HomeMy WebLinkAboutTED4003439.2SE 1/4, SEC. 38, TWX 23 N,, RGE. 5 E,, W, M,
m
r-A
z
O
E
o
m
m
0
o
W
fZ.9
Z
a
Y
N
Q
O
U
<
ry
a-
a-
Q
w
Q
0
Z
0
U)
w
rY
EXTRUDED CURB (TYP.)
SEE DETAIL SHT. CJ 01
JOINT
•
Air
t
n b F
f
Ij Tr1
DROP CURB DETAIL
NO SCALE
LEGEND
0 PROPOSED PA VEXNT
' PROPOSED SURFACE FL OW
SCALE: 1" = 10'
0 5 10 20
n
II
SEE NOTE 1
TYPE S
(CEMENT CONCRETE)
NOTES
1, See Standard Specifications for ancnonnq methods.
EXTRUDED CURB DETAIL
NO SCALE
5'
I
■
FRAME AND VANED GRATE
3g `tOa
OR 12"
lam__ ONE #3 BAR HOOP FOR 6'
TWO #3 BAR HOOPS FOR 12"
RECTANGULAR ADJUSTMENT SECTION
•'may, . f r I �` � ,l'�/jj`
tiN '<n
#3 BAR. EACH CORNER n
NOTES
1, AS AN ACCEPTABLE ALTERNATE TO RESAR, WIRE MESH HAVING A MINIMUM
AREA OF 0,12 SQUARE INCHES PER FOOT MAY BE USED. WIRE MESH SHALL
NOT BE PLACED IN KNOCKOUTS
2. THE KNOCKOUT DIAMETER. SHALL NOT BE GREATER THAN 20', KNOCKOUTS
SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.S" MAXIMUM. PROVIDE
A 15' MINIMUM GAP BETWEEN THE KNOCKOUT WAIL AND THE OUTSIDE OF
THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR
IN ACCORDANCE WITH STANDARD SPECIFICATION "A
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT SHALL
BE. 5',
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.
'Cwl�� or VA W'I '"� nvc
f q�J 3Ti'L, ♦�
srr0NAL f.�G
LYP�P.ES JILY 11 N—ti
CORRUGATED POLYETHYLENE CATCH BASIN TYPE 1
#3 BAR HOOP STORM SEWER PIPE
' STANDARD PLAN D-1
• SHEEP Gp 4 SH2ET
u AP..oVEDF
Herold J, Pete -
ADOPTED
PRECAST BASE SECTION ^ •'^°°�^^ ^w ^ 1 T N
CITY OF REN O
STANDARD
CITYSTANDARD DETAIL B012 �>Q LAST DATE;0 2N12003
NO SCALE _S sr PAGE B012
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED CR
r2„
PLA€N GONCRETB
ALL METAL PIPE
I5•
CPSSP*
12"
(STD. SPEC. 9-05.20)
SOLID WALL PVC
15°
(STD. SPEC. M5.12(1))
PROFILE WALL PVC
16,
(STD. SPEC. 9-05.12(2))
4" MINIMUM COMPACTED DEPTH CLASS `B" ASPHALT CONCRETE (MIN. 2 LIFTS).
6 N CRUSHED ROCK
COMPACTED SUBGRADE, FREE OF FINE—GRAINED OR ORGANIC SOILS
TYPICAL PA VEMENT SECTION
NO SCALE
6„
1/2 GROOVE 5 1
0.05
T 112" R
r +F T b =
CEMENT
s
18»
CRETE
CLASS 5 (� 1/2 )
*NOTE. TOP OF CURB ® DRIVEWAYS
VERTICAL CURB DETAIL
NO SCALE
Rmp:3 Lf .3 cl O� L4o-16
-IiUVED
CO�
DESIGN
S A. M
O
0 1782 t-
STER. 4.
SS��WAL EN �
E�rlrfs 12-14-0�
3-1�-08
14711 N.E. 29th Place Suite # 101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
ENGINEERING
PLANNING
SURVEYING
A
PAVING / GRADING / UTILITY PLAN & DETAILS I I
(" 1D p 73 q 3q,-)Z7
07119CJOI