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HomeMy WebLinkAbout1576-1SCALE: C za 100' 1 7 r) M 25 22 1 STREET IMPROVEMENT PLANS TRACT NO,. 124469-1 CALIFORNIA AYENOE n p AYEN//E r��i'ROdECT S/TE VICINITY MAP NO SCALE /Z"COMP,4C'TED � !' � !�`/�JPRo✓EMENT.� I,,4T/11E Joii I LOCAL & CUL— DE—SAC TYPICAL STREET SECTION— NO SCALE Rlw .?10voLK CONSTRUCTION NOTES AND QUANTITY ESTIMATES N0.1 ITEM QUANTITY UNIT i5 COrY.5T7"R!/Cr 2 "A.C. QVE� 12" COMPACT-eO /YAfilYE 6011- 88, 450 S:F' Q CON.5r�UCr C0NC1eE7-, CUR,0 AND GurT-ele Cirr o� �oNrANA .5rAiYDA1,W I'E7"4/1- /o/,). C0&arXvCr. CONCge 7-E C4/1?,O ,4NC (?urrEie �8 "C F REle C17 -,y OF 1`0IYTA/YA .✓rA//C3.�R,O 0,67411 /O/.) 54 4 . coNs?leelcr coNc2e'7',e cuR,a 411,o oarr6r e 7-iE'ANslrioN ro e "C,,= P,ER CYTYaV=AaNr"X 9Zi9,O.Cr, la 5 CON.�Ti+�uc?- 57A�Y.DA�E',C� C�eos� GUT'?r�ie.giY.!> ,5PAN.oXy ),a�R C/TY Or= F0117 t11A .S?�1Y0AR4,0 ©=`7X-1,4 104, x. 80 CONS r�UC7 �" MICe CONCRE7,6 .614 WA44C yYrorf/ ,4iyo `OC4r�oN �� P.G,41Y. 20672 .,P r ALu57' VAI_ k146 COYEzV,5 To IZEW o eAD5 6 A,Ot/u✓r IWA/1/hV4,65 00Y,6;eS ro 6,eWf P,5e,0167,4/1- /09 9 CON57RvC r RA/ VI 9ffD Cu/F,0 R:67711'N PES O/Ty 0/= FON7A/Y4 b7 4N�OARV AnE7X - 104 A 79 Z. f2 _ Cp/�/V i£�1�C7'' A, C. O Y�/r',CA Y A/Y,C.,� f ATNF f,45 fjf494//%�,f� $' ..__ . _ U .f. is ,6Al�Y, Cud' AND R/QY�' �'X/✓�' T//Y�' l�iP/VEWRYAPP,p©f'� X83 .F. , . Q STORM DRAIN QUANTITY 2 ITEM - O TI-�T �OCAL E ,PO 3 PER A(0 2 PER L DC�. � D D!A/ ?ND. /63 = /6 V--4' QUANTITY UNIT, i5 /iY�'TAL/ �-/ ",� C. P. '(�r.��s �1) lr3sc�r>> .. ��•�' �::G' / (,'OXST,?Wr NeCPf TE C'OL L ,4R Pfif DE'T. e& S11T Z 54 0 0 U /2"lOMPQC7E0 / � � �/atPROY�t'MENTJ .tL/T/v.c JO/t COLLECTOR TYPICAL STREET SECTION Ho SCALL SOUTHWOOD DR IVE R/W $1odw�orx GENERAL CONSTRUCTION NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SMALL 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. 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 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. I 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. 1 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 UTILITY LOCATION STANDARD DETAIL 129. 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED T0, GAS, 1 TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, i 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. I 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 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. 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 (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 6 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. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 01/ AIJ " i ; 9 3 Tz ;fir'. 3/6 3f03 If kh- 01 IV -"-/� Y C,{�. I