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VARIABLE
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VAR. —0.4' TO 0`_
TYPICAL SECTION
CATAWBA AVENUE
STA 10+79.15 STA 11+45.00
N. T. S.
R W
BEFORE
GL
R\W
AVE
30'
0 30', 33'
A PIKIC StRVICE
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18',22'&VAR.
8', 11', 1 2'&.,VAR
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6' TRANSITION -------
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TYPICAL SECTION
CATAWBA AVENUE
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0', 4'&6' 5'
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WHERE SHOWN 1 2
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CONSTRUCTION NOTES
REMOVE EXISTING CURB OR CURB & GUTTER
CONSTRUCT CURB AND GUTTER PER CITY OF FONTANA STD. 1000. 8" CF UNLESS OTHERWISE
NOTED.
SAWCUT FULL DEPTH AND REMOVE ASPHALT PAVEMENT AND SUBGRADE TO PROVIDE REQUIRED
U3 GRADES.
CONSTRUCT 4" ASPHALT PAVEMENT OVER 12" MIN. NA11VE SUBGRADE COMPACTED TO 95%
MIN. RELATIVE COMPACTION.
U6 COLD M,ILL TOP 2" AND CONSTRUCT VARIABLE DEPTH ASPHALT PAVEMENT (2" MIN)
U4 PROTECT EXISTING CURB AND GUTTER.
10_1�1
U5 REMOVE AND REPLACE SIDEWALK TO NEAREST JOINT PER CITY OF FONTANA STD. 1006.
U7 REMOVE CONCRETE BARRICADES
N
ALL THICKNESS REFLECTED HEREON SHALL BE CONSIDERED AS M,IN,IMUM COMPACTED THICKNESS
: Feb 17, 2009 — 5:17pm K:\*]N3§ff7l1lVi\City of Fontana Task 1
-wiff
DIAL
BEFORE
AC
YOU DIG
AVE
lbLL PW
811
A PIKIC StRVICE
BY UND15MROUND SEMME ALERT
BEGIN CURB RETURN
et2.dwg
REV.
rAlal psi
4PT
ANGLE POINT
AC
ASPHALT PAVEMENT
AVE
AVENUE
BIC
BEGIN CURVE
BCR
BEGIN CURB RETURN
BW
BACK OF WALK
BLVD
BOULEVARD
C&G
CURB & GUTTER
CF
CURB FACE
CT
COURT
DR
DRIVE
EC
END CURVE
ECR
END CURB RETURN
EG
EXISTING GRADE
ELEV
ELEVATION
E'LY
EASTERLY
EP
EDGE OF PAVEMENT
EXIST
EXISTING
FL
FLOW LINE
GB
GRADE BREAK
LA
LANDSCAPE AREA
LP
LOW POINT
OHL
OVER -HEAD LINE
pp
POWER POLE
PVMT
PAVEMENT
SD
STORM DRAIN
SS
SANITARY SEWER
SPPWC
STANDARD PLANS FOR
SIGNS SHALL NOT BE PLACED IN EXCESS OF 15 FEET FROM THE EDGE OF THE TRAVELED WAY.
PUBLIC WORKS CONSTRUCTION
ST
STREET
STA
STATION
SW
SIDEWALK
TC
TOP OF CURB
TDC
TOP OF DEPRESSED CURB
TYP
TYPICAL
UTIL
UTILITY
VAR
VARIABLE
W
WATER
W'LY
WESTERLY
LEGE.ND
NEW AC PAVEMENT
11111, 1 M A 2 1 pKe
LT:Nuwmlll
STORM DRAIN MANHOLE COVER
VALVE COVER
FIRE HYDRANT
POWER POLE
EXISTING SIGN AND POST
METER BOX
TELEPHONE MAN,HOLE COVER
SEWER MANHOLE COVER
STREET LIGHT SIGN
IRRIGATION CONTROL VALVE
POST INDICATOR VALVE (PIV)
FIRE DEPARTMENT CONNECTION (FD
GRADE BREAK/PVI
SIGNING AND STRI,PING NOTES
1 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.
2 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.
3 TWO WORKING DAYS NOTICE TO THE TRAFFIC SECTION IS REQUIRED PRIOR TO REMOVAL OF
TRAFFIC CONTROL DEVICES OR EQUIPMENT. STOP SIGNS SHALL ONLY BE REMOVED BY
CITY PERSONNEL.
4 ALL LABOR, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE CALTRANS "STANDARD
PLANS $$ , "STANDARD SPECIFICATIONS" AND "TRAFFIC MANUAL", LATEST NON -METRIC
EDITIONS.
5 24 HOURS NOTICE SHALL BE GIVEN TO THE CITY TRAFFIC ENGINEER FOR APPROVAL OF
CONTROL POINTS OR "CAT- TRACKING" PRIOR TO APPLICATION OF PAVEMENT STRIPING
6 THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY
THE CITY TRAFFIC ENGINEER.
7 TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST
CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM
TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD
UNLESS OTHERWISE SHOWN ON THE PLANS.
8 STENCILS USED FOR PAVEMENT MARKINGS AND LEGENDS SHALL MATCH EXACTLY THE CITY
OF FONTANA STANDARD STENCILS.
9 ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS
OTHERWISE APPROVED BY THE CITY TRAFFIC ENGINEER.
10 CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF THE 12" STRIPES UNLESS
OTHERWISE SHOWN ON THE PLANS.
11 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
TRAFFIC CONTROL NOTES
1
THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL DESIGN AND IMPLEMENTATION
NOTES
DURING CONSTRUCTION. TRAFFIC CONTROL PLANS ARE TO BE PREPARED BY A LICENSED
,AM
CALIFORNIA PROFESSIONAL CIVIL OR TRAFFIC ENGINEER AND SUBMITTED TO THE CITY TRAFFIC
-N
FO TANA, CA
ENGINEER FOR REVIEW AT LEAST TWO WEEKS PRIOR TO IMPLEMENTATION.
2
ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE
WEEK PRIOR TO IMPLEMENTING DETOURS.
3
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY
CATAWBA
DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK.
As Noted
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKI'\jG DAYS PRIOR TO THE
DESIGNED BY:
START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909)
fREHABILITATION
350-7610.
4
THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
VA LEY
a22n B,
PROCEDURES DESCRIBED IN THE 2006 CALIFORNIA MUTCD, UNLESS OTHERWISE DIRECTED BY THE
12/31/2008
CITY TRAFFIC ENGINEER.
5
THE CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC SECTION TWO WORKING DAYS PRIOR TO
IMPLEMENTING THE TRAFFIC CONTROL PLAN TO ALLOW CITY STAFF TIME TO ADJUST TRAFFIC
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SIGNAL DETECTION.
6
THE CONTRACTOR SHALL MAINTAI,N TWO WAY TRAFFIC AT ALL TIMES UNLESS OTHERWISE
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APPROVED BY THE CITY TRAFFIC ENGINEER. QUALIFIED FLAGGERS SHALL BE USED WHEN THE
ROADWAY IS REDUCED TO A SINGLE LANE OR WHERE TRAFFIC MUST STOP FOR MOVEMENT OF
EQUIPMENT.
7
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS
OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
8
THE WORK ZONE SHALL BE ROUTINELY INSPECTED AND MAINTAINED TO ENS -IRE PROPER
VISIBILITY AND OPERATION OF ALL TRAFFIC CONTROL AND ADVANCE WARNING DEVICES.
9
ALL EXISTING SIGNS, STRIPING OR PAVEMENT MARKINGS THAT ARE IN CONFLICT AND/OR NO
LONGER APPLICABLE SHALL BE REMOVED AS DIRECTED BY THE CITY TRAFFIC ENGINEER.
10
SIGNS SHALL NOT BE PLACED IN EXCESS OF 15 FEET FROM THE EDGE OF THE TRAVELED WAY.
PORTABLE SIGN STANDARDS SHALL BE TIED DOWN OR WEIGHTED TO PREVENT TOPPLING.
11
THE EXACT LOCATION OF ALL TRAFFIC CONTROL DEVICES IS SUBJECT TO APPROVAL OF THE
CITY TRAFFIC ENGINEER. ADDITIONAL WARNI,NG, CONSTRUCTION SIGNS OR TRAFFIC SAFETY
EQUIPMENT MAY BE REQUIRED BY THE CITY TRAFFIC ENGINEER.
12
ALL WORK AREAS SHALL BE CLEARLY IDENTIFIED AND DELINEATED WITH CONES, PORTABLE
DELINEATORS AND/OR BARRICADES. ALL CONES OR PORTABLE DELINEATORS SHALL BE A
MINIMUM OF 28 INCHES IN HEIGHT.
13
ALL SIGNS SHALL BE REFLECTORIZED OR ILLUMINATED.
14
TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS
SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS
SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE
SHOWN ON THE PLANS.
15
ALL FLASHING YELLOW WARNING LIGHTS SHALL BE TYPE "A" PORTABLE, LENS DIRECTED,
0
ENCLOSED AND MOUNTED AT A MINIMUM HEIGHT OF THREE FEET, MEASURED FROM THE BOTTOM
OF THE LENS TO THE UNDERLYING SURFACE.
16
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.
17
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY
TRAFFIC ENGINEER.
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 -*Ir"O THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
DATE ENGR. CITY DATE STANDARDS IN EFFECT.
STREET IMPROVEMENT GENERAL NOTES
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 TO THE CITY
ENGINEER FOR RESOLUTION.
3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4 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.
5 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.
6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL
DEVICES AT ALL TIMES.
7 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.
8 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 '�IVISION OF INDUSTRIAL SAFETY OF THE
STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEil\l THE POTENTIAL EXISTS FOR GROUND
MOVEMENT.
9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT
PURPOSE.
10 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 811 TWO WORKING DAYS BEFORE EXCAVATION.
11 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.
12 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.
13 CURVE DATA REFERS TO THE FACE OF CURB.
14 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
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 BENCH MARKS WITHOUT PRIOR
NOTIFICATION TO THE CITY ENGINEER.
17 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.
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 CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT
ALL TIMES.
20 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.
21 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.
22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23 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.
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 NON-ERODEABLE SWALES ENTERING OR LEAVING
IMPROVEMENTS.
25 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 DETAILS.
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 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.
37 CONTRACTOR SHALL RESET EXISTING MAILBOXES EFFECTED BY PROPOSED IMPROVEMENTS.
GENERAL
NOTES
,AM
CITY OF
-N
FO TANA, CA
STREET IMPROVEMENT PLAN
SCALE:
DRAWN BY:
TH
CATAWBA
AVENUE
As Noted
DESIGNED BY:
fREHABILITATION
DATE:
H
VA LEY
a22n B,
0 J��N DALL AVE
12/31/2008
CHECKED BY:
DA
DRAWING NO.:
4770
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9