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Home My WebLink About1514-1PRIVATE. -ENGINEER'S NOTES TO CONTRACTOR 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES, CONDUITS OR STRUCTURES SHOWN ON.THESE PLANS ARE OBTAINED BY;' A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES -ALL VIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 4._ 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONSAND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS= AND, THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, MEAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF THE WORK IN THIS PROJECT, EXCEPT FOR LIABILITY.ARISING-FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. (L TMP. TYPICAL SECTION R TANG E LO AVENUE i STORM DRAIN QUANTITY No ITEM, QvTY LIN/7- so - CLIAB INLET P -ER- - .1'TD _IZl ( .VVI.4' V:4'0') -I _ _ _ E_A _ Z __GONSTAUcr 13 x 30" RCPA _372- - --LF _ CONITR UCT D/1CHARCrE smUC. rn? S7 -D IZ4 C /NCL VDING CURB 1 'EA - ID O _ _MODIFY EXIST. C.S . 1 EA - - -I CONSTRUCT CLEA N OUT PFR .ITIJ, 1Z A, - / EA SPECIFICATIONS. i 80 L.F 2. CONSTRUCTION PERMITS SHALL BE OtTAINED FRON FONTANA PUBLIC RANDAL L 14 VE PROJECT siFE O L ? q Q HAW THORNE 4VE 1%, SAN B ERAI A R DINO AVE 10 _ SAN HERNARDINO FWY VICINITY MAP STREET IMPROVEMENT PLANS TRACT FONTANA INDEX MAP SCALE: 11�loot W D W Q J O Z Q NO 12134 CA I- IFO N CONSTRUCTION NOTES a QUANTITY ESTIMATE No ITEM QUA N. UNIT -� CONSTRUCT COAIC. CIV43 V GUTTER G" CF l"E/z ,CITY OF FDIYTANA STD. DTL /0L /045. Ll' _ Z COAISTR UCT 4" THK CONCRETE• SIDE WALK WID TR LOCA7I ON PER PLAN. 4535 3 C0A1JT9/JCT 3 A C OVER COMPAC7ED NATIVE SOIL, 19 850 s F 4 CONSTKUCT - WN EEL CHAIR RAMP PEK C17-11 OF FOIA TA NA STD. OTL 104.A. Z FA REFER TO DEFINITIONS AND TERMS IN CITY STANDARD CONSTRUCT CONCRETE CURB If GUTTER C G" CP TRANS/T TO B" CA= PPR CITY OF FONTANA J_ra_,OTL !dl . 03 LF SPECIFICATIONS. ,REMOVE ExIsr. CURB f GUTTEZ f .SIDEWALK. 80 L.F 2. CONSTRUCTION PERMITS SHALL BE OtTAINED FRON FONTANA PUBLIC i WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY \NCH MARK.: ! BASIS OF BEARING CITY OF FONTANA B.M. 477 CIRCUIT THE BEARING OF N 990339'/5"E ALONG N0.1r57_IG _ ELEV. : l/9/. G3 LENTEKLINE - OF RANDALL AVF A.S PK . NAIL IN PF -0564035 H AT N.W. SH0WN ON PAR CFL MAP NO. 0510 COR. RA N DALL I TAMA R/ND _ P. M. 13. 9D /7G N REVS REVISIONS : DESCRIPTION I f I . I GENERAL CONSTRUCTION NOTES: 1 -_1 f___ THECONSTRUCTION - OF ALL PUBLIC IIMPROVEMENTS SHALL bONFORM 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. 2. CONSTRUCTION PERMITS SHALL BE OtTAINED FRON FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS . 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 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 SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN � AFTER COMPLETION OF ROUGH GRADING. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 8:--- EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 9. ALL MANHOLE 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. 10. ALL VALVE CANS 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. 11. REFER TO CITY OF FONTANA, UNDERGROUND UTITILY LOCTION j STANDARD DETAIL 129. 12. THE CONTRACTOR (S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS 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. :48 HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES , NOTIFY: 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ".CITY OF FONTANA. 1'14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH 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. 15. *CONTRACTOR IS INSTRUCTED TO RERER 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. 18. THE WALLS AND FACES OF THE EXCAVTIONS 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 EXAMINATON 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 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD I SPECIFICATIONS FOR PUBLC WORKS CONSTRUCTION SECTION 306-1.1.6. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT .PRIOR APPROVAL OF THE CITY 'S INSPECTOR. i G. j+e OQ�dFa nSIOIYq� de C� cp d 0,_ " No. 13116 `0' Exp! 3-31.89 I i CALIFORNIA CITY OF FONTANA G.V.W. ASSOC�.ATES, INC. � 667 BREA CANYON '. ROAD SUITE 27 WALNUT , CALIF. 91789 PUBLIC WORKS DEPARTMENT (7 14) .594- 0552 Drawn by : L Approved : � , � TITLE SHEET OWN �� / Designed by: TRACT NO. 12134 GARRY VANDER WENDS .�E. 13116 Date Q. P STREET IMPROVEMENT PLANS. 67 Checked by 2 �� fAPP. ECYPApprovedCITY ENGINEER R.C.E. 18932 3 WPVM"7 ..