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JUNIPER
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PROFILE
EXTRA STRENGTH VCP SEWER
15+00 16+00 17+00 18+00
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F. I 240-061 -03
17 3/8" WATER
(FONTANA WATER CO.) (SGVWD)
STA 13+97.68 2
wC/L OFMH#8
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240-061-28 j
Ck,4- 00 15+00 LINE "B"
N 0' 1 6' 5 2" W
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AVE. EXISTING R/W�
240-091 —23 EX. 20' WIDE AC PAVEMENT 5;,�
240-091 —06 36
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ALLAE ENGINEERING
� No. 439713
OW Engfneming - Lend Surreying - Lend Planning ExP. 6/3012-y
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Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIG ALERT IDENTIFICATION NUMBER
BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL
BE VALID.
Call; TOLL FREE
1-800
227-2600
Associated Engineers
3311 EAST SHELBY STREET ONTARIO, CALIFORNIA 91764
TEL.: (909) 980-1982 FAX: (909) 941-0891
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25 3/8" WATER (JOB NO. 4358E
(FONTANA WATER CO.) (SGVWD)
93+10.48 C/L S. HIGHLAND AVE.
— 20+00.00 C L JUNIPER AVE.
(JOB NO. 2481)
240--061-27
STA 17+72.88 JUNIPER AVE.
=STA 00+00.00 S. HIGHLAND AVE. 2
0C/L OFMH#9
17 3/8" WATER (JOB NO. 4357E-2
(FONTANA WATER CO.) (SGVWD)
I L
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I
PLANS PREPARED BY:
DRAWN BY:
EAB
Q�OFESSION
SCALE:
1" = 40'
ELIAS A. BUSUEGO,
JR. II
FIBER OPTIC 5" TOP -14.60' N/0 C. L. xe 9 �'EW-2- lIJE,P�{
W
MAv
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ELEC 6-12 (OVH)
R. HOLLIMAN, P.E.
,
CO�G� E ?
(SCE) (230-2169-1)
DRAWN BY: E.
1 rtt
II DATE: 10/01
CHECKED BY: T.
430084.E Q
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EXP. 09/31/05
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(FONTANA)
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APPROVED:
55
OF cap\
1 '1�
15/92A3212u.
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- PP# 2964
8;
120/24
Ck,4- 00 15+00 LINE "B"
N 0' 1 6' 5 2" W
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AVE. EXISTING R/W�
240-091 —23 EX. 20' WIDE AC PAVEMENT 5;,�
240-091 —06 36
q Pxepered fly:a�gQP��� at,�
ALLAE ENGINEERING
� No. 439713
OW Engfneming - Lend Surreying - Lend Planning ExP. 6/3012-y
r
lM sierra Avenue d
fant=4 Caultna S
j i6�s Fax (Goal 1m
F
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIG ALERT IDENTIFICATION NUMBER
BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL
BE VALID.
Call; TOLL FREE
1-800
227-2600
Associated Engineers
3311 EAST SHELBY STREET ONTARIO, CALIFORNIA 91764
TEL.: (909) 980-1982 FAX: (909) 941-0891
0 xf
25 3/8" WATER (JOB NO. 4358E
(FONTANA WATER CO.) (SGVWD)
93+10.48 C/L S. HIGHLAND AVE.
— 20+00.00 C L JUNIPER AVE.
(JOB NO. 2481)
240--061-27
STA 17+72.88 JUNIPER AVE.
=STA 00+00.00 S. HIGHLAND AVE. 2
0C/L OFMH#9
17 3/8" WATER (JOB NO. 4357E-2
(FONTANA WATER CO.) (SGVWD)
I L
+00 j # I . µ v'1 +00EXISTING ` "1 g4.On "� 18+7? -65
I
JAMELt. DYE, P.E.- v RCE# C 49004 1 DATE
CONSTRUCTION NOTES
H01101' - 40'
SCALE
VERT.: 1' = 4'
O CONSTRUCT 10" EXTRA STRENGTH VCP SEWER,
ASTM C 700, D -LOAD 2400
O CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD.
DETAIL NO. 112, MODIFIED TO 4' INSIDE DIAMETER MANHOLE.
SEE FONTANA STD. DETAIL 114, CASE 2 FOR MANHOLE CHANNELING.
FIVE (5') FEET INSIDE DIAMETER FOR MANHOLE OF 15' OF DEPTH.
3 CONSTRUCT 2" AC OVERLAY, TYPE "A," GRADE AR -4000 1/2" MAX MC
PER CHANGE ORDER #1.
O REPLACE DAMAGED PAVEMENT 4 1/2" AC OVER NATIVE IN JUNIPER AVE.
REPLACE DAMAGED PAVEMENT 6 1/2" AC OVER NATIVE IN S. HIGHLAND AV
O CONSTRUCT 8" EXTRA STRENGTH VCP SEWER,
"' sTq ASTM C 700, D -LOAD 2000
09 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER WITH PLUG.
AC PAVEMENT
6 P STA 18+72.65 9 CQ/Y�5I,�UCT/�rY l!/DS CG?'Y70
PLANS PREPARED BY:
DRAWN BY:
EAB
Q�OFESSION
SCALE:
1" = 40'
ELIAS A. BUSUEGO,
JR. II
FIBER OPTIC 5" TOP -14.60' N/0 C. L. xe 9 �'EW-2- lIJE,P�{
CHECKED BY:
MAv
}
DESIGNED BY: T.
R. HOLLIMAN, P.E.
DATE: 09/01
CO�G� E ?
0. C 49004
DRAWN BY: E.
A. BUSUEGO, JR.
II DATE: 10/01
CHECKED BY: T.
R. HOLLIMAN, P.E.
DATE: 04/02
EXP. 09/31/05
t
(FONTANA)
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s CIVILs
rgTF
APPROVED:
OF cap\
1 '1�
/?
/
JAMELt. DYE, P.E.- v RCE# C 49004 1 DATE
CONSTRUCTION NOTES
H01101' - 40'
SCALE
VERT.: 1' = 4'
O CONSTRUCT 10" EXTRA STRENGTH VCP SEWER,
ASTM C 700, D -LOAD 2400
O CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD.
DETAIL NO. 112, MODIFIED TO 4' INSIDE DIAMETER MANHOLE.
SEE FONTANA STD. DETAIL 114, CASE 2 FOR MANHOLE CHANNELING.
FIVE (5') FEET INSIDE DIAMETER FOR MANHOLE OF 15' OF DEPTH.
3 CONSTRUCT 2" AC OVERLAY, TYPE "A," GRADE AR -4000 1/2" MAX MC
PER CHANGE ORDER #1.
O REPLACE DAMAGED PAVEMENT 4 1/2" AC OVER NATIVE IN JUNIPER AVE.
REPLACE DAMAGED PAVEMENT 6 1/2" AC OVER NATIVE IN S. HIGHLAND AV
O CONSTRUCT 8" EXTRA STRENGTH VCP SEWER,
"' sTq ASTM C 700, D -LOAD 2000
09 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER WITH PLUG.
AC PAVEMENT
6 P STA 18+72.65 9 CQ/Y�5I,�UCT/�rY l!/DS CG?'Y70
EXISTING R W
ELEC (OVH)/
(SCE)
y
52' T' 52'
SEE SHEET 8 FOR LINE ACS
REVISIONS
No. DATE BY DESCRIPTION
01/28/03 EAB ANNOTATED LIMITS OF AC OVERLAY.
2 01/28/03 EAB RECORD DRAWING.
4 A DOED A)'// #/O ,SAD (o'1SEW4e ZA- T,FeAL
1 I 2
o
BENCH MARK:
APP'D BY DATE
T H 01/28/03 SAN BERNARDINO COUNTY BENCH MARK
�® NO. 616, BRASS CAP IN GAS STATION
PUMP ISLAND SOUTHEAST CORNER
---- HIGHLAND AVE. AND CITRUS AVE,
ELEVATION = 1510.91
(NOTE: GAS STATION IS ABANDONED)
FOUND MONUMENT IN WELL 1" IRON PIPE & TAG LS 4430
A3N 1871434.8187, E 6731068.1904, ELEV. = 1505.32 (DOWN 0.5)
RESTORE AFTER CONSTRUCTION
W. R/W 60' E. R/W
30'
DIRT
12'
50 MANHOLE—
SHORING SHIELDS
30'
12'
5'
EXIST. AC
I
I I
DIRT
10"0 VCP SEWER
TI -6.5 a JUNIPER AVE.
TI=10.5 a S. HIGHLAND AVE.
JUNIPER AVE. a MH #8
SCALE: 1" =10'
CITY OF FONTANA
SOUTH HIGHLAND
AVENUE AND JUNIPER AVENUE SEWER SYSTEM IMPROVEMENTS SP -46-01
DRAWN BY:
EAB
SEWER IMPROVEMENT PLAN
JUNIPER AVENUE
SCALE:
1" = 40'
DESIGNED BY:
TRH
FROM WALLA T ST. TO S. HIGHLAND AVE.
LM ' - 11+20.00 TO STA 18+72.65
FIBER OPTIC 5" TOP -14.60' N/0 C. L. xe 9 �'EW-2- lIJE,P�{
CHECKED BY:
MAv
}
CONCRETE ENCASED, 3'-2sr BOTTOM
50 -SL
K,
711-
wwvv
24!'
2 4' RCP SID
t
(FONTANA)
rl r
STA /8 f,2 -7 90 c/UN/��P SIVE• =
EXISTING R W
ELEC (OVH)/
(SCE)
y
52' T' 52'
SEE SHEET 8 FOR LINE ACS
REVISIONS
No. DATE BY DESCRIPTION
01/28/03 EAB ANNOTATED LIMITS OF AC OVERLAY.
2 01/28/03 EAB RECORD DRAWING.
4 A DOED A)'// #/O ,SAD (o'1SEW4e ZA- T,FeAL
1 I 2
o
BENCH MARK:
APP'D BY DATE
T H 01/28/03 SAN BERNARDINO COUNTY BENCH MARK
�® NO. 616, BRASS CAP IN GAS STATION
PUMP ISLAND SOUTHEAST CORNER
---- HIGHLAND AVE. AND CITRUS AVE,
ELEVATION = 1510.91
(NOTE: GAS STATION IS ABANDONED)
FOUND MONUMENT IN WELL 1" IRON PIPE & TAG LS 4430
A3N 1871434.8187, E 6731068.1904, ELEV. = 1505.32 (DOWN 0.5)
RESTORE AFTER CONSTRUCTION
W. R/W 60' E. R/W
30'
DIRT
12'
50 MANHOLE—
SHORING SHIELDS
30'
12'
5'
EXIST. AC
I
I I
DIRT
10"0 VCP SEWER
TI -6.5 a JUNIPER AVE.
TI=10.5 a S. HIGHLAND AVE.
JUNIPER AVE. a MH #8
SCALE: 1" =10'
CITY OF FONTANA
SOUTH HIGHLAND
AVENUE AND JUNIPER AVENUE SEWER SYSTEM IMPROVEMENTS SP -46-01
DRAWN BY:
EAB
SEWER IMPROVEMENT PLAN
JUNIPER AVENUE
SCALE:
1" = 40'
DESIGNED BY:
TRH
FROM WALLA T ST. TO S. HIGHLAND AVE.
LM ' - 11+20.00 TO STA 18+72.65
DATE:
12/05/2001
CHECKED BY:
ARP%VE BY: DATE: �t. j7•
DRAWING NO.3133
7
14
L'`ITY ENGINEER R.C.E. NO.
FHIS PLAN IS COPYRIGHTED BY ASSOCIATED ENGINEERS, INC. 2001 u: \wv I \u I uuvru\msoulli\aewer u.awg
30January2003