Loading...
HomeMy WebLinkAbout5739-1GENER 4 L SEWER NO TES * 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 (IGREEN SOOK7. 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 ENGINEER FOR RESOLUTION. J. ALL MATERIALS AND METHODS ARE S118JECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONS;FRUCT10N PERMITS SHALL BE OBTAINED FROM THE C17Y OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REOUESMD AT LEAST 7WO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE 017Y L/MI73: CALL (909) 350--7510. 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 EDITION UNLESS OTHERWISE DIRECTED BY THE C17Y TRAFFIC ENGINEER 6. IT SHALL BE THE RESPONS18IL17Y OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATOON OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. 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 77-IAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXIS7S FOR GROUND MOVEMENT. 9. NO M47E"RIAL OR EOUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY W177-IOIJT 08TAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, /T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE 7??UE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 811 7WO WORKING DAYS BEFORE 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 CAL TRANS. ALL UTILITY 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 AUTHOR/ZARON. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WA7FR COMPANY FOR VAL VE OPERA 77ON AND WATER REOUIREMENT 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14. ADEOUA7F CONSTRUC7I0N CONTROL STAKES SHALL BESET BY THE ENGINEER TO EN48LE 7HE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONS18LE 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 SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT RES AND BENCH MARKS, SHALL 8E DONE BY A REGISTERED CIVIL ENGINEER OR LICENSE LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF 7NIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTA8LISHED FOR LATER REPLACEMENT OF THE MONUMENT. 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND 8115INESSES AT ALL TIMESS, A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN 7hF CONST IJOrION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEOUATE WATERLINE, AT ALL TIMES. 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DE8RIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20 NO TRENCH 84CKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE C17Y INSPECTOR. 21. A GEOTECHN/CAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO 08TAIN 7HE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UN77L 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 C17Y ENGINEER MAY REQUIRE TEMPORARY NON-ERODE48LE SWALES ENTERING OR LEAVING IMPROVEEMEN7M 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM 1N GRADE, COLOR AND FINISH TO MATCH EXISING CONCRETE 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A 7ERMINAL CLEANOUT AT THE PHASE 80UNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STARDARD 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 AST7V DESIGNA77ON 0700 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 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. 017Y APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON PLANS. 29. ALL 4 " HOUSE LATERALS SHALL BE INSTALLED AT A 29' MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" 8ELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMEN75 EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT A MEASURED FROM THE UTILITY EASEMENT. SEWER 1AfPR0yEAfEA(r PLAN CENTRAL C17"I PARK Clr,v OF FONTANA, CALIFORNIA GENERAL SEWER NOTES CQNr1Nl1EV.* 31. THE SEWER CONTACTOR SHALL STAMP AN 'S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. IF EXISTING U77LI77ES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS; THE CONTRACTOR SHALL N077fY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIA7EL Y. 33. NO CONCRETE SHALL BE PLACED UNTIL TN£ FORMS AND REINFORCING SMEL 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 ASPHAL T PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE 8OXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLE710N OF PAVING. 37. UPON COMPLE779N OF CONSTRUC770N, CONTRACTOR SHALL RESTORE ALL SIGNING, 57RIPING, 84RRIC40ES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE C17Y TRAFFIC ENGINEER. 38. AS --BUILT DRAWINGS SHALL BE PROVIDED BY 7HE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE C17Y ENGINEER. ARZREYI4T/ONS A.8. AGGREGATE 845E 68 GRADE 8REAK 4. C. ASPHALT/C CEMENT L LENGTH 8C BEGIN CURVE L.F. LINEAR FEET 8CR BEGIN CURB RETURN LP LOW POINT 8F 807TOM OF FOOTING BVC BEGIN VER77CAL CURVE M. H. MANHOLE C8 CATCH BASIN MIN.. MIN/MUM C&G CURB AND GUTTER MVC MIDDLE VERTICAL CURVE CL CENTERLINE NO. NUM8ER CLR CLEAR PP POWER POLE CML&G CEMENT MORTAR LINED & COATED PROP. PROPOSED CONC. CONCRETE P. U.E. PUBLIC UT/L/TY EASEMENT DIA. DIAMETER PV/ POINT OF VER77CAL INTERSEC77ON DWG. DRAWING R/W RIGHT OF WAY EC END CURVE S.F SOUARE FEET EA. EACH SMH SEWER MANHOLE ECR END CURB RETURN SD STORM. DRAIN ESMT. EASEMENT SEW SEWEREVC END V£RT/CAL CURVE STA. STAT/ON EX. EXISTING Ste' STREET HP HIGH POINT TC TOP OF CURB HYD. HYDRANT TYR TYPICAL FH FIRE HYDRANT VC VERTICAL CURVE FL FL00ZINE VCP VITRIFIED CLAY. PIPE F.S. FINISH SURFACE W WIDTH LEGAL DESCRIPTION.* THE NORTH HALF OF THE EAST HALF AND THE SOUTH HALF OF LOT 661, SEMI -TROPIC LAND AND WATER COMPANY SUBDIVISION /N THE COUNTY OF 54N BERNARD/NO, STATE OF CALIFORNIA, AS PER MAP RECORDED /N BOOK 11, OF MAPS, PAGE 12, /N THE OFFICE OF TH£ CDUNTY RECORDER OF S4/D CDUNIY. BASIS OF REARINGS: TH£ BASIS OF BEARINGS FOR TH/S MAP 4Ys1S TAKEN FROM Tf/E CENTERLINE OF CYPRESS AVENUE AS SHOWN ON A RECORD OF SURVEY ON FILE /N BODK 106, PAGE 58 OF RECORDS OF SURVEYS, RECORDS OF SAN BERNsiRO/ND COUN77; STATE OF CAUFORN/,4. OWNERoo C17Y OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-7600 ATTN.• DAN WEST ENGINEER*# KWC ENGINEERS 1880 COMPTON AVENUE CORONA, CA. 92881-3370 (951) 734 21JO A777U• VICTOR A. ELIA S011. S ENGINEER** AL TA CALIFORNIA GEOTECHNI644 INC. 2900 ADAMNS STREET, A-15 RIVERSIDE, CA 92504 (951) 582-0176 ATTIC• THOMAS J. McCARTHY, CEG SZ-VIZ A VE. INDEX MAP SCALE- 1 =3O' FUTURE CENTRAL CITY PARK CONSTRUCTION NOTES °UA"PRES UN/TS NO. DESCRIPTIONTOTAL 1 INSTALL 48" MH PER C/TY OF FONTANA STANDARD PLAN NO. 2001. 1 Eq 1 INSTALL MH FRAME AND COVER PER C17Y OF FONTANA STANDARD PLAN NO. 2000. 1 EA 3 INSTALL SEWER CLEANOUT PER 0/7Y OF FONTANr4 STANLL4R0 PLAN NO. 2005. 1 Ft. 4 INSTALL CONC. SEWER CLEANOUT BOX PER C17Y OF FONTANA STD. PLAN NO. 2006. > EA 5 INSTALL B" EXTRA STRENGTH VCP SEWER (PURL/C) 35 LF FOOTHILL FWY 210 1� 84SELINE AVE. �l` 1 �t?OJECr W ; SITE Q Q 0� FOOTHILL 8L VD. ARROW 8L VD. Q jq W SAN Jrwy 1--10 BERNARD/NO VICIN17Y MAP NOT TO SCALE NOTICE TO CONTRACTORS: THE EX67FNCE AND LOCA77ON OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS WERE 08TAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING U77LI77ES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE U7/L/7Y LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONS18IL17Y FOR THE UTILITY PIPES, CONDUITS OR STRUC1xlR£S, SHOWN OR NOT SHOWN ON THESE PLANS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ON THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS OR PROPERTY,• THAT THIS REOUIREMENT SHALL APPL Y CONTINUOUSL Y AND NOT BE LIM17E"D TO NORMAL WORKING HOURS,• THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNE077ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT. THE CONTRACTOR SHPHONEALL CALL IN (A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT WORKING DAYS PRIOR TO DIGGING. NO COWSWIUCT N PERMIT ISSUED BY NF PUBLIC WORKS DEP RT WENT SHALL BE VALID INVOL VINO UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMEN73: UPON INSPECTION OF THE SIMS, THE C17Y ENGINEER MAY REWIRE 7FMPORARY GUNITE SWALES, ENTERING OR LEAVING DECLARAT/ON OF ENGINEER OF RECORD" I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS SHOWN ON THESE PLANS COMPLIES WITH ALL PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER OF RECORD FOR THE PLANS, / ASSUME FULL RESPONSIBILITY FOR THE DESIGN OF THE IMPROVEMENTS WITH RESPECT TO THE PLAN CHECK PERFORMED BY THE C17Y OF FONTANA, / UNDERSTAND AND ACKNOWLEDGE THE FOLLOWING: (1) THE PLAN CHECK /S A REVIEW FOR THE LIMITED PURPOSE OF ENSURING THE PLANS COMPLY WITH THE C17YS ,STANDARDS, PROCEDURES, POLICIES, AND ORDINANCES, (2) THE PLAN CHECK IS NOT A DE7FRM/NAT10N OF 77-IE TECHNICAL ADEQUACY OF 77-IE DESIGN OF THE IMPROVEMENTS AND (3) THE PLAN CHECK DOES NOT RELIEVE ME OF MY LEGAL AND PROFESSIONAL RESPONS18IL17Y FOR THE DESIGN OF THE /MPROVEMEN75. AS 7HE ENGINEER OF RECORD, / AGREE TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE CITY, 17S ELECTED OFFICIALS, EMPLOYEES, AND AGENT FROM ANY AND ALL ACTUAL OR ALLEGED CLAIMS, DEMANDS, CAUSES OF ACTION, LIABILITY, LOSS, DAMAGE, OR INJURY TO PROPERTY OR PERSONS, INCLUDING WRONGFUL DEATH, WHETHER IMPOSED BY A COURT OF LAW OR BY ADMINISTRATIVE ACTION OF ANY FEDERAL, STATE, OR LOCAL GOVERNMENTAL AGENCY, TO THE EA ENT ARISING OUT OF OR INCIDENT TO ANY NEGLIGENT ACTS, OMISSIONS OR ERRORS BY THE ENGINEER OF RECORD, I73' EMPLOYEES, CONSULTANTS OR AGENTS: \ ' &tza- ROE NO. 64603 8 - t ©-18 VICTOR A. ELIA EXPIRES 6/3O/19 DATE ENGINEER OF RECORD UTIL17Y NOTES WATER.- FONTANA WATER COMPANY GAS.- SOUTHERN CALIFORNIA GAS CO.' 15966 ARROW ROUTE"' 16231 VALLEY BLVD. FONTANA, CA 92335 FONTANA, CA. 92335 (909) 822 2201 (909) 428-8411 SEWER- CITY OF FONTANA PHONE.- PACIFIC BELL COMPANY 8353 SIERRA AVENUE 1265 N. VAN SUREN ST., S7F 180 FONTANA, CA 92335 ANAHEIM, CA. 92807 (909) 350-6632 (714) 666-5401 POWER.- SOUTHERN CALIFORNIA EDITON CO. 048LE:• 77ME WARNER CABLE 7951 REDWOOD AVENUE 1500 AUTO CEN7E'R DRIVE FONTANA, CA. 92335 ONTARIO, CA. 91761 (800) 422-4133 (909) 975-3423 BENCHMARK A SHOULD CONSTRUCTION OF THE REQUIRED Qg4FESSIPrepared Under The Supervision Of : CITY OF FONTANA, C A L I F O R N I A IMPROVEMENTS NOT COMMENCE WITHIN TWO ��'` �� �OR A.-4 SEWER IMPROVEMENT PLAN BENCHMARK NO. 404 YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN BY: G'El1/� CITY P Rlrl SCALE: 634946H N W CORNER AND CARRIED FORTH IN A DILIGENT MANNER, THELAJ fi4803 m zDJ E/VGIN,E,El9 NAIL IN P. P. / DESIGNED BY: DATE: VALENC/A &CYPRESS DIAL � TWO WORKING 1880 Cf3MPTON AVENUE, NG SEERS- PLANNERS 4NAERS- SURVEYORS 951-734-2130 BEFORE ��i. DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE TMC 7/3/2��8 YOU DIG YOU DIG PLANS TO BRING THEM INTO CONFORMANCE WITH ��ClVi\- ���' €.:� DATE : 8•to�t8 CHECKED BY.APPROVED BY: DRAWING NO.: TOLL FREE 811 TF'- CA.Z��c� VICTOR A, ELM DATE: � ' t 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �{ pTi4N DATE ENGR. CITY DAR STANDARDS IN EFFECT. 64803 EXP. DATE 6 34 19 VE �T�� ,''` ELEVATION.• 1256:32 MSL (192.9 DATUM) R.C.E. NO. D GINEER R.D. O. 51 5 0 0