HomeMy WebLinkAbout3544-255 54 53 51
ATHENA DRIVE
SEM LATERALS TRACT 16568
zt
EXISTING 18" SEWER
1
44
REF. DWG. NO. 2104
16+80 —
3
SHT. 14 AND 15/15
4
w
5
17+90 —
�"`C56
17+50 —
53
16+77 —
54
16±58
55
16+08
56
+±
55 54 53 51
ATHENA DRIVE
REV.
0
DIAL TWO WORKING
BEFORE DAYS BEFORE
o YOU DIG err' YOU DIG
TOLL FREE 1-800-227-2600
4 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
"z Ix i
3
LO
Im 25' 25
50'
2
CATAWBA AVENUE
SEE SHEET 3
DATE 1 ENGR.1 CITY I DATE
o o40
Z pp�.,, ' J + +
-i
8 T (F 2 ALLISON WAY �
CWH'C SCALE SRW LATERALS TRACT 16568
Io o so +o w Ieo" BACKWATER
LOT NO. DESIGN STA. AS -BUILT" STA.YES I N0
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CAURRILED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONI ORtAANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
ON FEET,
1"s 40 ft
BASIS OF BEARINGS:
SEM LATERALS TRACT 16568
LOT NO.
DESIGN STA. "AS -BUILT" STA. BACKWATER
YES NO
1
16+03
2
16+80 —
3
17+00 —
4
17+77 —
5
17+90 —
52
17+50 —
53
16+77 —
54
16±58
55
16+08
56
1 15+58
REV.
0
DIAL TWO WORKING
BEFORE DAYS BEFORE
o YOU DIG err' YOU DIG
TOLL FREE 1-800-227-2600
4 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
"z Ix i
3
LO
Im 25' 25
50'
2
CATAWBA AVENUE
SEE SHEET 3
DATE 1 ENGR.1 CITY I DATE
o o40
Z pp�.,, ' J + +
-i
8 T (F 2 ALLISON WAY �
CWH'C SCALE SRW LATERALS TRACT 16568
Io o so +o w Ieo" BACKWATER
LOT NO. DESIGN STA. AS -BUILT" STA.YES I N0
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CAURRILED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONI ORtAANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
ON FEET,
1"s 40 ft
BASIS OF BEARINGS:
BEARING ARE BASED ON
THE WEST LINE OF SOUTHEAST QUARTER OF
SECTION 36, T1N, R6'►1,
S.B.M. AS SHOWN ON TRACT 16085-1,
M.B.282/16-20, BEING:
N00'04'387E
BENCHMARK
PREPARED FOR:
YOKING HOMES
B.M. 1361, SPIKE IN NORTH FACE OF P.P.
10370 TRADEMARK STREET
#1536697E AT SOUTHWEST CORNER OF
RANCHO CUCAMONGA,
BASELINE AVENUE AND SULTANA AVENUE.
CALIFORNIA, 91730
(909) 291-7600
FAX (909) 291-7630
ELEVATION` 11365.01
D
38 12+20 —
39 10+88 —
40 10+17 —
41 10+07 —
_ Prepared By:
74 L ALLARD ENGINEERING
I Civil Engineering - Land Surveying - Land Planning
6253 Sierra Avenue
Fontana, California 92335
(909' 356-1815 Fax (9091 356-1795
Z-4+
David S. Hammer, A.C.E. 43976 Date
(expires 6130/2005)
CONSTRUCTION NOTES
V CONSTRUCT 8" EXTRA STRENGTH VCP SEWER kWN
2O— CONSTRUCT 48" PRECAST MANHOLE PER CITY STD. DWG. NO. 112
3Q— INSTALL BACKWATER CHECK VALVE
O—CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL, AND CLEANOUT PER
CITY STD. DWG. NO. 125 (SEE GENERAL NOTE NO. -30)
(D—FILL ABANDONED PORTION OF SEWER LINE WITH CONCRETE SLURRY
AND ABANDON PER SECTION 306-5 "ABANDONMENT OF CONDUITS
AND STRUCTURES" OF "GREEN BOOK" STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION, 2000 EDITION
oi- IWALL 8" PLUQ
QgpF ESS /
4�``4 JOU
S. H,q,y
_ z DRAWN BY.
No. 43976 m AE
Exp. 6130/05 * DESIGNED BY.
c i v I L �c���P CHECKED BY.
pfi CALx DSH
CITY OF FONTANA CALIFORNIA
RANCHO FONTANA SPECIFIC PLAN
TRACT NO. 16568 SCALE: AS NOTED
THENA DRIVE & ALLISON WAY DATE:
SE1rE ';VIP VEMENT PLAN JUNE 2004
PPP�OVEDVDRAWING NO.: 2
�3•
CITY GINEER R.C.E. 51152 354 4
Filename: MAdwg\15918\Finn1 Design\SEWER\16568SW02.dwg