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HomeMy WebLinkAbout4313-81 (2) i . rr • . _ VALLEY AVE 1 I _t VALLEY AVE CITY OFFONTANA `-10 FREEWAY FREEWAY JURUPA AVENUE _ _ *1NfUN,PACIFFN �'�� A ;LOVE AV L , I SL01 GENERAL NOTES SEWER IMPROVEMENT PLANSI ,... 4 I > y 411( � it < . < >II 1 . ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED �j <1 < THE CITY OF FONTANA STANDARD PLANS, STANDARD PLANS INCLUDING SURVEY MONUMENTS,. MONUMENT TIES AND AND APPROVED PRIOR TO PAVING OF STREETS. /SANTA SANT% ANA Ay FOR PUBLIC WORKS CONSTRUCTION (APWA) . THE CONTRACT BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL PROVISIONS AND THE STANDARD SPECIFICATIONS FOR ENGINEER OR LICENSED LAND SURVEYOR. SURVEY 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW s w ae ,pi PUBLIC WORKS CONSTRUCTION ("GREEN BOOK") . ALL MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF ASPHALT PAVEMENT PRIOR TO PLACEMENT. H i' FONTANA REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR t t >- S h1 ' THE LATEST EDITION- UNLESS OTHERWISE NOTED. SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES 4 w '1.0 > 4 v 3 CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE SHALL BE RAISED TO FINISHED GRADE BY THE PAVING iiiiii��i�ii✓iiiAy/iii//), •%///// 2 iiiii�ii i/i/ii��iiiii����r����// / �������A Y /,,47/ 2. WHEN A TECHNICAL CONFLICT 1 S FOUND TO EXIST I N THE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. CONTRACTOR UPON COMPLETION OF PAVING. %//%//�jj//�/////may y%%//%�;% yy/////f/////�,//////////// P///jryy///7 CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY JURUPA AV REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN I7. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER . SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE c THE CONSTRUCTION AREA FOR RESIDENTS AND CITY TRAFFIC ENGINEER. FUT/EXIST PROJECT FUT/EXIST 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE EM18. THERGENCY E CONTRACTORSLES. HALLPROVIDE AND MAINTAIN AN TO THEENGINEER OF RECORD, WHO SHALL PROVIDEPHASE RECORD APPROVAL OF THE CITY ENGINEER. 38. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR LOCATION PHASE 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE DRAWINGS TO THE CITY ENGINEER. , CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT. WATERING, AT ALL TIMES. ENGINEERING DIVISION PRIOR TO THE START OF ANY 39. BACKWATER CHECK VALVES TO BE INSTALLED UNDER A VICINITY MAP WORK. INSPECTION COORDINATION SHALL BE REQUESTED I9. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED SEPARATE BUILDING DIVISION PERMIT. AT LEAST TWO WORKING DAYS PRIOR TO THE START OF MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO NTS ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT LIMITS. CALL (909) 350-7610. OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. CITY OF FONTANA, UTILITY NOTIFICATION LIST 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES. METHODS AND PROCEDURES DESCRIBED IN THE 20. 140 TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR CITY OF FONTANA 8353 AT & T. ENGINEERING ' STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, APPROVAL OF THE CITY I NSPECTOR. SIERRA AVENUE ATT: SUSAN MORGAN C C . . STRUCTION NOTES iESTIMATE OF QUANTI S LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED FONTANA. CA 92335 3939 E. CORONADO STREET BY THE CITY TRAFFIC ENGINEER. 2I . A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL (909) 350-6632 ANAHEIM, CA 92807 COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY (714) 666-5401 0 SAW REMOVE. AND REPLACE EXISTING ASPHALT CONCRETE PAVEMENT 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE SO. CALIF. GAS COMPANY 1981 PER S• STD. PLAN No. 133- I . DIMENSION PER PLAN. 6630 S. F. TO MAINTAIN BARRICADES. DELINEATORS OR OTHER WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. W. LUGONIA AVENUE • UNDERGROUND SERVICE ALERT i TRAFFIC CONTROL DEVICES AT ALL TIMES. REDLANDS, CA 92374 (800) 422-4133 © :REAKING • ¶t%TING MANHOLE PER SPPWC STD PLAN No. 208- I . 6 E. A. • 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES. (909) 335-7547 - 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. EMERGENCIES: (000) 427-2200 COMCAST (CABLE TV) Q ONSTRUCT 8" g CLAY PIPE (VCP) EXTRA STRENGTH SEWER MAIN. 7. 200 L. F. EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR UPON INSPECTION OF THE SITE. THE CITY ENGINEER MAY 1205 DUPONT AVE. GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION REQUIRE TEMPORARY NON-ERODABLE SWALES ENTERING SO. CALIF. EDISON COMPANY ONTARIO, CA 91761 Q ONSTRUCT 4' DIA 9 QST CONCRETE SEWER MANHOLE OFINDUSTRIAL SAFETY. OR LEAVING IMPROVEMENTS. 300 N. PEPPER AVENUE (909) 390-4738 PER SPPWC STD. PLAN Q '. 24 EA. RIALTO, CA 92376 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN (909) 820-5598 - UNDERGROUND VERIZON © ONSTRUCT HOUSE CONNECTIO 'EFS%SPPWC STD PLAN No. 2- I . TYPE A. FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING. GRADE. COLOR AND FINISH TO MATCH EXISTING (909) 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. (DWG NO. 4313) 810 L. F. SLOPING OF THE GROUND OR OTHER APPROVED MEANS CONCRETE. (213) 637- 1233 - PIPELINES ONTARIO, CA 91766 PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF (909) 357-6505 - DISTRIBUTION (800) 422-4133A " (DWG NO. 1583) 1 , 040 L. F. INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES. THE (800) 227-2600 6" (DWG NO. 1583) 110 L. F. TRENCHES. LESS THAN FIVE (5) FEET SHALL ALSO BE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE FONTANA WATER COMPANY lt)s8" (DWG NO. 2162) 60 L. F. GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND PHASE BOUNDARY. NOT MORE THAN 150 FEET FROM THE ADELPHIA 1500 5S. AUTO • 8440 NUEVO AVENUE - MOVEMENT. DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD CENTER DRIVE FONTANA CA 92235 • DETAIL FOR TERMINAL CLEANOUT. ONTARIO, CA 91761 (909) 822-2201 O CONSTRUCT SEWER TERMINAL CLEAN OUT STR • 1 , ( WC STD PLAN No. 204-0. 6 EA. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE (714) 666-5500 FAX: (909) 823-5046 `7yrw PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE 25.SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL 0 INSTALL SEWER CAP. SIZE PER ADJACE • IPE. 4' 4313) 53 EA. PERMIT FOR THAT PURPOSE. AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE I . E. U. A. (CBMWD) 4" ( • 583) 18 EA. • (V. C. P. ) EXTRA STRENGTH CLASS AND SHALL CONFORM TO ATT: LISA MUNOZ 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V. C. P. 6075 KIMBALL AVE. 6" (DW 1) 2 EA. DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, CHINO,' CA 91708 B" (DWG '• . I EA. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 26. 140 OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE - (909) 993- 1522 TO DETERMINE. IN THE FIELD. THE TRUE LOCATION AND DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 0 • EMODEL EXISTING SEWER . NHOLE-BASES PER CITY OF FONTANA S6 EA. ELEVATION OF ANY EXISTING UTILITIES. AND TO No. 2003. MANHOLE B . CASE PER PLAN. EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERE 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS TOSERVICE ALLEERTTTHE AAT R-800-227-22600CTOSHAL TTWOUNDERGROUND DAYS DEFLECTIONS USED I NAT ALIIGNMENT.ANHOLE WALLS TO ALLOW FOR MINOR PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: O9 CONSTRUCT BLANK •ROTECT I ON FOR PIPE PER SPPWC STD PLAN NO. 225- __AA BEFORE EXCAVATION. (FOR EXISTING 'ES CROSSED OVER BY A NEW PIPE) . LT 13 EA. 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES II . THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH EXISTING FACILITIES, AND VERIFY ELEVATION AND AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A IO CONSTRUCT . WER CHIMNEYS PER SPPWC STANDARD PLAN NO. 220-2 ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE CASE I INVERT ELEVATION PER PLAN. 20 EA. TO, GAS, TELEPHONE. ELECTRIC. CABLE TELEVISION. TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO LANDSCAPING, LANDSCAPE IRRIGATION. DOMESTIC WATER. ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT OD • RUCT SEWER HOUSE CONNECTION LATERAL PER SPPWC STANDARD RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR AN NO. 223. 1 . CASE A. SIZE AND INVERT ELEVATION PER PLAN. AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT 4 - L. F. TWO WORKING DAYS NOTICE' PRIOR TO WORK AROUND MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ANY - UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD SEE DETAIL SHEET 90. - - THEIR FACILITIES. ENGINEER. OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT 30.TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED UNDERGROUND STRUCTURES OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED WATER REQUIREMENTS. INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. REQUIREMENT- SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR THE OWNER. BY ACCEPTING THESE PLANSOR PROCEEDING WITH 13. III STATONNG REFERS TO THE CENTERLINE OF SEWER EXCEPT 3I .THE SEWER CONTRACTOR SHALL STAMP AN "S" N THE FACE OF . WHEREOTHERWISE NOTED. THE CURB AT THE LOCATION OF THE SEWER NTTHEL. FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL IMPROVEMENTS PURSUANT THERETO. AGREES TO ASSUME LIABILITY • HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY 32. 1E EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING LIABILITY FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. NOT REPORTED TO THE UNDERSIGNED AND/OR NOT INDICATED ON THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL - THE PUBLIC RECORD EXAMINED, OR LOCATED AT VARIANCE WITH THE WORK TO THE FOR THENPRESERVATION O�NBENCHMARKSAANBE NOTIFY EDIATELYENGINEER AND ALL AFFECTED AGENCIES UNAUTHORIZED CHANGES AND USES: PUBLIC RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR AND/OR STRUCTURES STRUCTURES FOUND ATI4. A5HOWN CONSTRUCTTONER UTILITIES AND/OR ION SITE. IT SHALL BE THE I5. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE MONUMENTS. MONUMENT TIES OR BENCH MARKS WITHOUT APPROVED. ALL CHANGES TO THE PLANS MUST- BE IN WRITING AND MUST BE APPROVED UTILITIES AND/OR STRUCTURES INVOLVED BEFORE STARTING WORK. PRIOR NOTIFICATION TO THE CITY ENGINEER. BY THE PREPARER OF THESE PLANS. • _ ncliiih at REVISE: DESCRP1nt oATC CRY DA E Esp `'." Prepared uia:r >M SuvrvI•t•n a , CITY OF FONTANA, CALIFORNIA T • vI� iFiRT %O LD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT alostr CO%U4ENCE WITHIN TWo YEARS of THE DATE of APPROVAL ags7 ..+ _ - SRAM BY: SCE. , _" SHN HEREON AND CARRIED FORTH IN A DILIGENT MANNER. - LI -� _ m WA SEWER PLAN 1 "=4Q' PREPARED BY: DIAL BEFORE AD THE C 1 TY ENG 1 NEER MAY REQUIRE REV I S I ONS TO THE PLANS TO ) a: SFSIC •C BY ate HDR ENGINEERING, INC. YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS �.� �� !s, aitn�.` • ACD CHERRY AVENUE TO LIVE OAK AVENUE : 12/05/2007 22$0 MARKET STREET SUITE 100 rou �j YOU AND STANDARDS IN EFFECT. ` ' .�! 'r OF C.tf P� CHECKED BM +� DRAWS NB: RIVERSIDE, CA. 92501 • • A PUBLIC SERVICE BY uwFRdtdJNOO vI�CEi .�g�/ oah . 1taBBrof-. WFY Fol. 171.1.414 /lit, .4014 . '7 03/26/of t . `� STY ENGINEER R.C.E. 51152 DATE: 43 13 \\ora-frlsrv0l\ustnproj\200093\003\project_drawings\sewers\200093s01.dgn - 12/6/2007 2:54:46 AM Milli .