HomeMy WebLinkAbout1496-1AVZWX
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PROJECT SITE
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.LOCATION MAP
N" 18 SGAtet
I V 114 V R G, 1
ZQ 1ZZ
O3
4C* 1
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INDEX MAP_
R/W
TRACT
q\
14>*�jqRr �
4. IMPROVEMENTS
• 1
6
NO.12696; -1; -2
- E,1IAPROVEMENTS
R/W R/W
510!
25 2'31
71 lel IBS 71
2.5! 4.31 sl 101 101 s� 4.51 2.51
LEVEL LIM
1 Q07' 0.20 0.2d 0.ar' sol,: 114': I
1'
w lop M e. 1' 2%-
Z y►j . w" .
66 SIDEWALK `;� - ,.,. _: SIDEWALK
1 A.C. PAV E.M E N T
O 6" CURB s GUTTER2 CA - lOGOT'
TER
2 TC. = E - 0.07 12 of TC
COMPACTED O j ,
F.L. _ ' 0.57
' NATIVE SOIL, FL. = € - 0.37
TYPICAL STREET SECTION
N.T.S.
CONSTRUCTION NOTES AND QUANTITY ESTIMATES
R/ w
ITEM
3
1
321
TOTAL
9
8
7
6
5
4
3
2 1 L
20200
7.31 4.51
CONSTRUCT 2 1/2" A.C. OVER 12" COMFACTED NATIVE 301..
e'
CONSTNUCT 3" A.C. OVER 12" COMPACTED NATIVi 501L .
121
121
0
hod
I V 114 V R G, 1
ZQ 1ZZ
O3
4C* 1
VW
INDEX MAP_
R/W
TRACT
q\
14>*�jqRr �
4. IMPROVEMENTS
• 1
6
NO.12696; -1; -2
- E,1IAPROVEMENTS
R/W R/W
510!
25 2'31
71 lel IBS 71
2.5! 4.31 sl 101 101 s� 4.51 2.51
LEVEL LIM
1 Q07' 0.20 0.2d 0.ar' sol,: 114': I
1'
w lop M e. 1' 2%-
Z y►j . w" .
66 SIDEWALK `;� - ,.,. _: SIDEWALK
1 A.C. PAV E.M E N T
O 6" CURB s GUTTER2 CA - lOGOT'
TER
2 TC. = E - 0.07 12 of TC
COMPACTED O j ,
F.L. _ ' 0.57
' NATIVE SOIL, FL. = € - 0.37
TYPICAL STREET SECTION
N.T.S.
CONSTRUCTION NOTES AND QUANTITY ESTIMATES
R/ w
tl" FAG9
St9ENAl,I(
if + R:
w
volts
s9' I. V Of fOLL NE1601
s'
Tyr I NTWEEN 3' CI198 11
LXE FKO'M COMMON i
Al RI69T ANGLES 1C
2. 91M WAI Anton 10
C 3' IRAN 511101)
10' 11F W114 35'
t0 ALLOW 311ttl
TYPICAL. DRIVEWAY ENTRANCES
PER FONTANA STD4 102
No! fid st Au -
NO.
ITEM
3
1
321
TOTAL
I 1
12696-2
01
74,445
201
121
'
20200
7.31 4.51
CONSTRUCT 2 1/2" A.C. OVER 12" COMFACTED NATIVE 301..
e'
CONSTNUCT 3" A.C. OVER 12" COMPACTED NATIVi 501L .
121
121
el
4.51 7.51
OCONSTRUCT
CONCRETE CURB AND GUTTER (6"C.F.
Q
PER CITY OF FONTANA STANDARD DETAIL 101) .
38.15
L. F .
132&
1461
1021
3O
CONSTRUCT CONCRETE CURB AND GUTTER (8"C.F.
LEVEL
LINE
1
�
OCONSTRUCT
CONCRETE CURB AND GUTTER (6"C.F.
1
a1op�
F
I/4":
TRANSITION TO 8"C.F. PER CITY OF FONTANA
0.00
0.30
' ' o .0i ' 0.30'
000'
.
STD. DET. 100) .
1/0' 1�
L. F.
0
I'
OCONSTRUCT
STANDARD CROSS GUTTER AND SPANDRELL
It 40
1155
505
300
g
PER CITY OF FONTANA STANDARD DETAIL 104.
S.F.
O6
CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH
2%
.e
AND LOCATION PER PLAN.
,t
6 o
SIDEWALK =
O
4 •/.
�:.; .�
40
- i
;�� •�••:�. -�- .ay,.
.�; SIDEVNILK 6
?
ADJUST VALVE COVERS TO NEW GRADE.
=A.
r
`
3 d" CURS N GLITTER
12COMPACTED 18 ' A.C. PAVEMENT
" I
MANHOLE COVERS TO GRADE PER DETAIL 109.
T. C. = •1 0.06'
EA.
NATIVE
SOIL
"
3 e CURB a GUTTER
FL. = fL ' 0.61'
CONSTRUCT RAMPED CURB RETURN PER CITY OF
TYPICAL
STREET SECTION
FONTANA STANDARD DETAIL 104 A.
EA.
N. T. S.
10
REMOVE EXISTING CURB & GUTTER.
MSN
60
31 b' 3'
TIF
.-
11
�•SIA
�(�'�
tl" FAG9
St9ENAl,I(
if + R:
w
volts
s9' I. V Of fOLL NE1601
s'
Tyr I NTWEEN 3' CI198 11
LXE FKO'M COMMON i
Al RI69T ANGLES 1C
2. 91M WAI Anton 10
C 3' IRAN 511101)
10' 11F W114 35'
t0 ALLOW 311ttl
TYPICAL. DRIVEWAY ENTRANCES
PER FONTANA STD4 102
No! fid st Au -
NO.
ITEM
QUANTITY
UNIT
TOTAL
12696-1
12696-2
t2696
74,445
S.F
216.135
28,110
20200
1
CONSTRUCT 2 1/2" A.C. OVER 12" COMFACTED NATIVE 301..
lb
CONSTNUCT 3" A.C. OVER 12" COMPACTED NATIVi 501L .
3(065
51
3!005
OCONSTRUCT
CONCRETE CURB AND GUTTER (6"C.F.
Q
PER CITY OF FONTANA STANDARD DETAIL 101) .
38.15
L. F .
132&
1461
1021
3O
CONSTRUCT CONCRETE CURB AND GUTTER (8"C.F.
PER CITY OF FONTANA STANDARD DETAIL 101) .
OCONSTRUCT
CONCRETE CURB AND GUTTER (6"C.F.
TRANSITION TO 8"C.F. PER CITY OF FONTANA
160
STD. DET. 100) .
L. F.
0
....
OCONSTRUCT
STANDARD CROSS GUTTER AND SPANDRELL
It 40
1155
505
300
PER CITY OF FONTANA STANDARD DETAIL 104.
S.F.
O6
CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH
AND LOCATION PER PLAN.
IT 5 5 0
s . F .
T ion'
6110
4340
?
ADJUST VALVE COVERS TO NEW GRADE.
=A.
OADJUST
MANHOLE COVERS TO GRADE PER DETAIL 109.
G
EA.
9O
CONSTRUCT RAMPED CURB RETURN PER CITY OF
FONTANA STANDARD DETAIL 104 A.
EA.
10
REMOVE EXISTING CURB & GUTTER.
L. F.,
60
-
.-
11
REMOVE EXISTING SIDEWALK.
-14
S.F.
14
.�
12
CONSTRUCT A.C. OVERLAY AND FEATHER AS REQUIRED
S.F.
13
S.F.
14
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF
Z
FONTANA STD. DET. 102
EA.
• NOTE: TRANSITION DOES- NOT CHANGE TYPICAL STREET SECTION
REMAINS PER STANDARD SHOWN ABOVE (F . L .• CL -O. 5?')
GRADE BRAKX OCCURS ON CURB PROFILE ONLY.
GENERAL CONSTRUCTION NOTES:
I. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO
THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD
SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA.
REFER TO DEFINITIONS AND TERMS IN CITY STANDARD
SPECIFICATIONS.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED "ON FONTANA PUBLIC
WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY
LIMITS. -
3. STATIONING REFERS TO THE CENTERLINES 07 STREET EXCEPT WHERE
OTHERWISE NOTED.
4. CURB DATA REFERS TO THE FACE OF THE CURB.
S. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND
FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION
AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN
AFTER COMPLETION OF ROUGH GRADING.
T. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
STREETS.
6. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. -
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL
LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL
EACH UTILITY PRIOR TO ANY WORK.
9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE
CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND
SHALL BE RAISED TO GRADE by PAVING CONTRACTOR AFTER
COMPLETION OF PAVING.
10. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW
FINISHED G -RAD Y -WATER CONTRACTOR AND SHALL BE RAISED TO
GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
11. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION
STANDARD DETAIL 129.
12. THE CONTRAC'TOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL
UTILITIES AND OTHER IMPROVEMENTS INCLUDING,.BUT NOT LIMITED
T0, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE,
LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER,
RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL
SYSTEMS, ETC.
13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
CITY OF FONTANA.
14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS'WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM
WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREON.
15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE
SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT
SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT
TO THE OWNER'S REPRESENTATIVE.
16. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT.
17. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IPI' GRADE, COLOR
AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
18. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAS BEEN PLACED, INSPECTED AND APPROVED.
19. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAIL FIVE
(5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING
SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS.
TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE
GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND 14OVEMENT
MAY BE EXPECTED.
20. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM
EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SECTION 306-1.1.6.
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY'S INSPECTOR.
22. ACTUAL PAVEMtNT IrMCKNt53 TO 6E OE TER MINE` DY SOIL 5 E NGI NEE R
AFTER COM PLf110N Of ROUGH GRADING.