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• ALL SPLIT -FACE MASONFlY WA�L COLOR WILL BS..
ANGELUS"SANDSTONE" OR E!QUAL.
• L� Wj
• AL� WALL HEIGHTS SHALL B5 MEASURED
F OM I
ROM HIGHEST ADUACENT GRAD8.
• CONTRACTOR TO, USE ANGELUS "SANDSTONE'SEVELED
PRECISION MASONRY PRE -CAST WALL CAP OR EQUAL.
-CONTRACTOR TO USE 10"XV x 16" (PICAST�Fl BLOCK) FOR Wil
WIDE WALL BLOCK AND 8"x N, x la"(PILASTEFI BLOCK) FORT
WIDE WALL BLOCK.,
NEMMOMENbuffmo
A
A
A
gal QIMI&
SCALE: N/A
LEGEND
1I)Q" 12 GA. TUBULAR STEEL, TOP&
BOTTOM RAILS, LAID FLAT.
1/2" SO. 12 GA. TUBULAR STEEL FENCF
PICKETS @ 4" O.C. MAX. TYPICAL. (4" CLR.
MAX, OPENING ALLOWED BY CODE.)
2"SO. 12 GA. TUBULAR STEEL FENCE
POST @ 8'-O"O.C. MAX.
UNDISTURBED OR RECOMPACTED
SUBGRADE PER STRUCT. SOILS REPORT.
CONCRETE FOOTING. FOOTING SHALL
ACHIEVE 2000 PSI @ END OF 28 DAYS.
CROWN TOP 1"TO DRAIN.
FINISH GRADE.
NOTE
ALL FENCING SHALL BE HOT DIPPED
GALVANIZED. ALL CONNECTIONS TO BE
CONTINUOUS WELDED. REMOVE ALL SLAG &
SPLATTER & GRIND ALL WELDS SMOOTH. ALL
TUBING TO HAVE ENDS WELDED CLOSED.
PAINT STEEL WITH (1) COAT ZINC CHROMATE
PRIMER & WITH (2) COATS ELECTRIC STATIC
PAINT (COLOR AND TYPE PER CITY OF
FONTANA APPROVAL).
9 Ll 11 -amic W." 1, Mot 9 =110-al-AvIm
SCALE: 1/2" = l'-011
SCALE:
SCALE:
LEGEND:
16" SQ. SPLIT -FACE MASONRY COLUMN BLOCK. GROUT ALLCELLS
f
SOLID.
ANGELUS "SANDSTONF'9'x 4")� 1 W BEVELED
PRECISION mAsONRy PRE -CAST WALL CAP. OUT CAPS AND mrTER
TOGETHER TO PRovibE I" OVERHANG ON COLUMN BLOCK.
#4 RE13AR HOOPS, TOP, MIDDLE & BOTTOM, & FOOTING.
(D (4) #4 VERTICAL RE13AR @ CORNERS.
GADJACENT SPLIT -FACE WALL. SEE DETAIL A, THIS SHEEV.
ALIGN PILASTER FLUSH w/ BACK OF WALL.
#4 HORIZONTAL REBAR @ 24" ox. TIE INTO ADJACENT
WALL,TOP, MIDDLE & BOTTOM.
n7 CONCRETE PILASTER FOOTING. POUR TOGETHER WITH
WALL FOOTING. #4 CONTINUOUS HORIZONTAL REBAR
SET MID -DEPTH, TIE INTO ADJACENT WALL FOOTING,
FINISH GRADE.
90% COMPACTED SUBGRADE, OR PER SOIL REPORT.
NOTES:
PILASTER FOOTING TO BE CONSTRUCTED CONTINUOUS
w/WALL FOOTING PER STANDARD PROTO 11 CONSTRUCTION.
ALL WALL HEIGHTS SHALL BE MEASURED FROM HIGHEST
ADJACENT GRADE.
Co') W A
6'-6" SPLIT -FACE PILASTER ALLI
SCALE: 1/2" = l'-011
LEGEND:
1. POURED CONCRETE MOW STRIP WITH FINE BRUSH FINISH.
2. #3 REBAR CONTINUOUS SET @ MID -DEPTH.
3. 1/2" RADIUS (TYPICAL).
4. FINISH GRADE.
5. 90% COMPACTED SUB -GRADE.
N OFT E:
OT
I T
NSTALL CONTROL JOINTS @ 6-0"O.C. MAX. SPACING, AT ALL END
0 0 CUR
F CURB RETURNS, AND AT CHANGES IN DIRECTION.
CONCRETE MOWSTRliff
SCALE: N.T.S.
SCALE:
SCALE:
PRIVATE
C.F.D.
PLAN VIEW
RETURN WALL OR T.S, FENCE
SECTION/ELEVATION
LEGEND:
(D
16" SQ. SPLIT -FACE MASONRY COLUMN BLOCK. GROUT ALL CELLS
SOLID.
0
CID
ANGELUS "SANDSTONE" 8" x 4" x 16" BEVELED
w
CL
PRECISION MASONRY PRE -CAST WALL CAP. CUT CAPS AND MITER
TOGETHER TO PROVIDE 1" OVERHANG ON COLUMN BLOCK.
0
#4 REBAR HOOPS, TOP, MIDDLE & BOTTOM, & FOOTING.
-4
k.:.r/
(4) #4 VERTICAL REBAR @ CORNERS.
GADJACENT
TUBULAR STEEL FENCE. SEE DETAIL 0, THIS SHEET
co z
CENTER ON PILASTER.
<
j
121, x 3/8" DIA. THREADED "J" BOLT SET INTO CONCRETE/BLOCK. (3)
@ t2410 O.C.
0
CONCRETE PILASTER FOOTING. #4 CONTINUOUS HORIZONTAL
LL
d0
REBAR SET MID -DEPTH.
FINISH GRADE.
90% COMPACTED SUBGRADE, OR PER SOIL REPORT.
NOTES:
- PILASTER FOOTING TO BE CONSTRUCTED PER STANDARD
PROTO 11 CONSTRUCTION. ALL WALL HEIGHTS SHALL BE
MEASURED FROM HIGHEST ADJACENT GRADE.
6-6" SPLIT -FACE PILASTER @ FENCE.
;CALE: 1/2" = l' -O"
SCALE:
SCALE:
2
C
1210
SQ.
TUBULAR STEEL DOUBLE GATE
SCALE: 1/2" = l'-011
IN
4
§1 FENCE
M I - 5.
PLAN VIE
I
SCALE:
SECTIONtELEVATION
LEGEND:
0 4" SO. 12 GA. TUBULAR STEEL POST FOR GATE. GROUr SOLID.
(D, :r SQ. 12 r3A. TUBULAR STEEL GATE FRAME w/ CORNERS MITERED,
WELDED AND GROUND SMOOTH.
Q 50'80. 1� GA. TUBULAR STEEL FENCE PICKETS, @ 4"o.c. MAX.
TYPICAL (4"CLR MAX OPENING ALLOWED EN CODE.
(D LOCKABLE (FROM OUTSIDE) GATE HASP, WELDED TO GATF,
FRAMES. PAINT TO MATCH FENCE LOCK TO BE SUPPLIED BY
AGENCY RESPONSIBLE FOR MAINTENANCE.
(D 2" BUTT HINGES, (3) PLACES PER GATE. WELD TO FRAME.
Q ADJACENT TUBULAR STEEL FENCE ASSEMBLY. SEE DETAIL D.
THISSHEET
(D 5/8" DIA. CANE BOLT TO SECURE GATE PANEL, wl 3/41' 1. D. GALVANIZED
SLEEVE INSTALLED IN DRIVEWAY.
(D CONCRETE DRIVEWAY PER CIVIL ENGINEER'S PLANS.
0 30" DEEP x 12" SQ. CONCRETE FOOTING. FOOTING SHALL ACHIEVE
2500 PSI @ END OF 28 DAYS. CROWN TOP 1"TO DRAIN.
0 FINISH SURFACE.
NOTE:
ALL FENCING SHALL BE HOT DIPPED GALVANIZED. ALL
CONNECTIONS TO BE CONTINUOUS WELDED, REMOVE ALL SLAG &
SPLATTER, AND GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE
ENDS WELDED CLOSED. PAINT STEEL w/ (1) COAT ZINC CHROMATE
PRIMER AND w/ (2) COATS RUSTOLEUM — BLACK COLOR AND TYPE
PER CITY OF FONTANA APPROVAL.
SCALE:
SCALE:
TtCffY OF FONTANA, CALIFORNIA
DMM BY, MEADOWOOD SCALE:
OF AS N
TRACT. # 17460 L S�pw
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COMMUNITY FACIL t DISTRICT
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>1 11:4� DATLv3-
REV RLVI81ON DESCAllp'llm VAT��' CITY DATE ljRC/KPF 4150 91
CITY 84GH15ER 9,C. E� 51152,E�R, DATE l2jGj 0
L A N b S C A P E
A R C H I T E C T U R E
SOTE' PLANNING
102 2 I -A Traderne rk Stre at
Rbnch6 Cucamonga. CA 91730
(9091 444-R8W,
t9M) 84-2802
Riollard KrumwIlleds
CA Lie. 0 R834
AZ Lid. f 29115
WL!c.0446
TX Liel 1884
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