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13'
6" MIN. TYP.
.02 FT -
/F7 -1J
SE 1/4 SECTION 14., TOWNSHIP 23 N. RANGE 5 E
v W* A4*
THE ENCLA VE A T BRIDL E RIDGE
55' R. 0. W.
3'
26' PA VEMEN T WD TH
' LANE
It ULMt N / ------
CONCRETE
1 CA TCH BASIN & STORM
J SEWERS (TYP.)
8 " WA
4 " HMA
6" CRUSHED ROCK BASE OR 8" SS
4.5" ASPHALT TREATED BASE
COMPACTED SUBBASE
SE 6TH STREET (STA. 10+45.80 TO STA._ 12+91.90) RESIDENTIAL STREET
3'
13'
53' R. 0. W.
26' PA VEMEN T KID TH
3
0
13' LANE
O
W
4:i
4 " CEMEN T
CONCRETE
NTS
3'
30' R. 0. W. HALF KID TH R
5.5' ROW 3'
30'-42' 22' DEDICATION 3
0
3 f 17' o
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WSW 23 3W IQ) WQ
PE pI �� J�WiW
5_0 HiQ � � V I.- i kid
P�. W W Z p v W iQ 8' PLAN 7ER =,51UL' OPE 2' 1
2� 4' MIN. WIDE iso 10.83 V (n 3 i k,MAX.S�0
Qi Q i 4.i1 6" MIN. TYP.
SHOULDER i , k v ip 4:
--
(ACTUAL WD TH 5 W 02 FT./FT. ; e; . 02 FT. FT. ,
VARIES FROM 4 - 8)
J
10 " WIDE EXTRUDED CURB PER WSDOT 4 CEMENT
STANDARD PLAN F-10.42-00 (TYPE 6), SUBGRADE SLOPE VERTICAL CEMENT CONCRETE CONCRETE
SEE SHEET C28 FOR DETAILS 1 0, 02 FTIF- CURB & GUTTER
FULL WIDTH OVERLAY CATCH BASIN & STORM
8" SANITARY SEWER MAIN SEWERS SEE PLAN
GRIND AND OVERLAY AS /
NECESSARY TO OBTAIN
290 CROSS SLOPE
2"' CLASS B HMA OVER 6" ACP
6" CRUSHED ROCK BASE
COMPACTED SUBBASE
EAST HALF 156TH AVENUE SE (MINOR ARTERIAL STREET)
8' PLANTER 5' SIDEWALK I i
SE 6TH STREET (STA. 12+91.90 TO STA, 15+01.15.
WAPA TO PLACE SE (STA. 15+01.15 TO STA. 20+15.19) RESIDENTIAL STREET
,3' , 53' R. 0. W.
3 _
0
� 13'
0
w
s�po 5' SIDEWALK 8' PLANTER
4 1 SAX SC 6„ MIN. TYP.
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
� A' Jv `1
WASkI f
AL
2�
4:1 MAX-
SCOPE
4 " CEMEN T
CONCRETE
26' PAVEMENT WIDTH
0
13' LANE so cl�
0
NTS
3'
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
0 425.827.3063 F 425.827.2423
NTS
THOSE PORTIONS OF THE TEMPORARY HAMMERHEAD TURNAROUND ENCROACHING ONTO PRIVATE LOTS SHALL BE PLACED IN AN EASEMENT ON THE
FINAL PLAT. THESE EASEMENTS WILL BE TERMINATED UPON THE EXTENSIONS OF THE RESPECTIVE RIGHTS OF WAY; IT SHALL BE THE RESPONSIBILITY
OF THE DEVELOPER EXTENDING SAID RIGHT OF WAY TO REMOVE THE IMPROVEMENTS ASSOCIATED WI TH THE TEMPORARY TURN AROUND AND
RECONSTRUCT THE STANDARD ROA DWA Y CROSS SECTION THROUGH THESE AREAS
1 CITY COMMENTS 11.13.14 02.13.15 SURVEYED: ,CALE:
/►1T� /► HORIZONTALLY NAD D1983/1991
1988
2 CITY V� � 05.1 �• 1 `5 I� DESIGNED: S AS NOTED
3 CITY COMMENT'S MAJ 07.13.15 MAS! �'
4 �� 1 WR.7 MA�J 07.23.15 � DRAWN: YLP
ONE INCH DATM
CHECKED: AT FULL SCALE
MAJ IF NOT ONE INCH
N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
CITY OE
RENTON
Planning/Building/Public Works Dept.
NTS
RECOMMENDED FOR APPOVAL
BY:
Date:
BY:
Date:
BY:
Date:
BY:_w
Q
Date: I," -
THE ENCLAVE AT BRIDLE RIDGE
FIELDROAD SECTIONS AND GRADING DETAILS�O
C1 1
U14005368 SHEET: 1 i OF: 29
DRS PROJECT N0. 13117 IAI-INININ NIAIA
10.03.14
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