The URL can be used to link to this page

Home My WebLink About4505-1GENERAL NOTES 1 ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PRO 117S/ONS AND THE STANDARD SPEC/F/CA TIONS FOR PUBLIC WORKS CONSTRUCTON ('GREEN BOOK"). ALL REFERENCE SPEC/F/CA TIONS AND STANDARDS SHALL BE THE LA TEST ED/TION UNLESS OTHERWISE NOTED. 2 WHEN A 7FCHN/CAL CONFLICT /S FOUND TO EX/ST /N THE CONTRACT DOCUMENTS THA T CAN NOT BE RESOL TIED BY REFERENCE TO PRECEDENCE PROWS/ONS /N THE "GREEN BOOK" THE CON 7RACTOR SHALL /MMED/A 7FL Y REPORT SAID CONFLICT TO THE CITY ENG/NEER FOR RESOLU770N. 3 ALL MA 7FR/ALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENG/NEER. 4 AD VA NCE CONS 7TRUC77ON SIGNING /ND/CA 77NG DURA 77ON OF PROJECT SHALL BE /N PLACE ONE WEEK PR/OR TO IMPLEMEN77NG DETOURS. 5 CONSTRUCRON PERM/TS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENG/NEER/NG DI KS/ON PR/OR TO THE START OF ANY WORK. INSPEC77ON COORD/NA 77ON SHALL BE REQUES7FD A T LEAST TWO WORK/NG DA YS PR/OR TO THE START OF ANY WORK /N PUBL/C RIGHT -OF -WA Y W THIN THE C/TY L&ITS. CALL (909) 350-7610. 6 THE CONTRACTOR SHALL CONFORM TO ALL 7RAFF/C CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STA 7F OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LA 7FST NON -METRIC ED/TION UNLESS 07HERWSE DIREC7FD BY THE CITY TRAFFIC ENG/NEER. 7 /T SHALL BE 711E RESPONS/B/L/TY OF THE CONTRACTOR TO MA/NTA/N BARRICADES, DEL/NEA TORS OR 07HER 7RAFF/C CONTROL DEVICES A T ALL TIMESS, 8 THE CONTRACTOR SHALL OBTAIN A PERM/T TO PERFORM EXCA VA 17ON OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM 111E CALIFORNIA STATE D/14S/ON OF INDUSTRIAL SAFETY. 9 THE WALLS AND FACES OF ALL EXCA VA TONS GREA TER TITAN F1 VE (5) FEET /N DEPTH SHALL BE GUARDED BY SHORING, SLOP/NG OF THE GROUND OR 071/ER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DI KS/ON OF INDUSTRIAL SAFETY OF THE STA TE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTEN17AL EXISTS FOR GROUND MOVEMENT. 10 NO MA IFR/AL OR EQUIPMENT SHALL BE STORED /N THE PUBL/C RIGHT OF WA Y W TROUT OBTA/N/NG A SETA RATE PERMIT FOR THAT PURPOSE. 11 711E LOCA 17ONS OF U7LI17ES SHOWN HA VE BEEN DETERMINED FROM A VA/LABLE /NFORMA TION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, /N THE FIELD, THE TRUE LOCA PON AND ELEVA TION OF ANY EX/STING URLIRES, AND TO EXERCISE PROPER PRECAU17ON TO A VOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT A T 1-800-227-2600 TWO WORK/NG DA YS BEFORE EXCA VA 1TON. 12 THE CONTRACTOR SHALL COORD/NA TF CONS 7RUC17ON WITH ALL URL/TY COMPANIES /NCLUD/NG, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE 7FLEWS/ON, LANDSCAPING, LANDSCAPE /RR/GA 170N, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CAL TRANS. ALL U17LI TY COMPANIES SHALL BE GI VEN TWO WORK/NG DA YS N07CE PR/OR TO WORK AROUND THEIR FACIL I RES. 13 711E CONTRACTOR SHALL NOT OPERA TE ANY FIRE HYDRANT OR WA TER M4 IN VA VES W TROUT APPROPR/A TE AGENCY AUTHOR/ZA 770N. CONTRACTOR SHALL COORD/NA TE WITH THE APPROPR/A TE WA IFR COMPANY FOR VALVE OPERA 17ON AND WATER REQUIREMENTS. 14 STA 170N/NG REFERS TO THE CEN TTRLINE OF STORM DRA IN EXCEPT WHERE 07HERWISE NO TED. 15 ADEQUA TE CONS7RUC7ON CONTROL STAKES SHALL BE SET BY THE ENG/NEER TO ENABLE 711E CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 711E PRESERVA 17ON OF BENCHMARKS AND CONS7RUC17ON CONTROL STAKING DURING CONS7RUC770N. 16 THE CONTRACTOR SHALL NOT DI57URB EXIS7NG SURVEY MONUMENTS, MONUMENT TES OR BENCH MARKS W TROUT PR/OR NOT/F/CA 17ON TO THE Cl TY ENG/NEER. 17 REMOVAL AND REPLACEMENT OF EXIS7NG SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT 11ES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED Cl WL ENG/NEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THA T W/LL BE DESTROYED AS A RESUL T OF THIS CONS IRUC17ON SHALL BE REPLACED. THE CONTRACTOR SHALL N017FY THE ENG/NEER ONE WEEK PR/OR TO CONSTRUCTION SO THAT 17ES TO MONUMENTS CAN BE ESTABL/SHED FOR LA IFR REPLACEMENT OF 111E MONUMENT. 18 THE CONTRACTOR SHALL MA/NTA/N ACCESS FOR LOCAL RES/DENT' AND BUSINESSES A T ALL TIMESS, A MIN/MUM 12 FOOT LANE SHALL BE MAINTAINED A T ALL 17MES IN THE CONS 7RUC7ON AREA FOR RES/DENTS AND EMERGENCY VEHICLES. 19 111E CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECT VE MEANS OF DUST CONTROL, INCLUDING ADEQUA TE WA IFR/NG, A T ALL TIMES. 20 THE CONTRACTOR SHALL NOT CAUSE ANY EXCA VA TED MA TER/AL, MUD, SIL T OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRI VA TE PROPERTY ADJACENT TO THE RIGHT OF WA Y DURING CONS 7RUC17ON WI THOUT PR/OR WRITTEN APPROVAL. 21 NO TRENCH BACKFILL SHALL TAKE PLACE W TROUT PR/OR APPROVAL OF THE CITY INSPECTOR. 22 A GEOTECHNICAL ENG/NEER SHALL CERI7FY ALL BACKFILL COMPAC770N. FA/LURE TO OBTAIN THE REWIRED DENS/TY SHALL REWIRE RE-WORK/NG OF THA T POR 17ON OF THE WORK UN RL THE SPECIFIED DENS/TY /S OBTAINED. 23 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS: UPON INSPEC17ON OF THE S( TE, THE Cl TY ENG/NEER MA Y REWIRE TEMPORARY NON-ERODEABLE SWALES ENTER/NG OR LEA KNG IMPROVEMENTS. 24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MA TCH EX/S17NG CONCRETE. 25 NO OPEN TRENCH SHALL BE ALLOWED A T THE END OF THE DA Y WITHOUT PR/OR APPROVAL OF THE Cl TY ENG/NEER. 26 PR/OR TO CONS IRUC77GN, THE CONTRACTOR SHALL EXPOSE EX/S17NG FACIL I RES, AND VER/FY ELEVA TION AND LOCA TON OF CONNECTIONS. CITY APPROVAL OF CONNEC7ONS TO EXISTING FACIL117ES DOES NOT /MPL Y CORREC7NESS OF ELEVA TONS OR LOCA TONS SHOWN ON 711E PLANS. 27 IF EXIS7NG U17LI17ES OR ANY OTHER FACIL117ES CONFLICT W TH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY 711E ENG/NEER AND ALL AFFECTED AGENC/ES /MMED/A TEL Y. 28 NO CONCRETE SHALL BE PLACED UN 17L THE FORMS AND REINFORCING STEEL HA VE BEEN PLACED, INSPECTED AND APPROVED. 29 ALL UNDERGROUND U7LI17ES SHALL BE INSTALLED, TESTED AND APPROVED PR/OR TO PA KNG OF STREETS 30 APPROVED SOIL STER/LANT /S REQUIRED UNDER ALL NEW ASPHAL T PA VEMENT PR/OR TO PLACEMENT. 31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VA VE BOXES SHALL BE RA )SED TO FIN/SHED GRADE BY THE PA WNG CONTRACTOR UPON COMPLE70N OF PA 1%NG. 32 UPON COMPLE17ON OF CONS7RUC170N, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES AND 07HER 7RAFF/C CONTROL DEVICES TO THE SA 15FAC17ON OF THE Cl TY 7RAFF/C ENG/NEER. 33 AS -BUIL T DRA WINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENG/NEER OF RECORD, WHO SHALL PROVIDE RECORD DRA WINGS TO 711E CITY ENG/NEER. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Je OF FONTANA S roRm DRAIN ImPR o vEmEN r PLAN FOR 15996 JLIRIIPA A VENUE DRP#07AV 00047 —CONSTRUCTION NOTES: (DINSTALL 36" RCP (20000) STORM DRAIN O2 CONSTRUCT BLANKET PROTECAON PER APWA S7U. NO. 225-1 (SEE DETAIL ON SHEET 3) O3 CONSTRUCT MANHOLE PER APWsI S19. DWG. NO. 320-1 (SEE DETAIL ON SHEET 3) O4 INSTALL 24" RCP (20000) STORM DRAIN O5 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. DETAIL 3004 BENCHMARK CITY OF FONTANA BENCHMARK NO. 534 ELEVA 770N.• 1034.60 FT. DESCR/P770N.• TOP OF FIRE HYDRANT A T THE NORTHEAST CORNER OF JURUPA A VENUE AND CYPRESS A VENUE. BASIS OF BEAR/NGS BEA RINGS ARE BASED UPON THE CEN TERLINE OF CATAWBA ROAD AS BE/NG N0000 06"W PER PARCEL MAP 4572, RECORDED /N P.M.B. 41, PAGE 34, SAN BERNARD/NO COUNTY RECORDS. LEGEND: -J EX/STTNG STREET LIGHT ® EXISTING WA 7FR VALVE o EXISTING SEWER MANHOLE +-0-+ EX/STING FIRE HYDRANT El EXISTING U77LITY BOX (AS N07FD) OO EXIS77NG STORM DRAIN MANHOLE -0- EXIS77NG U77LI7Y POLE 0 EXISTING TREE (18" W) EXIS77NG U77LI TY LINE -----_ EXIS77NG CURB & GUT7FR /P//Pd A VF_ NUF QUANT/TIES: 382 LF 1 EA 1 EA 11 LF 1 EA ,")nc -------------------- — I' SII Q� �v REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 11VDE1V MAP SCALE.- 1`400' SHOULD CONSTRUCTION OF THE REQUIRED ESsrONq< IMPROVEMENTS NOT COMMENCE WITHIN QR°F TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY wNo.41829 REQUIRE REVISIONS TO THE PLANS TO * Exp. 3/31 /10 BRING THEM INTO CONFORMANCE WITH cIV IL F CONDMONS AND STANDARDS IN EFFECT of CALIF° V BB&02 PLANNING ENGINEERING SURVEYING NOT/CE TO CONTRACTORS CONSTRUCTION CONTRACTOR AGREES THA T IN CcForrm Council A CCORDA NCE WI TH GENERA LL Y A CCEP TED � 5ngir�e¢ rr Ctii CONSTRUCTION PRACTICES, CONSTRUCTION 8FGSurv¢yorr CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB S/TE CONDITIONS DURING 7HE COURSE OF CONSMV0770N OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPER TY,• THAT 7HIS REQU/REMENT SHALL BE MADE TO APDL Y COV77N000SL Y AND NOT BE L/M/TED TO NORMAL WORK/NG HOURS, AND CONS 7RUC77ON CONTRACTOR f UR7HER AGREES TO DEFEND, INDEMNIFY AND HOLD DES/GN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, /N CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DES/GN PROFESSIONAL. ALL CONTRACTOR AND SUBCONTRACTORS PERFORM/NG #VRK SHOWN ON OR RELA7ED TO THESE PLANS SHALL CONDUCT THE/R OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPL Y WITH THE "OCCUPA 77ONAL SAFETY AND HEAL TH REGULA TIONS" OF 7HE U.S. DEPAR7MENT OF LABOR AND WI7H 7HE STA 7F OF CALIFORNIA DEPARTMENT OF /NDU57R/AL RELA 77ONS "CONSIRUC770N SAFETY ORDERS". THE CIVIL ENG/NEER SHALL NOT BE RESPONSIBLE /N ANY WA Y FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. PR/NATE ENGINEERJS NOT/CES TO CONTRACTORS THE EXISTENCE AND APPROX/MA TE L OCA 77ON OF ANY UNDERGROUND U77LI77ES OR S7RUC7ZIRES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF A VAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING U77LI77ES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. 711E ENG/NEER ASSUMES NO LIABILITY AS TO THE EXACT LOCA 77ON OF SAID LINES NOR FOR U77LI77ES OR IRR/GA77ON LINES WHOSE LOCATIONS ARE NOT SHOWN. 111E CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCA 77ON OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. THE CONTRACTOR SHALL CALL IN A LOCA 77ON REQUEST TO UNDERGROUND SERVICE ALERT (U. S.A.) PHONE 1-800-422-4133 7WO (2) WORKING DA YS PRIOR TO DIGGING. NO CON57RUC770N PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOL WNG UNDERGROUND FACIL177ES UNLESS THE APPLICANT HAS AN INQU/R Y IDEN TIFICA TION NUMBER ISSUED B Y U. S. A. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA ADELPH/A (CABLE N) SBC A77N.• AT7N.• JACK HA YES ATTIC• JAMES Z/ENL/NSK/ 8353 SIERRA A VENUE 1205 DUPONT A VENUE 1265 N. VAN BUREN STREET FONTANA, CA 92335 ONTARIO, CA 91761 SUI TE 180 (909) 350-6632 (909) 390-4738 ANAHEIM, CA 92807 (714) 666-5415 SO. CALIFORNIA GAS COMPANY A TTN: JACK JAR 14S 16231 VALLEY BLVD. FONTANA, CA 92335 (909) 428-8411 EMERGENCIES • (800) 427-2200 SO. CALIFORNIA ED/SDN COMPANY 7951 REDWOOD AVE. FONTANA, CA 92335 (909) 820-5598 — UNDERGROUND (909) 875-5100 — TRANSMISSIONS (909) 637-1233 — PIPELINES (909) 357-6233 — DIS7RIBU17ON VER/ZON A T77N: STEVE HOCK 1400 E. PH/LL/PS BL VD. POMONA, CA 91766 (909) 469-6327 FONTANA WA IFR COMPANY A TTN.• MICHAEL J. McGRA W 8440 NUEVO A VENUE FONTANA, CA 92335 TFL: (909) 822-2201 FAX: (909) 823-5046 SAN GABR/EL VALLEY WA IFR COMPANY A TTN.• DA VE JOHNSON 549 EAST SIERRA MA DRE A VENUE AZUSA, CA 91702-1299 P.O. BOX 1299 (909) 969-7911 1035 Milliken Avenue, Suite E Ontario, CA 91761 P:(909) 635-0335 F: (909) 635-0365 rWW gboinc.com I DRAIN BY: DLW DESIGNED BY: DLW < CHECKED BY: EXP. 3/31/10 DRB DON BROOKS, R. C.E. 41829 NA VICINITY MAP NT.S CITY of FONTANAv CALIFORNIA STORM DRAIN IMPROVEMENT PIAN i I 15996 JURUPA AVENUE SCALE AS Norco pgf "7npM711-30-07 DATE: _ P OVEO 1035 Milliken Avenue, Suite E Ontario, CA 91761 P:(909) 635-0335 F: (909) 635-0365 rWW gboinc.com I DRAIN BY: DLW DESIGNED BY: DLW < CHECKED BY: EXP. 3/31/10 DRB DON BROOKS, R. C.E. 41829 NA VICINITY MAP NT.S CITY of FONTANAv CALIFORNIA STORM DRAIN IMPROVEMENT PIAN 15996 JURUPA AVENUE SCALE AS Norco pgf "7npM711-30-07 DATE: _ P OVEO DRAWING N0.' oniE 4505 j a IN ENGINES RCE. 51152