HomeMy WebLinkAbout3524-2PL PL
VARIES VARIES
5' 5'
MIN. MIN.
SEWER
-WATER
owl
7' TYP. VARIES 5'-7'
SEE PLAN NORTH/EAST R/W
TYPICAL LOT
NOT TO SCALE
WATER METER
CLEANOUT/ SEWER LATERAL
SOUTH/WEST R/W
CROSSING PIPE WALL
(DIAMETER OF PIPE w DI)
OPTIONAL SIDE 4F r '•a � � `a„r
(SEE NOTE 3)'
BLANKET (TYP.)CONCRETE BLANKET(CLASS 265014(450-C-'21700} CONCRETE) P.1
. 11 i at2 F9i2 b 375 m tl ,'I
tJHCiISTIIRHED EARTH tTYP.I �lO4 m
3Da/4 FOR D s 375 mm vs*)
EXISTING PIPE6T P.I1 .
OUTSIDE OFPIPE BELL
MOM SLANKEI
(FOR EXISTING PIPES CROSSED OYER BY A NEW PIPE)
NOTES -
1. CONCRETE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE
AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN 450 mm 118 IK).
2. Y a D/6 1150 rim t& INA MIN,L WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTIN13 PIPE AND
THE BOTTOM OF THE CROSSING PIPE IS LESS THAN Y. THE CONCRETE ,SHALL BE PLACED BETWEEN THE
PIPES AND AROUND THE SIDES OF THE CROSSING PIPE UP TO A LEVEL EQUAL TO Y ABOVE THE EXIST—
ING PIKE, OR AS REQUIRED BY NOTE 3 BELOW. WHICHEVER IS HIGHER.
3. X = D/12, MINIMUM, TO PROVIDE BEDDING MATERIAL FOR THE CROSSING' CONDUIT, WHEN X IS LESS
THAN THIS MINIMUM. THE ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TQ MAKE CONTACT`
WITH THE LOWER 900 OF THE CROSSING' PIPE.
4. THE BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION
AT EACH END OF THE BLANKET. EXCEPT THAT THE BLANKET NEED NOT ,BE EXTENDED MORE THAN 1.2 m
14 FT3 BEYOND THE TRENCH.
5. WHENEVER A RIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET, ALL DIMENSIONS SHALT.
REFER TO THE BELL,
THICK STYROFOAM OR
_ r tl,s rr —yn *.._„')
INVERT SLAB OF ARCH {?R E14 50 mm 12
X ' lSOmm 150mm OTHER APPROVED COMPRESSIBLE
SECTION (CROSSING CONDUIT)1 yt. 1•) MATERIAL
UNDISTURBED EARTH NtSMINIMUM
1,
EXISTING PIPE.
OUTSIDE OF PIKE BELL-
COMPRESSIBLE I'BLE BL iKET
(FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH)
NI7Ttws�
I. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING
PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 450 mm (18 IN.).
2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH.
3. DIMENSIONS SHOWN ON THIS PLAN FOR TRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES,
IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES,
WITH THE EXCEPTION OF REINFORCING 'BAR SIZES FOR WHICH ENGLISH (IMPERIAL) BAR SIZES
MAY BE SUBSTITUTED FOR METRIC BAR SIZES, IF ENGLISH UNITS ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE ENGLISH VALUES.
AMERICAN PUBLIC WORKS ASSOCIATION • CaIJTN{RN CALIFORNIA CHAPTER
P?z+aiGx'rEc, BvTrrE �•/ �y�! PRTTN �f■ STANDARD PIAN
PU$LiC 41.S"z£iK,^, S7ANt,3$�k'S41F,C... iii 1T 0 4 ESd i IO fi FOR PIPES m�91' ��.
GA�E�V6(7K5K Ct?M�i i FE �/ "�.
�19a�
P`v.'*� USE H STANDARD SPECIFICATIONS SPEIIFIDAT1taNS t"QR PUBLIC
ell
ITEM TO BE CONSTRUCTED OR INSTALLED
QUANTITY
UNIT
O1
INSTALL 8" EXTRA STRENGTH VCP SEWER LINE
3,622
L.F.
O2
INSTALL 12" EXTRA STRENGTH VCP SEWER LINE
487
V110RK5 C€IAISTRt30TIC?14
SHEET 9 OF iC.
BENCH MARK:
EL = 1077.40
CHISELED BOX IN EASTERLY TOP CURB,
TAMARIND AVE.; 60' SOUTH OF TAMARIND
CT., 500' SOUTH OF SLOVER
BASIS OF BEARINGS:
THE BEARINGS HEREON ARE BASED ON THE
CENTERLINE OF JURUPA AVENUE SHOWN AS
AS
NORTH 89'04'00” EAST PER PARCEL MAP NO.
16074 P.M.B. 278/78-92.
16' OR 18'
SEE PLAN
NO,
ITEM TO BE CONSTRUCTED OR INSTALLED
QUANTITY
UNIT
O1
INSTALL 8" EXTRA STRENGTH VCP SEWER LINE
3,622
L.F.
O2
INSTALL 12" EXTRA STRENGTH VCP SEWER LINE
487
L.F.
O3
INSTALL 4" SEWER LATERAL & RESIDENTIAL CLEAN-OUT PER CITY OF FONTANA STD. 125
4,830
EA.
®
INSTALL 48" I.D. MANHOLE PER CITY OF FONTANA STD. 112
17
EA.
O
CONSTRUCT CONCRETE BLANKET PER APWA STD 225-1 SHOWN ON THIS SHEET
12
L.F.
Q�pFESS/p�q
N
CD
N0.63494
Exp. Sept. 30, 2008
J'J CIVIL
�TFOF CAUFRCE NO. 63494 EXP. 09-30-08
Q O
o
DIAL TWO w❑RK I NG
BEFORE � DAYS BEFORE
YOU DIG Y❑u DTA
TOLL FREE i —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
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 I N EFFECT.
Q��FESSIpN9l
�� �C.
c
N° . x3494 r- 1
Exp. 9/30/06
lir c 1 v I�"`Eo��~
F OF C A�
i
PLANNING M DESIGN ® CONSTRUCTION
3536
� ONTARIOSCALIFORNIA,
ALI ORN1Ar91764--5592
909.581.0196 ■ FAX 909.581.0192 ■ www.RBF.com
CONSULT 1 N G
F:
PREPARED UND , TH SUPER SI7�1
� DATE. % Z
'
O®,' RlklyffilA
CITY 01' FO
�' ,®
SEWER IMPROVEMENT PLAN
DRAWN BY:
M. E.
DETML SHEET
7 T E X16495
SCALE:
NTS
DESIGNED BY:
JOB NUMBER
15-100636
R.G.
A ROVED
-, � � � 111
DRAWING N0.
2
3524 8
CHECKED BY:
lalo I
B.
1
RECORD DWG.
03/08
MCH
. Dt
MATT EW C_ HICKS RCE N0. 63494 EXP. 09-30-06
ICARDO SANDOVAL R.C.E. 51152 DATE:
E
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