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PAATE-- QUANTITIES
No. DESCRIPTION QUANTITY
r -
3" A.C. ON 6" C.A.6. PER CITY OF FONTANA TANDARDS
89,985 SQ. FT.
$ I/2" A.C. ON 4'f .A. B. PER CITY OF FONTANA
136,995 SQ. FT.
STANDARDS (INTERIOR STREETS
VARIABLE THICKNESS I"MIN) CAP OVER EXISTING18
,200 . F
PAVEMENT PER CITY OR FONTANA STANDARDS
4.
8CURB & GUTTER PER CITY OF FONTANA STD. DET. 101
2,3 a a L. FT.
6" CURB d GUTTER PER CITY OF FONTANA STD. DET. 101
8,034 L. FT.
6,
CROSS GUTTER, SPANDRILL AREA, AND CURB PER CITY
2,110 SO. FT.
OF FONTANA STD. DET. 10
7.
DRIVEWAY ENTRANCE PER CIN OF FONTANA STD. DET 103 Wr
II d34 SQ. FT.
19.
REMOVE EXISTING A.C. PAVEMENT
38,640 SQ FT.
9.
PC. C. SIDEWALK PER CITY OF FONTANA STD. DET, 105-A
101212 SQ. FT.
10.
ROADWAY EXCAVATION
17, 000 CU.YDS.
11.
u HEADWALL PER SAN BERNARDINO COUNTY STD. 201
I EACH
12.
CURB INLET PER CITY *OF FONTANA STD. 121
2 EACH
�
GRATE INLET PER CITY Of FONTANA STD. 120 d
1 EACH
14.
A. C. PAVED DRAIN (3" THICK)
50 S.F.
15
30" R.C.P.
71.8 L.F.
16
24 R.C.P.
.153 L.F.
17
JUNCTION STRUCTURE .PER CITY OF FON. STD. 122
I EACH
AtARLAY AVE.
EL CONMM"D-,,,,
SITE
NSTRUCII-ON N
1 CONSTRUCT IMPROVEMENTS AS CALLED OUT BY TYPICAL SECTION
3
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CONSTRUCT " A.C. on COIPACTItt INA-TIVE 2
3. CONSTRUCT 2 1/2" A.C. ON COMPACTED NATIVII
(INTERIOR STREETS)
4. CONSTRUCT VARIBLE THICKNESS (1" MIN) CAP OVER EXIST. PAVEMENT
PER CITY OF FONTANA STDS.
5. CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. DET. 101
6, CONSTRUCT 6" CURIB & GUTTER PER CITY OF FONTANA STD. DL 101
7. CONSTRUCT CROSS GUTTER, SPANDRILL AREA, ANO CURS PER CITY Of
FONTANA STD. DET. 104.
8. CONSTRUCT DRIVEWAY ENTRANCE PER CITY OF FONTANA STD. KT 103
Ww 16'
lob" Adklmw�.
SREMOVE EXISTING A.C. PAVEMENT
1 CONSTRUCT K.C. SIDEWALK LER CITY OF FONTANA STD. DET LOS—A
a.$ •CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD.
DET 104 —A
NGINEERS NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER
LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR
THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM
THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER..
GENERAL NOTES:
I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE
CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS
DATED 1975.
2. CONSTRUCTION PERMITS SHALL !E OBTAINED FROM THE FONTANA PUBLIC
WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK.
3. ALL EXISTING MANHOLES TO DE ADJUSTED t0 FINISH GRADE BY SAVING
CONTRACTOR PER CITY OF FONTANA STANDARDS AND CHINO BASIN
MUNICIPAL MATER DISTRICT STANDARDS,
M. ADEQUATE STAKES SMALL BE SET BY TFIE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
S. ALL PIPELINES OR SUBSTRUCTURES OF ANI' KIND AND ALL TELEPHONE OR
POWERPOLES, NATERMETERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES,
ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO
BE IMPROVED AND INTERFERRING WITH CONSTRUCTION, SHALL BE RELOCATED
BY OTHERS; IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY
ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS.
6. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR.
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TYPICAL SECTION
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SHADOW DRIVE..
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OVERLAND DRIVE
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TYPICAL SECTION MW SWA" L•
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MAALA AVENUE
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PEA'MER
SMOOTH 4
EXIST. P N/EMENT
TYPICA►i, SECTia�.
SCALE.' -NOME
MULBERRY AVENUE
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TYPICAL SECTION
SCALE - NONE
SHADOW DRIVE..
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TYPIC
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SCALE S
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OVERLAND DRIVE
PONDEROSA DRIVE
COUNTRYSIDE DRIVE
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TYPICAL SECTION MW SWA" L•
fCNLE-NONE
MAALA AVENUE
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PEA'MER
SMOOTH 4
EXIST. P N/EMENT
TYPICA►i, SECTia�.
SCALE.' -NOME
MULBERRY AVENUE
�sum
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