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HomeMy WebLinkAbout3158-7n AQGUSTA D S'e& DwG' No. RIVE SCALE IN FEET 80 120 1 UrYT 6 - ' c AVENAL PLACE TOLL FREE `*N�l -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT "�RD DRAWS Mj. f T� cifERRAWINGS HAVE BE. N MP OTHERS. THE ENGINEER Vi" F f FOR ANY ERRORS OR HA' c E NI INCORPORATED INTO THE DOCK LS T o S A A RE LT THEREOF REV. REVISION DESCRIPTION LOCAL DEPRESSION DETAIL SCALE: 1 "=10' CURVE TABLE CONSTRUCTION NOTES CURVE DELTA RADIUS LENGTH TANGENT C1 90'00'00" 30.00 47.12 30.00 C2 90'00'00" 30.00 47.12 30.00 C3 90'00'00" 25.00 39.27 25.00 C4 87'20'57" 25.00 38.11 23.87 C5 43'35'41 " 420.00 319.57 167.97 C6 46' 14'44" 400.00 322.85 170.80 C7 46' 14'44" 380.00 306.71 162.26 C8 87'59'31 " 25.00 38.39 24.14 C9 88-52'12" 25.00 38.78 24.51 AVENAL PLACE TOLL FREE `*N�l -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT "�RD DRAWS Mj. f T� cifERRAWINGS HAVE BE. N MP OTHERS. THE ENGINEER Vi" F f FOR ANY ERRORS OR HA' c E NI INCORPORATED INTO THE DOCK LS T o S A A RE LT THEREOF REV. REVISION DESCRIPTION LOCAL DEPRESSION DETAIL SCALE: 1 "=10' J:\826-1171\streets\stO7.dwg, 07/16/2002 04:14:25 PM, sc BENCH MARK: No. 615 CONSTRUCTION NOTES O CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED OF N89'30'06"E ALONG NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32). O rHEEARING o. LINE OF SEC. 30, T.1N.,R.5W., PER R.S. 58/5, WAS USED 'AS CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANSITION PER AVE., IN POWER POLE NO. 9011 E ON THE EAST SIDE OF CITRUS AVE. CITY STD. PLAN NO. 1003. O CONSTRUCT 6"CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. O CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. ENGR. © CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 . O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 N AS SHOWN, W = 16' UNLESS NOTED ON PLAN. ® CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN 300-2, "W" PER PLAN. O QROFES,S�O"�C �N�s F2 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1. 10 CONSTRUCT PARKWAY DRAIN PER A.P.W.A. STD. PLAN 151-1, "S" PER PLAN. 11 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 130. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 12 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE #7). 13 INSTALL STREET NAME SIGN PER CITY STD. NO. 139 14 INSTALL R1 STOP SIGN W/ LIMIT LINE & "STOP" LEGEND 15 SAW CUT & REMOVE EXISTING P.C.C. CURB & GUTTER. J:\826-1171\streets\stO7.dwg, 07/16/2002 04:14:25 PM, sc BENCH MARK: No. 615 OF BEAF;ErKig -' RAILROAD SPIKE AT INTERSECTION OF N89'30'06"E ALONG OF CITRUS AVE. AND LOS CECROS rHEEARING o. LINE OF SEC. 30, T.1N.,R.5W., PER R.S. 58/5, WAS USED 'AS AVE., IN POWER POLE NO. 9011 E ON THE EAST SIDE OF CITRUS AVE. LAASIS OF BEARINGS FOR THIS SIERRA LAKES SPECIFIC P L /� N PLAN. jl ELF1/AT10Nk 1467.59 �j 11 DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision of CITY OF FONTANA, CALIFORNIA N COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL QROFES,S�O"�C �N�s F2 PREPARED IN THE OFFICE STREET IMPROVEMENT PLANS INC.�`� MADOLE AND ASSOCIATES, IN SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, s � No. 62183 N m X 10601 CHURCH STREET, SM 1107 DRAWN BY: RANCHO PHONE , C1AA 91730 5 �. TRACT NO. 16095 SCALE:AS OwN THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO {r Exp: 9-30-05 * s� �� DESIGNED BY: AVENAL PLACE FROM AUGUSTA DATE: E.R.F. DRIVE TO SEMINOLE WAY JUNE 2002 I BRING THEM INTO CONFORMANCE WITH CONDITIONS AND qT C/V � �� FOFCALW _ �.tiz. �- Date CHECKED BY: A�PPRO Y: DRAWING NO.: -� STANDARDS IN EFFECT. RCE 62183 EXP. 9- , a� ' 3158 q R.�4. C Y ENGINEER R.C.E. 51152 DATE J:\826-1171\streets\stO7.dwg, 07/16/2002 04:14:25 PM, sc