HomeMy WebLinkAbout4742-3' x119
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CONSTRUCTION NOTES
FOOTHILL BLVD. (WESTBOUND)
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L BLVD. (EASTBOUND)
x 1199.02
Y1201.02,
O INSTALL ROCK BOULDERS PER DETAIL, SHEET 3. MIN 6" MAX 12"
VARIES SEE PLAN DIAMETER SALT / PEPPER
2O INSTALL WASHED COBBLESTONE DRY STREAM BED COBBLE, AVAILABLE FROM SOUTHEAST
PER DETAIL. SHEET 3. CONSTRUCTION PRODUCTS. CONTACT
CONCRETE 2% 2% VICTOR RIOS AT (626) 625-3334.
O EXISTING 6" P.C.C. NATURAL GRAY CONCRETE CURB PER CIVIL SLOPE-- O
ENGINEERING STREET IMPROVEMENT PLANS F.G.
O INSTALL COBBLESTONE BANDING PER DETAIL, SHEET 3.
SEE CIVIL ENGINEERING STREET IMPROVEMENT PLANS
22i1+doo
0
x i1d9.03
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x 1198.92
FOOTHILL BLVD. (WESTBOUND)
23+00
X
11 9.17
x
x1199.24
x119a�.18
1199.10
x 1199.01
FOOTHILL BLVD. (EASTBOUND)
OSALT/ PEPPER GRANITE BOULDERS AVAILABLE AT SOUTHEAST BUILDING PRODUCTS
(626)-625-3334 SEE CONSTRUCTION PLAN FOR LOCATION AND QUANITY.
MINIMUM WIDTH 3'-6" MAXIMUM WIDTH 5'-6" MINIMUM HEIGHT 3'-0" MAXIMUM HEIGHT 4'-0"
30% 3'-6' WIDTH 30% 4'-0" WIDTH 40% FROM 5' TO 5'-0" WIDTH
NOTE: ALL BOULDERS SHALL BE PLACED IN FIELD
UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT
OFINISH GRADE
OCOMPACTED SUB -GRADE @ 90%
SEE DETAIL A
5
TC TC
1' CONCRETE GAP BETWEEN
ROCKS AND BACK OF CURB
HEIGHT
IF 1!-I.T ABOVE T.0
SET ROCK TO RU DEPTH IN CONCRETE BED
WITH REQUIRED 1-1.5 EXPOSURE ABOVE T.C.
MARE BRUSH FI ISH JOINTS BETWEEN ROCKS.
r S' IAN. PEA GRAVEL CONCRETE BED
x 1199.24
a
x1199.16
x1198.33
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DETAIL
NOT TO SCALE
FOR ILLUSTRATIVE PURPOSES ONLY
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FOR MEDIAN LAYOUT/ DIMENSION.
W% MIN. COWACTED SUBGRADE OR
3g" THICK CRUSHED g BASE MATER�PER PLANSA�S�CS_
U5 INSTALL COBBLESTONE ON MEDIAN. SEE CIVIL ENGINEERING STREET = 3" THICK CONCRETE HEADER p 1. ROCK SIZES UNLESS OTHERWISE SPECIFIED SW4LLBE:
SUBBASE SUMP �'��' MIN. �
COBBLESTONES: MAX 17 To MIN. c, No MORE THAN sox of ANY
-
IMPROVEMENT PLANS FOR MEDIAN LAYOUT/ DIMENSION. 1 �-r_ WITH # 3 REBAR CONTIN. 2 ONE SIZE.
(SEE PLAN FOR LOCATIONS ALL SIDES
tv 2. A SAMPLE AREA, LIN. 10 SO. FT. SHALL BE APPROVED BY
c - �- STEEL REINFORCEMENT THE CITY INSPECTOR PRIOR TO PROCEEDING WITH THE
s INSTALL 8 0 ABS DRAIN, TYPICAL. SEE WASHED COBBLE DETAIL ON COMPACT TO 90 /o m REMAINING ROCK WORK
;
O _ p 3. FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPROVED
BY THE CITY INSPECTOR r
4. ROCKS SHALL BE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE Q�
SHEET 3. 8"0 X 2' LONG ABS PIPE � °FEssI°" �
NOTE: INSTALL PER TYPICAL COBBLESTONE DETAIL DISFIGURATKNNSAND IRON CONTENT ASAPPROVED BYTI EC17INSIPE��o gyp. CASTi4��y
GRADING LEGEND
THIS SHEET AND SPECIFICATIONS s. CONCRETTEESHALLBEC.nssso-C-M,4INCH SLLWCONCRETE. 2 78044 ° �'�° �E GoRS� ��hw�N�
6. WIRE BRUSH ALL JOINTS AFTER THE INSTALLATION OF THE ROCKS. c� C
AFTER CONCRETE HAS SET CLEAN THE RESIDUE FROM SURFACES
FS FINISH SURFACE 3 T. o X f S GREATER THAN, BETWEENROCKS WILLBE
HP HIGH POINT ACCEPTABLE. 4' AUER ROCKS WILL BE ACCEPTED TO MAINTAIN CMV
THE r JOINT. srA"EOFCt�����
1305.00 SPOT ELEVATION WASHED COBBLE DETAIL. BOULDER ON GRADE DETAIL TYPICAL COBBLESTONE TREATMENT
x 1223.16 EXISTING ELEVATION(FOR MEDIAN NOSE & V WIDE BANDING AT BACK OF CURB
—1199.05— NEW GRADE CD
FLOW LINE SEE SHEET 2 FOR GENERAL GRADING & CONSTRUCTION NOTES CITY STANDARD # 5045
�p.ND SCq p4�
—CITY OF FONTANA
SECTION 4216/4217 OF THE GOVERNMENT FOOTHILL BLVD A���o��-1 J. AwlC � GRADING/ CONSTRUCTION PLAN MYDRAWINGFILEN0
CODE REQUIRES A DIG ALERT IDENTIFICATION x1O y ?
r NUMBER BE ISSUED BEFORE A PERMIT TO LANDSCAPE MEDIAN CITY OF FONTANA m °mow" BY: FOOTHILL BOULEVARD SCALE:« »
EXCAVATE WILL BE VALID FROM ILEX STREET ° -4 RIGNE .M.A : =10-0
�a FOR YOUR DIG ALERT I.D. NUMBER CALL CALIFORNIA 92335 � . D ; � DESIGNED BY: FROM ILEX STREET DAA:
TO CHERRY AVENUE 08 -26-08
UNDERGROUND SERVICE ALERT TO CHERRY AVENUE ��' �` ��
TOLL FREE 1$00-227-2600 ,rF OP CE��? CHECKED BY: � � m�"moi 1lYAT�,o�p DRAYmG ��� 3
TWO WORKING DAYS BEFORE YOU DIG REv REVOM DESCRFTM DATE cm DATE
foot c IT1' F_m&t'mEglz RCe 51152 47 2 �