HomeMy WebLinkAbout3133-81510
LINE "C" o
Aj
1510
EXISTING GROUND
MoTI
:
00+00 01+00 02+00 03+00 04+00 05+00 06+00 07+00 08+00 09+00
PROFILE
Ln 240-091-36 240-091-38
N
'� —STA 17+72.38 JUNIPER AVE. STA 7+50.40 �2
00 STA 00.00.00 S. HIGHLAND AVE. 2 w C/LOF MH #11
(SEE DETAIL AB(
C/L OF MH 9 25 3 8" WATER JOB NO. 4357F-1 STA 3+70.20 2
(FONTANA WATER CO.) (SGVWD) C/L OF MH #k10
W FIBER OPTIC @3'-4" TOP -14.99' N/0 C.L.
(SEE STREET CROSS—SECTION ON THIS SHEET)
CONCRETE ENCASED, 4'-5" BOTTOM
Q� 1 EXIST. R/W
' C)
*' 14.99'±
N
00 DD o u7 o M H #10 +� +�LO
4 4,_ F❑ Fp N C 2C�F ❑ F❑1 F+(�0 F F❑ 2+00 F❑ F❑ 3� 0 Fp ❑ 4+00 LINE C F❑ 4� F❑
"
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S 89°50 3 W
„ v , • , " , `s' .'. „"° „` �° ""�.:, a " * : ,', • 'T";`77 , 5 ' • ..' t :S, t a < �' - "wi . i Y : �tr t . • � - .�.""ux . t�' .— ,�;
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"
a r• °
, d < . , P ,: , Y �' , '. , , , ,, , � • .- _ ,, �,.�d?dx _ �aY- �a �! tom. �
li"..- q ♦ -.. ' ..„...Y.,. ,+ , A ,. e, , ,Y '. x r «a. , 'a i � �.' t ,
{ C
`T= Y
R
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c
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S ,, <, ° , ,. .. . , c
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,� 45 240-091-03 45 d 5
END OAC OVERLAY
S. HIGHLAND
Ir
5 1
�� Cl)240-091-04 1 `'--°
W ;,.
ods 3 _,. EXISTING R W
_ FIBER OPTIC @ 2'-9" TOP -13.83' N/0 C.L.
z J �_ CONCRETE ENCASED, 3'-1 1" BOTTOM
v dx 102
�.LC
0
SEE SHEET 7 FOR LINE nB'n
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
PLANS PREPARED BY:
QRpFEESSS1aN44 ELIAS A. BUSUEGO, JR. II
MSS G. DYE DESIGNED BY: T. R. HOLLIMAN, P.E. DATE: 09/01
N0. C 49004 Uj
A DRAWN BY: E. A. BUSUEGO, JR. II DATE: 10/01
EXP. 09/31/05 CHECKED BY: T. R. HOLLIMAN, P.E. DATE: 04/02
r CIVIL APPROVED:
TqT� OF
J S G. DYE,•E. RCE# C 49004 'DATE
F❑ f4b0
Mp- 7
C
1
G
S
dt
d ,
,r k
9�
i'
AVE.
\ ELEC (UG
(SCE)
104
,• ,
240-091-39
10+00
m
m
20.40'±
7.27'± I 13.13'±
m.
PROP. MEDIAN I PROP. MEDIAN
MH #11
NTS
(SEE CONSTRUCTION NOTE NO. 2)
(STD. MODIFIED TO ECCENTRIC)
EXISTING AC PAVEMENT
HORIZ: 1' = 40'
SCALE
VERT.: 1' = 4'
CONSTRUCTION NOTES
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 5' INSIDE DIAMETER MANHOLE, 15' OF DEPTH
SEE FONTANA STD. DETAIL 114, CASE 2 FOR MANHOLE CHANNELING.
O CONSTRUCT 2" AC OVERLAY, TYPE "A," GRADEAR-4000 1/2 MAX MC
PER CHANGE ORDER #1.
25 3/8" WATER (JOB NO. 4357E-1)
(FONTANA WATER CO.) (SGVWD)
240-091-03 1wt
O REPLACE DAMAGED PAVEMENT 6 1/2" AC OVER NATIVE.
R
U
Z
Z
_
II
� W N. R/W
M, # 1 Ln
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—__——-_---
— -----
(j
MoTI
:
00+00 01+00 02+00 03+00 04+00 05+00 06+00 07+00 08+00 09+00
PROFILE
Ln 240-091-36 240-091-38
N
'� —STA 17+72.38 JUNIPER AVE. STA 7+50.40 �2
00 STA 00.00.00 S. HIGHLAND AVE. 2 w C/LOF MH #11
(SEE DETAIL AB(
C/L OF MH 9 25 3 8" WATER JOB NO. 4357F-1 STA 3+70.20 2
(FONTANA WATER CO.) (SGVWD) C/L OF MH #k10
W FIBER OPTIC @3'-4" TOP -14.99' N/0 C.L.
(SEE STREET CROSS—SECTION ON THIS SHEET)
CONCRETE ENCASED, 4'-5" BOTTOM
Q� 1 EXIST. R/W
' C)
*' 14.99'±
N
00 DD o u7 o M H #10 +� +�LO
4 4,_ F❑ Fp N C 2C�F ❑ F❑1 F+(�0 F F❑ 2+00 F❑ F❑ 3� 0 Fp ❑ 4+00 LINE C F❑ 4� F❑
"
"
S 89°50 3 W
„ v , • , " , `s' .'. „"° „` �° ""�.:, a " * : ,', • 'T";`77 , 5 ' • ..' t :S, t a < �' - "wi . i Y : �tr t . • � - .�.""ux . t�' .— ,�;
•
, .,. S, , S,R ,. i ,.. 4 —r [ t <• „ S ..,
. Y
3 .'f 'f , 1. +' •, . e' ,Ji ', dp. i J 4.< . °' ,pY "` - <te i `. Y Y , dt 6
"
a r• °
, d < . , P ,: , Y �' , '. , , , ,, , � • .- _ ,, �,.�d?dx _ �aY- �a �! tom. �
li"..- q ♦ -.. ' ..„...Y.,. ,+ , A ,. e, , ,Y '. x r «a. , 'a i � �.' t ,
{ C
`T= Y
R
c
c
+K
,.
d N
i , c ,
S ,, <, ° , ,. .. . , c
z Y
-m° 2
a •. t Ln
, t., 1 < ..,i • F
. %L,, D F A•. LI) 9
1, 711
, < ,":'e ,� c ,,.o„ w e : < , <, a° t ,a :.'": .e,'1. 5 ,d" _ } v''t. w.,,.1- i {•• �' n
r ,
a
4
I t
t
t
• , .a .. ,• , : ' , � , ° .. , : � ; x , , d , •4 , .< r a xY ., ..-.,.x... ` • "mow: e e a L , v . < G x � ek •
K
� - r " e . °� ,< •' - , � .dY
,. a ., ,. . .: { h 5 „ S - ' . c. ' ••" r �. ,� e
• v
,
q
O .7777=77
,� 45 240-091-03 45 d 5
END OAC OVERLAY
S. HIGHLAND
Ir
5 1
�� Cl)240-091-04 1 `'--°
W ;,.
ods 3 _,. EXISTING R W
_ FIBER OPTIC @ 2'-9" TOP -13.83' N/0 C.L.
z J �_ CONCRETE ENCASED, 3'-1 1" BOTTOM
v dx 102
�.LC
0
SEE SHEET 7 FOR LINE nB'n
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
PLANS PREPARED BY:
QRpFEESSS1aN44 ELIAS A. BUSUEGO, JR. II
MSS G. DYE DESIGNED BY: T. R. HOLLIMAN, P.E. DATE: 09/01
N0. C 49004 Uj
A DRAWN BY: E. A. BUSUEGO, JR. II DATE: 10/01
EXP. 09/31/05 CHECKED BY: T. R. HOLLIMAN, P.E. DATE: 04/02
r CIVIL APPROVED:
TqT� OF
J S G. DYE,•E. RCE# C 49004 'DATE
F❑ f4b0
Mp- 7
C
1
G
S
dt
d ,
,r k
9�
i'
AVE.
\ ELEC (UG
(SCE)
104
,• ,
240-091-39
10+00
m
m
20.40'±
7.27'± I 13.13'±
m.
PROP. MEDIAN I PROP. MEDIAN
MH #11
NTS
(SEE CONSTRUCTION NOTE NO. 2)
(STD. MODIFIED TO ECCENTRIC)
EXISTING AC PAVEMENT
HORIZ: 1' = 40'
SCALE
VERT.: 1' = 4'
CONSTRUCTION NOTES
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 5' INSIDE DIAMETER MANHOLE, 15' OF DEPTH
SEE FONTANA STD. DETAIL 114, CASE 2 FOR MANHOLE CHANNELING.
O CONSTRUCT 2" AC OVERLAY, TYPE "A," GRADEAR-4000 1/2 MAX MC
PER CHANGE ORDER #1.
25 3/8" WATER (JOB NO. 4357E-1)
(FONTANA WATER CO.) (SGVWD)
240-091-03 1wt
O REPLACE DAMAGED PAVEMENT 6 1/2" AC OVER NATIVE.
R
U
Z
Z
_
� W N. R/W
M, # 1 Ln
- F❑ F❑ F❑8TO9+OFO❑ F❑
F❑
< _
co
O
O W
, a „
d ,,.
.4
O
rn
0
<y
s
• ' a
52
Y,
P
�D
,
'r •
, <YI
C r YY
Y'
. y - P^^ .T.M.Y
FIBER OPTIC ® 3'-0" TOP -14.41' N/0 C.L.
CONCRETE ENCASED, 4'-1" BOTTOM
PROPOSED MEDIAN
(BY WILLDAN)
FIBER OPTIC @ 2'-9" TOP -14.45' N/0 C.L.
CONCRETE ENCASED, 4'-2" BOTTOM
REVISIONS
No. DATE BY DESCRIPTION •(• APP'D BY
08/19/02 EAB REVISE PIPE LOCATION -FROM STA 7+50x46 TO 16+21.71, MOVE 16' SOUTH ® STAMV513. TRH
01/28/03 EAB ANNOTATED LIMITS OF AC OVERLAY. TRH
01/28/03 EAB RECORD DRAWING. ! l •r4,rfi <l
BENCH MARK:
DATE
D8/19/02 SAN BERNARDINO COUNTY BENCH MARK
01/28/03 NO. 616, BRASS CAP IN GAS STATION
PUMP ISLAND SOUTHEAST CORNER
HIGHLAND AVE. AND CITRUS AVE,
ELEVATION = 1510.91
(NOTE: GAS STATION IS ABANDONED)
'I EXISTING SURFACE i i-04
_. _.----- -
N
PROPOSED SURFACE 5'0 M HOLE
DIRT
x,• Y�
FIBER OPTIC ® 2'-9" TOP -13.83' N/0 C.L. '
CONCRETE ENCASED, 3'-11" BOTTOM
SHORING SHIELDS
S. HIGHLAND AVE.
STA 3+70.20 C/L OF MANHOLE #10
SCALE: 1" = 10' 11=10.5
x!
ePROP6SED
MEDIAN
EXISTI$G
AC PAVEMENT
10"0 VCP SEWER
CITY OF FONTANA
SOUTH HIGHLAND AVENUE AND JUNIPER AVENUE SEWER SYSTEM IMPROVEMENTS SP -46-01
DRAWN BY: SEWER IMPROVEMENT PLAN SCALE:
EAB SOUTH HIGHLAND AVENUE 1" = 40'
DESIGNED BY: DATE:
-FROM JUNIPER AVE. TO SIERRA AVE.
TRH LINE' ' -67A 00.00 (MH #9) TO STA.10+00.00 12/05/2001
CHECKED BY: ROV DATE: DRAWING NO.
3133 8
CITY ENGINEER R.C.E. NO. ,�"�l�"Z- 14
THIS PLAN IS COPYRIGHTED BY ASSOCIATED ENGINEERS, INC. 2001 L:\2001\01064\DWG\AsBuilt\Sewer8F.dwg
29January2003