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HomeMy WebLinkAbout3158-3C) c.� 4z C O f �gg 5 CONSTRUCTION NOTES O CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32). O3 CONSTRUCT 6"CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. © CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 . Oj CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 AS SHOWN, W = 16' UNLESS NOTED ON PLAN. 11 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 130. 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 TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SCALE IN FEET 40 80 1 :RD DRAWS DRAWINGS HAVE BEEN PREP,AFED, Irl, MT. ' :3' T HE BASIS OF INFORMATION COMPILEti AND FSI'_ "`ED By OTHERS. THE ENGINEER WILL N0 '' x'= i -OR ANY ERRORS OR 00SSIM6 � N AV a= If"N0ORPORATED INTO THE DOUG, Ul!E.N P-3, As,111_11)17 THEREOR F { 1 MAGNOLIA WAY SEE SHT. 2 I w 00 f1 I I ( I I z I m I I I I I I � I I I I I 'C ii f -----------------------t �II 56 I I I I I 55 I I I REV. REVISION DESCRIP110N DATE ENGR. CITY DATE 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 C,4'ti- j,.(j,,1 STANDARDS IN EFFECT. 4p' LAKESIDE COURT CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT Cl 25'03'34" 690.00 301.79 153.35 C2 30'59'32" 710.00 384.05 196.85 C3 24'50'36" 730.00 316.53 160.79 C4 101'00'13" 25.00 44.07 30.33 C5 19'54'25" 57.00 19.80 10.00 C6 144' 10'47" 58.00 145.95 179.46 C7 21'29'50" 57.00 21.39 10.82 TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SCALE IN FEET 40 80 1 :RD DRAWS DRAWINGS HAVE BEEN PREP,AFED, Irl, MT. ' :3' T HE BASIS OF INFORMATION COMPILEti AND FSI'_ "`ED By OTHERS. THE ENGINEER WILL N0 '' x'= i -OR ANY ERRORS OR 00SSIM6 � N AV a= If"N0ORPORATED INTO THE DOUG, Ul!E.N P-3, As,111_11)17 THEREOR F { 1 MAGNOLIA WAY SEE SHT. 2 I w 00 f1 I I ( I I z I m I I I I I I � I I I I I 'C ii f -----------------------t �II 56 I I I I I 55 I I I REV. REVISION DESCRIP110N DATE ENGR. CITY DATE 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 C,4'ti- j,.(j,,1 STANDARDS IN EFFECT. 4p' LAKESIDE COURT BENCH MARK No. 615 CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT Cl 89'02'47" 25.00 38.85 24.59 C2 90'57'13" 25.00 39.69 25.42 C3 12' 16'117" 282.00 60.40 30.31 C4 25.09'27" 300.00 131.72 1 66.94 C5 15' 11 '03" 318.00 84.28 42.39 C6 4446'11 " 57.00 44.54 23.48 C7 255'00'43" 38.00 169.13 49.51 C8 I :i-_709'18" 1 57.00 32.98 16.97 BENCH MARK No. 615 OF BEAF&M RAILROAD SPIKE AT INTERSECTION HE BEARING OF N89'30'06"E ALONG OF CITRUS AVE. AND LOS CECROS HE No. LINE OF SEC. 30, T.1 N.,R.5W., S.B.M. PER R.S. 58/5, WAS USED AS AVE., IN POWER POLE NO. 9011E ON THE EAST SIDE OF CITRUS AVE. HE BASIS OF BEARINGS FOR THIS SIERRA LAKES SPECIFIC PLAN ELEVATION: 1467.59 Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA FtOf 3 Fti PREPARED IN THE OFFICEOF MADOLE AND ASSOCIATES, INC. STREET IMPROVEMENT PLANS s ��F� No. 62183 �, W RANC�H �T CA �� DRAWN BY: S.C. TRACT No. V095 SCALE: AS fMAGNOLIA - � PFKM (�, M . WAY FROM t 11EAST OF �y�p I Exp: 9-30-05 DESIGNED BY: AUGUSTA DR. WAY) do DATE: \P E.R. S Iq COURT JUNE 2002 gTFOFCA E ,'yZ•o't� Date : % CHECKED BY: A BY: DRAWING NO.: 3 I RC.E. 6 EXP. >� r Z���' R.A.CITY ENGINEER R.C.E. 51152 DATE 3158 q JA826-1171\streets\st03.dwg, 07/16/2002 04:09:18 PM, sc