HomeMy WebLinkAbout6282-3LEGEND:
1. Poured in place concrete, see construction legend for finish and color.
Jointing per construction plan and legend.
2. #4 rebar @ 18" o.c. each way, centered in slab unless otherwise noted in soils engineer's report.
3. Compacted subgrade/sub-base per soil engineer's report.
4. 4" pedestrian/6" vehicular unless otherwise noted in soil engineer's report.
Concrete Pavi
SIMILAR PATTERN IS TO BE USED
TC TC
SEE PLANS FOR MEDIAN WIDTH
NOTE:
WHERE CURB ELEVATIONS
VARY INSTALL TO
DRAIN TO LOW CURB.
SEE DETAIL A
-
1" CONCRETE GAP BETWEEN
ROCKS
1" CONCRETE GAP BETWEEN
ROCKS AND BACK OF CURB SET ROCK TO FULL DEPTH IN CONCRETE BED
WITH REQUIRED 1"-1.5"EXPOSURE ABOVE TC.
WIRE BRUSH FINISH JOINTS BETWEEN ROCKS
ROCK HEIGHT 6" MIN. PEA GRAVEL CONCRETE BED
F 1"-1.5" INCH ABOVE TC
DETAIL A
NOT TO SCALE FOR ILLUSTRATIVE PURPOSES ONLY
�90% MIN. COMPACTED SUBGRADE OR
BASE MATERIAL PER PLANS AND SPECS.
1. ROCK SIZES UNLESS OTHERWISE SPECIFIED SHALL BE:
COBBLESTONES: MAX. 12" TO MIN. 6", NO MORE THAN 50% OF ANY
ONE SIZE.
2. A SAMPLE AREA. MIN. 10 SO. FT. SHALL BE APPROVED BY
THE CITY INSPECTOR PRIOR TO PROCEEDING WITH THE
REMAINING ROCK WORK.
3. FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPROVED
BY THE CITY INSPECTOR.
4. ROCKS SHALL BE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE
DISFIGURATIONS AND IRON CONTENT AS APPROVED BY THE CITY
INSPECTOR
5. CONCRETE SHALL BE 25GO PSI PEA GRAVEL PUMP MIX CONCRETE.
6. WIRE BRUSH ALL JOINTS AFTER THE INSTALLATION OF THE ROCKS.
AFTER CONCRETE HAS SET, CLEAN THE RESIDUE FROM SURFACES
OF ROCKS.
7. NO JOINTS GREATER THAN 1" BETWEEN ROCKS WILL BE
ACCEPTABLE. 4" FILLER ROCKS WILL BE ACCEPTED TO MAINTAIN
THE 1" JOINT.
8. WHERE ROCK BORDERS TURF AREA, PLACE 1" CONCRETE EDGE
BETWEEN BACK OF ROCK AND TURF.
p0 ESS/OHq/ APPROVED BY: CITY OF FONTANA
��F2��QRDO SANpobla�i s" r� ' 12-2-19
No. 51152 P CITY ENGINEER DATE TYP. ROCK TREATMENT
RICARDO SANIDOVAL
REVIEWED BY:
CIVIL
slgTE OF CAIiFOR�\P DATE OF LAST REVISION: 10-15-19 STD. PLAN NO. 5045 1 SHT ') OF
Scale: N.T.S
HUNTER LANDSCAPE
711 S. Fee Ana Street
DN(5IMPROVEMENTS
SHOULD CONSTRUCTION OF THE REQUIRED
NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
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PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
JURUPA AVENUE STREET IMPOVEMENTS
BENCH MARK:
DRAWN BY:
Hardscape Details
AS NOTED
SAN BERNARDINO COUNTY TBM PER FIELD BOOK 4015/848
ELEVATION - 1019.83', DATUM - 1929
Placentia, California 92870
DAYS N � IG
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
4L I/31/2023
r "aN P
DESIGNED BY:
APPROVED
DATE
JAN. 6th, 2023
RAILROAD SPIKE IN POWER POLE #71833, N.E. CORNER
POPLAR AVE. & SANTA ANA AVE. ESr. FROM BM B-38.
Ph: 714.986.2400
Fax: 714.986.2408
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REV.
DESCRIPTION
DATE
ENGR.;�Q
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
9rF o��
OP CALIF
Thomas Hays DATE 11.722
CHECKED BY:
APPROVED BY: i31116:2Q23 rgaray FOR
GIA LAM KIM CITY ENGINEER R.C.E. 62296 DATE
DRAWING NO.: 3
6282 11