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LEGEND
GENERAL NOTES
COUNTY BENCH MARK
T.C.
TOP OF CONCRETE CURB
1.
ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR
13-38, RAILROAD SPIKE NORTH FACE GUY POLE SOUTHEST CORNER SLOVER
F.S.
FINISHED CONCRETE SURFACE
PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND
AVENUE AND CATAWBA AVENUE.
A.C.
ASPHALTIC CEMENT PAVEMENT
STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
.ELEVATION = 1060.73
F.L.
FLOW LINE
2.
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
CITY OF FONTANA
REFERENCE: COUNTY STREET PLAN NO. 240300 FOR PARCEL
MAP NO. 5352
F.G.
FINISHED GRADE OF DIRT
CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR
RESOLUTION.
F. F.
FINISHED FLOOR OF BUILDING
B.S.
BACK OF SIDEWALK
3.
ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF "THE CITY ENGINEER.
SAN'BERNARDINO
E.G.
U
4.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY
7
UTILITY CONTACTS
DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK.
O
ELECTRICAL
E.P.
EDGE OF A.C. PAVEMENT
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR
SACRAMENTO
SOUTHERN CALIFORNIA EDISON COMPANY MR. FRAN STEWART
G.B.
GRADE BREAK
TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
FONTANA DIVISION CUSTOMER SERVICE PLANNER
7951 REDWOOD AVENUE (909) 357-6223
H.P.
HIGH POINT
5.
THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS
CONSTRUCTION PLAN
SAN FRANCISCO
FONTANA, CA. 92336
T.B.
TOP OF BERM
AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS
NATURAL GAS
OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
INV.
INVERT
THE GAS COMPANY MARIA ISABEL AYALA
fi.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
UPLAND REGION-FONTANA BASE FIELD PLANNING ASSOCIATE
R
PROPERTY LINE
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
16231AA L Y 92335 BOULEVARD (909) 428-8407
FONTAN7.
CL
CENTER LINE
THE CONTRACTOR SHALL OBTAIN A -PERMIT TO PERFORM EXCAVATION OR TRENCH WORKSTREET
IMPROVEMENTS
PROJECT
CABLE TELEVISION
T.W.
TOP OF WALL
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF
GENERAL
COMCAST CABLEVISION PAUL CYR
T.R.W.
TOP OF RETAINING WALL
INDUSTRIAL SAFETY.
LOCATION
SAN BERNARDINO
1205 DUPONT STREET CONSTRUCTION TECHNICIAN
T.F.
TOP OF FOOTING
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
CITRUS AVENUE FROM 420 FEET TO 1561 FEET
COUNTY
LOS
ONTARIO, CA. 91761 (909) 390-4777 EXT. 3342
TELEPHONE
TOG
TOP OF DRAIN BOX GRATE
PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE
ANGELES
O
FONTANA
PACIFIC BELL JANE BLASHINGHAM
OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN
EDGE OF A.C. PAVEMENT
THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
NORTH OF SANTA ANA AVENUEANAHEIM,
3939 EAST CORONADO STREET B.I.C. ENGINEER
CA. 92807 (714) 666-5496
• ' • •
FINISHED CONCRETE SURFACE
9.
NO MATERIA_ L OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT
E-MAIL jb9629@msg.pacbell.com
� 9 P
CONCENTRATED FLOW LINE
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
•
SAN DIEGO
DOMESTIC WATER
--�'`-
SHEET FLOW DRAINAGE
10.
THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMA-
FONTANA WATER COMPANY NORMA BROKAW
TION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE,
8440 NUEVO AVENUE SECRETARY
(42.20)
EXISTING ELEVATION
IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO
P.O. BOX 987 (909) 822-2201 EXT. 308
- X642} -
EXISTING CONTOUR ELEVATION
EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL
FONTANA, CA. 92335
CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS
�
STREET CONSTRUCTION NOTES AND QUANTITIES
42.20 PROPOSED CONTOUR ELEVATION
BEFORE EXCAVATION.
DOMESTIC WATER
SAN GABRIEL VALLEY WATER COMPANY JACK SWE
--642-
PROPOSED CONTOUR ELEVATION
11.
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES
11142 GARVEY AVENUE SENIOR ENGINEER
P.O. BOX 6010 (626) 448-6183 EXT. 306
INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LAND-
I.D.
INSIDE DIAMETER
SCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM
ITEM
DESCRIPTION
QTY
UNIT
EL MONTE, CA. 91734-2010 FAX (626) 582-1571
O.D.
OUTSIDE DIAMETER
DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO
SANITARY SEWER
WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
CITY OF FONTANA CARLOS NAVARRO
G
GAS MAIN
O
CONSTRUCT 8" CONCRETE CURB &GUTTER OVER 6" A.B. PER CITY OF FONTANA STD. PLAN NO. 1003.
390
L.F.
pUBLiC WORKS -ENGINEERING ASSOCIATE ENGINEER
12.
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES.
8353 SIERRA AVENUE (909) 350-6632
W
WATER MAIN
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE
CONSTRUCT 6.5" THICK A.C. PAVEMENT OVER 4" THICK A.B. OVER 12" THICK COMPACTED NATIVE SOIL.
27,750
S.F.
FONTANA, CA. 92335
OPERATION AND WATER REQUIREMENTS.
S
SANITARY SEWER
E
UNDERGROUND ELECTRICAL CONDUIT
13.
CURVE DATA REFERS -TO THE FACE OF CURB.
CONSTRUCT 6" THICK CONCRETE MODIFIED COMMERCIAL DRIVEWAY ENTRANCE OVER 4" THICK
3,200
S.F.
95% COMPACTED CLASS 2 CRUSHED AGGREGATE BASE PER CITY OF FONTANA STD. DETAIL 102-C.
CITY OF FONTANA CARLOS NAVARRO
T
UNDERGROUND TELEPHONE CONDUIT
14.
STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
RETURN RADIUS=35' (W PER THIS PLAN).
PUBLIC WORKS -ENGINEERING ASSOCIATE ENGINEER
4
CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF FONTANA STD. DETAIL 105-A (WIDTH
3,850
S.F.
SD STORM DRAIN
/r
-
8353 SIERRA AVENUE (909) 350-6632
FONTANA, CA. 92335
15.
ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE
I P�
��
PER THIS PLAN -8 WIDE FROM CURB FACE ON CITRUS AVENUE).
THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTORw
SAWCUT & REMOVE EXISTING A.C. PAVEMENT.
12,750
S.F.
CTV UNDERGROUND CABLE TELEVISION
SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION
I �R�o
CONDUIT
CONTROL STAKING DURING CONSTRUCTION.
RD.
I F
CITY OF FONTANA CLYDE STEWAERT
TRAFFIC DIVISION DEPUTY CITY ENGINEER/TRAFFIC
TSC
TRAFFIC SIGNAL CONDUIT
16.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES
��`'" ��,
RANCHO
6
REMOVE EXISTING A.C. BERM.
625
L.F.
8353 SIERRA AVENUE (909) 350-6600
SLC
STREET LIGHT CONDUIT
OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
CUCAMONGAAVE. SUMMIT AVE. a Q RIALTO
FONTANA, CA. 92335
7�
SAWCUT & REMOVE EXISTING CONCRETE CURB AND GUTTER.
20
L.F.
FOC
UNDERGROUND FIBER OPTIC CABLE
17.
REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONU-oc
I
�`�� W
`
"WARNING"
W. V.
WATER VALVE
MENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL
Q�
REMOVE EXISTING MARKERS.
3
EA.
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED
N
W. M.
WATER METER
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
HIGHLAND
I
a a a a
9
INSTALL UNDERGROUND STREET LIGHT CONDUIT AND PULL BOXES TO GRADE PER CITY OF FONTANA
680
L.F.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR
F.H.
FIRE HYDRANT
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
ALNu Sr. FONTANA Sr. W W
AND EDISON COMPANY STANDARDS.
S DS.
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
SPRR L) a
RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
G.M.
GAS METER
18.
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT
BASELINE AVE.< o
10
REMOVE EXISTING 5' TALL BARBED WIRE FENCE.
660
L.F.
EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
S.M.H.
SANITARY SEWER MANHOLE
ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILTY
11
EXISTING POWER POLE #61297 AND TRANSFORMER TO BE RELOCATED BY THE
1
EA.
CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
EDISON COMPANY APPROXIMATELY 35' SOUTH.
FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE
P.P./T.P.
POWER POLE/TELEPHONE POLE
41�w
12
INSTALL UNDERGROUND CONDUIT PULL BOXES AND VAULTS AS REQUIRED FOR THE EDISON COMPANY
697
L.F.
S.L. STREET LIGHT
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST
CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
FooTHILL BLVD.
SPRR
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
I ARROW ROUTE BLVD.
PACIFIC BELL AND COMCAST CABLEVISION TO PULL THEIR NEW WIRING BETWEEN STATIONS
43+90 AND 50+87.
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
C.O.
CLEANOUT
20.
ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES
AT & SF RR
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
13
THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE 30' TALL MARBLELITE POLE 22,000
5
EA.
I.P. IRON PIPE
EXCEED 25 MILES PER HOUR.
AT & SF RR MERRILL AVE.
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT
L.P.
LAMP POST
21.
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL MUD SILT OR DEBRIS
__&WLA P AVE
Nj PROJECT
' '
LUMEN HIGH PRESSURE SODIUM VAPOR LUMINAIRE WITH COBRA HEAD CUTOFF STREET LIGHT WITH
THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER
REAL OR ALLEGED IN
AND THE ENGINEER HARMLESS FROM ANY AND ALS. LIABILITY, ,
TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY
SAN BERNARDINO a < A� LOCATION
EDISON COMPANY. THE CONTRACTOR SHALL INSTALL ALL CONDUIT AND PULL BOXES PER EDISION
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
S. D. M. H.
STORM DRAIN MANHOLE
DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
a
COMPANY APPROVED PLANS AND SPECIFICATIONS.
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
14
EXISTING POWER POLE AND OVERHEAD 12 kv ELECTRIC LINES, TO BE REMOVED BY THE EDISON COMPANY.
4
EA.
R.C.P. REINFORCED CONCRETE PIPE
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY
Y vAt s
C.L.F.
CHAIN LINK FENCE
INSPECTOR.
1- o FREEWAY' AVE.<
co
PT o Sl
THE OVERHEAD TELEPHONE LINES AND CABLE TELEVISION LIKES WILL BE REMOVED BY THEIR
INDEX OF SHEETS
8
RESPECTIVE UTILITY COMPANIES.
I.C.V.
IRRIGATION CONTROL VALVE
23.
A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO
sANTA ANA AVE.
Ix
SHEET 1 of 3 - TITLE SHEET
OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE
o I Z
15
ADJUST SEWER MANHOLE LID TO GRADE PER CITY OF FONTANA STANDARD DETAIL 112.
2
EA.
I.C.B.
IRRIGATION CONTROL BOX
WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
Q3 w JURUPA = AVE
W w16
SHEET 2 of 3 - PLAN AND PROFILE CITRUS AVENUE
FROM STATION 41+64 TO STATION 48+00
REMOVE EXISTING SEWER PLUG AT THE END OF THE EXISTING SEWER MAIN ANDINSTALL 8" DIAMETER
G.P.
GUARD POST
23
L.F.
24.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING
0 1
EXTRA STRENGTH V.C.P. SEWER PIPE PER CITY STANDARDS.
3 3
W.I.F.
WROUGHT IRON FENCE
STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRESHEET
TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
_t/----- _ SAN BERNARDINO COUNT _ _ _
of - PLAN AND PROFILE CITRUS AVENUE
FROM STATION 48+00 TO 53+05
17
REMOVE CONCRETE BULKHEAD AT THE END OF THE EXISTING STORM DRAIN PIPE AND INSTALL 30" DIAMETER
22
L.F.
R.O.H.
BUILDING ROOF OVERHANG
RIVERSIDE COUNTY LEGEND
RCP (2000D) STORM DRAIN PIPE PER CITY STANDARDS.
T.S.P.
TRAFFIC SIGNAL POLE
25.
LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE
TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD
- - - - CITY OF FONTANA'S SPHERE OF INFLUENCE
18
REMOVE EXISTING DOUBLE YELLOW STRIPE LINE ON STREET CENTERLINE BETWEEN STATIONS 41+64
1,141
L.F.
P.B.
PULL BOX
DETAILS.
®00' INCORPORATED CITY
AND 53+05.
U.S.A. NOTE
19
PAINT TYPE IV (L) ARROW PAVEMENT MARKING PER CAL TRANS STANDARD PLAN A24A.
4
EA.
P.A. LANDSCAPED PLANTER AREA
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADECOLOR AND FINISH TO
,MATCH
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT, 1-800-227-2600
T.P.B.
TELEPHONE PULL BOX
EXISTING CONCRETE.
VICINITY MAP
48 HOURS IN ADVANCE OF COMMENCEMENT OF CONSTRUCTION, FOR EXISTING
UTILITY LOCATION.
20
STRIPE TWO-WAY LEFT TURN LANE PER CAL TRANS DETAIL 31.
400
L.F.
27.
THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
T.M.H.
TELEPHONE MANHOLE
21
STRIPE DOUBLE YELLOW LINE PER CAL TRANS DETAIL 21.
1,365
L.F.
LOCATION OF THE SEWER LATERAL.
E.P.B.
ELECTRIC PULL BOX
28.
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN
22
STRIPE 4" WIDE SOLID WHITE LINE PER CAL TRANS STANDARDS.
T.S.P.B.
TRAFFIC SIGNAL PULL BOX
PLACED, INSPECTED AND APPROVED.
300
L.F.
T.S. PED.
TRAFFIC SIGNAL PEDESTAL
29.
ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO
23
REMOVE EXISTING TREE AND ITS ROOT STRUCTURE.
2
EA.
B.F.
BACKFLOW PREVENTION DEVICE
PAVING OF STREETS.
24
CONSTRUCT 8" CONCRETE CURB PER CITY OF FONTANA STD. PLAN NO. 1003.
26
L.F.
P.M.
ELECTRIC PAD MOUNT TRANSFORMER
30.
APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO
PLACEMENT.
_
C.B. CATCH BASIN
R/W
RIGHT OF WAY
31.
PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND
EXIST. WEST NEW EAST EXIST. WEST
NEW EAST
APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COM-
R/W R/W R/W
R/W
U.G.
UNDERGROUND
PLETION OF ROUGH GRADING.
96
10$'
C.F.
CURB FACE
32.
ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUC-
TURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND
44' 52' 44'
64'
D.P.
DRAIN PIPE
SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH
C.I.
CAST IRON
GRADING.
12' 32' 40' 12' 12' 32'
52' 12'
1 LINE (SL)
1 OVERHEAD STREET LIGHT LINE
33.
ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO8'
4'
� EXIST. EAST
8' 4'
FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
�
� R/W
I
EXIST. EAST -
R/W
3 LINE (T)
3 OVERHEAD TELEPHONE LINES
3 LINE (E)
3 OVERHEAD ELECTRICAL LINES
34.
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
30' 22'
30' 34'
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF
18, -
18 •
U.P.
UTILITY POLE
THE CITY TRAFFIC ENGINEER.
SAWCUT LINE I EXISTING SAWCUT LINE
JOIN EXISTING 5 JOIN EXISTING
5
EXISTING
GROUND
[50.00]
RECORD ELEVATION
35.
CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDE
- - - - - PAVEMENT - - - - - - -GROUND - - - - - -
- - 2.0� - - - - - PAVEMENT
_ -
WALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
- - - - - - -
- - - - - ' •. - - J :- - - - -
_- ,. 2.0� ,.
- - - :-r..
_ = 2.0%
2.09.
T.O.V.
TOP OF CONCRETE VAULT
36.
AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
III 1l------__ --- - I __----_---=_-_ -----
VI - - �- - ° °°° --�
4
;.
B.O.V.
BOTTOM OF CONCRETE VAULT
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
I- J °°°° ° : L J
° ° '
°� 4
C=4'-6"
COVER=4'-6"
� °°
EXIST. 8 CONC. CURB EXIST. 8 CONC. CURB
& 18" GUTTER 1 & 18" GUTTER
D
UNDERGROUND DUCT
SECTION A -A
SECTION B -B
1
K.V.
KILOVOLTS
CITRUS AVENUE
CITRUS AVENUE
RT.
RIGHT OF STREET CENTERLINE
SCALE: HORIZ. 1"=10'
SCALE: HORIZ. 1"=10'
VERT. 1 "=2'
VERT. 1 "=2'
LT.
LEFT OF STREET CENTERLINE
STATION 44+89.81 TO 45+12.61 STATION 45+67.16 TO 46+82.16
P.C.C.
PORTLAND CEMENT CONCRETE
STATION 47+87.16 TO 49+85.25
T.GR.
TOP OF GRAVEL
1-800-227-2600
Prepared Under The Supervision Of
CITY OF FONTANA, CALIFORNIA
T.0.6D.C.
B.O.fiD.C.
TOP OF CONCRETE AROUND 6
UNDERGROUND DUCTS
BOTTOM OF CONCRETE AROUND 6
, T
ITS HE LAW CALL AT LEAST
DIAL BEFORE TWO WORKING
I
YOU DIG. DAYS PRIOR TO
SHOULD CONSTRUCTION OF THE REQUIRED QROFEss�o
p �'4�
IMPROVEMENTS NOT COMMENCE WITHIN TWO �. MSL
�� `'' LgiyOG F ENGINEERING INC.
�U) M S
___ _ __ Co T GI/C T/D/
UNDERGROUND DUCTS
EXCAVATING
YEARS OF THE DATE OF APPROVAL SHOWN ; '� 'gF
O
HEREON AND CARRIED FORTH IN A DILIGENT x rn CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN
SITE DEVELOPMENT
DRAWN BY: CITRUS AVENUE FROM STA. 41+64 SCALE:
NEW ASPHALT CONCRETE PAVEMENT
A
MANNER, THE CITY ENGINEER MAY REQUIRE °G 402 WEST ARROW HWY., SUITE 4, SAN DIMAS, CA. 91773
TO
NEW ASPHALT CONCRETE PAVEMENT
UNDERGROUND SERVICE ALERT
Exp. 03-31-05
REVISIONS TO THE PLANS TO BRING THEM * (909) 305-2395 FAX (909) 305-2397
��9
DESIGNED BY: STA. 53+05 DATE:
TREET I R EMENTS DEC. 2001
OVERLAY
OF SOUTHERN CALIFORNIA
NTAVERIFY
THE OUTILIES RNG TME
UNDERG
INTO CONFORMANCE WITH CONDITIONS AND �iv�� ��P Q
STANDARDS IN EFFECT. �F OF �'�P
M. Lamoureux -
CHECKED BY: APP DRAWING NO.:
I.E.U.A.
INLAND EMPIRE UTILITY AGENCY
LOCATION OF OUNDBY COCTOR
UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600
CA1-\T o
,�
D3 �G ���
�jI2�
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
WATER MAIN
MARK S. LAMOUREUX R.C.E. 38382 EXP.
DATE:
M. Lamoureux 3142
3
_ 03-31-05
DATE
CI ENGINEER R.C..$j/0 2 EXP. 9 a
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