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HomeMy WebLinkAbout3011-1SEWER IMPROVEMENTS NOTES.- 1- OTES: 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. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN 2. 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. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 3. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. 4. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RICHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POL)CIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, 5. LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT Al TIMES. 6. 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 INDUSTRIA.. SAFETY. 7. 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 8• POTENTIAL EXISTS FOR GROUND MOVEMENT. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE 9. 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 10. EXCAVATION. THE CONTRACTOR SWILL 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. 11. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MILAN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SWILL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 12. ADEQUATE CONSTRICTION 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. 13. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 14. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TEES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CML 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 15. FOR LATER REPLACEMENT OF THE MONUMENT. 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. 16. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL., INCLUDING ADEQUATE WATERING, AT ALL TIMES. 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 17. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK 18. UNTIL THE SPECIFIED DENSITY IS OBTAINED. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING 19. STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 20. 21. 22. 0 0 cv OWNER cj ETCO COMMUNITIES 540 WESTMINSTER MALL WESTMINSTER, CA 92683 TEL: (714)379-3279 r 0 s7 L° 0 HU* hL .FD) 0 CM En*wwbg • Land Surveying Land Planning it 8175 EAST KAISER BOULEVARD ANAHEIM HILLS, CA 92808 (714) 685-6860 rJ c i CONSTRUCTION DRAWINGS FOR THE CITY OF FONTANA 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. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND 25. 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. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 27. 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 28. ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 29. 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE 30. LOT AS MEASURED FROM THE UTILITY EASEMENT. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED 31. AGENCIES IMMEDIATELY. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE 32. BEEN PLACED, INSPECTED AND APPROVED. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR 33. TO PAVING OF STREETS. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR 34. TO PLACEMENT. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED 35. TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE 36. SATISFACTION OF THE CITY TRAFFIC ENGINEER. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER 37. OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER 38. EX. GROUND OR - PROP. SUBGRADE 3" MAX. SIZE NATIVE- SOIL, ATIVE-SOIL, COMPACTED 95% 6" MAX. SIZE NATIVE - SOIL, COMPACTED 90% " MIN. i" _MA X. 14" CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 CAJ SHOWN INDEX MAP SCALE, 1'=100' INDEX OF DRAWINGS �7r�GG I NO. 1 2 3 DESCR�PTIO�1 TITLE SHEET MARTINGALE WAY BRIDLEPATH DRIVE 1. PAVEMENT BREAKING AND REPLACEMENT SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF THE CITY OF FONTANA STD. #131. 1' MAX. SIZE SELECTED NATIVE BEDDING 2. COMPACTION TEST MAY BE REQUIRED AT THE DISCRETION COMPACTED TO 90% OF THE CITY INSPECTOR, AND AT NO EXPENSE TO THE CITY. it 8" V.C.P. SEWER BEDDING MATERIAL SHALL BE SAND, GRAVEL, I CRUSHED AGGREGATE, OR NATIVE FREE -DRAINING ._J_ GRANULAR MATERIAL HAVING A SAND EQUIVALENT -•r OF NOT LESS THAN 30, AND SHALL HAVE A PERCENTAGE COMPOSITION BY WEIGHT WHICH CONFORMS TO THE FOLLOWING GRADING: NOMINAL SIZE 1-1/2" 1" 3/4" 1/2" 3/8" NO. 4 NO. 8 ASTM C 131 TEST GRADING 3/4" TO NO. 4 - - 100 90 TO 100 20 TO 60 0 TO 15 0 TO 5 B TOLL FREE -4%��- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TYPICAL BEDDING FOR SEWER V.C.P. N.T.S. REV. REVISION DESCRIPTION DATE '-E`NGR. REVISED SEWER ALIGNMENT ONTO CL OF BRIDLEPATHE DRIVE 6-12-02 W AND MOVE JOIN TO STA. 6+97.95, ADD MH 6 do 7. © UC09.11) MR*W INGZ /Imes LIAL I II CONSTRUCTION SITE BENCHMARK: ELEV. 1534.50 SET CHIS SQUARE ON CATCH BASIN AT THE N.W. CURB RETURN BRIDLEPATH DR. & CHERRY AVE. 50 FT. N. E. CABRIDLEPATH DR. 36 FT. N.W. CA CHERRY AVE. BENCHMARK: ELEV. 1313.04 FWE 43 - RAILROAD SPIKE IN E.P. BY PP#1536663E S'LY. SIDE OF BASELINE 220' E'LY. OF CHERRY AVE. BASIS OF BEARINGS: THE NORTH LINE OF THE NORTHWEST ONE HALF OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. BEING N89'50'00"E PER TRACT NO. 13750 RECORDED IN BOOK 250, PAGES 48 THROUGH 66 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY. LEGAL DESCRIPTION: LOT 5 OF TRACT NO. 13750 IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, CALIFORNIA, PER AMENDING MAP RECORDED BOOK 250, PAGES 48 TO 66, INCLUSIVE, RECORDS OF SAN BERNARDINO COUNTY. I DAA Ly SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT z COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVALEss� SHOWN HEREON AND W W�4ZI4 CARRIED FORTH IN A DILIGENT MANNER, �� s THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * 3 No. 0 Exp. 033-31--31- 04 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND ��� civ►. OFCA STANDARDS IN EFFECT. •o t w D Z a W S U I I�In�"QrQnl IMF) I ITII ITICc D,. cT[7)1 Inrc` w SUMMIT AVENUE N Z U) HIGHLAND AVENUE VICINITY MAP N.T.S. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN 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 ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT 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 LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. UTILITY PURVEYORS: ELECTRICITY SOUTHERN CALIFORNIA EDISON CO. DISTRIBUTION PLANNING 7951 REDWOOD AVENUE FONTANA, CA 92335 (909) 357-6221 CONTACT: JOHN RUSSELL GAS SOUTHERN CALIFORNIA GAS CO. DISTRIBUTION PLANNING 16231 VALLEY BOULEVARD FONTANA, CA 92335 (909) 428-8411 CONTACT: GREG GASPER WATER FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA CA, 92334 (909) 822-2201 SEWER CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA 92335 (909) 350-7610 OWNER/DEVELOPER ETCO COMMUNITIES 540 WESTMINSTER MALL WESTMINSTER, CA 92683 (714) 379-3279 ADELPHIA COMMUNICATIONS 1260 DUPONT STREET ONTARIO, CA 91761 (909) 390-4738 CONTACT: LENS MCDONALD Y W U p RECOM DRAWIN&S MARKS CABLEMSION FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT 4240 HALLMARK PARKWAY SAN BERNARDINO, CA 92407 (909) 880-0220 CONTACT: JOE DEARMAN VERIZON CALIFORNIA. INC 13911 PARK AVENUE SUITE 200 VICTORVILLE, CA 92392-2407 (760) 245-0846 CONTACT: IVAN ROBIDOUX WILTEL. INC. FIBER-OPTIC TELECOMMUNICATIONS LAS VEGAS, NEVADA TO LOS ANGELES, CA UPLAND, CA 91786 P.O. BOX 21348, MD 26-3 TULSA, OK 74121 918 588-3397 909 947-9441 (LOCAL CONTACT) LOCAL CONTACT. JERRY KENNEDY CONSTRUCTION NOTES & QUANTITIES: Prepared Under The Supervision Of 14'.10 DRAWN BY- R.C.E. 43179 EXP 3-31-04 TMC DESIGNED BY: 7109- ss DateCHECKED BY: CITY OF FONTANA, CALIFORNIA SEWER 0TROVEWNT. PLANS TITLE SHEET SCALAS SHOWN DATE: TR T/140. *5112 07-11-01 APPRO D B Yllf DRAWING NO.: CI Y ENGINEER R.C.E. 51152 DATE: 3011 3 QUANTITY ITEM DESCRIPTION UNIT TRACT NO. 14571 OCONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER DETAIL ON SHEET 1. 836 LF OCONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO. 112. 5 EA 4" SEWER LATERAL AND HOUSE CLEANOUT PER CITY OCONSTRUCT 3 OF FONTANA STD. NO. 125 AND INSTALL SEWER CLEAN-OUT BOX PER CITY OF FONTANA STD. NO. 125A (IN CONCRETE AREAS) OR 125B (IN 915 LF LANDSCAPE AREAS) O JOIN EXISTING MANHOLE, RECHANNEL BOTTOM 1 EA OSAWCUT, REMOVE AND REPLACE EXISTING ASPHALT PER CITY OF FONTANA STD. NO. 131 1,463 SF © CONSTRUCT PIPE PROTECTION PER DETAIL SHT 3 1 LS Prepared Under The Supervision Of 14'.10 DRAWN BY- R.C.E. 43179 EXP 3-31-04 TMC DESIGNED BY: 7109- ss DateCHECKED BY: CITY OF FONTANA, CALIFORNIA SEWER 0TROVEWNT. PLANS TITLE SHEET SCALAS SHOWN DATE: TR T/140. *5112 07-11-01 APPRO D B Yllf DRAWING NO.: CI Y ENGINEER R.C.E. 51152 DATE: 3011 3