HomeMy WebLinkAbout3518-21050
PL PL
29' 29'
(TYP.) (TYP.)
5' 5'
MIN. MIN.
SEWER
6' TYP.
�--WATER
WATER METER
CLEANOUT
— — SOUTH/WEST R/W
VARIES
NORTH/EAST R/W 16 -18
TYPICAL LOTS
NOT TO SCALE
1030
1050
1040
1030
0 10 20 30
MODIFIED WYE - LATERAL LOT 142
PROFILE SCALE: HORIZ. 1" = 4'
VERT. 1" = 4'
0 10 20 30
MODIFIED V11YE - LATERAL LOT 143
PROFILE SCALE: HORIZ. 1" = 4'
BENCH MARK:
VERT. 1" = 4'
EL = 1077.40
REV. REVISION DESCRIPTION
CHISELED BOX IN EASTERLY TOP CURB, O
TAMARIND AVE.; 60' SOUTH OF TAMARIND
CT., 500' SOUTH OF SLOVER
0
BASIS OF BEARINGS: DIAL TW
THE BEARINGS HEREON ARE BASED ON THE BEFORE DP
CENTERLINE OF JURUPA AVENUE SHOWN AS YOU DIG
NORTH 89'04'00" EAST PER PARCEL MAP NO. TOLL FREE " 1-800-227-2600
16074 P.M.B. 278/78-92. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
RECORD DRAWING
E
OPTIONAL SIDE OF , >-
BLANKET '(TYP.)
CONCRETE BLANKET '
(CLASS 265C1 4 t
(450-�C-20th CONC, ETE)
UNDISTURBED EARITH ITYP.)
EXISTING PIPE
OUTSIDE OF PIPE BELL -
W,I(SEE NOTE 3)
�y
w 04/2 FOR D 375 mm (151
(FOR EXISTING PIPES CROSSED OYER BY A NEW PIPE)
NOTES
L CONCRETE BLANKET IS REQUIRED WHEN TETE CLEARANCE BETWEEN THE TOFF OF THE EXISTING PIPE
AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN 450 mm 09 IN.).
2. Y = 0/6 050 tram IG IN.) MIN.)- WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND
THE BOTTOM OF THE CROSSING PIPE IS LESS THAN Y. THE CONCRETE SHALL BE PLACED BETWEEN THE
PIPES AND AROUND THE SIDE'S OF THE CROSSING PIPE UP TO A LEVEL EQUAL TO Y ABOVE THEEXIST—
ING PIPE, OR AS REQUIRED BY NOTE 3 BELOW, WHICH€VER I HIGHER.
3. X x D/I2, MKIMUM, 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 TO MAKE CONTACT'
WITH THE LOWER 904 OF THE CROSSING PIPE.
4. THE BLANKET SHALL EXTEND LONGITUDINALLY TO TETE FIRST JOINT BEYOND THE TRENCH EXCAVATION'
AT EACH END OF THE BLANKET, EXCEPT THAT THE BLANKET NEED NOT BE EXTENDER MORE: THAN 1.2
(4 FT.) BEYOND THE TRENCH.
.'REFEEV`ER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET, ALL DIMENSIONS SHALL
)TEF R TO TETE BELL.
INVERT SLAB OF ARCH OR BOX � 15Cimm
SECTION (CROSSING CONDUIT) 4I6•I
(UNDISTURBED EAR H� ,rI r
I
EXISTING PIPE—
OUTSIDE OF PIPE BELL—1
it 50 mm (2;) THICK STYROFOAM OR
ISOarrrrr OTHER APPROVES) COMPRESSIBLE
(6") MATERIAL
NO MINIMUM
NOTES.,
I. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING
PIPE AND THE BOTTOM( OF THE CROSSING CONDUIT IBOX OR ARCH) IS LES$, THAN 450 mm (to IN,).
2., THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH.
AMERICAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER
PURURSM ..
SBLANKET
PROTECTION
(AP
METRIC;
t99a
INSTALL 8" EXTRA STRENGTH VCP SEWER LINE
225-1
L.F.
SHEET I OF
USE WITH STANIIIARO SPECIFICATION'S FOR PUBLIC WORKS CONSTRUCTION
PROPOSED STORM DRAIN
SEWER MAIN
z
+ — — —
SLOPE ® 2% MIN.
TEE
CASE A
SEE PROFILES LEFT
(VOTES
1. SEWER LATERALS SHALL HAVE A MINIMUM SLOPE OF 2%.
2. PLUGS SHALL BE CEMENTED IN WITH CEMENT MORTAR, OR SHALL BE NEOPRENE STOPPER OF
APPROVED EQUAL.
3. 2' WIDE METALLIC DETECTABLE LOCATOR TAPE SHALL BE PLACED APPROXIMATELY 6' ABOVE
EACH LATERAL, BUT NOT GREATER THAN 6' DEEP, UNLESS OTHERWISE DIRECTED BY THE
ENGINEER.
MODIFIED WYE DETAIL
NOT TO SCALE
CONSTRUCTION NOTES & O UA NTI T Y ES TI IIIA TE
N0.
ITEM TO BE CONSTRUCTED OR INSTALLED - SEWER
QUANTITY
UNIT
O1
INSTALL 8" EXTRA STRENGTH VCP SEWER LINE
1,857
L.F.
O
INSTALL 12" EXTRA STRENGTH VCP SEWER LINE
3,830
L. F.
O
INSTALL 4" SEWER LATERAL & RESIDENTIAL CLEAN-OUT
5,133
L. F.
PER CITY OF FONTANA STD 125 & DETAIL HERE ON
®
INSTALL 48" I.D. MANHOLE PER CITY OF FONTANA STD 112
27
EA.
CORE EXISTING MANHOLE SHAFT AND REVISE BOTTOM SHELF TO ACCEPT
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INCOMING FLOW FROM NORTH AND CONNECT PROPOSED 12" VCP SEWER
1
EA.
5 1
INSTALL CONCRETE BLANKET PER APWA STD. 225-1 SHOWN HERE ON
38
L. F.
O
INSTALL 6" COMMERCIAL SEWER LATERAL & CLEAN-OUT
29
L. F.
PER CITY OF FONTANA STD 125
�pFESS/4�,
C. y�q�e
ILN m
Lu No. 63494 •
Exp. Sept. 30, 2008
J'r Clvt!' ��Q MATT EW C. HICKS
grFOFra��F�� RCE NO. 63494 EXP. 09-30-08
DATE: 5 -
0
DATE
ENGR.
CITY
DATE
PLANNING E DESIGN ■ CONSTRUCTION �
SHOULD CONSTRUCTION QROFEssio*, 3536 CONCOURS, SUITE 220 CITY OF FO TA A, CALIFORNIA 0
N OF THE REQUIRED RED IMPROVEMENTS NOT �o W ONTARIO, CALIFORNIA 91764-5592 E �
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� �� of �� 909.581.0196 ■ FAX 909.581.0192 • www.RBF.com .14-
SEWER IMPROVEMENT PLANS
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER �� �N ® ® ° DRAWN BY: SCALE: 'o
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS "� No .63494 m C o N S U I N G B, B. DE T A I L SHEET NTS �,
EXP. 9/30/06 JOB NUMBER
TO BRING THEM INTO CONFORMANCE WITH CONDITIONS ANDl olv1� �' PREPAR U ER T� ERVI ION OF: DESIGNED BY: TRACT 16495-1 15-100634 Q
STANDARDS IN EFFECT. qTF OF CN %' DATE: �7-�l•tl-f' CHECKED B APPROVED BY: DRAWING N0. 2 0
f -P -t ,�.�o�''��`�'' 3�¢��� 3518
MATTHEW C. HICKS RCE NO. 63494 EXP. 09-30-06 R.J. RICARDO SANDOVAL R.C.E. 51152 DATE: 12
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04/08
5 1