HomeMy WebLinkAbout2947-1X
x
UJ
a
0
CITY O IF' FONTANA
GENERAL NOTES
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO
THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD
SPECIFICATIONS, COMMUNITY DEVELOPMENT AND PUBLIC WORKS DEP/jRTMENTS,
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 THE CITY OF FONTANA
COMMUNITY DEVELOPMENT AND PUBLIC WORKS DEPARTMENTS 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.
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PROJECT PLANS FOR PHASE I CONSTRUCTION ON
STATE HIGHWAY ROUTE 66 ( �OOTHI�� 3 VD 41
LANDSCAPING 0�
SROM EAST AV \ U E
CALTRANS GENERAL NOTES
CITY
7.
PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT
a)
AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY
IRRIGATION PLAN
TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST
LANDSCAPE
BEGIN IN OR NEAR THE STATE RIGHT OF WAY.
x
TAKEN AFTER COMPLETION OF ROUGH GRADING.
b)
ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO
CITY
LC -3
Q
THE LATEST STATE STANDARD PLANS & SPECIFICATIONS OR AS
8.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES
15 OF
DIRECTED BY THE STATE'S REPRESENTATIVE (STANDARDS OTHER
& VINES)
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE
w
THAN STATE MUST BE PRE -APPROVED AND JUSTIFIED).
FONTAN
SITE, THE CITY ENGINEER MAY REQUIRED TEMPORARY GUNITE SWALES,
w
NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT
S. PACIFIC
RAILROAD
ENTERING OR LEAVING IMPROVEMENTS
c)
LP-
w
M
LD -1
LANDSCAPE
OF WAY.
9.
ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
d)
ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE
MI
THE STREETS.
TREATED FOR EROSION CONTROL (HYDROSEEDING OR EQUIVALENT,
Q
OR AS DIRECTED BY THE STATE'S REPRESENTATIVE). THE
10.
ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
}
RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT BE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
OF
RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE
w
REGIONAL
CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF CALTRANS
11.
ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE
PROJECT
CLEANING ANY DRAINAGE STRUCTURE/CHANNELS WHICH HAVE
PARK CU
OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION
FOOTHILL BLVD.
BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF,
SITE
STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED
OR CAUSED BY, THE CONSTRUCTION PROJECT.
WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION,
COUNTY OF SAN
BERNARDINO
SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S
e )
THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF WAY
RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE
IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION WILL
CONSTRUCTION BEGINS.
BE DESIGNED BY A SOIL ENGINEER AFTER NATIVE SOIL TESTING
HAS BEEN COMPLETED. A TRAFFIC INDEX (TI) OF 11 SHALL BE
12.
ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE
USED IN THE DESIGN OF THE TRAVELLED WAY, AND A TI OF 7
CONSTRUCTED 150mm BELOW FINISHED GRADE BY SEWER CONTRACTOR AND
SHALL BE USED FOR THE SHOULDER DESIGN. THE LABORATORY
SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION
REPORTS AND THE DESIGN CALCULATIONS SHALL BE SUBMITTED TO
OF PAVING.
THE STATE'S REPRESENTATIVE FOR APPROVAL PRIOR TO
CONSTRUCTION OF THE STRUCTURAL SECTION.
13.
ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 150mm BELOW
f).
ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY
FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE
CLEANED OF DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR TO
BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
MAKING THE CONNECTION.
14.
REFER TO CITY -OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD
9)
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY
DETAIL 129.
STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY
AFFECTED BY THE CONTRACTORS OPERATION SHALL BE CLEAN AND
15.
THE CONTRACTOR(S) SHALL COORDINATE CONSTRUC110N WITH ALL
OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK
UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO
BY THE STATE. ADEQUATE CLEAN -OUTS AND ACCESS OPENINGS
GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE,
SHALL BE PROVIDED IN ANY CONTRUCTION WITHIN THE STATE'S
LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED
RIGHT OF WAY FOR FUTURE MAINTENANCE AND REPAIR WORK AS
WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC.
NEEDED. THIS WORK SHALL BE FURNISHED AT NO COST TO THE STATE.
16.
AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
h)
WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE
CITY OF FONTANA.
PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO
BUSINESS AND PROFESSIONS CODE. SECTIONS 8700 TO 8500 (LAND
17.
TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE
SURVEYOR'S ACT).
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH
THE CITY OF FONTANA STANDARD DETAILS.
i)
THE PAVEMENT MUST BE SAW -CUT .6m MINIMUM FROM THE EDGE OF
PAVEMENT. THE SAW -CUTS MUST BE PERPENDICULAR OR PARALLEL
18.
CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE
TO THE STATE HIGHWAY CENTERLINE.
SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL
j)
ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN
IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE
CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC
OWNER'S REPRESENTATIVE.
MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT
19.
STERILANT REQUIRED UNDER ALL A.C. PAVEMENT.
OF TRANSPORTATION, AND THE SPECIAL PROVISIONS. ALL
PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE
20.
NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL
NOTED.
HAVE BEEN PLACED, INSPECTED AND APPROVED.
k)
THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE
FIELD BY THE STATE'S REPRESENTATIVE.
21.
ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO
WORKING AROUND THEIR FACILITIES.
1)
ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN
ON THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY
22.
ALL BACKFJI--L COMPACTION TO BE CERTIFIED BY SOILS ENGINEER.
SANDBLASTING BY THE CONTRACTOR.
23.
ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF
m)
ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED
THE CITY ENGINEER.
BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED
AS SPECIFIED ON THE PLANS OR AS DETERMINED IN THE FIELD BY
24.
BACKFILL MATERIALS SHALL BE VERIFIED BY SOILS ENGINEER AND
THE STATE'S REPRESENTATIVE.
APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING
n)
ALL SIGNS, ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE
OF ANY PERMANENT PAVEMENT.
PROTECTED AND/OR REPLACED IN KIND ACCORDING TO THE CURRENT
STATE STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO
25.
CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS
REQUIRED BY THE CITY ENGINEER.
o)
WORK SHALL NOT COMMENCE UNTIL THE STORM DRAIN, SEWER AND
WATER PROJECTS HAVE BEEN COMPLETED.
26.
CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE.
COST TO THE STATE.
LG -1
LG -2
LC -1
LC -2
LI -1
LI -2
LP -1
LP -2
EAST
AVENUE
LP -4
MULBERRY
LP -5
BANANA
AVENUE
AVENUE
w
z 'L OOTH��L�`�R-66
--- -
o�
\IORTHER\I SIDE
TO CHERRY AVENUE
MONTANA
PRIVATE ENGINEER'S 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.
UNDERGROUND UTILITIES & 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."
�P �P
> G�. GP5
0
M Q Pte.
G
ARROW HIGHWAY
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)
LG -3
LC -3
LI -3
LP -3 CHERRY
LP -6 AVENUE
INDEX 01F' SHEETS
SHEET
No.
L-0
LG -1
IRRIGATION PLAN
LG -2
LANDSCAPE
LG -3
x
w
z
>
CITY
LC -3
Q
0
�
Q
15 OF
LI -3
& VINES)
LP -1
w
Q
FONTAN
LP -3
w
Q
o
S. PACIFIC
RAILROAD
w
BUS SHELTER PLANS & ELEVATIONS
LP-
w
M
LD -1
LANDSCAPE
BASE LINE
AV
LD -3
LANDSCAPE
BASE LINE AVE.
MI
LER AVE.
LD -6
Q
I TY
}
FUTURE
OF
w
REGIONAL
ANCHO
ROUTE 66
v
PROJECT
PARK CU
AMON
FOOTHILL BLVD.
SITE
COUNTY OF SAN
BERNARDINO
ARROW HIGHWAY
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)
LG -3
LC -3
LI -3
LP -3 CHERRY
LP -6 AVENUE
INDEX 01F' SHEETS
SHEET
No.
L-0
LG -1
IRRIGATION PLAN
LG -2
LANDSCAPE
LG -3
x
LC -1
PLANTING PLAN (TREES &
LC -2
LANDSCAPE
LC -3
GROUND COVERS)
LI -1
PLANTING PLAN (TREES &
LI -2
LANDSCAPE
LI -3
& VINES)
LP -1
PLANTING PLAN (SHRUBS
LP -2
LANDSCAPE
LP -3
& VINES)
LP -4
CONSTRUCTION DETAILS
LP -5
BUS SHELTER PLANS & ELEVATIONS
LP-
6
LD -1
LANDSCAPE
LD -2
LANDSCAPE
LD -3
LANDSCAPE
LD -4
LD -5
LD -6
DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 66 1'7.49/19.84 L-0 '22 1
DEL NORTE
SISKIYOU I MODOC
TRINITY SHASTA LASSEN
HU BOLDT
TEHAMA
PLUMAS
GLENN BUVE S ERRA
ME DOCINO
COLUSA
LAKE NG LACER
'A EL DORADO
YOLO
S NO MA NAPLPI N
LAN �JF�
MA IN CO P TUOLUMNE MJ0NO
COSTA PC�J
SAN FRANCISCO A O
CJS MARIPOS
SAN MAT 0 SANTA P�\�
CLARA MERCED
SANTA RU
S
BENIT FRESNO
TULARE
MONTEREY
KINGS
SAN
LUIS KERN
OBISPO
SANTA
BARBARA LOS ANGELES
VENTURA
DESCRIPTION LOCATION M Fpm
TITLE SHEET '
i�
LANDSCAPE GRADING PLAN
LANDSCAPE GRADING PLAN
LANDSCAPE GRADING PLAN
LANDSCAPE CONSTRUCTION PLAN
Iwo
I'
GE
PROJECT
SITE
SAN BERNARDINO
RIVERSIDE
SAN DIEGO IMPERIAL
LANDSCAPE CONSTRUCTION PLAN The State of California or its officers or agents shall not be responsible for the accuracy
LANDSCAPE CONSTRUCTION PLAN or completeness of electronic copies of this plan sheet.
LANDSCAPE
IRRIGATION PLAN
LANDSCAPE
IRRIGATION PLAN
Q
LANDSCAPE
IRRIGATION PLAN
x
LANDSCAPE
PLANTING PLAN (TREES &
GROUND COVERS)
LANDSCAPE
PLANTING PLAN (TREES &
GROUND COVERS)
LANDSCAPE
PLANTING PLAN (TREES &
GROUND COVERS)
LANDSCAPE
PLANTING PLAN (SHRUBS
& VINES)
LANDSCAPE
PLANTING PLAN (SHRUBS
& VINES)
LANDSCAPE
PLANTING PLAN (SHRUBS
& VINES)
GRADING &
CONSTRUCTION DETAILS
BUS SHELTER PLANS & ELEVATIONS
BUS SHELTER DETAILS
LANDSCAPE
IRRIGATION LEGEND & DETAILS
LANDSCAPE
PLANTING LEGEND & DETAILS
LANDSCAPE
DETAILS FOR MANHOLE ACCESS
BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON
FOOTHILL BOULEVARD (ROUTE 66) AS SHOWN
N ON THE RECORD OF SURVEY 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 BERNADINO,
STATE OF CALIFORNIA.
w ------------_- �- - --- - - - - -_= _- -- -r� -- I I I '- I I� ISI- —>- , ; �I i -
0p 1 I 1 I �r �I �I I I I I I I I I I
X COTT N WOOD CAL/ BASH AL OND
1AV UE AVENUE AVENUE AVENUE I FC-)FNn
z The Contractor shall possess the Class (or Classes) of license
w
w as specified in the "Notice to Contractors".
0
FORM DC -OE -93 -PF (REV. 3/88)
INDEX MAP
1: 60m
FOR REDUCED PLANS ORIGINAL
g(`01 P' IC INI KAII I IAAP7P Pq
SHEET NUMBERS
0 20 40 60 80
1 I I I I I I I
100% PLANS
USERNAME => USER
nrN FII F --> IRFC)IJFST
12EGORD DRAW_�r1C�5_
/JJtt� 4 3%3
etric
�ANDSLd
Cn
Cgp
y 0
o
MICHAEL T. HARADA o m
m
Project Director Date No. 3848 -+ N
1-11
Registered Landscape Ar hitect Exp. 11-30-02
s
0100
Ld
OF
o4
P
an Ap p ro a l Date.� 0o m
�i
W w 3i�a ya CD
CD
CDlipC
xP• to Z C
-9�� OQ►�`P o
�jc
Contract No. c
C
Cu EA 317901����'�
w
Q
x
af
w
w
Z
z The Contractor shall possess the Class (or Classes) of license
w
w as specified in the "Notice to Contractors".
0
FORM DC -OE -93 -PF (REV. 3/88)
INDEX MAP
1: 60m
FOR REDUCED PLANS ORIGINAL
g(`01 P' IC INI KAII I IAAP7P Pq
SHEET NUMBERS
0 20 40 60 80
1 I I I I I I I
100% PLANS
USERNAME => USER
nrN FII F --> IRFC)IJFST
12EGORD DRAW_�r1C�5_
/JJtt� 4 3%3
etric
�ANDSLd
Cn
Cgp
y 0
o
MICHAEL T. HARADA o m
m
Project Director Date No. 3848 -+ N
1-11
Registered Landscape Ar hitect Exp. 11-30-02
s
0100
Ld
OF
o4
P
an Ap p ro a l Date.� 0o m
�i
W w 3i�a ya CD
CD
CDlipC
xP• to Z C
-9�� OQ►�`P o
�jc
Contract No. c
C
Cu EA 317901����'�