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Home My WebLink About2807-1GENERAL NOTES 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. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 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. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4. CURVE DATA REFERS TO THE FACE OF CURB. 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 6. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 7. 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 1-800-227-2600 TWO WORKING--AYS BEFORE EXCAVATION. B. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 9. 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. 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 11. 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. 12. WHEN 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. 13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 16. 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. 17. 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. 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 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. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 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. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 23. 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. 24. 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. 25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 26. 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. 27. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 28. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 29. 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 CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 30. NO MATERIAL OR EQUIPMENT,SHALL BE,,STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR: 31. THE SEWER CONTRACTOR �SHALLI.STAMP%AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. -THE CONTRACTOR SHALL;.PROVIDE'AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, - INCLUI�ING,;ADEQUATE>,WATE-I4'ING �,AT ALL TIMES. 33�` *HE -`CONTPACTbR':`,SHA`IL GOWORWTfl. ALL TRAFFIC CONTROL POLICIES, METHODS AND PR04EQURES DESr✓RIBED"IN--TSE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS bHEAWI z,7-0 -C ED -BY TSE 'CITY TRAFFIC ENGINEER. 34.0 PQNI-NPL�TIOW.10f CONST UCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, � kD Sl AND -"OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF S HE % � TRAF fC ENGINEER . N 3f:;ALL GRADI•NO;-Of5ERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25'MILE'S PER HOUR. 37. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. f '(NOMAS Cc g No. 62183 C F Exp, -36-05 CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO., ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) ATTN: GREG GASPAR ATTN: JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA 92335 ONTARIO, CA 91761 (909) 428-8411 (909) 390-4738 EMERGENCIES; (800) 427-2200 SO. CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY 7951 REDWOOD AVENUE ATTN: STEVE HOCK FONTANA, CA 92335 1400 E. PHILLIPS BLVD. (909) 820-5598 - UNDERGROUND ONTARIO, CA 91766 (909) 820-5137 - TRANSMISSIONS (800) 422-4133 (213) 637-1233 - PIPELINES (909) 357-6589 - DISTRIBUTION (800) 422-4133 CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY ATTN: BILL VANDRKIEFT, JR. ATTN: MICHAEL J. MCGRAW (619) 868-6040 8440 NUEVO AVENUE FONTANA, CA 92335 (909) 822-2201 FAX: (909) 823-5046 UNDERGROUND SERVICE ALERT (800) 227-2600 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 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 RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF 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. VICINITY MAP NOT TO SCALE . -CONS INSTALL 2'XG' REDWOOD HEADER 2.210 LF I ON NOTES: R/oP. - �O INSTALL BARRICADE PER CITY STD. DWG. NO. 118. yyTOTAL ,CFD 1 0 cotia RL(CT 71/4"AC. PAVr-MF-NT04(9) OVER 12" OP CONI PACTFID NAT(Vr MATERIAL X 91 COW � 127G85ToNs 52' 65" 11 � Cif-NERAI ) C NOMS Z7 4 28 - SF 28� 010" C;oN5-MiucT4114,c.PAYFMENr04114) OVER 12" of COM PAC= III4E- MATEiRAL 1;510 5F 3& TON 12' RELOCATE EXISTING POWER POLE +/OR GUY WIRE. (611 GENMAL NOTF-5 27 28 EA 40' 40" Q CONSTRUCT 8' GF CURB + GUTTER PER CITY STD. DWG. NO. 1003. -5y (036 LF 5, 638 r LF 3, 540 5F 3,540 6' I 6' 33' 7' 7' 33' FROM STA- 38+GG TO STA- 45+84.33 CONSTRUCT 8' GF CURB ONLY PER CITY STD. DWG. NO. 1003. 8.135 LF 8,).35 !-LJF Q4 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006. 12 EA I2 CA CONSTRUCT 4- SIDEWALK PER CITY STD DWG NO 1015 CW=PER PLAN) 4.1 &00 5F 43 &00 .SF .7 PROP. MEDIAN 0.77 INSTALL STREET LIGHT 22.000 LUMEN PER CITY STD. PLAN NO. 1016. 20 E 0 - � GURB G7 ROTATE ECCENTRIC ----- MANHOLE CLEAR OF MEDIAN CURB PRIOR TO CURB CONSTRUCTION. I EA '� 27 -- - - 27 ® CONSTRUCT BUS BAY PER CITY 5TD. PLAN NO. 1014. 2.849 SF 2,,849 51 27 :12Z. -y. _.___ G9 INSTALL 2'XG' REDWOOD HEADER 2.210 LF 2, 2I0 Lf - �O INSTALL BARRICADE PER CITY STD. DWG. NO. 118. 2 - EA 2 `�A PROP. 11 SAWGUT + REMOVE EXISTING AC PAVEMENT. 128,010 SF 28� 010" C + G 5f @2 RELOCATE EXISTING POWER POLE +/OR GUY WIRE. 23 EA 0 EA TYPICAL SECTION O3 CONSTRUCT GROSS GUTTER PER CITY 5TD. DWG. NO. 104. MODIFIED TO 10' WIDE. 3, 540 5F 3,540 SF FROM STA- 38+GG TO STA- 45+84.33 CONSTRUCT DISCHARGE STRUCTURE PER CITY STD. DWG. NO. 124 1 EA 1 EQ N.T.S. PROP SUMMIT AVENUE SHEET TR- NO- 15682 (p , 5 N pRNE I 6 5 T. = z15684 m -10110 Zg ja N�. �Q 00 d L0 w 4 SHEETS 7 Q 4 685 z I 5 I q µe . 15 cc _ ca WINDFLOWER Z8 4 AVENUE CLUBHOUSE DR ui a� tVE z OI w SHEETS 11 MULANELD 4 �a L co a CURTIS AVENU 9� 10 ��' Z 16 LA SIERRA MEDINAH 4 DRIVE y 11 10 17 N � 17 �N J w_ a w v 4 14 15 z SHEETS SHT. 17 a 3- 4 13 R m 14 SHEET �k fs 20 SHEETS 7 18 W w 2 19 FUTURE (ROUTE 3000 HIGHLAND AVENUE INDEX MAP - SCALE IN FEET 800 1600 2400 PROP. R/W PROP. R/W 21 FREEWAY AL - DRAWING 5HT NO'S TITLE SHEET 1 IMPROVEMENT PLANS 2-7 SIGNING + STRIPING 8-10 PLANS 3200 VARIES 52' VARIES 52'-65' 12' 40' VARIES 40'-49' I I } ' 6' 6' 33" 7' 7' 33' ( 25. EX. R/W 5 16' EXI5T PROP. R/W VARIES -I 12 -16 h6' 1 .ARIE GROUND PROP. ..ME. EDN 0.77 -27- _Nt-. .- .-.-.-.- CURB 2-1 27 - - 27. 2.1 T' 27. 27. C^ PROP_ L _ - G + G FUTUREY REDWOOD G + G HEADER PROP. G + G TYPICAL SECTION FROM STA_ GO+00 TO STA- 70+50 N.T.S. pI 5 CONSTRUCT LOCA ,PRES DEION PN PER CITY STD. DWG. NO. 121 CW=PER PLA. 5 E/yo�P ® QQ R EMove EY45T 26X Cv" Rf -W000 H:rA0F-iZ 2.1507 LF �y ' A= vARIEs. IN�GA TkJl N 12' 40. VARIES 49'-40' VARIES Q 21 APPLY CALTRANS STANDARD PAVEMENT MARKING AS NOTED ON PLAN. 40 EA 40 EA 16'_12' w) P INSTALL SIGNC53 ON P05T AS SHOWNON PLAN. 47 EA 47 E�/G' G' 33' 7' 7' VARIES 42'-33' G' g 5 INSTALL 51GNC5) ON STREET LIGHT STANDARD AS SHOWN ON PLAN. 9 EA 9 EA, I 30 �ARIE5I +� w 2 APPLY CALTRANS STANDARD STRIPING DETAIL 24, EDGELINE. 145 LE 145 Lr 5T. � 2 16' Q w . _ � � Ian �0 �`' I PROP - APPLY MODIFIED CALTRANS STANDARD STRIPING DETAIL 38 TO USE TYPE G 2,480 _LF 2,480 .�� GR 0.77 Cz a REFLECTIVE PAVEMENT MARKER5CRPM) IN PLACE OF TYPE G RPM'S. X 0 MEDIAN Q CURB -' APPLY CALTRANS STANDARD STRIPING DETAIL 39. 3,340 LF 3) 340' Lf 2Z- _ - - _ - - - - 27 - - - - - - - - - - Z7 2C APPLY CALTRANS STANDARD STRIPING DETAIL 38. 35 LI 3Jr L F �1 - ?� 27 2, APPLY GALTRANS STANDARD STRIPING DETAIL 29. 180 LF 160 LF L T - REDWOOD 0 APPLY GALTRANS STANDARD STRIPING DETAIL 39A. 480 LF _,4:80 LF FUTURE T G HEADER PROP. 2 APPLY SOLID 12' WHITE LIMIT LINE OR CROSSWALK. �� 1.010 LF 11010 LF C + G 3� APPLY SOLID 4' WHITE STRIPE, PER DETAIL 1. SHTS 8 :10. " 450 LF 450 LF TYPICAL SECTION >~I�ss o,^ FROM STA_ 48+4G-76 TO STA. 59+00 Q APPLY MODIFIED GALTRANS STANDARD STRIPING DETAIL 12 Tb USE TYPE G _ OMA 5.150 LF 51150 LF REFLECTIVE PAVEMENT MARKERSCRPM)-IN PLACE OF TYPE G RPM'S. ,: Q� ��N SSf ti , N.T_S. INSTALL TYPE F-1 MARKERS e 100' O G �,.Z 24 EA No. 62183 c� m W m a BENCH MARK: # 615 BASIS OF BEARIN( 30 APPLY CALTRANS STANDARD STRIPING DETAIL 37B. d Exp. .on!f GOO LF (p00 - LF R - ,' RAILROAD SPIKE AT INTERSECTION THE BEARING OF N OF CIi/1� ?-� Q AVE., INSAVE. AND POWER POLELOS NO.C90R01E THE N0. LINE OF �OfOgt.��/f ON THE EAST SIDE OF CITRUS AVE. USED AS THE BAST, THIS RMUORD THE*INC 1MgT . ��►� NAVE . t)tr `I! 8I13J� OF I111t19�f PgEp� OrHERS HAVE 7{ > 111�tY ERfi( on .B A FW-SMTAt �'4 ffrD NlTp WFMpf 826-1163 *P* CITRUS AVENUE TITLE SHEET - 21 (0, 231] PF: 1154 7201 16 -Jai; -01 03:48 PM f 826-1154- _ nW6- nATF- I,