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FOOTHILL BLVD.(EASTBOUND)
CONSTRUCTION NOTES SIMILAR PATTERN IS TO BE USED
TC Tc O SALT/ PEPPER GRANITE BOULDERS AVAILABLE AT SOUTHEAST BUILDING PRODUCTS
EE STREET IMPROVEMENT PLANS FOR MEDIAN WIDT (626)-625-3334 SEE CONSTRUCTION PLAN FOR LOCATION AND QUANITY.
O INSTALL ROCK BOULDERS PER DETAIL, SHEET 3 WHERE CURB ELEVATIONS MINIMUM WIDTH 24" M=AXIMUM WIDTH 40" MINIMUMDHEIGHT 24" MAXIMUM HEIGHT 32"
SEEDETAILA VARY, INSTALL ELEVATTO IONS
30% 24 WIDTH 30% 30 WIDTH 40% FROM 40 WIDTH
�� �� LOW CURB. n NOTE: ALL BOULDERS SHALL BE PLACED IN FIELD UNDER THE DIRECTION OF THE
20 INSTALL WASHED COBBLESTONE DRY STREAM BED MIN 6 MAX 12
�vO�Q 1"CONCRETE GAP CITY INSPECTOR AND / OR CITY REPRESENTATIVE.
PER DETAIL. SHEET 3
VARIES SEE PLAN DIAMETER SALT / PEPPER BETWEEN ROCKS
COBBLE, AVAILABLE FROM SOUTHEAST 2 FINISH GRADE
O 6" P.C.C. NATURAL GRAY CONCRETE CURB PER CIVIL ENGINEERING CONSTRUCTION PRODUCTS. CONTACT 1•CONCRETEGAP BETWEEN SET
WITH REQUIRED EQ IOF LLIDEPTH
IIN CONCRETE
ETc. DETAIL 3 COMPACTED SUB -GRADE @ 90%
ROCKS AND BACK OF CURB O
STREET IMPROVEMENT PLANS CONCRETE 2% 2% VICTOR RIOS AT (626) 625-3334. WIRE BRUSH FINISH JOINTS BETWEEN ROCKS. NOTTOSCALE
SLOPE - SLOPE ROCK HEIGHT 6" MIN. PEA GRAVEL CONCRETE BED FOR ILLUSTRATIVE PURPOSES ONLY
F.G. V-1.5"ABOVET.C. WIDEST DIMENSION
OF BOULDER
4 INSTALL COBBLESTONE BANDING PER DETAIL, SHEET 3
1=iii-1 I h -! I f .. •:.. -.i,. .: . ; -�..�_•,?� ,f.,� • •'• � . .' � X
SEE CIVIL ENGINEERING STREET IMPROVEMENT PLANS �� ��
FOR MEDIAN LAYOUT/ DIMENSION. •,--,r-:l!-�.:a• ••• :: • . � -�•• ,• .•.
i -I • •-� I I-: i i-1 i I� •. 4• y' , a � � ..yrs-,. • • d • i
= i_; i _! �_I; -: i �_ 1 � : ` -: i I -t i : �_� ;-1: - 90% MIN. COMPACTED SUBGRADE OR
M., �,_`''_�,t:::'_ , BASE MATERIAL PER PLANS AND SPECS.
-=ili-ii-Ill :.i;;i� !If -Iii -':II :��7� ;i: -I' :11.;-1 ';=il"�-`•' i. -i::
O INSTALL COBBLESTONE ON MEDIAN. PER DETAIL, SHEET 3 ''=I: -
_..
1 �� I f �, 1. ROCK SIZES UNLESS OTHERWISE SPECIFIED SHALL BE: M
SEE CIVIL ENGINEERING STREET IMPROVEMENT PLANS FOR MEDIAN 3 THICK CRUSHED �'=1�j 9,► 1�� COBBLESTONES: MAX. 12"TO MIN. 6" NO MORE THAN 50% OF ANY 2
-=-� -�-; 32 THICK CONCRETE HEADER ONE SIZE. _
LAYOUT/ DIMENSION. SUB -BASE SUMP MIN. 2. A SAMPLE AREA, MIN. 10 SQ. FT. SHALL BE APPROVED BY
I I.; I /,r j: <:•� __ WITH # 3 REBAR CONTI N. THE CITY INSPECTOR PRIOR TO PROCEEDING WITH THE p
SEE PLAN FOR LOCATIONS ALL SIDES REMAININGROCK WORK.711
" ( )- ' I I. `-'� y STEEL L 3. FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPROVED
6 INSTALL 8110 ABS DRAIN, TYPICAL. SEE WASHED COBBLE DETAIL ON o I f ,._ ,�,;j4 S REINFORCEMENT
COMPACT TO 90 /o ,t - BY THE CITY INSPECTOR.
S H EET 3 ^ ' ^ 4. ROCKS SHALL BE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE
8"0 X 2' LONG INSPECTOR.
ONS AND IRON CONTENT AS APPROVED BY THE CITY
NOTE: INSTALL PER TYPICAL COBBLESTONE DETAIL 5. CONCRETE SHALL BE CLASS 520-C-2500,4 INCH SLUMP CONCRETE.
ABS DRAIN PIPE THIS SHEET AND SPECIFICATIONS 6. WIRE BRUSH ALL JOINTS AFTER THE INSTALLATION OF THE ROCKS.
AFTER CONCRETE HAS SET, CLEAN THE RESIDUE FROM SURFACES 3
OF ROCKS.
GRADING LEGEND 7. NO JOINTS GREATER THAN 1"BETWEEN ROCKS WILL BE
ACCEPTABLE. 4" FILLER ROCKS WILL BE ACCEPTED TO MAINTAIN
THE 1" JOINT.
FS FINISH SURFACE BOULDER ON GRADE D
HP HIGH POINT WASHED COBBLE DETAIL
TYPICAL COBBLESTONE TREATMENT,
1305.00 SPOT ELEVATION (FOR MEDIAN NOSE & 1' WIDE BANDING AT BACK OF CURB)
x 1223.16 EXISTING ELEVATION
CITY STANDARD # 5045
--1199.05- NEW GRADE
FLOW LINE SEE SHEET 2 FOR GENERAL GRADING NOTES & CONSTRUCTION NOTES
Underground Service Alert PNDScgp CITYOF FONTANA
FOOTHILL BLVD
SECTION 4216/4217 OF THE GOVERNMENT ��.� R� J. Mc/y�� •9,Q CITY DRAWING FILE N0.
�lv o�� 346 do �, GRADING/ CONSTRUCTION PLAN / DETAILS 4883
��FORF y CODE REQUIRES A DIG ALERT IDENTIFICATION LANDSCAPE MEDIAN y `� y y
C= �o NUMBER BE ISSUED BEFORE A PERMIT TO m DRAWN BY: SCALE:
CITY OF FONTANA W 0 R.J.M/D.M.A FOOTHILL BOULEVARD 111_1o' -o"
EXCAVATE WILL BE VALID FROM CHERRY AVENUE FROM CHERRY AVENUE
��►� CALIFORNIA, 92335 // sI ature DESIGNED DATE01-17-11
FOR YOUR DIG ALERT I.D. NUMBER CALL � (/ t TO HEMLOCK AVENUE
UNDERGROUND SERVICE ALERT TO H E M LOC K AVE N U E �,, Data �Q'
TOLL FREE 1-800-227-2600 •9TH 0�� CHECKED BY: DRAWING NO.: 3
TWO WORKING DAYS BEFORE YOU DIG OF CA��� R'A'M 3 38
REV REVISION DESCRIPTION DATE CITY DATE
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