HomeMy WebLinkAbout3953-10U)
NORMAL
CURB FACE
X
10fl mm (4") OR LESS
12QQ mm (4$")
72S mm (5"}
1500 mm (60")
150 mm (6"}
1800 mm (72")
i 75 mm (7")
i 210Q mm (134")
20d mm (8")
2400 mm (96"}
225 mm (9")
2700 mm (108")
25fl mm (10"}
3GOG mm (120")
Hill-
3300 mm (132"}
300 mm (12"} OR MORE
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4736 mm (190") 1
1, METER LOCATIONS AS SHOWN ON PLANS.
a
3. FOR JUMPERS SEE STD. DWG, 105.
SERVICE INFORMATION TABLE
FORD JONES AYMeDONALO
METER
SIZE BALL CORP. BALL ANGLE METER BALL CORP. BALL ANGLE METER BALL CORP. BALL ANGLE METER
STOP METER STOP BUSHING STOP METER STOP BUSHING STOP METER STOP BUSHING
1 1/2", 2" 4704B22 BFA43-777W --- J-1935 J -1975W --- 4704B22 4riO2B22 1DJ34
Cucamonga Valle Water [District
TYPICAL WATER SERVICE 1 112 -INCH AND 2 -INCH
Cucamonga Valley
ROW-
STD. DWG.
Water District
� mwwr �'/Al
103
TEST COCKS I - - M - - - - (TEST COCKS
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0.
NOWIL
MAN,
M
MEMO
COCKS REQUIRED.
INSPECTOR.
7. PRESSURE REGULATOR TO BE INSTALLED UPSTREAM
��� � �1 •1
OF BACKFLOW PREVENTOR IF REQUIRED BY PLUMBING
ALL OTHER REQUIRED MATERIAL.
CODE.
is• 1���NAM
OhlEMIR
3. NO CONNECTIONS OR TEES SHALL BE ALLOWED
DELETE DOWNSTREAM UNION IF APPLICABLE,
BETWEEN METER AND ASSEMBLY.
a BACKFLOW PREVENTORS TO BE SAME SIZE
4. ALL PIPE AND RELATED FITTINGS SHALL BE AS
AS METER.
FOLLOWS:
A. 3 -INCH AND BELOW - CAPPER TYPE K RIGID OR,
9. ALL ASSEMBLIES SHALL BE USC FCC h HR APPROVED.
BRASS.
8. 4- INCH AND ABOVE - SCHEDULE 40 CEMENT LINED
10. PIPE SUPPORT AS REQUIRED ON 3" AND ABOVE.
STANDARD STEEL, CML dr C OR DUCTILE IRON,
11. ALL PIPING BETWEEN METER AND BACKFLOW ASSEMBLY
5. ALL ABOVE GROUND APPURTENANCES SHALL BE
TO 8E FLUSHED BEFORE BACKFLOW IS INSTALLED AND
PAINTED AS FOLLOWS:
MUST BE WITNESSED BY DISTRICT INSPECTOR_
A, STEEL PIPE, DUCTILE IRON PIPE, ONE COAT OF
PRIMER AND 2 COATS OF RUS TOLEUM- ALMOND.
• I / I
DISTANCE = 3' -0'
Cucamonga
Valle Water [District
TYPICAL BACKFLOW INSTALLATION
FOR DOMESTIC AND LANDSCAPE USE
R
Lro Rr.
'
/
STD. DWG.
Water District=
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111
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AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
CURB RAMP
111 -2
SHEET
NORMAL
CURB FACE
X
10fl mm (4") OR LESS
12QQ mm (4$")
72S mm (5"}
1500 mm (60")
150 mm (6"}
1800 mm (72")
i 75 mm (7")
i 210Q mm (134")
20d mm (8")
2400 mm (96"}
225 mm (9")
2700 mm (108")
25fl mm (10"}
3GOG mm (120")
275 mm (11"}
3300 mm (132"}
300 mm (12"} OR MORE
3600 mm (144"}
NORMAL
CURB FACE
SECTION A -A
Y
50 mm (2") OR LESS
790 mm (32")
75 mm (3")
1185 mm (47")
100 mm (4")
1580 mm (63")
125 mm (5")
1975 mm (79")
150 mm (6")
2370 mrn (45")
175 mm (7")
2765 mm (I 11")
200 mm (8")
3160 mm (126")
225 mm (9")
3555 mm (142")
250 mm (10")
3450 mm (160")
275 mm (11")
4340 mm (174")
300 mm (12") OR MORE
4736 mm (190") 1
CURB FACE
I E
> a
a
a
a
C
CURB FACE --
/SEE DETAIL "A". '8'. "C" OR "D"
X
I� SEE NOTE 3
1/.
X I
a �D
N
5% MAX
USE CURB FACE
POINT A AT POINT A
R4Qi XOVAL VALUE
�( TABLE 2
X=1200 mm (4-) WHEN
ADJACENT TO A
PLANTING AREA
CURS RE -GRADE AS NEEDED
(PARKWAY EARTHWORK)
CURB
SEE DETAIL "A`, "B'. 'C" OR "'D`
SEE NOTE 3
JD
5% MAX.
-POINT A
"?
TYPE 2
ROUNDED EDGE. ALLEY OR ROADWAY
5% MAX.
EXISTING S/W 8 339, MAX
Al -0 CURB
SECTION D -D
USE CURB FACE
AT POINT A
TO DETERMINE
X VALUE 1N
TABLE 2
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
CURB RAMP
METRIC
9 OF 10
CURB FACE
I E
> a
a
a
a
C
CURB FACE --
/SEE DETAIL "A". '8'. "C" OR "D"
X
I� SEE NOTE 3
1/.
X I
a �D
N
5% MAX
USE CURB FACE
POINT A AT POINT A
R4Qi XOVAL VALUE
�( TABLE 2
X=1200 mm (4-) WHEN
ADJACENT TO A
PLANTING AREA
CURS RE -GRADE AS NEEDED
(PARKWAY EARTHWORK)
CURB
SEE DETAIL "A`, "B'. 'C" OR "'D`
SEE NOTE 3
JD
5% MAX.
-POINT A
"?
TYPE 2
ROUNDED EDGE. ALLEY OR ROADWAY
5% MAX.
EXISTING S/W 8 339, MAX
Al -0 CURB
SECTION D -D
USE CURB FACE
AT POINT A
TO DETERMINE
X VALUE 1N
TABLE 2
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
CURB RAMP
METRIC
CURB RAMP
111 -. 2
AAVEIIfENT CUR8 dlGUTTER
SHEET 6 OF 10
FOR BENCHMARK AND
BASIS OF BEARINGS,
SEE SHEET 1
1 300 mm (12')
I 19 mm
I 3/4" Ej
6 mm
--4 !+6 mm
(1/4') 0/4")
GROOVING DETAIL
oz
Z
uz
9a
PAVED SURFACE
�8
! DETAIL "A"
CONSTRUCT FENCE OR HANDRAIL
PER PROTECT DRAWINGS
RETAINING CURB
PAVED SURFACE
DETAIL "B"
GRADED 150 m
SLOPE 2:1 UNPAVED SURFACE 6m,
NPAVED SURFACE
MAX, �-- RETAINING CJ RB •-� (6")
i
DETAIL "C" DETAIL "D"
GENERAL NOTES:
1. CONCRETE SHALL BE EITHER CLASS 310-C--17 (520--C--2500) OR 320-C-17
(560--D--2500) AND SHALL BE 100 rnm (4") THICK
2 THE RAMP SHALL HAVE A 300 mm (12") WIDE BORDER WITH 6 mm (1/4")
GROOVES APPROXIMATELY 19 mrT1 (3/4") OC SEE GROOVING DETAIL
3 THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE
4 USE DETAIL "A" OR "B" IF EXISTING SURFACE BEHIND RIGHT OF WAY IS PAVED
5 USE DETAIL "C" OR "0" IF EXISTING SURFACE BEHIND RIGHT OF WAY IS UNPAVED.
6. W = 900 mm (3') UNLESS OTHERWISE SHOWN ON PLAN
7 ANGLE = A/2 UNLESS OTHERWISE SHOWN ON PLAN
8. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR
CONSTRUCTION SHALL BE METRIC VALUES IF ENGLISH UNITS ARE USED, ALL
VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
CURB RAMP
METRIC
111-2
BOX (DISTRICT SUPPLED)
SHEET 10 OF 10
TOLL FREE 1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
2I
�1
�I
I
8" 17" x 30" x 12" METER I
BOX (DISTRICT SUPPLED)
SIDEWALK
AAVEIIfENT CUR8 dlGUTTER
co
BALL ANGLE METER BALL VALVE
STOP (SEE TABLE) (DISTRICT SUPPLIED)
SEE NOTE 2
ANGLE OF SERI7CE 90'SWEAT COPPER ELBOW , 2" TYPE "K' SOFT COPPER TUBING
WSTALLA 77ON NOT W1 SILVER SOLDER (NO SPLICES ALLOWED)
TO EXCEED 90-
SLOPE UP TO METER
t 2x
1"t
3. Minor variations in dimensions may be accepted by the Engineer.
CORP. STOP 2" TYPE "K" SOFT COPPER TUBING
{NO SPLICES ALLOWED)
HEAVY DUTY WELD COUPLING
(I,P. THREADED, 3000,#) 2' CPLG, IN PARKWAY ONLY WHERE APPUCABLE
(C� INSPECTOR APPROVAL REQUIRED)
WATER MAIN
IMPORTED SAND
1)�" AND 2" METERS
NOTES:
1, METER LOCATIONS AS SHOWN ON PLANS.
2. FOR 1 h" METER USE 2" x 1 4' REDUCING METER FLANGE,
3. FOR JUMPERS SEE STD. DWG, 105.
SERVICE INFORMATION TABLE
FORD JONES AYMeDONALO
METER
SIZE BALL CORP. BALL ANGLE METER BALL CORP. BALL ANGLE METER BALL CORP. BALL ANGLE METER
STOP METER STOP BUSHING STOP METER STOP BUSHING STOP METER STOP BUSHING
1 1/2", 2" 4704B22 BFA43-777W --- J-1935 J -1975W --- 4704B22 4riO2B22 1DJ34
Cucamonga Valle Water [District
TYPICAL WATER SERVICE 1 112 -INCH AND 2 -INCH
Cucamonga Valley
STD. DWG.
Water District
� mwwr �'/Al
103
TEST COCKS I - - M - - - - (TEST COCKS
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q:\aadd\ddwd Cadd dlatdn9n\CNW std dnq\dwq\aWd_td_102-2
111111111 I I I 1 1111111
111111 II'11111111111
1111111111 ■11111111
I IIIIIl�II AI I I I III
1111111 IIIIJII111111
I1111111L11111ilk 11Ill 1
111111111111111111111111
I11111'1111!IIIi1111111 I •
IIII !"I � 'I IIII
11
200
100 -►. -�
A=2.14 m2
-200
T
A
100
A=2.51 m2
3I
SIZE A B
�I
90' ELBOW
i.e., the first word should be nearest the driver.
(TYP, 4 PLACES)
2. The space between words should be at least four times the height
SEE NOTE 4
of the characters for low speed roads, but not more than ten times
facilities. For typical locations of markings. see Standard Plans A90A
the height of the characters. The space may be reduced
and A90B.
�I
SEE I
y
n
c PIPE SUPPORT
NOTE 72
SEE UNION
Ste' Dom' (2' AND BELOW)
3. Minor variations in dimensions may be accepted by the Engineer.
305
4
METER BOX (DISTRICT SUPPLIED)
0
SEE STD. DWG. 102,103,106 OR I 1
a 1 SEE NOTE 4
�,
107
FWY
1.49
FIAOSHED SURFACE
� I
I
Po EON, r
SEE NOTE 4
-
-+- THRUST BLOCK,
SEE STD, DWG. 304-
CLR LINE
Prepared Under The Supervision Of
/
e00I Date 3 y� anl
TEST COCKS I - - M - - - - (TEST COCKS
DATE:
3/28/06
NOTES:
1. LOCATION, TYPE, AND INSTALLATION OF BACKFLOW
6. RESILIENT SEATED SHUT-OFF VALVES AND TEST
ASSEMBLY SHALL BE APPROVED BY THE OSTRCTS
COCKS REQUIRED.
INSPECTOR.
7. PRESSURE REGULATOR TO BE INSTALLED UPSTREAM
2. DISTRICT TO INSTALL METER, DEVELOPER TO INSTALL
OF BACKFLOW PREVENTOR IF REQUIRED BY PLUMBING
ALL OTHER REQUIRED MATERIAL.
CODE.
ITY ENGINE R.C.E. 51152 DATE:
A. IF PRESSURE REGULATION IS REQUIRED THEN
3. NO CONNECTIONS OR TEES SHALL BE ALLOWED
DELETE DOWNSTREAM UNION IF APPLICABLE,
BETWEEN METER AND ASSEMBLY.
a BACKFLOW PREVENTORS TO BE SAME SIZE
4. ALL PIPE AND RELATED FITTINGS SHALL BE AS
AS METER.
FOLLOWS:
A. 3 -INCH AND BELOW - CAPPER TYPE K RIGID OR,
9. ALL ASSEMBLIES SHALL BE USC FCC h HR APPROVED.
BRASS.
8. 4- INCH AND ABOVE - SCHEDULE 40 CEMENT LINED
10. PIPE SUPPORT AS REQUIRED ON 3" AND ABOVE.
STANDARD STEEL, CML dr C OR DUCTILE IRON,
11. ALL PIPING BETWEEN METER AND BACKFLOW ASSEMBLY
5. ALL ABOVE GROUND APPURTENANCES SHALL BE
TO 8E FLUSHED BEFORE BACKFLOW IS INSTALLED AND
PAINTED AS FOLLOWS:
MUST BE WITNESSED BY DISTRICT INSPECTOR_
A, STEEL PIPE, DUCTILE IRON PIPE, ONE COAT OF
PRIMER AND 2 COATS OF RUS TOLEUM- ALMOND.
12. IF BACKFLOW DEVICE IS ADJACENT TO SDEWALK, THEN
DISTANCE = 3' -0'
Cucamonga
Valle Water [District
TYPICAL BACKFLOW INSTALLATION
FOR DOMESTIC AND LANDSCAPE USE
Cucamonga Valley
Lro Rr.
'
/
STD. DWG.
Water District=
,VARM zwwmj ,S AS9S►ANF AL MAM40MAW MIE
111
"n�.snen•n.�,
/J
L_
•M=6=
--.,
NA0JR,
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91T, 1 OF 1
q: \Codc!Nwnd odd O'a \.wM Ad dn4\dng\a d_Atd_IO3
--200
_x
00-: i+ x
A=1 .95 m2
200
100-•1 �f
A=2.04 m2
NOTES
SIZE A B
I. If a message consists of more than one word, it should read "UP",
5, Crosswalks contiguous to school grounds are to be 300 mm yellow
i.e., the first word should be nearest the driver.
lines in place of 300 mm white shown.
2. The space between words should be at least four times the height
6. The words "NO PARKING" pavement marking is to be used for parking
of the characters for low speed roads, but not more than ten times
facilities. For typical locations of markings. see Standard Plans A90A
the height of the characters. The space may be reduced
and A90B.
appropriately where there is limited space because of local conditions.
CAR
1.58
7. The words "NO PARKING", shall be pointed in white letters no less than
3. Minor variations in dimensions may be accepted by the Engineer.
300 mm high on a contrasting background and located so that it is
2.51
visible to traffic enforcement officials.
4. Portions of a letter, number or symbol may be separated by connecting
KEEP
segments not to exceed 50 mm in width.
FWY
CLEARANCE
SIZE A B
C
�i" - 2" t6"
m2
2iE t UP 24"
2.23
tt►iC
CROSSWALK AND LIMIT LINE
See Note 5
300 mm White line
YIELD ALINE
300 mm ►t f+ f mml
��Ilv
D V V V V White series n
isosceles triangles
Direction
of travel
WORD MARKINGS
ITEM
m2
ITEM
m2
LANE
2.23
NO
1.30
POOL
2.14
BIKE
1.95
CAR
1.58
BUS
1.86
CLEAR
2.51
ONLY
2.04
KEEP
2.23
FWY
1.49
A=0.21 m2
See Notes 6 and 7
-50
i
40 ►I
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PAVEMENT MARKINGS
WORDS AND CROSSWALKS
NO SCALE
ALL DIMENSIONS ARE IN r
MILLIMETERS UNLESS OTHERWISE SHOWN I A '1
10
N
REV.
REVISION DESCRIPTION
DATE
ENGR.
.CITY
DATEf3®
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM
INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
�OPRO�YNN 0��
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Q
D z z
W No. C68531 m
tk Exp. 9/30/2007 1k
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F OF CA 1 �F�
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Fs/7GM�rR//7[3G014/�ORRT/O/7
1501 QUAIL ST., NEWPORT BEACH, CA. 92660
PHONE: (949) 476-3300 FAX: (949) 721-7142
CITY OF FONTANA, CALIFORNIA
RE coRt� D 2Aw 11 N ci
1OJ23
Ic�•a+
PACIFIC ELECTRIC INLAND EMPIRE TRAIL IMPROVEMENT
DRAWN BY:
LF
CIVIL DETAILS
SCALE:
1" = 20'
Prepared Under The Supervision Of
/
e00I Date 3 y� anl
DESIGNED BY:
L F
DATE:
3/28/06
CHECKED BY:
LT � NB
APPRO D B .
I
DRAWING No.
3953
10
2%
NanC 0 er
ITY ENGINE R.C.E. 51152 DATE: