HomeMy WebLinkAbout2960-1GENERAL C NOTES: (INLAND EMPIRE UTILITY AGENCY)
1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE PROJECT SPECIFICATIONS AS APPROVED
BY THE INLAND EMPIRE UTILITY AGENCY (IEUA), THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) AND THE IEUA STANDARD DETAIL SHEET OF THIS PLAN
SET (SHEET No.'S 2 AND 3) AS APPROPRIATE.
2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND
SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR
INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SHOWN ON THESE PLANS.
3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE
DIRECTION OF THE ENGINEER. UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. THE
CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION.
4. UTILITY LINE LOCATIONS WERE TAKEN FROM THE RECORD AND WERE NOT LOCATED IN THE FIELD UNLESS
OTHERWISE NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 OF THE CALIFORNIA
LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY.
6. CALL UNDERGROUND SERVICE ALERT (800) 227-2600 FOR UNDERGROUND LOCATIONS 48 HOURS
BEFORE DIG.
7. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48 HOURS PRIOR TO THE TIME OF
CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. TFC ONTRACTOR IS REFERRED TO SECTION 7-10.3
OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 'CO STRUCTION.
8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND/OR PAVEMENT MARKINGS
WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN
REDUCED. RENEWAL OF PAVEMENT STRIPING & MARKINGS SHALL BE DONE IN CONFORMANCE WITH
SECTION 310-5.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
9. ALL SEWER MAINS SHALL BE BELL AND SPIGOT EXTRA STRENGTH VITRIFIED CLAY PIPE (VCP) SEWER PIPE
UNLESS OTHERWISE NOTED ON THE PLANS.
10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF
EXISTING SEWER MAIN(S) AND NOTIFY AND OBTAIN APPROVAL OF THE DESIGN ENGINEER AND IEUA OF ANY
VARIATION FROM DESIGN.
11. CONSTRUCTION SHALL NOT BEGIN ON FACILITIES TO BE OWNED BY IEUA UNTIL AFTER ISSUANCE OF A
PERMIT BY IEUA TO ALLOW THE CONSTRUCTION AND ALSO AFTER A PRE -CONSTRUCTION CONFERENCE TO
BE HELD AT LEAST 1 WEEK PRIOR TO BEGINNING CONSTRUCTION.
12. IN ADDITION, IEUA AND THE CITY OF FONTANA SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO
ANY CONSTRUCTION IN THE VICINITY OF THE TRUNK SEWER OR ANY FACILITIES OWNED AND OPERATED BY
IEUA AND/OR THE CITY OF FONTANA.
13. ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF CAL -OSHA.
14. THE CONTRACTOR SHALL SUBMIT COPIES OF HIS DEPARTMENT OF INDUSTRIAL SAFETY PERMIT TO IEUA
AND TO THE CITY OF FONTANA.
15. SHOP DRAWINGS AS REQUIRED BY THE PERMIT SHALL BE APPROVED BY IEUA PRIOR TO BEGINNING THE
CONSTRUCTION.
16. UNLESS OTHERWISE APPROVED, LOW PRESSURE WATER TEST FOR THE GRAVITY SEWER LINES AND PRESSURE
WATER TEST FOR THE PRESSURIZED PIPELINES SHALL BE PERFORMED IN CONFORMANCE WITH SECTION
306-1.4. OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON
THESE PLANS ARE 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 DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL
LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN
OR NOT SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR THE JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL
DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
A.P.N.:
23B -091 -SB
PROPERTY
ADDRESS:
10661 ETIWANDA AVENUE
FONTANA, CALIFORNIA 92337
I MAI 0
THE LAND REFERRED TO IN THIS SURVEY IS DESCRIBED AS FOLLOWS:
THAT PORTION OF THE NORTHWEST 1/4 OF SECTION 28, TOWNSHIP 1 SOUTH, RANGE 6
WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE COUNTY OF SAN BERNARDINO, STATE
OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT PLAT THEREOF, DESCRIBED AS
FOLLOWS:
BEGINNING AT A POINT IN THE EAST LINE OF ETIWANDA AVENUE, 60 FEET WIDE, THAT IS
974.05 FEET SOUTH FROM THE SOUTH LINE OF SLOVER AVENUE, 60 FEET WIDE, SAID POINT
BEING THE POINT OF BEGINNING,
THENCE NORTH 89' 18'55" EAST 780.67 FEET;
THENCE SOUTH 72'32'30" EAST 115.18 FEET TO THE BEGINNING OF A TANGENT CURVE
CONCAVE SOUTHWESTERLY WITH A RADIUS OF 468.34 FEET;
THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 72045'55" A
DISTANCE OF 594.79 FEET;
THENCE SOUTH 00'13'25" WEST 465.81 FEET TO A POINT ON THE SOUTH LINE OF THE
NORTH 118 ACRES OF SAID NORTHWEST 1/4 OF SAID SECTION 28;
THENCE WESTERLY ALONG SAID SOUTH LINE 1233.99 FEET, MORE OR LESS, TO THE EAST
LINE OF ETIWANDA AVENUE, 60 FEET IN WIDTH;
THENCE NORTH ALONG THE EAST LINE OF ETIWANDA AVENUE TO THE POINT OF BEGINNING.
QFLOFESS j
t
No. C45935 � X
Exp. 12/31
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT
r� SLOVER AVENUE
IEUA DWG. No. D4597-8
STATION 65+00.00
EXISTING 24" IEUA
VCP (SEWER)
STATION 10+00.00=
CENTERLINE INTERSECTION
OF ETIWANDA & SANTA ANA
il/
SANTA ANA AVENUE
LOCKWOOD ENGINEERING CO.
380 W. FOOTHILL BOULEVARD STE. F
RIALTO, CALIFORNIA 92376
(909) 875-5015 FAX (909) 875-4567
MARK I DESCRIPTION
REVISIONS
LOCATION MAP:
1"=100'N
APPR. I DATE I CITY APPR. I DATE
►safe r -
tell. 7-� eog�-o.t�.�v�.
CIVIL ENGINEER
FOR INLAND EMPIRE UTILITY AGENCY
LEGEND:
TC
INTERSTATE 10
INV
W
LF
z
w
SITE a
W
t--
INDICATES CURB AND GUTTER
VCP
AIRPORT DRIVE a
w
z
z
3
W
SANTA ANA
STATION 10+00.00=
CENTERLINE INTERSECTION
OF ETIWANDA & SANTA ANA
il/
SANTA ANA AVENUE
LOCKWOOD ENGINEERING CO.
380 W. FOOTHILL BOULEVARD STE. F
RIALTO, CALIFORNIA 92376
(909) 875-5015 FAX (909) 875-4567
MARK I DESCRIPTION
REVISIONS
LOCATION MAP:
1"=100'N
APPR. I DATE I CITY APPR. I DATE
►safe r -
tell. 7-� eog�-o.t�.�v�.
CIVIL ENGINEER
FOR INLAND EMPIRE UTILITY AGENCY
LEGEND:
TC
INDICATES TOP OF CURB
INV
INDICATES INVERT OF PIPE
LF
INDICATES LINEAL FEET
C&G
INDICATES CURB AND GUTTER
VCP
INDICATES VITRIFIED CLAY PIPE
FL
INDICATES FLOWLINE
FF
INDICATES FINISH FLOOR
SLOVER AVENUE A
N
AVENUE
VICINITY MAP
INLAND EMPIRE UTILITIES AGENCY*
p *A Municipal Water District
Date �a LOCATION MAILING ADDRESS
9400 Cherry Avenue, Building A Post Office Box 697
Fontana, California 92335 Rancho Cucamonga, California 91730
Telephone (909) 357-0241
GENERAL NOTES: (CITY OF FONTANA)
1. 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"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION
UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE
RESOLVED BE REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT
DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION
SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN THE
PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES
DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR
OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR
TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY
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 PURSUANT TO THE
REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES
LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND
MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING
A SEPARATE PERMIT FOR THAT PURPOSE.
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION,
HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE
TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION
TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT
111111-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT
NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE
IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND
CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK
AROUND THEIR FACILITIES.
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT
APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE
WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING
DURING CONSTRUCTION.
15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH
MARKS WITHOUT PRIOR NOTIFICATION OF THE CITY ENGINEER.
16. REMOVAL AND REPLACEMENT OF SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES
AND BENCH MARKS, SHALL BE DONE BY A REGISTERED ENGINEER OR LICENSED LAND SURVEYOR.
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE
REPLACED. THE CONTRACTOR SHALL NOTIFY ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT
TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
17. 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.
18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING
ADEQUATE WATERING, AT ALL TIMES.
19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE
DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING
CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE
REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE
SPECIFIED DENSITY IS OBTAINED.
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
NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH
EXISTING CONCRETE.
24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL
CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE,
SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT.
25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED
CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM
DESIGNATION C700 FOR V.C.P.
26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE
CITY ENGINEER.
27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO
ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY
ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING
FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE
APPROVED BY THE CITY ENGINEER.
30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE
GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT-OF-WAY,
THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT.
31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF CURB AT THE LOCATION OF THE
SEWER LATERAL.
32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF
STREETS.
35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED
GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC
ENGINEER.
38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO
SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
SHEET INDEX:
SHEET 1 OF 5
COVER SHEET
SHEET 2 OF 5
PLAN & PROFILE
SHEET 3 OF 5
MANHOLE DETAILS
SHEET 4 OF 5
BEDDING DETAILS
SHEET 5 OF 5
I.E.U.A. SPECIFICATIONS
UNDERGROUND SERVICE ALERT
c CALL:TOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
"CAUTION": REMEMBER THAT THE USA CENTER
NOTIFIES ONLY THOSE UTILITIES BELONGING TO
THE CENTER. THERE COULD BE OTHER UTILITIES
PRESENT AT THE WORK SITE. THE CENTER WILL
INFORM YOU OF WHOM THEY WILL NOTIFY.
FONTANA IZE&IOWAL CONN. ;:-ZV PROJECT NO CWO t S0 8
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY: SEWER IMPROVEMENT PLANS SCALE: HORIZ.-- 1 "=40'
DWH USF BESTWAY, INC. VERT. -I"=4'
DESIGNED BY:ETIW A AVENUE DATED:
DWH WEE SLS R & SANTA ANA AVE 06/13/01
CHECKED BY: RO , . ` 71a
Q DR. No. SHEET
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