HomeMy WebLinkAbout3063-1-1=1 I �- -.• �I ISI �� Imo- •
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ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE
CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS
AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE
NOTED.
WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO
PRECEDENCE PROVISIONS IN THE "GREEN BOOK ; THE CONTRACTOR
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER
FOR RESOLUTION.
ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE
CITY ENGINEER.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO
THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED
AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK
IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL
POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION
OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH
FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5)
FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS
OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA.
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN
THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-
OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM
AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE
LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO
EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL
UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS,
TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING,
LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO
WORK AROUND THEIR FACILITIES.
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN
VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL
COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION
AND WATER REQUIREMENTS.
CURVE DATA REFERS TO THE FACE OF CURB.
STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT
WHERE OTHERWISE NOTED.
ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK
TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION
CONTROL STAKING DURING CONSTRUCTION.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO
THE CITY ENGINEER.
REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF
THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO
THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER
REPLACEMENT OF THE MONUMENT.
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS
AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL
BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR
RESIDENTS AND EMERGENCY VEHICLES.
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT
ALL TIMES.
ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED
WIND VELOCITIES EXCEED 25 MILES PER HOUR.
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD,
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY
ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT
PRIOR WRITTEN APPROVAL.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY INSPECTOR.
A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION.
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALE REQUIRE
RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED
DENSITY IS OBTAINED.
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 NON-ERODEABLE
SWALES ENTERING OR LEAVING IMPROVEMENTS.
THE FINAL LOCATION AND WIDTH OF DRIVEWAY- APPROACH APRONS
SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL
CONFORM TO THE CITY OF FONTANA STANDARD PLANS.
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
COLOR AND FINISH TO MATCH EXISTING CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF
THE CURB AT THE LOCATION OF THE SEWER LATERAL.
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND
APPROVED PRIOR TO PAVING OF STREETS.
30. APPROVED .SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
PAVEMENT PRIOR TO PLACEMENT.
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT
TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED
BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL
FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A
GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA, BY
CONTRACTOR, FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES
SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR
UPON COMPLETION OF PAVING.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE
ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC
CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING,
SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION
TO THE SATISFACTION OF THE CITY ENGINEER..
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS
TO THE CITY ENGINEER.
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF
FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN
BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE
LATEST EDITION UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE
PROVISIONS IN THE "GREEN BOOK" THE CONTRACTOR SHALL IMMEDIATELY
REPORT SAID CONFLICT THE CITY ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE
CITY ENGINEER.
4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT
SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS.
5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION
PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL
BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF
ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL
(909) 350-7610.
6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES,
METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA
MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS
OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL
TIMES.
8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION
OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM
THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5)
FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS
OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA.
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN
THE POTENTIAL FOR GROUND MOVEMENT EXISTS.
10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC
RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT
PURPOSE.
11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM
AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND
THE ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER
PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL
CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO
WORKING DAYS BEFORE EXCAVATION.
12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY
COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC,
CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER,
RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS.
ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE
PRIOR TO WORK AROUND THEIR FACILITIES.
13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR
WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION.
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY
FOR VALVE OPERATION AND WATER REQUIREMENTS.
14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT
WHERE OTHERWISE NOTED.
CITY OF FONTANA
STREET IMPROVEMENT PLANS
177:1
BASELINE AVENUE
FROM 650' WEST OF SAN SEVAINE ROAD
TO CITRUS AVENUE
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO
THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING
DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE
CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS
CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY
THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO
MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE
MONUMENT.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS
AND BUSINESSES AT ALL TIMES, A MINIMUM 12 FOOT LANE SHALL BE
MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS
AND EMERGENCY VEHICLES.
19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD,
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY
ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR
WRITTEN APPROVAL.
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY INSPECTOR.
22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION.
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING
OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS
OBTAINED.
23. 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 NON-ERODEABLE
SWALES ENTERING OR LEAVING IMPROVEMENTS.
24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
COLOR AND FINISH TO MATCH EXISTING CONCRETE.
25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY
WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING
FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIP'j4S. CITY
APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
AND ALL AFFECTED AGENCIES IMMEDIATELY.
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND
APPROVED PRIOR TO PAVING OF STREETS.
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
1L11'11 -V I/AD
36ALL. 1 = I UUU
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
PAVEMENT PRIOR TO PLACEMENT.
31. ALL MANHOLES, CLEAN OUT FRAMES, COVERS AND VALVE BOXES SHALL
BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON
COMPLETION OF PAVING.
32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE
ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL
DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO
THE CITY ENGINEER.
■';a I►��..
LEWD
INDICATES PROPOSED A.C. PAVEMENT
....................................
INDICATES REMOVE EXISTING A.C. PAVEMENT
INDICATES GRIND EXISTING A.C. PAVEMENT
- - INDICATES CENTERLINE
- - - - INDICATES RIGHT-OF-WAY UNE
- - - -INDICATES EXISTING IMPROVEMENTS
-(��1-- INDICATES EXISTING CONTOUR LINE
a-❑ INDICATES STREET LIGHT
0-2 INDICATES STREET LIGHT ON TRAFFIC SIGNAL
INDICATES PVC
RECORD DOCUMENT
These Record Documents have been prepared
based on information provided by others. The
Design (Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
which may be incorporated herein as a result
I O( -Of
TITLE PAGE
SBC, INC. (TELEPHONE)
SHEET 1
TYPICAL SECTIONS
8353 SIERRA AVENUE
SHEET 2
PLAN & PROFILE FROM
650'± W'LY OF SAN SEVAINE RD. TO 100'± E'LY OF SAN SEVAINE RD.
SHEET 3
PLAN & PROFILE FROM
100'± E'LY OF SAN SEVAINE RD. TO 450'± W'LY OF HEMLOCK AVE.
SHEET 4
PLAN & PROFILE 450'±
W'LY OF HEMLOCK AVE. TO 350'± E'LY OF HEMLOCK AVE.
SHEET 5
PLAN & PROFILE 350'±
E'LY OF HEMLOCK AVE. TO 150'± W'LY OF BEECH AVE.
SHEET 6
PLAN & PROFILE 150'±
W'LY OF BEECH AVE. TO 100'± E'LY OF SULTANA AVE.
SHEET 7
PLAN & PROFILE 100'±
E'LY OF SULTANA AVE. TO 150'± E'LY OF ORLANDO DR.
SHEET 8
PLAN & PROFILE FROM
150'± E'LY OF ORLANDO DR. TO 350'± E'LY ' OF LIME AVE.
SHEET 9
PLAN & PROFILE 350'±
E'LY OF LIME AVE. TO 140'± W'LY OF ALMERIA AVE.
SHEET 10
PLAN & PROFILE FROM
140'± W'LY OF ALMERIA AVE. TO 650'± OF ALMERIA AVE.
SHEET 11
PLAN & PROFILE FROM
650'± E'LY OF ALMERIA AVE. TO 100'± E'LY OF TOKAY AVE.
SHEET 12
PLAN & PROFILE FROM
100'± E'LY OF TOKAY AVE. TO 500'± E'LY OF CITRUS AVE. (INTERIM)
SHEET 13
PLAN & PROFILE STA. 180+00
- 185+50 (ULTIMATE)
SHEET 14
INTERSECTION DETAILS -PLAN (HEMLOCK, BEECH, SULTANA
SHEET 15
INTERSECTION DETAILS -
PLAN (ORLANDO, LIME, ALMERIA
SHEET 16
INTERSECTION DETAILS -
PLAN (TOKAY, CITRUS)
SHEET 17
LATERAL PROFILES
16
SHEET 18
DETAIL SHEET
17
SHEET 19
DETAIL SHEET
18
SHEET 20
BEECH AVENUE/BASELINE AVENUE INTERSECTION DESIGN
SHEET 21
CITY OF FONTANA
SBC, INC. (TELEPHONE)
ATTN.: CARLOS NAVARRO
ATTN: JANE BLASINGHAM
8353 SIERRA AVENUE
3939 E. CORONADO STREET
FONTANA, CA. 92335
ANAHEIM, CA. 92807
(909) 350-6632
(714) 666-5500
SO. CALIF. GAS COMPANY
UNDERGROUND SERVICE ALERT
1981 W. LUGONIA AVENUE
(800) 227-2600
REDLANDS, CA. 92374
4
(909) 335-7530.
COMCAST ( CABLE TV )
EMERGENCIES: (800) 427-2200
ATTN.: LOUIS MCDONALD
2,511 LF
1205 DUPONT AVE.
EXISTING A.C. PAVEMENT (MINIMUM 0.1' THICKNESS)
ONTARIO, CA. 91761
SO. CALIF. EDISON COMPANY
(909) 390-4738
300 N. PEPPER AVENUE
8
RIALTO, CA. 92376
VERIZON
909) 357-6551 - UNDERGROUND
1400 E. PHILIPS BLVD.
909) 820-5588 - TRANSMISSION
ONTARIO, CA. 91766
(909) 357-6585 - DISTRIBUTION
1-800-483-4000
BEARINGS SHOWN ON THESE PLANS ARE BASED
ON THE SOUTH LINE OF THE SOUTHEAST QUARTER
OF SECTION 34, T1 N, R6W, SBM, - SAID LINE ALSO
BEING THE CENTER LINE OF BASELINE AVENUE
BEING: N 89055'32" W
BENCHMARK aFEssiO
CALTRANS BENCHMARK N0. 361
SPIKE IN NORTH FACE OF POWER POLE
t1536697E @ SOUTH WEST CORNER OF
ASELINE AVENUE &SULTANA AVENUE
ELEVATION: 1365:01
FONTANA WATER COMPANY
ATTN.: MICHAEL J. McGRAW
8440 NUEVO AVENUE
FONTANA CA. 92235
(909) 822-2201
FAX: (909) 823-5046
CRAWFORD CANYON MUTUAL WATER CO.
ATTN.: BASIL J. FABRIZIO
(909) 463-9580
OQ \D U. qNq�
co .
Z
0 No. 36052Uj
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ty- Exp.6 30 2004
�Nq�, CIVIL ��\P
F OF CAS -'F
ROUTE 201
L ONS
VK*M MAP
N.T.S.
Prepared By:
ALLARD ENGINEERING
CITY OF FONTANA, CALIFORNIA �
S -TREE -T xuaaovEMExr aLaxs
Civil Engineering - Land Surveying -Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356=1815 Fax (909) 356-1795
pl�L�� 3 I ' 0 3
Raymond J. Allard, A.C.E. 36052 Date
(expires 6/30/2004)
CONSTRUCTION NOTES
ESTIMATE OF QUAN TIO
1a--
CONSTRUCT 6.5" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE
30,992 TONS
SCALE:AS NOTED
( See general notes 31&32)
DATE:
MARCH, 2003
Q__
CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
14,588 LF
3
CONSTRUCT 8" PCC CURB ONLY PER CITY STD. DWG. NO. 1003
15,056 LF
4
CONSTRUCT CATCH BASIN PER APWA STD. DWG. NO. 300-2, AS SHOWN ON SHEET 19
7 EA.
(D -SAW
CUT EXISTING AC PAVEMENT TO CLEAN STRAIGHT LINE
2,511 LF
6rCONGRIND
EXISTING A.C. PAVEMENT (MINIMUM 0.1' THICKNESS)
8,628 SF
7
STRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
25 EA.
8
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109 (BY OTHERS)
59 EA. .
9
ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130
25 EA.
@-REMOVE
EXISTING CMP RISER
13 EA.
11rPROTECT
IN PLACE
AS REQ'D
-
12r-
2
TO BE REMOVED
AS REQ'D
13
@_
REMOVE EXISTING A.C. PAVEMENT
390,910 SF
14
8
CONSTRUCT LOCAL DEPRESSION PER APWA STD NO. 313-1, CASE -E, AS SHOWN ON SHEET 19
6 EA.
Qq-
INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD. PLAN NO. 1016 (BY OTHERS)
42 EA.
16
CONSTRUCT BUS BAY PER CITY OF FONTANA DWG NO. 1014
3 EA.
17
CONSTRUCT MEDIAN TAPER PER APWA STD PLAN 140-2, AS SHOWN ON SHEET 19
9 EA.
18
CONSTRUCT AC OVERLAY FOR EXIST AC PAVEMENT (0.10' MIN.)
8,081 SF
19
INSTALL REMOVABLE CURB FACE PLATE AND COVER PER DETAIL 1 AS SHOWN ON SHEET 20
13 EA.
20FFINSTALL
TWO (2) 4" PVC-SCH. 40 (WHITE) PIPE SLEEVE WITH END CAPS
1,620 LF
21
INSTALL TWO (2) 2" PVC SCH 40 WHITE WIRE SLEEVE WITH END CAPS
1,424 LF
22
RELOCATED BY OTHERS (AS INDICATED ON PLANS)
48 EA.
23
REMOVE EXISTING CURB & GUTTER
1,621 LF
24
CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY STD. DWG. 102-B
437 S
@_CONSTRUCT
MEDIAN FLARE PER APWA STD. PLAN 141-1, AS SHOWN ON SHEET 19
1 EA.
@_CONSTRUCT
CROSS GUTTER PER CITY STD DWG NO. 105 MODIFIED TO 8' WIDE
1,134 SF
27
REPLACE AC PAVEMENT WITH LIKE KIND
178 SF
28
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1015 (6' PER PLAN)
55,952 SF
29
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1015 (8' PER PLAN)
16,507 SF
30
REMOVE EXISTING TREES, INCLUDING ROOT BALLS AND COMPACTED BACKFILL
1 LS
@-RELOCATE
EXISTING FENCE TO RIGHT-OF-WAY
330 LF
32
INSTALL BRICK & MORTAR PLUG PER DETAIL 2 SHOWN ON SHEET 2
12 EA.
33
REMOVE BULKHEAD
4 EA.
34
INSTALL 24" RCP - 1350D
170 LF
35
CONSTRUCT CONCRETE COLLAR PER APWA STD PLAN 380-3 AS SHOWN ON SHEET 20
2 EA:
36
CONSTRUCT 4.5" AC OVER 12" OF 95% COMPACTED NATIVE
1012 TONS
37
JOIN RCP TO EXISTING RCB
2 EA.
38
CONSTRUCT JUNCTION STRUCTURE - PIPE TO RCB PER APWA 334-1 CASE 3 AS SHOWN ON SHEET 20
2 . EA• .
39
ADJUST TO GRADE (WATER METER BOX) (BY OTHERS)
1 EA.
40
INSTALL BARRICADE PER CITY STD DWG NO. 118
175 LF
41
REMOVE EXISTING SIDEWALK ►
6,530 SF
42
NOT USED
0
43
CONSTRUCT LOCAL DEPRESSION PER APWA STD. NO. 31 �-1, CASE "A", AS SHOWN ON SHEET 19
2 EA.
a-
CONSTRUCT CONCRETE ENCASEMENT PER DETAIL 1 SHEET 18
20 LF
45
INSTALL 42" RCP - 1350D
114 LF
46
CONSTRUCT . PRECAST CONCRETE MANHOLE PER CITY STD. DETAIL 112(MODIFIED TO 60" DIAMETER)
1 EA.
47
INSTALL 8" VCP SEWER MAIN (EXTRA STRENGTH)
53 LF
48
INSTALL 8" SEWER PLUG
1 EA.
49
CONSTRUCT 8" A.C. DIKE PER CITY STD. DETAIL 136
79 LF
50
INSTALL TWO (2) 2-1/2" PVC SCH 40 WHITE WIRE SLEEVE WITH END CAPS
196 LF
Prepared By:
ALLARD ENGINEERING
CITY OF FONTANA, CALIFORNIA �
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Civil Engineering - Land Surveying -Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356=1815 Fax (909) 356-1795
pl�L�� 3 I ' 0 3
Raymond J. Allard, A.C.E. 36052 Date
(expires 6/30/2004)
DRAWN BY
DBW
/
BASELINE AVENUE
FROG 860 WEST OF SAN SHAM ROAD
TO aTRDSi AMR
SCALE:AS NOTED
DESIGNED BY:
DBW/JF
DATE:
MARCH, 2003
CHECKED BY
RJA
APPRO BY
Z-
DRAWNG NO.:
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1
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CITY ENGINEER R.C.E. 51152
Flename: M:\DWG\14902\STREETS\EAST\TO
ALMERIA\STAGE(\StOl.dwg