HomeMy WebLinkAbout3265-3Z7-1-SCALE: 1 40
PA
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
15
",PROP.
R/W
NO
16
11 +43
10+00.00 -MUMS ST,
17
11+65
I(o
00
I -----
18
- -----------
Lo
PROP. C&G
12+95.08-EDELWEIS ST�-�--
CL MH #2
DRAWING NO.: 3
YES
lzj
N
iO3-21- E
11 A
22
11+60
NO
Lo
STREET CL INTERSECTION
Ln 1
10+00.00 -MUMS ST
c\j
w
11+70.01-
B CL MH #
12+95.08-EDELWEIS
ST i
f
3
co
3 -D
5
4,
`
0-
0
ct�
3
i
2 ' 25
c,
in
0-
PROP. R/W
7
(o
+9
18
PROP. C&G
17
0
:ROP. 8 AT
W El
+
by OTHERS
PROP.
R/W
r
EDELWEIS
ST.
SEE
SHEET
2
PA
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
15
10+84
NO
16
11 +43
NO
17
11+65
AS SHOWN
NO
18
11+00
AUG, 2002
NO
19
10-4-55
DRAWING NO.: 3
YES
21
10+90
NO
22
11+60
NO
(D INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO. 112 (I.D,=48")
INSTALL 4" EXTRA STRENGTH V.C.P. LATERAL AND
CLEANOUT PER CITY STD. DWG. NO. 125
INSTALL 4" BACKFLOW PREVENTION DEVICE
EDELWEIS ST.
SEE SHEET 2
'51D'
9
25'
PROP. R/W
14 15
16
_ _ i i li PROP. 8" NATER
BY OTHERS
:D
100-
PROP. R/W 3 3
Lo
Z7 —Y ---
SCALE: —1- �== 40
PROP. R/W
PROP. C&G
0 11 1 +48
10+00.00 -LAVENDER ST. -BC s
=15+74.20-EDELWEIS ST. --11 +48.00-E
CL MH #3 C 2
C I- N)
(.n w w CL MH #5
-- ------------ -
STREET CL INTERSECTION \—PROP. R/W
10+00.00 -LAVENDER STPROP. C&C
1
15+72.74-EDELWEIS ST LO PROP. 8" WATER 3 BY OTHERS
12
0
EDELWEIS ST.
SEE SHEET 2
RECORD Dn-
LAVENDER ST.
... -rF1.1" ID � 7 " i
, l 11 711
P"Am" C)14 is `
IT Ts F013 ANS' 'ERposs OR Omilllls*Nlol.l 11r,""i
C4.,4VE NNICORPORATED IlWrOTHE I Rr Al,:;
A REGULT7l4,EnE0F
REV. RE01ON DESCRIP" , A - 0 - N .......... ..... . .. . .. DATE I ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
DF`l-'fA,71,v( ONG
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 IN EFFECT.
BENCH MARK: #360 BASIS OF BEARINGS:
THE BEARING OF N 00'22'40" E ALONG
CITY OF FONTANA BENCH MARK # THE CL OF BEECH AVE., AS SHOWN ON
360 A NAIL IN POLE # 1563704E AT TR NO 13325-2, FILED IN BK, 216, PG.
SOUTHWEST CORNER OF LIME AVE. 13-18, INCLUSIVE IN MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF S.B.C.,
AND BASELINE AVE. WAS USED AS THE BASIS OF BEARING FOR
ELEVATION: 1376.03 THIS MAP.
Prepared Under The Supervision Of
OFESS/ PREPARED IN THE OFFICE OF
fix, �N FMADOLE AND ASSOCIATES, INC.
DRAWN BY:
Na.2183 10601 CHURCH STREET, STE. 107
n, RANCHO CUCAMONGA, CA 91730
p: -- BY-
* Ex9-30-05 PHONE (909) 948-1311 6E—SIONED
oll DLS
clvo-
CA0 e�1&1111��— Date CHECKED BY:
RCE 62183 U EXP. 9-30-05
LLP
SCALE IN FEET
No mlowalt, m1lill"Wil, ! I I �! �! � 1, � � UTINEI
!01
clq
SCALE:
AS SHOWN
IRA
DATE:
0
AUG, 2002
(D INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO. 112 (I.D,=48")
INSTALL 4" EXTRA STRENGTH V.C.P. LATERAL AND
CLEANOUT PER CITY STD. DWG. NO. 125
INSTALL 4" BACKFLOW PREVENTION DEVICE
EDELWEIS ST.
SEE SHEET 2
'51D'
9
25'
PROP. R/W
14 15
16
_ _ i i li PROP. 8" NATER
BY OTHERS
:D
100-
PROP. R/W 3 3
Lo
Z7 —Y ---
SCALE: —1- �== 40
PROP. R/W
PROP. C&G
0 11 1 +48
10+00.00 -LAVENDER ST. -BC s
=15+74.20-EDELWEIS ST. --11 +48.00-E
CL MH #3 C 2
C I- N)
(.n w w CL MH #5
-- ------------ -
STREET CL INTERSECTION \—PROP. R/W
10+00.00 -LAVENDER STPROP. C&C
1
15+72.74-EDELWEIS ST LO PROP. 8" WATER 3 BY OTHERS
12
0
EDELWEIS ST.
SEE SHEET 2
RECORD Dn-
LAVENDER ST.
... -rF1.1" ID � 7 " i
, l 11 711
P"Am" C)14 is `
IT Ts F013 ANS' 'ERposs OR Omilllls*Nlol.l 11r,""i
C4.,4VE NNICORPORATED IlWrOTHE I Rr Al,:;
A REGULT7l4,EnE0F
REV. RE01ON DESCRIP" , A - 0 - N .......... ..... . .. . .. DATE I ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
DF`l-'fA,71,v( ONG
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 IN EFFECT.
BENCH MARK: #360 BASIS OF BEARINGS:
THE BEARING OF N 00'22'40" E ALONG
CITY OF FONTANA BENCH MARK # THE CL OF BEECH AVE., AS SHOWN ON
360 A NAIL IN POLE # 1563704E AT TR NO 13325-2, FILED IN BK, 216, PG.
SOUTHWEST CORNER OF LIME AVE. 13-18, INCLUSIVE IN MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF S.B.C.,
AND BASELINE AVE. WAS USED AS THE BASIS OF BEARING FOR
ELEVATION: 1376.03 THIS MAP.
Prepared Under The Supervision Of
OFESS/ PREPARED IN THE OFFICE OF
fix, �N FMADOLE AND ASSOCIATES, INC.
DRAWN BY:
Na.2183 10601 CHURCH STREET, STE. 107
n, RANCHO CUCAMONGA, CA 91730
p: -- BY-
* Ex9-30-05 PHONE (909) 948-1311 6E—SIONED
oll DLS
clvo-
CA0 e�1&1111��— Date CHECKED BY:
RCE 62183 U EXP. 9-30-05
LLP
SCALE IN FEET
No mlowalt, m1lill"Wil, ! I I �! �! � 1, � � UTINEI
clq
SCALE:
AS SHOWN
DATE:
0
AUG, 2002
z
DRAWING NO.: 3
3263 3
cit