HomeMy WebLinkAbout2319-24
*NOTE: UTILITY LOCATIONS .ARE PLOTTED T A STANDARD DEPTH FOR REFERENCE ONLY.
THE CO TRACTOR SHALL VERIFY A L UTLITY DEPTHS PRIOR TD CONSTRUCTION.
o
= m o��
0
J O O PO
>^> _ + Q o 0 , opo.
(!7 J 3 d' rn
r— n + O) 0
O00
W w Ld L Q � oo N I
1310 -�'' 3 " � � �' � "' Z �-
O I—
~
U D wOQ �i n W
Z N It I '
—
,+ O a oo F + w +
0 O 00 o co `n +' i — 69- _ _ — —
N p (n I H .- p F-
0 _j "� O of + N� QL
p � M �'� � �
04 rU) d _ Q * * 01 _
— * *Q _ — — � EXISTG. 2" STEEL GA (3 �o
— — — 0 — _ = — APPROX. 9' WE TO F STREET C.L.
_ � 20 STEEL ENCASEMENT PIPE-
-_:1z
d-
T_
-- 4
—=_—
P__ -
1-
z
w
O1
p
:2
w
LF
OINSTALL
%_
10
J
1310
1300
ITEM
-- 4
—=_—
P__ -
1-
z
w
O1
INSTALL 10" DIAM. EXTRA STRENGTH V.C.P. AS SHOWN ON TRENCH DETAIL "A", SHEET 2 OF 3
:2
w
LF
OINSTALL
%_
10
J
LF
1,300
INSTALL 6" DIAM. EXTRA STRENGTH VITRIFIED CLAY STUB (2' LONG)
2
—_--
®
INSTALL 60" DIAM. PRE—CAST ECCENTRIC MANHOLE PER L.A. COUNTY STD. S—a-206, CASE III
(AREA WITHIN
AL—TRANS JURISDICTION)—a-
z
z
W ddJ
W
Q'
All o'
EA
O
SAWCUT & REMOVE EXISTING A.C. PAVEMENT PER TRENCH DETAIL "A", SHEET 2 OF 3
OG EX E
APP
TG. 2" STEEL GAS I
OX. 9' WEST OF STREET C.L. I
I
I
Q
z
50-4.&-
TON
w
o0
2
5'to
2' (varies, see plan)
I
I
w
0
W
W
O 0-
I
O ��
J
b "
2
GAS
O
ALL EXISTING WATER LINES SHALL BE PROTECTED IN PLACE PER FONTANA WATER COMPANY
SEE SPECIAL PROVISIONS FOR UTILITY PROTECTION IN BID SPECIFICATIONS
L�
LS —
O
ALL EXISTING GAS LINES SHALL BE PROTECTED IN PLACE PER SO. CAL. GAS
SEE SPECIAL PROVISIONS FOR UTILITY PROTECTION IN BID SPECIFICATIONS
LS
LS
COMPACTED 90% MIN.
w
ACCORDANCE
°
& SECT.
w
a_
'
STANDARD SPECIFICATIONS
SHORING (BRACING & JACKS, OR
STEEL PIPE
ENCASEMENT DETAIL n
SHIELDING ) REQUIRED TO AVOID
'i"
N
//\
UNDERGROUND UTILITIES, PER
I
I O
L
CAL -OSHA SAFETY REQUIREMENTS.
�-
r
1
0� b
V)
o+
Q
Q 1
i w
-5 ,
�
Q
z
Q
2 I¢-
�
�o
II
V)
0
cV)
1290
I
I 5
m
,''
1290
010°
—1 r TH V.C.P. S — °-
- — EXTRA STRENG
_----- �������� 47 �w 271 •° �F Of
��_` SEE pR•# 14 ir, cP 1 ,
P.@ @ S 0,0134 �i "o
EXISTG• 10 V.0
� _j ZL
U-)
o N �o
00
oN y
a'
PROFILE SCALE
VERT: 1" = 4'
HORZ: 1" = 40'
jG—
SCALE
1 of
= 40'
10+00
E� ISTING R/W — — — —
XISTG. F_ EXISTG.14" STEEL WATER
►0 ao -i-EXISTG. 14 1/2" STg L WATE
E
O
I O w 6 7
N XISTG. C. F. 'XISTG. 6" STEEL WATER _
EXISTING Rte_ — —
EXISTG. 10" CONC. WATER
11+00
110,
0' 0'
-40'47'
ar �
Q z
J 0
w
Ld
cn °° U)
�� _,11 00 x
IzN �
L�l
CL
o w
0
n
Q
12+00
13+00
T
�t`11 -T _T — — EXISTING R/W
XISTG. LOOP CONDUI 8 XISTG. C. F.
LOCUST AVENUE
EC
�
3
C•p XISTG. 6" STEEL WATER
— — — — —EXISTING
I:UKNLK OF t'UU I MILL ULVU ANU LUUU51 AVLNUL
STAMPED "S.B.CO. SURVEYOR, 7-9, 1970"
ELEVATION = 1307.15
14+00
15+00
REMOVE AND REPLACE EXISTING A.C.
MAX. PAY LIMITS (12p)
SAWCUT (TYPICAL) 1' MIN. TRENCH WIDTH 1' MIN.
SEWER CONSTRUCTION NOTES & QUANTITIES
ITEM
DESCRIPTION
QTY
UNIT
O1
INSTALL 10" DIAM. EXTRA STRENGTH V.C.P. AS SHOWN ON TRENCH DETAIL "A", SHEET 2 OF 3
96
LF
OINSTALL
10" DIAM. EXTRA STRENGTH V.C.P. It$71[ F A 21" I.D. MINIMUM STEEL ENCASEMENT
PIPE (1/2" THICK MINIMUM PER DETAIL "B", SHEET 2 OF 3
180
LF
3
INSTALL 6" DIAM. EXTRA STRENGTH VITRIFIED CLAY STUB (2' LONG)
2
EA
®
INSTALL 60" DIAM. PRE—CAST ECCENTRIC MANHOLE PER L.A. COUNTY STD. S—a-206, CASE III
1
EA
OTIE
PROPOSED V.C.P. INTO EXISTING STUB AND REMOVE ALL
EXISTING SEALS, PLUGS, AND MORTAR
1
EA
O
SAWCUT & REMOVE EXISTING A.C. PAVEMENT PER TRENCH DETAIL "A", SHEET 2 OF 3
12-Y&j-8,
SF
70
INSTALL A.C. PAVEMENT PER TRENCH DETAIL "A", SHEET 2 OF 3
50-4.&-
TON
O8
REMOVE AND REPLACE EXISTING LOOP DETECTORS PER CAL—TRANS STD. ES -5A, TYPE 2A
2
5'to
2' (varies, see plan)
(CONTRACTOR SHALL VERT
LOCATION)
o
f4 to 7 (varies, s
e -plan)—
J
b "
2
GAS
O
ALL EXISTING WATER LINES SHALL BE PROTECTED IN PLACE PER FONTANA WATER COMPANY
SEE SPECIAL PROVISIONS FOR UTILITY PROTECTION IN BID SPECIFICATIONS
L�
LS —
O
ALL EXISTING GAS LINES SHALL BE PROTECTED IN PLACE PER SO. CAL. GAS
SEE SPECIAL PROVISIONS FOR UTILITY PROTECTION IN BID SPECIFICATIONS
LS
LS
COMPACTED 90% MIN.
w
ACCORDANCE
VISTING' A.*C. a' .
INSTALL 21" I.D. MINIMUM STEEL PIPE
EXISTIRG A.L.
o
ThICK
:4- MI
ESS P�US.%l °
. & 6 MAX:.
1" AR 4000 315' MAX.
HOT MIX A.C.
TO BE DRY BORED & JACKED
�//
\� \�
°
AR 4000 3/4" MAX. HOT MIX A.C.
INSTALL 10" EXTRA SRENGTH V.C.P.
1.2uj"
(CONTRACTOR SHALL VERIFY
LOCATI .N)
4
3" MAX. SIZE NATIVE SOIL
IA&&(2
_+6'to 9'(varies, see
plan)
\//�\
COMPACTED 95% MIN.
Lu
14 1/27 STEEL WAT RQ
5'to
2' (varies, see plan)
(CONTRACTOR SHALL VERT
LOCATION)
o
f4 to 7 (varies, s
e -plan)—
J
b "
2
GAS
6" MAX. NATIVE SOIL
120 typ.
NOTE:
COMPACTED 90% MIN.
w
ACCORDANCE
°
& SECT.
49-5.02 "SPLICING" OF THE CALTRANS
STANDARD SPECIFICATIONS
SHORING (BRACING & JACKS, OR
STEEL PIPE
ENCASEMENT DETAIL n
SHIELDING ) REQUIRED TO AVOID
//\
UNDERGROUND UTILITIES, PER
4 c U
CAL -OSHA SAFETY REQUIREMENTS.
12„
o . ° 0 +— o c° C
\\ \ 4" 0 , o
MIN. o
o a u °,
9" MIN.TO II Z MAX.(TYP.)
TRENCH AND BEDDING DETAIL
SAND BACKFILL
/4" MAX. CRUSHED ROCK BEDDING
10" EXTRA STRENGTH V.C.P.
SCALE 1" = 2'-0"
(SEE CITY STANDARD TRENCH DETAIL 131, FOR ALL OTHER TRENCH CRITERIA)
9S ADDED 01I1tCORD DRAWING of DATA 6•2�.
,2S REVISED QUANTITIES ON ITEM G and 7 3.7 c.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
O QROFESS��N9
� z
Q) �m
No. 40964
* Exp. 3/31/95
`rq�F CIVIC '��P
OF CM -1F0
PI PME IMENCASIMEMENT CONS'0'RUC'0'I0N NOTES
1. PRIOR TO COMMENCING ANY WORK FOR THE PROPOSED JACKING
OPERATION THE CONTRACTOR SHALL SUBMIT TO THE CITY ENGINEER
DESCRIPTIONS AND DETAILS OF THE DRY BORE AND JACK PIPE
INSTALLATION. THE DETAILS SHALL INCLUDE BUT NOT LIMITED TO THE
FOLLOWING: PLACEMENT METHOD, LOCATION, SIZE & DEPTH OF BORE &
RECEIVING PITS; PIT SHORING; SUPPORT BLOCKS & BRACING TO PREVENT
PIPE SHIFTING OR FLOTATION; SAND FILL MIX DESIGN; EQUIPMENT.
2. STEEL CASING SHALL BE INSTALLED BY THE DRY BORING AND/OR JACKING
METHOD.
3. ALL PIPE STEEL CASING FIELD JOINTS SHALL BE WELDED FULL—
CIRCUMFERENCE.
4. STEEL CASING PIPE SHALL HAVE A MINIMUM YIELD STRENGTH OF 35,000
PSI.
5. DRY BORED AND JACKED INSTALLATIONS SHALL HAVE A BORED HOLE
DIAMETER ESSENTIALLY THE SAME AS THE OUTSIDE DIAMETER OF THE
PIPE PLUS THE THICKNESS OF ANY PROTECTIVE COATING. THE
ANNULAR SPACE BETWEEN THE BORE HOLE AND THE STEEL CASING
SHALL BE FILLED BY GROUTING OR OTHER REMEDIAL MEASURES AS
APPROVED BY THE CITY ENGINEER.
6. SUPPORTING REDWOOD SKIDS SHALL BE PROVIDED AS SHOWN. SKIDS
SHALL BE ATTACHED TO CARRIER PIPE BY STRAPPING STAINLESS STEEL
BANDS WITH A STANDARD STRAPPING MACHINE.
7. UPSTREAM AND DOWNSTREAM ELEVATIONS OF CARRIER PIPE SHALL BE
VERIFIED PRIOR TO FILLING CASING WITH AIR BLOWN SAND.
8. CARRIER PIPE SHALL BE AIR PRESSURE TESTED PRIOR TO FILLING CASING
WITH SAND.
9. VOIDS BETWEEN CASING AND CARRIER PIPE SHALL BE FILLED WITH SAND
IN ALL INSTALLATIONS.
10. EACH END OF PIPE CASING SHALL BE SEALED WITH CONCRETE MORTAR.
A SMALL OPENING SHALL BE LEFT FOR DRAINAGE AT THE BOTTOM OF THE
DOWNSTREAM SIDE ONLY.
FILL VOIDS WITH GROUT (SEE NOTE 5)
�Q "RECORD DRAWING"
Prepared Under The Supervision Of
DRAWN BY:
' R. Sandoval
DESIGNED BY:
Date R. Sandoval
oe : ��5� �
CHECKED BY:
F.MOLINOS R.C.E. 40964 F. Molinos
SCALE 1" = 1'-0"
O
a
4\ RESOL U T I ON NO. 96-033
CITY OF FONTANA, CALIFORNIA
-- LOCUST AVENUE SEWER EXTENkON SCALE:
As SHOWNDATE
PLAN AND PROFILE :
10' SOUTH OF - FOOTHU to 170' NORTH OF FOOTHILL
APPROVED B DRAWING NO.: 2
BATE: i• I Z • 7r,
CITY ENGINEER ..C. . 25126 .12/31/97 2319 3
INSTALL 21" I.D. MINIMUM STEEL PIPE
ENCASEMENT (1/2" THICK MIN.)
TO BE DRY BORED & JACKED
\� \�
INSTALL 10" EXTRA SRENGTH V.C.P.
INSTALL SAND F LL (NO VOIDS)
IA&&(2
;2 ; 4
x 4
INSTALL REDWOOD SKIDS,
\//�\
//j� //
BANDED TOGETHER WITH STAINLESS
STEEL BANDS PER
(2 LENGTH)
FIELD JOINTS SHALL WELDED ALONG
THE FULL CIRCUMFERENCE
120 typ.
NOTE:
ALL BORING AND JACKING SHALL BE DONE IN
ACCORDANCE
WITH TO SECT. 66-3.10 "JACKING PIPE"
& SECT.
49-5.02 "SPLICING" OF THE CALTRANS
STANDARD SPECIFICATIONS
STEEL PIPE
ENCASEMENT DETAIL n
�Q "RECORD DRAWING"
Prepared Under The Supervision Of
DRAWN BY:
' R. Sandoval
DESIGNED BY:
Date R. Sandoval
oe : ��5� �
CHECKED BY:
F.MOLINOS R.C.E. 40964 F. Molinos
SCALE 1" = 1'-0"
O
a
4\ RESOL U T I ON NO. 96-033
CITY OF FONTANA, CALIFORNIA
-- LOCUST AVENUE SEWER EXTENkON SCALE:
As SHOWNDATE
PLAN AND PROFILE :
10' SOUTH OF - FOOTHU to 170' NORTH OF FOOTHILL
APPROVED B DRAWING NO.: 2
BATE: i• I Z • 7r,
CITY ENGINEER ..C. . 25126 .12/31/97 2319 3