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GENERAL NOTES
1.
ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS
24
12
CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS
SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL
26
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AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8'
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CONSTRUCTION ("GREEN BOOK'. ALL REFERENCE SPECIFICATIONS
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10,871 SF
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AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
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NOTED.
COLOR AND FINISH TO MATCH EXISTING CONCRETE.
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2.
WHEN A TECHNICAL. CONFLICT IS FOUND TO EXIST IN THE CONTRACT
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF
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DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO
THE CURB AT THE LOCATION OF THE SEWER LATERAL
8
INSTALL 9500 LUMEN HPSV (100 WATT, 110) LUMINAIRE
PRECEDENCE PROVISIONS IN THE "GREEN BOOK*, THE CONTRACTOR
CWHIC SCALE
_ 100 0
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SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
32330 SF
1
FOR RESOLUTION.
STEEL HAVE BEEN PLACED, I'N'SPECTED AND APPROVED.
3.
ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
10 EA
CITY ENGINEER.
APPROVED PRIOR TO PAVING OF STREETS.
800 LF
4.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
REMOVE EXISTING (TYPE AS SHOWN)
3 EA
15
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 1005, W=16' UNLESS NOTED OTHERWISE_
FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING
PAVEMENT PRIOR TO PLACEMENT.
INSTALL ONE, CLASS I DELINEATOR, FLEXIBLE POST, PER CALTRANS STD. PLAN A73C
•
7
CONSTRUCT 8" ASPHALT CONCRETE DIKE PER CITY STD. DWG. NO. 136
DIVISION PRIOR TO THE START OF ANY WORK.
18
REMOVE & REPLACE EXISTING DRIVEWAY WITH 4" CONCRETE WITHIN CONSTRUCTION AREA
730 SF
19
CONSTRUCT 2" AC PAVEMENT MIN) OVER 12" OF 959 COMPACTED NATIVE SOIL
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO
31, PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT
(SEE GENERAL NOTE 31 & 32S 539
SF/7 TONS
REMOVE & REPLACE EXISTING AC DRIVEWAY PER DETAILS ON SHEET 3
WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED
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RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
5.
THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL
POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF
FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC
GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
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6.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAINr
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES
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BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES
SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR
AT ALL TIMES.
UPON COMPLETION OF PAVING.
1'
7.
THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION
34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE
'
OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH
ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC
FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY:
CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
8.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5)
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING,
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FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE
SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS
TO THE SATISFACTION OF THE CITY ENGINEER.
OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA.
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN
36 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO
THE POTENTIAL FOR GROUND MOVEMENT EXISTS.
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS
9.
NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC
TO THE CITY ENGINEER. U -j
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RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR
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THAT PURPOSE.
CITY OF FONTAM UTILITY NOTIFICATION_ LIST
10.
THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM
AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY
CITY OF FONTANA S.B.C. INC. t
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OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE
8353 SIERRA AVENUE 3939 E CORONADO STREET
LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO
FONTA.NA, CA 92335 ANAHEIM, CA 92807
EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE
(909) 350-6632 (714) 666-5500
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT
1-800-227-2600 TWO WORKING DAYS', BEFORE EXCAVATION.
SO. CALIF GAS COMPANY UNDERGROUND SERVICE ALERT
;
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1981 V.I. LUGONIA AVENUE (800) 422-4133
11.
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL
REDLANOS, CA 92374
UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS,
(909) 335-7547 PACIFIC BELL CO.
TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING,
EMERGENCIES: (800) 427-2200 3939 E. CORONADO STREET
=
LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
ANAHEIM, CA 92807
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY
SO. CALIF EDISON COMPANY (714) 666-5467
,
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO
300 N. PEPPER AVENUE W
WORK AROUND THEIR FACILITIES.
RIALTO, CA 92376 VERIZON (TELEPHONE)
909 820-5598 -UNDERGROUND 1400 E PHILIPS BLVD.909875-5100
12.
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER
- TRANSMISSION ONTARIO, CA 91766
MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION.
213 637-1233 - PIPELINES (800) 422-4133
II
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER
909 357-6505 - DISTRIBUTION Q
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
800 422-4133 FONTANA WATER COMPANY
13.
CURVE DATA REFERS TO THE FACE OF CURB.
ATTN: MICHAEL J. McGRAW����)
ADELPHW-1 CABLE TV) 8440 NUEVO AVENUE
14.
STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT
OTHERWISE NOTED.
1500 S. AUTO CENTER DRIVE FONTANA CA 92235 th
ONTARIO, CA 91761 (909) 822-.2201
WHERE
(714) 666-5500 FAX: (909) 823-5046=
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15.
ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK
LEGEND: _
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TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE
� INDICATES PROPOSED A.C. PAVEMENT
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FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION
CONTROL STAKING DURING CONSTRUCTION.
® INDICATES REMOVE EXISTING A.C. PAVEMENT
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16.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,
WITHOUT PRIOR NOTIFICATION TO
® INDICATES OVERLAY EXISTING A.C.PAVEMENT
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MONUMENT TIES OR BENCHMARKS
THE CITY ENGINEER.
[ J INDICATES FUTURE ELEVATION
17.
REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
{ ) INDICATES EXISTING ELEVATION.
-(-
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE
- INDICATES CENTERLINE
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BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
INDICATES RIGHT-OF-WAY UNE LLJ
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SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF
THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL
- - - - INDICATES EXISTING IMPROVEMENTS
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO
-{fes}-- INDICATES EXISTING CONTOUR UNE
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THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER
,-. STREET LIGHTS 9500 LUMEN
REPLACEMENT OF THE MONUMENT.
�- DIRECTION OF FLOW
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
PRIMATE ENGINEER'S NOTICE TO CONTRACTOR:
RESIDENTS AND EMERGENCY VEHICLES.
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THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES
19.
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
Ij II
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
ALL TIMES.
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TA=KE DUE
20.
ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
WIND VELOCITIES EXCEED 25 MILES PER HOUR.
LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
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21.
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD,
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY
CONSTRUCTION PRACTICES HE WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
PRIOR WRITTEN APPROVAL.
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER
22.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL. HARMLESS FROM ANY
OF THE CITY INSPECTOR.
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
23.
A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION.
OF THE DESIGN PROFESSIONAL
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE
RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED
DENSITY IS OBTAINED.
UNAUTHORIZED CHANGES AND USES
24.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
SWALES ENTERING OR LEAVING IMPROVEMENTS.
REV.
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DIAL '� ) DA�SWORKING BEF❑RE
BEFORE," f YOU DIG
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00-227-2600
TOLL FREE I-V.D SERVICE ALERT
A PUBLIC SERVICE BY UNDERGROUI'
REVISION DESCRIPTION
DATE ( ENGR.I CITY I DATE
0240 071-30 I 0240-077
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107 1 100
71
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1211 1 120 1 119 1 118
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SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COAMENCE 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
110
111
112
113
114
115
116
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16 21
14
23
13
24
12
25
11
26
10
27
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INDEX MAP
SCALE. 1 "=100'
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE CENTERLINE OF CITRUS AVENUE
BEING NORTH 00'00' 13" EAST AS SHOWN ON TRACT 16568, RECORDED IN
MAP BOOK 300 , PAGES 59-62 , RECORDS OF SAN BERNARDINO COUNTY.
ORIGINAL BENCHMARK
PREPARED FOR: CITY OF FONTANA BM -361
R.R. SPIKE IN rP NO. 1536697E AT THE SW CORNER
OF BASELINE AVENUE AND SULTANA AVENUE.
YOUNG HOMES ELEVATION: 136--01, SINCE DESTROYED
10370 TRADEMARK STREET
RANCHO CUCAMONGA, SITE BENCHMARK
CA 91730 SF'! CORNER S`C. 31, TAN., R.5W., S.BM.-2" I.P.
WITH BRASS' 6�_ , C.S.M. AT THE INTERSECTION OF
(909 ) 291-7600 BASELINE AVEN' �E AND CITRUS AVENUE.
ELEVAT10ht
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52
53
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30 1 31 I 32 1133134 I 35 I 36
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240-I -
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2,124 LF
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CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8'
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2 EA
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(W`IDTH AS SHOWN ON PLAN)
2 EA
8
INSTALL 9500 LUMEN HPSV (100 WATT, 110) LUMINAIRE
CWHIC SCALE
_ 100 0
50
100
200
(IN 10)
1MzlWFi
Prepared Ey:
_ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1755
I L Z� n
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
APN
101
PROJECT LOrC ATION
VICINITY MAP
N.T.S.
WISTRUCTION NOTES ESTIMATE OF QUANTITIES
240-I -
GONSTRUCT 4.5" AC PAVEMENT (MIN) OVER 12" OF 959 COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32) 52307 SF/1459 TONS
2
CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
2,124 LF
3
CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8'
4,525 SF
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN-
10,871 SF
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CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
g EA
6
CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313-1, AS SHOWN ON SHT 2
(CASE AS SHOWN ON PLAN)
2 EA
7
CONSTRUCT CATCH BASIN PER A.P.WA. STD. DWG. NO. 300-2, AS SHOWN ON SHT 2
(W`IDTH AS SHOWN ON PLAN)
2 EA
8
INSTALL 9500 LUMEN HPSV (100 WATT, 110) LUMINAIRE
PER CITY DWG. NO. 1016
5 EA
SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN.)
32330 SF
1
GRIND & OVERLAY EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON PLAN
14237 SF
AND DETAIL ON SHEET 2
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
10 EA
12
INSTALL 4" & 6" IRRIGATION SLEEVES
800 LF
RELOCATE EX. POWER POLE (BY OTHERS)
8 EA
14
REMOVE EXISTING (TYPE AS SHOWN)
3 EA
15
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 1005, W=16' UNLESS NOTED OTHERWISE_
256 SF
INSTALL ONE, CLASS I DELINEATOR, FLEXIBLE POST, PER CALTRANS STD. PLAN A73C
5 EA
7
CONSTRUCT 8" ASPHALT CONCRETE DIKE PER CITY STD. DWG. NO. 136
206 LF
18
REMOVE & REPLACE EXISTING DRIVEWAY WITH 4" CONCRETE WITHIN CONSTRUCTION AREA
730 SF
19
CONSTRUCT 2" AC PAVEMENT MIN) OVER 12" OF 959 COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32S 539
SF/7 TONS
REMOVE & REPLACE EXISTING AC DRIVEWAY PER DETAILS ON SHEET 3
610 SF
NOTE
FOR CYPRESS AVENUE
AND JUNIPER AVENUE STREET
TYPICAL SECTIONS SEE SHEET2
Q�oF�SS,oM� CITY OF FONTANA CALIFORNIA
OFFSITE STREET IMPROVEMENT PLANS
OP t" yG3
0- DRAWN BY. r� SCALE:
E AE X
�. 6 3(i 41397 0 5 DESIGNED BY: TRACT NO. 16572 DATE. AS NOTED
/ RC -�'41 FEBRUARY, 2005
sqT� I V i o¢��P CHECKED BY: '- APPROV BY: 717,
O DRAWING NO.:
�F CAQ ml �[, DATE:
CITY E ~ INEER R.C.E. 51152 3607 7
Filenome: M:\dwg\15916\final design\STREETS\OFFSITE\16572-ST01.dwg