HomeMy WebLinkAbout3571-1STREET IMPROVEMENT
GENERAL NOTES,
I 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 LATEST EDITION),
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
ENGINEERING DIVISION PRIOR TO START OF ANY WORK, INSPECTION COORDINATION
SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF' ANY
WORK WITHIN 'THE CITY LIMITS.
3, THE CONTRACIOR SHALL. NOT OPERATE ANY FIRE HYDRANTS OR WATER MAIN
VALVES, CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER
COMPANY FOR WATER VALVE OPERATIONS, ADJUSTMENTS, AND WATER SYSTEM
REQUIREMENTS,
4 CURVE DATA REFERS TO THEE FACE OF CURB.
5, STATIONING REFERS 1-0 THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE
NOTIED.
6, THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS, SIGNS, AND STRIPING AS
REQUIRED BY THE CITY ENGINEER,
7. ALL UNDERGROUND WORK SHALL BE COMPLETED, TESTED AND APPROVED PRIOR
TO PAVING OF STREETS,
8, THE LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM
AVAILABLE INFORMATION. HOWEVER, 11 SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF
ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID
DAMAG,E THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT
FOR UTILITY LOCATION BEFORE EXCAVATION AT 800-227--2600,
9, ALI.,, MANHOLES, CLEAN OUT' FRAMES, VAULTS, AND VALVE COVERS SHALL BE
RAISED TO GRADE BY THE PAVING CONTRACTOR AND/OR UTILITY COMPANY
UPON COMPLETION OF PAVING,
10, REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL
NO. 129,
'1 1 . THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL LITILITY
COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL,
LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC
WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND FLOOD CONTROL,
12, AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR 'TO THE ENGINEER
OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER,
13, TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL. BE
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY
OF FONTANA STANDARD DETAILS,
14, APPROVED SOIL STERILANT IS REQUIRED UNDER ALL_ ASPHALT PAVEMENT PRIOR TO
PLACING ASPHALT,
15. ALL, EXPOSED CONCRETE SURFACES SHA(._ _ CONFORM IN GRADE COLOR AND
FINISH TO ALL ADJOINING CURBS AND SIDEWALKS,
16. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL
HAVE BEEN PLACED, INSPECTED AND APPROVED.
17. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL. OF THE
CITY'S INSPECTOR,
18. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS To BE DEPOSITED
ONTO PUBLIC OR ADJACENT PROPERTY DURING CONSTRUCTION, ANY MUD OR
DEBRIS ON PUBLIC PROPERTY' SHALL BE REMOVED IMMEDIATELY, DUST SHALL BE
CONTROLLED BY WATERING OR OTHER APPROVED MEANS,
19, THE CONTRACTOR SHALL CERTIFY ALL. BACKFILL. COMPACTION AT INTERVALS
REQUIRE[-) BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL
REQUIRE REWORKING OF' THAT PORTION OF THE WORK UNTIL THE SPECIFIED
DENSITY IS OBTAINED. NO BACKFILL SHALL OCCUR WITHOUT PRIOR APPROVAL BY
CITY INSPECTOR.
20. ALL MATERIALS AND METHODS ARE SUBJECT TO TI-dE APPROVAL OF THE CITY
ENGINEER,
21, ADEQUATE CONTROL STAKES SI--IALL BE SET 1-0 ENABLE THE CONTRACTOR TO
CONSTRUCT THE WORK 'TO THE PLAN GRADES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTROL STAKING
DURING CONSTRUCTION,
22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM
UNDERMINING STREET IMPROVEMENTS, UPON INSPECTION OF THE SITE, 'THE CITY
ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR LEAVING
IMPROVEMENTS,
21 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,
24, PAVEMENT STRUCTURAL SECTIONS SHOWN ARE. MINIMUM AND SUBJECT TO
REVISION AND APPROVA( OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER
COMPLETION OF ROUGH GRADING,
25, THE CONTRACTOR SHALL_ BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS
OF' DI, IST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING,
DURING EXCAVATION AND GRADING AT ALL TIMES,
26. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE., FOR THE LOCATION AND
PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS
CR NOT,
27, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCII " -S
CONCERNED WITH THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA TO
BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING
CONSTRUCTION.
28. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES,
OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITHOUT
PRIOR NOTIFICATION TO THE CITY ENGINEER, REMOVAL AND REPLACEMENT SHALL BE
DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. S U RVEY
MONUMENTS, WHICH WILL, BE DESTROYED AS A RESULT OF THIS CONSTRUCTION
SHALL BE REPLACED.
Underground Service Alert
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
1 -800-227-2600
PROJECT
LOCATION
u�L, IJ
ARR("W
U
CITY OF FONTANA
STREET IMPROVEMENT PLANS
FOR
TAMARIND AVENUE Aria CHERRY AVENUE
{'AVk:-M 'N f' REHABILITATION
PROJECT NO. 5B -1€3-d4
PROJECT
LOCATION
L"J
ASPHALT CONCRETE
AVE.
AVENUE
BCR
BEGIN CURB RETURN
BW
BACK OF WALK ELEVATION
CL
CENTER LINE
CONST
CONSTRUCT
(.','F
CURB FACE
C& G
<
DWG
DRAWING
DWY
DRIVEWAY
DR
DRIVE
ECR
END CURB RETURN
EP
EDGE OF PAVEMENT
EXIST
EXISTING
F. -H
FIRE HYDRANT
FL
FLOW LINE ELEVATION
FS
FINISH SURFACE ELEVATION
GB
GRADE BREAK,
I -IP
HIGH POINT
LI P
I, IP OF GUTTER
LP
LOW POINT
I,- T
LCF T
MOD
MODIFIED
SHEET
8
CHERRY
AVE,
STA.
100+00
TO 119+00
`EHE E-1
9
CHERRY
AVE.
STA,
119+00
TO 143+71
SHEET
10
CHERRY
VICINIW MAP
NTS
29, WHEN A TECHNICAL, CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS
THAT CAN NOT' BE RESOLVED BY REFERENCE "TO PRECEDENCE PROVISIONS IN THE
"GREEN BOOK", TI --IE CONTRACTOR SHALL, IMMEDIATELY REPORT SAID CONFLICT TO
THE CITY ENGINEER FOR RESOLUTION.
30, THE CONTRACTOR SIdALL CONFORM TO ALL TRAFFIC CONTROL, POI ICIES, METHODS
AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL 01, TRAFFIC
CONTROLS, LATEST NON METRIC EDITION, UNLESS OTHERWISE DIRECTED BY THE CITY
TRAFFIC ENGINEER,
31, NO MATERIAL OR, EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY
WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE
32, THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES
AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 'TIMES IN THE
CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
33, ALL. GRADING, OPERATIONS SHALL 13E DISCONTINUED WHEN SUSTAINED WIND VELOCITIES
EXCEED 25 MILES PER HOUR.
34. THE CONTRACTOR SHALL REPL,A(,,'E THE "S" IN THE FACE OF' THE CURB AT ANY SEWER
LATERAL, IF CURB REMOVED AND REPLACED AT THAT LOCATION.
35, UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL- SIGNING,
STRIPING, BARRICADE'S, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
OF THE CITY TRAFFIC ENGINEER. REPLACE ALL EXISTING STRIPING AND PAVEMENT MARKINGS
WITH THERMOPI ASTIC UNLESS OTHERWISE DIRECTED,
36, THE CONTRACTOR SHALL RELOCATE AND/OR REF'LACE EXISTING LANDSCAPING, SPRINKLERS
AND SIDEWALKS AFFECTED 13Y THEE CONSTRUCTION TO THE SATISFACTION OF THE CITY
ENGINEER.
37, THE STRUCTURAL SECFIONS FOR THESE CITY STREETS WERE SELECTED USING EXISTING ASBUILT
INFORMATION AND CORINGS GATHERED BY THE GEOTECHNICAL ENGINEER AND APPROVED
By THE CITY ENGINEER, DEA UTILIZED THESE STRUCTURAL SECTIONS UNDER THE DIR'ECTION
OF THE CITY ENGINEER,
38, TI --IEE CONTRACTOR SHALL CONTACT THE CITY OF FONTANA TRAFFIC ENGINEER PRIOR TO ANY
ROADWAY CONSTRUCTION WHICH DISTURBS TRAFFIC LOOPS, IN ORDER TO COORDINATE
INSTALLATION OF NEW LOOPS,
ABBREVIATION LEGEND.,
AC
ASPHALT CONCRETE
AVE.
AVENUE
BCR
BEGIN CURB RETURN
BW
BACK OF WALK ELEVATION
CL
CENTER LINE
CONST
CONSTRUCT
(.','F
CURB FACE
C& G
CURB & GLITTER
DWG
DRAWING
DWY
DRIVEWAY
DR
DRIVE
ECR
END CURB RETURN
EP
EDGE OF PAVEMENT
EXIST
EXISTING
F. -H
FIRE HYDRANT
FL
FLOW LINE ELEVATION
FS
FINISH SURFACE ELEVATION
GB
GRADE BREAK,
I -IP
HIGH POINT
LI P
I, IP OF GUTTER
LP
LOW POINT
I,- T
LCF T
MOD
MODIFIED
urlLITY CONTACTS.
ELECTRIC
SOUTHERN CALIFORNIA EDISON
7951 REDWOOD AVE.
FONTANA, CA 92335
(909) 557--6240
Ai IFN: GREG, KLOCK
(909) 357-6585
NOI*E: CONTACT 'I MONTH BEFORE
CONSTRUCTION.
GAS
SOUTHERN CALIFORNIA GAS CO,
1918 LUGONIA AVE.
REDLANDS, CA 92374
(909) 335-7508
(909) 3,35-7734 PLANNER
ATTN: MIKE FISI-IER
EMERGENCIES: (800) 427-2200
STORM DRAIN
CITY OF FONTANA
8.353 SIERRA AVE,
FONTANA, CA 92335
(909) 350--6731
ATTN: KIM CHITWOOD
NOTE: NOON- FEC PERMIT REQ'D
BEFORE CONSTRUCTION.
SEW.E,R
CITY OF FONTANA
8353 SIERRA AVE.
FONTANA, CA 92335
(909) 350-6731
ATTN: KIM CHITWOOD
NOTE: NON --FEE PERMIT REO'D
BEFORE CONSTRUCTION,
SHEET INDEX
NRW
PVM r
R
RR
RT
R/W
STD
ST,
STA
SWK
TC
TB
TG
TS
VC
E
AB
S 1-1 E ET
1
"TITLE SHEET
SHEET
2
TYPICAL,
SECTIONS
SHEET
3
TAMARIND
AVE.
STA.
104-30 TO 32+00
SHEET
4
TAMARIND
AVE.
STA,
324-00 TO 364-39
SHEET
5
CHERRY
AVE.
STA.
10-1-44
TO 32-1-50
SI-1EET
6
CHERRY
AVE.
STA,
324-50
TO 544-00
SHEET
7
CHERR)"
AVE,
STA.
54+00
TO 63+62
SHEET
8
CHERRY
AVE,
STA.
100+00
TO 119+00
`EHE E-1
9
CHERRY
AVE.
STA,
119+00
TO 143+71
SHEET
10
CHERRY
AVE-
STORM DRAIN
MODIFICATION PLAN
ENGR'S I lAll I C"
APPROVAL APPROVALy DATE
I
OFESSI A�
NO, C-60256
Exjp. 6/30/04
C I V
NON --RECLAIMABLE WASTEWATER
PAVEMENT
RADIUS
RAILROAD
RIGHT
RIGHT OF WAY
STANDARD
STREET
STATION
SIDEWALK
TOP OF CURB ELEVATION
TOP 01' - BERM ELEVATION
TOP OF GRADE
TRAFFIC SIGNAL.
VERTICAL CURVE
SAWCUT & INSTALL LOOP
DETECFORS PER PLAN
ABANDON LOOP DETECTORS PER
PLAN
EXISTING RIGHT—OF--WAY
EXISTING CENTERLINE
EXISTING FLOW LINE
EXISTING EDGE OF PAVEMENT
EXISTING SEWER MANHOLE
EXISTING STORM DRAIN MANHOLE
TELEPHONE
PACIFIC BELL
3939 E. CORONADO ST.
ANAHEIM, CA 92807
(714) 666-5500
ATTN: JANE BLASINGHAM
NOTE: CONTACT 2 WEEKS PRIOR
TO CONSTRUCTION.
WATER
FONTANA WATER COMPANY
84-40 NUEVO AVE.
FONTANA, CA 92335
(909) 822--2201
ATTN: JIM CHAPMAN
CUCAMONGA COUNTY WATER DISTRICT
10440 ASHFORD ST,
RANCHO CUCAMONGA, CA 91729
(909) 987-2591
ATTN: TED MUNSON
METROPOLITAN WATER DISTRICT OF
SOUTHERN CALIFORNIA
700 N, ALAMEDA ST.
LOS ANGELES, CA 90012
(213) 217--7663
ATTN: SUSAN WALTERS OR KATHY MEYER
NOTE: NOTIFY JOE MIRONE (909) 766--2664
AT LEAST TWO WORKING DAY'S PRIOR 'TO
STARTING ANY WORK,
SAN GABRIEL VALLEY WATER CO.
11142 GARVEY AVE,
P.O. BOX 6010
EL MONTE, CA 91734
(626) 448--5530
ATTN: LEWIS MONTENEGRO
CABLE CO.
ADELPHIA COMMUNICATIONS
1260 DUPONT ST.
ONTARIO, CA 91761
(909) 975-3342
VERIZON
1400 E. PHILLIPS BLVD,
POMONA, CA 91766
(909) 4-69--633
ATTN: JERRY RUIZ
SIGNING STRIPINQ,
__ . ..... -A_RQ_L00P REPLACEMENT
GENERAL S,
1. ALL. WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING, STRIPING, AND LOOP REPLACEMENT
SHALL CONFORM TO THESE PLANS, THE CURRENT STANDARD PLANS AND SPECIFICATIONS FOR THE
CITY OF FONTANA, AND TI --IE 2002 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF
CALIFORNIA DEPARTMENT OF TRAN SID ORTATION,
2. EXISTING STRIPING AND PAVEMENT MARKINGS SHALL BE REPLACED BY "THE CONTRACTOR,
EXCEPT AS NOTED ON THESE PLANS,
3, PAVEMENT MARKINGS & LEGENDS SHALL, CONFORM TO "THE CITY OF FONTANA STANDARD STENCILS.
4, ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD 'THERMOPLASTIC, FIER SPECIAL PROVISIONS.
5. TRAF FiC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS
SIGN SPECIFICATIONS SHEETS, SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS
SPECIFICATION SHEET CODES, TRAFFIC SIGN SIZE SHALL BE STANDARD LINLESS 011,-IERWISE
SHOWN ON THE PLANS.
6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEI_ POST, UNI ESS OTHERWISE SHOWN,
PER CITY STANDARD DETAIL 139.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS
OR 0TIIER TRAFFIC CONTROL AT AL.L. TIMES,
8, CONTROL POINTS OR "CAT--TRACKINC" TO BE APPROVED BY THE ENGINEER TWO WORKING DAYS PRIOR
TO PAVEMENT STRIPING APPLICATION.
9. CROSSWALK`-) S11ALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES I:DER
DETAIL "A" SHOWN HEREON.
10. CONFLICTING STRIPING/MARKINGS TO BE REMOVED BY WET SANDBLASTING METHOD,
'11, AS SHOWN ON PLANS, CENTERLINE STRIPING SHALL CONSIST OF DETAIL 2 STRIPING BETWEEN
INTERSECTIONS AND SHALL END AT INTERSECTIONS WITH 50' OF DETAIL 22 STRIPING PER
DETAIL "A" SHOWN HEREON,
12, INSTALL BLUE 'TWO—WAY REFLECTIVE PAVEMENT MARKERS AT EACH FIRE HYDRANT,
13, TRAFFIC SIGNAL LOOPS SHALL BE TYPE E AND SHALL BE CENTERED IN THE TRAVEL LANE.
LIMIT LINE LOOPS SHALL BE INSTALLED TWO(2) FEET INTO THE LIMIT LINE, TRAFFIC STRIPING
SHALL BE INSTALLED AND LOCATION OF PROPOSED TRAFFIC LOOPS SHALL BE APPROVED
BY -THE ENGINEER PRIOR TO INSTALLATION,
lz
m
NOTICE TO CONTRACTORS"
10,
t
DETAIL.
NOT 1-0 SCALE
IVA I ' K BOX ALIGNS
"'S PROJECTED
'KCAL
ILK
'OLIT
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTON PRACTICES, CONSTRUCTION
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RE' ' SPONSIBILITY FOR JOB SITE CONDITIONS DL.)RINC TI -IEE COURSE
OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE
TO APP( -,.Y CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO
DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS F"ROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN
PROFESSIONAL, ALL CONTRAC"FORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL
CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED, ALI-
CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAI SAFETY AND HEALTH REGLILATIONS" OF' THE US
DEPARTMENT OF' LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF' INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY
ORDERS", THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE
WITH SAID REGULATIONS AND ORDERS.
PRIVATE ENGINEERS NOTICE TO CONTRACTORS
THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SI-IOWN ON THESE PLANS ARE
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. 'TO TI --IE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR
STRUCTURES EXCEPT AS SHOWN ON THESE PLANS, THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL, BE RESPONSIBLE FOR
NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES
AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEROIN, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES, THE CONTRACTOR
SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800 227--2600 TWO (2) WORKING DAYS
PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND
FACILITIES UNLESS TI --IE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S,A.
Im
PROJECT MANAGER
REGISTERED CIVIL ENGINEER
DATE:
CITY OF FONTANA, CALIFORNIA