HomeMy WebLinkAbout5094-2AID. DENT IN. PLACE, MEN �EAM
IS FUiWFIP
E TI,0N —A
4-1440M (#3) EVARS,
0 mm
.,. --I9AIN LINE SEWE
-CONCRETE
ELE Ti N. ',SECTION
IM EY BASE
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CASE 11
STANDARD FLANS FOR PUBLIC WORK.S ON TRU T O
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CHIMNEYS
V.!
1, THE UPPEREND F THE CHIMNEY PIPE SHALL BE AT LEAST 2.5 m.
13ELO THE` GRAD OF THE LOWER CURB,
r 'NO CONNECTION SHALL 0E MADE .01RECTLY° TO TOP OF CHIMNEY
PIPE.
3. WHERE ONE CUE LATERAL 13 TO BE JOINED TO, THE CHIMNEY
WIPE, USE i i l<E VIYE AND FACE WYE. TOWARI)s PROPERTY TO
13E SERVED.
4: WH RL Two OR :h; ORE: HOUSE. LATERAL$ .ARE TO BE JOINED. TO THE
CHIMNEY P- I INSTALL WYE BRANCHES .AS FOLLOWS.,.
k FOR TWO HOUSE LATERALS} ONE SERA N+G ��C.H SIDE O.F.
STREET, USE A DQUB'L.E WYE. BRANCH,
B.. FOR TWO HOUSE LATERALS SEWNG THE.. -SAME SIOE 017 THE
STREET, UJE T'A'O SINGLE 'AYE'S STACKED NTH BRANCHES
FACING THE P€ OPERT[ES .`SERVED.,
C. FOR THREE~ OR FOUR H*OUST= LA,TE'RALS, USE TWO DOUBLE WYF
BRANCHES OR ONE DOUBLE. AN[) ONE SINGLE WYE .BRANCH
STACKED.
5. EACH DOUBLE OR SINGLE WYE BRANCH AND E10,14TH BEND SHALL BE
SUPPORTED Y A CONCRETE 'BEAM AS SHOWN.
6.. FOR CHiM.NEY BASE* 150 mm ('P) TEE BRANCH OR. WYE SHALL J9
I S'T�ALLED VERTICALLY ON TOP OF THE MAIN; LINE SEWER As SROWN,
THE: CHIMNEYBASE MUST BE POURED ANIS ..SET WITH DOWELS AS
SHON% 24 HOURS BEFORE THE CHIMNEY CONCRETE IS POURED.
7.
ALL CONCRETE .q1-IOVIN SHALL.BE CLASS 1.0--0�17 (520--�C-2500),
S. CASE. I SI°#AILL. BE FOR VITRIFIED :CLAY PIPE ONLY,
9. CASE 11.. SHALL. :BE FOR ,ALL ALLOWABLE PIPE MATE.R(ALS,
10. FOR, ABS PIPE USE SOLVENT. WELDED 401:14TS ONLY:
1.1, A CAP SHALL BE.INSTALLED AT THE OPENING OF THE PIPE
RISER AND AT EACH UNCONNECTED BRANCH, SEALED AROUND
ITS CIRCUMFERENCE WTH 25 rm .(1 ') THICK 'T'Y'PE "F"' MoE�TAR:
TOLL FREE ''mmmp"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
m
REVISION DESCRIPTION
ENGR. I DATE I CITY I DATE
TRACT BOUNDARY
HALLOW ROOT STREEJ
HALLO W ROOT STREE
SEE SHEET 3 1
PREPARED FOR:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
BASIS OF BEARINGS:
THE BASIS OF BEARINGS ARE BASED ON THE CENTERLINE
OF SUMMIT AVENUE AS SHOWN ON RECORD OF SURVEY,
RECORDED IN BOOK 35, PAGE 9. BEING: N 89'30'06" E
BENCENARK
BRASS CAP IN THE CONCRETE BASE OF THE SOUTH
LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND,
0.2 MI WEST OF SAN SEVAINE RD., 2.65 MI WEST
OF SIERRA AVE.
ELEVATION: 1428.609
CONSTRUMON NOT5
::CONSTRUCT31 8" CONSTRUCT EXTRA STRENGTH V.C.P. SEWER MAIN
2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001
4 V.C.P. SEWER LATERAL & HOUSE CLEANOUT PER CITY STD.
DWG. NO 2009
r64 CONSTRUCT BACKWATER CHECK VALVE
CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001
Prepared
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16066 Seville Avenue
Fontana, California 92335
Ph. (909) 356-1815 Fax (909) 356-1795
.P,) 12. avJ .5111i
He old H. Allard B.C.E. 79085 Date
(expires 3/31/2016)
19 nFESS/
R. 4,1
'9l
DRAWN BY:
No. 79086 � DBW/HMG
Exp. 3/31/16 � DESIGNED BY:
DBW
S�9TF C l V \L CHECKED BY:
OF, CA\- RRA
PAD= t (xl
2
59
PAD -4716.1
r
SEWER LATERALS TRACT M
LOT NO.
DESIGN STA. "AS—BUILT„ STA.
BACKWATER
YES NO
52
15+40
X
53
15+92
X
54
16+52
X
55
17+12
X
56
17+72
X
57
18+32
X
58
18+92
X
59
19+49
X
60
19+53
X
61
18+96
X
62
18+36
X
63
17+76
X
64
17+16
X
65
15+56
X
66
15+96
X
67
15+44
X
GRAPHIC SCALE
20 40 80 160
(IN FffT )
1 M a 40 FT.
CINOF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
rrwa No. mss
PIN&&F AVENUE
>4J DATE: °l
ENGINEER R.C.E. 51152
SCALE:
AS NOTED
DATE:
April, 2014
DRAWING NO.: 2
50%
9
Filename: 1:\Lennor Homes— 13703\Tract 17165 30ac's\ DWG's\ FINAL DESIGN\SEWER\SEWER SHEET 2.DWG