HomeMy WebLinkAbout3803-2715M 0 300 mm (•4 0 1
L/2 (TYP.)
I
I �
N
NEW OR 14
EXIST. PIPE f
FLOW
F�
<A
15M 0 300 mm
(1p4 0 121
CUT
NO. 2
LINE -
3--15M 04) CIRCULAR TIES,
SEE NOTE 9
150 mm
6') MIN
330-C--23 (560-C-3250) CONCRETE
25 mm (Id) (TYP.)
.D
L
T
300 mm (12•)
300 mm (12')
i 100 mm (41)
450 mm {181''
300 mm (124)
125 mdn WY
600 mm (248)
300 mm(121),
150 mm (61
750 mm (301)
450 mm (18')
175 mm (79)
900 mm: (361)
450 mm(18`)
225 mm (9')`
1050 mm (420) 450 mm i1g•)
225 mm t'I.
1200 mm (48'
450 mm (180)
250 mm 001
1425 mm.f571 450. mm (18011
250 mm (tag)
1500 ° mm, (60'
525 mm (21'i
275 nwn (1111
1650 mm (66"1625:'mm
(2111
275: mgn III')
1600 mm. (721160
0 mm (24' 300 mm (121)
�0
CUT
90° NO. 2
LINE
150 mm CUT N(
6') MIN
3.14 (Da we
DETAIL "A* (SEE NOTE 10)
SONO -TUBE. OR EQUAL, INTERIOR FORM
CUT NO. I: 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, TUSE LONGITUDINALLY REMOVING A STRIP
3.14 (DO -D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT.
BENDI THE ENDS OF THE CUT TOGETHER AND INSERT THE
TUBE' IN THE PIPE.
77 v u. �!�n. .-a.
�---- INTERIOR SURFACE
OF PIPE
DETAIL '"B"
TYPICAL JOINT FOR
REINFORCER CONCRETE P IRE
AMERICAN PUBLIC ASSOCIATION WOR S
K A A ON -SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
CONCRETE CCLLAf FOR RCP
STANDARD PLAN
METRIC
ova STAr,c ,
MARC* sr ��i INC..
GE K c�cU.�srttE C
R Eti8S3d
■
'f T
30i'1'il 2 H ROUGH �I �0�� Imran 72
8 -
3 2
1092
REV. ,BM
825 mm (3:31 TO
SHEET 1 OF 2
USE WITH`S?ANDARO SPECIFICATIONS FOR PUBLIC VV0RK3 CONS
NOTES
1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
EXCEEDS 10 PERCENT.
2. FOR CURVE JOINTS (SEE DETAIL B. SHEET I)
IF THE EXTREME ENDS OF THE. PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 25 mm: (10). BUT IS LESS THAN 75 mm((30)
A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION
306--1.2.4 OF THE S SPWC.
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS EQUAL TO OR GREATER THAN 75 mm (3`), BUT LESS THAN
150 mm (61. A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR
SPACE IS 1503 mm (6") OR GREATER, A TRANSITION STRUCTURE
IS REQUIRED,
3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4. 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=DI 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.
5. FOR PIPE LARGER THAN 1800 mm (72') SPECIAL COLLAR DETAILS
ARE REQUIRED.
6. FOR PIPE SIZE -NOT LISTED USE NEXT SIZE LARGER.
7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
300140).
8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE 0+(2X WALL THICKNESS) + T.
9. 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 IS 75 mm (30) OR LARGER.
CIRCULAR TIES
PIPE DIAMETER
NO. OF
CIRCULAR TIES
525 mm (21`)
OR LESS
3
600 mm (24.) TO
750 mm (300)
3
825 mm (3:31 TO
1425 mm (57")
4
1500 mm (60') TO
1800 mm (72')
5
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (51. THE
NUMBER OF CIRCULAR TIES SHALL BE 1NCREASED 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 SONO -TUBE 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 REMOVABLE INTERIOR FORM SHALL BE USED OR THE
INTERIOR JOINT SHALL 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 CONSTRUCT ION SHALL BE METRIC VALUES.. EXCEPT
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES. IF ENGLISIi UNITS ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION N SOUTHERN CALIFORNIA .CHAPTER
srAttoARa PLAN
METRIC
380-2
SHEET 2 OF 2
CONCRETE RET C
E ta►LLAR OR R CP .
30 m
� rr� 2 THROUGH 1800.mm. 72
BASIS OF BEARINGS:
LEGAL DESCRIPTION:
J U N C ;;
T10N STRU CTURE PIPE TGPIPE. IPE N
OWNER/DEVELOPER
SOIL ENGINEER
THE BASIS OF BEARING IS BASED ON THE WESTERLY
BEING A SUBDIVISION OF A
SHEET I OF 2
UNE OF THE NORTHEAST OUARTER OF SECTION 23,
PORTION OF THE SOUTHEAST 1/4
CENTEX HOMES
ALBUS-KEEFE AND ASSOC., INC.
TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN
1265 CORONA POINTE COURT
1011 N. ARMANDO STREET
ON FINAL TRACT MAP NO. 13750, FILED IN BOOK 250,
OF SECTION 14, TOWNSHIP 1 NORTH,
CORONA, CA 92879
ANAHEIM, CA 92806
AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE
RANGE 6 WEST, SAN BERNARDINO
PH: (951) 279-3000
PH: (714) 630-1626
OF THE COUNTY RECORDER OF SAN BERNARDINO
MERIDIAN, COUNTY OF SAN
S
FAX: (951) 279-2100
FAX: (714) 630-1916
COUNTY, BEING NORTH 00'30'24' WEST.
BERNARDINO.
BENCH MARK:
Q
REV.
REVISION DESCRIPTION
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
O
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
o
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
DIAL
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
BEFORE
TWO WORKING
DAYS BEFORE
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
Y ❑ U DIG
YOU D I G
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
TOLL FREE
1-800-227-2600
NAVD 88 - 1508.56 FEET)A
PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
oQ�oFEssio�,,I
LA i
OF CA1.\E��� D
DATE I ENGR. I CITY I DATE
011051/1
It MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NOTE 2
80 mm (30) MIN. C
I _jt Q. LATERAL'
CONNECTOR PIPE
0 - ROUND F� ISM 0150 mm
a (v �. EDGE .,%1 p 104 `0 6') OC
or j TO 75 mm
_..__
�' r -� � � Zt �(34) R 4�
2�
Wo �.o IOM0450 mm ,
w eat o z (•3 OR •4 0 180)
w a w o ` OC TIE BARS
a way v) to � E AND F BARS
U + ISM 0 7mm
(03 Q 35 OC,
SEE NOTE 8
E
ft _L_cE STA. POINT
_Cq_NNE-GTO PyPE--�- TABLE OF
80 .mni - SEE NOTE 3
� VAs- FOR T
(3') MIN.
STA. POINT B T
LATERAL
SEE NOTE 3 300 mm (121) 130 mm (51)
PLAN 375 mm (1511 130.. mon (51)
450 mm. (18') 130 man tS•l
525 mm (21'1 130 mon ; (51)
SPUR IOM 0 450 mm 600 mm (2411 140 nmr ('S 1124%
(*3 OR #4 0 181) 675 mm .(271) 140 mm (5:`1/20):
OC TIE BAR 750. mm (301) 150.m (69)`
0 BARS ISM 0150 mm
(+4 Q 6') OC
REINFORCING STEEL 825,611111 1 (33 `170 mat- 1/20).
'
900 m► 36•) '170 mm (6 /21
60 mm (30) MIN, ' 975 mm (3 991 180 mm [71)
SPRING N 1 E N
LINE fROUND
II o 130 ma► (5) �' TIE BARS
I
fI �O
! ',1 EDGES :."
5 15M i+5) ELEV. R
l E BAR .
r ELEV, S 1 0 80 mm t3') ` OC
t G BARS
. , F .BARS 15M (oW
0 75 mm (310) OC
UNDISTURBED:. t CONCRETE CRADLE,
EARTH I•IH 265-C--14 (450-C-2000),
SEE NOTE 9
SECTION Z. Z SECTION MM
..AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERNCALIFORNIA CHAPTER
R M
P 4 Uiall 8Y
TEQ 7HE
J U N C ;;
T10N STRU CTURE PIPE TGPIPE. IPE N
"STANDARD PLAN'
METRIC
puaac w+aaK$' r INC.,
STANDARDS
GR�NBOOK N
CWA IT'1'EE
,�
�� .:..
ID mm �4 D
�Q OR ! 'I,fZ MAIN LINE �D
33 2
1
SHEET I OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUSUC 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
3
Q�OFESSIONq�
F
wARIC M. TORREYSO
No. 66068
Exp. 06-30-06
`�9rF CIVIL\����\Q
OF C A�
NOTES
L THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE ;DIAMETER
OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE -DIAMETER D ` OF THE '
MAIN LINE: OR WHEN THE INSIDE DIAMETER 8 OF THE LATERAL. IS GREATER
THAN 600 mm (24"). B SHALL NOT EXCEED .75 D OR 975 mm (390).
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN,
D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL
SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME
MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A
REINFORCED MONOLITHIC ARCH.
3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE
INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS
SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES
APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH
THE CONNECTOR PIPE CENTER LINE.
4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS.
ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS
IF THE INLET PIPE IS TO ENTER ;THE MAIN LINE RADIALLY.
b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A
STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION
OF AN INLET PIPE.
c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN. INLET
PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE
SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE
CATCH BASIN OR GRADE BREAK IN LINE.
6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE
INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
RADIALLY IF ANGLE A IS GREATER THAN 450, B IS LESS THAN OR EQUAL TO
600 mm (24") AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN
.5 D: OTHERWISE. STANDARD PLAN 340 SHALL BE USED.
7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY'ONE SECTION OF PIPE.
8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL
TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE
TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE
CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF
THE SPUR.
9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND
ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A
JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE. CRADLE. THE
CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12M) ABOVE THE TOP OF THE
MAIN LINE AND TO THE LIMITS OF THE CRADLE.
IF CONNECTING TO AN EXISTING .STORM DRAIN, PORTION OF CRADLE
OPPOSITE INLET` MAY BE OMITTED.
10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M. GRADE 300, (ASTM A 615,
GRADE 40), AND BE PLACED 40 mm 0 1/2") CLEAR FROM CONCRETE SURFACES,
UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS
THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (6").
I1. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
THE SPUR,
12, 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.
AMERICAN PUB
LtC WORKS S ASSOC
IAT 10N
SOUTHERN '
CALIF
4RNIA CHAPTER STANDARD Pf.AN
ID M
ETR
C
JUNCTION 1O
N ST R C
U TU
RE
PIPE TO PIPEINLET
ET
.331-2
60O
..mm (24")
� OR 112
MAIN LI T 2 SHS
NE ID OF
_
ENC_je5:
II\IEERI I �1�1 DRAWN BY:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S.
PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY:
A.
PREPARED BY: ARIC M. TORREYSON R.C.E. N0. 66068 CHECKED B
EX DA 06-3 06
C.V.A.
DATE:
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
STANDARD PLAN
DETAILS
aVED
BY:
ITY ENG EER R.C.E. 51152 DATE:
SCALE:
AS SHOWN
DATE:
NOVEMBER 2005
DRAWING NO.: 27
3803 28