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HomeMy WebLinkAbout2772-6. ........ . .. 2 -0- J 7'. au ... ... ....... . . ... - 7: n 10+00 111111110111 .... ...... . . ........ 1'1�4 7- ............ .. . ...... .. .. - .. ..... ...... . CITRUS AVENUE DATA DELTA/BEARING RADIUS LENJDIST. TANGENT 3048'09" 1000.00 66.37 33.20 3048'09" 1004.00 66.63 33.33 3048'09" 996.00 66.0 33.06 3048'09" SEE DWG_ NO. 2807 68.62 34.32 TENT. TR. 32.07 86035'13" 35.00 52.89 32.97 90000,001, 35.00 54.98 35.00 19°03'18" i 75.00 24.94 5HT- 4 OF 10--1 160-56-42" 1 2.00 5.62 11.92 6- IG09G . AUGUSTA 104' 5EE "RIVE co"T. co LL_ LL_ W I 'qO- 3 52' 1 1 52' cc C9 Cie It 12' 40' - I I 40, _11 1� 14 1 n 4- - (o U-) cd to co Lw + C) -4 CO 14 in on 0 LO cor 7' 20 - co 160 Tv Z aLo %n cz 40' 4q 1 1G' Vwo-- (72 'o 52' cy k9 G5' 0 3� 0 0 0 _j 0 P. A. 9 + to 0IiIiIiIlIIiIii n°C N 0 rl� co e) 117' 04 0 , t q 0 -4 H + c� co in + -4 co + 0,-q c6 jq 0 n 0 Go :0 0 + :6 rd e) :0 O MUIRFIELD LANE G RECORD DRAWLN'EN SEN HAVE THESE RECORD DRAWINGS "A P T 0 `OFA0AT*N COMPILED AND PART, ON THE BASIS OF Of M. THE ENOWMA WILL NOT K FURNISHED BY 0TI* WHIOH MR ANY ERRORS OR OL*SBKWS RESPONSIBLE AS HAVE BEEN W400FPORATED INTO THE DOCLUD" J, A RESMT THEREOF REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ALE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL VVw VV_w DIAL 0 WORKING SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THECITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BEFORE DAYS BEFORE U OU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Y TOLL FREE 1 31 STANDARDS IN EFFECT. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT B' THICK INTEGRAL COLORED CONCRETE. COLOR TO BE APPROVED BY PLANNING PRIOR TO INSTALLATION. r_1 � CURB + GUTTER ENHANCED PAVEMENT -DETAIL " w NOT TO 5GALE BENCH MARK: # 615 BASIS OF BEARINGS: RAILROAD SPIKE AT INTERSECTION THE BEARING OF NB9030'06"E ALONG OF CITRUS AVE. AND LOS CEDROS THE NO. LINE OF SEC. 30, T.iN., AVE.. IN POWER POLE NO. 9011E5W., S,B.M. PER R.S, 58/5, WAS ON THE EAST SIDE OF CITRUS AVE. U�6 AS THE BASIS OF BEARINGS FOR ELEVATION: 1467.59 THIS PLAN. Prepared Under The Supervision Of: FESSIn PREPARED IN THE OFFICE OF CITY OF FONTANA, CALIFORNIA ell MADOLE AND ASSOCIATES, INC. STREET IMPROVEMENT PLAN c> OF THE INLAND EMPIRE DRAWN BY:_TRACT MAP NO. 15908 SCALE No. 1 814 10601 CHURCH STREET, STE. 107 Exp: 3-31-05 RANCHO CUCAMONGA, CA. 91730 E.R.F. MUIRFIELD LANE AS SHOWN PHONE (909) 948-1311 DESIGNED BY: DATE: T c1V1\_ E. R. F. FROM STA. 10+0 TA. 31+70.50 (D 04 lF OF cAl. Date: 7 ,&/d ( CHECKED (f F'APPRO 04: DRAWING NO. 6 .M. MADOLE R.C.E.,14814 EXP.3-31-05 M.L.B.IM4DATE: 2772 8 I CITY ENGINEER R.C.E. 51152 EXP. 9-30-01 *P* MUIRFIELF LANE -SHEET 6 - 21[0, 231] PF: 1154 6807 12 -Jul -01 09:19 AM / 826-1154-1 DWG. DATE: DATA DELTA/BEARING RADIUS LENJDIST. TANGENT 3048'09" 1000.00 66.37 33.20 3048'09" 1004.00 66.63 33.33 3048'09" 996.00 66.0 33.06 3048'09" 1034.00 68.62 34.32 3048'09" 966.00 64.11 32.07 86035'13" 35.00 52.89 32.97 90000,001, 35.00 54.98 35.00 19°03'18" i 75.00 24.94 12.59 160-56-42" 1 2.00 5.62 11.92 :0 O MUIRFIELD LANE G RECORD DRAWLN'EN SEN HAVE THESE RECORD DRAWINGS "A P T 0 `OFA0AT*N COMPILED AND PART, ON THE BASIS OF Of M. THE ENOWMA WILL NOT K FURNISHED BY 0TI* WHIOH MR ANY ERRORS OR OL*SBKWS RESPONSIBLE AS HAVE BEEN W400FPORATED INTO THE DOCLUD" J, A RESMT THEREOF REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ALE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL VVw VV_w DIAL 0 WORKING SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THECITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BEFORE DAYS BEFORE U OU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Y TOLL FREE 1 31 STANDARDS IN EFFECT. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT B' THICK INTEGRAL COLORED CONCRETE. COLOR TO BE APPROVED BY PLANNING PRIOR TO INSTALLATION. r_1 � CURB + GUTTER ENHANCED PAVEMENT -DETAIL " w NOT TO 5GALE BENCH MARK: # 615 BASIS OF BEARINGS: RAILROAD SPIKE AT INTERSECTION THE BEARING OF NB9030'06"E ALONG OF CITRUS AVE. AND LOS CEDROS THE NO. LINE OF SEC. 30, T.iN., AVE.. IN POWER POLE NO. 9011E5W., S,B.M. PER R.S, 58/5, WAS ON THE EAST SIDE OF CITRUS AVE. U�6 AS THE BASIS OF BEARINGS FOR ELEVATION: 1467.59 THIS PLAN. Prepared Under The Supervision Of: FESSIn PREPARED IN THE OFFICE OF CITY OF FONTANA, CALIFORNIA ell MADOLE AND ASSOCIATES, INC. STREET IMPROVEMENT PLAN c> OF THE INLAND EMPIRE DRAWN BY:_TRACT MAP NO. 15908 SCALE No. 1 814 10601 CHURCH STREET, STE. 107 Exp: 3-31-05 RANCHO CUCAMONGA, CA. 91730 E.R.F. MUIRFIELD LANE AS SHOWN PHONE (909) 948-1311 DESIGNED BY: DATE: T c1V1\_ E. R. F. FROM STA. 10+0 TA. 31+70.50 (D 04 lF OF cAl. Date: 7 ,&/d ( CHECKED (f F'APPRO 04: DRAWING NO. 6 .M. MADOLE R.C.E.,14814 EXP.3-31-05 M.L.B.IM4DATE: 2772 8 I CITY ENGINEER R.C.E. 51152 EXP. 9-30-01 *P* MUIRFIELF LANE -SHEET 6 - 21[0, 231] PF: 1154 6807 12 -Jul -01 09:19 AM / 826-1154-1 DWG. DATE: