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TYPE 3 BARRICADE PER-
COR STD PLAN H018.1
PROVIDE 4" WHITE FOG LINE AT 25:1
TAPER FROM END OF CURB TO EX.
EDGE OF PAVEMENT. SEE THICKENED
EDGE DETAIL, THIS SHEET
EG= 440.
4' WIDE RAMP 440.82
EG=440.3 �-� 441.42
IAC BE YP)
440.77 1.5% MAX'
EX. PAVEMENT - 440.83 _
4'X4' ASPHALT LANDING
441.49 �
440.89
ASPHALT SIDEWALK TRANSITION
SCALE 1'-10'
12LF 12" LCPE
0S=0.0057
460
........:...................
...................
...................
........
460
455
........:...................
........:...................
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........:...................
...................
...................
...................
...................
...................
...................
...................
...................
........
........
........
........
455
450
........:...................
........:...................
...................................................................................................................................................
........:...................
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...................
...................
...................
...................
........
........
........
450
O
........:...................
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...................
........
........
T
445
........:.................................................................
..................E.X;...
R,O,W ......................
445
W
.................SE..
2N
.. PLACE ................................
.
W...........................
q..ROW.........
...................
........
_
................................................................
I. .......................................................
.
440
..................................................................................................................................
I:
440
........:...................
........:...................
........:...............
................................................
... ...............
EXISTING
.............................................
...................
GRADE
........
435
..............
_..-...........
..............
.......................................
....................................... ...............
435
...............................................................
11.......................................................
1
.
430
.........
l......................................................
.............I..I................................................................................
....................................................
............................... ...............
.
430
.......................
B#1'I............
...................
........
..............
...VANED- - GR
TE .....................
.
........... STA:=3+78.60
-44.0'..R..............
425
.............. .........
......................... R
M....=....435...3.1.........................................................
425
...........I.
V = 431.57
(12" LCPE E
S)
...............
12LF -.1
"....LCPE...................................
S=0.00
7
...........................
EX�CB��#4
.........................................................................................
(TYPE 1)
.....
STA:'' 3.+
$: 50; 24: 3' .....................
. .......
............
.......
.........
....
INV..=..43
-:50..(.E.X:..1.2.'
..LCPE..N).............
............
{NV..=.. 43
-:50.. (E.X:..1.2.'
..PVC ..W)..............
415
415
0).
a1
�
M
M
�
0+00
0+70
Pacific Ens j'fj' ' .�lrj 1
I ip
_! CiviJ Eny1neeririg =
P1arrtaing C0rl=.'u1i_jrj_iE;
PORTION OF THE SW 1/4, ' SECTION 14 T. 23 N., R. 5 E., W.M. PROVIDE 2" GRIND AND FULL STREET
CB #11 (TYPE 1) CB #1 (TYPE 11-48")
W/ VANED GRATE W/ SOLID LOCKING LID REPLACE PAVEMENT OVER EX. GRAVEL OVERLAY IN 2ND PLACE FOR THE
STA = 3+78.60, 12' R STA = 4+95.62, 11.2' R SHOULDER SEE DETAIL AT LEFT CB #3 (TYPE 1) EXTENT OF THE PROJECT v
CB #2 (TYPE 1) �
RIM = 435.31 RIM = 441.59 W/ VANED GRATE W/ VANED GRATEuj
INV (12" LCPE S, E) = 431.57 INV (12" LCPE W) = 432.28 STA = 5+27.54, 12.0' R STA = 7+12.49, 12.0' R w
SAWCUT PAVEMENT (TYP.) INV (12" PVC S) = 432.28 RIM = 454.50 I N
RIM 443.69
STA 4+87, 13.00' L INV (12 = PVC E, S) INV 12" PVC W 450.00 l o
= 439.20 ( ) -
STA 4+59.49, 7.48' L 2" E, Vv,
EX. GRAVEL 22LF 12 PVC Aso Ass +
SHOULDER TO 0 S=0.0100 ' A 8 Q
REMAIN i- o- -- i j , i- i v�i
.W W i 185 12" PVC i i i I z
-- -- - -- ®=0.0584 S.E.,2�VD PLACE
TYPE 3 BARRICADE PER COR _______ ------------- ----- i i , _
- - 4+�00 STD PLAN H018 AND H01�8.1 - 5+00 2.13 - i i 15 WIDEs !To i ( DENTIAL ACCEgS +o -
NEW EDGE OF PAVEMENT, SEE i i SAWCUT ! i >,
_ S87°31 51 653.71 ---
THICKENED EDGE DETAIL AT RIGHT ____ _ - � � 442.58 i --i i i PAVEMENT TYP.) i --
----- J L I I I I j I I I I I I
- -- ------ -- ----J LJ L- ----------------------- L--_j L---------1---------J L - -J-------`
-------------- I SAWCUT LINE
r- - - - - - - - - - - - - - - - ..
i 443, .03 • .
443.:
117LF 12 LCPE i
i 0 S=0.0061 4" FOG LINE BETWEE
.: 443.43 ... .:... -' ... .
1. %(MAX'.)- •..:...: .:' ..: ...:..:.:.. `:......... :.. :..: '. ,
(
S87°31'51 "E 1 0.04'SAWCUT LINE AND
- - -- - - --- -- _. -- -- NEW 4" FOG o 0 0 _ � 70 0' 70.0' THICKENED EDGE)
LINE AT 25:1 442.45 - - - � � I EX. GROUND
EX. GRAVEL SHOULDER TO REMAIN 442.53 I I 24L 12" PVC I I REMOVE E AC. PAVEMENT I I 2�
1 1 1 (TYP.)
S- 915
O
O
T
A
u
co
N
O
NT WITH O
KENED �
T
a
J
NEW ASPHALT SIDEWALK TRANSITION I I I REMOVE CB & 12" I �' T FINISHED GRA
SEE BLOW-UP DETAIL THIS SHEET
I h5 STORM PI E IN SE 2ND PL.
FROM V LT CONNECTION CRUSHED
EX. AC. DRIVEWAY TO REMAIN I HMA j0
1 S 156TH AVE. ASPHALT BASECOURSE
EX. CB (TYPE 1) 15' WIDE ACCESS ROAD SEE 1 1 REMOVABLE BOLLARDS PER
STA = 3+78.50, 24.3' R PAVEMENT SECTION 1 I COR STD PLAN H021 I I I I THICKENED EDGE
RIM = 434.71 SEE DETAIL THIS SHEET
INV (12E )= I ; I LOT 1 I I LOT 2 I LOT 3
I (" PVCW) 431.50
v1v1w
3 3RD ROUND REVISIONS PER CITY COMMENTS
2 2ND ROUND REVISIONS PER CITY COMMENTS
1 1ST ROUND REVISIONS PER CITY COMMENTS
NO. REVISION
SU oRYco
oEs�N L° LARSEN
AJL
5/8/18
JF
AJL
3/9/18
JF
ORA"*
E. MARSHALL
AJL
1 /10/1 7
JF
CHECKED:.
J. FENG
BY
DATE
APPR
APPROY M. FENG
SCALM,
1 "=20'
ONE INCH
AT FULL SCALE
IF Nar ONE INCH
SCALE ACCORDINGLY
VERTICAL. NAw
HORIZONTAL*NAD 1983 1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
Gyllf,
G1.11f,
G541
G1.1f7
435
430
425
MA
I ALT
:MENT
4" CRUSHED
SURFACING BASE
COURSE
a921zIII INP►<vLNll01
4" HMA ASPHALT PAVEMENT
(SE 2ND PL)
7" HMA ASPHALT PAVEMENT
(156TH AVENUE SE)
RIGHT-OF-WAY ---�_6" CRUSHED SURFACING
(156TH AVE AND 2ND PU BASE COURSE
PAVEMENT SECTIONS
H
H
a R-397410 1¢
IN COMPLIANCE WITH CITY OF RENTON STANDARDS J
(-
SURFACE WATER UTILITY , DEVELOPMENT ENGINEERING cc
rstraka 07/23/2018 rnair 07/30/2018 O
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