HomeMy WebLinkAbout1972-1I TEM NO.
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5.
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UTILITY NOTIFICATIONS
A
WATER: SAN GABRIEL VALLEY WATER COMPANY
11142 GARVEY AVENUE
EL MONTE, CA 91734
13) 448-6183
SEWER: CITY OF FONTANA
8353 SIERRA AV ENUE
FONTANA, CA 92335
(714) 350-6,61-38
No.
POWER: SOUTHERN CALIFORNIA EDISON COMPANY
P. 0. BOX 788
300 N. PEPPER STREET
RIALTO, CA 92376
Construct Curb and Butter per Std. 101
ATTN: DAVID JONES
DESCRIPTION
(714) 820-5191
QUANTITY
GAS: SOUTHERN CALIFORNIA GAS COMPANY
Construct P.C.C. sidewalk.
16231 VALLEY BLVD.
Const.
Const.
FONTANA,.CA.92335
L.F.
S.F.
MR, LOU WESTFALL
(714) 889-9711
102 width 16'.
SOUTHERN CALIFORNIA GAS COMPANY
Drive Approach
A.C. Pavement (0.33'
TRANSMISSION DIVISION
8 G
10
2191 E. BIRCH STREET
Construct 4." thick A.C. Pavement over 12"
BREAq'CA
Sawcut
.92621
(714) 529-2889�
L.F.
TELEPHONE: GENERAL TELEPHONE.
9000 HELLMAN AVENUE
RANCHO CUCAMONGA, CA 91730
(714) 945-3562
PACIFIC BELL
3939 E. CORONADO STREET
ANAHEIM, CA 92807
(714) 999-5639
I TEM NO.
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(� TO) 4�? - r-. ISO 149 00 (01 WWO Slol., A I, //) / - ,
7/5 716
'1 AM E;C;AL-E:
I It = 40'
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No. CO29664
0oo
71S
-F Ft a a -r I MF�F;tMVaMa"-r F=L-AMa
(3aMaFRAL_ M"-raa
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY
OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED
1975 AND ANY REVISIONS, THEREAFTER.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
PUBLIC WORKS DEPARTMENT PRIOR. TO THE START OF ANY WORK WITHIN THE
CITY LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE
OTHERWISE NOTE.
4. CURVE DATA REFERS TO, THE FACE OF THE CURB.
13005. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL
ADJOINING CURBS AND SIDEWALKS.
6. THE CITY PUBLIC WORKS INSPECTOR MAY REQUIRE . AT HIS/HER 'OWN
DISCRETION9 . THAT THE. CONTRACTOR SUBMIT A GEOTECHNICAL ENGINEERING
REPORT FOR STRUCTURAL STREET SECTIONS9 FOR THE VERIFICATION OF A,
PROPER PAVEMENT THICKNESS.
7. PAVING SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND
APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER
COMPLETION OF ROUGH GRADING.
a. CARE SHOULD BE TAKEN TO PREVENT GRADES9 DITCHES AND SWALES FROM
UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE9 THE
CITY ENGINEERING MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR
LEAVING IMPROVEMENTS.
9.. ALL UNDERQROUND WORK SHALL BE COMPLETED PRIOR TO PAVING Or THE
STREETS.
10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
11. ALL PIPES OR SUBSTRUCTURES OF ANY KIND ANY ALL TELEPHONE OR POWER
POLES, WATER METERSy ' VALVES, HYDRANTS�, IRRIGATION STRUCTURESv ET -C-.
SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WfTHIN AREAS TO BE
IMPROVED . AND INTERFERING WITH CONSTRUCTION,, SHAL/L BE RELOCATED BY
OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSI ILITY TO NOTIFY ALL
OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION ]�:GINS.
1300 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 611
BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED -TO
GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
13. ALL VALVE CANS AND COVERS' SHALL BE CONSTRUCTED 611 BELOW FINISHED
GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING
CONTRACTOR AFTER COMPLETION OF PAVING.
14. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD
DETAIL 1290
15. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES
AND OTHER' ' 'IMPROVEMENTS INCLUDING9. BUT NOT LIMITED TO, GASp
TELEPHONE9 ELECTRICAL, LIGHTING9 TELEVISION CABLE� LANDSCAPING9
LANDSCAPING IRRIGATIONv DOMESTIC WATERy RECLAIMED WATER9 SEWER9
STORM DRAINAGE9 FLOOD CONTROL SYSTEMS9 ETC.
16. RECORD DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR AND THE CITY OF
FONTANA.
17. TYPE9 LOCATION AN WIDTH OF DRIVEWAY APPROACH APRONS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE
CITY OF FONTANA STANDARD DETAILS.
18. CONTRACTOR IS I NSTRUCTED TO REFER TO- THESE PLANS AND THE
SPECIFICATIONS9 AND WHERE THERE IS OR MA� BE A CONFLICT SHALL
IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE -CONFLICT TO THE OWNER'S
REPRESENTATIVE.
19. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT.
20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE
BEEN PLACED9 INSPECTED AND APPROVED.
21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE.PRIOR TO WORK
AROUND THEIR FACILITIES.
22 . ALL BACKFILL TO BE CERT I FIED BY SOILS ENGINEER.
23. ALL MATERIALS AND -METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY
ENGINEER.
24. *ALL NEWS OR EXISTING VALVE CANS -AND MANHOLES SHALL BE ADJUSTED TO
GRADE DURING PAVING.
25. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY
THE CITY ENGINEER.
26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE.
27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PROPOSED IMPROVEMENTS� WORK SHALL STOP AND THE ENGINEER NOTIFIED
IMMEDIATELY.
28. IT SHALL BE THE RESPONSIBI I LITY OF THE CONTRACTOR TO NOTIFY THE
ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE
PAVING HAS BEEN- INSTALLED SO THAT THE ENGINEER MAY INSTALL THE
STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY
OF FONTANA..
F=0 A V e M E: N :E IM 0 _r
or PAVEM NT S CTIONS SHUWN A E MINIMUM AN �Uzj r_ 'I U N vi�IUN HN
APPROVAL OF THE CITY AS MAY BE REQUIRED BY SOILS TEST TAKEN AFTER
_70,1 COMPLETION OF ROUGH GRADING."'
to I >,, S, C/ V I
zx, AEFle-v. /2.9740
1, , A lox" in 11 q,-, ,./ __ Ot CA
ESTIMATE OF QUANTITIES
A
C;MNa-rFRUC=-r I MM M0_rE:a
No.
Itom
Construct Curb and Butter per Std. 101
(6" C.F.).
DESCRIPTION
UNIT
QUANTITY
Construct P.C.C. sidewalk.
Const.
Const.
Curb & Gutter (6" CF)
Sidewalk (4" thick)
L.F.
S.F.
60
171
Construct P.C.C. Drive Approach pr Std.
102 width 16'.
Const.
Const.
Drive Approach
A.C. Pavement (0.33'
S.F.
Tons
8 G
10
Construct 4." thick A.C. Pavement over 12"
thick of 95%
Sawcut
(A.C.)
L.F.
Al
native material
&9VArOOT C,"dw 1101 01pe 06 1
i
41;4vefl
iLb 'AwVVA_L-_T � W., 1000
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HORIZ: 1 40'
VERT: .1 4'
710
�Lfj MATE- 6 f (2 JAt �i TMI.65
ivwj ar 0 lI; ?, ?-.7 161 &rrm L'. Fit. 1110 1%
7/2
7/3
_j
C K%% �- r - �A I-
LON/ k15
f
"o
004�R4 M41WAI Af NOMA 40,f:�.
5i=_
eO 17 5 61de W,7
60 F^46M et-tT- (0 .1) b fe- t10 /j 4 men-/
curb
6onsl, Cur� ?SuHer �6utler
o4oaq omAwmef 6 f "e" r P e t- 0/, //y ryp,cA4 &EcrloN
(� TO) 4�? - r-. ISO 149 00 (01 WWO Slol., A I, //) / - ,
7/5 716
'1 AM E;C;AL-E:
I It = 40'
717
./yo -D CA, I_ C
N),
8143 Q 1 16 3 ?4- 3o'
SCIN. k
Ly \LP
Cutes Rc-ruxAl 'tit. (j)
A ?0' 00,00"
xz
Z
7= z 0. 00' T "�) 'r-
45 oe
k
1010
+ 0
00
A
1�b "oft -M
x
70 ea 0
t
-T.
Y rAf 5R Or
�b) - -77r 77r
0
re ,ryv741e 4 'A
Id Y --
T
_10 or
LL
G
37. 5' q(9 3 7. Zr /37- 5
Cues go rul&V
6
4 ?0 `0 0, 0, C,
SO
Zo - 00,
I I \�
41 70. oo'
4= _V/ -4Z'
*4 el
r%
FEII
<
0 R,4
at CIO
No. CO29664
0oo
71S
-F Ft a a -r I MF�F;tMVaMa"-r F=L-AMa
(3aMaFRAL_ M"-raa
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY
OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED
1975 AND ANY REVISIONS, THEREAFTER.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
PUBLIC WORKS DEPARTMENT PRIOR. TO THE START OF ANY WORK WITHIN THE
CITY LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE
OTHERWISE NOTE.
4. CURVE DATA REFERS TO, THE FACE OF THE CURB.
13005. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL
ADJOINING CURBS AND SIDEWALKS.
6. THE CITY PUBLIC WORKS INSPECTOR MAY REQUIRE . AT HIS/HER 'OWN
DISCRETION9 . THAT THE. CONTRACTOR SUBMIT A GEOTECHNICAL ENGINEERING
REPORT FOR STRUCTURAL STREET SECTIONS9 FOR THE VERIFICATION OF A,
PROPER PAVEMENT THICKNESS.
7. PAVING SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND
APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER
COMPLETION OF ROUGH GRADING.
a. CARE SHOULD BE TAKEN TO PREVENT GRADES9 DITCHES AND SWALES FROM
UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE9 THE
CITY ENGINEERING MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR
LEAVING IMPROVEMENTS.
9.. ALL UNDERQROUND WORK SHALL BE COMPLETED PRIOR TO PAVING Or THE
STREETS.
10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
11. ALL PIPES OR SUBSTRUCTURES OF ANY KIND ANY ALL TELEPHONE OR POWER
POLES, WATER METERSy ' VALVES, HYDRANTS�, IRRIGATION STRUCTURESv ET -C-.
SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WfTHIN AREAS TO BE
IMPROVED . AND INTERFERING WITH CONSTRUCTION,, SHAL/L BE RELOCATED BY
OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSI ILITY TO NOTIFY ALL
OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION ]�:GINS.
1300 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 611
BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED -TO
GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
13. ALL VALVE CANS AND COVERS' SHALL BE CONSTRUCTED 611 BELOW FINISHED
GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING
CONTRACTOR AFTER COMPLETION OF PAVING.
14. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD
DETAIL 1290
15. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES
AND OTHER' ' 'IMPROVEMENTS INCLUDING9. BUT NOT LIMITED TO, GASp
TELEPHONE9 ELECTRICAL, LIGHTING9 TELEVISION CABLE� LANDSCAPING9
LANDSCAPING IRRIGATIONv DOMESTIC WATERy RECLAIMED WATER9 SEWER9
STORM DRAINAGE9 FLOOD CONTROL SYSTEMS9 ETC.
16. RECORD DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR AND THE CITY OF
FONTANA.
17. TYPE9 LOCATION AN WIDTH OF DRIVEWAY APPROACH APRONS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE
CITY OF FONTANA STANDARD DETAILS.
18. CONTRACTOR IS I NSTRUCTED TO REFER TO- THESE PLANS AND THE
SPECIFICATIONS9 AND WHERE THERE IS OR MA� BE A CONFLICT SHALL
IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE -CONFLICT TO THE OWNER'S
REPRESENTATIVE.
19. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT.
20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE
BEEN PLACED9 INSPECTED AND APPROVED.
21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE.PRIOR TO WORK
AROUND THEIR FACILITIES.
22 . ALL BACKFILL TO BE CERT I FIED BY SOILS ENGINEER.
23. ALL MATERIALS AND -METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY
ENGINEER.
24. *ALL NEWS OR EXISTING VALVE CANS -AND MANHOLES SHALL BE ADJUSTED TO
GRADE DURING PAVING.
25. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY
THE CITY ENGINEER.
26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE.
27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PROPOSED IMPROVEMENTS� WORK SHALL STOP AND THE ENGINEER NOTIFIED
IMMEDIATELY.
28. IT SHALL BE THE RESPONSIBI I LITY OF THE CONTRACTOR TO NOTIFY THE
ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE
PAVING HAS BEEN- INSTALLED SO THAT THE ENGINEER MAY INSTALL THE
STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY
OF FONTANA..
F=0 A V e M E: N :E IM 0 _r
or PAVEM NT S CTIONS SHUWN A E MINIMUM AN �Uzj r_ 'I U N vi�IUN HN
APPROVAL OF THE CITY AS MAY BE REQUIRED BY SOILS TEST TAKEN AFTER
_70,1 COMPLETION OF ROUGH GRADING."'
to I >,, S, C/ V I
zx, AEFle-v. /2.9740
1, , A lox" in 11 q,-, ,./ __ Ot CA
&PLANS PREPARED BY.
MADAMAQA - SANCHE7., ASSOCIATES
CIVIL ENGINEERS AND LAND SURVEYORS
404 S., 4rd STREET
ALHAMBRA,. CA 91801 PABLO BELTRAN SANCHEZ, RCE 29664 DA TE
(626) 284-0432 MY LICENSE EXPIRES 3 -JI -03
'Oel
G E .4. e
PLANS Byt
GO
i. ont Es cs C:) C; I A -r a a
U_j C I . I L ENG I NEERS * LAND SURVEYORS
No. 24838 Drawn by:
902 Welt 9th Street * Upland, CA.91786 op"_Ot 0 -Jill.- \11sle -10 ofwallrA
(714) 981-5602 Traced by:
OL6^49EF, A0
010.
OF CA 7( /0.-/o - 3V MARK 10,4a //V/7/& 1 Checked
Terrance A. Lane, RCE# 24838 Date
My lice"nse expires 12-31-93
"'ITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
Scale:
%VP I F"14FE E3-T-FRFEEEE-117
BETWEEN OLEANDER AND*DATE Date:
STR� 715+00 TO 716+10
ly: Dr. No..
Approved:
q
��t,4rE)?Jk4 CITY ENGI�Zr' R.E._Z6131
�10 -13
ESTIMATE OF QUANTITIES
A
C;MNa-rFRUC=-r I MM M0_rE:a
No.
Itom
Construct Curb and Butter per Std. 101
(6" C.F.).
DESCRIPTION
UNIT
QUANTITY
Construct P.C.C. sidewalk.
Const.
Const.
Curb & Gutter (6" CF)
Sidewalk (4" thick)
L.F.
S.F.
60
171
Construct P.C.C. Drive Approach pr Std.
102 width 16'.
Const.
Const.
Drive Approach
A.C. Pavement (0.33'
S.F.
Tons
8 G
10
Construct 4." thick A.C. Pavement over 12"
thick of 95%
Sawcut
(A.C.)
L.F.
75
native material
&9VArOOT C,"dw 1101 01pe 06 1
i
41;4vefl
iLb 'AwVVA_L-_T � W., 1000
&PLANS PREPARED BY.
MADAMAQA - SANCHE7., ASSOCIATES
CIVIL ENGINEERS AND LAND SURVEYORS
404 S., 4rd STREET
ALHAMBRA,. CA 91801 PABLO BELTRAN SANCHEZ, RCE 29664 DA TE
(626) 284-0432 MY LICENSE EXPIRES 3 -JI -03
'Oel
G E .4. e
PLANS Byt
GO
i. ont Es cs C:) C; I A -r a a
U_j C I . I L ENG I NEERS * LAND SURVEYORS
No. 24838 Drawn by:
902 Welt 9th Street * Upland, CA.91786 op"_Ot 0 -Jill.- \11sle -10 ofwallrA
(714) 981-5602 Traced by:
OL6^49EF, A0
010.
OF CA 7( /0.-/o - 3V MARK 10,4a //V/7/& 1 Checked
Terrance A. Lane, RCE# 24838 Date
My lice"nse expires 12-31-93
"'ITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
Scale:
%VP I F"14FE E3-T-FRFEEEE-117
BETWEEN OLEANDER AND*DATE Date:
STR� 715+00 TO 716+10
ly: Dr. No..
Approved:
q
��t,4rE)?Jk4 CITY ENGI�Zr' R.E._Z6131
�10 -13