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HomeMy WebLinkAbout2772-1g• GENERAL 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 DAYS 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. I I 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 SHALL 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, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 36. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 37. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. A %°r 4 _tom _ �•\`. E1q�. 9 :3d -os ISUMMIT _ �c AVENUE" CITY OF FONTANA UTILITY NOTIFICATION LIST - �, ,i i II CITY OF FONTANA PACIFIC BELL CO., - ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER -0 8353 SIERRA AVENUE 3938 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467P.A. 8A SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) �� I ATTN: GREG GASPAR ATTN: JACK HAYES -c� Y NO • 8 w 16231 VALLEY BLVD. 1205 DUPONT AVENUEFAIRWA f z FONTANA, CA 92335 ONTARIO, CA 91761 9� w. DUNCAN (909) 428-8411 (909) 390-4738 9,� .n y Q CYN. R°. EMERGENCIES: (800) 427-2200 P.A. o� 20 9�9 �q� a, h 8B 9 Nl SO. CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY .N �� P.A. 6 9� o`' 7951 REDWOOD AVENUE ATTN: STEVE HOCK o do I a��� FONTANA, CA 92335 1400 E. PHILLIPS BLVD. (909) 820-5598 - UNDERGROUND ONTARIO, CA 91766�PgTh (909) 820-5137 - TRANSMISSIONS (800) 227-2600 a (213) 637-1233 _ PIPELINES 15 TB 1�� o > j (909) 357-6589 DISTRIBUTION (\I N0. (800) 227-2600 ISI Q FAIRWAY a U O I 4 SUMMIT � AVENUE H � CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY I 1 I AIRWAY NO' } W ATTN: BILL VANDRKIEFT, JR. ATTN: MICHAEL J. McGRAW a / INTERCHANGE (619) 868-6040 844Q NUEVO AVENUE _ P.A. 1 1 W FONTANA, GA 92335 2 - P.A. 14A o (909) 822-2201 w I , o J FAX: (909) 823-5046 w w P.A. 10 _ UNDERGROUND SERVICE ALERT 0 (800) 227-2600 N 9G F PZAWP� Q G �Q I I ( HIGHLAND AVENUE O� � ' P.A. 9 ?� P.A. 16 9�9 PRIVATE ENGINEERS NOTICE TO CONTRACTORS P.A. 2 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES- OR STRUCTURES `ry2 2 P.A. 14B W N P. A. 1 � , p BASELINE AVENUE SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; f- 0 2 .I N - V) TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT N _ZAW� s THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE t~ -i P.A. 19w P.A. 18 PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE Lj N ¢ PSPWp`l 9hgy �. DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CON13UITS -OR STRUCTURES SHOWN DA -NOT JMSHOWN ON THESE DRAWINGS. VICINITY MAP THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS NOT To SCALE IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION i P.A. 20 OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; - -6kKES- PA T AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER FUTURE COMMERCIAL AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING - FUTURE COMMERCIAL FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ~- CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT FUTURE ROUTE 30 FREEWAY ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. NUE QUANTITIES: LOCATION MAP / INDEX MAP CONSTRUCTION NOTES: PHASE I PHASE 2 PlIAME 3 QO CONSTRUCT 4 1/2' AG PAVEMENT CMIN) 12'. q57. COMPACTED NATIVE MATERIAL 5.610 S.F. (0,072 5.1=. _ CSEE GENERAL NOTE 27 + 28) O CONSTRUCT 5 1/4" AG PAVEMENT CMIN) OVER 12' COMPACTED NATIVE MATERIAL 155,780 S.F. 41.81q S.F. CSEE GENERAL NOTE 27 + 25) CONSTRUCT 8' CURB + GUTTER PER CITY 5TD. DWG. NO. 1003., 7.520 L.F. 2,040 L.F. i� CONSTRUCT 8' MEDIAN CURB PER CITY STD. DWG. NO. 1003. 540 L.F. N'LY_ G/L R/W 51Y.0 CONSTRUCT GROSS GUTTER PER CITY STD. DWG. NO. 104. MODIFIED TO 10' WIDE 8.320 S.F. 2,372 - S,1` 102• R/W 0 © CONSTRUCT RAMPED CURB RETURN PER CITY STD. DWG. NO. 1006. 14 EA. 8 F -A. 51' 51 i� O CONSTRUCT 4• CONCRETE SIDEWALK PER CITY STD. DWG_ NO. 1015." W=PER PLAN 55.040 S.F. 15.300 S.F. 17' 34' 34' O INSTALL STREET LIGHT CSCE #20) 22.000 LUMEN PER CITY STD. DWG. NO. 1016. 1 EA. G' 30` 4' 1 4' 1 30' G' 5' G' A2 O INSTALL BARRICADE PER CITY 5TD_ DWG. NO. 118. 23G L.F. iro8 L.t' ' GLASS II 5' 5' BICE PATH 10 INSTALL STREET LIGHT CSCE #15) 16.000 LUMEN PER CITY STD. DWG. NO. 1016. 17 EA. 5 EA. GLASS II BIKE PATH 0.7 ' 11 CONSTRUCT LOCAL DEPRESSION PER CITY 5TD. DWG. NO. 121, WIDTH PER PLAN 5 EA. G EA. 27 1 - _ - - - _ _ - I LEVEL LINE _ _ 2 ADJUST MANHOLE OR VALVE COVER TO GRADE 13 EA. 5 EA. 2:1 MAX 27 27 2:1 MAX. 13 CONSTRUCT ENHANCED PAVING PER DETAIL AS NOTED. 2.700 S.F. PROP. PROP. MEDIAN PROP. PROP. G + G CURB 2- j4 SAWWT, ?-tMQVE EXIST. GUELB A GUTTER.,5IDEWALK AND A.G. PAVEMENT. COWMUGT EMRY 432> _ L.r. _ SIDEWALK PROP. SIDEWALK G + G STiZE.ET AS NOTED, RZCANSTRIU AFFECTED PAVEMENT T4 MATe-Ii _EXISC. A,c• rMEMENT. TYPICAL SECTION MUIRFIELD LANE NOT TO SCALE SIGNING + STRPING NOTES: ; a t 2& APPLY 4- SOLID YELLOW STRIPE PER DETAIL "A• SHOWN ON 5HT. 7. 207 '_.F. 50 L.F. E'LY. 21 APPLY 12' SOLID WHITE LIMIT LINE OR CROSSWALK_ 58 LF 20 L.F. R/W R/W I , 79' R/W © APPLY 4' DASHED YELLOW STRIPE PER GALTRAN5 DETAIL 2. 3,150 L.F. q50 L.F. 37 C� L 42' 2�APPLY GALTRAN5 STANDARD PAVEMENT MARKING AS G EA_ 1 EA. SHOWN ON PLAN. 15' 22' 22' 20' INSTALL 5IGNC5) AND P05T A5 NOTED ON PLAN. 18 EA. G �CA. 5' 5' 5 5' 10' 5' 2� INSTALL SIGNCS) ON STREET LIGHT POLE AS NOTED ON PLAN. lq EA. 5 EA. 2� APPLY 8' SOLID WHITE STRIPE PER MODIFIED GALTRAN5 STRIPING DETAIL Z8, MODIFIED 140 L.F.�O. i2 _?7 LEVEL LINE Z0� 2z STRIPING DETAIL SHALL INCLUDE TYPE G MARKERS IN PLACE OF TYPE 6 MARKE".C. _ 27. _ _ _ _ 27. MAX 3:1 MAX 2� APPLY G" SOLID WHITE STRIPE PER GALTRAN5 STRIPING DETAIL 39. 378 L.F. PROP. SIDEWALK PROP. GL I PROP. EWE PATH 2� APPLY 4' SOLID WHITE STRIPE PER DETAIL 'B' SHOWN ON 5HT. 7. 100 L.F. 0 oPG TYPICAL SECTION c G 2� APPLY 6' DASHED WHITE STRIPE PER CALTRANS STRIPING DETAIL 3qA. 20G L.F. APPLY 4- DASHED WHITE STRIPE PER MODIFIED CALTRANS DETAIL q. MODIFIED 339 L.F. AUGUSTA DRIVE RECORD STRIPING DETAIL SHALL INCLUDE TYPE G MARKERS IN PLACE OF TYPE _6 ,MARKERS. \ DRAWING NOT TO SCALE O31 APPLY 4' YELLOW DOUBLE STRIPE PER GALTRAN5 DETAIL 2q. A 30 L.F. THESE REOORD GRMWNOt HAVE @M pREpARM N- BENCH MARK: #615 BASIS OF BEARINGS: 10ART, ON THE lA8I3 OF IH ORMAr" WMIPILEDRAILROAD SPIKE AT INTERSECTION THE BEARING OF N890 30'06"E ALONG 3 APPLY 8' DASHED WHITE STRIPE PER MODIFIED GALTRAN5 STRIPING"DETAIL 37B. MODIFIED 100 L.F. �' FURNISMOBYOTHERs3,TMEE1�WMFIWkLWrN of CITRUS AVE. AND LOS CEDROS THE NO. LINE OF SEC. 30, T. IN., STRIPING DETAIL SHALL INCLUDE TYPE G MARKERS IN PLAGE OF TYFF 6. MtRKERS: RESPONS LE " ANY 11111410M OROMI8SKMV 1NW AVE., IN POWER POLE NO. 90i1E R,5W„ S.B.M. PER R,S, 5B/5, WAS HAVE liEN El001M0lIATEO Km Tm DOqUMWM A3 ON THE EAST SIDE OF CITRUS AVE. USED AS THE BASIS OF BEARINGS FOR A RESULTTH EP" THIS PLAN. ELEVATION: 1467.59 �/ c �y REV. REVISION DESCRIPTION DATE EP1GR. CIT'i' DATE Prepared Under The Supervision Of: CITY OF FONTANA, CALIFORNIA ALF, I SNOUL.D i� CI ION OF THE REQUIRED IMPROVEMENTS NOT QAOFESSIO,y PREPARED IN THE OFFICE OF . ��Q�o �,,I1_TOn, <I- MADOLE AND ASSOCIATES, INC. STREET IMPROVEMENT PLA N RTV _ C ,111:_ WITH14 TWO YEARS OF THE DATE OF APPROVAL �� '� y OF THE INLAND EMPIRE PRAWN BY: SCALE: M SHOWN HERP"JN AND CARRIED FORTH IN A DILIGENT MANNER, ' Q m TRACT MAP NO. 15908 to No. 14814 m 9 10601 CHURCH STREET, STE. 107 E.R.F. PHASE II AS SHOWN Two WORKINGTHE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO RANCHO CUCAMONGA CA. 91730 * Exp: 3-31-05 PHONE (909)_ 948-1311 DESIGNED BY: AUG TA DRIVE IRFIELD LANE DATE: i .E DAYS BEFORE � YOU DIG N,EVI5E K A U MTI 1 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND E. R. F. T N )IG 2 I4v1s sl+ S. 2 3 �7 ►65441. ►6541. St'O`� STANDARDS IN EFFECT. sT�IF crvl�- oQ��` d CHECKED B APP VIED BY: -' DRAwINc No. °° OF CA%- Date: fir 1 4'.153!�•3n•o� 8 z MADOLE R.C.E,14814 EXP.3-31-05 M. L. B • DATE: 2772 -s CITY ENGINEER R.C.E. 51152 EXP. 9-30-01 *P* TITLE SHEET FOR PHASE II -TR. 15908 - 21 [O. 231] PF: 1154 6802 12-Jul-Oi 08:08 AM / 826-1154-1 DWG. DATE: TOLL FREE 1-800-227-2600 '-A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT