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Home My WebLink About2098-1.lT 40T w AYE/W. &w x J a. Q T nom. V h �/ ✓ENUE "" 1 _" PROJECT SIT �iYE,P3iQF� �P0.4 _ _ ZoN AE.,/YARaiVO CO. -77y, W7F,7 E Co VICINITY .MAP NO SCALE 110 S1f IR lu lull II *t lu lu1O\VIE /tli lu Nr%ook�lf IF IL A �I S IF IO NrN%k-..1r 04% Nr� ,At , IC A6 IL II lif IC IIS rN� II A TRACT N0. 14246 0 25' moo' 1 , I L�✓� G/.t,� JURUP;A_ -, Dr C L rc 7 .; �v r j\1J r CI H INDEX MAP SCALE I = 100 OG'CLi,PB r; GUTl6.e. jcU7lE� J-57' TYPICAL STREET SECTION (6"CF) ]/I2 % 0 *N t.., PRIVATE ENGINEERS NOTICE TO ALL 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 FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, IMDEMNIFY, AND=`-_ HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY.:- ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR -Y-` STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO.THE'BEST OF OUR KNOWLEDGE, THERE ARE CONSTRUCTION NOTES AND QUANTITY ESTIMATES N0. ITEM QIAANTITY J 91{11 C0MSTIZUCT-_.!j -14C OVea_l2" COMPgcMO.t�l"voF C�ISSUMI= 4" ABOVE (F . L .= TC -0. 5 7' ) OAC. OVE21 I.I1�7-1(/E -'FOP- ESTI IWA-T7 WCG AiIZposCS O"LV- ,4CTUA,L PAVIMC� ' J7, /.SO FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR Sr�NJSAF)IRWA JWW 1/ S . F . .lT 40T w AYE/W. &w x J a. Q T nom. V h �/ ✓ENUE "" 1 _" PROJECT SIT �iYE,P3iQF� �P0.4 _ _ ZoN AE.,/YARaiVO CO. -77y, W7F,7 E Co VICINITY .MAP NO SCALE 110 S1f IR lu lull II *t lu lu1O\VIE /tli lu Nr%ook�lf IF IL A �I S IF IO NrN%k-..1r 04% Nr� ,At , IC A6 IL II lif IC IIS rN� II A TRACT N0. 14246 0 25' moo' 1 , I L�✓� G/.t,� JURUP;A_ -, Dr C L rc 7 .; �v r j\1J r CI H INDEX MAP SCALE I = 100 OG'CLi,PB r; GUTl6.e. jcU7lE� J-57' TYPICAL STREET SECTION (6"CF) ]/I2 % 0 *N t.., PRIVATE ENGINEERS NOTICE TO ALL 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 FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, IMDEMNIFY, AND=`-_ HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY.:- ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR -Y-` STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO.THE'BEST OF OUR KNOWLEDGE, THERE ARE CONSTRUCTION NOTES AND QUANTITY ESTIMATES N0. ITEM QIAANTITY UNIT TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR C0MSTIZUCT-_.!j -14C OVea_l2" COMPgcMO.t�l"voF C�ISSUMI= 4" ABOVE (F . L .= TC -0. 5 7' ) OAC. OVE21 I.I1�7-1(/E -'FOP- ESTI IWA-T7 WCG AiIZposCS O"LV- ,4CTUA,L PAVIMC� ' J7, /.SO FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR TSIICVWES To 6l=-DCTE�MI - �'RD 2 PA.V I UG !.l .� (E OKI s�-IEEr t�l� . ( S . F . 2O CONSTRUCT CONCRETE CURB AND GUTTER (6"C.F. is If PER CITY OF FONTANA STANDARD DETAIL 101). d L.F. OCONSTRUCT CONCRETE CURB AND GUTTER (8"C.F. 3. STATIONING REFERS TO THE CENTERLINES OF STREET. PER CITY OF FONTANA STANDARD DETAIL 101). / 08 L.F. 4O CONSTRUCT CONCRETE CURB AND GUTTER (6"C.F. FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. TRANSITION TO 8"C.F. PER CITY OF FONTANA 47 LT SUBJECT TO REVISION STD. DET. 100). AND APPROVAL OF THE CITY -AS REQUIRED BY SOILS TESTS TAKEN AFTER C5 CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF PER CITY OF FONTANA STANDARD DETAIL 104. 'S5 S.F. C6 CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL AND LOCATION PER PLAN. zi 740 S.F. OFAN-rANA CONSTRUCT RAMPED CURDS RETURN PER CITY OF "STANDARD DETAIL 104 A. EA ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE d r_1 CONSTRUCTED 6' BELOW FINISHED GRADE BY SEWER CONTRACTOR AND STREET LIGHT -S600 LUMEN NIGH PRESSURE SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER Ip SODIUM LAMP, COBRA HEADS W/CUT- OFF LBNSE EA. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6' BELOW LIGHT' F'IXTUIZE. INS'T"ALL�_=d BY S.CJE. FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO II CONSTRUCT A.G. OVEtzLAY AND FEATHER GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. ii. AS REqUIfzED. ' s1= 12 col�ISTIZLIcr DeIV9WAY APP2DAf9FS FES �-n_ B� E4. .DI=i-4I L 102 TJ 8E �IELL� Lf�111=. UTILITIES AND OTHER IMRPOVEMENTS INCLUDING, BUT NOT LIMITED ® TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, STORM DRAIN QUANTITY ESTIMATES 15 CONSTRUCT 30" R.C.P. I CL.AGG -�z 2 �1 L . i✓ IG CONSTRUCT 24 " R.C.P. CLASS 1y 35 L F. 17 CONSTRUCT 18" R.C.P. , CLASS 25 L.1~. �:8:_:� CONSTRUCT MANHOLE NO. I PER L.A.C.F.C.D. I • _ * STS. 'OWG. MH . 251 WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREON. CONSTRUCT CA-fC+-I SASI N NO.3 PER 1-k.C.F.C.-D' 2 EA STD. 'DwG. 2 --D I aa, SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THF4ONTRACTOR IS REOU I RED TO TAKE ALL PRECAUTIONARY MEASURES NOTE: TRANSITION DOES NOT CHANGE TYPICAL STREET SECTION TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR REMAINS PER STANDARD SHOWN ABOVE (F . L .= TC -0. 5 7' ) -STRUCTURES.-NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE GRADE BRAKE OCCURS ON CURB PROFILE ONLY. FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR SPECIFICATIONS, DATED 1975. STRUCTURES. I 9 6 02 ZECORC) flIRAWING is If WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY APPROVED V T O� JUeU�� A✓E �Jit/1� �IUL.BE,�.efJ Qf/C �LEl! �/��O qE V . .DATE DESCRIPTION DATE �o pRCfESS/� CC -' NO. C42723 -'. EXP 3/31/oq (p 01111. �9T F OF C Eo GENERAL CONSTRUCTION NOTES: 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO - THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS, DATED 1975. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET. 4. CURB DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT STRUCTURAL SECTIONS SHOWN. ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY -AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. B. EXISTING UNDERGROUND UTILITIES ARE AS A PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL Y EACH UTILITY PRIOR TO ANY WORK. 9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6' BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. !0. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6' BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. ii. REFER TO CITY OF FONTANA. UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMRPOVEMENTS INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREON. 15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 16. STERILANT REQUIRED UNDER ALL A. C. PAVEMENT. 17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. i8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL -BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 19. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 18 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 21. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR COURSE MATERIAL FOR .BASE STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT. AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 22. ADEQUATE STAKES SHALL BE -.SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 23. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 24. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 25. BACKFILL MATERIALS TO HAVE - A S. E. OF 30 (MIN) AND MIN. COMPACTION OF 90%. 26. THE CONTRACTOR IS REQUIRED TO HAVE A FULL SEI` OF L. A. C. F. C. STANDARDS ON S I TE AT ALL T I MES PR I OR TO - STORM DRAIN CONTRUCTION. 27. PRIOR TO CONSTRUCTION OF WATER SEWER AND/OR STORM DRAIN LINES THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER SEWER AND/OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR AND VERIFY THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF A'PROPOSED-CONNECTION TO A CITY FACILITY DOES NOT IMPLY APPROVAL OF THE CORRECTNSS OF THE ELEVATION AND/OR LOCATION AS SHOWN ON PLANS. 28. IF�DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE CITY ENGINEER, SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION -OF THE SOILS _ ENGINEER. 29. ALL EXPOSED METAL SURFACES SHALL BE-GALVANI-ZED-IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATION. oEESSION,Al ., E. ��' tiI PRIVATE ENG I NEER' S NOTE ,�'�P co THE PRIVATE ENGINEER SIGNING THESE PLANS 1S RESPONSIBLE FOR . o ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. 3i'�`/�'! IN THE EVENT OF DISCREPANCIES-ARISING'DURING CONSTRUCTION, ��p' THE PRIVATE ENGINEER -SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY `�lqT \io�� THE CITY. E OF CA OF M c CUTCHAN -CO. , INC. CITY OF FONTANA , CALIFORNIA 2698 MATARO. STREET (818)568-2474 PUBLIC WORKS+ DEPARTMENT MENPASADENA, CALIFORNIA 91I07 ao-^ by � M. S. -.S'OUTHRIDGE VILLAGE S`°'I ' _ � � - 40 -Designed by TRACT NO. 14246 Date GERALD E TUTT R.C.E. 14375 EXP. 3/31/97 D4 TE M.S. STREET IMPROVEMENT PL ANS Chocked by : � // 1-. 9,' Dw No. M. S. Arra°ao - Y zsi2� �.Oq� 7