HomeMy WebLinkAbout1600.22Q, - 5'-0�
2 0 Except as noted.)
G�\ I 0I -
Cr
\� SLOPE _ - 2.0
I �
NATIVE SOIL OR COMPACTED CLASS 'B' FILL
R/W LINE
,SF�'QigB
F4,4Y ;y A 6 ,,
1
6" VAR. VARIABLE VAR. __R1W LINE
SIDEWALK
.I
tt MEET
5 / GR DRIVEWAY.
S = 2.00% \� EXIST
r,4t,�.Ip- d y ,o a,• .�j .�� - CR. ROCK AS REQ'D.
e ` CEMENT CONCRETE
e% •���\\ DRIVEWAY 6" THICK.
DRIVEWAY CROSS SECTION
w
PRECAST
MANHOLE
SECTIONS
STEPS
PRECAST --
MANHOLE
BASF
�2-10'.L
o a 4 JL.
6 min.
Ap p
d l e
G �
Qa
a o 6 0 a 4 O°d 8„
a P
• f A a e, e a
2 4"--� a e
6
d d
e
°a 9
a G
d 4
e
Qe —OUTLET
e 4 PIPE
a
E
eb
e d
° 6 6
6 e G 7
4 N ` 24'
e—
°C e'
p a a° r. • m ° .. e � e a
n n .t ° ° ° Q • o
a - a 6„
4' 4'-0" -- �4'
—4'-8"
CATCH BASIN DETAIL
(TYPE II )
6
TYPE 'C' REFLECTOR BLOCK
STEEL
P'PE HANDRAIL
/_
VARIABLE -- SEE
DETAIL BELOW
72''Y4"
STEP IN CURB
�8: 1
BATTER
6 max. I
CLASS 'C' CONCRETE - LOW SLUMP
USE UNDER WALK FOR BOND TO ROCK
°
lll�lllf�lll�l�l�l • - � �� �. -'=
� I
I I
COMPACTED CLASS 'B' FILL
II i J
213 MAN ROCKS (AS REQ. D)
II
3 POINT BEARING
8" MIN. THICKNESS -
- _
I
I I a
BACKFILL
I �
5 /a i 12
max. NATIVE SOIL
o
0o D D� i.
I$�1�e GROUT-- „MIN. _
ROCKERY DETAIL FILL SECTION
SEE ROCKERY SCHEDULE
.. 4•.a.6,i s
TYPE 'A'
BLOCK TYPE 'A' REFLECTOR BLOCK 716
�.
q s
TYPE 124 PRECAST TRAFFIC CURB BLOCKS REB R U' A,
411 4` e e 4 16 GA. GALV. STEEL SLEEVE
y v' , ° TEGUL MINERALEAD
3" ASPHALTIC CONC. CLASS 'B'
r
CAST IRON FRAME a COVER
OLYMPIC FOUNDRY NO. 5435 OR EQUAL
EXTENSION RING
"RAY S''0NE NC'. C8 _ r
tR EQUAL
VARIABLES
VARY -
I
N.A.
N. A.
2 A]
I —/
�Lu
I
z
bJ�
�J
J
/
Q
)PE = 2.0%
3
O
lr
�I
4" CEM. CONC. SIDEWALK
33"
�V 4
CATCH BASIN DETAIL
(TYPE 1)
3RAYSTONE NO. CB-15
OR EQUAL
# SEE PLANS FOR DIMENSIONS
TYPICAL DETAILS
I� 3" OR EQUAL
6t 8 I BATTER
POST DETAIL
NATIVE SOIL
8 MIN. THICKNESS -- - - -- ` I Cr
/ I Q
BACKFILL I > VAR.
2/3 MAN ROCKS (AS REQb)/ 1,}�
3 POINT BEARING
max. x•:-:`,
ROCKERY DETAIL -CUT SECTION
SEE ROCKERY SCHEDULE
It
I R-- 5�tt
ROADWAY SURFACE-7 i" BATTER t
4t
ltt R 6 .a
-
a 12"
a ,.V
6 � .611
• e i� E a� 1
o a a I 1811
B 6 e b f a 111 r.
1
CEMENT CONCRETE
CURB INLET DETAIL CURB AND GUTTER
(TYPE IV) DETAIL
GRAYSTONE NO, CB-17
OR EQUAL
M cy 4 x
CITY OF RENTON
¢ ENGINEERING DEPARTMENT
lkZ�o� 9 a STREET IMPROVEMENTS
FGISTER� kr�
'A0NAL � UNION AVE. N. E.
N.E. 4th ST. to SUNSET BLVD. N.E.
DESIGNED A,P_W A,---_ �}-IS-7I
DATE---_-- —_ _-- -_--- FILE
DRAWN__Ron E. tenser,
' • SCALE_ CHECKED__ _____.. _ FIELD BOOK...__.PAGE_.
- - —
NO REVISION APPR DATE APPROVED _ __eV 7V - SHEET__�� OF_ 15
ASS i. -._ _____ — ___—