HomeMy WebLinkAbout3908-1FONTANA STREET IMPROVEMENT PLANS
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 E=XIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCES 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
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 OPT "iil A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY,
S. 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,
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 1-800-227-2600 TWO WORKING
DAYS BEFORE EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY ( f' ,N,!'ANIES INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRIC,
CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATE�Z, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND
CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK ARCM ND THEIR FACILITIES.
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE F,YDRANT 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. MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
18, THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESS 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 SPE=CIFIED DENSITY OF OBTAINED.
24, CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREEI IMPROVEMENTS, UPON INSPECTION OF THE
SIRE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON -ERODE ABLE 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 HAS 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 MIN MUM AND SUBJECT TO REVISION AND APPROVAt- 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 STREE t SECTIONS SHALL BE RECOMMENDED BY A
GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY C7 FONTANA FOR APPROVAL UPON COMPLETION JF 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.
O O
ry Ctf
60'
36'
5' 6.5' 0 6 3 6.5'-1- 5, _..
0.5 2% f % % -- 2% 0.5'-
:1t:2 ---------------- --------------- .~-
1.5'
1.5'
U I_18' ` I' 18' -
TYPICAL SECTION FOR 60' RIGHT-OF-WAY
FOR FRANKFORT AVENUE
N.T.S.
32'f TI=5.5
EXTENT OF
IMPROVEMENTS
EXISTING ASPHALT C
CURB TO BE REMOVED
PROPOSED AC
6' 5.5'
0.5'---�I 27 .2
4 1.5' _
1
44'
o
COLD PLANE EXISTING AC
SEE DETAIL A, SHEET 3
EXISTING AC
64.00' EXISTING
VARIE0.10' CONCRETE
J. -- S --------
1-5.0'
-
CURB RB
]-(
5.0 MIN. 1.5
- 32.00' 32.00'
TYPI C`AL SECTION -LOCUST AVE
N.T.S.
T1=9.0
BENCHMARK: STAMPED "S.B. CO. BASIS OF BEARING
SURVEYOR, 7-9 1970 IS GRID NORTH, CALIFORNIA ZONE 5 PER NAD 83
ELEVATION = 1307.15 COORDINATES. CENTERLINE OF LOCUST FROM FOOTHILL
BLVD TO THE NORTH BOUNDARY OF TRACT 2183.
BRASS CAP AT E.C.R. OF BASED ON FOUND MONUMENTS, A CONC. "JAIL IN
NORTHEAST CORNET OF FOOTHILL FOOTHILL & A NAIL IN SHINER AT NORTH PL AT
CENTERLINE HAVING A BEARING OF N01'53'20"W,
BLVD, AND LOCUST AVE.
Underground Sairvocs MgvP
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID FOR YOUR DIG
ALERT I.D. NUMBER CALL UNDERGROUND
SERVICE ALERT TOLL FREE 1800-277-2600
TWO WORKING DAYS BEFORE YOU DIG
IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORN,
�r F:z IE �r FA m 1::z4C>Nf m IE " �r 1=11 1�4&w
_ moT■ ■■� r^nom■ ■■■ ■ t+o■ nomwm% m oftmmm 0%�a 0%rft
CONSTRUCTION NOTES
NO.
2
x
x
X
5
X
6
IN
10
DESCRIPTION
3 W`TI A Alii r1 0%
CONSTRUCT 6.0' PCC SIDEWALK PER CITY OF FONTANA STD. PLAN NO. ,1015
CONSTRUCT 5.0' PCC SIDEWALK PER CITY OF FONTANA STD, PLAN N0, 1015
CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003
INSTALL 5800 LUMEr-; HPSV 70 WATT #7 STREET I ,GHT.
CONSTRUCT 4" AC PAVEMENT OVER 12" MINIMUM OF 95% COMPACTED NATIVE SUBGRADE
PER CITY OF FONTANA STD. PLAN NO. 1000
CONSTRUCT 6.5" AC PAVEMENT OVER 12" MINIMUM OF 95% COMPACTED NATIVE
SUBGRADE PER CITY OF FONTANA STD. PLAN NO. 1000
COLD PLANE EXISTING ASPHALT MIN 5.0, INSTALL PETROMAT,
AND CONSTRUCT MIN 5.0' OVERLAY FOR SMOOTH JOIN, SEE
DETAIL 'A' SHEET 3
1,962 SF 14
15
6,539 SF 16
17
2,529 SF Q8
CONSTRUCT CURB RETURN ACCESS RAMP PER CAL -TRANS STD. RSPA-88A (SEE SHEET 5) 2 EA
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD, 1005
24
EA
CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. 1005A
1
EA
REMOVE EXISTING ASPHALT AND CONSTRUCT 4" AC PAVEMENT OVER 12"
2,235
SF
MINIMUM OF 95% COMPACTED NATIVE SUBGRADE PER CITY OF FONTANA
STD. PLAN N0, 1000
REMOVE EXISTING AC BERM
500
LF
ADJUST MANHOLE TO GRADE PER CITY OF FONTANA STANDARD 109
4
EA
REMOVE EXISTING POWER POLE AND UNDERGROUND EXISTING OVERHEAD UTILITIES
3
EA
INSTALL 16000 LUMEN HPSY STREET LIGHT (150 WATT #15) 30' LUMINARE HEIGHT
3
EA
REMOVE EXISTING ASPHALT AND CONSTRUCT 6.5" AC PAVEMENT OVER 12"
7C5
SF
MINIMUM OF 95% COMPACTED NATIVE SUBGRADE PER CITY OF FONTANA
CI
�(
�
DATE
STD. PLAN NO. 1000
REV.
WILLIAM M. RAYMON R.C.E. 57580 EXP. 12/31/2005
NG NATURAL GRADE
TC TOP OF CURB AT FACE OF CURB
EP EDGE OF PAVEMENT
FS FINISH SURFACE
FG FINISH GRADE
FL FLOW LINE
FF FINISH FLOOR
HP HIGH POINT
i EX EXISTING 40 0 40 80 120
I R/W RIGHT OF WAY
I { PL PROPERTY LINE
{ { CL CENTERLINE
{ LEGEND Scale 1 = 40'
- EXISTING GUY WIRE
EXISTING POWER POLE
I1 EXISTING WATER VALVE
{ {S EXISTING SANITARY SEWER MANHOLE
1 EXISTING FIRE HYDRANT
{ ----------- -- EXISTING CHAIN LINK FENCE
= = EXISTING BLOCK WALL
FLOW LINE
EXISTING CONTOUR LINE
{ 1 -(1315) -- -- EXISTING INDEX CONTOUR LINE
I i - CENTERLINE
i - - BOUNDARY LINE
I�
f
UTILITY COMPANIES STREET LIGHT LEGEND
SEWER - CITY OF FONTANA 909-350-6632 INDICATES 5800 LUMEN
I HPSV STREET LIGHT (70
{ RUBISH - BURRTEC WASTE 909-822-9739 WATT; #7) 25 FT
� ( �
4 FONTANA WATER - 909-822-2201 LUMINAIRE HEIGHT
SO. CAL EDISON - 1.-800-655-4555 INSTALL 16000 LUMEN
i HPSV STREET
s {i THE GAS COMPANY - 1-800-427-2200 LIGHT (150 WATT; #15)
{ 30 FT LUMINAIRE
� 4 i
PAC BELL - SBC - 909-811-2211 HEIGHT
{
a
f ADELPHIA - 800-538-4770
TRAFFIC CONTROL GENERAL NOTES
i
I II 1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH
THE CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF
I CALIFORNIA, DEPARTMENT OF TRANSPORTATION.
{ ,I 2. ALL STRIPING AND PAVEMENT PARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE
ui { { TYPE)
{ >
3. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE 111),
REFLECTIVE SHEETING EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE IIIA)
REFLECTIVE SHEETING.
�I
0 { I{ 4, SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STD. 303A &
{ i 303B.
P I �{ 5. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS,
a SHALL BE REMOVED BY CONTRACTOR, REMOVAL SHALL BE ACCOMPLISHED BY SAND
Z' = BLASTING, GRINDING, OR AS DIRECTED BY COUNTY REPRESENTATIVE.
--, I
6. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED, OR COVERED BY
` ;I! THE CONTRACTOR, RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE
PLANS OR AS DIRECTED BY COUNTY REPRESENTIVE
f 7, ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS,
I{{ IF REMOVED/ OBLITERATED, SHALL BE REPLACED/RESTORED OF SAME KIND, AND IN
{11 CONFORMANCE WITH THE CURRENT CONDITION OF THE TRAFFIC MANUAL PUBLISHED BY
I ! THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION.
{
4 11# 8. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE WITH
{ { I{I TRAFFIC DIVISION PERSONNEL FOR FINAL REVIEW (WALK THROUGH) AND APPROVAL OF
TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE.
Ij {
1 I 9. ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND WITH HIGH
INTENSITY (FHWA TYPE III) REFLECTIVE SHEETING. G
I
10. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT
{ { EDITION OF THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE
{ i WORK ZONES, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF
I I I TRANSPORTATION.
{ INDEX OF SHEETS
I f
SHEET No.(s) DESCRIPTION
{ 1 TITLE SHEET
{ 3 2 FRANKFORT AVENUE
3 LOCUST AVENUE
4 LOCUST AVENUE
I
I +
{ I I
I ! #
I{
I I
VICINITY MAP
N.T.S.
THE THOMAS GUIDE S.B. CO PG 605
DESCRIPTION
REMOVE EXISTING ASPHALT AND CONSTRUCT 6.5" AC PAVEMENT
OVER 12" MINIMUM OF 95% COMPACTED NATIVE SUBGRADE PER
CITY OF FONTANA STD. PLAN NO. 1000
QUANTITIES
704 SF
SHOULD THE CONSTRUCTION OF THE I CITY OF FONTANA, CALIFORNIA
REQUIRED IMPROVEMENTS NOT �i�CCORD
COMMENCE WITHIN TWO YEARS OF �� STREET IMPROVEMENTS
THE DATE OF APPROVAL SHOWN 'DRAW) /J (V
HEREON AND CARRIED FORTH IN A DRAWN BY:
DILIGENT MANNER, THE CITY NLT
ENGINEER MAY REQUIRE REVISIONS DESIGN BY:
TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND NLT
STANDARDS IN EFFECT. CHECKED BY,
WMRJ Ota
"THE FOOTHILLS", TRACT 2183
_ TITS EE
APPROVED �D •� `�
ENGINEER E NO. 51152
SCALE -
1 ": 40'
DATE:
6 OCT 05
DWG. N0. 1
3908
5
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NO, 57580
EXP. 12-31-2005
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• LAND PLANNING
c M CIVIL ENG/NEER/NG
• GEOMA TIC ENG/NEER/NG
ENOUNEERUNQ •OPS &ROBOTIC SURVEY/NG
• CYRAX 3-D LASER SCANNING
GHOuP
2001 E. FINANCIAL WAY ST 4, GLENDOF�A, CA 91741
PHONE: (626) 914-5788 FAX: ( 914-5757 WEB: www.megi.bz
TITLE SHEET OF STREET IMPROVEMENTS
F O R
FRANKFORT AVENUE
AND
LOCUST AVENUE FROM FOOTHILL BLVD, TO BARBEE ST.
/�
RECORD DRAWINGS
REVISIONS ON FRANKFORT AYE.
REVISION DESCRIPTION
5261
7/1610 �•�
DATE ENGR.
CI
�(
�
DATE
/1`
REV.
WILLIAM M. RAYMON R.C.E. 57580 EXP. 12/31/2005
NG NATURAL GRADE
TC TOP OF CURB AT FACE OF CURB
EP EDGE OF PAVEMENT
FS FINISH SURFACE
FG FINISH GRADE
FL FLOW LINE
FF FINISH FLOOR
HP HIGH POINT
i EX EXISTING 40 0 40 80 120
I R/W RIGHT OF WAY
I { PL PROPERTY LINE
{ { CL CENTERLINE
{ LEGEND Scale 1 = 40'
- EXISTING GUY WIRE
EXISTING POWER POLE
I1 EXISTING WATER VALVE
{ {S EXISTING SANITARY SEWER MANHOLE
1 EXISTING FIRE HYDRANT
{ ----------- -- EXISTING CHAIN LINK FENCE
= = EXISTING BLOCK WALL
FLOW LINE
EXISTING CONTOUR LINE
{ 1 -(1315) -- -- EXISTING INDEX CONTOUR LINE
I i - CENTERLINE
i - - BOUNDARY LINE
I�
f
UTILITY COMPANIES STREET LIGHT LEGEND
SEWER - CITY OF FONTANA 909-350-6632 INDICATES 5800 LUMEN
I HPSV STREET LIGHT (70
{ RUBISH - BURRTEC WASTE 909-822-9739 WATT; #7) 25 FT
� ( �
4 FONTANA WATER - 909-822-2201 LUMINAIRE HEIGHT
SO. CAL EDISON - 1.-800-655-4555 INSTALL 16000 LUMEN
i HPSV STREET
s {i THE GAS COMPANY - 1-800-427-2200 LIGHT (150 WATT; #15)
{ 30 FT LUMINAIRE
� 4 i
PAC BELL - SBC - 909-811-2211 HEIGHT
{
a
f ADELPHIA - 800-538-4770
TRAFFIC CONTROL GENERAL NOTES
i
I II 1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH
THE CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF
I CALIFORNIA, DEPARTMENT OF TRANSPORTATION.
{ ,I 2. ALL STRIPING AND PAVEMENT PARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE
ui { { TYPE)
{ >
3. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE 111),
REFLECTIVE SHEETING EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE IIIA)
REFLECTIVE SHEETING.
�I
0 { I{ 4, SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STD. 303A &
{ i 303B.
P I �{ 5. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS,
a SHALL BE REMOVED BY CONTRACTOR, REMOVAL SHALL BE ACCOMPLISHED BY SAND
Z' = BLASTING, GRINDING, OR AS DIRECTED BY COUNTY REPRESENTATIVE.
--, I
6. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED, OR COVERED BY
` ;I! THE CONTRACTOR, RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE
PLANS OR AS DIRECTED BY COUNTY REPRESENTIVE
f 7, ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS,
I{{ IF REMOVED/ OBLITERATED, SHALL BE REPLACED/RESTORED OF SAME KIND, AND IN
{11 CONFORMANCE WITH THE CURRENT CONDITION OF THE TRAFFIC MANUAL PUBLISHED BY
I ! THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION.
{
4 11# 8. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE WITH
{ { I{I TRAFFIC DIVISION PERSONNEL FOR FINAL REVIEW (WALK THROUGH) AND APPROVAL OF
TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE.
Ij {
1 I 9. ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND WITH HIGH
INTENSITY (FHWA TYPE III) REFLECTIVE SHEETING. G
I
10. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT
{ { EDITION OF THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE
{ i WORK ZONES, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF
I I I TRANSPORTATION.
{ INDEX OF SHEETS
I f
SHEET No.(s) DESCRIPTION
{ 1 TITLE SHEET
{ 3 2 FRANKFORT AVENUE
3 LOCUST AVENUE
4 LOCUST AVENUE
I
I +
{ I I
I ! #
I{
I I
VICINITY MAP
N.T.S.
THE THOMAS GUIDE S.B. CO PG 605
DESCRIPTION
REMOVE EXISTING ASPHALT AND CONSTRUCT 6.5" AC PAVEMENT
OVER 12" MINIMUM OF 95% COMPACTED NATIVE SUBGRADE PER
CITY OF FONTANA STD. PLAN NO. 1000
QUANTITIES
704 SF
SHOULD THE CONSTRUCTION OF THE I CITY OF FONTANA, CALIFORNIA
REQUIRED IMPROVEMENTS NOT �i�CCORD
COMMENCE WITHIN TWO YEARS OF �� STREET IMPROVEMENTS
THE DATE OF APPROVAL SHOWN 'DRAW) /J (V
HEREON AND CARRIED FORTH IN A DRAWN BY:
DILIGENT MANNER, THE CITY NLT
ENGINEER MAY REQUIRE REVISIONS DESIGN BY:
TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND NLT
STANDARDS IN EFFECT. CHECKED BY,
WMRJ Ota
"THE FOOTHILLS", TRACT 2183
_ TITS EE
APPROVED �D •� `�
ENGINEER E NO. 51152
SCALE -
1 ": 40'
DATE:
6 OCT 05
DWG. N0. 1
3908
5