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GENERAL NOTES
CITY OF FONTANA PROJECT LOCATION
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, w
FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE COLOR AND FINISH TO MATCH EXISTING CONCRETE. z
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STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN I ¢ z z z
BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY , � �
LATEST EDITION UNLESS OTHERWISE NOTED. WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. STORM DRAIN IMPROVEMENT PLANS Q
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE DQSTING / " FONTANA
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY z L w CI.
PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
REPORT SAID CONFLICT THE CITY ENGINEER FOR RESOLUTION. CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE , - U�
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PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER i I I(�I ��N `' �I ='a 0 BASELINE AV-NUE
CITY ENGINEER. PI �
AND ALL AFFECTED AGENCIES IMMEDIATELY. ,- - I I ti
4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT J II -- AY VICINITY MAP
SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. ( N.T.S.
5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND �- --1 I II TRACT 16572-
FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION APPROVEDU PRIOR TO PAVING OF STREETS.
PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL
EWING
BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT - II ' DETENTION BASIN
ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL
(909) 350-7610. PAVEMENT PRIOR TO PLACEMENT.
31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL
6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON - J
METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA COMPLETION OF PAVING.
MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS
OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE I
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL J! 5
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
TIMES. 33. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO MH 12
8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO -�
OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CITY ENGINEER.
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THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 34. MINIMUM D-LOAD FOR ALL RCP IS 1350. CYPRESS A MN
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9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE -_ W
FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE I
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. Z
OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE FC=5,000 PSI - ,
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND FC=6,000 PSI FOR ( •i
THE POTENTIAL FOR GROUND MOVEMENT EXISTS. VELOCITIES EXCEEDING 30 FEET PER SECOND. MH 11
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10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC I I ' EXCAVATION SHALL BE BY OPEN TRENCH UTILIZING SHORING IN ORDER TO ALLOW
RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT CITY OF FONTANA, UjfLITY NOTIFICATION LIST FOR A MINIMUM OF ONE OPEN TRAFFIC LANE ADJACENT TO THE EXCAVATION.
PURPOSE.
CITY OF FONTANA S.B.C. INC. N - J i -I 8
11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM 8353 SIERRA AVENUE 3939 E. CORONADO STREET
AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF FONTANA, CA 92335 ANAHEIM, CA 92807 t
THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND (909) 350-6632 (714) 666-5500 LLJ
THE ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER Z I p
PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT
CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO 1981 W. LUGONIA AVENUE (800) 422-4133 THE QUANTITIESSHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR
WORKING DAYS BEFORE EXCAVATION. REDLANDS, CA 92374 1
(909) 335-7547 PACIFIC BELL CO. - OWN QUANTITIES AND BID A COMPLETE JOB.
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12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY EMERGENCIES: (800) 427-2200 3939 E. CORONADO STREET IL CONSTRUCTION NOTES ESTIMATED QUANTITIES
COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, ANAHEIM, CA 92807 I -i�,. _
CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, SO. CALIF. EDISON COMPANY (714) 666-5467 257 LF
RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. 300 N. PEPPER AVENUE VERIZON (TELEPHONE) ' __ INSTALL 48" RCP (D-LOAD PER PROFILE)
ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE RIALTO, CA 92376 1400 E. PHILIPS BLVD. - r�■ '®-_ 0 INSTALL 54" RCP (D-LOAD PER PROFILE) 294 LF
PRIOR TO WORK AROUND THEIR FACILITIES. 909 820-5598 - UNDERGROUND ONTARIO, CA 91766 -- -- -- CONSTRUCT MANHOLE PER CITY STD. 3012 2 EA
909 875-5100 - TRANSMISSION (800) 422-4133
13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR 213 637-1233 - PIPELINES - - - C3
- - -BASELINE AVENUE 0 CONSTRUCT CONCRETE COLLAR PER CITY STD. 3022 1 EA
WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. 909 357-8505 - DISTRIBUTION FONTANA WATER COMPANY
800 422-4133 REMOVE BRICK AND MORTAR PLUG 2 EA
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY ATTN: MICHAEL J. McGRAW
FOR VALVE OPERATION AND WATER REQUIREMENTS. ADELPHIA (CABLE Tl) 8440 NUEVO AVENUE I a 0 SAWCUT, REMOVE & REPLACE EXISTING AC PAVEMENT PER CITY DWG. NO. 1008 6,349 SF
1500 S. AUTO CENTER DRIVE FONTANA CA 92235
14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT ONTARIO, CA 91761 (909) 822-2201 I
WHERE OTHERWISE NOTED. (714) 666-5500 FAX: (909) 823-5046
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ! Y . INDEX MAP
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO N\\\S' INDICATES REMOVE & REPLACE EXISTING A.C. PAVEMENT SCALE 1"=80'
THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE - - - INDICATES CENTERLINE
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING ---- INDICATES RIGHT-OF-WAY LINE
DURING CONSTRUCTION. - - - INDICATES FUTURE IMPROVEMENTS
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, -0300- INDICATES FUTURE CONTOUR LINE .
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE x-- STREET LIGHTS TOP OF STRUCTURAL
-.\
CITY ENGINEER. �. DIRECTION OF FLOW PAVEMENT SUBGRADE
0 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SEWER MANHOLE
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE HGL HYDRAULIC GRADE UNE
BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. O STORM DRAIN MANHOLE 3" MAX. SIZE
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS 90% COMPACTED NATIVE- NATIVE SOIL
BACKFILL 6" MAX SIZE COMPACTED 95%
CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY 1:1 SLOPE OR FLATTER
THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO OR ADEQUATE SHORING 6" MIN.
MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE _
MONUMENT. 8" MAX.
PRIVATE ENCJNars NOTICE TO CONTRACTOR:
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS GRANULAR BEDDING FROM SELECTED r
AND BUSINESSES AT ALL TIMES, A MINIMUM 12 FOOT LANE SHALL BE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES TRENCH SIDE MATERIAL (1" MAX SIZE)
MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
AND EMERGENCY VEHICLES. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
19. THE AND MAINTAIN AN OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE GRANULAR BEDDING FROM SELECTED �' z
MEANS OF CONTRACTORSDURT CONTROL S ,SHALL PROVIDERDING ADEQUATE NDAI WATERING,EFFECTIVEAT ALL TIMES. PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER TRENCH SIDE MATERIAL FOR PIPE 10' I H "'
LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. OR GREATER IN DEPTH USE 1/2 W
CRUSHED STONE BEDDING - : - .t a NOTES:
20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 1. TRENCH WIDTH SHALL BE CONTROLLED
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME TO TOP OF PIPE ZONE
ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
WRITTEN APPROVAL. OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND 2. TRENCH DEPTHS OF GREATER THAN 5'
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND STORM DRAIN SHALL HAVE ADEQUATE SHORING
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER R3. CLASS II AGGREGATE BASE ALL TRENCHES
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL AND THE CITY OF LESS THAN 100 FEET IN LENGTH
OF THE CITY INSPECTOR.
FONTANA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM
22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION.
THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. NOTE:
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING
OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS TRENCH DETAIL UCOMPACTION SHALL BE 90% IN ALL ZONES
NLESS OTHERWISE SPECIFIED. TRENCH STABILITY
OBTAINED. LINA THORIZED CHANGES AI() USES NOT TO SCALE SHALL CONFORM TO CAL-OSHA REQUIREMENTS
23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES SHEET INDEX
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE TITLE SHEET 1
SITE, THE E M ENGINEER MAY REQUIRE TEMPORARY NON-EROEABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE BASIS OF BEARINGS: CYPRESS AVENUE 2
SWALES ENTERING OR LEAVING IMPROVEMENTS. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
BEARINGS ARE BASED ON THE CENTERLINE OF CITRUS AVENUE
BEING NORTH 00'00'13" EAST AS SHOWN ON TRACT 16568, RECORDED IN
MAP BOOK 300 , PAGES 59-62 , RECORDS OF SAN BERNARDINO COUNTY.
Prepared By:
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REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ORIGINAL BENCHMARK CITY OF FONTANA, CALIFORNIA
SHOIAD CONSTRUCTION OF REQUIRED
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IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR: CITY OF FONTANA BM-361 ALLARD ENGINEERING �oPR s. Hq°^��R.R. SPIKE IN PP NO. 1536697E AT INE SW CORNER 42- P\\� 414 FSTORM DRAIN IMPROVEMENT PLAN
N r TWO YEARS OF THE DATE OF APPROVAL OF BASELINE AVENUE AND SULTANA AVENUE. BP30
Civil Engineering - Land Surveying - Land Planning A.. O F1ti0
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SHOWN HEREON AND CARRIED FORTH IN A YH WALNUT, LLC ELEVATION: 1365.01, SINCE DESTROYED8253 Sierra Avenue DRAWN BY: SCALE:
10370 TRADEMARK STREET No. 43976 AE TITLE SHEET AS NOTED _
DIAL11p) TWO WORKING DILIGENT MANNER, THE WY ENGINEER MAY Fontana, California 92335 w m
BEFORE �► DAYS BEFORE RANCHO CUCAMONGA,
YOU DIG YOU DIG REQUIRE REVISIONS TO THE PLANS 1D CA 91730 SITE BENCHMARK \ �09) 356-1815 Fax (909) 1795Exp. 6/30/09 DESIGNED BY: DATE:
Y, SW CORNER, SEC. 31, T.IN., R.5W., S.BM.-2" I.P. * * RRA CYPRESS AVE STORM DRAIN APRIL, 2009
( J P
o / INC THEM INTO CONFORMANCE WITH sos 291-7600L-;i\' s "i - o�-a TOLL FREE 1-800-227-2600 ( ) WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF /l3J J 9T ;_____,/cVAILV-‘ ��� CHECKED BY: APP'�VED BY: DRAWING NO.:
», A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONDIT10N5 AND STANDARDS IN EFFECT BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, A.C.E. 43976 to FFO �. (Z .�
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ELEVATION:139516 (expires 6/30/2009 OSH �•CITY "INEER R.C.E. 51152 4730 2
Filename: M:\dwg\15916\Cypress SD\15916SDOI.dwg