HomeMy WebLinkAboutTED4001835.11I I' 4/-
EXIST CONC.
PAVE MENT
J�,LOPE 2.0%
Pr
O n,lnil.
lY
D
0
U)
0.5I-
INSTALL GEOTEXTILE
AND BOND TO EXIST.
ROAD SURFACE
A.C. PAVEMENT SECTION
STA. 1 ♦ 97.78 TO STA. 7 + 00
STA. 10 + 67 TO STA. 1 1 + 03.43
SCALE: HORIZ. I" = 5"
VER'. I" = 21
VARIES
DRIVEWAY SECTION
SCALE: NONE
R.O.W.
TIE ROAD
VARIES
18' TO 29'
I EXIST. ROAD
i
I I' + /-
KIST CONIC.
PAVEMENT
SLOPE 2.0 %
EXIST. A.C. OVERLAY
EXIST. CONC.
PAVEMENT
VARIES
30' TO 45'
VARI E
---A.C. PAVEMENT
CLASS ' B'
211 WEARING COURSE
(2 , TO 4") LEVELING COURSE
2" (MIN.) 6" (MAX.) i
O
O
z
-�{ 311 -5/8 (-) CRUSHED
SURFACING COURSE
-REMOVE EXIST. ASPHALT PAVEMENT
AND BASE TO A MIN. DEPTH OF 6 "
PROOF ROLL SUBGRADE AND PLACE
GEOTEXTILE FABRIC PRIOR TO
PLACING BANK RUN SUB BASE.
C-17 C-20
C-18
C-19
VARIES
2.5' TO 3.8
4
SIDEWALK-�'�I�
1/2" R 5 Is 2"
Cl—ASS B CONCRETE
1/2" R
CV 4o
6 1/2" i,R
D
30.0,
VARIES
6.5'
6.0' I 0. 5'
•✓�� iN t fll'% 1�" ':Ill:!/I G ..
pr
O
O
R.O.W .
30.0'
ROAD
VARIES
` I 'I
21.0 18 01
I
A.C. PAVEMENT I 5/8" (-) CRUSHED --�
CLASS 'B' I SURFACING COURSE
2" WEARING COURSE 0.17' (MIN.) TO 0.50' (MAX.)
2" LEVELING COURSE 1 0.25' (NOMINAL )
4" (MIN.) 6" (MAX.)
VARIES
0.50` TO 1.5"
SLOPE 2.0% ISLOPE 2.0%
_ 1
VARIES
10.7' TO 12.0'
0` DITCH I
I— 6" HIGH ASPHALT
EXTRUDED CURB
SEE PLAN
I
EXIST. A.C. OVERLAY
2 ?
BANK RUN SUB BASE EXIST. CONC. PAVEMENT REMOVE EXIST.
COMPACTED TO A MAX. 95% ASPHALT PAVEMENT
LRY DENSITY (ASTM D- 1557) AND BASE TO A MIN.
0.33 `.MIN.) TO 1.0' (MAX.) DEPTH OF 6f1
PROOF ROLL SUB GRADE
AND PLACE GEOTEXTILE
FABRIC PRIOR TO PLACING
BANK RUN SUB BASE
A.C. PAVEMENT SECT I O N
STA. 7+00 TO STA. 10+ 67
SCALE: HORIZ. I" = 5'
V E RT. I" = 2'
S.W. 16TH STREET
18, 181 1
PROPOSED
GRADE
EXIST. GRADE
-------- _—____---t—
�'*_�- GRIND EXIST A.C.
I" DEEP AT MATCH
LINE (TYP.)
C -18 C `20
C-19
0
O
z
17 v5
AS BUILT
R A
Its ••teci ST ER%�-
L� S.W. 16TH IMPROVEMENTS
NOT E'•S
PATE REVISION Rv CHKD DATE REVISION BY CHKD THE
AU T' SCALE AS NOTED TITLE SECTIONS W.0. NO. 89-5477
COMPANY DATE 3— 26 —90 OWNER V . S , A CAN N9LOMAR 9 g 2003 - SHEET C — LO
CONSULTANTS ARCHITECTS CHKD REC040 DRAWING
TAU ��� ����•� —-�WI�ICS DATE LOCATION 1 601 L I ND AVE SW, RENTON, WA. ISSUE
08-02-90 RECORC ENGINEERS CONSTRUCTORS
m
TYPICAL CURB & GUT-7-ER SECTION
SCALE. NONE
SCALE:NON
C-191C- 20