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HomeMy WebLinkAbout3084-7_r,) slcop� CONSTRUCTION NOTES O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) O CONSTRUCT 6"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 O CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006 © CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 / (103 FOR MEDINAH ST.), W = 16' UNLESS NOTED ON PLAN. u V SOUTH HILL WAY MEDINAH STREET SCALE IN FEETO INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN 40 80 120 160 NO. 1016 (SCE #7) 1 p INSTALL STREET NAME SIGN PER CITY STD. NO. 139 12 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN 300-2, "W" PER PLAN. DETAIL ON SHEET NO. 10. 16 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 130. 1© CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1. DETAIL ON SHEET NO. 10. 4 t N C �4'"' ^' F� )j3yy 3 � i n RECORD DRAWING. TH2SE RECORD DRAWINCIS HAVE BEEN Pia { !^s PART, ON THE BASIS OF INFt1RMAMN FURNISHED BY OTHERS. THE ENGINE -F A r RESPONSIBLE FOR ANY ERRORS OR Ot,11t . . HAVE BEEN INCORPORATED INTO THE A RESULT THEREOF. ZEc .j• " k,I I< F.1 11 DATE I ENGR. 0r/1 -T aXt CITY I DATE YORBA LINDA LANE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. BENCH 1AARK* No. 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CECROS AVE.. IN POWER POLE NO. 9011 E ON THE EAST SIDE OF CITRUS AVE. CURVE TABLE CURVE DELTA RADIUS ILENGTH LENGTH TANGENT Cl 90'00'00" 30.00 47.12 30.00 C2 92' 13'00" 30.00 48.28 31.18 C3 21'29'50" 57.00 21.39 10.82 C4 104'49'36" 58.00 106.12 75.35 C5 61'49'56" 25.00 26.98 14.97 C6 21'29'50" 57.00 21.39 10.82 CONSTRUCTION NOTES O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) O CONSTRUCT 6"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 O CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006 © CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 / (103 FOR MEDINAH ST.), W = 16' UNLESS NOTED ON PLAN. u V SOUTH HILL WAY MEDINAH STREET SCALE IN FEETO INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN 40 80 120 160 NO. 1016 (SCE #7) 1 p INSTALL STREET NAME SIGN PER CITY STD. NO. 139 12 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN 300-2, "W" PER PLAN. DETAIL ON SHEET NO. 10. 16 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 130. 1© CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1. DETAIL ON SHEET NO. 10. 4 t N C �4'"' ^' F� )j3yy 3 � i n RECORD DRAWING. TH2SE RECORD DRAWINCIS HAVE BEEN Pia { !^s PART, ON THE BASIS OF INFt1RMAMN FURNISHED BY OTHERS. THE ENGINE -F A r RESPONSIBLE FOR ANY ERRORS OR Ot,11t . . HAVE BEEN INCORPORATED INTO THE A RESULT THEREOF. ZEc .j• " k,I I< F.1 11 DATE I ENGR. 0r/1 -T aXt CITY I DATE YORBA LINDA LANE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. BENCH 1AARK* No. 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CECROS AVE.. IN POWER POLE NO. 9011 E ON THE EAST SIDE OF CITRUS AVE. k A� � I 0% B OF BEAF0M BEARING OF N8W30'06"E ALONG No. LINE OF SEC. 30. T.1 N..R.5W.. I. PER R.S. 58/5. WAS USED AS BASIS OF BEARINGS FOR THIS SIERRA LAKES SPECIFIC PLAN Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA MADPREPARED DIN THE ASSOCIATES, INC. STREET IMPROVEMENT PLANAS 91-1010NS .41C �p p�,V= CHIRCH ' 107 °RA M R.�,. TRACT N o . 16175 �PFIOE (90AN ) 9�8-� DESPIED B� SOUTH ILL WAY DATE I Q.R.F. & YORB LINDA WAY APRIL 2002 ate : yLy•o CHECKED B Y DRAIMNG NQ RCE EXP. 9- .R.1=. q ENgNEER R.C.E. 51152 DATE 3084 10 J:\826-1176\Str9et\.st07.dwg, 04/29/2002 03:52:00 PM, of CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT Cl 104'49'36" 58.00 106.12 75.35 C2 21'29'50" 57.00 21.39 10.82 C3 61'49'56" 25.00 26.98 14.97 C4 12'54'30" 300.00 67.59 33.94 C5 19'25'54" 340.00 115.31 58.21 C6 24'54'46" 320.00 139.14 70.69 C7 1 26'01'04" 57.00 25.88 13.17 C8 11532'38" 58.00 116.96 92.00 C9 72'51'07" 25.00 31.79 18.45 C10 18'01'33" 57.00 17.93 9.04 k A� � I 0% B OF BEAF0M BEARING OF N8W30'06"E ALONG No. LINE OF SEC. 30. T.1 N..R.5W.. I. PER R.S. 58/5. WAS USED AS BASIS OF BEARINGS FOR THIS SIERRA LAKES SPECIFIC PLAN Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA MADPREPARED DIN THE ASSOCIATES, INC. STREET IMPROVEMENT PLANAS 91-1010NS .41C �p p�,V= CHIRCH ' 107 °RA M R.�,. TRACT N o . 16175 �PFIOE (90AN ) 9�8-� DESPIED B� SOUTH ILL WAY DATE I Q.R.F. & YORB LINDA WAY APRIL 2002 ate : yLy•o CHECKED B Y DRAIMNG NQ RCE EXP. 9- .R.1=. q ENgNEER R.C.E. 51152 DATE 3084 10 J:\826-1176\Str9et\.st07.dwg, 04/29/2002 03:52:00 PM, of