HomeMy WebLinkAbout5094-3REVISION DESCRIPTION■
Prepared By:
94OULD CONSMUCWN OF REQUIRED BASIS OF BEARINM-
aiy OF FONTANA CALIFORNIA
E
"ALLARD ENGINEERING
IMPROVEMM NOT COMMENCE W"M PREPARED FOR: I'HE BASIS OF BEARINGS ARE BASED ON THE CENTERLIN
OF SUMMIT AVENUE AS SHOWN ON RECORD OF SURYEY..
TWO YM OF 7HE DATE OF ARROVAL ............ SEWER IMPROVEMENT PLAN
RECORDED IN BOOK 35, PAGE 9. BEING: N 89"30'06" E Civil Engineering Land Surveying - Land Plantng
LENNAR
SHOWN HIEREON AND CARRIED FOR7H IN A
DRAN'SCALE.-
I 'N BY.
DIAL 16955 Seville Avenue
:z
MY TRAC7 NO. T7165
TWO WORKING, DIIXENT "NER, THE Cff ENCH41B t 980 MONTECITO DRIVE, SUITE 302 DBW/HMG
BENCHMARK
No., 79086
AS NOTED
BEFORE
►
FantanE, Cehiamis, 92335 m
CORONA, CA 92879
`DAYS BEFORE.
DESIGNED BY.- DATE.
ItWIRE REVISIONS TO THE PMNS TO BRASS CAP IN THE CONCRETE BASE OF THE SOUTH
`0
YOU DIG YOU DIG Ph (909) 356 Fax (909) 356-1795
Apdf, 2014
DOW
0.2 MI WEST OF SAN SEVAINE RD., 2.65 MI WEST sill
-J*
WR CONDITICkNS AND STANDARDS IN URCT FAX (951) 817-3650 OF SIERRA AVE. kp :CHECKED BT* DRAWING NO.:
Exp. 3/31/16 HALLOW ROOT STREET
J RRINC THEM INT (951) 817-3545 LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND,
0 CONFORWNCE WITH
ELEVATION: 1428.609 (exgTes 3/31/2016)
5094
Y
m 0 Now -- so 1w1wwww ff • f I I%F%ft If
DESIGN STA.
1 -21.1% 'Sit—It 19:4
64' -
INFIL ATION
TR
A
PINE LEAF AVENUE
A A"
BAbtN 2
SEE SHEET 2
ddft m 1k
AV IL Ar
HAIMLU �V 511<EEI
CONSTRUCHON
SEE SHEET 9
,OFESS/
NOTFS
-V- G,)
�z
1 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN
79086 fn
m
MEIN
2 CONSTRUCT 48" PRECAST CONCRETE 'MANHOLE PER CITY STD. DWG. NO. 2001
EXP.
'�NOM
3 CONSTRUCT 4" V.C.P. SEWER LATERAL & HOUSE CLEANOUT PER CITY STD. DWG. NO 2009
1
REVISION DESCRIPTION■
Prepared By:
94OULD CONSMUCWN OF REQUIRED BASIS OF BEARINM-
aiy OF FONTANA CALIFORNIA
E
"ALLARD ENGINEERING
IMPROVEMM NOT COMMENCE W"M PREPARED FOR: I'HE BASIS OF BEARINGS ARE BASED ON THE CENTERLIN
OF SUMMIT AVENUE AS SHOWN ON RECORD OF SURYEY..
TWO YM OF 7HE DATE OF ARROVAL ............ SEWER IMPROVEMENT PLAN
RECORDED IN BOOK 35, PAGE 9. BEING: N 89"30'06" E Civil Engineering Land Surveying - Land Plantng
LENNAR
SHOWN HIEREON AND CARRIED FOR7H IN A
DRAN'SCALE.-
I 'N BY.
DIAL 16955 Seville Avenue
:z
MY TRAC7 NO. T7165
TWO WORKING, DIIXENT "NER, THE Cff ENCH41B t 980 MONTECITO DRIVE, SUITE 302 DBW/HMG
BENCHMARK
No., 79086
AS NOTED
BEFORE
►
FantanE, Cehiamis, 92335 m
CORONA, CA 92879
`DAYS BEFORE.
DESIGNED BY.- DATE.
ItWIRE REVISIONS TO THE PMNS TO BRASS CAP IN THE CONCRETE BASE OF THE SOUTH
`0
YOU DIG YOU DIG Ph (909) 356 Fax (909) 356-1795
Apdf, 2014
DOW
0.2 MI WEST OF SAN SEVAINE RD., 2.65 MI WEST sill
-J*
WR CONDITICkNS AND STANDARDS IN URCT FAX (951) 817-3650 OF SIERRA AVE. kp :CHECKED BT* DRAWING NO.:
Exp. 3/31/16 HALLOW ROOT STREET
J RRINC THEM INT (951) 817-3545 LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND,
0 CONFORWNCE WITH
ELEVATION: 1428.609 (exgTes 3/31/2016)
5094
00# 20' 121
m 0 Now -- so 1w1wwww ff • f I I%F%ft If
A
64' -
INFIL ATION
TR
A
PINE LEAF AVENUE
A A"
BAbtN 2
SEE SHEET 2
ddft m 1k
AV IL Ar
HAIMLU �V 511<EEI
CONSTRUCHON
SEE SHEET 9
,OFESS/
NOTFS
-V- G,)
�z
1 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN
79086 fn
m
2 CONSTRUCT 48" PRECAST CONCRETE 'MANHOLE PER CITY STD. DWG. NO. 2001
EXP.
'�NOM
3 CONSTRUCT 4" V.C.P. SEWER LATERAL & HOUSE CLEANOUT PER CITY STD. DWG. NO 2009
1
;,, cli
16 OF �13
DEPTH OF LATERAL WILL BE GREATER THAN 5
6 CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001
GMIC SCALE
ME M, NOW
"u C, 'sq
REVISION DESCRIPTION■
Prepared By:
94OULD CONSMUCWN OF REQUIRED BASIS OF BEARINM-
aiy OF FONTANA CALIFORNIA
E
"ALLARD ENGINEERING
IMPROVEMM NOT COMMENCE W"M PREPARED FOR: I'HE BASIS OF BEARINGS ARE BASED ON THE CENTERLIN
OF SUMMIT AVENUE AS SHOWN ON RECORD OF SURYEY..
TWO YM OF 7HE DATE OF ARROVAL ............ SEWER IMPROVEMENT PLAN
RECORDED IN BOOK 35, PAGE 9. BEING: N 89"30'06" E Civil Engineering Land Surveying - Land Plantng
LENNAR
SHOWN HIEREON AND CARRIED FOR7H IN A
DRAN'SCALE.-
I 'N BY.
DIAL 16955 Seville Avenue
:z
MY TRAC7 NO. T7165
TWO WORKING, DIIXENT "NER, THE Cff ENCH41B t 980 MONTECITO DRIVE, SUITE 302 DBW/HMG
BENCHMARK
No., 79086
AS NOTED
BEFORE
►
FantanE, Cehiamis, 92335 m
CORONA, CA 92879
`DAYS BEFORE.
DESIGNED BY.- DATE.
ItWIRE REVISIONS TO THE PMNS TO BRASS CAP IN THE CONCRETE BASE OF THE SOUTH
`0
YOU DIG YOU DIG Ph (909) 356 Fax (909) 356-1795
Apdf, 2014
DOW
0.2 MI WEST OF SAN SEVAINE RD., 2.65 MI WEST sill
-J*
WR CONDITICkNS AND STANDARDS IN URCT FAX (951) 817-3650 OF SIERRA AVE. kp :CHECKED BT* DRAWING NO.:
Exp. 3/31/16 HALLOW ROOT STREET
J RRINC THEM INT (951) 817-3545 LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND,
0 CONFORWNCE WITH
ELEVATION: 1428.609 (exgTes 3/31/2016)
5094