HomeMy WebLinkAbout3133-9Z
0
Q
w
w
1510
1
Mi
1480
I IkIr 77^71
CONSTRUCT CONSTRUCT
10" EXTRA STRENGTH VCP SEWER 10" EXTRA STRENGTH VCP SEWER
10+00 11+00 12+00 13+00
1 TELE (ABAN.)
STA 10+22.00
1493.63 INV
_ STA 10+27.00
_ 1493.68 INV
(PACBELL) (DWG. LB 23 1019Z PH2 #29)
17 3/8" WATER
(SGVWD)
FIBER OPTIC
MICROTUNNELING
3 STA 11+61.00 h
3 END 36' t STEEL CASING
(SEE STREET CROSS-SECTION
ON THIS SHEET) I
FIBER OPTIC ® 3'-4" TOP -16.30' N/O C.L. �-
CONCRETE ENCASED, 5'-0" BOTTOM 50' 30' 60'
2 STA 11+53.13
C/L OF MH #12
FX1Xr1N$ AP *WA7,fe 14'? 7-10 1
INVll I
1 ,• `
EXISTING R/W 31'' s�"�UTj2i
=71ST. 70'ak I- k' d
A _ CJc1sr
30 ,
3 W 33 N
SID
rlr r EX/aT• i vu _ _. 2
01
_C/L N 0'7'1 E N 88'57' 19 E� LINE A �sP
7
W
Q
LOCATION
Q
Cn
0
RADIUS
LENGTH
TANGENT
1011♦ VCP
�g
1632'40"
711.50'
193.03'
97.11'
STREET C/L
17+00
6447'30'
720'
814.20'
456.85'
Q
304.83 LF Cf)
Q
Cn
_ I
I
I
1' 40,
- d e SCALE:
CONSTRUCT
10 EXTRA STRENGTH VCP SEWER
VERT.: 1 =
14+00 15+00 16+00
17+00
CONSTRUCTION NOTES
PROFILE
O
CONSTRUCT 10" EXTRA STRENGTH VCP SEWER,
17 3/8" WATER (JOB NO. 4351 F-2)
STA 16+13.71, E.C. END DEFLECTING
ASTM C 700, D -LOAD 2400
(FONTANA WATER CO.) (SGVWD)
10" VCP EXTRA STRENGTH
O
CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD.
4-4' TELE (PACBELL DWG. LB 23 #1102)
DETAIL NO. 112, MODIFIED TO 5' INSIDE DIAMETER MANHOLE.
(PACBELL) (DWG. LB 23 1019Z PH2 #29)
STA 16+15.71
SEE FONTANA STD. DETAIL 114, CASE 2 FOR MANHOLE CHANNELING
C/L OF MH 014 2
O
CONSTRUCT 10" EXTRA STRENGTH VCP SEWER WITH PLUG.
ELEC_F107 (UG)
(SCE) (231 -2170-5) MICROTUNNELING
STA 16+2121 4
O
REPLACE DAMAGED PAVEMENT 6 1/2" AC OVER NATIVE.
240--121-06
STA 13+02.27 3
START 36' + STEEL CASING 3
``m
O
CONSTRUCT 6" EXTRA STRENGTH SEWER LATERAL PER CITY
=STA 13+06.88 S. HIGHLAND AVE.
„%
OF FONTANA STD. DETAIL NO. 125.
STA 00+00.00 SIERRA AVE.
,, ,
C/L OF MH #F13 B
,�/i�
` "
8
O
CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD.
JOB NO. 4357F-1
25 3/8" WATER ( )
DETAIL NO. 112, MODIFIED TO 4 INSIDE DIAMETER MANHOLE.
(FONTANA WATER co.) (SGVWD)
-
SEE FONTANA STD. DETAIL 114, CASE 2 FOR MANHOLE CHANNELING
INSTALL 36" 0 STEEL CASING PER DETAIL NO. 3
�
6 +00
'' f
,
N. R /W 104 -125
4+
N 89'50'3" E
m
u;p 176.12, IS
52'-58'
16. 'f Sp EXISTIN C AVEMENT °' 4 O
r ,Y v
F , , , • �PROPOSED MEDIAN
S6
EXISTING A P _-.-- �..�.. �., v' < "w a1E" t + a r (BY WILLDAN
4=3403 �
AVE NT x
I�
93f90. i
/O 89. , f (POWER POLE) 5 -SL
EXIST. R W 8.5'
s,
4 9.? 97 /NV 33 �. LIVT, p p
- � I.09
92 2a 20 ST � `T SP ~ : ,.A � _,,� , PP n
. V 1
STA 16+00.00
_� � 4' 14'
PP I SP i = ;tiSP 1500.32 INV II EXISTING SURFACE
a� PP 1 . JACKING PIT 5 _._._� 1 1
HctIVING PIT°' / ELEC F62 UG 240-121 -05 6-4" TELE PROPOSED MEDIAN
S. HIGHLAND
(SCE) (230-2170-5) (PACBELL) (DWG. LB 23 10192 PH #16)
PROPOSED SURFACE
- DIRT 1
PROPOSED R W E L E C F121 UG iI STA 13+79.82 STA 14+28.68, B.C. BEGIN DEFLECTING
(SCE) (230-2170-5) N 24„ RCP SD - 7 5'
EXISTING R/W pp (FONTANA) 1496.56 INV 10' VCP EXTRA STRENGTH EXISTING AC
24"RCP SD 10-4 TELE6-4" TELE � I PAVEMENT
FIBER OPTIC @2,_ 9 TOP -16.31 N 0 C.L./ �'� PACBELL LB 23 10192 PH2_'#15_)_J/_'0 TS
(FONTANA) 30 60 (PACBELL) (DWG. LB 23 1019Z PH2 #29) 30 �Awwi R� 2 Ac r ME/�/f1N CONCRETE ENCASED, 3,-
1 1 BOTTOM
31 cv2B �'11,920Seianc SHORING SHIELDS;.--'� I 10"O VCP SEWER
L= t SAWrl1T, REMDI/E f''?EPCA�C 5/��W.4Gal
240-121-17 .
_____ .
x sAwr, S. HIGHLAND AVE. 10' W X 23' L BORING PIT
6 WATER(JOB N 0. 1507 H L1J PLAN '�'��'"°���"�PC`�4 �� '`� �' nes >t,�M"�'N�' '�'�'12" WATER JOB NO. 2531F-1
(FONTANA WATER CO.) (SGVWD) I II J 33 1�sr444 to",Cx7iZA 51"l�'E1v071r` Ye*PjE"L149)? ,4ArE,?4z- e4xewee STA 11+67.77 END OF STEEL CASING W/ A THRUST WALL
(FONTANA WATER CO.) (SGVWD) Si ooi_E1owl,? rl7-.ysrp .0,4Al A/0 Z00d .r-- SCALE: 1" = 10' TI -10.5
Underground Service Alert PLANS PREPARED BY: REVISIONS BENCH MARK: CITY O FONTANA-
SECTION 4216/4217 OF THE GOVERNMENT CODE pFE.SSIONq� ELIAS A. BUSUEGO, JR ;
II No. DATE BY DESCRIPTION '• APP'D BY DATE
REQUIRES A DIG ALERT IDENTIFICATION NUMBER ��oeR Fy . 0 08/19/02 EAB REVISE PIPE LOCATION -FROM STA 7+50.46 TO 16+21.71, MOVE 1T SOUTH STA 11+ .13. TRH 08/19/02 SAN BERNARDINO COUNTY BENCH MARK
SOUTH HKaHLAND AVENUE AND JUNIPER AVENUE SEWER SYSTEM IMPROVEMENTS SP -46-01
BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL �, -� ® 01/28/03 EAB REVISE STEEL CASING LENGTH LOCATION AND INVERT. 1 •„ TRH 01/28/03 NO. 616, BRASS CAP IN GAS STATION DRAWN BY: SCALE:
BE VALID. �~ DESIGNED BY: T. R. HOLLIMAN, P.E. DATE: 09/01 SEWER IMPROVEMENT PLAN
Associated En ineers 03 AB RECORD DRAWING. " 4= PUMP ISLAND SOUTHEAST CORNER EAB SOUTH HIGHLAND AVENUE 1" = 40'
e�F0oE >o
Call: TOLL FREE g r NO CS 49004E DRAWN BY: E. A. BUSUEGO, JR. II DATE: 10/01 0 2 400dV 6„seWek �A� Efc�4L A S A. � x7 495
C 3311 EAST SHELBY STREET ONTARIO, CALIFORNIA 91764 CHECKED BY: T. R. HOLLIMAN, P.E. DATE: 04/02 HIGHLAND AVE. AND CITRUS AVE, DESIGNED BY: DATE:
o� TEL.: (909) 980-1982 FAX: (909) 941-0891 EXP. 09 31 05 A,ti,,,,,, E , r, FROM JUNIPrE AVE. TO SIERRA AVE.
1-800 req CIVIL �� APPROVED: TRH � UNE'C' � ST 1 +00.00 TO STA. 16+21.71 12/05/2001
ELEVATION = 1510.91
rF �F° ,,-- CHECKED BY: APPROVED DATE: DRAWING N0.
227-2600 °F �A` / (NOTE: GAS STATION IS ABANDONED) /!''!?•� 31339
JA c DYE, "P.E RCE# C 49 O4 DATE CITY ENGINEER R.C.E. N0. 2 14
THIS PLAN IS COPYRIGHTED BY ASSOCIATED ENGINEERS, INC. 2001 L:\2001\01064\DWG\AsBuilt\Sewer9F.dwg
29January2oo3