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O1 STONE VENEER AND CAP BY CORONADO STONE. OE
0 6"x1O" TUBULAR STEEL BEAMS. OI
METAL NOTES: SINGAGE NOTES:
ALL CONNECTORS TO BE CONTINUOUS CONTRACTOR TO SUBMIT
SIGNAGE SHOP
O1 STONE VENEER AND CAP.
O
CAP FLUSH W/ FACE OF WALL ON ALL SIDES,
WELDED. REMOVE ALL SLAG
& SPLATTER
DRAWING FOR APPROVAL
3 CAP FLUSH W/ FACE OF
SLOPE TOP TO DRAIN.
g TO CREATE A 75" SQ. USING 20"X17"
o
G AND GRIND ALL WELDS
SMOOTH. ALL
WALL ON ALL SIDES, SLOPE
5
O HORIZONTAL PROJECT SIGN BY OTHERS.
PRECAST CAP CUT TO FIT. GROUT TO MATCHO
TUBING TO HAVE ENDS WELDED CLOSED.
STREET RESIDENTIAL TOP TO DRAIN.
1
PRECAST CAP COLOR
PAINT STEEL WITH (1) COAT
ZINC
SIDE
I.
Iff
PIN MOUNTED 3 OFFSET FROM STONE VENEER WALL
O PROJECT LOGO BY OTHERS
CHROMATE PRIMER AND W/ (2) COATS
RUSTOLEUM (COLOR PER FINISH SPEC.).
,SIDE
O HORIZONTAL PROJECT SIGN BY
MIN. 1" GAP OTHERS. PIN MOUNTED 3" OFFSET
O PRECISION CMU COLUMN CONSTRUCTION W/ REBAR
BETWEEN
O
AND FOOTING PER STR. ENG. GROUT FILL CENTER
® PERIMETER WALL BEHIND
FROM STONE VENEER WALL.
GROUT BACK =
SOLID. PROVIDE MASONRY TIES ® 24" O.C.
BY OTHER PLANS
10" OVERHANG
FILL z O VERTICAL PROJECT SIGN BY OTHERS
W
O4 CONCRETE FOOTING PER STR. ENG.
O PRECAST STAIR TREAD SUPPORT
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ALL BEAMS
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o PIN MOUNTED 2" OFFSET FROM
1z" tz' ta"
ta"
1z" 1 -s" 6" 6" t -s" tz'
1 STONE VENEER WALL.
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2 a O4 PRECISION CMU WALL
6
00 CONSTRUCTION W/ REBAR AND
FOOTING PER STR. ENG. GROUT
- - -�
6 I I I
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FILL CENTER SOLID. PROVIDE
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MASONRY TIES ® 24„ O.C.
ALIGN BACK OF
MONUMENr WALL
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SPLIT FACE BLOCK �ER WALL
O BEHIND BY OTHER PLANS.
SEE L-5
1 / _ _
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TOT
PERIMETER WALL
7
1
6 = O6 S.S. CONCRETE ANCHOR SET INTO
WALL CORE PER STR. ENG.
3
--
CONCRETE FOOTING PER STR. ENG.
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EXTEND
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VENEER 3 "
EXTEND VENEER
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BELOW INISH
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BELOW FINISH
GRADE ALL
GRA EAL a
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EXPOSED
EXPOSED SIDES �
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SIDES
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F.G.
-
CONSTRUCT
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5' 6" SQ.
CYPRI=v� 4y
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CMU COLUMN
A
STONE MONUMENT WALL SECTION
SECTION -A
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SEE DETAIL
5, SHEET L-3
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16'
10'-9" 6' SQ,
a
2 ELEVATION
L-5
SECTION -A PER ENG.
PER STR. ENG.
of SECONDARY ENTRY MONUMENT PLAN
2O SECONDARY ENTRY MONUMENT SECTION / ELEVATION
3O STONE MONUMENT WALL SECTION
8
7
NEED
1" GROUT BETWEEN
RAISE SPLIT FACE WALL HT. TO
O 46" SQ. CUSTOM PRECAST CONCRETE W/ O
SINGAGE NOTES:
4'
5
�`
ROCK AND BACK OF CURB
MATCH FRONT PRECISION WALL
PEAK CAP.
CONTRACTOR TO SUBMIT SIGNAGE
3
x�. 4
r Y
ROCK HEIGHT
OOFFSET FACE OF CMU BLOCK IS REQUIRED
SHOP DRAWING FOR APPROVAL
as .t,r•
sz"�,
1
a�' 1
li �
.„ ,i�
1/2 INCH ABOVE TC PEA GRAVEL
TO CREATE 2" DEEP REVEAL BOX:
O
FLUSH
r THICK BED
MIN. 1" GAP BETWEEN
STONE VENEER AND CAP. CAP FLUSH W/ FACE OF
WALL ON ALL SIDES, SLOPE TOP TO DRAIN.
O PRECISION CMU COLUMN CONSTRUCTION W/ REBAR
>'
8
6
AND FOOTING PER STR. ENG. GROUT FILL CENTER
SOLID. PROVIDE MASONRY TIES CAD 24" O.C.
7
(6 CMU FOR THE 24" SQ. COMMUNITY MARKER)
1
2
y
24"
O X" x 4" DEEP STEEL FRAME ANCHORED INTO
..<
\90%
CMU WALL CORE AS REQUIRE.
MIN. COMPACTED SUBGRADE
CURB EDGE SECTION
,`
O6 PROJECT LOGO BY OTHERS.
OR BASE MATERIAL PER PLANS
%S�^" /� ��. ?/.T/�,'/ .i/ �4.14'v.U, l: i�../L/.% !✓ a¢'l /l:i;i//„% /�_-
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3
u.
u
AND SPECS.
OSTONE
OMASAIC TILE THINSET OVER CMU.
TYPJ -
�/
VENEER PRECISION
CMU WALL
O8 BACKLIT LED FIXTURE. CONTRACTOR
_ 6
I
I
NOTE:
TO PROVIDE POWER TO LOCATION.
=
•,
I
I
11 6
TC TC WHERE CURB
VENEER CAP TO MATCH
O9 ELECTRICAL CONDUIT AS REQUIRE,
ELEVATIONS
10 CONCRETE FOOTING PER STR. ENG.
SEE PLANS FOR MEDIAN WIDTH VARY INSTALL
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TO DRAIN TO
R ..;
CUT STONE VENEER TO FIT
W
11 2x2 L-BRACKET WELDED W/
to too
LOW CURB.
PERIMETER WALL
STEEL FRAME
_ -
��-
_
SEE DETAIL A
-
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9
— 2% MN. sz MK--
4
c.
_ -
- =
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I
10
1" CONCRETE GAP BETWEEN SET ROCK TO FULL DEPTH IN CONCRETE
.•
- -
I
ROCK AND BACK OF CURB BED WITH REQUIRED 1/2" EXPOSURE
FS
=
I
ABOVE TC. WIRE BRUSH FINISH JOINTS
- - --
CONSTRUCT
?� • :.
;
BETWEEN ROCKS
6 " MIN. PEA GRAVEL
ROCK HEIGHT CONCRETE BED
1/2 INCH ABOVE TC
< ° '
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--
CMU COLUMN
w
a
DETAIL A
-�
42" SQ.
SECTION -A I
PER STR. ENG.
SECTION -A
- =a�-;...:�--
a 'A• • •:;..;.� . _.••• -' NOT TO SCALE FOR
'
TONLY
PURPOSES
OR
MIN. COMPACTED PLASUBNS
BASE
BASE MATERIAL PER PLANS AND
AND
4 CORNER DETAIL
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TT����TT
5 NEIGHBORHOOD ENTRY 'COL
O
V 1V11V'
SPECS.
FULL WIDTH SECTION
COBBLESTONE NOTES:
1.
ROCK SIZES UNLESS OTHERWISE SPECIFIED SHALL BE: COBBLESTONES: MAX. 12" TO MIN. 6" WITH
ONE SIDE FLAT.
R� (IF APPLICABLE)
2.
/2 INCH MIN. EXPOSURE OF ROCK ABOVE TOP OF CURB.
3.
A SAMPLE AREA, MIN. 10 SQ. FT. SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO
PROCEEDING WITH THE REMAINING ROCK WORK.
4.
FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPROVED BY THE CITY INSPECTOR.
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5.
ROCKS SHALL BE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE DISFIGURATIONS AND IRON
2 1/2" R (TYP)
a
CONTENT AS APPROVED BY THE CITY INSPECTOR
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6.
CONCRETE SHALL BE CLASS 520-D-2500 4 INCH SLUMP CONCRETE.
1 I
7.
WIRE BRUSH ALL JOINTS AFTER THE INSTALLATION OF THE ROCKS
77
u) COD 0
8.
AFTER CONCRETE MORTAR HAS SET, HYDRO BLAST AS DIRECTED BY THE CITY INSPECTOR. BRUSH
o
ROCKS TO REMOVE CEMENT COATING.
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9.
WHERE ROCK BORDERS TURF AREA, PLACE 1" CONCRETE EDGE BETWEEN BACK OF ROCK AND TURF.
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10.
HAND PLACE IN CONC. SETTING BED WITH FLATTER SIDES UP TO FORM A UNIFORM SURFACE
a
WITHIN THE DRAINAGE COURSE.
6„ 3
11.
PROVIDE LESS UNIFORMITY AS STONE GRADUATES IN SIZE AND PLACEMENT AWAY FROM
1O FINISH GRADE
DRAINAGE COURSE.
O CONCRETE MOW STRIP
12.
DEPTH OF STONE EMBEDMENT TO BE NO LESS THAN TWO-THIRDS THE DIAMETER OF THE STONE
TO BE NATURAL CONCRETE W/ MEDIUM
FOR SIZES 4"-12", NO GREATER THE ONE -THIRDS THE DIAMETER FOR SIZES LAGER THAN 12"
DIAMETER.
BROOM FINISH (3250 PSI)
O BASE MATERIAL & DEPTH
13.
COMPACT SUBGRADE TO A HARD, FIRM, UNYIELDING SURFACE, SMOOTH AND TRUE TO LINE AND
1/2" HT.-(1) #3 REBAR - CONTINUOUS
GRADE: TEST FOR REQUIRED COMPACTION PRIOR TO PLACING ROCKWORK.
1 TOP &BOTTOM REBAR - CONTINUOUS
14.
ADJUST PLANTER AREA GRADES TO FLOW @ 2% MINIMUM INTO DRAINAGE COURSE, (TYPICAL)
O DECORATIVE COBBLE STONE PAVING
CITY OF FONTANA
LANDSCAPE PLANS
Call Underground Service Alert
DRAWN Din
CYPRESS
STA. 10+ 0. 0 TO STAi 3+26.25
SC&D
AS SHOWN
�Q at least 2 days
DEsmmm By
before you dig
Know what's below. O 6" CONCRETE SEPARATION CURB
CONSTRUCTION DETAILS
d
CHECKED BY.
APPROVED lly Zp r
6.
Call before dig.
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you
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21
i 1 T e S C A P e%
Landscape Architecfure
and Planning
3190 B2 Airport Loop Drive
Costa Mesa, CA 92626
Richard Polhamus, License CA—#2782
(949) 644-9370 (714) 210-3140 FAX
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PC *,SPC 19-000011
DATE 12/18/18
JOB*
18-023
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