HomeMy WebLinkAboutTED4003421.6o
�N■
V
u
C7
M�
o
O
W w
0
00
�
� o
W
W �
x
�. o
Z
0 U
Z
o w 3 r
V /
I..L�
CL s
L.J W
0 O
Co
Wzo�
U
x Z
F4 O
w5W
z IP4
z
O
�W CQ
�1
-I-%
Lv CL
v
a p
Zw
a L
a � 3
ZU
rT, �
J
Q •�
a c:
�I C
Eli
d
rn
m�
rn
� rn
o�
O
CL Z Z 1—
d
�z
�o
0
J U Z
z
z
S
o
O
Z
_J U
N
o
LLoa
w
Q Ii V
N
IR
0
w
w
W
N
w
n
Z
0
w
x
U
0
a
Q
af
Q
V)
Q
V)
Q
0-
a
oI
o
LLJ
Q
x
cV
N
p
N
O)
m
LL.I
Z
J
0
Li
Ix
I-,
p
Q
I
Z
Q
(n
(V
r_
Z
O
.—
I
Z
p
I
0
of
W
�0�
2
p
Q
Q
>
p
I—
W
Ld
LLJ
LiOU0
O
!r
O
LiQ
z
z
Ed�h►MN�-
6
Z
ASPHALT
EXTRUDED CONCRETE CURB DETAIL
NOT TO SCALE
2" COMPACTED DEPTH NOTE:
CLASS 'B' A.C. PAVEMENT GEOTECHNICAL ENGINEER SHALL VERIFY
4" COMPACTED DEPTH CRUSHED PAVEMENT SECTION PRIOR TO CONSTRUCTION
ROCK BASE COURSE OJLr
0 00 0
12" MIN. SUBGRADE COMPACTED TO 95%
NOTE:
GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING PLACEMENT
OF FILL TO VERIFY THAT COMPACTION MEETS MINIMUM REQUIREMENTS
FOR PAVEMENT SECTION.
TYPICAL PAVING SECTION
NOT TO SCALE
PAVEMENT WIDTH 12" 6"
1" R 1" R
..Q
co tea. '°
- 5—%—�
A < d N
a
,
4. d d A.
1811
CEMENT CONCRETE
VERTICAL CURB AND GUTTER
CURB AND GUTTER
NOT TO SCALE
/J
FRAME AND VANED GRATE
OR 12'
_11'r
ONE N3 DAR HOOP FOR 6'
TWO A3 BAR HOOPS FOR 12"
RECTANGULAR ADJUSTMENT SECTION
83 BAR EACH CORNEF
18" MIN
Ai BAR HOOP
PRECAST BASE SECTION
NOTES
1. AS AN ACCEPTABLE ALTERNATE TO REBAR, HARE MESH HAVING A MINIMUM
AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED, WIRE MESH SHALL
NOT BE PLACED IN KNOCKOUTS,
2, THEKNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 2D. KNOCKOUTS
SHALL HAVE A WALL THICKNESS OF 2' MINIMUM TO 2.5" MAXIMUM PROVIDE
A 1.S" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE. OUTSIDE OF
THE PIPE. AFTER. THE. PIPE IS INSTALLED. FILL THE GAP WTH JOINT MORTAR
IN ACCORDANCE WITH STANDARD. SPECIFICATION 0.04.3,
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT SHALL
BE 6,
4, FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO
ADJUSTMENT SECTION.
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR AND THE WALLS
MAY BE SLOPED AT A RATE OF 1:24 OR STEEPER-
6, OPENING SHALL BE MEASURED AT THE TOP OF THE. PRECAST BASE SECTION,
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
12"
PLAIN CONCRETE
All METAL PIPE
16"
CPSSP *
12
(STD SPEC. 91�.20)
SOLID WALL PVC
15"
(STD. SPEC. 9.05A2(1))
PROFILE WALL PVC
16"
(STD. SPEC. 9-05.12(2))
01 0Al
A1yi FC'
qa�
1,0
al STBy N
6�9t alm ,
5._JLIY T/IDS=
* CORRUGATED POLYETHYLENE
CATCH BASIN TYPE 1
STORM SEWER PIPE
STANDARD PLAN 4"
sWET 1 Of i SHEET
-
APPROYID F'OR PU9UOA71ON
Hafold J Pst+xleso 07-Zf-03
ADOPTED
®
CITY OF RENTON
STANDARD PLANS
LAST DATE: 07121/2003
SP PAGE 11012
•
SW 1/4 SECTION 18, TWP. 23 N., RGE. 5 E., W.M.
�vr
FILTERED
WATER
e • a•
a
CROSS IRECMON
NOT TO SCALE
NOTES
1, PERFORM MAINTENANCE IN ACCORDANCE MATH STANDARD SPECIFICATION "1.304).
Z. SIB THE BELOW ORATE INLET DEVICE (SOLD) FORTHESTORM WATER STRUCTURE
IT WILL SERVICE,
3, THE BOID SHALL HAVE A BUILT-IN HIOI'1•FLOW RELIEF SYSTEM (OVERFLOW BYPASS),
4, THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE 6010 WITHOUT SPILLING THE
COLLECTED MATERIAL
PREFABRICATED BELOW GRATE
INLET DEVICE DETAINS
STORM DRAIN INLET PROTECTION
NOT TO SCALE
1/2"X4" EXPANSION MATERIAL
1/4"R AT JOINTS ---
SCORE LINES TO BE RADIAL A
TO CURB AND GUTTER
1/2"X4" EXPANSION MATERIAL
1/4"R AT JOINTS
"W"-WIDTH OF SIDEWALK
l$0&%TRIC VIEW
NOT TO SCALE
1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS 7CEM. CONC. CURB AND GUTTER
SCORE LINES
B 8
L---_
1=111
ass
AD
STATQ Of
TE NO.000"
W/7/sN3
M= DRAIN
INLET PROTECTION
STANDARD PLAN 1.7
7
�w.r... >A.. .rn.w.nr.l
1/2"X5" EXPANSION
MATERIAL CURB RETURN '..
1/4-"/FT. SLOPE ONLY
1/2',R 4„
711 1/2"R—1/4'/FT. SLOPE
PAVEMENT AS P_R PLANS
F
�4' 1 _ PAVEMENT AS PER PLANS
STANDARD CEM. CONC. PARKWAY STANDARD CEM,
GONG.
CURB AND GUTTER GUTTE CURB AND
GUTTER
SECTION A -A SECTION B-B
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS
NOT
JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 45' C/C NOR LESS THAN 10' C/C. THEY SHALL
NOT BE LESS THAN 3/16' IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE. 1/2"
THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1'
BELOW CONCRETE.
WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD
JOINT. 1/2"X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C'S TO P.T.'S AT ALL CURB RETURNS.
1/2"X4" EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL.
THE CONCRETE MtX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4") WITH AIR
ENTRAINMENT.
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH.
SUBGRADE COMPACTION SHALL BE 909. (MODIFIED PROCTOR).
TYPICAL SIDEWALK
ADOPTED
C-Y CITY OF RENTON
♦ !�/
STANDARD PLANS
LST DATE: 04/04
DWG. NAME: F007 SP PAGE: F007
PER AS —BUILT REVISIONS 11-12-2008
CAST IRON RING AND COVER
NOrEs:
1. 8' CLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBL".
2. IN UNIMPROVED AREAS, POUR A I'-0" THICK 2'-0" SQUARE
CONCRETE. CLASS 3000, PAD AROUND THE RING AND COVER,
4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND
COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
1 l / )6 i 06
CONCREI
CLASS j
R TIGHT I
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
PLUG TO RE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
8 OR 6 INCH CLEANOUT
t o ADOPTED
CITY OF RENTON
STANDARD PLANS
O L5T DATE: 03/2006
DWG. NAME: 6076-1 SP PAGE: B076.1
R-342108
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
AS -BUILT NOTES AND DETAILS
DESIGNED MCG
DATE 7/15/07 FILE NO.
MCG
CriL' D AS SCALE AS SHOWN FIELD BOOK PAGE_
APPR( __-D SHEET C5 OF
DIRECTOR OF PUBLIC WORKS
c 6 If k ---7e+ d'�r
l
O)
04
T�
0
zz
W
O
W
U
m