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Home My WebLink About3273-1is GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,° FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE COLOR AND FINISH TO MATCH EXISTING CONCRETE. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ('GREEN BRIDLEPATH M 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. Amilk WILSON AVE SUMMIT AVE 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITYPE � ® ,h PROVISIONS IN THE 'GREEN BOOK', THE CONTRACTOR SHALL IMMEDIATELY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY 0 H � REPORT SAID CONFLICT THE CITY ENGINEER FOR RESOLUTION. CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. RANCHO &INYAN' STREET CUCAL �iONGA 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE CITY ENGINEER. PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER RD AND ALL AFFECTED AGENCIES IMMEDIATELY. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT NOR"' FRDHr'E RD SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING � ACCESS RD z STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED., SHARON COURT _ 0 O �L �II !'� j •- I 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF b -- ®®®r4 >' ,� _ = = = = 3®= R 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND e•., �'`` - ',st HIG ND AVE FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION sr APPROVED PRIOR TO PAVING OF STREETS. ° ---- PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ° ° � W ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT ate_ =s=a �_ Reg lef ' - v Sr (909) 350-7610. PAVEMENT PRIOR TO PLACEMENT. !I a i i I ' - ---- - - WALNUT AVE a 59� a i - - - WALNUr AVE a < FONTANA 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES 31 • ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL ® an ' BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON [ �J i 4 ' 61 / s f ---- 4 a U METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA = - ---� --i-- �- � COMPLETION OF PAVING. ®-_-�---- MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS ---- u _ OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. SPRWE TREE {�T1CY easE�'E A`+Er"'E � o 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL u 1 1 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN u ° ' 63 DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. o E BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL ;, �C �� 4 TIMES. - 6f 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE VICINITY PROJECT ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO 3 = i 56 ----� M ri i s LOCATION 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION 7 (_-F�y N.T.S. THE CITY ENGINEER. I OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM II P" THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY i 33 i E 66 °' 0 '4 x ( � 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. ° ` I O ----------------------- V 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) - 67 �l V r7 74 ae 124 -? FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE , Ip - GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS ------ a , 0 ° E a I' FI ! [ ' OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. CITY OF FONTANA, UTILITY NOTIFICATION LIST ! ; Y_ _ ° 1 , '_ VT 76 TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. CITY OF FONTANA PACIFIC BELL CO. ° `r , C CONSTRUCTION NOTES ESTIMATE OF UANTIT 8353 SIERRA AVENUE 3939 E. CORONADO STREET _-®-- = I 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC FONTANA, CA 92335 ANAHEIM, CA 92807 p� 41 sp 3 INSTALL 24" RCP (1350-D) 22 LF RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT (909) 350-6632 (714) 666-5467 _ h31 e t + 49 I , ; a- REMOVE BRICK AND MORTAR PLUG 1 EA PURPOSE.42 hl 71 S0. CALIF. GAS COMPANY COMCAST (CABLE N) b ! !7 : ----- - .---. -' ,1 -._._ _� _., ----- 1981 W. LUGONIA AVENUE 1205 DUPONT AVE. - 3 - - - - 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM 44 i 43 REDLANDS, CA 92374 ONTARIO, CA 91761 25 I - AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF (g09) 335-7547 (909) 390-4738 -- S 11-_ ° 7s 3 = THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND , 47 . EMERGENCIES: 800 427-2200 - THE ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER ( ) 7S 7 CRAWFORD CANYON MUTUAL WATER CO. b : 7 HERETO. THE CONTRACTOR SHALL 7 ° I PRECAUTION TO AVOID DAMAGE T SO. CALIF. EDISON COMPANY ATTN: BILL VANDERKIEFT, JR. -- ---- --- �. 74 3 CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO 300 N. PEPPER AVENUE (619) 868-6040 ° Fj ° 7 WORKING DAYS BEFORE EXCAVATION. ----- r I = LEGEND RIALTO, CA 92376 is CARL _ E 909 820-5598 - UNDERGROUND GENERAL TELEPHONE COMPANY A� s j I - -- - 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY 909 875-5100 -TRANSMISSION 1400 E. PHILIPS BLVD. __-- °E COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, - i ffi ' 8 76 i m DIRECTION OF FLOW 213 637-1233 PIPELINES ONTARIO, CA 91766 �� , , ; o0 CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, 909 357-6223 - DISTRIBUTION n 10 7 3 - - I STREET LIGHT 74 4 I--0 RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. o i � � 77 s ] I, 37 , � ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE FONTANA WATER COMPANY + _ ,4 u 6 1 b PRIOR TO WORK AROUND THEIR FACILITIES. 8440 NUEVO AVENUE 78 = 94 132 FONTANA CA 92235 - _ _ .� 6 ° w 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR (909) 822-2201 WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. 39 FAX: (909) 823-5046 ------ CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY 4� „ - E FOR VALVE OPERATION AND WATER REQUIREMENTS. ----- ' I ~- ° I 14 r s zof l ! ° ISE - R4ADEQ!°ATE SHORINPE OR G 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT - -- 3 1 ° 44 F WHERE OTHERWISE NOTED. 16 9 � t � ! 4 90% COMPACTED NATIVE ----- i -- - - -- - - - - - - ---- -- BACK SIZE `} FILL 3' MAX 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE PRIVATE ENG= R'S NOTICE TO CONTRACTOR ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO - - _�� ___________ _ _ __---------------------------j THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES --- T �- _-6 MIN. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ` PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR _ _ _ _ BASELINE ` _ ® T A VES 8" MAX. DURING CONSTRUCTION. SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE STET OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE LIE ° 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER AVENUE w MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. GRANULAR BEDDING FROM SELECTED I . CITY ENGINEER. } TRENCH SIDE MATERIAL (i' MAX SIZE) CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTEDINDE1 IAP 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SCALE: 1'=150' S a m SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE CN BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND GRANULAR BEDDING FROM SELECTED f - z SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND TRENCH SIDE MATERIAL FOR PIPE 10' o .i CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER OR GREATER IN DEPTH USE 1/2 >wP w THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY CRUSHED STONE BEDDING '; r a AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE MONUMENT. OF THE DESIGN PROFESSIONAL 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND (JNAjj�'Ij® CHANGES AND USES: -' BUSINESSES AT ALL TIMES, A MINIMUM 12 FOOT LANE SHALL BE STORM DRAIN w w MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE 0.6'D' m m AND EMERGENCY VEHICLES. FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. Q�oFEss�pN ` NOTES: 19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS Quo Jap 5. HA4,t, RECORD DOCUMENT OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. �1v oP �� 1. TRENCH WIDTH SHALL BE CONTROLLED M These Record Documents have been prepared based TO TOP OF PIPE ZONE 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, � No. 43978 M on information provided by others. The Design 2. TRENCH DEPTHS OF GREATER THAN 5' SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY Exp. s- 09 Professional has not verified the accuracy and/or SHALL HAVE ADEQUATE SHORING ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR sr c1vII e� completeness of this information and shall not be 3. CLASS II AGGREGATE BASE ALL TRENCHES OFC responsible for any errors or omissions which may LESS THAN 100 FEET IN LENGTH WRITTEN APPROVAL �q� 'in rated herein as a result. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL r s OF THE CITY INSPECTOR. 2 08 NOTE. 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. DATE COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING SHALL CONFORM TO CAL -OSHA REQUIREMENTS OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE TRENCH DETAIL SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. BASIS OF BEARINGS: NTS BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., SBB & M BEING N00'06'51'E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282, PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY p OIr REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF REQUMM $RNC A Prepared By: QROFESS CITY OF FONTANA, CALIFORNIA "HO MEM NOT CO- •.�AICE VITHIN PREPARED FOR: ALLAFID ENGINEERING �4P�o S HqM�<Fz 1�CI�0 FONTANA CIFIC PLAN TV'JO YEARS OF THE DATE OF APPROVAL Y®(J�jG HOi B•M. #361, SPIKE IN NORTH FACE OF P.P. Civil Engineering - Land Surveying - Land Planning o #1536697E AT SOUTH WEST CORNER OF a DRAWN BY: TRACT 1Y0. 1625 SCALE. SHO HEREON AND C FORTH INA 10370 TRADEMARK STREET 8253 Sierra Avenue m CGR AS NOTED DIAL RANCHO CUCAMONGA, BASELINE AVENUE AND `'SULTANA AVENUE. No. 43976 ENG MAY Fontana, California 92335 w m 7AMA TWO WORKING D�"9.IGEtT THE CITY STORM D PLAN �-�� i`,� Exp. 6/30/05 � DESIGNED BY: • - DATE: BEFORE �•�.� DAYS BEFORE REQUIRE REVI&ONS TO THE PLANS TO CA 91730 (909) 356-1815 Fax (909) 356-1795 * * JRR APRIL, 2003 YOU D) G YOU DIG BRING THEIN INTO CONF0 ANCE t"7M (909) 477-6715 1� Q sq CIVIL V I L r��P CHECKED B APP ED BY: DRAWING NO.: TOLL FREE1-800-227-2600 � �---,. .� TF F�� ~�.. � �. CO MO -S AND STANDARDS IN EFFECT David S. Hammer, A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION: 1365.01 A.C.E. 43976 Date of CAL DSH . 1 - o 3273 �C-otlD 'pn.iAwtty � Q �z og �B d (expires 6/30/2005) CITY ENGINEER R.C.E. 51152 Z filenome: M:\UWG\15904\SIOHM\I6Z5S\16255-SOUI.VWG