (TYP.)
RESIDENTIAL STREET NTS
C
4.5' ROW
DEDICA TION
3'
0
o�
Q1
5' SIDEWALK 8' PLANTER
M r .02 FT./FT 6" (TYP.;
4- CEME/ ,""/
CONCRETE VERTICAL CEMENT CONCRETE
CURB & GUTTER
CATCH BASIN & STORM
SEWERS SEE PLAN
WEST HALF MAIN AVE. S.
RESIDENTIAL STREET
20' R. 0. W.
r
r
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r
r
HiQ
W �
ado
v
_
02 FT./FT.
oe
SUBGRAOE SLOPE
0.02 FT/FT
4 " CLASS B HMA
6" CRUSHED ROCK BASE
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COMPACTED SUBBASE
MAJ 03.22.1 6 MAJ SURVEYED: SCALE:
SiS` VERTICAL: NAVD 1988C T Y 0
Mal 06.06.16 Mal AS NOTED HORIZONTAL: NAD 1983/183/1 991
DESIGNED:
MAJ 08.25.16 MAJ MAJ ML R E N T O N
MAJ 10.21.1 6 MAJ DRAWN:
YLP ONE INCH DATUM
MAJ 12.06.16 Mal CHECKED AT FULL SCALE Planning/Building/Public Works Dept
MAJ 01.04.18 111 IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
BY DATE APPR Maj
30' R. 0. W.
NTS
0
0
W
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
VUECREST ESTATES & VUECREST II
aROAD CROSS SECTIONS
U15007217 / U15007232
09.28.15
FIELDBOOK:
PAGE:
DRAWING NO:
C13
SHEET. 13 OF
DRS PROJECT N0. 12102 R-389763