HomeMy WebLinkAbout5742-4OSALT/ PEPPER GRANITE BOULDERS AVAILABLE AT SOUTHEAST BUILDING PRODUCTS
(626)-625-3334 SEE CONSTRUCTION PLAN FOR LOCATION AND QUANITY.
MINIMUM WIDTH 24" MAXIMUM WIDTH 40" MINIMUM HEIGHT 24" MAXIMUM HEIGHT 32"
30% 24" WIDTH 30% 30" WIDTH 40% FROM 40" WIDTH
NOTE: ALL BOULDERS SHALL BE PLACED IN FIELD UNDER THE DIRECTION OF THE
CITY INSPECTOR AND I OR CITY REPRESENTATIVE.
OFINISH GRADE
OCOMPACTED SUB -GRADE @ 90%
WIDEST DIMENSION
OF BOULDER
1
x
o_
3
NOT USED SCALE 17 NOT USED SCALE 10 NOT USED SCALE 10 NOT USED SCALE 6 BOULDER ON GRADE N.T.S. 3
C TC
EE STREET IMPROVEMENT PLANS FOR. MEDIAN WIDTH -
NOTE
SEE DETAIL A W-IERe CURB ELEVA79M
VARY, INSTALL TO DRAIN -0
LOWCURS
P Pli 49M
SETOTLLOSMIM 00NOR:TE SW
RM APO BACJC OF Ct`-t S'E)&0% iF AB01�TC.
94 JOK M SEMONROOK3.
6'MIN.PEAGRAV&CONCRETEW
IN. COMPACTED 5UBGRADE OR
WE MATERIAL PER KANS AND SPECS.
1, ROCK SIZES UNLESS OTHERWISE SPECIFIED S€-'ALL BE:
COSSLESTCNES_ RW. t2' TO MIN. 6'. NO MORE THAN 5D% OF ANY
SIMILAR PATTERN IS T6 BE LOM ONE SIZE.
2. A SAMPLE ARSk MIN. 10 SD. FT. SHALL BE APPROVED BY
THE CITY INSPECTOR PRIOR TO PROCEED?-NG WI T14 THE
REMAINING ROCK WORK
3. FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPROV_D
BY T HE CITY INSPECTOR,
4. ROCKS SHALL BE SMOOTH, ROUNDED, FREE OF OBSECTIONARLE
DISFIGJRAT,ONS AND IRON CONTENT AS APPROVED By TmF CITY
! INSPECTOR.
5- CONCRETE SHALL BE GLASS 5&C'25W, 4 INCH SLUMP CONCRETE,
CONCRETE CAP B. WIRE BRUSH ALL JOINTS AFTER THE INSTALLATION OFTHE ROCKS.
BcTAEEN ROCKS AFTER: CONCRETE HAS SET, CLEAN THE RESIDUE FROM SURFACES
OF ROCKS,
DETAIL 7. NO JOINTS GREATER THAN I' SETINEEN ROCKS WILL BE
NOT TO SCALE ACCEPTABLE. e• FILLER ROCKS IMLL BE ACCEPTED TO MANTAIN
THE 1" JOtNiT.
NOT USED SCALE 16 NOT USED scALE 13 NOT USED SCALE 9 NOT USED N.T.S. 5 TYP. COBBLESTONE TREATMENT N.T.S. . 2
MIN 6' MAX 12'
VARIES SEE PLAN DIAMETER SALT I PEPPER
COBBLE, AVAILABLE FROM SOUTHEAST
CONSTRUCTION PRODUCTS. CONTACT
CONCRETE 2Dsi aE ' zy5 VICTOR RIOS AT (626) 625-3334.
3}" THICK CRUSHED
SUBBASE SUMP 'f MIN 3} THICK CONCRETE HEADER
(SEE PLAN FOR LOCATIONS ALL SIDES WIT
3 REBAR CONTIN.
COMPACT TO 90% STEEL REINFORCEMENT
8"0 X 2' LONG NOTE: INSTALL PER TYPICAL COBBLESTONE DETAIL
ABS DRAIN PIPE THIS SHEET AND SPECIFICATIONS
NOT USED SCALE 151 NOT USED SCALE 12 NOT USED SCALE $ NOT USED N.T.s. 4 WASHED COBBLE N.T-s- 1
n r roLnd Service Alert SECTION 4216/4217 OF THE GOVERNMENT p�nFESSI TKE ENGINEERING, INC. SHOULD CONSTRUCTION OF THE CITY
OF FONTANA, CALIFORNIA
CODE REQUIRES A DIG ALERT IDENTIFICATION M• R` 2305 CHICAGO AVENUE LANDSCAPE IMPROVEMENTS REQUIRED IMPROVEMENTS NOT COMMENCE
o Y NUMBER BE ISSUED BEFORE A PERMIT TO �Qy Fyy RIVERSIDE,
CA492507 FOOTHILL BOULEVARD APPROVAL O YEARS OF E DATE OF D + �` LANDSCAPE IMPROVEMENT PLANS
EXCAVATE WILL BE VALID �' z �' SCALE
Nc.6,,.4 AM S� FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS
FOR YOUR DIG ALERT I.D. NUMBER CALL Exp.9-30-18 EKING FAX (951) 680-0490 , FORTH IN A DILIGENT MANNER, THE CITY AS SHOWN
UNDERGROUND SERVICE ALERTS 0l V 1� >P �s OLEANDER AVENUE TO 600 EAST ENGINEER MAY REQUIRE REVISIONS TO DESIGNED BY: CONSTRUCTION DETAILS DATE:
Z THE PLANS TO BRING THEM INTO TMR SEP. 2018
TOLL FREE DAYS
BEFORE YOU
for cA1.�F`i� TERRY P. RENNER R.C.E. No. 9984 1� OF CYPRESS AVENUE CONFORMANCE WITH CONDITIONS AND CHECKED BY: APPROVED Y, DAIE DRAWING NO.:
TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES:9-30-18 STANDARDS IN EFFECT. TMR /3 ✓8 5742 4
CITY ENGINEER R.C.E. No. 51152 1
ME JOB �/: 101-39