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INDEX OF SHEETS
SHEET No. DESCRIPTION
1 117LE SHEET
2-7 TYPICAL SECTIONS & DETAILS
8-18 STREET PLAN & PROFILE
19A -19B LOCAL DEPRESSIONS
20-21 STRUCTURAL DETAILS
22-25 DRAINAGE PLAN
26-29 SIGNING/STRIPING PLANS
30-32 TRAFFIC DETOUR AND STAGING
33-36 UTIUTY COMPOSITE PLAN
37-45 CROSS SECTIONS
CITY OF FONTANA
GENERAL NOTES
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO
THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD
SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA.
REFER TO DEFINITIONS AND TERMS IN CITY STANDARD
SPECIFICATIONS, DATED 1975, AND ANY REVISION THEREAFTER.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM CITY OF FONTANA
PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN
THE CITY LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE
OTHERWISE NOTED.
4. CURB DATA REFERS TO THE FACE OF THE CURB.
5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH
TO ALL ADJOINING CURBS AND SIDEWALKS.
6. ACTUAL THICKNESS OF A. C. PAVEMENT AND/OR BASE COURSE MATERIAL
FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A
GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF
FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
7. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT
TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST
TAKEN AFTER COMPLETION OF ROUGH GRADING.
8. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE
SITE, THE CITY ENGINEER MAY REQUIRED TEMPORARY GUNITE SWALES,
ENTERING OR LEAVING IMPROVEMENTS
9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
THE STREETS.
10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
11. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE
OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION
STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED
WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION,
SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE
CONSTRUCTION BEGINS.
12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE
CONSTRUCTED 150mm BELOW FINISHED GRADE BY SEWER CONTRACTOR AND
SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION
OF PAVING.
13. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 150mm BELOW
FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE
BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
14. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD
DETAIL 129.
15. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL
UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO
GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE,
LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED
WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC.
16. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
CITY OF FONTANA.
17. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH
THE CITY OF FONTANA STANDARD DETAILS.
18. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE
SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL
IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE
OWNER'S REPRESENTATIVE.
19. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT.
20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL
HAVE BEEN PLACED, INSPECTED AND APPROVED.
21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO
WORKING AROUND THEIR FACILITIES.
22. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER.
23. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF
THE CITY ENGINEER.
24. BACKFILL MATERIALS SHALL BE VERIFIED BY SOILS ENGINEER AND
APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING
OF ANY PERMANENT PAVEMENT.
25. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS
REQUIRED BY THE CITY ENGINEER.
26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE.
N
Q
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PROJECT PLANS FOR PHASE I CONSTRUCTION ON
FOOTHILL BOULEVARD (STATE ROUTE 66)
WIDENING OF NORTHERN SIDE
FROM EAST AVENUE TO CHERRY AVENUE
CITY OF FONTANA
CMAM"S GENERAL NOTES
a) AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY
BEGIN IN OR NEAR THE STATE RIGHT OF WAY.
b) ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO
THE LATEST STATE STANDARD PLANS & SPECIFICATIONS OR AS
DIRECTED BY THE STATE'S REPRESENTATIVE (STANDARDS OTHER
THAN STATE MUST BE PRE -APPROVED AND JUSTIFIED).
C) NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT
OF WAY.
d) ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE
TREATED FOR EROSION CONTROL (HYDROSEEDING OR EQUIVALENT,
OR AS DIRECTED BY THE STATE'S REPRESENTATIVE). THE
RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT BE
RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE
CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF CALTRANS
CLEANING ANY DRAINAGE STRUCTURE/CHANNELS WHICH HAVE
BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF,
OR CAUSED BY, THE CONSTRUCTION PROJECT. HYDROSEED MAY BE
"DWARF SESCUE MIX" OR AS DIRECTED BY THE ENGINEER.
e) THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF WAY
IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION WILL
BE DESIGNED BY A SOIL ENGINEER AFTER NATIVE SOIL TESTING
HAS BEEN COMPLETED. A TRAFFIC INDEX (TI) OF 11 SHALL BE
USED IN THE DESIGN OF THE TRAVELLED WAY, AND A TI OF 7
SHALL BE USED FOR THE SHOULDER DESIGN. THE LABORATORY
REPORTS AND THE DESIGN CALCULATIONS SHALL BE SUBMITTED TO
THE STATE'S REPRESENTATIVE FOR APPROVAL PRIOR TO
CONSTRUCTION OF THE STRUCTURAL SECTION.
f) ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY
CLEANED OF DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR TO
MAKING THE CONNECTION.
9) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY
STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY
AFFECTED BY THE CONTRACTORS OPERATION SHALL BE CLEAN AND
OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK
BY THE STATE. ADEQUATE CLEAN -OUTS AND ACCESS OPENINGS
SHALL BE PROVIDED IN ANY CONTRUCTION WITHIN THE STATE'S
RIGHT OF WAY FOR FUTURE MAINTENANCE AND REPAIR WORK AS
NEEDED. THIS WORK SHALL BE FURNISHED AT NO COST TO THE STATE.
h) WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE
PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO
BUSINESS AND PROFESSIONS CODE. SECTIONS 8700 TO 8500 (LAND
SURVEYOR'S ACT).
i) THE PAVEMENT MUST BE SAW -CUT 0.6m MINIMUM FROM THE EDGE OF
PAVEMENT. THE SAW -CUTS MUST BE PERPENDICULAR OR PARALLEL
TO THE STATE HIGHWAY CENTERLINE.
j) ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN
CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC
MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT
OF TRANSPORTATION, AND THE SPECIAL PROVISIONS. ALL
PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE
NOTED.
k) THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE
FIELD BY THE STATE'S REPRESENTATIVE.
1) ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN
ON THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY
WET SANDBLASTING BY THE CONTRACTOR.
m) ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED
BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED
AS SPECIFIED ON THE PLANS OR AS DETERMINED IN THE FIELD BY
THE STATE'S REPRESENTATIVE.
n) ALL SIGNS, ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE
PROTECTED AND/OR REPLACED IN KIND ACCORDING TO THE CURRENT
STATE STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO
COST TO THE STATE.
o) WORK SHALL NOT COMMENCE UNTIL THE STORM DRAIN, SEWER AND
WATER PROJECTS HAVE BEEN COMPLETED.
MOM
O STREET PLAN &PROFILE p
1-1
g U 9 10
STRIPING PLANS
The Contractor shall possess the Class (or.--Cl-asses) of license
as specified in the "Notice to Contractors".
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
AGENCY OR THE ENGINEER.
UMERGROUM UTU=S & STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION
OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
"CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE
RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF
THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND
MUST BE APPROVED BY THE PREPARER OF THESE PLANS."
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FUTURE ITV PROJECT
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REGIONAL SITE
ANCHO =
PARK U AMO FOOTHILL BLVD.
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COUNTY OF SAN
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VICINITY MAP
N.T.S.
BENCH MARK:
CHISELED 'Y' N.E. CORNER OF
ABUTMENT AT FOOTHILL BLVD.
AND EAST AVE.
#67-5 ELEV. 364.395m
(1195.52ft)
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BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON
FOOTHILL BOULEVARD (ROUTE 66) AS SHOWN
ON THE RECORD OF SURVEY RECORDED ON
JANUARY 17, 1986, BOOK N0. 50 PAGES 52 TO 62
OF RECORDS OF SURVEY SAN BERNARDINO COUNTY
RECORDER BEING NORTH 89' 48' 09" WEST AND
BEING THE SOUTH SIDE OF SECTION 2, TOWNSHIP 1
SOUTH, RANGE 6 WEST, IN THE COUNTY OF SAN
BERNARDINO, STATE OF CALIFORNIA.
DIST
STREET
CONSTRUCTION NOTES
KILOMETER POST
TOTAL PROJECT
1a -CONSTRUCT
CALTRANS STD. A87 CURB & GUTTER TYPE A2-200.
2
CONCRETE SIDEWALK PER LANDSCAPE PLANS (N.A.P.)
66
3�
CONSTRUCT CALTRANS STD. NSP A88A CURB RAMP CASE E.
45
04
SAWCUT 0.609m [2'] FROM EXIST. EDGE OF PAVEMENT
@--PROTECT BFPD IN PLACE
5a -CONSTRUCT
VARIABLE PAVEMENT THICKNESS AC OVERLAY
6
CONSTRUCT 0.195m [7.7"] AC OVER
0.165m [6.5"] AB
7O -CONSTRUCT
CALTRANS STD. A87 DRIVEWAY, CASE A
8
STREET LIGHT 22,000 LUMENS H.P.S.V. (BY S.C.E.)
45 PROTECT ELECTRICAL PULL BOX IN PLACE
@>-REMOVE
EXISTING WOOD BARRIER
@10
CONSTRUCT BUS BAY PER DETAIL ON SHEET 2.
11
ADJUST TO GRADE EXIST. WATER VALVE BOX AND COVER
12
GRIND EXISTING AC PAVEMENT TO PROVIDE 25mm [11"]
MINIMUM AC OVERLAY (REFER TO DET. "A" ON SHEET 2)
@)=-CONSTRUCT DRAINAGE INLET TYPE OS PER CALTRANS
@-REPLACE
AC PAVEMENT PER APWA STD. PLAN NO. 133-1
G14REMOVE
EXISTING CURB AND GUTTER
&-RELOCATE
EXIST. FIRE HYDRANT (AS SHOWN)
16
REMOVE/RELOCATE EXIST. PVC
&-RELOCATE
EXIST. WATER METER (AS SHOWN)
STANDARD PLAN NO. D72; CURB OPENING L PER PLAN
@18
REMOVE EXISTING PAVEMENT
&-REMOVE
EXIST. STREET LIGHT
20
NOT USED
21
RELOCATE EXISTING GUY POLE AND ANCHOR (BY OTHERS)
22
NOT USED
CALTRANS STANDARD PLAN NO. D78
-�
1O
`' 23
PAINT PVMNT MARKING WORDS PER CALTRANS STD. PLAN
_� y
NO. A24D AND A24E. WORDS PER' PLAN
24 NOT USED
@-NOT
USED
26
NOT USED
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(27) --NOT
USED
53 PLUG CULVERT INLET w/ BRICK & MORTAR SEAL
@28
NOT USED
29
NOT USED
@)-L--CONSTRUCT
GUTTER DEPRESSION FOR OS & OL
SEE PROFILE FOR D LOAD
INLET IN SAG PER STD. PLAN NO. D78.
&_-SAW
CUT EXISTING PAVEMENT
@-CONSTRUCT 610mm [24"] RCP STORM DRAIN LATERAL;
@=-CONSTRUCT
CURB TYPE Al -150 PER CALTRANS
STANDARD PLAN NO. A87
0
@_RELOCATE
EXISTING SIGN.
34
CONSTRUCT 300 mm (12") FULL DEPTH AC PAVEMENT.
-o O
@5) -CONSTRUCT
19mm THICK OPEN GRADED AC CAP
@--CONSTRUCT RIVER ROCK MEDIAN FINISH PER CITY OF
O
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06
36
INSTALL 150mm (6") PVC SCH 40 CONDUIT SLEEVE
Ll!
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@-RELOCATE
& ADJUST TO GRADE EXISTING WATER RISER,
1.000m [3.28'] BACK OF CURB
DIST
COUNTY
ROUTE
KILOMETER POST
TOTAL PROJECT
SHEET
No
TOTAL
SHEETS
08
SBd
66
17.49/19.84
1
45
DEL NORTEK SISKIYOU MODOC
TRINITY SHASTA LASSEN
HU BOLDT
TEHAMA
PLUMAS
GLENN BUTTE S ERRA
ME DOCINO
COLUSA
LAKE �G LACER
EL DORADO
YOLO
S NOMA NAPLPIN
LAN
MA IN�\� P TUOLUMNE MONO
COSTA PC}J
SAN FRANCISCO A O
MARIPOS
SAN MA 0 SANTA
CLARA MERCED
SANTA RU
SA
RF7A11T FRESNO
INYO
MONTETULARE
REY
KINGS
SAN
LUIS
OBISPO KERN
SANTA
BARBARA LOS ANGELES
VENTURA
4 � .
LOCATION MA
0 GE
PROJECT
SITE
SAN BERNARDINO
RIVERSIDE
SAN DIEGO I IMPERIAL
The State of California or its officers or agents shall not be responsible for the accuracy
or completeness of electronic copies of this plan sheet.
38 ADJUST TO GRADE EXISTING MANHOLE
•
39 REMOVE EXIST. GUARD POST
40 PROTECT WM IN PLACE
@--PROTECT BFPD IN PLACE
P. t RI C
42 PROTECT P.I.V. IN PLACE
43 PROTECT FDC IN PLACE
44 PROTECT BOLLARDS IN PLACE
45 PROTECT ELECTRICAL PULL BOX IN PLACE
46 PROTECT EXIST. FH
@)-REMOVE EXIST. SD RISER
@)=-CONSTRUCT DRAINAGE INLET TYPE OS PER CALTRANS
STANDARD PLAN NO. D72; CURB OPENING L PER PLAN
@)-CONSTRUCT DRAINAGE INLET TYPE OL PER CALTRANS
STANDARD PLAN NO. D72; CURB OPENING L PER PLAN
&50 PROTECT IN PLACE
co m
51 CONSTRUCT GUTTER DEPRESSION, INLETS ON GRADE PER
CALTRANS STANDARD PLAN NO. D78
o co
52 CONSTRUCT SIDE DRAIN INSTALLATION CONNECTION PER
_� y
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT FILE
-
NO. S.P. 187A, SEE SHEET 2
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53 PLUG CULVERT INLET w/ BRICK & MORTAR SEAL
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54 CONSTRUCT 460mm 18" RCP STORM DRAIN LATERAL;
U 9
$
SEE PROFILE FOR D LOAD
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@-CONSTRUCT 610mm [24"] RCP STORM DRAIN LATERAL;
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SEE PROFILE FOR D LOAD
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56 REMOVE AND DISPOSE EXISTING TREES
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@--CONSTRUCT RIVER ROCK MEDIAN FINISH PER CITY OF
O
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06
FONTANA STANDARD DETAIL NO. 145
Ll!
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&__RELOCATE EXISTING STREET LIGHT
�' _
c AL2
59 CONSTRUCT CURB DEPRESSION PER DETAIL ON SHEET 2
c
&L -CONSTRUCT J.S. PIPE TO PIPE INLET PER APWA
9
v
STD. PLAN NO. 331-2
61SUPPLY AND INSTALL 760mm RCP; D -LOAD PER PLAN
@_INSTALL 2" WATER SERVICE CONNECTION & 2" METER
PER CUCAMONGA COUNTY WATER DISTRICT PER STD.
NO. 2A (IRRIGATION) DOUBLE CHECK BACKFLOW DEVICE
REQUIRED �� �� '�� �--�
63 CONST. J.S. PIPE TO PIPE PER APWA STD. PLAN NO. 332-1
64 CONSTRUCT DRAINAGE INLET TYPE G1 PER CALTRANS
PER STD. NO. D73 WITH TYPE 600-12X GRATE PER
CALTRANS STD. NO. D77B
@--CONSTRUCT REINF. CONCRE BLOCK WALL
SON
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ELIZER M. RUIZ
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Project E gineer Date
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No. 46158
Ir,
Registered Civil Engi-heer
Exp. 12-\31-2002
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NOTICE TO CONTRACTORS
THE EXISTING PAVEMENT FINISH SURFACE ELEVATIONS ALONG SR66
USED AS THE BASIS FOR THE DESIGN OF THIS PHASE OF WORK AND
SHOWN IN THESE PLANS ARE BASED ON THE FINISH SURFACE OF THE
ROAD PRIOR TO THE CONTRUC11ON OF 19mm (3/4") OPEN GRADED AC
AC OVERLAY CONDUCTED BY CALTRANS IN JUNE 2001.
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