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O 46" SQ. CUSTOM PRECAST CONCRETE W/ O PEAK CAP.
02 OFFSET FACE OF CMU BLOCK IS REQUIRED
TO CREATE 2" DEEP REVEAL BOX
O STONE VENEER, INSTALL PER MFG. SPEC. O
O PRECISION CMU CONSTRUCTION W/ REBAR AND
FOOTING PER SIR. ENG. GROUT FILL CENTER
SOLID. PROVIDE MASONRY TIES ® 24" O.C.
(6 CMU FOR THE 24" SQ. COMMUNITY MARKER) M
SINGAGE NOTES:
CONTRACTOR TO SUBMIT SIGNAGE
SHOP DRAWING FOR APPROVAL
O Y4" x 4" DEEP STEEL FRAME ANCHORED INTO ,2
CMU WALL CORE AS REQUIRE.
O6 PROJECT LOGO BY OTHERS. TYP.
O7 MOSAIC TILE THINSET OVER CMU. O
08 BACKLIT LED FIXTURE. CONTRACTOR =
TO PROVIDE POWER TO LOCATION. 00 a I
09 ELECTRICAL CONDUIT AS REQUIRE C',
10 CONCRETE FOOTING PER STR. ENG.
182x2 L—BRACKET WELDED W/
STEEL FRAME.
to
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CONSTRUCT
36" SQ.
CMU COLUMN
42" SQ.
SECTION -A
I ) NEIGHBORHOOD ENTRY "COLUMN"
R� (IF APPLICABLE)
1
1/2" R. (TYP.)
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FINISH GRADE
0
CONCRETE MOW
STRIP
TO BE NATURAL
CONCRETE W/ MEDIUM
BROOM FINISH (3250 PSI)
O
BASE MATERIAL
& DEPTH
1/2" HT.-(1)
#3 REBAR - CONTINUOUS
1/2" HT.-(2)
#3 REBAR - CONTINUOUS
® TOP & BOTTOM
NOTES:
O BURY A MINIMUM OF 1/3 DEPTH
OF BOULDER SIZE.
Q BOULDER SHALL BE ROUNDED
RIVER BOULDER
JB-GRADE
PER SOIL REPORT
O
O SCARRED OR BROKEN BOULDER
SHALL NOT BE PERMITTED.
04 PLACE PER PLANS AND
LANDSCAPE ARCHITECT'S DIRECTION
Call Underground Service Alert
at least 2 days
Q before you dig
Know. wnars below. 3
Call before you dig.
BOULDER DETAIL
R
4"
1" GROUT BETWEEN
ROCK AND BACK OF CURB
ROCK HEIGHT
F 1/2 INCH ABOVE TC
24"
PEA GRAVEL
CONC.4"MIN.
THICK BED
CURB EDGE SECTION %90X MIN. BASE MATERIAL COMPACTED PER PLARNASDE
AND SPECS.
NOTE:
TC TC WHERE CURB
SEE PLANS FOR MEDIAN WIDTH ELEVATIONS
VARY INSTALL
TO DRAIN TO
LOW CURB.
SEE DETAIL A
— az wBw zs wn
1" CONCRETE GAP BETWEEN SET ROCK TO FULL DEPTH IN CONCRETE
ROCK AND BACK OF CURB BED WITH REQUIRED 1/2" EXPOSURE
ABOVE TC. WIRE BRUSH FINISH JOINTS
BETWEEN ROCKS
ROCK HEIGHT — r 6" MIN. PEA GRAVEL
- 1/2 INCH ABOVE TC 1 CONCRETE BED
DETAIL A
tr NOT TO SCALE FOR ILLUTIVE
PURPOSES ONLY
90% MIN. COMPACTED SUBGRADE OR
BASE MATERIAL PER PLANS AND
SPECS.
FULL WIDTH SECTION
COBBLESTONE NOTES:
1. ROCK SIZES UNLESS OTHERWISE SPECIFIED SHALL BE:
COBBLESTONES: MAX. 12" TO MIN. 6" WITH ONE SIDE FLAT.
2. 'Y2 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
5. ROCKS SHALL BE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE
DISFIGURATIONS AND IRON CONTENT AS APPROVED BY THE CITY INSPECTOR
6. CONCRETE SHALL BE CLASS 520-D-2500 4 INCH SLUMP CONCRETE.
7. WIRE BRUSH ALL JOINTS AFTER THE INSTALLATION OF THE ROCKS
8. AFTER CONCRETE MORTAR HAS SET, HYDRO BLAST AS DIRECTED
BY THE CITY INSPECTOR. BRUSH ROCKS TO REMOVE CEMENT COATING.
9. WHERE ROCK BORDERS TURF AREA, PLACE 1" CONCRETE EDGE
BETWEEN BACK OF ROCK AND TURF.
10. HAND PLACE IN CONC. SETTING BED WITH
FLATTER SIDES UP TO FORM A UNIFORM SURFACE
WITHIN THE DRAINAGE COURSE.
11. PROVIDE LESS UNIFORMITY AS STONE GRADUATES
IN SIZE AND PLACEMENT AWAY FROM DRAINAGE
COURSE.
12. DEPTH OF STONE EMBEDMENT TO BE NO LESS REFERENCE
_1
THAN TWO-THIRDS THE DIAMETER OF THE STONE
FOR SIZES 4"-12", NO GREATER THE ONE -THIRDS
THE DIAMETER FOR SIZES LAGER THAN 1211
DIAMETER.
13. COMPACT SUBGRADE TO A HARD, FIRM, UNYIELDING SURFACE, SMOOTH
AND TRUE TO LINE AND GRADE: TEST FOR REQUIRED COMPACTION PRIOR CITY OF F O N T A N A
TO PLACING ROCKWORK.
14. ADJUST PLANTER AREA GRADES TO FLOW @ 2% MINIMUM INTO LANDSCAPE PLANS
DRAINAGE COURSE, (TYPICAL) MWN SIERRA AVENUE AS SIERR STA.73TO STA.99+91.12 SHOWN
RESUR40 en DA
CONSTRUCTION DETAILS 1 9
4 DECORATIVE COBBLE STONE PAVING awam Dn Wpfam
UAW, D�NO,xv � 517
S 1 T E S C A P E S
Landscape Architecture
and Planning
3190 B2 Airport Loop Drive
Costa Mesa, CA 92626
Richard Polhamus, License CA—#2782
(949) 6"-9370 (714) 210-3140 FAX
REVISION
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LSPC 19-000009
DATE 12/18/18
JOB*
18-023
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