HomeMy WebLinkAbout5008-1N
r7
0
c
o
a.)o
Lu
W 0
ow 6
v
r,
0 0
- N
a
v
t p.
a
r-�
%a.
r` 0
o0
1a
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. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 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.
3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL
COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
4. CURVE DATA REFERS TO THE FACE OF CURB.
5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
6. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO THE PAVING OF STREETS.
7. 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.
8. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE
PAVING CONTRACTOR UPON COMPLETION OF PAVING.
9. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL 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 APPVOVED 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 FIVE (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 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 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 NON-ERODEABLE
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.
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.
27. 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.
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
APPROVAL UPON COMPLETION OF ROUGH GRADING.
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 CLOSURE AREA FOR RESIDENTS AND EMERGENCY
VEHICLES.
30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT PRIOR APPROVAL OF
THE INSPECTOR
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. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER
TRAFFIC CONTROL DEVICES AT ALL TIMES. -
36. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER
HOUR.
37. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE
CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
PRIVATE ENGINEERING NOTE:
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH
GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR SITE CON- DIT1ONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,
AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,
INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR
ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON, IN THE
EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR
DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE
RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE COUNTY.
STREET PLANS
CITY OF FONTANA
PHILADELPHIA AVENUE
CITY OF FONTANA
EXISTING DEVELOPMENT
COUNTY LINE
STREET .
11.11,11,11
n L)
1 F=.I
s.�
A.S.P. 12-023
/, t \ \
/
i1 v:;
rz‘ \ \
i •�
sr r%
1,5,4N 8E8
PHILADELPHIA
----f- --.
'vx.::, j::�11YYrlltl`,w.;n�v.,.e
EXISTING
DEVELOPMENT
;I2/NO COUNTY
R/VERS_/DE COUNTY
CITY OF JURUPA
VALLEY
EXISTING
R/W S'LY
CITY OF JURPA VALLEY
50'
•»'4
VA 13
T -•
INDEX MAP
SCALE: 1"=100'
COUNTY/CITY LINE
STREET .
50 100
Oso :
200
W �
z
Q
300
400
CITY OF FONTANA
52'
SCALE: 1 INCH = 100 FEET
PROPOSED
R/W N'LY
r
12'
6' 6'
38'
EXISTING CONC. SIDEWALK
40'
TRIM EDGE FOR SMOOTH JOINT
PROPOSED A.C. PAVING AND BASE
12'
5.5'
EXISTING A.C. PAVING AND BASE
(2.0%)
2.0%
OWNER/APPLICANT
TUFFU COMPANY, INC.
2780 SKYPARK DRIVE, SUITE 100
TORRANCE, CA 90505
PHONE: (310) 326-8460
CONTACT: WILLIAM CUNNINGHAM
CIVIL ENGINEER
KCT CONSULTANTS, INC.
4344 LATHAM STREET, SUITE 200
RIVERSIDE, CA 92501
PHONE: (951) 341-8940
FAX: (951) 341-8945
CONTACT: TERRY TABIOLO
TOPO SOURCE
INLAND AERIAL SURVEYS, INC.
7117 ARUNGTON AVE., SUITE A
RIVERSIDE, CA 92503
PHONE: (951) 687-4252
Underground Service Alert
call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
PROPOSED 8" CURB AND GUTTER
EXISTING 8" CURB AND GUTTER0
TYPICAL STREET SECTION -PHILADELPHIA AVENUE
TRAFFIC INDEX = 9 / CITY OF FONTANA STD. DWG. 400
SOILS ENGINEER
NORCAL ENGINEERING
SOILS AND GEOTECHNICAL CONSULTANTS
10641 HUMBOLT STREET
LOS ALAMITOS, CA 90720
PHONE: (562) 799-9469
FAX: (562) 799-9459
CONTACT: SCOTT SPENSIERO
PROJECT NO.: 13757-07
DATE: JUNE 18, 2007
KCT CONSULTANTS, INC.
CMI Engineers - Surveyors - Planners
P.O. Box 5705 Riverside, CA 92517-5705
4344 Latham St., Suite 200, Riverside, CA 92501
Phone: 951-341-8940 Fax: 951-341-8945
e-mail: kctinc@kctconsultants.com
W.O.: 1077-03
BASIS OF BEARING:
CONCRETE SIDEWALK
BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF INDUSTRY
AVENUE AS SHOWN BY MAP OF PARCEL MAP NO. 4409, ON FILE IN BOOK 40 OF
PARCEL MAPS, PAGES 41 THEREOF, RECORDS OF SAN BERNARDINO COUNTY,
CALIFORNIA, BEING N.00'07'36"E.
BENCHMARK:,
CITY OF FONTANA B.M. # 603 ELEVATION = 861.84
TOP OF FIRE HYDRANT ® THE SOUTHEAST CORNER OF INDUSTRY AVENUE AND
UNION AVENUE.
SHEET INDEX
SHEET 1
SHEETS 2
SHEETS 3-4
SHEETS 5
t- AND LOCAL DEPRESSION PER CITY OF FONTANA STD". DWG. 3003 "CASE A".
J j ...../J'" %j•' -..,y J -...,u J'•. ., •/ -, . .: d. 1 `--'..//% •:...!^' i +J
'^.,.,wso•/�''•..,,:d/�..`-ww.t��'--,..�,..,.•.e;�i'-•v,...r✓� '-• .,:,w-;. ,. �js�`-,,,,,Ng� ..y..wlj% `',,.,,ri;..pry �,'-. ,.....�:•i` '•:.,.: n• f- •-..:..[..
10 INSTALL 16,000 LUMEN STREET LIGHT PER CITY OF FONTANA STD. DWG. 404.
11 CONSTRUCT JUNCTION PER FONTANA STD. DWG. 3010. SEE PROFILE ON SHEET 2.
TITLE SHEET
PLAN & PROFILE
STREET SECTIONS
EROSION CONTROL PLAN
JURUPA AVE.
›-CITY
W
Li
cc
L`OF
�
o
OF o
ONTARIO Lu
COUNTY SAN BERNARDINO
CITY OF
FONTANA
Q
r
COUNTY
OF RIVERSIDE
Philad
Inland
Iphia Avenue
Ave�,
o
•
Hopkins
.
co
q)
�°
--5
.
CITY OF
JURPA VALLEY
STATE HHiy s
FRE�AY
MAP
- _
ii\
t2gcotetv OrAwiv4V7
6-P41NT
-6-
Qi
REVISED CATCH BASIN TYPE AND CONST. NOTE 9
8/5/13
TNT
g.lt.r
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHEET INDEX
SHEET 1
SHEETS 2
SHEETS 3-4
SHEETS 5
t- AND LOCAL DEPRESSION PER CITY OF FONTANA STD". DWG. 3003 "CASE A".
J j ...../J'" %j•' -..,y J -...,u J'•. ., •/ -, . .: d. 1 `--'..//% •:...!^' i +J
'^.,.,wso•/�''•..,,:d/�..`-ww.t��'--,..�,..,.•.e;�i'-•v,...r✓� '-• .,:,w-;. ,. �js�`-,,,,,Ng� ..y..wlj% `',,.,,ri;..pry �,'-. ,.....�:•i` '•:.,.: n• f- •-..:..[..
10 INSTALL 16,000 LUMEN STREET LIGHT PER CITY OF FONTANA STD. DWG. 404.
11 CONSTRUCT JUNCTION PER FONTANA STD. DWG. 3010. SEE PROFILE ON SHEET 2.
TITLE SHEET
PLAN & PROFILE
STREET SECTIONS
EROSION CONTROL PLAN
CONSTRUCTION NOTES: 0
0
0
0
0
0
PLACE 6.5" A.C. PAVING OVER 12" CLASS II AGGREGATE BASE (TENTATIVE SECTION).
SEE GENERAL NOTE #28
CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. DWG. 1000.
CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. DWG. 1003.
CONSTRUCT 6' WIDE BY 4" THICK CONCRETE SIDEWALK. PLACE EXPANSION JOINTS AND
WEAKEN PLANE JOINTS PER CITY OF FONTANA STD. DWG. 1006.
CONSTRUCT 10' CROSS GUTTER PER CITY OF FONTANA STD. DWG. 403.
ADJUST MANHOLE TO GRADE.
TRIM EDGE FOR SMOOTH JOINT.
8O PLACE PAVEMENT MARKING FOR TWO-WAY LEFT TURN LANE PER CALTRANS STD. PLAN.
A20B, DETAIL 31
CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. DWG. 3004 (W=7', V=3.5' .j
SIGNING AND STRIPING GENERAL NOTES
1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE
PLANS. THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS
FOR THE STATE OF CALIFORNIA (LATEST NON -METRIC EDITION).
2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS.
3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS.
4. TRAFFIC SIGN DIMENSIONS COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN
SPECIFICATIONS 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.
5. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY
STANDARD DETAIL NO. 139.
6. IT SHALL BE THE RESPONSIBILTY OF ' THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OF OTHER
TRAFFIC CONTROL AT ALL TIMES.
7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO
PAVEMENT STRIPING APPLICATION.
8. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS APPROVED BY THE ENGINEER.
UNDERGROUND UTILITY NOTES
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS AND CONNECTIONS AND
VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES AFFECTED. THE ENGINEER SHALL BE NOTIFIED OF
ANY DISCREPANCIES BEFORE CONSTRUCTION BEGINS.
2. LOCATIONS OF SUBSTRUCTURES AS SHOWN ON PLANS ARE SHOWN FROM THE BEST AVAILABLE
INFORMATION. HOWEVER, SUCH LOCATIONS AS SHOWN OR FAILURE TO SHOW EXISTING SUBSTRUCTURES
SHALL NOT RELIEVE THE CONTRACTORS FROM THE RESPONSIBILITY OF VERIFYING THE LOCATION AND
PROTECTING -ALL SUBSTRUCTURES.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT AND MAKE NECESSARY
ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
4. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST TWO DAYS PRIOR TO CONSTRUCTION.
PHONE: 811.
F ESS/0
44;
w TERESITO N. TABIOLO
RCE No. 38826
4
ti‘•
rn
Im
Exp. 3-31-15
CIVIL .�\
OFCA`C"'
Prepared Under The Supervision Of :
Date : Q
TERESITO N. TABIOLO R.C.E. 38826 EXP.3-31-15
COW
f1TO N. TPL.O nATE-
DESIGN REVISION ELPC13-000023
A.S.P. 12-023
CITY OF FONTANA, CALIFORNIA
DESIGN REVIEW ELPC13-000005
DRAWN BY:
DESIGNED BY:
CHECKED BY:
STREET IMPROVEMENT PLANS
PHILADELPHIA AVENUE
TIT E - E�
CITY ENGINEER R. 1152
SCALE:
AS SHOWN
DATE:
JANUARY 2013
DWG. NO.:
5008
JURUPA AVE.
›-CITY
W
Li
cc
L`OF
�
o
OF o
ONTARIO Lu
COUNTY SAN BERNARDINO
CITY OF
FONTANA
Q
r
COUNTY
OF RIVERSIDE
Philad
Inland
Iphia Avenue
Ave�,
o
Hopkins
co
q)
�°
--5
��
VICINITY
CITY OF
JURPA VALLEY
STATE HHiy s
FRE�AY
MAP
Street
p
N.T.S.
CONSTRUCTION NOTES: 0
0
0
0
0
0
PLACE 6.5" A.C. PAVING OVER 12" CLASS II AGGREGATE BASE (TENTATIVE SECTION).
SEE GENERAL NOTE #28
CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. DWG. 1000.
CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. DWG. 1003.
CONSTRUCT 6' WIDE BY 4" THICK CONCRETE SIDEWALK. PLACE EXPANSION JOINTS AND
WEAKEN PLANE JOINTS PER CITY OF FONTANA STD. DWG. 1006.
CONSTRUCT 10' CROSS GUTTER PER CITY OF FONTANA STD. DWG. 403.
ADJUST MANHOLE TO GRADE.
TRIM EDGE FOR SMOOTH JOINT.
8O PLACE PAVEMENT MARKING FOR TWO-WAY LEFT TURN LANE PER CALTRANS STD. PLAN.
A20B, DETAIL 31
CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. DWG. 3004 (W=7', V=3.5' .j
SIGNING AND STRIPING GENERAL NOTES
1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE
PLANS. THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS
FOR THE STATE OF CALIFORNIA (LATEST NON -METRIC EDITION).
2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS.
3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS.
4. TRAFFIC SIGN DIMENSIONS COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN
SPECIFICATIONS 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.
5. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY
STANDARD DETAIL NO. 139.
6. IT SHALL BE THE RESPONSIBILTY OF ' THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OF OTHER
TRAFFIC CONTROL AT ALL TIMES.
7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO
PAVEMENT STRIPING APPLICATION.
8. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS APPROVED BY THE ENGINEER.
UNDERGROUND UTILITY NOTES
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS AND CONNECTIONS AND
VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES AFFECTED. THE ENGINEER SHALL BE NOTIFIED OF
ANY DISCREPANCIES BEFORE CONSTRUCTION BEGINS.
2. LOCATIONS OF SUBSTRUCTURES AS SHOWN ON PLANS ARE SHOWN FROM THE BEST AVAILABLE
INFORMATION. HOWEVER, SUCH LOCATIONS AS SHOWN OR FAILURE TO SHOW EXISTING SUBSTRUCTURES
SHALL NOT RELIEVE THE CONTRACTORS FROM THE RESPONSIBILITY OF VERIFYING THE LOCATION AND
PROTECTING -ALL SUBSTRUCTURES.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT AND MAKE NECESSARY
ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
4. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST TWO DAYS PRIOR TO CONSTRUCTION.
PHONE: 811.
F ESS/0
44;
w TERESITO N. TABIOLO
RCE No. 38826
4
ti‘•
rn
Im
Exp. 3-31-15
CIVIL .�\
OFCA`C"'
Prepared Under The Supervision Of :
Date : Q
TERESITO N. TABIOLO R.C.E. 38826 EXP.3-31-15
COW
f1TO N. TPL.O nATE-
DESIGN REVISION ELPC13-000023
A.S.P. 12-023
CITY OF FONTANA, CALIFORNIA
DESIGN REVIEW ELPC13-000005
DRAWN BY:
DESIGNED BY:
CHECKED BY:
STREET IMPROVEMENT PLANS
PHILADELPHIA AVENUE
TIT E - E�
CITY ENGINEER R. 1152
SCALE:
AS SHOWN
DATE:
JANUARY 2013
DWG. NO.:
5008