HomeMy WebLinkAbout2763-1LEGEND
GENERAL NOTES
BENCH MARK
T.C.
TOP OF CONCRETE CURS
1.
ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA
B' CO. B.M. 6-14
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR
CfTYSAN
F
OF FONTANAB.M. 616
F.S.
FINISHED CONCRETE SURFACE
PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND
BRA
BRASS SURVEY DISK IN GAS PUMP ISLAND 52' SOUTH OF AND 64' EAST
SURVEY
A.C.
F.L.
ASPHALTIC CEMENT PAVEMENT
FLOW LINE
2.
STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THECITY
OF FONTANA
OF THE CENTERLINE INTERSECTION OF CITRUS AVENUE AND HIGHLAND
AVENUE IN THE EAST END OF ABANDONED GAS ISLAND.
SP.SA 00531 IM FECOVE ED
F.G.
FINISHED GRADE OF DIRT
CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR
ELEVATION -1,510.906
RESOLUTION.
F.F.
FINISHED FLOOR OF BLX.DWG
B.S.
BACK OF SIDEWALK
3.
ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
COUNTY,CALIFORNIA
E.G.
EDGE OF GUTTER
4•
UNfTy
THE CTO THE
ARTMETS NT,ALL OF TART WORK.
DIDVISION�
UTILITY CONTACTS
STY
DEVELOPMENT DEPARTMENT, DEP ENGBIENEER NG PRIOR OF OFCANY
E.P.
EDGE OF A.C. PAVEMENT
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR
SACRAMENTO
G.B.
GRADE BREAK
TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY L.lMlTS. CALL
(909) 350-7610.
WAITER
FONTANA WATER COMPANY AL KROHN
8440 NUEVO AVENUE SENIOR INSPECTOR
H.P.
HIGH POINT
5•
THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS
CC)NSTRUCTION
PLAN
SIN FRANCMW
P.O. BOX 987 (209) 822-2201
T.B.
TOP OF BERM
AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL% LATEST EDITION UNLESS
FONTANA, CA. 92334
OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
SEWER do STORM DRAIN
INV.
It
INVERT
PROPERTY LINE
d.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN S,
CITY OF FONTANA CARLOS NAVARRO
PUBLIC WORKS -ENGINEERING ASSOCIATE ENGINEER
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
8353 SIERRA AVENUE (909) 350-6632
st
CENTER LINE
7•
THE CONTRACTOR SNAIL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORKSTREET
IMPROVEMENTS
PROJECT
FONTANA, CA. 92335
T.W.
TOP OF WALL
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF
GENERAL
TRAFFIC do LIGHTING
T.R.W.
TOP OF RETAMIN►NG WALL
INDUSTRIAL SAFETY.
LOCATION SAN BERNARDI NO
CITY OF FONTANA CLYDE SWEET
TRAFFIC DIVISION DEPUTY CITY €NGINEER/TRAFM
T.F.
TOP OF FOOTING
&
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 998 FEET TO 1526 FEET
LOS COUNTY
ANGELES
8353 SIERRA AVENUE (909) 350-6600
FONTANA, CA. 92335
TOG
TOP OF DRAIN BOX GRATE
PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATS
FONTANA
ELECTRICAL SERVICE
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
BASELINE AVENUE
SOUTHERN CALIFORNIA EDISON FRANCUSTOMER
MER SET
FONTANA DIVISION CUSTOMER SERVICE PLANNER
FINISHED CONCRETE SURFACE
9.
NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT
7951 REDWOOD (909) 357-6223
CONCENTRATED FLOW LINE"
SHEET FLOW DRAINAGE
10.
A SEPARATE PERMIT FOR THAT PURPOSE.
THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMA-CHASE
ROAD FROM
'
CITRUS AVENUE 331WEST
SAN woo
FONTANA, CA. 92335
TELEPHONE
RANDAtL
PACIFIC BELL STEVE
TION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE,
3939 EAST CORONADO FACILITIES ENGINEER
(42.20)
EXISTING ELEVATION
IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO
ANAHEIM, CA. 92807 (714) 666-5500
EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL
- {642 -
EXISTING CONTOUR ELEVATION
CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS
GAS
42.20
PROPOSED CONTOUR ELEVATION
BEFORE EXCAVATION.
STREET CONSTRUCTION NOTES AND QUANTITIES
THE GAS COMPANY GREG GASPAR
P.O. BOX 3003 FIELD ASSOCIATE
-642-
PROPOSED CONTOUR ELEVATION
11.
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES
R DLA DS, CA. 92373 (909) 4 8-841
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
CABLE
PAUL CYR
O.D.
OUTSIDE DIAMETER
DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO
WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
COMCAST CABLE
1205 DUPONT CONSTRUCTION TECHNICIAN
O
CONSTRUCT 8" CONCRETE CURB do GUTTER OVER 6" A.B. PER CITY OF FONTANA STD. DETAIL 101.
326
LF.
G GAS MAIN
ONTARIO. CA. 91741 (909) 350-2344 (EXT. 3053)
12.
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES
O
CONSTRUCT TWO SIDE BY SIDE SIZE 3 RECTANGULAR PIPE AND TYPE "L' ADAPTOR PER CITY OF FONTANA SIDEWALK DRAIN
30
LF.
W WATER MAIN
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE
S
SANITARY SEWER
OPERATION AND WATER REQUIREMENTS.
STD. DETAIL. 124-A.
�
PRIVATE ENGINEERS NOTICE TO CONTRACTOR
)
CONSTRUCT 8" THICK CONCRETE CROSS GUTTER AND SPANDREL OVER C A.B. PER CITY OF FONTANA STD. DETAN. 104, MODIFIED
700
S.F.
E UNDERGROUND ELECTRICAL CONDUIT
II & CURVE DATA REFERS TO THE FACE OF CURB.
PER PLAN.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR
T
UNDERGROUND TELEPHONE CONDUIT
14.
STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WM•IERE OTHERYMSE NOTED.
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
4OCONSTRUCT
4" THICK CONCRETE SIDEWALK PER CITY OF FONTANA STD. DETAIL 105-A. (WIDTH PER THIS PLAN -6' WIDE FROM CURB
2,380
S.F.
RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
SD
STORM DRAIN
15.
ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE
FACE ON CITRUS AVENUE AND 5' WIDE FROM CURB FACE ON CHASE ROAD).
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
CTV-
UNDERGROUND CABLE TELEVISIONDRAWINGS.
THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION
THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILTY
FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE
O
CONSTRUCT 6" A.C. BERM PER CITY OF FONTANA STD. DETAIL 136.
200
LF.
CONDUIT
CONTROL STAKING DURING CONSTRUCTION.
DRAWINGS.
6O
CONSTRUCT RAMPED CURB RETURN PER MODIFIED CITY OF FONTANA STD. DETAIL 104-A. R-35'.
1
EA.
TSC TRAFFIC SIGNAL CONDUIT
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS. MONUMENT TIES
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
SLC
STREET LIGHT CONDUIT
OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
7
CONSTRUCT 8" THICK 4500 PSI CONCRETE MODIFIED COMMERCIAL DRIVEWAY ENTRANCE OVER 4" THICK 95X COMPACTED CLASS 2 CRUSHED
2,100
S.F.
-FOC
UNDERGROUND FIBER OPTIC CAKE
17.
REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MO U-
AGGREGATE BASE TO MATCH THE ONSITE PAVEMENT PER CITY OF FONTANA STD. DETAIL 102-C. RETURN RADIUS -10'. (W PER THIS PLAN)
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT
THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER
W.V.
WATER VALVE
MENTS, MONUMENT TIES AND BENCH MARKS. SHALL BE DONE BY A REGISTERED CIVIL
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, !N
ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED
O
SAWCUT do REMOVE EXISTING A.C. PAVEMENT.
4.410
S.F.
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR
W.M.
WATER METER
AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS
O
CONSTRUCT 6.5" THICK A.C. PAVEMENT OVER 4" THICK A.B. OVER 12' THICK COMPACTED NATIVE SOIL
13,700
S.F.
F.N. FIRE HYDRANT
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
G.M.
GAS METER
19.
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT
U.S.A. NOTE
10
»
CONSTRUCT 4.5 THICK A.C. PAVEMENT OVER 4 THICK A.B. OVER 12 THICK COMPACTED NATIVE SOIL.
8,450
S.F.
S.M.H.
SANITARY SEWER MANHOLE
MES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE TI
ALL TIMES.
CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT, 1-800-227-2600,
P.P./T.P.
POWER POLE/TELEPHONE POLE
11
CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY. COLD PLANE EXISTING A.C. PAVEMENT 0.1'.
8,260
S.F.
48 HOURS IN ADVANCE OF COMMENCEMENT OF CONSTRUCTION, FOR EXISTING
19.
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST
UTILITY LOCATION.
S.L.
STREET LIGHT
CONTROL.. INCLUDING ADEQUATE WATERING, AT ALL TIMES.
12
RELOCATE EXISTING MAIL BOXES AS REQUIRED.
2
EA.
C.O.
CLEANOUT
20•
ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES
OF SHEETS
13
THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE 30' TALL MARBLELITE POLE, 22,000 LUMEN HIGH PRESSURE SODIUM
1
EA.INDEX
I.P.
IRON PIPE
EXCEED 25 MILES PER HOUR.
VAPOR LUMINAIRE WITH COBRA HEAD CUTOFF STREET LIGHT WITH EDISON COMPANY. THE CONTACTOR %IALL INSTALL ALL COINDUff AND
L.P.
LAMP POST
21.
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS
PULL BOXES PER EDISON COMPANY APPROVED PLANS AND SPECLFICATIONS.
SHEET 1 Of 3 - TITLE SHEET
S.D.M.H.
STORM DRAIN MANHOLE
TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY
DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL
SHEET 2 Of 3 - PLAN AND PROFILE CITRUS AVENUE
14
CONSTRUCT 12' WIDE RESIDENTIAL A.C. DRIVEWAY APPROACH WITH 3' -X'S PER MODIFIED CITY OF FONTANA STD. DETAIL 103.
120
S.F.
R.C.P.
REINFORCED CONCRETE PIPE
22•
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY
SHEET 3 of 3 - KAN AND PROFILE CHASE ROAD
15
THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE 30' TALL MARBLELJTE POLE, 9,500 LUMEN HIGH PRESSURE SODIUM
i
EA.
C.L.F.
CHAIN LINK FENCE
INSPECTOR.
VAPOR LUMINAIRE WITH COBRA HEAD CUTOFF STREET LIGHT WITH EDISON COMPANY. THE CONTACTOR SHALL INSTALL ALL CONDUIT AND
PULL BOXES PER EDISON COMPANY APPROVED PLANS AND SPECIFICATIONS.
LC.Y.
IRRIGATION CONTROL VALVE
23.
A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO
OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE
16
INSTAL UNDERGROUND STREET LIGHT CONT AND PULL BOXES TO GRADE PER EDISON COMPANY STANDARDS.
540
LF.
I.C.B.
IRRIGATION CONTROL BOX
WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
17
CONSTRUCT BARRICADE AT TEMPORARY END OF STREET PER CRY OF FONTANA STD. DETAIL 118.
20
LF.
G.P. GUARD POST
24•
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDER#I "NG
18
INSTALL STOP SIGN (R-1) AND STREET tNAIME SIGN ON A SIGN POST PER CITY OF FONTANA STD. DETAIL 139.
1
EA.
W.I.F. WROUGHT IRON FENCE
STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE
TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.P
R.O.M.
BUILDING ROOF OVERHANG
APPROACH APRONS SHALL BE DETERMINED AT THE
tis
1
19
INSTALL UNDERGROUND CONDUIT AND PULL BOXES AS REQUIRED FOR PACFIC BELL TO PULL NEW TELEPHONE WIRING.
545
LF.
T.S.P.
TRAFFIC SIGNAL POLE
25.
LOCATION AND WIDTH OF DRIVEWAY
TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD
i
P.B.
PULL BOX
DETAILS.
20
PACIFIC BELL TELEPHONE POLE TO BE REMOVED IYY OTHERS.
1
EA.
RANCHO I
P.A.
LANDSCAPED PLANTER AREA
26.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR AND FINISH TO27
CUCAMONGA < < I RIALTO PROJECT
O
INSTALL CLASS 1 FLEXIBLE POST DELINEATORS.
3
T.P.B.
TELEPHONE PULL BOX
MATCH EXISTING CONCRETE.
�
LOCATION
27.
THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
29
ADJUST WATER GATE VALVE COVER TO GRADE PER CITY OF FONTANA STANDARD DETAIL 130.
5
EA.
¢ N
T.M.H.
TELEPHONE MANHOLEHwtim�
LOCATION OF THE SEWER LATERAL
E.P.B.
ELECTRIC PULL BOX
Q
INSTALL LANDSCAPING, IRRIGATION AND STREET TREES IN STREET RIGHT-OF-WAY PER CITY OF FONTANA AND
1,940
S.F.
I <
2&
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN
THE NEW FIRE STATION ARCHITECTURAL DRAWINGS.
FONTANA
32
INSTAL UNDERGROUND CONDUIT AND PULL BOXES AS REQUIRED FOR EDISON COMPANY AND COMCAST CABLE TO PULL NEW ELECTRICAL
180
LF.
T.S.P.B. TRAFFIC SIGNAL PULL BOX
PLACED, INSPECTED AND APPROVED.
le,r+E A Z
T.S. PED.
TRAFFIC SIGNAL PEDESTAL
29.
ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO
AND CABLE TELEVISION WIRING TO THE FIRE STATION PROPERTY PER UTILITY COMPANY REQUIREMENTS AND SPECIFICATIONS.
O
STRIPE DOUBLE YELLOW UNE ON STREET CENTERUNE PER CAL TRANS DETAIL 21.
461
LF.
B.F.
BACKFLOW PREVENTION DEVICE
PAVING OF STREETS.
P.M. ELECTRIC PAD MOUNT TRANSFORMER
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO
FOGMAL LVD.
BSPM
C.B.
CATCH BASIN
ROME Bow.
R/W
RI GH T OF WAY
31.
PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND
PROP. WEST EXIST. WEST
R R
EXIST. EAST"
rt R
APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COM-
82
AT & SF M AvE
U.G.
UNDERGROUND
PLETION OF ROUGH GRADING.
52.
EXINORTH RTH
EIOST. SOUTH
N
C.F.
CURB FACE
32.
ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUC-
12' 40'
14
R/W
R/W
<
TURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND
�'
68'
D.P.
DRAIN PIPE
SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH
C.I.
CAST IRON
GRADING.
I 120 8
0.00VARIE TO R0.15'
34,
v Ll
11' 22' 12'I
-PO AY
1 LINE (SL)
1 OVERHEAD STREET LIGHT LINE
33.
ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO
FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
11
I 5
7
MA =Mi
3 LINE (T)
3 OVERHEAD TELEPHONE LINES
4
I VAi�g FROM
o� I
3 LINE (E)
3 OVERHEAD ELECTRICAL LINES
34.
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SKWM,
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF
2. EXISTING 1.p� T 2'1X
1 GROUND 2.
4
Q I
z5
U.P.
UTILITY POLE
THE CITY TRAFFIC ENGINEER.
- - -
- - - - :.; . ,:.r : - - - -` _
��. - - _
- - - - -
2Ax
O 1
[50.00]
RECORD ELEVATION
35.
CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDE-
- _
JOIN EXISTING
A.C. PAVEMENT
,
_2•� 2.OX '� = :
1X M1NU�iw
- - - SAN BERNARDINO COUNTY
- - - -�
WALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
20x IAAX wk
RIVERSIDE COUNTY
T.O.V.
TOP OF CONCRETE VAULT
` 9
COLD PLANE EXISTIING
1
B.O.V.
BOTTOM of CONCRETE VAULT
36.
AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
I
A.C.VEMENT 01'
.
- -- - - - - - - - - - - - - 10
0500V VICINITY MAP
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
- - - _ _ -
C-4'-6'
COVER -4'-6'
JOIN EXIST. - - - - - - - - -
-
D
UNDERGROUND DUCT
SECTION �
PROPOSED GROUND
SECTION B -B
K.V.
KILOVOLTS
CITRUS AVENUE
EXIST. (ROUND
LEGEND
RT.
RIGHT OF STREET CENTERLII
SCALE: HORIZ. 1"=10'
VERT. 1 =2
CHASE ROAD
SCALE: HORIZ. 1 =10
•- - - - CITY OF FONTAN►NA'S
LT.
LEFT OF STREET CENTERLMNE
STATION 37+37.17 TO 39+03.18
VERT. 1 "=2'
SPHERE OF INFLUENCE
INCORPORATED CITY
P.C.C.
PORTLAND CEMENT CONCRETE
STATION 6+89.00 TO 8+00.00
T.GR.
TOP OF GRAVEL
1-800-227-2600
Prepared Uncler Tile Supervision of :
CITY OF FONTANA, CALIFORNIA
T.O.6D.C.
TOP OF CONCRETE AROUND 6
UNDERGROUND DUCTS
ITS THE LAW CALL AT LEAST
DIAL BEFORE TVMO WORKING
D
MAPRovEMENTS NOT COMMENCE01--PPRWITHIN TWO
�O S. LAM �`��
CGS Fye
MSL
B.0.6D.C.
BOTTOM OF CONCRETE AROUND 6
UNDERGROUND DUCTS
YOU DIGI DAYS PRIOR TO
EXCAVATING
YEARS OF THE DATE OF APPROVAL SHOWN
k4; �
y FG
j\/1QRpFESS/p,�,
0 ENGINEERING, INC.
DRAWN
BY:
SCALE:
NEW ASPHALT CONCRETE PAVEMENT
O�
CA
HEREON AND CARRIED FORTH MI A DILICENtT
MANNER, THE CITY ENGWER MAY REOUIF E
0 '` r"
o "�' 38382
CML ENGWEEM AND LAND SURVEYORS SPECIALU NG IN SITE DEVELOPMENT
WEST ARROW HWY., SUITE 4, SAN DUMAS, CA. 91M
p
CITRUS AVENUE FROM STA. 36+37.67
TO STA. 41+65.17 AND
AS SHOWN
DESIGNED
BY
DATE.
L�
EAP. 03-31-01402
NEW ASPHALT CONCRETE PAVEMENT
UNDERGROUND SERVICE ALERT
REVISIONS TO THE PLANTS TO BRING THEM
* *
(90®) 305-2395 FAX (909) 305-2397
.
D. ��,
CHASE ROAD STREET IMPROVEMENTS
MAY 1999
OVERLAY
of �oO►
BEFOl4E EXCAVATING, THE CONTRACTOR SHAH VERIFY THIS
INTO NCE WITH c AND
��� C / V I ` �,�
oop
I.E.U.A.
INLAND EMPIRE UTILITY AGENCY
LOCATION OF UNDERGROUND UTILIZES BY CONTACTING
QCT.
lF \gyp¢
CA`
"AA ���BY-,
CHECK®
BY:
APPROVED BY
9�
DRAWING NQ:
WATER MAMA
UTILITY UNDERGROUND SERVICE ALERT AT 1 -800 -227 -MM
M. Lamoureux
DATE'
uc rod OTY ENGINEER R.C.E.
2763
3
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
MARK S. LAMOUREUX R.C.E. 38382 EXP. 03-31-01 DATE
JN 98028-98289"
A
I
0
s
CL