HomeMy WebLinkAbout1620-1GENERAL -CONSTRUCTION -NOTES
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1. 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 FROM FONTANA PUBLIC
WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY
LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE
OTHERWISE NOTED.
4. CURB DATA REFERS TO THE FACE OF THE CURB.
5. 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.
7. ALL UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL
LOCATION AND ELEVATION IN THE FIELD. CONTRACTIOR SHALL CALL
EACH UTILITY PRIOR TO ANY WORK.
8. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE
CONSTRUCTED 6" BELOW FINISH GRADE BY SEWER CONTRACTOR AND
SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER
COMPLETION OF PAVING.
9. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW
BELOW FINISH GRADE BY WATER CONTRACTOR AND SHALL BE RAISED
TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
10. REFER TO CITY OF FONTANA. UNDERGROUND UTILITY LOCATION
STANDARD DETAIL 129.
11. THE CON'T'RACTOR[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.
12. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
CITY OF FONTANA.
13. 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.
14. 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.
15. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT.
16. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAS BEEN PLACED. INSPECTED AND APPROVED.
17. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE [51
FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING
SYSTEM. SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS.
TRENCHES LESS THAN FIVE 151 FEET IN DEPTH SHALL ALSO BE
GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT
MAY BE EXPECTED.
16. 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.
19. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY'S INSPECTOR.
20. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE
CONTRACTOR.
NOTE:
QUANTITIES SHOWN ARE FOR PERMIT "POSES ONLY. CONTRACTOR SHALL BE
RESPONSIBLE FOR HIS OWN ESTIMATE -FOR BIDDING AND SHALL BID A COMPLETE
JOB. .CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER OF ANY APPARENT
DISCREPANCIES .IN ESTIMATES
Af
BENCHMARK:
CITY OF FONTANA BENCHMARK NO. 378
CIRCUIT NO. 67-5. 30d NAIL IN P.P.
(NO SW COR. BEECH & FOOTHILL
ELEV. 1267.84 DATE 9/57
STREET IMPROVEMENT PLANS.
TRACT No . 13954 ,
I
�t
`UTILITY NOTIFICATIONS
WATER:
SAN GABRIEL VALLEY WATER COMPANY
11.142 GARVEY AVENUE
EL.MONTE. CA 91734
C2131 448-6183
SEWER:
CITY OF FONTANA
6353 SIERRA AVENUE
FONTANA, CA. 92335_
C714) 350-7640
POWER:
SOUTHERN.CALIFORNIA EDISON COMPANY
P.O. BOX 78fl
300 N. PEPPER STREET_
RIALTO, CA 92376 -
DAVE JONES -
C741) 620-5.19.1,
GAS:
SOUTHERN. LAL I FORN.I A. GAS. COMPANY_
16231 VALLEY.BLVD,
FONTANA... CA. 9233111
LOU WESTFALL
C7.14) . 889.-97.1.1-
SOUTHERN.-CALIFORNIA.
89-97.1.1_SOUTHERN.-CAL.IFORN.IA. GAS. COMPANY
TRANSM.I SS I ON. DI V.I S I ON.
219.1 E .. B.I RCH. STREET.
BREA .. CA. 92621-
C7.1 4)
2621_C7.14) . 529728,19 'I -
TELEPHONE:. TELEP HONE :.
CENERAL TELEPHONE.
9000 HELLMAN. AVENUE
RANCHO CUCAMONGA..CA 91730
(7.14) 945-3582
PACIFIC BELL
3939 E .. CORONADO_ STREET
ANAHEIM... CA 9280.
. C7.14) 9997•5639
CONSTRUCTION NOTES:
CONSTRUCT 4^1/2" A.C. OVER 12m COMPACTED
NATIVE SOIL.
�2 CONSTRUCT 3".A.C. OVER 12" COMPACTED NATIVE
SOIL.
CONSTRUCT 6" CURB AND GUTTER PER CITY OF
FONTANA STD. DETAIL 101.
Q CONSTRUCT 8". CURB AND GUTTER, PER CITY OF
FONTANA STD. DETAIL 101.
(�5 CONSTRUCT STD. CROSS GUTTER PER CITY OF
FONTANA STD. DETAIL 104.
Q CONSTRUCT RAMPED CURB RETURN PER.CITY OF
FONTANA STD. DETAIL t04A.
(2) CONSTRUCT 4" THICK CONCRETE SIDEWALK.
8 CONSTRUCT LOCAL DEPRESSION.. PER DETAIL.
rNsr#14 elr r e4e^f V) ter# o"ArXCAPMz_
AGE" s'T.L'EE"TL/sHr, l!/NEW AV We 9 04AW -4"
cV-VSreacr10 v •vorr' R AW ljWtEp �'yCer R'A� W COW AMriAMM&
a/.►.vriri�r)
I-
INDEX MAP
1�
/t/N&AZ AAV AYM&W
,0'0& v
3o)
UNIT
1
CONSTRUCT 4-%1/2' A. C. OVER 12" COMPACTED
2
3 4 5 6 7
�e
NATIVE SOIL.
'54
2
CONSTRUCT 3" A.C. OVER 12" COMPACTED NATIVE
120000
80. FT.
�
_ •yE4cT � 7•- _y
,�„��Ea
,WV&w
3
CONSTRUCT V CM AND GUTTER PER CITY OF
fE+�i�L fAF ,STJ?Fm
10
5
.,.. 4
I
660
A�411✓ N/d�f�lY
55 77 75 75 7
t
t
�i
5
CONSTRUCT STD. CROSS GUTTER PER CITY OR
ii
dGq
152
55 74 1
6
a
S44v eWP.u4XIVAvo AP'Zxl M
W
� I;
1g
FONTANA STD. DETAIL 104A.
61
�
�5
�► 73 �'
13
326001
S0. FT.
6
CONSTRUCT LOCAL DEPRESSION PER DETAIL.
2!
INDEX MAP
1�
/t/N&AZ AAV AYM&W
,0'0& v
3o)
UNIT
1
CONSTRUCT 4-%1/2' A. C. OVER 12" COMPACTED
24000
SQ . FT.
NATIVE SOIL.
Q
2
CONSTRUCT 3" A.C. OVER 12" COMPACTED NATIVE
120000
80. FT.
�►✓��r
S/ re
,�„��Ea
,WV&w
3
CONSTRUCT V CM AND GUTTER PER CITY OF
6550
LIN . FT .
FONTANA STD. DETAIL 101.
.,.. 4
CONSTRUCT 8" CURB AND GUTTER PER CITY OF
660
A�411✓ N/d�f�lY
�
t
t
�i
5
CONSTRUCT STD. CROSS GUTTER PER CITY OR
dGq
FONTANA STD. DETAIL 104.
6
a
S44v eWP.u4XIVAvo AP'Zxl M
12
FONTANA STD. DETAIL 104A.
7
CONSTRUCT 4" THICK CONCRETE SIDEWALK.
326001
S0. FT.
6
CONSTRUCT LOCAL DEPRESSION PER DETAIL.
2!
V/C/A//TY MAP
NYS.
A VaTH
/w iiO
as'
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38,
22'
!> _� 2 Y.
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TYPICAL S7,2EET SECT/ON
B11SELlAIE ROAD
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3 46's
•� 23' ¢` 23' AS• E,
/p' t'
0 0
TYPIC -4L secriai
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TYPICAL
Cot t E C r
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SECTION
CONSTRUCTION NOTES AND ESTIM^TED QUANTITIES
f
ITEM
QUANTITY
UNIT
1
CONSTRUCT 4-%1/2' A. C. OVER 12" COMPACTED
24000
SQ . FT.
NATIVE SOIL.
2
CONSTRUCT 3" A.C. OVER 12" COMPACTED NATIVE
120000
80. FT.
SOIL.
3
CONSTRUCT V CM AND GUTTER PER CITY OF
6550
LIN . FT .
FONTANA STD. DETAIL 101.
.,.. 4
CONSTRUCT 8" CURB AND GUTTER PER CITY OF
660
LIN . FT .
FONTANA STD. DETAIL•101.
5
CONSTRUCT STD. CROSS GUTTER PER CITY OR
dGq
FONTANA STD. DETAIL 104.
6
CONSTRUCT RAMPED CURB RETURN PER CITY OR
12
FONTANA STD. DETAIL 104A.
7
CONSTRUCT 4" THICK CONCRETE SIDEWALK.
326001
S0. FT.
6
CONSTRUCT LOCAL DEPRESSION PER DETAIL.
2!
EA.
9
SAWCUT AND REMOVE 1 FT. OF EXISTING PAVEMENT.
666
L/X!)
14
JOIN EX I ST I NB PAVEMENT !FEATHER TO MATCH] .
60001
80 . FT.
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