HomeMy WebLinkAbout2504-1.tifR/W
c n'
R/W
INTERIOR STREET
ANDREA, BEARTREE, BLUFFVIEW, FOXWORTH,
FREEHARBOR, GARDEN OAKS, IRONRIDGE, PLUMROSE STREETS
TYPICAL SECTION
NOT TO SCALE
R/W
R/W
WEST
R/W
INTERIOR STREET
BEARTREE, CLIPTON, FREEHARBOR STREETS
TYPICAL SECTION
NOT TO SCALE
�Iram
BEECH AVENUE
TYPICAL SECTION
NOT TO SCALE
FUTURE EAST
R/W
0. 5'
EXISTING
60' R/W
NORTH FUTURE SOUTH
R/W 128' R/W
66' 64' 1
12' S4' 52' 12'
12' 30' 12FUTURE IMPROVEMENTS
0. 5' S' 6. 5' 10 13' FEATHER FROM STA.
VARIES
i 2AR. 259 E 121+87.00 TO STA. 126+22.00
1
3% MAX. VARIES 5'
MAX S'
1. 89% M I N. (1. 34%
1 �4 1
12 MIN.
FL
6 13'+ 13'j ` J
3 2 10 II
EXISTING 12
PAVEMENT
FROM STA. 118+85.00
TO STA. 121+87.00
BASELINE AVENUE
TYPICAL SECTION
NOT TO SCALE
EXISTING
FUTURE WEST R/W 30' EAST
/
R W
82' R/W
1 41' 41'
19' 22' 22' 19'
10' 12' M I N 14' 8' 4' 2
FUTURE ml8' !MIN 2'
IMPROVEMENTS
LEVEL
LINE- I I I I I I
7 1.71% 0.06'-
1. 71% - -
f 'T
HEMLOCK AVENUE
STA. 10+87.26 TO STA. 14+06.54
TYPICAL SECTION
BENCH MARK:
CITY OF FONTANA BENCHMARK
NO. 378, CIRCUIT NO. 67-5,
30D NAIL IN POWER POLE (NO
NUMBER), SOUTHWEST CORNER OF
BEECH & FOOTHILL BLVD., DATE
SEPTEMBER 1967.
ELEVATION 1267.84 a
NOT TO SCALE
EXISTING
R/W
RW
FUTURE !m
r� C � 06
0
� V � o 1-0, 0
� 290 Wil%
S r- 7 7 '1 r- -1 '1 D 19 "W- _V1.11 _q -TI I -qp- F -11 D -9 -qp-
JL .& .& lL...L.V...lLlL R 0 V -LhV.[ ..LLN 11 L J& A...LLN S
30'EAST
`i
R/W
HEMLOCK AVENUE
STA. 14+06. 54 TO STA. 26+50. 16
TYPICAL SECTION
NOT TO SCALE
CONSTRUCTION NOTES
1 - CONSTRUCT 4" A.C. OVER '12" OF 959 COMPACTED NATIVE SOIL. ( SEE GEN. NOTES N0. 6 & 7 )
22 CONSTRUCT 5 112" A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. ( SEE GEN. NOTES N0. 6 & 7 }
3� - CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 101,
44 CONSTRUCT CROSS GUTTER PER CITY FOF FONTANA STD. NO. 105.
CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 104A.
CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. NO. 105A.
77 -- CONSTRUCT P. C. C. DRIVEWAY APPROACH PER CITY OF FONTANA STD. N0. 102 (W=16') .
88 CONSTRUCT BARRICADE PER CITY OF FONTANA STD. NO. 118.
REMOVE EXISTING PAVEMENT.
10 C0NSTRUCT4.1 ' M IN. A. C. OVERLAY. C SEE GRAL. N0re.5 G c-7)
11 CONSTRUCT 6-1/2" A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL.( SEE GEN. NOTES N0.6 & 7 }
12 SAWCUT EDGE OF PAVEMENT WHERE NEW PAVEMENT JOINS TO A SMOOTH STRAIGHT LINE.
CONSTRUCT MATCH -UP PAVING AS SHOWN ON PLAN ANS OVERLAY PAVING AS DIRECTED IN
THE FIELD TO PRODUCE A SMOOTH SECTION,
13 CONSTRUCT 8" A.C. DIKE AS SHOWN ON DETAIL SHEET 1.
14 INSTALL REFLECTIVE MARKERS PER CALTRANS STD. A-73 TYPE L-1 @ 10' O.C.
15 CONSTRUCT 4-1/2" A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL.( SEE GEN. NOTES NO. 6 & 7 )
16 INSTALL 5800 LUMEN (H. P. S. V. ) ORNAMENTAL POLE STREET LIGHTS.
17 INSTALL 9500 LUMEN (H. P. S. V. ) ORNAMENTAL POLE STREET LIGHTS.
18
INSTALL 22000 LUMEN (H. P. S. V.) ORNAMENTAL POLE STREET LIGHTS.
19 INSTALL STOP SIGN (R-1).
20 PAINT 12" WIDE WHITE STOP BAR.
21 PAINT "STOP" LEGEND.
22 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105, MODIFIED WIDTH = 10',
WITH #4 BAR REINFORCING 12" O.C. BOTH DIRECTIONS IN CROSS GUTTER ONLY.
23 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD, NO. 105, MODIFIED WIDTH = 8',
WITH #4 BAR REINFORCING 12" O.C. BOTH DIRECTIONS IN CROSS GUTTER ONLY.
24 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 106, MODIFIED WIDTH = 8',
WITH #4 BAR REINFORCING 12" O.C. BOTH DIRECTIONS IN CROSS GUTTER ONLY.
25 REMOVE EXISTING A.C. DIKE.
UTILITY NOTIFICATIONS
QUANTITIES
197, 807
S. F.
16, 490
S. F.
12, 547
L. F.
2, 510
S. F.
23
EA.
84, 506
S. F.
17, 556
S. F.
140
L. F,
30, 350
S. F.
18, 074
S. F.
17. 320
S. F.
1, 100
L. F,
455 L. F.
10 EA.
49, 500 S. F.
19 EA.
10 EA.
3 EA.
3 EA.
56 L. F.
66 S. F.
600 S. F.
2, 042 S. F.
360 S. F.
270 L. F.
CITY OF FONTANA
SOUTHERN CALIFORNIA EDISON COMPANY
COMCAST ( CABLE TV )
ATTN: CARLOS NAVARRO
300 N. PEPPER STREET
ATTN: JACK HAYES
8383 SIERRA AVENUE
RIALTO, CA. 92376
1205 DUPONT AVENUE
FONTANA, CA. 92335
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(900) 820-5598 -- UNDERGROUND
ONTARIO, CA 91761
( 909) 350-6632
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( 900) 875-5100 -- TRANSMISSION
( 909) 390-4738
(213) 637-1233 -- PIPELINES
VICINITY
SOUTHERN CALIFORNIA GAS
COMPANY
(900) 357-6223 -- DISTRIBUTION
GENERAL TELEPHONE CO.
ATTN: DENNIS FREEMAN
(800) 422-4133
ATTN: STEVE HOCK
1981 W. LUGONIA AVENUE
1400 E. PHILLIPS BLVD.
REDLANDS, CA. 92374
PACIFIC BELL CO.
ONTARIO, CA. 91766
( 909) 335-7547
ATTN: VIRGINIA BECKER
( 800) 422-4133
EMERGENCIES: (800) 427-2200
3939 E. CORONADO STREET
ANAHEIM, CA. 92807
FONTANA WATER COMPANY
CRAWFORD CANYON MUTUAL
WATER CO.
(714) 666-5467
ATTN: MICHAEL J. MCGRAW
ATTN: BILL VANDERKIEFT,
JR.
8440 NUEVO AVENUE
(619) 868-6040
UNDERGROUND SERVICE ALERT
FONTANA, CA. 92235
( 800) 422-4133
( 909) 822-2201
FAX: ( 909) 823-5046
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CIVIL ENGINEERING CONSULTANTS
ENGINEERING - PLANNING - SURVEY/NC - CIVILCADD SOFTWARE SUPPORT
680 S. WATERMAN AVE., SAN BERNARDINO; CA. 92408 - (909) 885-3800
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VICINITY
MAP
N. T. S.
REVISIONS Engineer City DESI LLYBY
No. Approvol Dote: Approvol Dote:
u, DRAWN BY
E
NJ
CHECKED BY
BRH
SCALE
JOB No.
965023
DATE
JUNE 97
An
U!_14G
L NNY dU b 3216
DATE
QRfl�ESSJO,��� F
LONNY L. r
YOUNG
w
a No. C-043216
Exp. 3/31/00
CIVIL
1
CAL 1�°�� P
GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA
PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975 INCLUDING LATEST
REVISIONS, AND STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, 1994
EDITION.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING
DIVISION PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS.
3. STATIONING REFERS TO THE CENTERLINE OF STREET EXCEPT WHERE OTHERWISE NOTED.
4. CURVE DATA REFERS TO THE FACE OF CURB.
5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL
ADJOINING CURBS AND SIDEWLKS.
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 SPPROVAL 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 ENGINEER 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 RESPONSIBILTY 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 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 UTILITY AND OTHER
IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE,
ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION,
DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL, ETC.
16. "AS BUILT" PLANS SHALL BE PROVIDED TO THE ENGINEER OF RECORD BY THE CONTRACTOR.
THE ENGINEER OF RECORD SHALL PROVIDE "RECORD DRAWINGS" TO THE CITY PRIOR TO
CITY ACCEPTANCE OF THE STREETS.
17. TYPE, LOCTION AND WIDTH OF DRIVEWAY APPROACH WILL BE DETERMINED AT THE TIME
OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS.
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%. SEE
CITY OF FONTANA STD. NO. 131.
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 THE BASE COURDE 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.
30. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS
NOTED ON THE PLAN OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION
TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED
CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS WHICH WILL BE
DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. CONTRACTOR
SHALL NOTIFY THE REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR ONE WEEK
PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER
REPLACEMENT OF SAID MONUMENTS BY SAID REGISTERED CIVIL ENGINEER OR LICENSED
LAND SURVEYOR.
1
CITY OF FONTANA, CALIFORNIA
STREET PLAN -TRACT 14293 SCALE:
TITLE SHEET DATE:
APPROVED: `�j/�-L�/ ���Q� �o%� �y� DRWG. NO, DUNE 1997
�� CITY ENGINEER RCE 25126 DATE 2504 SH. 1 OF 13