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FOOTHILL BLV P,_
COUNTY OF SAN BERNARDINO
ARROW HIGHWAY
PROJECT
LOCATION
LOCATION MAP
N. 775,
TYP/CAL SECT/ONS
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FOOTHILL BOULEVARD
N.T. S.
ETIWANDA CREEK DRIVE
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firs
VILLAGEOF HERITAGE _ GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF
FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975.
:STREET IMPROVEMENT PLANS �. CONSTRUCTION PERMITS SHALLq BE OBTAINED FROM THE FONTANA PUBLICLIC WORKS
DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS.
3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR
FORTO CONSTRUCT THE WORK TO THE PLAN GRADES.
4. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER
POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC.0,
' 2 - 1 SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE
i IMPROVED AND -INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY
T.R.AC.T OTHERS; IT SHALL BE THE CONTRACTOR IS RESPONSIBILITY TO NbTIFY ALL OF
f THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS.
5. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING
N THE � CONTRACTOR. -
,��; 6. AS --BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR.
7. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK
CITY OF FONTANAAROUND THEIR FACILITIES.
8. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER.
9. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY
COUNTY OF SAN BERNARDINO ENGINEER.
10. BACKFILL MATERIALS TO HAVE A S. E. OF 30 (MIN. ) AND MIN. COHPACT I ON OF
90%.
11. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO
GRADE DURING PAVING.
12. CONTRACTOR TO INSTALL ALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BYCONSTRUCTION NNANTITIE THE CITY ENGINEER.
DESCRIPTION QUANTITY 13. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE.
14. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
lO--- CONST. STD. CURB AND GUTTER PER (CALTRANS STD N8-A,TYPE A2-8. _ /_,.51�_ L F PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED
IMMEDIATELY..
(�-- CONST. STD. CONCRETE SIDEWALK PER CALTRANS STD. N8 -A.
- -%�75 -5F 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE
ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND.BEFORE THE
O3 -- CONST STD. WHEELCHAIR RAMP PER CALTRANS STD. N8—B,CASE E.EA PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET
CENTERLINE MONUMENTS"AS REQUIRED BY THE THE CITY CODE OF THE CITY OF
4a-- CONST. 5" A. C. OVER 1211 COMPACTED NATIVE /5 jam/ 5F FONTANA.
a5 INSTALL- TYPE �L`MARKERS PER CA LTRA.NS .STD. A74 -A 16 . ENCROACHMENT PERMIT I S REQUIRED FROM CALTRANS PRIOR �'0 DO I N� ANY
-- _ 8 6A. WORK WITHIN THE STATE HIGHWAY RICHT-OF-WAY.
�— CONST. A. C. OVER EXIST. PAVE MENT•- OF* 17. ALL WORK WITHIN THE HIGHWAY R I CHT -OF -WILY SHALL BE TO STATE
THICKNESS VARIES STANDARDS.
7�— CONST. 3"A.0 OVER 12" COMPACTED -NATIVE ;20,069 5F
18. STRUCTURAL SECTION INDICATED FOR HIGHWAY IS FOR ESTIMATING ONLY.
8 CONST.-CONC.'X-GUTTER PER CITY -OF FONTANA O STD., DETAIL 105 ��3 -SF' ACTUAL SECTION TO BE DETERMINED AFTER GRADING AND APPROPRIATE - LAB TESTS. AT.I.OF 8.5 SHOULD BE US O IN THE DESIG OF THE
_ HIGHWAY LANES SECTION. A T. I. OF 6.0 COULD B=!- USED IN THE '
gO -CONST. 8'�CURB a GUTTER PER CITY OF FONTANA STD DETAIL 101 879 LF _ �% SHOULDER AREA.
10 O CONST. CONC. SIDEWALK PER CITY OF FONTANA STD. DETAIL 105 A 2, 7X 3F. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ,
CONST. WHEELCHAIR RAMP PER CITY OF FONTANA STD. DETAIL 104A EA. TI ---E EXISTENCE 4.11) LOCATION OF ANY UNDERGROUND UTILIT'Y FIFES OR STRucTURES' SHC►I:4N ON
kESE 1 Lala WERE OBTAINED BY A SEARCH OF THE: AVAILABLE RECORDS. THESE LOCATI Ot-43 ARE
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