HomeMy WebLinkAbout3119-10APPROXIMATE 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 CIVIL ENGINEER REGISTERED IN STATE OF
CALIFORNIA. DESIGN AND PLAN TO BE REVIEWED
AND APPROVED BY S.C.E.
C.L.
R/W
90' I
EXIST. EDISON TOWER
(APPROXIMATE LOCATOIN
PROTECT IN PLACE)
I
S.C.E. REQUIREMENT
5'
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 & 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.
M U
" CLR.
H
#4012-
O.C.
BATTER
CL
O
M
TYPICAL SECTION AT S.C.E. TOWER
STA. 45+15 (:E)
NOT TO SCALE
INSTALL LIGHTWEIGHT
METAL INSERTS
2" CLR.
#5@7"
O.C.
#4®18"
O.C.
15'-0"
NOTE:
1) WEEPHOLES SHALL BE
PLACED AT 12'-6" O.C.
SPACING, AT A MINIMUM
DISTANCE OF 2' UPSTREAM
OF CUT-OFF WALLS AND
TRANSVERSE WEAKENED
PLANE JOINTS.
2) WEEPHOLE SACK SHALL BE
MADE OF MIRAFI WOVEN
GEOTEXTILE, OR EQUIVALENT
1 1'-0"
#9®6" —�
tO O.C.
o #807"
O.C. N
#906" 4" DIAMETER o N N
O.C.WEEPHOLES 1
o SEE DETAIL r In ®v U
zwo :zwO z
2" „ N
4 It.., 5-0 ��
_ CL -R. N
CONST.
� JOINT
oo T
11 A-
30" 7-ni-ori 6" „LAP
16 #5012" #4018" O.C.
O.C.
CUTOFF WALL
SEE DETAIL HEREON
16'-10"
27
CAL WA
NOT TO SCALE
PRIME BENCH MARK: SECONDARY BENCH MARK:
CITY OF FONTANA B.M. 581 SOUTH EAST CORNER JURUPA AVE.
RAILROAD SPIKE IN EASTERLY & MULBERRY AVE.; SET CHIS.
FACE OF POWER POLE NO. 674320 E AVE.; SET CHIS. " " ® BCR;
64.0' S/0 JURUPA AVE
AT THE NORTHWEST CORNER OF & 36.2 E/0 MULBERRY AVE.
JURUPA AVENUE AND MULBERRY AVENUE
ELEV. = 918.40 ELEV. = 915.775
co
0
�n
O
w
w
ao
N
co
It
0
M
0
(0
d'
M
O
w
LA_
z
O
2%
A 1 1/2" PVC SLEEVE W/END
CAP. SEE DETAIL HEREON. 1/4 TON GROUTED
RIPRAP
CUTOFF WALL
00
2:1
R
CHANNEL INVERT
w �~ #5®12"
GROUTED FACING STONE
PER CALTRANS STD.
CUTOFF WALL/RIP RAP PROTECTION
i
27 ALONG EDGE OF HALF CHANNEL INVERT
1 1/2- DIA. PVC SLEEVE W/
END CAP ®EACH END MINIMUM - "3/4"CHAMFEREXISTING 16" LENGTH SPACED 12" O.C. �C2
LR. CHANNEL WALL JOINTS
GROUND /WIRE TIE TO CHANNEL REINFORCEMENT 1/4- RADUIS TOOLED EDGE
SYM ETRICAL
ABOUT
\ 0 CHANNEL INVERT JOINTS
2
�....._� - FUTURE CHANNEL
JOINT IMPROVEMENTS
PREPARATION
CONSTRUCTION JOINT 0 FUTURE
CHANNEL IMPROVEMENTS
NOT TO SCALE
CENTER 8" SQUARE FLATTENED EXPANDED ALUMINUM
SCREEN (3003-H14 1/2- NO. 0.081 12 GAGE OR DISTRICT
APPROVED EQUIVALENT AND ATTACH WITH EPDXY ADHESIVE
AROUND EDGE OF ENTIRE SCREEN, 1" MIN. WIDTH.
1 CUBIC FOOT OF GRAVEL DRAIN MATERIAL
4„ WRAPPED IN FILTER FABRIC SACK (MIRAFI OR EQUAL)
TYP. PLACE AGAINST CHANNEL WALL TO COVER WEEPHOLE
4" I.D. P.V.C. CUT
00000 00000 I �/ FLUSH WITH CHANNEL
C>l)nnn O. . .n . WALL ON BOTH SIDES
SIDE VIEW
NOTE: WEEPHOLES TO BE SPACED AT 12'-6" O.C.
WEEPHOLE DETAIL
NOT TO SCALE
WET FACE
CHANNEL 1
INVERT
0 — I 2-
2"
CLR. 3/4" CHAMFER AT
CHANNEL WALL JOINTS
EQUAL SPACE
z_ T- EACH SIDE
1-1/2 KEY �_1/2"
M
JOINT TYPICAL CHANNEL
REINFORCING
PREPARATION
CHANNEL WALLS
PROVIDE 1 1/2"
PVC SLEEVE
TO TIE TOLONGIDUTINAL REINFORCING - 2"
FUTURE CHANNEL LAP BAR. 48 BAR DIA. MIN. CLR.2"
SEE DETAIL HEREON
INVERT SLAB CLR. TOOLED RADIUS AT SLAB (R=1/4")
oEQUAL SPACE
z_ ---EACH SIDE
1-1 2" _0__- KEY
5-Z1 /2 -
FUTURE
CONST. JOINT
EQUAL _ _ EQUAL TYPICAL CHANNEL
..E T REINFORCING
SEGMENT
CHANNEL INVERT
CONSTRUCTION JOINT DETAILS
NOT TO SCALE
p ico REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
/I ADDED SHT 10 & 11, MOVED LINE "C", REVISED CHANNE 4/16/0
CONNECTION AND RISER GRADING, ADDED DET. 333-1,
DELETED DET. 183-A ADDED CONC. APRON.
D, A
REVISE CHANNEL HIEGHT, CHANNEL INV. TO 5000 PSI. f
0 REVISE CONST. JOINT AT FUTURE CHANNEL DETAIL. �� (0 d >�1 • w
DIAL TW❑ WORKIRECORD PRAWIN& f19103 H•A i2Ytul
TOLL FREE -qmwp- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
01z 00
+ _04
+
m.....
27 CONTRUCT CHANNEL WALL AND FOOTING ON SH T. N0. 10. I"F_ UNunvvnL_ L_n..nvnIw11• nm. v, JIInLL uL_ „"Lj
WITH COMPACTED FILL MATERIAL.
29 CONSTRUCT BOLLARD PER DETAIL ON SHEET NO. 11. 3. CHANNEL STATION EQUATION
O :
STA. 50+00 (BACK)=STA. 40+00 (AHEAD)
31 CONSTRUCT CHANNEL FENCE PER S.B.C.F.C.D. SPECIAL DWG. NO. 2. 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
PERMIT REQUIRED FROM S.B.C.F.C.D. A WORK PLAN TO BOTH THE S.B.C.F.C.D. AND S.C.E.
THE PLAN SHALL BE APPROVED BY S.C.E. BEFORE ANY
FOR CHANNEL, CONNECTION, AND RIPRAP WORK COMMENCES IN CLOSE PROXIMITY TO THE TOWER.
THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE
PROTECTION. TO THE TOWER.
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
oS6/17/02 FOR PRIVATE BID o7oi
oFEssio Thieves Engine&7r 7q, 117C. CITY OF FONTANA, CALIFORNIA
\000 cy®16800 VALLEY VIEW AVENUE
�MI �F r14f90&V DRAWN BY:
AVENUE STORM DRAIN
SCALE: VERT. 1' = 4'
= z � Prepared Under The Supervision Of : BW/AN HORIZ.1' = 40'
* R.C.E. NO. 43293 * DESIGNED BY: CHANNEL DATE:
(P Exp. 3-31-D4 Q f BW PLAN AND PROFILE 5J01/0
CIV \� pQ`� Date : ,j`,�j;�pZ CHECKED BY: APPROVED BY. DRAWING N.:
OF C A`-�� IDOOK I. ACIAI RCE NO. 43293 HIA * 311 1h
CITY ENGINEER R.C.E. 51152 DATE:
1