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Home My WebLink About5016-2GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE NTH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIOIN.1 AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK) ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL 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 FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL 'OF THE CITY. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, 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. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORMA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. 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. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUAEMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAT FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIALS OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF U11UTIES 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. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL DETERMINE LOCATION AND DEPTH OF ALL EXISTING UNDERGROUND FACILITIES BY POTHOUNG- CONTRACTOR SHALL NOTIFY THE CITY REGARDING THE LOCATION OF CONFLICTS PRIOR TO TRENCHING AND/OR EXCAVATION. 11. 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 UIIUTY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN 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 CITY 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. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE CITY ONE WEEK 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 VEHICLES. 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL. INCLUDING ADEQUATE WATERING, AT ALL TIMES. 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. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. A GEOTECHNICAL ENGINEER RETAILED BY THE CITY, SHALL CERTIFY ALL BACKFILL COMPACTION - FAILURE TO OBTAIN THE R WRED 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 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 SEWERS 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. 27. SHORT VCP STUBS (12" MAX LENGTH) WITH FLEXIBLE COMPRESSION JOINTS SHALL 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 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2X MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGN :ER. 30. TERMINATE ALL 4" HOUSE SEWER LATERALS NEAR POINT OF CONNECTION FOR TESTING SEWERS. Un Bind So -ties Alwt SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 "I r TWO WORKING DAYS BEFORE YOU DIG r 101 -ss GENERAL NOTES (CONT. 31. THE SEWER CONTRACTOR SHALL CHISEL AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL 32. IFMPRROTHE VEEM�ENTS, ING � �T RACTOORANY SOTHER HAALLL NOTIFY THE ENGINEERES ENCT �A D � PROPOSED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED BY THE CITY. 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 *AFFIC CONTROL DEVICES TO THE SATISFA;5ON 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 CITY. PROJECT SPECIFIC NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH FONTANA WATER COMPANY FOR THE ADJUSTMENT OF ALL WATER METERS, VALVE COVERS, FIRE HYDRANTS AND FOR ACQUISITION OF CONSTRUCTION WATER. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH SOUTHERN CALIFORNIA EDISON FOR THE ADJUSTMENT OF EDISON VAULTS. 3. FOR ALL REMOVE AND REPLACE ITEMS, CONTRACTOR SHALL REUSE THE EXISTING ITEM WHENEVER POSSIBLE. IF THE EXISTING ITEM IS NOT USABLE, THE ITEM SHALL BE REPLACED IN-KIND TO LIKE CONDITION OR BETTER. 4. CONTRACTOR SHALL LOCATE ON-SITE PRIVATE DISPOSAL SYSTEM BY EXCAVATING AND EXPOSING EACH CONNECTION LOCATION. CONNECTIONS TO EXISTING SYSTEMS SHALL OCCUR BEYOND STRUCTURES AND PRIOR TO SEPTIC SYSTEM CLEANOUTS. CONNECT PROPOSED SEWER LATERAL DOWNSTREAM OF EXISTING CLEANOUTS. CONTRACTORS SHALL COMPLETE CONNECTIONS TO EXISTING SYSTEMS, AT LOCATIONS APPROVED BY THE CITY, AND ABANDON EXISTING DISPOSAL SYSTEMS BY REMOVING A PORTION OF INTERFERING EXISTING DISPOSAL PIPING AND FILLING THE REMAINING SYSTEM WITH CEMENT SAND SLURRY IN ACCORDANCE WITH CITY BUILDING REQUIREMENTS. CONTRACTOR SHALL BE REQUIRED TO REPLACE ALL PRIVATE IMPROVEMENTS INCLUDING ASPHALT CON DRIVEWAYS, SIDEWALKS PLANTERS, TREES. TURF, WATER METER BOXES, MAI. BOXES, BUS. TAIRS, WALLS, CURBS FENCES. DRAINS. AID LANDSCAPING AND IRRIGATION SYSTEMS THAT ARE AFFECTED BY CONSTRUCTION, IN-KIND TO LIKE CONDITIONS OR BETTER. 5. UNLESS OTHERWISE DIRECTED BY THE CITY, ALL TREES SHALL BE PROTECTED IN PLACE. 6. SINCE CONSTRUCTION OF IMPROVEMENTS ARE WITHIN EXISTING CITY PARK CONTRACTOR WILL NOT BE PERMITTED TO CLOSE ACCESS TO PARK. CONTRACTOR SHALL MAINTAIN PUBLIC ACCESS TO THE PARK AT ALL TIMES DURING PARK OPERATION HOURS. 7. CONTRACTOR SHALL ADJUST LATERAL LOCATIONS AS DIRECTED BY THE CITY. LOCATION ADJUSTMENT WILL DEPEND UPON POT HOLING RESULTS, AVOIDANCE OF PRIVATE IMPROVEMENTS, AND CON NEC71ON LOCATIONS. 8. FOR AN ON SITE DISPOSAL SYSTEM, CONTRACTOR SHALL ACQUIRE PERMITS FROM THE CITY'S BUILDING DEPARTMENT. PERMIT ACQUISITION SHALL INCLUDE COMPLETION OF APPLICATIONS AND PROCESSING APPLICATIONS. CITY WILL PAY ALL PERMIT FEES. 9. CONTRACTORS SHALL, FOR ABANDONMENT OF DISPOSAL SYSTEMS, PUMP SYSTEMS DRY AND PROVIDE CITY BUILDING DEPARTMENT VERIFICATION/ CERTIFICATION THAT SAME BEEN COMPLETED AND PROPERLY DISPOSED OF. CONTRACTOR SHALL REMOVE TOPS OF SEPTIC TANKS AND REMOVE PORTIONS OF BOTTOMS OF TANKS TO ENSURE PROPER DRAINAGE. THEREAFTER CONTRACTOR SHALL BACKFILL TANKS WITH CLEAN SAND COMPACTED TO 95X MINIMUM RELAtVE COMPACTKN. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH UWORM PLUMBING CODES REQUIREMENTS PRESENTED ABOVE AND SH BE COMPLETED WITH OBSERVATIONS FROM THE CITY INSPECTION STAFF. (PUBLIC WORKS AND BUILDING). mason Exp.9-30-14 EXPIRES: 9-30-14 -�.�.• 1 «- a- .3 a 6" MIN. 18" MAX. 5' MIN. 12" CRUSHED AGGREGATE BASE (SIERRA AVE) BEDDING TABLE SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2 - /2"" is 100 3/4" 90 - 100 1/2- 2- 3/8" 3/8- 20 - 55 NO. 4 0 - 10 NO.8 0-5 ASTM D 448 TEST GRADING B SELECT NATIVE MATERIAL 9OX COMPACTED APPFlOED FABRIC 13" VCP 6" MIN. 18" MAX. 5' MIN. '"'' f.':Lrr'{r"'` =`••' °'' `- GRIND 0.10' MIN EXIST PAVEMENT jai. AND OVERLAY 0.10' MIN. 6" ASPHALT CONCRETE PAVEMENT (SIERRA AVE.) WW D JA d 'd \' ,. EXISTING 4' MANHOLE J 'a1d . \ . REMOVE EXISTING SHELF TO CONSTRUCT PROPOSED CHANNEL i z \ EXISTING 8" VCP SEWER ►�PER CITY OF FONTANA m I �' DWG. NO. 4313 TOP 12" SUBGRADE 95X COMPACTED CRUSHED ROCK PER GRADATION SHOWN IN BEDDING TABLE, HEREON. z s W W CL CL G d N a &o t EXISTING 4' MANHOLE i� '. EX. MANHOLE FOUNDATION :4 ° d j d e 4 da I z EXISTING 8" VCP SEWER �t- 8EC' m A NOTES: 1. CONTRACTOR SHALL EXCAVATE AND EXPOSE EXISTING 8" VCP SEWER PRIOR TO BEGINNING CONSTRUCTION. 2. CONTRACTOR SHALL CORE OPENING IN EXISTING MANHOLE FOR PIPE INSTALLATION. AND SEAL EDGES BETWEEN MANHOLE SIDES AND PIPE WALLS WITH NONSHRINK GROUT. CONTRACTOR SHALL INSTALL SEWER PLUG IN END OF PIPE FOR TESTING. 3. AFTER SEWER IS TESTED, CONTRACTOR SHALL COMPLETE CONNECTION BY REMOVING CONFLICTING PORTION OF EXISTING MANHOLE SHELF TO CREATE PROPOSED CHANNEL SOLE MTAL: N.T.S. 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. CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS MARTIN TUDOR JURUPA HILLS PARK SEWER EXTENSION IC AS SHOWINT GENER NOTES/Ll I AILS MAY 2013 •�' ��• 5016 ....�� O A ! W t• 1 t9