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1,9(700#45w 3+45 3+10 3+00
3+78.75 4" STEP 3+45.42 4" STEP
ON FOOTING ON FOOTING
53.36 T.W.
45.02 T.F. a� 53.40 T.W.
53.36 T.W. o`r' 44.69 T.F. X01
45.02 T.F.
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53.36 To o� �O L p� A o
45.36 T.F.x\ -J�0 CONSTRUCT 33'-4" OF
8'-4" BLOCK WALL WITH R_-21' �� ���`'
BARB WIRE -USE HALF HEIGHT
2TO TOE BLOCK ON FIRST COURSE CoA R9 ��� r5r
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0 3
cAO �K� ��' 01 G• 1 .1' TO TOE
�O� ��•
01
6r �u
o`.ti CONSTRUCT 68'-(f OF1 2 �1 �• A� 9�J �, �?,
PG 8'- BLOCK WALL WITH 6
m 53.36 T.W. BARB WIRE o �010
m 45.36 T.F. g' STEP C, J, (DIRT) 10 G)
53.36 T.W. ON FTG.
44.69 T.F.
� CONSTRUCT 33'-4" OF l��'
G
8'-8" BLOCK WALL WITH<D@ 2 CoQ Q P
o BARB WIRE K
1 �1
70 L.F.
53.36 T.W. (44.79) ��`� `�`
�
�
44.69 T.F. 8" STEP) E
44.68 TO
0 111
ON FTG. & T.W. 6� 44.43 F.G.
PP #1883991E
TO BE REMOVED BY SCE
52.69 T.W •�,
0 44.02 T.F. CONSTRUCT 33'-4" OF
~ Ln 8'-g' BLOCK WALL WITH i 2 EXISTING
52.69 T W. BARB WIRE WALL TO BE DEMOLISHED BY OTHERS
44.02 T.F.
8" STEP C,J. �-
52.69 T.W. ON FTG. -'
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43.35 T.F. X11 G. X0)11 �Q) cb
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CONSTRUCT 1-70' t OF 1 2 �`°�
9'-4" BLOCK WALL WITH ��� ���
o ���
BARB WIRElb60tx
ORANGE WAY
z+so
2+90.75 3 16G
0
r --
EX. 4V SIDEWALK c�
S'LY P L
52.69 T.W.
43.35 T.F.
SEE S'LY WALL
CORNER DETAIL BELOW
a:
tK To
FAQ 6b
CONSTRUCT f 70'-I' OF 1
9'-4" BLOCK WALL WITH
BARB WIRE
N8W51' 15" E
I i i 1 1
2+00 1+50 1+15.3 1 +00 +50
2+02.75h���. 53.36 T.W.
C.J. p 44.69 T.F.
h� v
�� • of
DRWY
CONSTRUCT f 230'-1 1/2"
OF 8'-8" BLOCK WALL
WITH BARB WIRE
0
90
1.570 EDGE OF EX. FTG.
TOP OF FOUNDATION -MATCH EX. ELEV (43.35
MASONRY & REINFORCING
EXTEND ALL. BAR 24" OUTSIDE S'LY PER TYPICAL CROSS SECTION
WALL, BEND & PROTECT FOR FUTURE
WALL EXTENSION
8"X8" X 16" BLOCK WALL j
PROPERTY CORNER �
S'LY WALL CORNER DETAIL
SCALE: N.T.S.
'ACE
J.2'x' (24! uin.)
TYPICAL STEP FOOTING
SCALE: N.T.S.
PONT.
FAQ p`ti1
EXISTING
FUEL
PUMP
ISLAND
ptK • O
70 LF
-B e-
oc�1 WELD BARB ARMS TO EX. 11 /2"
SQ. TUBE OVER COLUMNS
NOTE:
A.C. PAVEMENT TO BE DONE BY OTHERS
G
0+00
N OVER EXISTING BLOCK WALL ATTACH O
15 LF PER GEN. NOTE 12 ON PLAN
95 LF f
WELD BARB ARMS 3 PLACES O
OVER EA. GATE SECTION
LEGEND
T.W.
TOP OF WALL
T.F.
TOP OF FOOTING
F.G.
FINISHED GRADE
C.J.
CONSTRUCTION JOINT
FTG.
FOOTING
0
R�
I
3 0�
Q)
a3
�3
6LL.
.0
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Fc
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to
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c0
- 1-#4 CONT. 0 1 ST. BLOCK COURSE
PROPOSED A.C. PAVEMENT (SEPARATE CONTRACT)
P.C. CONC. t0
CONT. 0
: -' - - - BOTTOM FOOTING
MIN. 12" BELOW
13 8 13 BOTH NAT.& FIN.
If GRADES
TYPICAL CROSS SECTION
GENERAL NOTES:
1. A BUILDING PERMIT FROM BUILDING & SAFETY DIVISION OF THE
CITY OF FONTANA SHALL BE OBTAINED FOR CONSTRUCTION PRIOR TO ANY
WORK ON THE SITE FOR THIS MASONRY FENCE.
2. THIS SHEET PREPARED FOR USE ON THIS SITE ONLY AND SHALL NOT BE
USED AT ANY OTHER LOCATION WITHOUT THE ENGINEERS WRITTEN
APPROVAL.
3. FENCE DESIGNED FOR 80 M.P.H. BASIC WIND SPEED AND EXPOSURE "C"
PER CHAPTER 23, 1991 U.B.C.
4. GRADE "A" MASONRY UNITS THROUGHOUT PER U.B.C. STD. 24-4, 1500
P.S.I. WITH NO SPECIAL INSPECTION REQUIRED PER SECTION 306(a)7,
U.B.C.
5. TYPE "S" MORTAR PER CHAPTER 24, U.B.C.
6. DEFORMED REINFORCING STEEL 20,000 P.S.I. IN ACCORDANCE WITH
A.S.T.M. INTERMEDIATE GRADE.
7. PORTLAND CEMENT CONCRETE 28 DAY DESIGN STRENGTH f's=2,000 P.S.I.,
5 SACK MIX, MAX. 7 1/2 GALS. WATER PER SACK, 1:2.5:4 MIXTURE FOR
FOOTINGS.
8. FILL ALL REINFORCED CELLS WITH PEA GRAVEL CONCRETE GROUT f'c=2,000
P.S.I., 6 SACK MIX WITH WATER ADDED TO ALLOW FLOW WITHOUT
SEGREGATION OF AGGREGATES -1:2:2 MIX.
9. FOOTING TO BE POURED A MINIMUM OF 12" BELOW BOTH FINISH AND
NATURAL GRADE WHICHEVER IS GREATER, IN COMPACT NATURAL CUT
SOIL. STEP FOOTINGS SHALL LAP 24" MIN. & NOT EXCEED 2:1 IN STEPS,
HORIZONTAL TO VERTICAL
10. THE BLOCK WALL COURSE AND FOOTING MAY BE BUILT PARALLEL WITH
THE FINISH GRADE (39� MAX.) OR STEPPED.
11. PROVIDE TEMPORARY FENCING.
12. INSTALL ONE-PIECE BARB WIRE ARM ON 1 7/d' SCH. 40, GALV. PI E 0 10'
O.C. AND 3 STRANDS OF 4 POINT COMMON BARB WIRE SEE DETAIL .
ON EXISTING WALL WELD ONE-PIECE BARB WIRE ARM ON 6" SQ G V.
PLATE AND INSTALL WITH 4 GALV. EXPANSION ANCHORS.
. . ...... ... N
O2 553 LF BARB WIRE ALONG S'LY WALL (14 LF ENCIRCLED AT RT. INCL)
ROOFED AREA STARTS HERE
NO BARB WIRE
MASONRY & REINFORCING
PER TYPICAL CROSS SECTION
BEND INNER BARS
DOWN IN CORNER CELL
---------------
w
------- ------
---------------
I I
ii
i
ITEM
ONE-PIECE BARB WIRE ARM -TACK WELD TO PIPE
Z
�
i -STRANDS 4 POINT COMMON BAR ED WIRE.
CONSTRUCT BLOCK WALL PER TYPICAL CROSS SECTION AND AS SHOWN ON PLAN VIEW
LF
(FOR EXISTING WALL, USE NOTE 12)
R
CONSTRUCT BARB WIRE ARMS AND BARB WIRE PER TYPICAL CROSS SECTION
1" CEMENT CAP
v'
I�
i• �
CONSTRUCT 3" A.C. PAVEMENT OVER COMPACTED NATIVE -SEPARATE CONTRACT (14300 SF)
TONS
295
2-#4 CONT. 0 TOP 8" BOND BEAM
I 1 7/g' SCH. 40, GALV. PIPE, 010' O.C. SET VT
>-
I EMBEDDMENT INTO OPEN CELLS OF BLOCK,
0 3
GROUT SOLID
�
I
8" x 8" x 16" CONC. BLOCK
RUNNING BOND (LAPPED)
Wa
v
i
I 2-#4 CONT. 8" BOND BEAM
�
I
�
#5 VERT. 0 24" O.C.
CL
I IN CL WALL - EQUAL
a
}
#4 VERT. DOWELS 0 24" O.C.
MIN. 20" LAP SPLICE
I
- 1-#4 CONT. 0 1 ST. BLOCK COURSE
PROPOSED A.C. PAVEMENT (SEPARATE CONTRACT)
P.C. CONC. t0
CONT. 0
: -' - - - BOTTOM FOOTING
MIN. 12" BELOW
13 8 13 BOTH NAT.& FIN.
If GRADES
TYPICAL CROSS SECTION
GENERAL NOTES:
1. A BUILDING PERMIT FROM BUILDING & SAFETY DIVISION OF THE
CITY OF FONTANA SHALL BE OBTAINED FOR CONSTRUCTION PRIOR TO ANY
WORK ON THE SITE FOR THIS MASONRY FENCE.
2. THIS SHEET PREPARED FOR USE ON THIS SITE ONLY AND SHALL NOT BE
USED AT ANY OTHER LOCATION WITHOUT THE ENGINEERS WRITTEN
APPROVAL.
3. FENCE DESIGNED FOR 80 M.P.H. BASIC WIND SPEED AND EXPOSURE "C"
PER CHAPTER 23, 1991 U.B.C.
4. GRADE "A" MASONRY UNITS THROUGHOUT PER U.B.C. STD. 24-4, 1500
P.S.I. WITH NO SPECIAL INSPECTION REQUIRED PER SECTION 306(a)7,
U.B.C.
5. TYPE "S" MORTAR PER CHAPTER 24, U.B.C.
6. DEFORMED REINFORCING STEEL 20,000 P.S.I. IN ACCORDANCE WITH
A.S.T.M. INTERMEDIATE GRADE.
7. PORTLAND CEMENT CONCRETE 28 DAY DESIGN STRENGTH f's=2,000 P.S.I.,
5 SACK MIX, MAX. 7 1/2 GALS. WATER PER SACK, 1:2.5:4 MIXTURE FOR
FOOTINGS.
8. FILL ALL REINFORCED CELLS WITH PEA GRAVEL CONCRETE GROUT f'c=2,000
P.S.I., 6 SACK MIX WITH WATER ADDED TO ALLOW FLOW WITHOUT
SEGREGATION OF AGGREGATES -1:2:2 MIX.
9. FOOTING TO BE POURED A MINIMUM OF 12" BELOW BOTH FINISH AND
NATURAL GRADE WHICHEVER IS GREATER, IN COMPACT NATURAL CUT
SOIL. STEP FOOTINGS SHALL LAP 24" MIN. & NOT EXCEED 2:1 IN STEPS,
HORIZONTAL TO VERTICAL
10. THE BLOCK WALL COURSE AND FOOTING MAY BE BUILT PARALLEL WITH
THE FINISH GRADE (39� MAX.) OR STEPPED.
11. PROVIDE TEMPORARY FENCING.
12. INSTALL ONE-PIECE BARB WIRE ARM ON 1 7/d' SCH. 40, GALV. PI E 0 10'
O.C. AND 3 STRANDS OF 4 POINT COMMON BARB WIRE SEE DETAIL .
ON EXISTING WALL WELD ONE-PIECE BARB WIRE ARM ON 6" SQ G V.
PLATE AND INSTALL WITH 4 GALV. EXPANSION ANCHORS.
. . ...... ... N
O2 553 LF BARB WIRE ALONG S'LY WALL (14 LF ENCIRCLED AT RT. INCL)
ROOFED AREA STARTS HERE
NO BARB WIRE
MASONRY & REINFORCING
PER TYPICAL CROSS SECTION
BEND INNER BARS
DOWN IN CORNER CELL
---------------
w
------- ------
---------------
I I
ii
i
ITEM
DESCRIPTION
Z
�
I•II
CONSTRUCT BLOCK WALL PER TYPICAL CROSS SECTION AND AS SHOWN ON PLAN VIEW
LF
539
2
CONSTRUCT BARB WIRE ARMS AND BARB WIRE PER TYPICAL CROSS SECTION
LF
v'
I�
i• �
CONSTRUCT 3" A.C. PAVEMENT OVER COMPACTED NATIVE -SEPARATE CONTRACT (14300 SF)
TONS
295
BEND OUTER BARS
AROUND CORNER
CORNER BOND BEAM
SCALE: N.T.S.
CONSTRUCTION NOTES AND QUANTITIES
ITEM
DESCRIPTION
UNIT
TOTAL
QTY
1
CONSTRUCT BLOCK WALL PER TYPICAL CROSS SECTION AND AS SHOWN ON PLAN VIEW
LF
539
2
CONSTRUCT BARB WIRE ARMS AND BARB WIRE PER TYPICAL CROSS SECTION
LF
1201
�3
CONSTRUCT 3" A.C. PAVEMENT OVER COMPACTED NATIVE -SEPARATE CONTRACT (14300 SF)
TONS
295
* BLOCk--TVt AND COLOR PER PUBLIC WORKS SERVICES
Undprgrountf Secvlcs Alert
o Call: TOLL FREE
i -sao
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
BENCHMARK No. 405 `
TOP OF FIRE HYDRANT LOCATED ON
N/E CORNER OF ORANGE WAY AT
CYPRESS AVENUE. ELEV. 1247.79
BARB
INCL.1
O
SCALEi 1'=20'