HomeMy WebLinkAbout3463-16 - .
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29. 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.
30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF
WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE
CURB AT THE LOCATION OF THE SEWER LATERAL.
32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS
OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES,
METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL",
LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
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. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED
WIND VELOCITIES EXCEED 25 MILES PER HOUR
36. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING,
SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE
SATISFACTION OF THE CITY ENGINEER.
CITY OF FONTANA
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE
ATTN: CARLOS NAVARRO
CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE
8353 SIERRA AVENUE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN
FONTANA, CA. 92335
BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE
(909) 350-6632
LATEST EDITION UNLESS OTHERWISE NOTED.
SO. CALIF. GAS COMPANY
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
ATTN: DENNIS FREEMAN
ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK, INSPECTION
1981 W. LUGONIA AVENUE
COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR
REDLANDS, CA. 92374
TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE
(909) 335-7547
CITY LIMITS. CALL (909) 350-7610.
EMERGENCIES: (800) 427-2200
3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER
3 EA.
MAIN VALVES. CONTRACTOR SHALL COORDINATEWITH THE APPROPRIATE
SO. CALIF. EDISON COMPANY
WATER COMPANY FOR VALVE OPERATION WATER REQUIREMENTS
300 N. PEPPER AVENUE
4. CURVE DATA REFERS TO THE FACE OF CURB.
RIALTO, CA. 92376
5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE
909 820-5598 - UNDERGROUND
OTHERWISE NOTED.
909 875-5100 - TRANSMISSION
6. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND
213 637-1233 - PIPELINES
APPROVED PRIOR TO PAVING OF STREETS.
909 357-6223 - DISTRIBUTION
7. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM
800 422-4133
AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE
1,360 S.F.
CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND
CRAWFORD CANYON MUTUAL WATER CO.
ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER
ATTN: BILL VANDERKIEFT, JR.
PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT
(619) 868-6040
UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS
BEFORE EXCAVATION.
100 S.F.
8. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL
BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON
1 EA.
COMPLETION OF PAVING.
19 LF.
9. 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.
10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY
ENGINEER.
11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE
CITY OF FONTANA STANDARD DETAILS.
12. WHEN 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.
13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT
PRIOR TO PLACEMENT.
14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR
AND FINISH TO MATCH EXISTING CONCRETE.
15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
16. 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.
17. 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.
18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF
THE CITY INSPECTOR.
19. 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.
20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL
TIMES.
21. 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.
22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE
CITY ENGINEER.
23. 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.
24. 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 NONERODEABLE SWALES
ENTERING OR LEAVING IMPROVEMENTS.
25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,
MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE
CITY ENGINEER.
1
26. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, 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. 1
27. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT 1
TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY
SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
28. 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 FOR
LL_
APPROVAL UPON COMPLETION OF ROUGH GRADING.
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29. 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.
30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF
WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE
CURB AT THE LOCATION OF THE SEWER LATERAL.
32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS
OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES,
METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL",
LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
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. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED
WIND VELOCITIES EXCEED 25 MILES PER HOUR
36. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING,
SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE
SATISFACTION OF THE CITY ENGINEER.
CITY OF FONTANA
PACIFIC BELL CO.
ATTN: CARLOS NAVARRO
ATTN: VIRGINIA BECKER
8353 SIERRA AVENUE
3939 E. CORONADO STREET
FONTANA, CA. 92335
ANAHEIM, CA. 92807
(909) 350-6632
(714) 666-5467
SO. CALIF. GAS COMPANY
UNDERGROUND SERVICE ALERT
ATTN: DENNIS FREEMAN
(800) 227-2600
1981 W. LUGONIA AVENUE
4o --CONSTRUCT CATCH BASIN PER APWA STD. DWG. NO. 300-2
REDLANDS, CA. 92374
COMCAST ( CABLE TV )
(909) 335-7547
ATTN: JACK HAYES
EMERGENCIES: (800) 427-2200
1205 DUPONT AVE.
3 EA.
ONTARIO, CA. 91761
SO. CALIF. EDISON COMPANY
(909) 390-4738
300 N. PEPPER AVENUE
9�-CONSTRUCT CONCRETE SIDEWALK PER LANDSCAPE PLAN AND CITY STD. DWG NO. 1001
RIALTO, CA. 92376
GENERAL TELEPHONE COMPANY
909 820-5598 - UNDERGROUND
ATTN: STEVE HOCK
909 875-5100 - TRANSMISSION
1400 E. PHILIPS BLVD.
213 637-1233 - PIPELINES
ONTARIO, CA. 91766
909 357-6223 - DISTRIBUTION
(800) 422-4133
800 422-4133
WIDTH DIMENSIONS AS SHOWN, HEREON
1,360 S.F.
FONTANA WATER COMPANY
CRAWFORD CANYON MUTUAL WATER CO.
ATTN: MICHAEL J. McGRAW
ATTN: BILL VANDERKIEFT, JR.
8440 NUEVO AVENUE
(619) 868-6040
FONTANA CA. 92235
FAOX:
100 S.F.
(9 9) 8231 5046
LEGEND:
INDICATES PROPOSED A.C. PAVEMENT
INDICATES REMOVE EXISTING A.C. PAVEMENT,
INDICATES CENTERLINE
CITY OF FONTANA
STREET IMPROVEMENT PLANS
BEECH AVENUE
Sheet 2
EXISTING= HIGHLAI
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1O --CONSTRUCT 6.5" AC PAVEMENT (Min) OVER 12" OF COMPACTED NATIVE SOIL, FOG SEAL
20,870 S.F.
Q
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@)--CONSTRUCT 8" PCC CURB ONLY PER CITY STD. DWG. NO. 1003
227 L.F.
4o --CONSTRUCT CATCH BASIN PER APWA STD. DWG. NO. 300-2
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&-SAWCUT EXISTING AC PAVEMENT AND REMOVE TO CLEAN STRAIGHT LINE
AVENUE
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Project Location
BASELINE AVEWUE
1 40'
7' 7' 33'
(EXISTING IMPROVEMENTS)
52'
REMOVE MEDIAN' 16' 17'
1' f
12
14
15
OK
VARIES
INDICATES REMOVE EXISTING MEDIAN
OF
-
BERNARDINO
CONSTRUCTION NOTES ESTIMATE OF QUANTITIES
1O --CONSTRUCT 6.5" AC PAVEMENT (Min) OVER 12" OF COMPACTED NATIVE SOIL, FOG SEAL
20,870 S.F.
2&- CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
1,151 L.F.
@)--CONSTRUCT 8" PCC CURB ONLY PER CITY STD. DWG. NO. 1003
227 L.F.
4o --CONSTRUCT CATCH BASIN PER APWA STD. DWG. NO. 300-2
1 EA.
&-SAWCUT EXISTING AC PAVEMENT AND REMOVE TO CLEAN STRAIGHT LINE
1,760 L.F.
-ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109
1 EA.
ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. N0. 130
3 EA.
O8 --CONSTRUCT 22,000 LUMEN, 200 WATT HPSV #20 LAMP ON 30' MARBLELITE POLE
(expires)
OR APPROVED EQUAL WITH 8' MAST ARM
4 EA
9�-CONSTRUCT CONCRETE SIDEWALK PER LANDSCAPE PLAN AND CITY STD. DWG NO. 1001
11,830 S.F.
&_PROTECT IN PLACE
AS REQ'D
11 TO BE REMOVED
AS REQ'D
CONSTRUCT LOCAL DEPRESSION PER APWA STD NO.313-1, PER CB DETAIL A ON SHEET 2
1 EA.
O3 -- CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD.DWG. NO. 1006
2 EA,
CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104 WITH MODIFIED SPANDRAL
WIDTH DIMENSIONS AS SHOWN, HEREON
1,360 S.F.
CONSTRUCT BUS BAY TURN OUT PER CITY STD. DWG. 1014 WITH MODIFIED
DIMENSIONS AS SHOWN, HEREON
981 S.F.
REMOVE EXISTING PCC CURB ONLY
426 S.F.
SAWCUT, REMOVE PAVEMENT AND REPLACE WITH PAVEMENT
PER CITY STD. NO 131
100 S.F.
@ - CONSTRUCT JUNCTION STRUCTURE PER APWA STD. NO. 331-2
1 EA.
@ - INSTALL 18" RCP, D -LOAD 1350
19 LF.
UWW9r0Il= 90V" Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
V) NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
Y APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
a o Cel TOLL FREE DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
1_ REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS
o ` 227-2600 IN EFFECT.
41
0
a- TWO WORKING DAYS BITOW YOU DIG
PLANS PREPARED FOR
CENTEX HOMES
2280 WARDLOW CIRCLE
SUITE 150
CORONA, CA. 92880
(909) 279-4000
1' f
VARIES 5 VARIES 5' 5'
- - (2.00=1390) 3.65904.007.
BEECH AVENUE
STA 9+82.91 TO 10+90.18
TYPICAL SEC11ON
N.T.S.
IA
40'
33'
62'
16' 17'
(EXISTING IMPROVEMENS)
1'f
VARIES 5
II II (1.5690- 57. VARI
0
---� II IF-- ==---- 205_ 4590
_�--- -II II--_--_
BEECH AVENUE
STA 5+30.76 to 5+90.76
TYPICAL SECTION
N.T.S.
12'
APRICOT TREE WAY
INDEX MAP
SCALE: 1 "=200'
STATION
9+62.92 TO 9+82.91
R/W AND
I 10+90.18 TO 12+78.15
�I �-
I
I
VARIES -
52'
-� 40'
7' 7' 33'
I VARIES 16 17'
0'-10'1
(EXISTING IMPROVEMENTS)
5 VA61ES_
2.00% -
VARIES VARIES
II 271% II (1.6990- 5 2.00q -
VARIES - - - - - - - 2.44q
0
CROSS GUTTER _
L-- U ---- -- r :.
I
Q RECORD D®CUMENT3
` ' .
1
These Record Documents have been prepared 1
based on information provided by others. The BEECH AVENUE
Design Professional has not verified the accuracy
and/or completeness of this information and shall STA 4+50.76. 4+80.76;
not be responsible for any errors or omissions STA 6+40.76 TO 9+82.91 AND 10+90.18 TO 12+78.15
which may be incorporated herein as a result TYPICAL SECTION
, N.T.S. 1.
R/W DATE
10'
REVISIONS Engineer City BENCHMARK
A roval Date: A roval Date:
B.M. #361, SPIKE IN NORTH FACE OF P.P.
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVA11ON: 1365.01
22'
52'
8' 4'7' 7' 33'
11
(EXISTING IMPROVEMENTS)
P� EXISTING MEDIAN' 16' 17'
I & VARIES VARIES
1' t
• ___--- _-11 --5 -_VARIES
_
VARIES
VARIES (2.00q_,5 2.009-
?139
_ 2.977,
U Li
...
BASIS OF BEARINGS
BEARINGS ARE BASED ON THE EAST LINE OF BEECH AVENUE
THE SOUTHWEST ONE-QUARTER OF SECTION 35, STA 12+78.15 TO TRACT BOUNDARY
T. 1 N., R. 6 W., S.B.B. & M. BEING N00'09'04"E TYPICAL SECTION
AS SHOWN ON RECORD OF SURVEY RECORDED N.T.S.
IN BO
R/W
12'
6'
0.5'
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5
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12'
6'
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SIDEWALK
SEE LANDSCAPE
PLANS
R/W
MEANDERING
SIDEWALK
SEE LANDSCAPE
PLANS
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108, PAGES
13-27, RECORDS
OF
SAN
BERNARDINO
COUNTY.
R/W
12'
6'
0.5'
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5
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12'
6'
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MEANDERING
SIDEWALK
SEE LANDSCAPE
PLANS
R/W
MEANDERING
SIDEWALK
SEE LANDSCAPE
PLANS
E Prepared By:
CITY OF FONTANA, CALIFORNIA
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J. -4< ALLARD ENGINEERING
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STREET IMPROVEMENT PLANS
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Ca fo,zila 92335
0 No. 36052 m (909) 356-1815 Fax (909) 356-1795
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Scale:
AS NOTED
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Designed By:
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Date:
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AUGUST 2001
OF CAa ymond T. Huard, A.C.E. 36052 Date
Checked B y
APProved: G! � � - . �/
Dwg. No.
(expires)
DH 1
CITY ENGINEER R.C.E. 51 152
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Filename: M:\DWG\12704\BEECH\BEECH-1.DWG