HomeMy WebLinkAbout1433-13Z—
'14 �
3000 s. r--_
CONC,PETE'
,BASE
2
AL. TERNA7'E P.QECAST
CDN CRETE /lilA/l/f•/OL E•
/LIA1V110L E O/i11ENS/ONAG
AL TERNATE 61,?0V14Z0 SURF,4CE 01VL. Y /F
O/A,
1k1,41V/10L E /S SPEC/F/ED TO
BE BU.P/EO
/9
C D
/2 "
C /T Y OF
C/TY OF
3000 PS•..z: CONCRETE
AS.PER
,QEQU/CPEO
12 c-ONr,4N,4 STO
'
STiPE'ET" SURFA C E
.406 /-,q/L /09
72"
iPE/NF
'
3D•.
d..
°' �
'Q ` d
• • 30��CL EAP OPEN/NG
a: CE/J4ENT /FORT,
ASP)�441_ T PAPER !it/RAPPEO
OPEN FIE'L o
1?0040 w� Y
h_/V TR,4/VCE
PET.&& f
.S'HAFT
Z
NO SCALE'
Z—
'14 �
3000 s. r--_
CONC,PETE'
,BASE
2
AL. TERNA7'E P.QECAST
CDN CRETE /lilA/l/f•/OL E•
/LIA1V110L E O/i11ENS/ONAG
O/A,
TYPE
.9
/9
C D
48"
C /T Y OF
FON
.4NA
TAN A.eOS
60,01
72"
iPE/NF
3�"
3D•.
5" 6"
S1/Af T L OCAT/Oit/
'-EO &Y E/V G /NEE R
Eli
ShiE'L VE".S TO hiA I/E
'SE BROON! F/N/S/-/
PGA /V
SE C r1011 / A ~ A /vo rE :
/. PiPECAST /Y!A/Vf/OL E Sf14L L CO/VFO�PA7 TO T//E /f E4 .PEtiJE/VTS
0,A_ 4.5. T. /Y!. C 4 78 ANO SZ -
2.
E2. IN I/ER r EL E l/,9 T/ONS 45 ShIOWIV ON ,444N ANO P,POF/L E SyEETS.
3. STEPS "Z_ FOR ALL A1.9/V1-10L ES /N CONFO�PN/A/V CE'
YI//TN C/TY OF FONTANA ST,4/VOA.PO OETA/L //2, STEPS
SHALL BE 3/¢ "� GAL V.. /UPON O.P PG AST/C PEEP f� sT�/! A - 82,
TYPE
5rXNA04RAO S4CWeR A4o4 VmaL E w/E«ENrelc coNe
NO SCAL E
SEGECTEO N.47-1VE
COQ//,4CTE0 TO 90
(//ANO P�ACE"D)
/4 •• T p 3/�
,Qoc,� BEoo.
rYIPIC44-
6 " 101N
MAX
NO r."Z' S - I
P,41/ENI ENT alf"I<I NG Ait/O �C'EPL ACE�YIEiYT" sNALL
BE /N ,4 CL-VROANCE 1411Thi SPE Q!//�E/liIENTS OF
Gak�6'elV/N6 AGENCY.
4 h'EPGACE/Y/L'NT OF Eif'/ST//VG SU�pF�IC'//yG .Sh�i4L. L.
B E 3" 1"11V/�Yl U/YI.
•3. REPLACE' BASE �1�1,4'T�'iP/,�L !tel//Tip/ SA/l/lE TYPE OF
¢, REFE�P TO STO. OET,4/L, /3/ P'OR C / T Y OF' �'ONTA�I/A
STAN0,4R0 r1?ENC/-/ REOA/R.
NZ
REDO/NG FOR B," /B,"OR
EEP OR OEEPER
NO SCACE
-
O/NG CO/y/P,4CTE .O
6 "NI/N
/D"NIAX
kq
kO
r YRI 6*4 Z BEOO/NG FDR 8 ; AZ."/B" OR 2/" VC. P.
LESS THA/1( /O' DEEP
NO SLALE
A? u , G 12
D. /,O SAN. I S4 -w6 R
L//1 WIA 0 7114 z � P/0
ic,
3"-
(Mp)
NIiE�PT of
PiPECA sT P/P�'
i
-Ta
PO elle AGA/NST • • .. „
UNO/S TU.P B EO : ' 114/N
E'ARTh/ • •�•: � a
5 BAPS
"F,POiYI END Of"
OF CONC. Z„
IVIN
SEG TiON C C
CASE' ,
�-- NO. 4' BAR L OiVG/T : ('TYP OF 41)
NO. 4 T/E ,BAR
" /I4AX
CLASS A COr(/CiPETE, � "
A �' ' �CONC. ENCASEiYlENT
aw- NOTE
BAPS EQUALLYG SP.9CED C SE 2
FO,P P/PE L.4.PGE.P
THAN /S 'jaf,
STANDARD PRV`rECrION FOiP M,41N L /NE
ANO
Z/.146 CONNECT/ON SElNE1P5
NO SCAL
NOTES (CASE 1):
1. WHERE CLEARANCE BETWEEN BOTTOM OF
PRECAST PIPE STORM DRAIN AND TOP OF
SANITARY SEWER IS LESS THAN 6", CASE
1 APPLIES.
2. SANITARY SEWER SHALL BE DUCTILE IRON
PIPE. CLASS 50 (MI.N.), EPDXY LINED IN
CONFORMANCE WITH ASTM A 746 AND
POLYETHYLENE WRAPPED IN CONFORMANCE
WITH AWWA C105.
3.• EXTEND BOTH ENDS OF CRADLE OR
ENCASEMENT TO A POINT ONE INCU SHORT
OF FIRST PIPE JOINT BEYOND LOCATIONS
SPECIFIED ON PLAN.
NOTES (CASE 2):
1. WHERE CLEARANCE BETWEEN BOTTOM OF
UNDERGROUND PIPE OR STRUCTURE AND TOP
OF SEWER IS 6" TO 1811, CASE 2
APPLIES.
2. APPLY FORM OIL, THIN PLASTIC SHEET,
OR OTHER ACCEPTABLE MATERIAL TO EXTRA
STRENGTH V.C.P. TO PREVENT BOND
BETWEEN PIPE AND CONCRETE.
3. NOTE 3 FROM CASE 1 APPLIES.
RECORD DRAWING
The information on this drawing is obtained from others ant
must be verified in the field by anyone prior to use oI
construction. HALL & FOREMAN, INC. is not responsible for
underground facrTitylocat�ons or depictions. A9 above ground
facilities can be readily seen and verified by the parties that
-
.'*intend intend to use same.
's �o CITY OF FONTANA, CALIFORNIA
pl�NSr �' = l
REVISIONS e. DATE SIT'' o�TE
PUB IC WORKS DEPARTMENT
.9.�P.PO!%4L .9P�R0l�AL _ _
r*�
DRAWN Y SEWER PLAN SCALE
2 r'�. � J. S. HORIZ. � I" =- 40�
/�/89 3186-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626-4675 (714) 641-8777 DESIGNED a CHERRY AVE. INDUSTRIAL AREA ► VERT.: 1 =4
el g4cj
,Gt,��„ `,� CIVIL ENGINEERING LAND PLANNING LAND SURVEYING CHECKED 87 " DETAILS � DATE
01PREPARED UNDER THE SUPERVISION OF: .9UGl�sT /98�
0Ir CI��-�
� J08 N0. APPROVED ,� DR. N0. SHi: N0.
(/-JOHN/SIMS R.C.E. 20344 D T CITY ENGINEER R.C.E. 18932 11-133 '
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