HomeMy WebLinkAbout2918-20
O
N
N
Q
wZ
0-O
V)
c� Q
C�i of
U Z_
p U
W
00
W Q
Z wp
o
CnF-
U) U)
Z OZ
LL- U U
O Z
p -�
� �W
C/L
w
O
O
N
N
Q
a-
Z
O
07 C;d
Q
ry U
~ Z
00
7 W
It
UU I ILK 1 LVvv L1111IL
1
CURB DEPRESSION FOR DCVI'
(DWY PER LANDSCAPE PLANS)
N.T.S.
Face of Existing -
Culvert Wall or
Channel
Provide 3`I clearance
or as required for
reinforcement bar
radii (Typical)
Cut pipe flush--
with
lushwith face of
wall for C.M.P.
or A.C.P. pipe
Embed R.C.P. pipe
as' shown
Pipe
Concrete collar
#4 bar hoops (Min.
4 hoops)
#4 bars @ 18" o. c.
ID (Min.4 bars)
�I
�- Bend horizontal a vertical wall
reinforcement into concrete collar
and as shown
NOTES:
I. In general, all construction materials
and construction methods shall conform
to the Standard Specifications of the
State of California.
2. "D" means inside diameter of side
drain pipe.
SIDE DRAIN
INSTALLATION DETAIL
For Use With 24" I.D. Pipe or Smaller
Use Special Design For Larger Pipes
Underground Service Alert
eEFoQE r°G Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
15 m MIN.
(50' MIN.)
-12
LIMIT OF BUS BAY CONSTRUCTION
18.3mOR33.5m
(60' OR 1169 SEE NOTE 1
A
W 9 9-Z -_ W
TRANSITION TO SEE NOTE .5
SIDEWALK 200mm (81 CURB FACE
2 AG IIILI A I r CITU
300mm MIN.
10 mm U
15 m MIN.
(50' MIN.)
3.05 m TV. SPACING
-131W
Jt1Y U 1 HtKb)
LIMIT OF �� °° '30°°�°0000�o00 -000000 00
0 0 q-- =-X100 mm P.C.C. SIDEWALK
CONSTRUCTION 200 mm CURB PER CITY STD.
PLAN FOR CURB AND GUTTER
EXPANSION JOINT F11 1 150 mm MIN. 95% COMPACTED CRUSHED AGGREGATE BASE
/-12 mm TOOL RADIUS OVER 300 mm MIN. 95% COMPACTED NATIVE SUBGRADE
200 mm PCC 560-C-3250 WITH
%a 6X6 #6 WWF R NFORCEM
d - -.- . e r1 r- 10\ T 1,#-% a A A
UWANbRM JUIN 1
mm TOTAL DEPTH, 6 mm R FAR SIDE
�D
.0 d e -: a LOCATION
WEAKENED PLANE JOINT
/-6
NOTES: TYPICAL BUS BAY LOCATION
1. LENGTH OF STORAGE DETERMINED BY SINGLE OR DOUBLE BUS STOP AS
SPECIFIED BY SERVING BUS COMPANY AND APPROVED BY THE CITY ENGINEER.
2. IF BENCH SHELTER IS PROPOSED, 1.20 m MINIMUM OF SIDEWALK
CLEARAN E IS REQUIRED.
3. FAR SIDE BUS BAY LOCATION IS PREFERRED, PER ABOVE DETAIL.
4. ADDITIONAL STREET LIGHTING MAY BE REQUIRED AS DETERMINED
BY THE CITY ENGINEER.
5. CONSTRUCT EXPANSION JOINTS (EJ) AND WEAKENED PLANE JOINTS (WPJ)
PER ABOVE DETAIL, OR AS DIRECTED BY THE CITY ENGINEER.
BUS BAY DETAIL
N.T.S.
ABBREVIATIONS
AB
Aggregate Base
N.A.P.
,
AC
Asphalt Concrete
AT
Aerial (topo) Target
DIST
COUNTY
ROUTE
KILOMETER POST
TOTAL PROJECT
SHEET
No
TOTAL
SHEETS
. 10i,113
08
SBd
66
17A9/19eft
Catch Basin
CL
w
O
O
N
N
Q
a-
Z
O
07 C;d
Q
ry U
~ Z
00
7 W
It
UU I ILK 1 LVvv L1111IL
1
CURB DEPRESSION FOR DCVI'
(DWY PER LANDSCAPE PLANS)
N.T.S.
Face of Existing -
Culvert Wall or
Channel
Provide 3`I clearance
or as required for
reinforcement bar
radii (Typical)
Cut pipe flush--
with
lushwith face of
wall for C.M.P.
or A.C.P. pipe
Embed R.C.P. pipe
as' shown
Pipe
Concrete collar
#4 bar hoops (Min.
4 hoops)
#4 bars @ 18" o. c.
ID (Min.4 bars)
�I
�- Bend horizontal a vertical wall
reinforcement into concrete collar
and as shown
NOTES:
I. In general, all construction materials
and construction methods shall conform
to the Standard Specifications of the
State of California.
2. "D" means inside diameter of side
drain pipe.
SIDE DRAIN
INSTALLATION DETAIL
For Use With 24" I.D. Pipe or Smaller
Use Special Design For Larger Pipes
Underground Service Alert
eEFoQE r°G Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
15 m MIN.
(50' MIN.)
-12
LIMIT OF BUS BAY CONSTRUCTION
18.3mOR33.5m
(60' OR 1169 SEE NOTE 1
A
W 9 9-Z -_ W
TRANSITION TO SEE NOTE .5
SIDEWALK 200mm (81 CURB FACE
2 AG IIILI A I r CITU
300mm MIN.
10 mm U
15 m MIN.
(50' MIN.)
3.05 m TV. SPACING
-131W
Jt1Y U 1 HtKb)
LIMIT OF �� °° '30°°�°0000�o00 -000000 00
0 0 q-- =-X100 mm P.C.C. SIDEWALK
CONSTRUCTION 200 mm CURB PER CITY STD.
PLAN FOR CURB AND GUTTER
EXPANSION JOINT F11 1 150 mm MIN. 95% COMPACTED CRUSHED AGGREGATE BASE
/-12 mm TOOL RADIUS OVER 300 mm MIN. 95% COMPACTED NATIVE SUBGRADE
200 mm PCC 560-C-3250 WITH
%a 6X6 #6 WWF R NFORCEM
d - -.- . e r1 r- 10\ T 1,#-% a A A
UWANbRM JUIN 1
mm TOTAL DEPTH, 6 mm R FAR SIDE
�D
.0 d e -: a LOCATION
WEAKENED PLANE JOINT
/-6
NOTES: TYPICAL BUS BAY LOCATION
1. LENGTH OF STORAGE DETERMINED BY SINGLE OR DOUBLE BUS STOP AS
SPECIFIED BY SERVING BUS COMPANY AND APPROVED BY THE CITY ENGINEER.
2. IF BENCH SHELTER IS PROPOSED, 1.20 m MINIMUM OF SIDEWALK
CLEARAN E IS REQUIRED.
3. FAR SIDE BUS BAY LOCATION IS PREFERRED, PER ABOVE DETAIL.
4. ADDITIONAL STREET LIGHTING MAY BE REQUIRED AS DETERMINED
BY THE CITY ENGINEER.
5. CONSTRUCT EXPANSION JOINTS (EJ) AND WEAKENED PLANE JOINTS (WPJ)
PER ABOVE DETAIL, OR AS DIRECTED BY THE CITY ENGINEER.
BUS BAY DETAIL
N.T.S.
ABBREVIATIONS
AB
Aggregate Base
N.A.P.
,
AC
Asphalt Concrete
AT
Aerial (topo) Target
BC
Beginning of Curve
BCR
Beginning of Curb Return
BFPD
Back flow preventer
BVC
Beginning of Vertical Curve
Caltrans
California Department of Transportation
CB
Catch Basin
CL
Center Line
COF
City of Fontana
EC
End of Curve
ECR
End of Curb Return
EJ
Expansion Joint
EVC
End of Vertical Curve
FH
Fire Hydrant
ft
feet
G
Gas
GV
Gas Valve
HPSV
High Pressure Sodium Vapor
I.D.
Inside Diameter
in
inch(es)
INV
Invert Elevation
m
meter
MH
Manhole
mm
millimeter
N.A.P.
Not Part of Project
NSP
New Standard Plan
O.C.
On curb
PB
Pull Box
PCC
Portland Cement Concrete
PIV
Post Indicator Valve
PP
Power Pole
PVC
Polyvinyl Chloride
RCP
Reinforced Concrete Pipe
RW (R/W)
Right of Way
S.P.
Standard Plan
SBC
San Bernardino County
SCE
Southern California Edison
SD
Storm Drain
SW
Sidewalk
TC
Top of Curb
TSPB
Trak Signal Pull Box
W
Water
WM
Water Meter
WPJ
Weakened Plane Joint
WV
Water Valve
WWF
Welded Wire Fabric
NOTES:
10 PHASE I IS FROM EAST AVE. TO ARCO STATION @ CHERRY AVE.;
PHASE II IS FROM CHERRY AVE. TO HEMLOCK AVE. (FUTURE)
02 EXIST. R/W IS 24.384m (80') IN FRONT OF ARCO GAS STATION
@ CHERRY AVE.
30 EXISTING & PROPOSED R/W FROM EAST AVE. TO CHERRY AVE.
�4 EXISTING R/W FROM CHERRY AVE. TO HEMLOCK AVE.
PROP.�RXIST* ROUTE 66
3
R/rr
LTJ4
� 18.288m [60']
� 15.240m[50']
PHASES
f I & II �
i39
LANDSCAPE!_ 8.84m[29.0 ]
EASEMENT
EAST TO
CHERRY AVE.
m[7. 41 ]
15.85m [52']
2.4m
3.6m 3.6m
3.6m
2.65m
SHLDR
(11.81') (11.81')
(11.81')
(8.69')
`.,
E LN3 LN2
LN1
EXIST.
I
COF OWNED
I' n 0.60m
w ¢
19mm
OPEN
to Q z
: C
�
2O
AC CAP
8c M AIN,T.
2
CURB TYPE
_
A2- 200
I
1.50m
MEANDERING
SIDEWALK
EXIST.
GRADE
19mm
OPEN GRADED
AC CAP
.%CD > =o yo0
i
OPEN EXIST. ACP
I GRADED I
AC CAP 0.27m TO I
AC 0.34m THICK
OVERLAY OVER COMP.
NATIVE
DETAIL 0.195m [7.7"] A. C.
"B" 0.165m [6.5"] EXISTING
AGG. BASE SURFACE
TYPICAL SECTION
FROM STA.10+60-.00 TO STA. 31+31.457
N.T.S.
AC OVERLAY
0.025m MIN.
THICKNESS
GRIND EXIST.
RECORD DRAWING
LANE LINE
19mm
EXIST.
\ CAPPING
+ T
JE
/
\ E/,
0.010m LIP
2% \
a
CURB TYPE
A2-200
0.195m [7.7"] A. C.
0.165m [6.5"]
AGG. BASE
DETAIL "A" DETAIL "B"
N.T.S. N.T.S.
COF = CITY OF FONTANA
'k = TAPER THICKNESS OF OPEN GRADED AC CAP
FROM 19mm AT SHOULDER LIMIT TO 1Omm AT LIP
O VARIES FROM 1.0% TO 2.6%
O VARIES FROM 0.4% TO 2.0%
The information on this drawing is obtained from others and
must be verified in the field by anyone prior to use or
construction. HALL & FOREMAN, INC. is not responsible for
underground facility locations or depictions. All above ground
facilities can be readily seen and verified by the parties that
intend to use same.
moorHaU
ze ca
_
om r
Civil Engineering •Planning -Surveying •Public Works
` 420 Exchange, Suite 100, Irvine, CA 92602-1301 - (714)665-4500
�t
PREPARED UNDER THE SUPERVISION OF:
!L-FTk
C'
Oe `
REFERENCE PLANS DATER. -&.E.
:.
REVISIONS
APPROVAL APPROVAL M NO 46158
ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE.
etric
OPEN GRADED
AC CAP
NM: AU DDERMONS AFB IN NWfM
UNLESS SHOWN OTHERWER.
Cn W
/ E
°
FOR REDUCED PLANS ORIGINAL o z0
40 60 80
4-1
SCALE IS IN MILLIMETERS 1
EA 317900
0✓ o
v 6`
c M
O QRpFESS /0N C
q
uiTY OF FONTANA4
IUMR(L1
NU
k.
may`=
c --4
co ELIZER M. RUIZ
DRAWN BY
SET 1WRO S
SCALE:
c
cm
W No. 46158 M
12_31_2006
A.N.
ROUTE 66
AS SHOWN
c
Q
DESIGNED BY
ap
41CIVIL'�
P.H.
.- 3
'F� CALI
CHECKED BY
DATE:
o
E.M.R.
o o°o
JOB NO.
APPROVED
DR. NO.
SHT. NO.
0 C3
DATE
99089
CITY ENGINEER RCE #51152
DATE
1?i918
1�r OF
/N