HomeMy WebLinkAbout2049-1�/w
.40 52'
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IMPROVEMENTS
EXIST 2.41'/° MA,X. DfEE VAR IE5
1.45% M&X. 5.32% NIt�K.
' Io Cv
CITRUS AVENUE
LINE
TYPICAL SECTION
NOT TO SCALE
INTERIM SECTION
T. I.= 9.5
12' 20 20' 12'
� FUTURE IMt�ov>=,'�IEttf�
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EXIST. EXIST.
FX157' P•L. Eo r-XIST F•I_•
OLEANDER AVENUE
TYPICAL SECTION
NOT TO SCALE
T•I•=G.5
SEVILLE AVENUE
TYPICAL SECTION.
NOT TO SCALE
T• I = 5.5
CALL UNDER AROUND
SERVICE ALERT
48 HOURS BEFORE YOU DIG
1-800-422-4133
PRIVATE ENGINEER'S NOTE TO CONTRACTORS:
CONSTRUCTION NOTES
QUANTITY
1
CONSTRUCT (3" MIN) A. C. OVER (4"MIN) CLASS 2 AGGREGATE BASE. CSEE GENERAL
465676
S.F.
NUMBER
NOTE NO. 63
RADIUS
LENGTH
0-
CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 101.
2.772
L.F.
0 -
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 101.
336
L,F.
G)_
CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105.
1.922
S.F.
@)_.CONSTRUCT
HANDICAP RAMP PER CITY OF FONTANA STD. NO. 104A.
4
EA.
(D-_
CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. NO. 105A.
13.883
S.F.
(D--
CONSTRUCT P.C.C. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 102
42
EA.
117.89'
CW I DTH = 16'3 .
C 5
80-
CONSTRUCT 1" MIN A.C. OVERLAY.
11.060
S.F.
O9 -
SAWCUT EDGE OF PAVEMENT WHERE NEW PAVEMENT JOINS TO A SMOOTH STRAGHT
210
L.F.
I
LINE. CONSTRUCT MATCH -UP PAVING AS SHOWN ON PLAN AND OVERLAY PAVING
45.35'
22.811
AS DIRECTED IN THE FIELD TO PRODUCE A SMOOTH SECTION.
15.17'
07"
10
REMOVE EXISTING CURB AND GUTTER AND PAVEMENT.
210
L.F.
11
CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. NO. 121 CW = 28' AND
1
EA.
29.90'
V = 6')
C 9
12
INSTALL 35" R.C.P. D -LOAD = 1500
6
L.F.
13
INSTALL 5.800 LUMEN CH.P.S.U.) ORNAMENTAL POLE STREET LIGHT.
5
EA.
14
INSTALL 22.000 LUMEN CH.P.S.U.) ORNAMENTAL POLE STREET LIGHT.
1
EA.
15
RELOCATE EXISTING ITEMS A5 SHOWN ON FLANS,. - POWERPOLE
1
EA.
2824.93'
- TREE5 (CITY TREE FERMIT
REQUIRED) I
EA.
16
INSTALL CLASS 1 DELI NEATOR PER CALTRANS STD. A74 -A TYPE "G" @ 10"O•G-
ID
EA.
17
REMOVE EX15TI NG ITFMS A6 5HONN ON PLANS. - PoWERPOLE
I
EA.
4005'31"
-CATCH 13ASI N
I
FA .
11.43'
- TREES CC11YT`Rff�REMOVAL PERM ITR150UIREQ) 3
EA.
17"46'31"
- DRIVEWAY
I
FA•
IS
ADJUST SEWER MANHOLE TO C-IRADE PER CrTY OF FONTAWA STD. No. IOC.
2
1=A •
I�
PAINT 8' WHITE CHANNELIZ.IN61 EDCgESTRIPE_ PER CALTRANS 5TD. A20 -C PFTP-4L 35At.
ODI
L•F-
200-�--
CQN5TRUCI' CURES INLET STRUCTUREt PER C rrr OF FON'TANA STD. No.IZI.
I
fEA.
21
IN5TAL-L_ 15" DIA. D 1500.
55
L•F
Q2
CONSTRUCT JUNCTION STRUCTURE. PER CITY OF FONTANA 5TD. No. 125.
I
P -IN.
23
REMOVE EXISTI Ncq HFADV\/ALL .
I
EA .
0-STREETTREE5
TO DE SAVED IN PLACE, CONSUL`(- WITH AR1501215T PRIOR T -O
-4
5A.
8.82'
C'U RE3 CONSTRUCTION.
19
0.
25
APJLJsT r-_X15TINCq WATER VALVE TU GRADE.
I
EA.
C
CONSTRUCT S 1 DEWALK PRA I N FEF FONTANA STD D1N(�,124 -,A. (REGTANC-�U LAR I1) Pf- *3)
I
F= -A.
CURVE DATA:
CURVE
f=-41 LL
ARC
TANGENT
NUMBER
DELTA
RADIUS
LENGTH
LENGTH
C 1
17046'31"
Q
350.00'
108.58'
54.73'
C 2
400531"
350.00'
25.00'
12.50'
C 3
15.17'
07"
200.00'
53.36'
26.84'
C 4
17.
46'31 "
380.00'
117.89'
59.42'
C 5
4.
05' 31 "
380.00'
27.14'
13.58'
C 6
15017'07"
I
170.00'
45.35'
22.811
C 7
15.17'
07"
230.00'
51.361
30.86'
C 8
0009'00"
11419.19-
29.90'
14.95'
C 9
00181,001,
5689.65'
29.79'
14.90'
C
10
0027'00"
3779.83'
29.69'
14.84'
C
11
13°38'48"
2824.93'
672.84'
338.02'
C
12
14044'12t'
2824.93'
726.58'
365.31'
C
13
4005'31"
320.00'
22.85'
11.43'
C
14
17"46'31"
320.00'
99.28'
50.04'
C
15
6.
26' 24"
230.00'
25.85'
12.94'
C
16
9020'37"
170.00'
27.72'
13.89'
C
17
8.
50' 43"
230.00'
35.51'
17.79'
C
18
50
56' 30"
170.00'
17.63'
8.82'
C
19
0.
03' 12"
1 1 419.19'
10.63'
5.31'
C
20
0.
05' 48"
1 1 419.19'
19.31'
9.63'
C
21
0.09'
56"
3779.83'
10.92'
5.46'
C
22
0.
17'04"
3779.83'
18.78'
9.38'
C
23
0.50'
12"
2824.93'
41.25'
20.63'
C
24
1.
13' 05"
2824.93'
60.06'
30.03'
C
25
1013,101,
2824.93'
60.12'
30.06'
C
26
1.13'
17"
2824.93'
60.22'
30.1 1 '
C
27
1013'25't
2824.93'
60.33'
30.17'
C
28
1.13'
37"
2824.93'
60.49'
30.25'
C
29
1013'50"
2824.93'
60.67'
30.34'
C
30
1.
16' 07"
2824.93'
62.55'
31.28'
C
31
4.
08' 25"
380.00'
27.46'
13.74'
C
32
1.21
' 17"
2824.93'
66.79'
33.40'
C
33
10031"26"
380.00'
69.80'
35.00'
C
34
102427't
2824.93'
69.40'
34.70'
C
35
3.06'
40"
380.00'
20.63'
10.32'
C
36
1.26'
21 "
2824.93'
70.96'
35.48'
C
37
11045'04"t
320.00'
65.63'
32.93'
C
38
6001'27"
320.00'
33.65'
16.84'
C
39
6.
21'28"
230.00'
25.52'
12.77'
C
40
8031'49"
170.00'
25.31'
12.68'
C
41
805539"
230.00'
35.84'
17.95'
C
42
6045'18"
170.00'
20.04'
10.03'
C
43
0.
09'00"
11459.19'
30.00'
15.00'
C
44
0018,001,
5729.65'
30.00'
15.00'
C
45
0027'00"
3819.83'
30.00'
15.00'
C
46
14.31'11"
2864.93'
726.02'
364.97'
C
47
1005'24"'
2824.93'
53.74'
26.87'
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.
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 NOTED.
4. CURVE 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. ACTUAL THICKNESS OF BASE MATERIAL AND/OR A.C. PAVEMENT TO BE DETERMINED. BY SOIL
TEST AND RECOMMENDED BY THE SOILS ENGINEER "R VALUES" AND EQUIVALENTS AND
STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY OF FONTANA FOR
APPROVAL UPON COMPLETION OF ROUGH GRADING.
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.
8. CARE SHOULD 'BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING
STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE. THE CITY ENGINEERING MAY
REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS.
9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF 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 AND ALL TELEPHONE OR POWER POLES, WATER
METERS. VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS
PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION.
SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY ALL OF. THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS.
12. 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.
13. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" 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 129.,
15. THE CONTRACTOR(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.
15. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA.
17. 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. 5EE C0t`IST2U=l0 Q QCD-ice 7.
18. 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.
19. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT.
20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR
FACILITIES.
22. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER.
23. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
24. BACKFILL MATERIALS TO HAVE A S.E. OF 30 (MIN.) AND MIN. COMPACTION OF 90%. .
25. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO GRADE AFTER
COMPLETION OF PAVING.
26. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY
ENGINEER.
27. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE.
28. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED `
IMPROVEMENTS. WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY.
29. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER
3EEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO
Y INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE
f OF FONTANA.
LEN °
- -- COWSTRUCT A -C• PAVEM ENT PER 0OI4STRUCT ION NOTA. No. I .
CONSTRUCT I" A• G- PPV EM E NT OV �R LAY PER coN�T`RlJ CTI ON NOTE No. .
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS.. OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A
SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES. CONDUITS, OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
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 CITY, THE
OWNERS, 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.
BENCHMARK NO. 395
PK NAIL IN P.P. #1170851E NW COR.
ARROW HIGHWAY AND OLEANDER AVENUE.
ELEVATION: 1260.84 DATE: 9/67
BENCHMARK NO. 399
PK NAIL IN P.P. #1170859E NE COR.
ARROW HIGHWAY AND CITRUS AVENUE.
ELEVATION: 1254.82 DATE: 9/67
INDEX AND FLOW MAP
REVISIONS:
DESCRIPTION ENG. DATE APPROVED DATE �E9 CIVIL ����►
'� ,•� " rH ,� •.+ f iii,
s
3382:
vw. GaW94
#;
`+off' Cl:l.l �.`.7•
DATE: /eq
I
Sierra Engineering
CIVIL ENGINEERS - LAND SURVEYORS - LAND PLANNERS
vice N ITY MAP
NOT TO SCALE„AS-�U1�T"
CITY OF FONTANA. CALIFORNIA
PUBLIC WORKS DEPARTMENT
C714) 799-8080 DRAWN BY STREET IMPROVEMENT PLANS SCALE 191=40'
25864 BUSINESSREDLAND� CENTER CA DRIVE,
SUITE 'F' M.
TRACT N 0 . 14747
DESIGNED BY DATE
�. TITLE TLE PAGE
- = «�f
CHECKED 3Y
/ i siert R #
_ K APPROVED
R. C. E. 33820 EXP. 6/30/94 S eta CITY EM;IMEEIZ . R.C.E. 2z C�I coz ' �' 4
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AI21�OV�1
HWY
vice N ITY MAP
NOT TO SCALE„AS-�U1�T"
CITY OF FONTANA. CALIFORNIA
PUBLIC WORKS DEPARTMENT
C714) 799-8080 DRAWN BY STREET IMPROVEMENT PLANS SCALE 191=40'
25864 BUSINESSREDLAND� CENTER CA DRIVE,
SUITE 'F' M.
TRACT N 0 . 14747
DESIGNED BY DATE
�. TITLE TLE PAGE
- = «�f
CHECKED 3Y
/ i siert R #
_ K APPROVED
R. C. E. 33820 EXP. 6/30/94 S eta CITY EM;IMEEIZ . R.C.E. 2z C�I coz ' �' 4
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