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HomeMy WebLinkAbout2599-1STREET IMPROVEMENT PLANS TRACT NO. 15794 JURUPA AVENUE I 28 27 K 23 2Z r 20 I i W I � SEE SHE[T3 LAME g j � �o 353s 37 38384° � Q I � SEE SHEEN 31 34 --T 3 41 W I � 46 45 M 43 SEE SHEET 3 - W 32 334s CQLm SL INDEX MAP CONtsTRUCTION NOTES AND ESTIMATED QUANTITIES 1� oc I IIWA= r A.C. 0%V 1r of M COMPACT Ml* WL 56,300 v 3 4 3 i 7 i ! 10 11 � 1 Z INDEX MAP CONtsTRUCTION NOTES AND ESTIMATED QUANTITIES 1� oc I IIWA= r A.C. 0%V 1r of M COMPACT Ml* WL 56,300 v �2 CONSTRUCT CONCRETE CURB AND GUTTER (6' C.f. PER CITY 3,340 LF OF FONTANA STANDARD DETAIN. 101 � 3DCONSTRUCT STANDARD CROSS GUTTER AND SPANDREL! PER CITY 1,900 SF OF FONTANA STANDARD DETAIL 1134. 4�CONSTRUCT r THICK CONCRETE SIDEWALK WIDTH AND 10,630 Sir LOCATION PER PLAN & PER CITY SID. 105& S CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA 6 EA STANDARD 104-A. �6 INSTALL STREET LIGHT PER SEPARATE PLAN 10 EA O7 CONSIR!!CT RESIDENTIAL DRfV"MY PER CITY OF FOUTA14A STAIN0ALL 4.040 ! 102 W=16' TO BE FIELD LOCATED. CONSTRUCT CATCH BASIN PER SBFCD STD. PL.AN 2069 Wm r 2 EA LOCAL DEPRESSION PER SBFCD STD PLAN 2039 10 C iALICT 24" RCP 2000-& 37 Llr 11 COb w RCP 1500-0 116 Lf 12 CONSTRUCT STORM DRAIN CLEANOUT PER SBFCD SID PLAN 200 1 EA X=Y=4'. V=S • PROVI C� L�oCk-IMO MftMt Llff coV6►i� . 13 REMOVE EXIST CURB 200 Lf 14 REMOVE EXIST AC PAVEMENT 2+000 SF 1 s REMOVE EXISTING SIDEWALK 900 SF Q4 tdllS 19" T V041CL E YtXV$OYT PGR =01011 00 OHM 1 1.40 0 AND DETIJL ON SHEET 3 19 CONSTRUCT CONCRETE CURB (8' C.F. ) PER CITY 115 LF OF FONTANA STANDARD DETAL 101. to � RfrM 17 F 16 15 MIN 4' CLEARANCE REQUIRED AROUND ANY OBSTRUCTIONS INCLUDING TREE WELLS, POWER POLES, FIRE HYDRANTS AND Z .Now MAILBOXES. -� 14 13 1 �- a:%;,- MIN _ MIN 4' CLEARANCE REQUIRED AROUND ANY OBSTRUCTIONS INCLUDING TREE WELLS, POWER POLES, FIRE HYDRANTS AND MAILBOXES. UTILITY NOTIFICATIONS CITY OF FONTANA 8353 SIERRA AVE FONTANA CA 92336 TELEPHONE (909) 350--7610 SO.CALIF GAS COMPANY -- DISTRIBUTION FACILITIES 16231 VALLEY BLVD. FONTANA, CA 92335 TELEPHONE (689-9711) OR (800) 422-4133 SO.CALIF GINS COMPANY -- IMAiN!!pl DVAK1 ff 2191 BIRCH STREET BREA. CA 92621 TEI,Z%ONE (ON) 320-200 ON (800) 422-413.1 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVER FONTANA, CA 92336 909357-6231 (S0. 6F ��RiRTLL) 909 357-6223 (NQ OF ;RRW 800 422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN AVENUE POMONA. CA 91766 (213) 357-2257 00 (600)422-4133 SAN BERNAROiN0 COUNTY FLOOD CONTO , DI:IfCf 825 E. THIRD STREET SAN BERNARDINO. CA 92400 (606) 31•-1ee6 PACIFIC TELEPHONE AND TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE. CA 92504 (714) 350-250 OR (800)422-4133 FONTANA WATER COMPANY 8440 NUEVO AVENUE P.O. BOX 987 FONTANA, CA 92334 (909) 822-22CM M r 4.50 1 r 1`; -----2%-------•`• r FS AT CL 0.03' BELOW TC 1 --- - 2!E•----- .s TYPICAL SECTION ALL INTERIOR STREETS NO SCALE TJ.=& • EXCEPT FOR COLEEN ST VfLY Of FREMONTIA WAY SEE SEC11ION BELOW 60# lOr --- I CI` 4,fr�' 20, 4`� FS AT CL 0AW BELOW TC i7mom7m•` • ' 2 2 TYPICAL SECTION COLEEN ST WESTERLY OF FREMONTIA WAY_.. NO SCALE T.L=1&5 57' cc R d �1 MAINTAIN EX FL 2:1 MAX `- 19 B' CONC PAVEMIENT ON 12' COMPACTED N.S. TO M TYPICAL SECTION VEHICLE TURNOUT IN JURUPA AVE 18 N© SCALE GENERAL CONSTRUCTION NOTES 1. THE CONSTRUCTION Of ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REOUlTS OF THE CITY STANDARD SPECIFICATIONS AND THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOR) LATEST REVISIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA ENGINEERING DEPARTMENT PRIOR TO START Of ANY WOW WITHIN T1IE CITY LIMITS I STATIONING REFERS TO CENTERLINES OF STREET. 46 CURS DATA REFERS TO THE FACE Of THE CURS. S. ALL EXP06ED CONCRETE SHALL. CONFORM IN GRADE. MOR AND FINISH TO ALL ADJOINING, CUIM AND SIDEWALIM 6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. SHOULD THE STREET CONSTRUCTION START MORE THAN 3 MONTHS AFTER THE PLANS ARE APPROVED, AND IF THE FIELD PAVEMENT CONDITIONS CHANGE. THEM THE DEVELOPER WOULD BE REQUIRED TO UPDATE THE DESIGN TO ACCOMMODATE ACTUAL FIELD CONDITIONS. 7. ALL UNDERGRWND WORK SHALL BE COMPLETED PRIOR TO PAVMNG Of STREETS 8. EXISTING UNDERGROUND U17UTIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE KLbrONSW FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL. EACH UMLITY PRIOR TD ANY WORK. & ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTR'UCIED 5" BELOW F#49HED GRADE BY WIN CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 10 ALL VALVE FRAMES AND COVERS SHALL BE CONSIR!lC rD r BELOW F 149HED GRADE BY WAIM CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING, 11. REFER TO CITY OF FONTANWI, UNDERGROUND UTNrITY L:OCAIION STANDARD DETAIL 12L 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTIUTIES AND OTHER IMPROVEMENTS IWXMDNN% 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 ORAVrNNG3 SMALL BE PROYIDED BY 7HE CONTRACM TW TW E1MOINEER OF REC010. ORAVAIIBe SHALL BE PROVIDED TO THE CITY OF FONTANA. 14. TYPE, LOCATION, AND WIDTH Of DRIVEWAY IkPPRQAL'M APR" WILL DE DE" I E'RMINE'D AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREON. 5. CONTRACTOR 13 INSTRUCTEO TO REFER TO Tl1E'SE PLANS AND THE 3PECITCARO11M AND WMERE T !ERE IS OR MAY A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIN CONFLICT TO THE OWNER'S REPRESENTATIML 1I, SIERILANT REgU1RED UNDER ALL A.C. PAVEMENT. 17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 18. 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 V FEET IN DUU4 SHALL ALSO BE QUARM 0" EXAMINATION I D"WS HAZARDOUS GROUND M4WD"T MAY EXPECTED. 19. THE CONTRACTOR(S) SHALL OBTAff4 A PERMIT TO PERFORM EXCAVAT" OR IR94CM WOW AS EESt. "ED IN N= 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 PAVEMENT THICKNESS SHALL BE DEIERMINED BY SOL ENGMSElt AFTER COMPILE" Of ROUGH GRADMNS. 22. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 236 ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR To WORKING AROUND THEIR FACILITIES. 24. BACKFEl MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY THE PU@L.IC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. 25. BACKFILL MATERIALS TO HAVE S.E. Of 30 (MINX) AND A MMI. COMPACTION Of 909L 26. THE CONTRACTOR IS RE XWED TO HAVE A FULL SET Of LA.C.F.C.D. STANDARDS R A.P.W.A. STANDARS ON 911E AT ALL TIMES PRIOR TO STORM! DRAIN CONSTRUCTION. 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 ELEVAIM AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATION AND/OR LOCATION AS SHOWN ON PLANS. 20. W DURING CONSTRUCTION. GROUND WATER IS ENCOUNTERED. A SYSTEM APPROVED BY THE CITY ENGIIM SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 29. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE VAIN THE CITY STANDARD SPECIFICATIONS. 30. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER 31. ACTUAL THICKNESS OF A.C. PAVEMENT ANO/OR BASE COURSE MATERIAL FOR STREET STRUCTURAL SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. THE PROJECT DEVELOPER IS, IN GENERAL REQUIRED TO BRING HIS HALF STREET SECTION FRONTAGES UP TO A 20 YEAR DESIGN LIFE BETWEEN SITE PROPERTY LINES- PLUS REASONABLE JOINS TO EXISTING PAVEMENT SUBJECT TO FINAL APPROVAL BY THE CITY ENGINEER. 32. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENG0 EER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. 33. ALL CONCRETE STRUCTURES MAY NOT BE BACKFILLED UNTS 7 DAYS AF nM PLACEMENT OF CONCREIE OR AS DIRECTED BY THE CITY INSPECTOR. RECORD DRAWINGS PREPARFJD B aak J4 ens Thielmmn. RCE 25742 THIFLMANN ENGNEERS_ 221 S. Glandl Strut Orange, CA 92866 (714) 744-9700