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Home My WebLink About2962-2TRENCHES TO 100 FEET MAXIMUM. NO OPEN IRENCHES ARE PERMITTED DURING NUN WORK I HOURS. 22. CARE SHOULD,BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING,, STREET IMPROVEMENTS. :UPON INSPEC11ON OF THE SITE, THE CONTRACTOR SHALL SUPPORT EXISTING WATER METERS IN PLACE. IF METER,BOXES CITY ENGINEER MAY REQUIRE TEMPORARY NON ERODEABLE SWALES ENTERING REQUIRE REM,OVAL TO FACILITATE SEWER CONSTRUCTION, CONTRACTOR SHALL DO'SO OR LEAVING IMPROVEM I ENTS. TION IS COMPLETE. AND REPLACE IT AFTER CONSTRUC TILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE 23. IF EXISTING u TIFY THE ENGINEER AND PROPOSED IMPROVEMENTS, THE CONTRACTOR: SHALL NO ALL AFFECTED, AGENCIES IMMEDIATELY. 24. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, M ONUMENT-TIES OR BENCH MARKS WITH OUT PRIO R NOTIFICATION TO THE CITY ENGINEER. TING SURVEY CONTROL, INCLUDING 25. REMOVAL AND REPLACEMENT OF EXIs SU I RVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY I % A kICE"M I AWN CHD%/C"VnD CHD%/CV SIEVE SIZE PERCENTAGE PASSING -SIEVES 1/2 - 1 100 PROJECT SPECIFIC NOTES: GENERAL NOTES: 90 - 100 1/2" 30 60 3/8" 0 20 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 27. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY 0 5 ],'N 0. 8 1. GENERAL 6. SEWER LATERALS FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD WITHOUT OBTAINING A SEPARATE PERMIT FORTHAT PURPOSE. ASTM C 131 B SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS I SHALL BE THE LATEST EDITION 28. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELLAND SPIGOT OR CONTRACTOR IS ADVISED THAT THE COUNTY OF SAN BERNARDINO WILL BE APPROXIMATE LOCATIONS OF LATERALS ARE SPECIFIED ON THE CONSTRUCTION Y PI UNLESS OTHERWISE NOTED. BAND SEAL TYPE VITRIFIED CILA PE (V.C.P.), EXTRA STRENGTH CLASS AND SHALL CONSTRUCTING STREET IMPROVEMENTS ALONG SLOVER AVENUE FROM POPLAR AVENUE DRAWINGS. CONTRACTOR SHALL COORDINATE WITH CITY AND EACH PROPERTY OWNER TO CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. TO SIERRA AVENUE. PRIOR TO BEGINNING SEWER CONSTRUCTION, COUNTY WILL CLEAR DETERMINE PRECISE LOCATIONS. THEREAFTER, CONTRACTOR SHALL CONSTRUCT LATERAL 2. CONSTRUC TION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA FROM PROPOSED SEWER TO, EXISTING RIGHT-OF-WAY AT THE LOCATIONS SPECIFIED. COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE 29. THE SEWER CONTRACfOR,:SHALL STAMP AN "S" IN THE FACE OF THE CURB AT RIGHT-OF-WAY, INCLUDING RELOCATION OF EXISTING POWER AND UTILITY POLES. UPON i � I - COMPLETION OF RIGHT-OF-WAY CLEARING, THE CITY WILL ISSUE A NOTICE TO PROCEED. START OF ANY WORK. INSPECT10N COORDINATION SHALL BE REQUESTED AT THE LOCA TION OF THE SEWER:LATERAL. IN ACCORDANCE WITH, STATE DEPARTMENT OF HEALTH SERVICES REQUIREMENTS, LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC TING PARALLEL WATER -WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 30. IF SEWER CONSTRUCTION, IS TO BE, DONE IN PHASES, THE CONTRACTOR SHALL LATERALS SHALL BE CONSTRUCTED A MINIMUM OF 10' FROM EXIS RIGHT. -OF THE COUNTY'S CONTRACTOR WILL PERFORM INITIAL SITE CLEARING AND GRUBBING FOR FACILITIES. PROVIDE A TERMINAL CLEAN QUT,-AT THE PHASE BOUNDARY, NOT MOIRE THAN 150 COUNTY'S STREET IMPROVEMENT CONSTRUCTION PRIOR TO CITY'S CONTRACTOR 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN FEET FROM THE DOWNSTREAM �,mANHOLE. SEE CITY OF FONTANA STANDARD DETAIL MOBILIZATION. CITY CONTRACTOR SHALL PERFORM ADDITIONAL CLEARING AND GRUBBING VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER FOR TERMINAL CLEAN OUT. AS REQUIRED FOR CONSTRUCTION, AS SHOWN ON THESE PLANS. 7. RESTORATION' REQUIREMENTS COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 31. ALL HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS 4. STA TIONING REFERS TO THE CENTERLINE OF STREET EXCEPT WHERE OTHERWISE APPROVED BY THE� CITY ENGINEER. CITY WILL OBTAIN AN ENCROACHMENT PERMIT FROM THE COUNTY OF SAN BERNARDINO CONTRACTOR SHALL PROTECT EXISTING CURB, GUTTER, AND SIDEWALK IN PLACE DURING OTHERWISE NOTED. TRANSPORTATION DEPARTMENT (FOR WORK TO BE PERFORMED WITHIN COUNTY 32. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIE& SEWER CONSTRUCTION. IF CURB, GUTTER, AND/OR SIDEWALK IS DAMAGED DURING TION OF CONNECTIONS. CITY APPROVAL.OF AND VERIFY ELEVATION AND RIGHT-OF-WIAY). CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL CONSTRUCTION, CONTRACTOR SHALL REPLACE SAME TO LIMITS SPECIFIED BY CITY. 5. ALL LI NDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED LOCA CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF PRIOR TO PAV`ING OF STREETS. APPLICABLE PROVISIONS OF SAID PERMIT. ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. CONTRACTOR SHALL, AS A.. MINIMUM, HAVE ACCOMPLISHED BY THE END OF EACH WORK 6. TH E LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM TIMES DURING 33. THE CONTRACTOR SHALL' PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF CONTRACTOR SHALL MAINTAIN, TWO LANES OF TRAFFIC AT ALL DAY (4: 00 P.M.) THE, FOLLOWING: AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION, UNLESS OTHE I RNSE SPECIFIED OR PERMITTED BY THE CITY. NO CLOSURE CONTRACTOR TO DETERMINE, IN, THE FIELD, THE TRUE LOCATION AND ELEVATION DUST CONTROL, INCLUDING ADEQUATE, WATERING, AT ALL TIMES. OF SLOVER AVENUE WILL BE PERMITTED. CONTRACTOR SHALL FURNISH TRENCH PLATE OPEN EXCAVATIONS (30' MAXIMUM).. TEMPORARY ASPHALT CONCRETE SHALL OF ANY EXISTING UTILITIES, AND -TO EXERCISE PROPER PRECAUTION TO AVOID A ` I e .� i ��, PROTECTION AS REQUIRED TO CONSTRUCT SEWER AND MAINTAIN TRAFFIC MOVEMENT. BE PLACED A I ROUND PLATES FOR SMOOTH TRANSITION (WHERE APPLICABLE). DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE 34. SHORT V.C.P. STUBS WITH", FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT I j ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. SLOVER AVENUE IS A BUS ROUTE FOR OMNITRANS AND FONTANA UNIFIED. SCHOOL B. REMOVE ALL DEBRIS CONSTRUCTION MATERIALS, AND EQUIPMENT FROM PUBLIC 7. ALL MANHOLES, CLEAN OUT FRAMES, COVERS AND VALVE BOXES SHALL BE 35. THE CONTRACTOR SHALL, CONFORM TO ALL TRAFFIC CONTROL POLICIES, DISTRICT. CONTRACTOR 'SHALL ACCOMMODATE BOTH AS REQUIRED TO MAINTAIN SERVICE. STREETS, CONSTRUCTION RIGHT-OF-WAY, AND PRIVATE PROPERTY. RAISED TO FINISHED GRADE BY THE CONTRACTOR. METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL",'LATEST E TION UNLESS OTHERWISE 61RECTED BY THE CITY TRAFFIC ENGINEER. DI CONTRACTOR IS ADVISED THAT THE CITY AND THE COUNTY WILL HAVE OTHER C. CLEAN (INCLU DING SWEEPING AND WASHING) ALL STREETS, DRIVEWAYS, GUTTERS, CONTRACTOR I S P ERFOR I MING CONSTRUCTION IN THE PROJECT INCLUDING CO NSTRUCTION 8. THE'CONTRACTOR SHALL COORDINATE CONSTRUCTION NTH ALL UTILITY 36. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIDEWALKS, AND,AL'L OTHER WORK AREAS. (CONTRACTOR MAY BE REQUIRED TO WASH I - OF THE SEWER NEAR CITRUS AVENUE. CONTRACTOR SHALL COORDINATE HIS WORK COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE THAN ONCE A DAY, IF DIRECTED BY THE CITY). AND/OR SWEEP! WORK AREAS MORE TELbASION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED SATISFACTION OF THE CITY TRAFFIC ENGINEER. AS REQUIRED AND AS DIRECTED BY CITY TO FACILITATE CONSTRUCTION OF ALL PROJECTS. WATER,1SEWER, STORM DRAIN, FLOOD CONTROL, ANDI,CALTRANS. ALL UTILITY D. RELOCATE ALL TRAFFIC CONTROL AS REQUIRED AND TO OPEN ALL STREETS TO COMPAN IE' S SHALL BE GIVEN TWO WORKING DAYS NO 37. NO OPEN TRENCH SHALL! BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR TICE PRIOR TO WORK TRAFFIC. AROUND THEIR FACILITIES. APPROVAL OF THE CITY ENGINEER. 2. NOTIFICATIONS CONTRACTOR SHALL, M AlINTAIN ALL TEMPORARY ASPHALT CONCRETE THROUGHOUT 9. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ONE MONTH PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR SHALL POST THE COURSE OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE AT ALL ENGINEER FOR RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY SUBGRADE 95% COMPACTED CONSTRUCTION NOTICE SIGNS SPECIFYING DATES WHEN CONSTRUCTION WILL BEGIN,AND TIMES TO MAINTAIN TEMPORARY ASPHALT CONCRETE AND TRENCH BACKFILL IN ENGINEER. GOOD AND SAFE CONDITION. CONTRACTOR SHALL IMMEDIATELY RESPOND TO ALL CONTRACTOR'S NAME AND PHONE NUMBER. 10. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT 6" MIN. 6 MIN. WEEKENDS AND HOLIDAYS). REQUESTS BY CITY FOR REMEDIAL WORK (INCLUDING - ----- CAN NOT BE'RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE 10" MAk 10" MAX. CONTRACTOR SHALL HAVE A CREW AVAILABLE TO RESPOND, TO SAID REQUESTS. IN ADDITION TO NOTIFICATIONS SPECIFIED IN THE CONSTRUCTION SPECIFICATIONS "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT CONTRACTOR S H 'A L'L RECYCLE ALL REMOVED ASPHALT CONCRETE PAVEMENT. , 11 1 � ''I TO THE CITY ENGINEER FOR RESOLUTION. (GENERAL CONDITIONS,,u-nLITY REQUIREMENTS), CONTRACTOR SHALL NOTIFY RESIDENTS CONTRACTOR , SHALL FURNISH CITY WRITTEN DOCUMENTAT10N THAT SAID PAVEMENT AND COMMERCIAL ESTABLISHMENTS OF IMPENDING WORK. PRINTED NOTICES, PROVIDED HAS BEEN RECYCLED; 11. APPROVED SOIL STERILANT IS, REQUIRED UNDER ALL NEW PERMANENT - � 11, 1 BY CITY, SHALL BE DELIVERED' TO ALL RESIDENTS AND COMMERCIAL ESTABLISHMENTS IN ASPHALT PAVEMENT PRIOR TO, PLACEMENT. w 114 PVMT. SECT10N THE VICI I NITY OF THE WORK AT LEAST SEVEN DAYS IN ADVANCE OF CONSTRUCTION. 12. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND SAID N0110ES WILL CONTAIN A GENERAL DESCRIPTION OF THE WORK, DATES WORK� WILL FINISH TO MATCH EXISTING CONCRETE. BE PERFORMED, DESCRIPTIONS OF AREAS WHERE TRAVEL AND PARKING WILL BE 13. NO CONCRETE SHALL BE PLACED UN11L THE FORMS AND REINFORCING RESTRICTED, AND NAMES OF�_STREETS WHICH WILL BE CLOSED TO THROUGH TRAFFIC OR STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. WHERE TRAFFIC WILL BE RESTRICTED. 14. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET SELECT NATIVE MATERIAL IF THE CITY OR COUNTY RECEIVES COMPLAINTS FROM INDIVIDUALS AFFECTED BY IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR 90% COMPACTED CONSTRUCTION, CONTRACTOR SHALL TAK 11 E IM - MEDIATE ACTION TO CORRECT THE 8. ASPHALT CONCRETE PAVEMENT/STRIPING/SIGNIING OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION SITUATION AS DIRECTED BY THE CITY. IF CONTRACTOR RECEIVES COMPLAINTS DIRECTLY, OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN HE SHALL REPORT SAME IMMEDIATELY TO THE CITY. THEREAFTER, HE SHALL TAKE F1 VE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR CRUSHED ROCK TEMPORARY HOT MIX� ASPHALT CONCRETE SHALL BE INST L,LED ALONG THE SOUTH SIDE GROUND MOVEMENT. PER GRADA TION IMMEDIATE ACT10N TO CORRECT THE SITUATION AS.DIRECTED BY THE CITY. SHOWN BELOW OF SLOVER AVENUE As SHOWN ON CONSTRUCTION DRAWINGS. LANE SHALL BE 14' IN WIDTH. FOR ALL, AREAS WHERE PROPOSED ASPHALT CONCRETE MEETS EXISTING 15. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR 3. MANHOLE GRADE ADJUSTMENT ASPHALT CONCRETE,� CONTRACTOR SHALL SAW CUT EDGES TO NEAT VERTICAL EDGE TRENCH WORK FOR TRENCHES FIVE (5) FEET OR GREATER IN DEPTH FROM THE PROPOSED V.C.P. ill EITHER PERPENDICULAR TO OR PARALLEL NTH CENTERLINE. CONTRACTOR SHALL CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. REMOVE EXISTING SIGNING AND STRIPING, AND, PROVIDE ALL SIGNING AND. STRIPING AS 16. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF CONTRACTOR SHALL INSTALL NEW MANHOLE SHAFTS TO 12" BELOW PROPOSED FINISH SHOWN ON THE TRAFFIC CONTROL PLANS AND AS NECESSARY TO RELOCATE TRAFFIC THE CITY INSPECTOR. GRADE AND PLACE MANH I OLE FRAME AND COVER. CONTRACTOR SHALL FURNISH GRADE SOUTHERLY. CONTRACTOR SHALL FURNISH TRAFFIC SIGNING�AS REQUIRED, INCLUDING BUT UJ uj RINGS TO COUNTY FOR FINAL GRAbE ADJUSTMENT. NOT LIMITED TO, BUS STOP SIGNS, SPEED LIMIT SIGNS, AND CONSTRUCTION, SIGNS. Z 17. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD SILT 0 uj FL CONTRACTOR WILLi LEAVE TEMPORARY ASPHALT IN PLACE AFTER CONSTRUCTION ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT ci N OR DEBRIS TO BE (L 1 i + UNLESS OTHERWISE SPECIFIED. TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN F, 0 C14 4. BACKFILL APPRCiVAL. IN ADDITION, CONTRACTOR SHALL PROVIDE 4" THICK TEMPORARY HOT MIX ASPHALT CONCRETE FOR BUS TURNOUTS, RETURNS AND DRIVEWAYS AS DIRECTED By CITY. 18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN FOR SOUTHERLY SEWER EXTENSIONS AND SOUTHERLY SEWER LATERALS, CONTRACTOR BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. SHALL USE 1 SACK CEMENT SAND SLURRY BACKFILL FROM ABOVE THE PIPE ZONE TO ASPHALT CONCRETE SUBGRADE. 9. SEWER CONSTRUCTION SEQUENCE 19. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE REWORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. WHERE PROPOSED SEWER CROSS BENEATH EXISTING WATERLINES (4" MINIMUM CONTRACTOR SHALL CONSTRUCT SEWERS CON11NUOUSLY FROM DOWNSTREAM TO Oodding Detail DIAMETER), CONTRACTOR SHALL INSTALL 1 SACK CEMENT SLURRY BACKFILL FROM TOP UPSTREAM STATION. 20. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE OF SEWER TRENCH PIPE ZONE TO SPRING LINE OF EXISTING WATER LINE AND INSTALL CITY ENGINEER. N. T. 8. CLEAN SAND BEDDING TO 6" OVER EXISTING WATERLINE. BEDDING SHALL BE A MINIMUM 10. TRENCHING 21-.: ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE OF 12" ON EACH SIDE OF WATERLINE. CONTRACTOR SHALL WRAP EXISTING WATERLINE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO PLAN W/60 MIL VISQUEEN AROUND ALL AREAS TO RECEIVE CEMENT SLURRY BACKFILL. GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF CONTRACTOR SHALL,WHILE ACTIVELY WORKING IN CONSTRUCTION AREA, LIMIT OPEN BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. R YIqTIK1r. WATFP MFT Pq TRENCHES TO 100 FEET MAXIMUM. NO OPEN IRENCHES ARE PERMITTED DURING NUN WORK I HOURS. 22. CARE SHOULD,BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING,, STREET IMPROVEMENTS. :UPON INSPEC11ON OF THE SITE, THE CONTRACTOR SHALL SUPPORT EXISTING WATER METERS IN PLACE. IF METER,BOXES CITY ENGINEER MAY REQUIRE TEMPORARY NON ERODEABLE SWALES ENTERING REQUIRE REM,OVAL TO FACILITATE SEWER CONSTRUCTION, CONTRACTOR SHALL DO'SO OR LEAVING IMPROVEM I ENTS. TION IS COMPLETE. AND REPLACE IT AFTER CONSTRUC TILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE 23. IF EXISTING u TIFY THE ENGINEER AND PROPOSED IMPROVEMENTS, THE CONTRACTOR: SHALL NO ALL AFFECTED, AGENCIES IMMEDIATELY. 24. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, M ONUMENT-TIES OR BENCH MARKS WITH OUT PRIO R NOTIFICATION TO THE CITY ENGINEER. TING SURVEY CONTROL, INCLUDING 25. REMOVAL AND REPLACEMENT OF EXIs SU I RVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY I % A kICE"M I AWN CHD%/C"VnD CHD%/CV SIEVE SIZE PERCENTAGE PASSING -SIEVES 1/2 - 1 100 3/4" 90 - 100 1/2" 30 60 3/8" 0 20 t"NO. 4 0 5 ],'N 0. 8 ASTM C 131 B TEST GRADING A Rr_U131r_Rr_U Lol L vr\ ULor- MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION TIFY THE ENGINEER ONE WEEK SHALL BE REPLACED. THE CONTRACTOR SHALL NO TIES TO MONUMENTS CAN BE ESTABLISHED PRIOR TO CONSTRUCTION SO THAT Ic-A-42- FOR LATER REPLACEMENT OF THE MONUMENT. RECORD DRAWINGS 26. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND THESE RECORD DRAWINGS HAvE BEEN PREPARED, IN BUSINESSES AT ALL TIMES. A MINIMUM TWELVE FOOT LANE SHALL BE PART ON THE BASIS OF INFORMATION COMPILED.AND MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE EMERGENCY- VEHICLES. RESPONSIBLE FOR ANY ERRORS OR, OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THESE DOCUMENTS AS A RESULT THEREOF. CITY PF FONTANA, CALIFORNIA Underaround Service Alert SHOULD CONSTRUCTION OF THE L.D. KING, INC. ESS REQUIRED IMPROVEMENTS NOT SECT10N 4216/4217 OF THE GOVERNMENT 2151 CONVENTION CENTER WAY SLOVER AVENUE f_N C COMMENCE WITHIN TWO YEARS OF THE CODE -REQUIRES A DIG ALERT IDENTIFICATION Lr)4cin SUITE 100 -GENERAL NOTES DA DRAWN BY. Sb- SCALE: r ONTARIO, CA 91764 PROJECT, SPECIFIC & TE OF APPROVAL SHOWN HEREON OVER AVENUE SEWER IMPROVEMENTS ms T AS SHOWN NUMBER BE ISSUED BEFORE A PERMIT TO (909) 937-�0200 S AND CARRIED FORTH IN A DILIGENT No.: $6810 : 6 1 - -11:1 EXCAVATE WILL BE VALID SLOVER AVENUE SEWERIMPROVEMENT POPLAR AVE. TO SIERRA AVE. DATE. DESIGNED BY. 6�. 6/30/05 MANNER, THE CITY ENGINEER MAY Al FOR YOUR DIG ALERT I.D. NUMBER CALL SCN APRIL 2001 RECORD DRAWINGS 10/8 SCN POPLAWAVE. TO SIERRA AVES REQUIRE REVISIONS TO THE PLAINS TO JECT 5P�CJFIC A GENERAL NOTES DATE- DRAWING NO.: MS SLOWR AVENUE S ' ' POPLAR A\6:� d6N E T C BRING THEM INTO CONFORMANCE WITH CHECKED BY - UNDERGROUND SERVICE',ALERT 2 OFC STEVEN C. NIX, R.C.E.1NO. 56810' DATE SC TOLL FREE�, 1-1800-227-2600 REVISED SEWER LATERAL LOCATIONS 2/5 SCN CONDITIONS AND STANDARDS IN EFFECT. SC14 W�OL -30-05 N 7 EXPIRES 6 2MY ENGINEER R.C.E. No. 51152 TWO WORKING DAYS BEFORE YOU DIG CITY ENGINEER REMSION DESCRIPTION DATE ENGR. CITY DATEI REV. 4ENI: GITT OF FONIANA,, LDK JOB #: 124-06