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Home My WebLink About5051REF-3POINT E llif f:I lue 294 711 N.T.S. INDEX TABLE CB STATION A B C D E F(A+H1) G(D+H1) N K Wd L M CASE SHT. NO. 1 106+53.501494.10 1494.05 1494.17 1494.29 1494.20 1494.28 1494.47 5' 5' 21' 6' 4' A 8 2 103+73.151492.46 1492.41 1492.56 1492.67 1492.56 1492.64 1492.85 5' 5' 25' 6' 4' B 8 3 10+88.53 1494.65 1494.68 1494.80 1495.03 1494.66 1494.83 1495.21 5' 5' 5' 6' 4' A 8 4 91+29.93 1479.63 1479.51 1479.86 1480.04 1418.01 1479.81 1479.68 5' 5' 10' 6' 4' A 7 5 10+93.93 1479.19 1479.22 11479.36 1479.57 1479.22 1479.37 1479.75 5' 1 5' 1 7' 6' 4' A 11 6 9+11.09 1477.24 1477.26 1477.57 1477.77 1477.26 1477.42 1477.95 5' 5' 1 14' 6' 4' A 11 7 37+41.79 1417.93 1417.90 1418.00 1418.14 1418.01 1418.11 1417.93 5' 5' 15' 6' 4' A 4 8 10+96.97 1417.65 1417.64 1417.92 1418.26 1417.64 1417.83 1418.44 5' 5' 10' 6' 4' A 10 H=3% H1=0.18'. H3=0.13' SEWER GENERAL NOTES 1. ALL WORK SHALL BE N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (-GREEN BOOK7. ALL REFERENCE SPECIFICATIONS AND STANDARDS SWILL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT S FOUND TO EX19 N 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 CRY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DEVELOPMENT SERNCES ORGANIZATION , DEPARTMENT OF ENGINEERING PRIOR TO THE START OF ANY 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 EDTIION UNLESS OTHERWISE DIRECTED BY THE CRY TRAFFIC ENGINEER. 6. R SWILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS AND OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SFWl OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE PROVISION OF INDUSTRIAL SAFETY. 6 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPNG OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREIENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SWILL 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 LOCATION OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, R SWILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATIONS 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 DAYS BEFORE EXCAVATION. 11. 'THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILDTY 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. ALLUTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACLITIE3. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANTS OR WATER AWN 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 SEWER 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 SURVEYCONT M NCUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CML ENGINEER OR LICENSED LAID SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEN( 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 VOICILIES. 18. • THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST, INCLUDING ADEQUATE WATERING. AT ALL TIMES. 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIA, 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. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. A GEOTHECNKAL 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 SHAT 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 40 HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30. TERMINATE ALL 4' HOUSE SEINER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 120 BELOW THE GROUND SURFACE WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERALS SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31. THE SEWER CONTRACTOR SHALL STAMP AN ffiS- 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 CRY ENGINEER. T7T01 DIP A C7A T R DIAL TWO WORKI G BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE -800-227-260( A PUBLIC SERVICE BY UNDER(M)ND SERVICE ALERT 5' 1' SAWCUT AND REMOVE GRIND 0.10' MIN.(MIN.) (MIN.) EXISTING PAVEMENT EXISTING PAVEMENT ANDr OVERLAY 0.10' MIN. STING PAVEMENT '-NEW PAVEMENT DUAL'A' N.T.S. 92 if iv I WWI NO PASM C` ZONES -TWO DNECTIONS CALTRANS DETAIL A20A CALTRANS DETAIL A20B NOT TO SCALE A=15 S.F. TYPE IV (L) AWW RICK LANE DROP ARROW (FOR TYPE IV(R) ARROW, USE MIRROR IMAGE) CALTRANS DETAIL A24A NOT TO NOT TO SCALE NNAMMEN ■■NNEN IMMUNNE 0 M ,. ■■FRINE NNOMPr ■■,,,IR■ 6� I ikkv will ■.M■„■ N„M■,S IMMAINNE W.■■K, INAMMMM INNNENN ,WA■■ /.NMM00 12m GRID ■■ A=15 S.F. TYPE IV (L) AWW RICK LANE DROP ARROW (FOR TYPE IV(R) ARROW, USE MIRROR IMAGE) CALTRANS DETAIL A24A NOT TO NOT TO SCALE 02 120 GRID U 0 A=42 S.F. TYPE VI ARROW WK LANE DROP ARROW (FOR LEFT LANE, USE MIRROR IMAGE) CALTRANS DETAIL A24A NOT TO SCALE IU REM" DESCR TM DATE DM cin DATE 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. DETAIL 36 I 2. In D Z �0 T2- Edge of traveled way (mainline) 2- 1 1 !- 1' White Line See Caltrons Detail 27B Std Plan A20B r D�, t See Caltrans Detail 25A I Std Plan A20B ---� O 4- Yellow lin> Edge of traveled way (ramp) EXIT RAW NEUTRAL AREA (00M TREATIII W CALTRANS DETAIL A20C NOT TO SCALE DETAIL 11 12' _ 36' 12' 0 0 LAN 3JNB U LTLANE FiC#IWAYS) CALTRANS DETAIL A20A NOT TO SCALE A=22 S.F. PAVBAMT MARKNM WORDS CALTRANS DETAIL A24D NOT TO SCALE E�NO.64696 f�Y 0 yr a * \E.P.06 30 11 4- White DETAIL 38 8- White Line v v 2-S (I 1--24' Through Traffic CMANELQIJ(3 LICE CALTRANS DETAIL A20D NOT TO SCALE A=31 S.F. j 8- �- 4 CALTRANS DETAIL A24D NOT TO SCALE R[FF.RINCE PB AMERICAS, INC. 3311 E$Sr S HOLM MM Alf r. ak 91"4-,4872Rgr�E: 90Y -9e0 -1M FAM 909 -1141 -MI Pn�arcd W* The sup«visw Of ONL • . •- • _ I 111491 1 v � SOS ■■NNEN 0 M ,. ■■FRINE ■■,,,IR■ own ■.M■„■ N„M■,S W.■■K, INAMMMM ,WA■■ /.NMM00 W■ ■■ ■■ ■■ ■■ ■■ ■■ ■■.■ I■■■.■ I■■■■■ I■M■MM�' .■ ■■ ■M ■■. ■, gym■ 02 120 GRID U 0 A=42 S.F. TYPE VI ARROW WK LANE DROP ARROW (FOR LEFT LANE, USE MIRROR IMAGE) CALTRANS DETAIL A24A NOT TO SCALE IU REM" DESCR TM DATE DM cin DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. DETAIL 36 I 2. In D Z �0 T2- Edge of traveled way (mainline) 2- 1 1 !- 1' White Line See Caltrons Detail 27B Std Plan A20B r D�, t See Caltrans Detail 25A I Std Plan A20B ---� O 4- Yellow lin> Edge of traveled way (ramp) EXIT RAW NEUTRAL AREA (00M TREATIII W CALTRANS DETAIL A20C NOT TO SCALE DETAIL 11 12' _ 36' 12' 0 0 LAN 3JNB U LTLANE FiC#IWAYS) CALTRANS DETAIL A20A NOT TO SCALE A=22 S.F. PAVBAMT MARKNM WORDS CALTRANS DETAIL A24D NOT TO SCALE E�NO.64696 f�Y 0 yr a * \E.P.06 30 11 4- White DETAIL 38 8- White Line v v 2-S (I 1--24' Through Traffic CMANELQIJ(3 LICE CALTRANS DETAIL A20D NOT TO SCALE A=31 S.F. j 8- �- 4 CALTRANS DETAIL A24D NOT TO SCALE R[FF.RINCE PB AMERICAS, INC. 3311 E$Sr S HOLM MM Alf r. ak 91"4-,4872Rgr�E: 90Y -9e0 -1M FAM 909 -1141 -MI Pn�arcd W* The sup«visw Of ONL • . •- • _ I 111491 1 v � SOS