HomeMy WebLinkAbout2831-2PROJECT SPECIFIC NOTES
1. GENERAL
CITY WILL OBTAIN AN ENCROACHMENT PERMIT FROM THE COUNTY OF SAN
BERNARDINO TRANSPORTATION DEPARTMENT (FOR WORK TO BE PERFORMED
WITHIN COUNTY RIGHT-OF-WAY). CONTRACTOR SHALL PERFORM ALL WORK
IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF SAID PERMIT.
CONTRACTOR SHALL MAINTAIN TWO LANES OF TRAFFIC AT ALL TIMES
DURING CONSTRUCTION UNLESS OTHERWISE SPECIFIED OR PERMITTED BY THE
CITY. NO CLOSURE OF SLOVER AVENUE WILL BE PERMITTED. CONTRACTOR
SHALL FURNISH TRENCH PROTECTION AS REQUIRED TO CONSTRUCT SEWER
AND MAINTAIN TRAFFIC MOVEMENT.
CITRUS AVENUE IS A BUS ROUTE FOR FONTANA UNIFIED SCHOOL DISTRICT
(FUSD). CONTRACTOR SHALL ACCOMMODATE FUSD AS REQUIRED TO
MAINTAIN SERVICE.
2. NOTIFICATIONS
ONE MONTH PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR SHALL
POST CONSTRUCTION NOTICE SIGNS SPECIFYING DATES WHEN CONSTRUCTION
WILL BEGIN AND CONTRACTOR'S NAME AND PHONE NUMBER.
IN ADDITION TO NOTIFICATIONS SPECIFIED IN THE CONSTRUCTION
SPECIFICATIONS (GENERAL CONDITIONS, UTILITY REQUIREMENTS),
CONTRACTOR SHALL NOTIFY RESIDENT AND COMMERCIAL ESTABLISHMENTS
OF IMPENDING WORK. PRINTED NOTICES, PROVIDED BY CITY, SHALL BE
DELIVERED TO ALL RESIDENTS AND COMMERCIAL ESTABLISHMENTS IN THE
VICINITY OF THE WORK AT LEAST SEVEN DAYS IN ADVANCE OF
CONSTRUCTION. SAID NOTICES SHALL FIRST BE APPROVED BY THE CITY AND
SHALL CONTAIN A GENERAL DESCRIPTION OF THE WORK, DATES WORK WILL
BE PERFORMED, DESCRIPTIONS OF AREAS WHERE TRAVEL AND PARKING WILL
BE RESTRICTED, AND NAMES OF STREETS WHICH WILL BE CLOSED TO
THROUGH TRAFFIC OR WHERE TRAFFIC WILL BE RESTRICTED.
IF THE CITY OR COUNTY RECEIVES COMPLAINTS FROM INDIVIDUALS AFFECTED
BY CONSTRUCTION, CONTRACTOR SHALL TAKE IMMEDIATE ACTION TO
CORRECT THE SITUATION AS DIRECTED BY THE CITY. IF CONTRACTOR
RECEIVES COMPLAINTS DIRECTLY, HE SHALL REPORT SAME IMMEDIATELY TO
THE CITY. THEREAFTER, HE SHALL TAKE IMMEDIATE ACTION TO CORRECT
THE SITUATION AS DIRECTED BY THE CITY.
3. SEWER LATERALS
APPROXIMATE LOCATIONS OF LATERALS ARE SPECIFIED ON THE
CONSTRUCTION DRAWINGS. CONTRACTOR SHALL COORDINATE WITH CITY AND
EACH PROPERTY TO DETERMINE PRECISE LOCATIONS. THEREAFTER,
CONTRACTOR SHALL CONSTRUCT LATERAL FROM PROPOSED SEWER TO
WITHIN 0.5' OF EXISTING RIGHT-OF-WAY AT THE LOCATIONS SPECIFIED.
IN ACCORDANCE WITH STATE DEPARTMENT OF HEALTH SERVICES
REQUIREMENTS, LATERALS SHALL BE CONSTRUCTED A MINIMUM OF 10' FROM
EXISTING PARALLEL WATER FACILITIES.
4. RESTORATION REQUIREMENTS
CONTRACTOR SHALL PROTECT EXISTING CURB AND GUTTER IN PLACE
DURING SEWER CONSTRUCTION. IF CURB AND GUTTER IS DAMAGED DURING
CONSTRUCTION, CONTRACTOR SHALL REPLACE SAME TO LIMITS SPECIFIED BY
CITY. CONTRACTOR SHALL, AS A MINIMUM, HAVE ACCOMPLISHED BY THE
END OF EACH WORK DAY (4:00 P.M.) THE FOLLOWING:
A. PLATE (ANTI-SKID PER CALTRANS STANDARDS) OPEN EXCAVATIONS (30'
MAXIMUM). TEMPORARY ASPHALT CONCRETE SHALL BE PLACED AROUND
PLATES FOR SMOOTH TRANSITION (WHERE APPLICABLE).
B. FILL ALL REMAINING EXCAVATIONS WITH COMPACTED BACKFILL AND
PLACE 2" MINIMUM TEMPORARY ASPHALT CONCRETE PAVEMENT IN ALL
AREAS WHERE EXISTING PAVEMENT WAS REMOVED. SAID PAVEMENT SHALL
BE COMPACTED, ROLLED SMOOTH AND FLUSH WITH ADJACENT PAVEMENT
SUFFICIENT TO SUPPORT TRAFFIC. SAID PAVEMENT MAY BE PLACED COLD
PROVIDED IT IS PLACED SMOOTH AND FLUSH WITH ADJACENT EXISTING
PAVEMENT AND ROLLED WITH A STEEL WHEELED PAVEMENT ROLLER, AND
PROPERLY MAINTAINED.
C. REMOVE ALL DEBRIS, CONSTRUCTION MATERIALS, AND EQUIPMENT FROM
PUBLIC STREETS, CONSTRUCTION RIGHT-OF-WAY, AND PRIVATE PROPERTY.
D. CLEAN (INCLUDING SWEEPING AND WASHING) ALL STREETS, DRIVEWAYS,
GUTTERS, SIDEWALKS, AND ALL OTHER WORK AREAS. (CONTRACTOR MAY BE
REQUIRED TO WASH AND/OR SWEEP WORK AREAS MORE THAN ONCE A DAY,
IF DIRECTED BY THE CITY).
E. RELOCATE ALL TRAFFIC CONTROL AS REQUIRED AND TO OPEN ALL
STREETS TO TRAFFIC.
CONTRACTOR SHALL MAINTAIN ALL TEMPORARY ASPHALT CONCRETE
THROUGHOUT THE COURSE OF CONSTRUCTION. CONTRACTOR SHALL BE
RESPONSIBLE AT ALL TIMES TO MAINTAIN TEMPORARY ASPHALT CONCRETE
AND TRENCH BACKFILL IN GOOD AND SAFE CONDITION. CONTRACTOR SHALL
IMMEDIATELY RESPOND TO ALL REQUESTS BY CITY FOR REMEDIAL WORK
(INCLUDING WEEKENDS AND HOLIDAYS). CONTRACTOR SHALL HAVE A CREW
AVAILABLE TO RESPOND TO SAID REQUESTS.
CONTRACTOR SHALL RECYCLE ALL REMOVED ASPHALT CONCRETE PAVEMENT.
CONTRACTOR SHALL FURNISH CITY WRITTEN DOCUMENTATION THAT SAID
PAVEMENT HAS BEEN RECYCLED.
U n derarou n d 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 Ia .. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
5. ADDITIONAL BACKFILL REQUIREMENTS
WHERE PROPOSED SEWER CROSS BENEATH EXISTING WATERLINES (4"
MINIMUM DIAMETER), CONTRACTOR SHALL INSTALL 1 SACK CEMENT SLURRY
BACKFILL FROM TOP OF SEWER TRENCH PIPE ZONE TO SPRING LINE OF
EXISTING WATER LINE AND INSTALL CLEAN SAND BEDDING TO 6" OVER
EXISTING WATERLINE. BEDDING SHALL BE A MINIMUM 12" EACH SIDE OF
WATERLINE.
WHERE PROPOSED SEWER LATERALS CROSS BENEATH PROPOSED STORM
DRAIN AND WHERE SEPARATION IS LESS THAN 1.5', CONTRACTOR SHALL
CONSTRUCT CONCRETE ENCASEMENT PER LOS ANGELES DEPARTMENT OF
PUBLIC WORKS. SEWER ENCASEMENT SHALL EXTEND TO FIRST JOINT BEYOND
STORM DRAIN PIPE. APPROXIMATE LENGTH FOR EACH ARE SHOWN ON THE
DRAWINGS.
6. TRENCHING
CONTRACTOR SHALL WHILE ACTIVELY WORKING IN CONSTRUCTION AREA,
LIMIT OPEN TRENCHES TO 100 FEET MAXIMUM. NO OPEN TRENCHES ARE
PERMITTED DURING NON WORK HOURS.
7. SEWER CONSTRUCTION SEQUENCE
CONTRACTOR SHALL CONSTRUCT CONNECTION TO EXISTING 33" SEWER PER
DETAIL 'A', SHEET 8. CONTRACTOR SHALL CONSTRUCT SEWER
CONTINUOUSLY FROM DOWNSTREAM TO UPSTREAM INCLUDING MANHOLES,
SEWER EXTENSIONS, AND SEWER LATERALS. CONTRACTOR SHALL TEST
SEWER IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION ("GREEN BOOK"), SECTION -306-1.4, AFTER BOTH
SEWER AND STORM DRAIN CONSTRUCTION IS COMPLETE.
S. SURVEY MONUMENTS
CIN WILL TIE OFF ALL EXISTING KNOWN MONUMENTS AND FILE ALL
REQUIRED DOCUMENTS PRIOR TO BEGINNING CONSTRUCTION. CIN WILL
RESET MONUMENT AFTER CONSTRUCTION IS COMPLETE.
9. ASPHALT CONCRETE PAVEMENT/STRIPING SIGNAGE
FINAL ASPHALT CONCRETE PAVEMENT (AGGREGATE BASE, BASE PAVEMENT,
AND OVERLAY) SHALL BE INSTALLED AFTER STORM DRAIN CONSTRUCTION IS
COMPLETE. ALL ASPHALT CONCRETE PAVEMENT LIMITS, AND REQUIREMENTS
AND STRIPING AND SIGNING REQUIREMENTS ARE SPECIFIED ON THE CITRUS
AVENUE IMPROVEMENTS RESTORATION AND TRAFFIC CONTROL (JURUPA
AVENUE TO SLOVER AVENUE DRAWINGS.)
2 iZEG,o 20 I�R,A.�/I I-1Cm
REV. REVISION DESCRIPTION
b/02 5t-1
DATE ENGR. I CITY
DATE
QPNIRtq� �.
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No .44226
Exp.6-30-01 Q.
OF CAI.
GENERALNOTES
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 BY 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 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 STATE 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, I:N 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 1-800-227-2600 TWO
WORKING DAYS BEFORE EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY
COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTR!C,
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 STREET 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 TO THE
CITY ENGINEER.
16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY
MONUMENTS THAT WILL BE DESTROYED 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 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.
G211 SUSTE 10000NVENTION CENTER WAY
Lr)4cin
ONTARIO, CA 91764
(909) 937-0200
24 tj
MICHAEL PATRICK THORNTON R.C.E. No. 44226
EXPIRES: 6-30-01
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 6" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM
GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
30. TERMINATE ALL 6" HOUSE SEWER LATERALS 0.5 FEET OUTSIDE THE LOT
WITH A PLUG.
31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE
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
CONSTRUCTION NOTES FOR
SEWER IMPROVEMENTS
CITRUS AVENUE
FROM JURUPA AVE. TO SLOVER AVE.
SELECT IS
MATERIAL
90% COM
PROPOSED VCP
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.
Bedding Detail.
N.T.S.
TABLE: 200-1.2(A)
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 1 /2"
-
1 of
100
3/4"
90 - 100
1/2 of
30 - 60
3/8"
0 - 20
NO.4
0-5
NO. 8
-
ASTM C131
TEST GRADING
B
NOTE:
1. PAVEMENT REQUIREMENTS PER CITRUS AVENUE
DETOUR IMPROVEMENTS/RESTORATION AND
TRAFFIC CONTROL (FROM JURUPA AVENUE TO
SLOVER AVENUE) DRAWINGS.
CITY
CCP
DESIGNED BY
MPT
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Ic
,K
)N
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED,
IN PART ON THE BASIS OF INFORMATION COMPILED
AND FURNISHED BY OTHERS. THE ENGINEER WILL
NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO
THESE DOCUMENTS AS A RESULT THEREOF.
OF FONTANA, CALIFORNIA
CITRUS AVENUE
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CONSTRUCTION NOTES DATE: o
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CITY ENGINEER R.C.E. No. 25126
JUNE 2000
DRAWING NO.: 2 I
2831 8 0
LDK JOB #: 124-07
1116-S