HomeMy WebLinkAbout3096-102:1�
APPROXIMATE LOCATION OF
CONCRETE TOWER FOOTING.
DIA.=30% DEPTH=14' (TYP)
POSSIBLE SHEET PILE SHORING OR OTHER
PROTECTION METHOD TO BE DESIGNED BY
CONTRACTOR'S ENGINEER. PLAN TO BE PREPARED
BY CML ENGINEER REGISTERED IN STATE OF
CALIFORNIA. DESIGN AND PLAN TO BE REVIEWED
AND APPROVED BY S.C.E.
#4014-
O.C. #4®14=O.C.
BATTER
0
M
#9®7_
O.C.
O.C.
#9®7"
O.C.
0
I �
� � 1
m
ao
6"
EXIST. EDISON TOWER
(APPROXIMATE LOCATOIN
PROTECT IN PLACE)
COWSION
/ POST
3" A.C.
PAVEMENT
(TD)
2R
(f)
I
5' MI
17'f
42'f
2%
15'
S.C.E. REQUIREMENT
NOTE:
S.C.E. REQUIRES THAT THERE BE NO LOSS OR POTENTIAL LOSS OF EXISTING SOIL
MATERIAL WITHIN 15' MEASURED HORIZONTALLY FROM THE CENTER OF THE TOWER
PILE FOUNDATION. EDISON SHALL REVIEW do APPROVE THE ACTUAL WORK PLAN
BEFORE ANY WORK BEGINS IN CLOSE PROXIMITY OF THE TOWER. THERE SHALL
BE NO WORK WITHIN THIS 15' (INCLUDING TEMPORARY SHORING, TIE -BACK
ANCHORS, ETC.) OR AS OTHERWISE APPROVED BY S.C.E.
u
C.L
TYPICAL SECTION AT S.C.E. TOWER
2%
i
EXISTING
GROUND
STA. 45+15
NOT TO SCALE
SYMETRICAL
ABOUT
15'-0" i
INSTALL LIGHTWEIGHT
METAL INSERTS
#4®6"
O.C.
#4®18"
O.C.
• 11'-D"
g
N
4" DIAMETER is
WEEPHOLES
SEE DETAIL
5'-0"
CONST.
• JOINT
30"
16" LAP
27
io
0
in
NOTE: o
1) WEEPHOLES SHALL BE
PLACED AT 12'-6" O.C. N
SPACING, AT A MINIMUM w
DISTANCE OF 2' UPSTREAM
OF CUT-OFF WALLS AND >
TRANSVERSE WEAKENED co
PLANE JOINTS. +
2) WEEPHOLE SACK SHALL BE
MADE OF MIRAFI WOVEN 0 0
GEOTEXTILE, OR EQUIVALENT. 1
io ''n
0
I♦
W
T
I• •-
r A VO I-• r
CUTOFF WALL
0 wit Ml
#5®12"
GROUTED FACING STONE
PER CALTRANS STD.
CUTOFF WALL/RIP RAP PROTECTION
LONG EDGE OF HALF CHANNEL INVERT
NOT TO SCALE
l
40
CENTER 8" SQUARE FLATTENED EXPANDED ALUMINUM
SCREEN (3003-1-114 1 2" NO. 0.081 12 GAGE OR DISTRICT
APPROVED EQUIVALENT AND ATTACH WITH EPDXY ADHESIVE
AROUND EDGE OF ENTIRE SCREEN, 1" MIN. WIDTH.
SIDE VIEW
1 CUBIC FOOT OF GRAVEL DRAIN MATERIAL
WRAPPED IN FILTER FABRIC SACK (MIRAFI OR
PLACE AGAINST CHANNEL WALL TO COVER WEE
4" I.D. P.V.C. CUT
FLUSH WITH CHANNEL
WALL `CvN BOTH SIDES
WET FACE !�
CHANNEL -1
INVERT
NOTE: WEEPH 0 BE SPACED AT 12'-6" O.0
WE DET
T T SCALE
w
CLR. 3/4" CHAMFER AT
CHANNEL WALL JOINTS
001, EQUAL SPACE
Z EACH SIDE
1-1 2" KEY —57
-1/2"
r
JOINT TYPICAL CHANNEL
REINFORCING
PREPARATION
CHANNEL WALLS
PRIME BENCH M SECONDARY BENCH MARK: ATmQ
CITY OF F ANA B.M. 581 SOUTH EAST CORNER JURUPA AVE.
RAILRO SPIKE IN EASTERLY & MULBERRY AVE.; SET CHIS. " " o
SET CHIS. " " ®BCR
•
FAC F POWER POLE NO. 674320 E 64AVE.A; S 0 JURUPA AVE ; DIAL TWO WORKING
RE
THE NORTHWEST CORNER OF & 36.2 E/0 MULBERRY AVE. YOU DIGBEFDAYS
YOUBDIGRE
JURUPA AVENUE AND MULBERRY AVENUE ELEV. = 915.775 TOLL FREE 1-800-227-2600
ELEV. = 918.40 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SEGMENTI
CONSTRUCTION JOINT DETAILS
NOT TO SCALE
..4
I
vw1411« lmrrw�cm�i� i J —
O O ;
O
Y a^+
/J
�-
xis
TING CONCRETE
G , x R
: :S
�� CHANNEL. PROTECT
IN PLACE.
t. -.r
u�
i � F
--------------------
a. f
y
Y�1 e 1
—4 � jy� ,! �� . : � t J �',.!`' - / ,•'moo � cru .+-" -.
— a
T
r
1
SEE GRAD bN �:..
SHEET N 11. y�i . I 1 r
= EXISTING--91kAP PROTECTION'n' '
ON -EAST BANK. PROTECT
--- — IN ---PLACE.-
D=05'1 6 3
i, O Rlil1500.0 D-> ----
i
T"9.07'
L 138.06
\ 0 20 40 \ -80, 120
SCALE:1 "=40'
NOTE:
1. EXISTING RAIL do WIRE SHALL BE REMOVED
TO A MINIMUM OF 24" FROM CONCRETE STRUCTURES
AND TOP OF LEVEE.
2. THE REMOVAL EXCAVATION AREA SHALL BE BACKFILLED
27 CONTRUCT CHANNEL WALL PER DETAIL ON SHT. N0. 10. WITH COMPACTED FILL MATERIAL
31 CONSTRUCT CHANNEL FENCE PER S.B.C.F.C.D. SPECIAL DWG. NO. 2. 3' CHANNEL 516)]ON •
STA. 50+00 BACK =STA. 40+00 (AHEAD)
4. THE S.C.E. TOWER SHALL BE PROTECTED IN LACE PRIOR
TO ANY WORK ADJACENT TO OR IN CLOSE PROXIMITY TO
THE EXISTING TOWER, THE CONTRACTOR SHALL SUBMIT
A WORK PLAN TO BOTH THE S.B.C.F.C.D. AND S.C.E.
2 93 PERMIT REQUIRED FROM S.B.C.F.C.D. THE PLAN SHALL BE APPROVED BY S.C.E. BEFORE ANY
FOR CHANNEL, CONNECTION, AND RIPRAP WORK COMMENCES IN CLOSE PROXIMITY TO THE TOWER.
r
PROTECTION.
TO
THE
TOWEROR WILL BE RESPONSIBLE FOR ANY DAMAGE
ING • DATE
��;o�FOR PRIVATE BIO �n
REV. RENSION DESORPTION DATE DM q DATE �� lhienes Engineering, /nc. CITY O F FO NTANA CALIFORNIA
1�ADDED SHT 10 & 11, MOVED LINE DD REVISED CHANNE 4/16/0 Q. ` '�' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ��� I. �� ®1cim 6" V KEW �
CONNECTION AND RISER GRADING, ADDED DET 333-1, p0 qty i L4 AAW14 GIUFARM 90&V JURUPA AVENUE STORM DRAIN
DELFTFD DET, 183-A. A CONC. APRON:.,' COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ® (ri �+NI- n
�. RECORD DRAW IN& 3//6/03 H•A• 1710 is '9i y, R,c �,lstl-Idf1
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, i z DRAWN BW/AN SCALE: VERT: 1• - 4'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * R.C.E. NO. 43293 * Prepared Under The Supervision Of : EDB CHANNEL HORIz 1• - 4V
J' Eq. 3-31-04 ° "� �` PLAN AND PROFILE °A�'
BRING THEM INTO CONFORMANCE WITH CONDITJONS AND �' Bw 5/01/02
STANDARDS IN EFFECT. - 9�E` o ��VpQ`� Date :914110Z.- OHECKM BY: APP�ovED N /0
�- DRAWING
F D A�� HAIDOOK I. AGHAIAN RCE NO. 43293 HA
CITY ENGINEER R.C.E. 51152 DATE:
---------------------
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`0
N N
F
N
0 v 0
LONGIDUTINAL REINFORCING
2"
� p %
v
LAP BAR. 48 BAR DIA. MIN.
CLR.2"
!
CLR.
c� 6" 2'-0"
INVERT SLAB
TOOLED
RADIUS AT SLAB (R=1/4")
MBED.
EQUAL SPACE
i
—%EACH SIDE
0
e
1-1 2" KEY
—5-1/2"
�
M
r
►n
PROVIDE #5
EQUAL EQUAL _
TYPICAL CHANNEL
---,#5014"
4018" O.C.
DOWEL O 12"
REINFORCING
O.C.
CONSTRUCTION
O.C. TO TIE
TO FUTURE
JOINT (OPTIONAL)
CHANNEL
_CHANNEL INVERT
PRIME BENCH M SECONDARY BENCH MARK: ATmQ
CITY OF F ANA B.M. 581 SOUTH EAST CORNER JURUPA AVE.
RAILRO SPIKE IN EASTERLY & MULBERRY AVE.; SET CHIS. " " o
SET CHIS. " " ®BCR
•
FAC F POWER POLE NO. 674320 E 64AVE.A; S 0 JURUPA AVE ; DIAL TWO WORKING
RE
THE NORTHWEST CORNER OF & 36.2 E/0 MULBERRY AVE. YOU DIGBEFDAYS
YOUBDIGRE
JURUPA AVENUE AND MULBERRY AVENUE ELEV. = 915.775 TOLL FREE 1-800-227-2600
ELEV. = 918.40 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SEGMENTI
CONSTRUCTION JOINT DETAILS
NOT TO SCALE
..4
I
vw1411« lmrrw�cm�i� i J —
O O ;
O
Y a^+
/J
�-
xis
TING CONCRETE
G , x R
: :S
�� CHANNEL. PROTECT
IN PLACE.
t. -.r
u�
i � F
--------------------
a. f
y
Y�1 e 1
—4 � jy� ,! �� . : � t J �',.!`' - / ,•'moo � cru .+-" -.
— a
T
r
1
SEE GRAD bN �:..
SHEET N 11. y�i . I 1 r
= EXISTING--91kAP PROTECTION'n' '
ON -EAST BANK. PROTECT
--- — IN ---PLACE.-
D=05'1 6 3
i, O Rlil1500.0 D-> ----
i
T"9.07'
L 138.06
\ 0 20 40 \ -80, 120
SCALE:1 "=40'
NOTE:
1. EXISTING RAIL do WIRE SHALL BE REMOVED
TO A MINIMUM OF 24" FROM CONCRETE STRUCTURES
AND TOP OF LEVEE.
2. THE REMOVAL EXCAVATION AREA SHALL BE BACKFILLED
27 CONTRUCT CHANNEL WALL PER DETAIL ON SHT. N0. 10. WITH COMPACTED FILL MATERIAL
31 CONSTRUCT CHANNEL FENCE PER S.B.C.F.C.D. SPECIAL DWG. NO. 2. 3' CHANNEL 516)]ON •
STA. 50+00 BACK =STA. 40+00 (AHEAD)
4. THE S.C.E. TOWER SHALL BE PROTECTED IN LACE PRIOR
TO ANY WORK ADJACENT TO OR IN CLOSE PROXIMITY TO
THE EXISTING TOWER, THE CONTRACTOR SHALL SUBMIT
A WORK PLAN TO BOTH THE S.B.C.F.C.D. AND S.C.E.
2 93 PERMIT REQUIRED FROM S.B.C.F.C.D. THE PLAN SHALL BE APPROVED BY S.C.E. BEFORE ANY
FOR CHANNEL, CONNECTION, AND RIPRAP WORK COMMENCES IN CLOSE PROXIMITY TO THE TOWER.
r
PROTECTION.
TO
THE
TOWEROR WILL BE RESPONSIBLE FOR ANY DAMAGE
ING • DATE
��;o�FOR PRIVATE BIO �n
REV. RENSION DESORPTION DATE DM q DATE �� lhienes Engineering, /nc. CITY O F FO NTANA CALIFORNIA
1�ADDED SHT 10 & 11, MOVED LINE DD REVISED CHANNE 4/16/0 Q. ` '�' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ��� I. �� ®1cim 6" V KEW �
CONNECTION AND RISER GRADING, ADDED DET 333-1, p0 qty i L4 AAW14 GIUFARM 90&V JURUPA AVENUE STORM DRAIN
DELFTFD DET, 183-A. A CONC. APRON:.,' COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ® (ri �+NI- n
�. RECORD DRAW IN& 3//6/03 H•A• 1710 is '9i y, R,c �,lstl-Idf1
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, i z DRAWN BW/AN SCALE: VERT: 1• - 4'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * R.C.E. NO. 43293 * Prepared Under The Supervision Of : EDB CHANNEL HORIz 1• - 4V
J' Eq. 3-31-04 ° "� �` PLAN AND PROFILE °A�'
BRING THEM INTO CONFORMANCE WITH CONDITJONS AND �' Bw 5/01/02
STANDARDS IN EFFECT. - 9�E` o ��VpQ`� Date :914110Z.- OHECKM BY: APP�ovED N /0
�- DRAWING
F D A�� HAIDOOK I. AGHAIAN RCE NO. 43293 HA
CITY ENGINEER R.C.E. 51152 DATE:
---------------------
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