HomeMy WebLinkAbout1583-21t
L EN G7H aF CA SING /S
i
AS SHOWN OIV PL ANS. AL L
CASING JO/NTS SHALL. BE LAP
WEE O OR BUTT WEL D. \
x
• r
STRUCTURr�'
k
r� I I Z j I I I a �
CAL DER COOPL IN6 `
APPROVED eQUAL
41 L
DUCT/LE IRON
EX /ST/NG TRACK
SEE PLAN SACK/NG -70 HoL D � sEf PLAN INN
SACK/NG TO HOLD 5 5 S,4NO BACKFILL
SAND SACKi'/L L CL EAR CL. EAR
2, SASE I
STEEL CABS/NG
SEE NOTE 2
/VSTRA PP/NG 0R
S0F T NI E
• STRI/s;'TURE
0*0EVIV6 FOR
REDIV/OOD JKIDSS $5° �� 4 I+--- APR4/lv GE. 690fft CAUP4/N6
A G1R APPROAF0
'REDWOOD OR ( 60TH ENDS)�ouAL cri[e '
WOE- MANIZED DOUGLAS FIR
SKIDS, NOTCH FOR JSTR,4PP/NG,
PACKED SAND BOTH E_NOIS ROUND ENDS, E/GNT -5TR4P.5 7V EA 01 _
OF CAS/NG ( AFTER PRESSURE SECT/ON OF P/PE .
TEST & APPROVAL BY DISTRICT P
/NSPE'C TORS ) SEE NO TE / I SEE PL RN I
NOTES :
I.
ENDS OF THE CASING SHALL BE PROTECTED AGA/NST THE ENTRANCE
OF FOREIGN MAT TER W111011MAY PREVENT READY REMOVAL OF
CARR/ER PIPE.
2, FOR /.' /NCH PIPE USE ,3O INCH / D. STEEL CAS/NG IVITH 3/8 /NCH
W,4L L TH/C/CNESS AND 4" X 4" RED WO 0 D
STEEL ENCASBI E NT DETA I LrA
CASE II
FLEXIBLE COUPLING DETAIL;�_ c
14O$CALF ,
?IPE SUPPORT PE TA /L At TES (0cum S aR RIGHT)
NO SCALE !. ALL CROSS I A16 HOUSE LATERALS /0 " AMID 444 U EP 6114L1,
• 13E SUPPORTED by USE Of CASE 3 PIPE 5YAPOPT DETA L . 5C40W XIMT)
2. ALL NON - ME TA L IC CROSSING P/PEUME, AND CONDUITS
W /T/1 18 " • OQ L Ess CC E'AQ NCE E PT' SE
A A Tiro CorcxCU
-ti BY AWE 1. ABOVE, S/,IALL 66 SUPPORTED by CASE !
PIPE SUPPORT' DETAIL . lABoVE Rlwwr)
- i } STRUCTURE
,f
,
ANNULAR SPACE BETWEEN PIPE
STEEL 015IN6 SHALL 8E PACKED
SOLID W/TH I'MDRTRR 6R00 r.
',,191YHOLE- • • '
SEE FL RN
i
3. ALC A10#-: METOL/C, ' CROSSING PIPELINE RAID CONou17.5
NOT COVERED I9Y WE 4,60VE NOTES / OR 2 5941-L BE
SUPPORTED 6Y USE OF CASE 2 PIPE SUIOPORT DETAIL
4. BACKFILL ,W L L 6E M0069T UP MAIl',POP rL Y AL OA16
BOW S/DES OF 84C PROTECTED I, P/PE 41VD SOPPOer
SO A S TO INDUCED NO UN&LA AIM) FOPCE,
R C. E: //S43
EXP. 12-31-3e 5. CROSSIII6 ti/ETAL./C CONDUITS 3 /AICIIES (AIOM/IVAL SIZE)
4ND LARGER 89.41-L BE 6,4CkF/LLED TO 2-011 f3EL01v '
T/1E CROSSIA16 CONDUIT N/TI•/ CLASS - 2 A66RE647*E
USE. MI47ERMLS QNI) /A/SM LAT10N SHALL &F PER
CAL I FOQN/A /)EW TMENT OF rRANSPORTA T/0N S TAN -
DA RD SPECI FICA T ION5 . " SECROA1 26 (J4A1. /.9 78 E,0/ T/ON
T/IE TRE'NC// SINAL L T9EA1 BE 19ACKtc11 L ED 70 12 hVCI165
OVLCR -TI-IE CONDU/T GV/TL•1 CLEAN, MOISFNE/) SAND
(SAND E001V4L 6NT 01/E'/Z .30), BROU6/Ir UP IN L A YE,PS
OF NOT 0 VEre 6 IAIC/IES AND MEC1•lAN1CAL LY COMPACTED
> ry A REL4T/Vc_ DEAISM1- OF Ar LEAST goo w17,41F'
' SPECIAL ATTENTION- 13EIA16 GIVEN IU T1 -/E P/PE
STEEL ENCASEMENT DETAIL NOTES ( CASE 1)
f30TTOA? AND a4LI�cIC41 AREAS 0� T//E f3AC -rl L L,
WITH MORTAR ,,ROUT 8 1. WHERE CLEARANCE BETWEEN BOTTOM OF NO. &,4RONG/T. �l'Yo Of 4
PRECAST PIPE STORM DRAIN AND TOP OF �,. � �" L > ,
NO SCALE ,, SANITARY SEWER IS LESS THAN 6",. CASE
�y� A/O & T/E BA P
B!
C.X1bT1V6 t %011- WIETRIALI
_
'111r,101 -
%
,
6' M/N. �`1 ` v i I
• "Alml:�� •.:.... :.+• • : , _ ,��� Tux �� �atn�o - � .
I f, E.XPAwaIDN. 'aD11+1T M "tS.R1AL '
f 2SET WEE1J -" IPE RUU r z
Lcft TE.
SELECTED NRTI UE . • . • ' �/ -/ 's =
SOIL 1 " MAX . SIZE • .� a �=r
CDIrIPR C TED TO 90 / I/4 1# 7* 3/4 " ,POCK sEDD/N� '
d, CASE
- A10 �CAI<E ---------- - -- -
(FOR LESS THAN 10' COVER) P I px�`�t'� NOH• Pt16T�IL�C. ,- wlc�rN ME ♦,8>R• -a -
E , 0.0--
tf8 . i 4"TYp,
f
M
-4 N P.
' �-- POWER OR �UCII .
TYPICAL V C. P BEDDI I rELEP NG. _. NONE._UU.GT� �unj.
in U.
NO SCALE --- — ;; - Ile ANSIOU
J'OI TN FILL k ICK PMATER AL ;� m
< 3000 P 5.I <
CONCRETE SUPPORT-
_ � �•. • �'• • ' i� i 3
F
11 ( I I I
6 MIN.
10 MRX
1
SELECTED NATIVE
SOIL l /YIRX. SIZE • : • • _ ' _ a
CONTORTED TO 90 70 ' :.'. �� SECTION B - B
- -
SLRLE
.. LV C
4 ROCK + I/4 TO 3/
BEDDING. / og �lun►�tE,o PIPE , �'--
/` g 3000 P.S.
I. ,
P1 rE 0.0 8
4L, v�
] k
Ct• .0 T , ,��': i Ta SER TAs
L ,
r ( FOR 10 3 R GREATER OF COVER) qat. TRbL'E Ti frOR. %ILE Cop BRRS
j
(BELOW) P I P E L I N E -- SPAC.1 NG OF' ibRR6 G
.. a SHALL SE 4"' D.L.TYPICAL - VC. -P. BEDDI NG
�-� �� � -
EY,-
SEtIV --
�C
CTI ' }
NO SCALE 1 V 4 `+ l i a t' lCealscTat"tx T T I-
TRENCH WIDTHr < <, =' ,
MIN.- PIPE 0.D. -•l2'
P/PE 0. D. 4 20"' k
ASE 2 fS
$RCHFIL L - 6ARN4169R MATER/AL
GRANULAR SHALL BE /MPORTED CRUSHED ,STONE CONFORMING TO t9STM D448 #67"
HA(//NG THE FOL OW/NG 6RAD114 T/ON . t
Z l00 PERCENT - PR S�IN6 I " SEINE ; j z r I
ONE LAYER OF 15 Ib. BL 6 • '�-' -'�° -= - ' • •'. / 90 - /00 PERCENT -
PRSSING 3
RS BOND BREAKER I _ /4 S/E'UE
20 - 50 PERCENT PRs5IN6 3/,981 S/EUE ; �r P
PAPER • • � •
IgRO(/ND PIPE e C011PLN65 �
O ID PERCENT - PA55/N� 4 SIEVE �
0 - 5 PERCENT - PASS/NC S/EUE
1- I
/2" LAP UI a ' / # 8 .
i1l SLi9G , PEA 6RRUEL OR OTHER RLTERNRTIUE AIRTE'RIRLS WILL
�
NOT BE
.�
� . ,�_ . � o • � � ACCEPTED /N L /EU OF _ D STONE.
• • CRUSHE
RCPLME NDN-MCTRUL PIPE _ APPROVED RUBBER. GASKCTEO `
f �BD�-2000-o-RIN`G OR SEAL JOINT )
# 5 CON T. „ W IT14 CAST IRON PIPE FOR
2000 PSl RS SHOWN (P I2 C - C ItLQ U tltl<D 5110. R- STT? rv1 GT1.1
1 APPLIES. •
CONCRETE4 TIES STPs4f*4X DN
EXISTING V.C.P,
Ca /2„ c -c 6561-0W) _ \\
2. SANITARY SEWER SHALL BE DUCTILE IRON C'4c�4SS OMC --- r� /--oR `GONG. PIR[
PIPE. CLASS 50 (MIN.). EPDXY LINED IN fj000 s�) ;,'.. .",
P
CONFORMANCE WITH ASTM A 746 AND
POLYETHYLENE WRAPPED IN CONFORMANCE CONC. ENCASEMENT F .3T.Pl�Y�i4E TiPEivcN /j •_ .;y . -�" trt I N�. COM PAC TSD BACK ILL
WITH AWWA C105. NOTE : WIDTH OF
1/5E 8 -••#4 L0A/6/Tl/O/i 1?z TRAE 1Cf1 I � M I N . --�� �� `� \ '” = r
3. EXTEND BOTH ENDS OF CRADLE OR NO SCALE ��►
BRrPs E U L
- cQ �9 L Y 5f'�9CE0
ENCASEMENT TO A POINT ONE INCH SHORT P/PE SUPPORT DETAIL TABLES SEE' DE"TA1LS AT R/OHT
y,�� A4,4`1 r SE v✓ER FO f P/PE LR�pGE'rP TNi4W` J
OF FIRST PIPE JOINT BEYOND LOCATIONS /5" �l. t , T A L E A r Q E ', ! al OLLAR, OF �
3000 P '3.1.
SPECIFIED ON PLAN. �` 14 EVOW. EA/CASE.�'lENT '�
OF 00
CASE2 -in N NOTES (CASE 2):
(PROTECTIO
'f N� l I 11 /-/V ' •' ° . '' o '' '
l2 T T' ou1v 4GA�.5r'' � d �
", I. WHERE CLEARANCE BETWEEN BOTTOM OF
UNDERGROUND PIPE OR STRUCTURE AND TOP
- I4wc aM OF SEWER IS 6" TO 1811, CASE 2
APPLIES.
II 311 2. APPLY FORM OIL, THIN PLASTIC SHEET, .
OR OTHER ACCEPTABLE MATERIAL TO EXTRA
r
SA
S E b�E �I I 2 STRENGTH V.» P.TO PREVENT BOND
BETWEEN PIPE AND CONCRETE.
.,p 3 • zxTEIID BOTR ENDS OF CRADLE OR r t
7� l /stl / n/.�► j,E I �• 2 _ sxcAa$raxT T e r
C g 0 PO NT ONE INCH SHORT
% Of !TROT PIPE JOINT BEYOND LOCATIONS;
iEPICIrIED ON PLAN.
SECTION' C --C
SPE,
L PROTECTIOPI91A
N
j. CAGEJ �,�R OTE.IO N) i
+ • J�
_ :.. _... a - . N 0 SCA E .
S
�EPT��
of
cOVE�
0 -- g' -0 8v" -/6=0'
ie oR r 6,4R 6,4,e
,J
�,QT
_ P " —
4
8 '`
4
Qr
✓ �?
S
6 ,. .
5
/012"
5
/2/2"
6
7
9"
5 I
//211
6
13 /2"
a
6
/D"
5
1212"
6•
15",
7
9
11A
re
43 ,E
/
12''
6
15"
7
/8''
7
/912"
12
/? ��'
6
/�"
2/1"
8
/3
4/2"
? 1
/8 2"
7
—
—
14
7
20"
&
—
—
15
162"
7
2!"
8
—
—
/6
7Iz4
7
—
—
—
—
�.18
DEPThi 0r C01/EQ
S
441AI. BEAR.
1416/DE ATARI C F&P
INSIDE 19h0"'E TER
6„
0-0
/0 r/
all
15'-Ol'
r4'1
01- 7, O ,. ,.
6 ,. .
so
C01'ICRETE, SECTION DIX
4
114 " 70 .4 Roek
y ,a.
- CASE3-
A B L E C
lv o �c.AL�
T
P .
DEPT/I
DF
COVER
CLASS Iso PIPE
C L A,SS 200 PIE'S'
1416/DE ATARI C F&P
INSIDE 19h0"'E TER
6„
8 rr
/0 r/
all
8 „
!0 ,,
16=1'' 2611
5'-0//
6,_ 0
E SUPPORTDETAiLS,
KOG i
NO SCALE
1 -
3
L
J 'i
APPROVED BY -- - CITY OF- FONTANA ,CALIFORNIA
•Consulting • - ;•
ARCADIA (818)447-4494 <
SANTA ANA (714)250-5525 \
RKS DEPARTMENT
•-,� PUBLIC WO
kPALM SPRINGS (619)320-4220
f v _
� 'RANCHO CUCAMONGA (714)989-8983' -
DRAWN BY SOUTHAIDGE VILLAGE
SCALE
• �R. E.,
I
"� " 'C' MAR I LLO (805)388-2344.
r j
1 RECC)Rp ORAWINV /t./!/, WILLIAM D. LEW S EXP. 6-30-69 - � - DESIGNED 8Y /�
D E T/1 1 `L S DATE
NO. DESCRIPTION ENGR_ DATE CITY wATE t
APPt't. _ AFPR. - - ---� SCALE -
DESIGNED BY /-/!g- CHECKED BY s.�/• FILE NO.
-
R E V I S 10 N S DRAWN BY /N/Ar DATE 3 -17-,Oe AS SHOGUN 1400.9
CHECKED BY / ,l�d'�tit �',. DR.
NO,: SHEI=1`
• i j APPROVED
1583 21OF23
FORS GRAPHICS 080 �
CIVIL ENGINEER 8305 ")
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