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HomeMy WebLinkAbout3029-51 / SCALE: 1 40N ' � I ---------------------------------------------------------------------------------------- i I 1 1 1 1� 1 1 1 I 1 1 1 1 I 1 1 I 1 1 1 1 �e f CITRUS t AVENUE or + r 41 -H M M 1 PL� I 1 DATA TABLE DATA TABLE DELTA/DEARNO OELTA/BEAFM RADUS LENJDIBT. TAPKEW 1 N 00' 16'58"W of 39 23.00 00' 16'44"W 2 26.71 90'00'00" 35.00 54.98 35.00 3 N 00' 1658"W 89'4316 20.00 .53 4 9700'00" 12.00 18.85 12.00 5 N 89'43'02"E .18 22.63 6 N 89'43'02"E 29.53 15.83 89' 14'1 4W 7 N 00' 16'58"W 14.02 4.00 8 4.07 180'00'00" 3.50 11.00 15.96 9 N 89'43'02"E 7.00 WITHIN TWO YEARS OF THE DATE OF APPROVAL N 00' 17'58"W 31.42 16.00 32'54'45" 30.00 90000'00" 3.00 4.71 3.00 N 89'41'35"E N 20.02 15.50 N 00-17'58-W 00' 16'44"W 15.50 14.00 N 180'00'00" 3.50 11.00 DATE: 1/14 02 N 89'43' 16"E 29'06 13" 30.00 15.24 7.79 75'11'47" 21.00 9018" 20.00 31.58 20.17 5.14 16'58'46" 30.00 8.89 4.48 6.56 3.85 89'43'33" 15.00 23.49 14.93 N 00' 16'44"W 2.00 2.96 2.00 N N .00' 1644"W 2.18 1.05 N 89043'02"E 90'00'00" 3.00 4.71 3.00 JAR26-111 N 89'43' 16"W 16.00 N 89#43'1 6mW 3.97 N 89'43'16"W 15.50 129 N 89'43' 16"W 14.00 N 00' 16'44"W 7.00 DATA TABLE DELTA/DEARNO RADIUS LIBL/DIRT. TANIENT N 00' 16'44"W JAN 14 ZOE 16.25 of 39 N 00' 16'44"W 26.71 90'00'00" 30.00 47.12 30.00 N 89'4316 .53 90'00'00" 5.50 8.64 5.50 N 89'49'09"W E BEARING OF N89'30'06"E ALONG F .., SEC. 30, T.1 N.,R E No. LINE O5W .18 91'02'30" 29.00 46.08 29.53 N 89' 14'1 4W EL.EVATIM 1467.59 .15 91'02'30" 4.00 6.36 4.07 DATA: 03'29'06" 30.00 15.96 8.17 N 001644 4.73 WITHIN TWO YEARS OF THE DATE OF APPROVAL 90'00'00" 20.00 31.42 20.00 32'54'45" 30.00 17.23 8.86 N 00' 16'44"W 16.00 DRAWN BY. M.A. S.C. N 00' 16'44"W 15.50 N 00' 16'44"W 14.00 N 89'43' 16"E DESIGNED BY 7.00 DATE: 1/14 02 N 89'43' 16"E 20.02 s 75'11'47" 21.00 27.56 16.17 N 14'31'29"E 5.14 BRING THEM INTO CONFORMANCE WITH CONDITIONS ANDS 75' 11'47" 5.00 6.56 3.85 N 14'31'29"E 5 1.11 89'59'46" 2.00 3.14 2.00 N 00' 16'44"W 3029 2.18 N 89043'02"E 2.81 N 89'43'02"E JAR26-111 18.98 DMTA/BEAFM RADIUS LCL/DIRT. TANGENT N 89-43'1 6-E 3.95 N 89'43'16"E 16.75 89'2632" 2.00 3.14 2.00 4 O REv. AAAAAAAAAAAAAM DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT N I ZE 0� l SIT IESCAP ES Landscape Architecture and Planning 19762 MacArthur Blvd., Ste. 130 Irvine, CA. 92612 FAcheM PoOmmuw, Uamme CA -#2762 (949) 644-9370 (949) 476-1432 FAX NO. REVISION 0 R.E cros> v,zA mw% Z (D 00 W ;> F- 4.04 O O .'.4 00 O� W �U� A c Z� tin a DWN CHK CB/HD/MM SS/" DATE 1/14/02 roe 01-017 JAN 14 ZOE EMEM 4 of 39 BENCH MAFIG _ _ __No. _ 61.5._ _-. OF BEAF;1NGS RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CECROS E BEARING OF N89'30'06"E ALONG F .., SEC. 30, T.1 N.,R E No. LINE O5W AVE.,IN POWER POLE N0. 901,E AV THE EAST SIDE E CITRUS AVE. S.B.M. PER R.S. 58,5, WAS USEDASE E BASIS OF BEARINGS FOR THIS PLAN. SIERRA LAKES SPECIFIC PLAN EL.EVATIM 1467.59 DATA: ENGR. aTY DATA: SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA WITHIN TWO YEARS OF THE DATE OF APPROVAL s PREPCOMMENCE MADOLERAND ASSOCIATES, IN THE OFFICE NC. PRECISE GRADING PLAN SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � No. 62183 � � �'� '10601 CHURCH SWEET, SM 1d7 RANCFIo 9 DRAWN BY. M.A. S.C. SOCCER PARK SCALE: SSHOWN 1 ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO THE CITY a Exp: 9-30-05 a PIioPE (909 1311 DESIGNED BY RIZONTAL NTROL P DATE: 1/14 02 s S.C.L. E.R.F. BRING THEM INTO CONFORMANCE WITH CONDITIONS ANDS CA1.�F�`� Date : CHECKED BY DRAWING NO.: 5 STANDARDS IN EFFECT. FLCE' EXP. M.L.B. '' 2 /.o Z 3029 39 JAR26-111 SIT IESCAP ES Landscape Architecture and Planning 19762 MacArthur Blvd., Ste. 130 Irvine, CA. 92612 FAcheM PoOmmuw, Uamme CA -#2762 (949) 644-9370 (949) 476-1432 FAX NO. REVISION 0 R.E cros> v,zA mw% Z (D 00 W ;> F- 4.04 O O .'.4 00 O� W �U� A c Z� tin a DWN CHK CB/HD/MM SS/" DATE 1/14/02 roe 01-017 JAN 14 ZOE EMEM 4 of 39 301gradinglhcl.dvrg, 01/14/200212:10:40 PM, of ,, r