HomeMy WebLinkAbout3819-6 I t LATERAL /
CONNECTOR PIPE N`
10110450 nm ►�
(193 OR •4991 OC
r`
ROUND EDGES TO RADIUS
OF APPROXIMATE ID OF „�
LATERAL. MAXIMUM 4g
$00 own (34•) dor A 1, V-
A S 5 BARS ISG
&Li — fr i I ti, OUND EDGES
"moi TO T5 Am (31 R
Lu ter,:► u►►:��..::::1 :int—. k
Y 4
E MAIN LINE
age IIII! iiiIIiliii 44 1
TABLE l ■■.imar...
FOR DIMENSIONS 42�1211���/„',ul' "„ - ----e7 7
AND BAR SIZES ,It
f>• ► Bju�
...... STATION
D2 F el y STATION
r N' M fool ( 3 oR w).
OR OR • 0 a. STATION PT. 0 BARS SEE NOTE 4
ol 6. ` PLAN
B T t € d
IOM (•3
la•►) (INCHES) (IRa) (INCHES) a D BARS OR •4)
300 12 NO j 4 •2'c te
a ■►` aaa .1 Ii a� f�
. o ..
375 15 110 4 1/4 I
450 II 120 4 1/2 in
925 21 130 5 , I I V. ilk
400 24 140 5 1/4 [ E I A. A, '
475 27 140 5 1/2 [ I I
III
750 30 140 4 c p
425 33 , 140 4 1/4 2 4 I '
1��
600 31 270 4 1/2 _ -� .
vat
675 39 ISO 7 -
$050 42 ISO 7 1/2
V 15MI0450 Ian 04001 OC.
1425 45 200 7 3/4 u I BOTH WAYS. TO BE USED WHEN
1200 44 210 • o n Q2 IS 1500 Ian 1401 OR MORE
1275 _ 54 220 ` 1/2 " LONGITUDINAL SECTION
1350 54 230 9 • .,• "— N"
1425 57 240 ! 1/4 F. 0 BARS 6.
1091 113
1500 40 250 9 1/2 A BARS
1575 43 240 40 " F B AR S k 1 ,OR 94)
HMO 44 2S0 10 1/4 C n s �� ,,�j{Iw��1!IB Si
1725 16 260 10 3/4 $ i �4!�' �1 PI
1600 72 260 II ^_ p ' 10910450 a1n I
H40 . 74 i 300 II 3/4 _... 1
2100 4. 320 az 1/2 1 7 0360ROC4 0 BARS
2250 - 90 340 13 1/4 818► 1 ELEV. R ELEY. S
2400 04 360 14
2530 102 400 I S 112 I A I
1
2700 106 410 t4 Z Y r 1. _� ,� �
2950 114 420 IS 1/2 " 5 1500450 aro 1.44911 OC.
3000 120 440 I7 I 1 EE BOTH WAYS. TO BE USED /
3150 124 440 17 r_. o o OR EMORRE$ 1500Sat* 1101 �1
3300 132430 17 1/2 ; o E MAIN LINE 136 " 450 171/2 in
3600 144 s. 410 16 " « SECTION N' —N'—N'
PROJECTED ON M—M—N•
AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER
'"O'""`X"'�EDNY THE TRANSITION STRUCTURE STANDARD PLAN
Pt/WC VO1l%$1TANDAnD5 INC METRIC
°"'1E"'O,,.2 ""FTSE PIPE TO PIPE 340 - 1
' '�M° A. USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 2
$
NOTES
I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, 8. SHALL
NOT EXCEED 5'45'.
2. VALUES FOR A, B. C. Di AND 02 ARE SHOWN ON THE PROJECT
DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN
REQUIRED BY NOTE 10.
3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE.
4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615).
GRADE 300(40). AND SMALL TERMINATE 40 mm (I I/2") CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL
BARS SHALL BE IOM 0 450 mm (.3 OR 44 0 18') OC OR LESS.
5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE.
6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS
OPERATION. EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT
• LONGITUDINAL KEYWAY.
7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION
OF THE CONTRACTOR TO MEET RCP ENDS. USING D BARS.
LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION
OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE. BUT
ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER. 1
8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS
OTHERWISE SHOWN ON THE PROJECT DRAWINGS.
9. WHEN THERE IS NO SPUR REQUIRED. A 8 B BARS SHALL BE OMITTED.
10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT
DRAWINGS. INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN
INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S
SHALL BE SHOWN ON PROJECT DRAWINGS. AND INLET PIPE SHALL
BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN •
OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON
PROJECT DRAWINGS O WHEN STUB IS TO BE PROVIDED IN MAIN
LINE FOR FUTURE CON UCTION OF INLET PIPE.
II. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (25').
IF THE COVER EXCEEDS 7.5 m (251 A SPECIAL STRUCTURE SHALL BE
DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS.
•
12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
m VAARLUESTUSED FOXACT RQCON5 CONSTRUS.CFTION LLRIC BEVMIETRIC VALU SE EXCEPT
o REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED
0 FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
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N AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STAND P URN L 0
• J' 1`.:
2-y .`^l
TRANSITION STRUCTURE 340 - 1
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PIPE TO PIPE SHEET 2OF2 uI � I X11 0e214
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RECORD DliAtfING
OF CA1Y°
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Dsn, SHOULD CONSTRUCTION OF THE REQUIRED Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
0000is1.
g _LETar
rIMPROVEMENTS NOT COMMENCE WITHIN TWO y��,�S %7j*!�Fy�, Crouse/Beers 8z Associates, Inc. TRACT NO. 1 6678
YEARS OF THE DATE OF APPROVAL SHOWN HEREON Engineering * Surveying * Planning * Construction Management DRAWN BY: ON—SITE SCALE:
04
W p 1�
N DIAL �� AND CARRIED FORTH IN A DILIGENT MANNER, THE * o E>No.2 796 o * 2191 5th Street, Suite 200, Norco, Ca. 92860-1967 STORM DRAIN IMPROVEMENT PLAN
TWO WORKING
Q
BEFORE 1► DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS •h. (951) 73 040 Fax (951) 736-5292 DESIGNED BY: DATE: _
YOU DIG V YOU DIG Q TO THE sr o1V1` \� D SHEET APRIL, Zoos
TOLL FREE 1-800-227-2600 d RECORD DRAWING V30i 09 Jig S � PLANS TO BRING THEM INTO CONFORMANCE WITH TF of CALkF�``� L�-2<s---26,51c- �. s ! DRAWING NO.: 6
tCHECKED BY: APP-• D BY,/ �/ �s
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. TY DATE STANDARDS IN EFFECT. .tc GL� N. CR tz
CFS? 23796 EXP. 12/31/05 DATE - �- _, � 3819
` CARDO • � OVAL .C,E. 1(152 DATE 6