HomeMy WebLinkAbout3802-21}--•- 4_ MAIN
I LINE RCS
I
E -"1'
F_ o
t cy • i0
W BARS
SEE NOTE 3
ROUND EDGE TO
75 mm (3') R �I
STATION POINT.
SEE NOTE 2
�
4 I
I
CONSTRUCTION JOINT
IOM 0 450 mm
IL,
(*4v
t8•) OC
�'--- Q. LATERAL /
CONNECTOR PIPE
F BARS
(*4 0 8'}OOC
24 BOTH WAYS TO
BUSED E
N
1500 mm
B
(60') OR MORE
• OM0450m
018 Roc SECTION G -G
BARS
ROUND EDGES TO I
4
/2 ZD APPROXIMATE R B •T m
II ' = OF I D OF LATERAL
WITH A MAXIMUM
I o; o' OF 1.0 m (3'-0•) s a
m
r,2 D 1 DBEBARS o 4,
ni
D.E.HB.GBARS
CONSTRUCTION JOINT
I_.
PLAN
NEW OR EXISTING RCB. SEE NOTE 6
t W BARS
D BARS
-7 ANY ANY STANDARD
F BARS PIPE JOINT
2-H BARS 100 mm
(4') 0C. SEE NOTE 3
1 ROUND
EDGES 101w11 Q 450 mm�»--'
ELEV. S. (03 OR
0 ARS ELEV. R. SEE NOTE 8
SEE NOTE B E 6
2-G BARS 100 mm
(4') OC, SEE NOTE 3
' UNDISTURBED EARTH
v .
BACKFILL WITH 265 K4 C-14 MPo
(450-C-2000) MIX CONCRETE. OR
COMPACT SOIL TO RELATIVE DENSITY
REQUIRED BY SPECIFICATIONS. BACKFILL3160
MAY BE OMITTED IF STRUCTURE IS LAID
+ ON UNDISTURBED EARTH TO STORM
.7 EC T I O N -"'Z DRAIN WALL.
SECTION
300 am urs, 130 mrn (30)
PIPE TO RCB
o
a
-
�
Lo
375 mm (151) 130 mm (31
450 fm [181) 130 mm 150)
525 am [2193 130 nvn (51
600 Ora (24') 140 m 151/4'1
E
n
675 arrm (27') 140 = 15 1/2'1
750 nm (301 160 rm 16•)
625 mm (330) 1160 m (6 1/4'1
975 mm (36') 170 m (61/2')
990 mm (391 1$0 mm (7•)
1050 tem [421 190 m 17 1/r)
ON FINAL TRACT MAP NO. 13750, FILED IN BOOK 250,
a
.►
`°
d
,'"•_
1125 tarn+ (451) 200 Orr 17 3/4'
1220 Rm (49.1 210 mm (80)
1275 mm (51•) 220 wIr<to M
1350 runt (541 230 morn (9')
1500 nm 1571) 240 m 19 V43)
1111'
p
IN
1500 mm (60'.) 240 m 19 V2')
1650 ma (631 260 ran (10')
1680 ea [664) 260 na CIO 11491
1800 era 1691) 2110 ow (10 3/4'
1850 ares (721) 280 mm (Ill
1950 on 1781) 300 on 0 3/41)
2100 tact (841) 32A tat 112 I/2'I
2400 ma (90') 340 ala 03 1/441
1600 mm (72')
a
tO
a
1
12
0
n
2440 amt► 1961360 ewer 114•)
2550 alrr 110211} 400 m (151/2'7
2700 Brat 008' 410 nn (1611)
3000 mm 11140) 420 =(16 I/2')
t:
04
30501rm0W) 430 me (17.)
m (126.1 430 Ana tin
3300 alta (1321) 450 m (171/2'1
3450 ars 1138'1 450 ow 071/2']
3600 talc (144'1 460 tm1 (18'1
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PRbED S
PIPE TO RCB
STANDARDLAN
METRIC
PU3LCV"MUSSTIiDAMOot1C.
JUNCTIONSTRUCTURE -
THE BASIS OF BEARING IS BASED ON THE WE
daEEN8=K COMMIrf`e
E
n
��7-r
tem
TOWNSHIP
n
E
SHEET t OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
`i
N
C
i co
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAP'T•ER
.E5 ,o
BASIS OF BEARINGS.
LEGAL DESCRIPTION:
a
THE BASIS OF BEARING IS BASED ON THE WE
BEING A SUBDIVISION OF A
E
n
LINE OF THE NORTHEAST QUARTER OF SECTION 23,
PORTION OF THE SOUTHEAST 1/4
TOWNSHIP
n
E
1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN
OF SECTION 14, TOWNSHIP 1 NORTH,
�I
ON FINAL TRACT MAP NO. 13750, FILED IN BOOK 250,
RANGE 6 WEST, SAN BERNARDINO
225 mm (99
INCLUSIVE, AT PAGES 48 THROUGH 66, IN THE OFFICE
MERIDIAN, COUNTY OF SAN
1200 mm (481 450 mm (18")
OF THE COUNTY RECORDER OF SAN BERNARDINO
BERNARDINO.
0 1
COUNTY, BEING NORTH 00'30'24' WEST.
1500 mm 160'
c Lo
BENCH MARK•
1650 mm (66'
OWNER/DEVELOPER
CENTEX HOMES
1265 CORONA POINTE COURT
CORONA, CA 92879
PH: (951) 279-3000
FAX- (951) 279-2100
/o
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q O
o CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
/ INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THECL �315A _
rl 1-1
o SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 �
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL
E Q FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
2 a) ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE
�o YOU DIG
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
0 J MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
NAVD 88 - 1508.56 (FEET)
TOLL FREE -"mmmmw- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
NOT S
I. VALUES FOR A. B AND C SHALL BE SHOWN ON THE PROJECT DRAWINGS. "
ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REOU IRED PER
NOTE S.
2. STATIONS SPECIFIED ON, THE PROJECT DRAWINGS APPLY AT THE INTER-
SECTION OF CENTER LINES OF MAIN .LINE AND LATERALS, EXCEPT THAT
STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALL
OF STRUCTURE.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, FGRADE 300, (ASTM
A 615, GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF
CONCRETE SURFACE UNLESS OTHERWISE SHOWN.
o. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON
PROJECT DRAWINGS, AND SHALL. BE CUT IN CENTER OF OPENING AND
BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE.
b. OMIT H BARS WHEN SOFFIT OF SPUR IS 300 mm (120) OR LESS BELOW
SOFFIT OF MAIN LINE. AND OMIT G BARS WHEN INVERT OF:_SPUR IS
300 mm (121 OR' LESS ABOVE FLOOR OF MAIN LINE. _
4. JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MAIN
LINE, MANHOLE OR TRANSITION STRUCTURE,
5. FLOOR OF STRUCTURE SHALL BE STEEL -TROWELED TO THE SPRING
LINE.
6. WHEN CONNECTING TO EXISTING RCB. BREAKOUT LIMITS AND DETAILS
SHALL BE SHOWN ON THE PROJECT DRAWINGS.
7. EMBEDMENT, P. SHALL. BE 130 mm (5") FOR B = 2400 mm (96") OR LESS
200 mm (8`) FOR 8 ODER 2400 mm (96`),
8. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PROJECT
DRAWINGS THEN THE INLET OPENING SHALL FALL 150 mm (6") BELOW
THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT
GRADE FROM MAIN LINE TO CATCH BASIN OR TO GRADE BREAK IN INLET
LINE. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF
THE INLET OPENING FALLS MORE THAN 150 mm (6") BELOW THE SOFFIT
OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE
AS STATED ABOVE,
ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY WHEN
A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION.
9. LATERALS OR CONNECTOR PIPES 600 mm (24") OR LESS IN DIAMETER
SHALL BE NO MORE THAN 1.5m (5') ABOVE THE INVERT. LATERALS OR
CONNECTOR PIPES 675 mm (27*) OR LARGER IN DIAMETER SHALL BE NO
MORE THAN 450 mm (184) ABOVE THE INVERT, WITH THE EXCEPTION THAT
CATCH BASIN CONNECTOR PIPES LESS THAN 15 In (50') IN LENGTH SHALL
NOT BE MORE THAN 1.5 m (5') ABOVE THE INVERT.
10. THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT
SHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE
FOLLOWING CONDITIONS:
a. ANGLE A IS LESS THAN 30'0
b. TOP OF INLET PIPE IS LESS THAN 150 mm (6') BELOW THE SOFFIT
c. FLOW LINE OF INLET PIPE IS LESS THAN 180 mm (7") ABOVE THE
THE FLOOR OF THE RCB AT THE INSIDE FACE
IL DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL. VALUES USED FOR
CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BARS SIZES
IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH
UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH
UNITS.
SOIL ENGINEER
ALBUS-KEEFE AND ASSOC., INC.
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
PH: (714) 630-1626
FAX: (714) 630-1916
REVISION DESCRIP110N
IZ9009U D1?A aJWq-�
DATE I ENGR. I CITY I DATE
lrr
I5M 0 300 mm (o4 4 1
L/2 (TY P.) ---\
330-C-23 (564-C-3250) CONCRETE
25 mm (111) (TYP.)
NEW OR
EXIST. PIPE } j
FLOW �0
'/P
F w
I pm a smi Aw..7v 9**Aqtqs
ISM 0 300 mm
(6 4 0 12") �--
3-15M (v4) CIRCULAR TIES,
SEE NOTE 9
150 mm
6') MIN
CUT--�-
NO. 2 CUT NO, I
LINE
B00 CUT
NO. 2
L.I NE
150 lnm CUT N(
5") MIN
3.14 {DO w,
DETAIL "A' (SEE NOTE 10)
SONO --TUBE. OR EQUAL. INTERIOR FORM
D
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAP'T•ER
STANDMO PLAN
METRIC
333-1
SHEET 2 OF 2
JUNCTION STRUCTURE --w- PIPE TO RCB
SOIL ENGINEER
ALBUS-KEEFE AND ASSOC., INC.
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
PH: (714) 630-1626
FAX: (714) 630-1916
REVISION DESCRIP110N
IZ9009U D1?A aJWq-�
DATE I ENGR. I CITY I DATE
lrr
I5M 0 300 mm (o4 4 1
L/2 (TY P.) ---\
330-C-23 (564-C-3250) CONCRETE
25 mm (111) (TYP.)
NEW OR
EXIST. PIPE } j
FLOW �0
'/P
F w
I pm a smi Aw..7v 9**Aqtqs
ISM 0 300 mm
(6 4 0 12") �--
3-15M (v4) CIRCULAR TIES,
SEE NOTE 9
150 mm
6') MIN
CUT--�-
NO. 2 CUT NO, I
LINE
B00 CUT
NO. 2
L.I NE
150 lnm CUT N(
5") MIN
3.14 {DO w,
DETAIL "A' (SEE NOTE 10)
SONO --TUBE. OR EQUAL. INTERIOR FORM
D
L
T
300 mm (120)
300 mm (120)
100 mm (4')
450 mm (184
300 mm (12')
125 rmll (50)`
600 mm (240)
300 mm (12')
150 (tern (61
750 mm (30`1
450 mm (1131)
175 mm (7')
900 mm (361)
450 mm (Id")
225 mm (99
1050 mm (421 450 mm US')
225 mm'(911)
1200 mm (481 450 mm (18")
250 mm (10')
1425 mm (57')450
mm (11311)
250 mm (10')
1500 mm 160'
525 mm (21")
275 mm (11")
1650 mm (66'
525 mm {21')
275 mm (11111
1600 mm (72')
600 mm (24' 300 mm (1201
CUT N0, 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS-
-VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS
TOGETHER FORMING THE DEFLECTION ANGLE A.
CUT NO. 2; SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
3.14 (00-D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT.
(BEND THE ENDS Of THE CUT TOGETHER AND INSERT THE
TUBE IN THE PIPE.
�a��a.wi�` f •.a' .t1.
INTERIOR SURFACE
OF PIPE
DETAIL. "Ba
I ;r-eti,KL OVInI rVn
REINFORCED CONCRETE PIPE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATEDOY7HE
CONCRETE COLLAR FOR RCP
STANDARD 1A�
FU9l.iCWOFtKSST,�trT�RGSIF:C,,
Gr ICA ,><r:�
300 m(12")THROUGH 1800 m(72,,)
���
7r:<?2
-2
8Ev' IVA
625 mm (3.31 TO
SHEET 1 OF 2
USE WITH STANDARD SPIWCIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
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.
SEAL -ENGINEER
RVVESSIONq�
y C
w ARIC M. TORREYSO
No. 66068
Exp. 06-30-06
C1V1\_
ATF OF CA�����
NOTES
I. A CONCRETE COLLAR IS REQUIRED INHERE THE CHANGE IN GRADE
2.
3.
4,
5.
6.
7.
8.
9.
EXCEEDS 10 PERCENT.
FOR CURVE JOINTS (SEE DETAIL B. SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 25 mm (I"). BUT IS LESS THAN 75 mm((3")
A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION
306-1.2.4 4F THE SSPWC.
IF THE E�CTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS EQUAL TO OR GREATER THAN 75 mm (3'), BUT LESS THAN
150 mm (6"). A CONCRETE COLLAR IS REQUIRED, IF THE CLEAR
SPACE IS 150 mm (6`) OR GREATER, A TRANSITION STRUCTURE
IS REQUIRED.
CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
CONNECTOR PIPES
A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A
CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER
PIPE. D= (?I OR D2. WHICHEVER IS GREATER.
B. WHEN DI IS EQUAL TO OR LESS THAN 02, JOIN INVERTS AND
WHEN DI IS GREATER THAN D2. JOIN SOFFITS.
FOR PIPE LARGER THAN 1800 mm (720) SPECIAL COLLAR DETAILS
ARE REQUIRED.
FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER.
REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
300(40). '
WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE. CIRCULAR
TIES SHALL BE D+(2X WALL THICKNESS) + T.
REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS
GREATER THAN 525 mm (21•) AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME OUTER ENDS 15 75 mm (30) OR LARGER.
CIRCULAR TIES=
PIPE DIAMETER
N0. of
CIRCULAR TIES
525 mrn (21")
OR LESS
3
600 mm (24') TO
750 mm (30")
3
625 mm (3.31 TO
1425 mm (57')
4
1500 mm (60') TO
1600 mm (725)
5
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 rnm (30). THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mm (60) O.C.
10. WHERE THE PIPE IS 525 mm (21") OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONOTUBE OR EQUAL SHALL BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE
LEFT IN PLACE (SEE DETAIL A), WHEN THE PIPE IS 600 mm (240)
OR LARGER A REMOVABLEINTERIOR FORM SHALL BE USED OR THE
INTERIOR JOINT SHALT, BE COMPLETELY FILLED WITH MORTAR AND
NEATLY POINTED.
11. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL
VALUES USED FOR CONSTRUCTION SHALT. BE METRIC VALUES. EXCEPT
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION_ SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
QMETRIC
3VL '"
SHEET2OF2
'j CONCRETE COLLAR FOR RCP
� ! 3 1 9f
3'I�JO � �2
} THROUGH 1800 mm (72
ENS I N E E R I ISIS DRAWN BY:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S.
PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY:
A.T./ .S.
PREPAAED BY: ARIC TORREYSON R.C.E. NO. 66068 CHECKED BY.
EXP T�6-3 6
f� ( C.V.A.
DATE: O
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
LINE 'A' AND "B'
STORM DRAT IMPROVEMENTS
APPROVED BY:
Clt'f ENGINEER R.C.E. 51152 ATE:
SCALE:
AS SHOWN
DATE:
NOVEMBER :2005
DRAWING NO.: 21
3802 25