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HomeMy WebLinkAbout2855-3a 3 r ' r` 162.., ,, � LY GAB „ , 12+00 RADIUS LEN_/DIST_ TANGENT 17037'38" Q 450.00 1 u� i9 x 1031.00 217.67 IIIb: - � s 102.86 79.06 N 36001'25"E 58.00 53.65 112.75 S9 O s9 21°29'50" a-+ 43.41 29.52 99029'16" Q 25.00 43.41 29.52 r' �A t"� © 1^ 144.60 A - 102.86 F l - 66.67 12005'48" 158.20 1051.00 221.89 111.36 11034'49" 3 r ' r` 162.., ,, � LY GAB „ , 12+00 - 00, . I....... .. LA I E . . ... ..... RADIUS LEN_/DIST_ TANGENT 17037'38" Q 450.00 138.44 u� i9 x 1031.00 - 00, . I....... .. LA I E . . ... ..... RADIUS LEN_/DIST_ TANGENT 17037'38" Q 450.00 138.44 u� i9 _ 1031.00 217.67 IIIb: 113020'02" 74.93 52.00 102.86 79.06 N 36001'25"E 58.00 53.65 112.75 S9 O s9 21°29'50" a-+ 43.41 29.52 99029'16" Q 25.00 43.41 29.52 r' �A t"� © 1^ 144.60 A - 102.86 F l - 66.67 12005'48" 158.20 1051.00 221.89 111.36 11034'49" 57.00 1011.00 204.34 102.52 113020'02" 32.00 63.30 48.65 21°57'39" 57.00 21.85 11.06 21029'50" 57.00 21.39 10.82 156016'32" TR�4GT MAP NO. 16094 58.00 158.20 276.13 RANCHO CUCAMONGA, CA. 91730 PHONE (909) 948-1311 BOLA BATON WAY AND DESIGNED BY: I. .. ....... . C`9 E.R.E./M_G II7, DATE: IIII0 I. ' Date:$2 D ��-V .. ....... ...... .. CHECKED BY APPROVED BY: DRAWING N0. N co y _ 1.8558 _ � _ �r• DELTA/BEARING RADIUS LEN_/DIST_ TANGENT 17037'38" Q 450.00 138.44 u� i9 f 0 O � 1031.00 y _ 1.8558 _ � _ �r• DELTA/BEARING RADIUS LEN_/DIST_ TANGENT 17037'38" Q 450.00 138.44 69.77 12005'48" 28.09 1031.00 217.67 109.24 113020'02" 74.93 52.00 102.86 79.06 N 36001'25"E 58.00 53.65 112.75 99029'15" 21°29'50" 25.00 43.41 29.52 99029'16" Q 25.00 43.41 29.52 17037'38" 48.65 470.00 144.60 72.87 17037'38" 102.86 430.00 132.29 66.67 12005'48" 158.20 1051.00 221.89 111.36 11034'49" 57.00 1011.00 204.34 102.52 113020'02" 32.00 63.30 48.65 21°57'39" 57.00 21.85 11.06 21029'50" 57.00 21.39 10.82 156016'32" TR�4GT MAP NO. 16094 58.00 158.20 276.13 RANCHO CUCAMONGA, CA. 91730 PHONE (909) 948-1311 BOLA BATON WAY AND DESIGNED BY: T-4 BOLA RATON WAY REV. I REVISION DESCRIPTION TOLL FREE 1-800-227-2600 RE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ApOIFY vgj,V `j Z_00A7'/OA/ 1 Y TE5= G. PAVEMENT CMIN.) OVER C5EE GENERAL NOTES 27 .G.C. CURB + GUTTER PER CITY 5TD. DWG. NO. 1003. (=N CONSTRUCT 4' P.G.G. 51DEWALK PER CITY STD. DWG. NO. 1015. 'W' PER PLAN O7 ADJUST MANHOLE FRAME + COVER TO GRADE PER CITY 5TD. DWG. NO. 109 ® ADJUST VALVE BOX AND COVER TO GRADE PER CITY 5TD. DWG. NO. 130 O INSTALL STREET LIGHTS C5CE #7) 5800 LUMEN HPSV. PER CITY 5TD. PLAN NO. 1016 O CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH C W PER PLANS PER CITY 5TD. DWG. NO. 102. 12+00 r 11 RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSION8 WHICH HAVE BEEN INCOiiPORATED KFO THE DOCUL23 TS AS A RESULT THEREOF DATE ENGR. I 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 STANDARDS IN EFFECT. 1 IVVI*-..J L_fAlIL r� I 11•Iff.1 -- REECORD DR 'N THESE RECORD DRkNTINGS HAVE BEEN PREPARED, IN ON "P42 BASIS OF INFORMATION C0MM*ILED AMID FURMSPED BY OTHERS. THE ENGINEER WILL NOT DE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO 1'HE DOCUMENTS A3 A RESULT THEREOF. Q DELTA/BEARING RADIUS LEN _/DIST_ TANGENT Q B2033'43" RAILROAD SPIKE AT INTERSECTION 32.00 46.11 28.09 82033'43" OF CITRUS AVE_ AND LOS GEDROS 52.00 74.93 45.65 Q 125°33'23" AVE.. IN POWER POLE N0. 9011E ON THE EAST SIDf OF CITRUS AVE. 58.00 127.10 112.75 Q 21°29'50" 57.00 21.39 10.82 Q 113°20'02" 32.00 63.30 48.65 Q 113°20'02" 52.00 102.86 79.06 Q 156°16'32" 58.00 158.20 276.13 Q 21057'39" 57.00 21.85 11.06 STREET IMPROVEMENT PLAN OF THE INLAND EMPIRE. DRAWN BY: SCALE: BENCH MARK: # 615 BASIS OF BEARINGS: RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89°30'06'E ALONG OF CITRUS AVE_ AND LOS GEDROS HE THE NO. LINE OF SEG. 30. TAN.. AVE.. IN POWER POLE N0. 9011E ON THE EAST SIDf OF CITRUS AVE. R S.B.M. PER R.S. 58/5. WAS USED AS THE BA515 OF BEARINGS FOR ELEVATION: 1467.59 THIS PLAN. Prepared Under The Supervision Of: CITY OF FONTANA, CALIFORNIA MZ�OF TON "q� Fyb, MADOLERAND ASSOCIATES, OFFICEED IN THE INC. STREET IMPROVEMENT PLAN OF THE INLAND EMPIRE. DRAWN BY: SCALE: No . 14814 10601 CHURCH STREET, STE. 107 E.R.F. TR�4GT MAP NO. 16094 AS SFtOWN � A Exp: 3-31-05 RANCHO CUCAMONGA, CA. 91730 PHONE (909) 948-1311 BOLA BATON WAY AND DESIGNED BY: T-4 E.R.E./M_G MOORS LANE DATE: 0 s T9lF OFI C AL1 oQ��� Date:$2 D CHECKED BY APPROVED BY: DRAWING N0. N co M.L.B./R.G. �-%1� f w`�� DATE: 9 13 - ( 2855 J.W.MADOLE R.C.E.14814 EXP. -3 -OS ;;:tW CITY ENGINEER R.C.E. 51152 EXP. 9-30-01 *P* "F" STREET, SHEET 3 - 11 [0, 231) PF: 16094 603 22 -Aug -01 04: 32 PM / 826-1154-1 DWG. DATE----------- i