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HomeMy WebLinkAbout2980-3W z a C\2 O s E- Z E� - o U� LO W - - 00 E- M INVERNESS LANE SEE SHT. No; 8 - ----- -- - II ►, . CASCADES PLACE SEE SHT . N o TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � I SCALE IN FEET 0 10 20 30 40 60 80 120 77 SCALE 1 �=40� o� 0 0 '0 0 y�i+ +-- SEE SHT o. FIRESTONE D AV IIhmsm&iim DORAL LANE SEE SHT. No. 8 REV. REVISION DESCRIPTION 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 STANDARDS IN EFFECT. TI ORD D % R' likuyl BENCH MAS: No. 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CECROS AVE., IN POWER POLE NO. 9011 E ON THE EAST SIDE OF CITRUS AVE. ELEVATION: 1467.59 CONSTRUCTION NOTES 1O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) 2O CONSTRUCT 6"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 t�5 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 © ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. PLAN NOS. 109 & 130. O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 W = PER PLAN. ® INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN NO. 1016 (SCE #7) O9 INSTALL STREET NAME SIGN PER CITY STD. PL. NO. 139 ASIS OF BEARINGS -1E BEARING OF N89'30'06"E ALONG -IE No. LINE OF SEC. 30, T.1 N.,R.5W., .B.M. PER R.S. 58/5, WAS USED AS T -IE BASIS OF BEARINGS FOR THIS 1 I AN. Prepared Under The Supervision Of : ERRA LAKE PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET, STE.107 DRAWN BY: RANCHO CUCAMONCA, CA 91730 SCL SS PHONE OW) 948-1311 DESIGNED BY: ,/ SCL � Date CHECKED BY: 4 R.CE.62183 EXP. 9-30-0 SCL IAAW-1173\ctraatc\cht3 renin 09/99/9009 11 •9R•33 AM DELTA/BEARING RADIUS LEN./DIST. TANGENT A 23°54'03" 1371.00' 571.91' 290.18' B 08°09' 17" 1029.00' 146.46' 73.35' C 15°50' 10" 400.00' 110.56' 55.63' D 252'59'30" 38.00' 167.79' E 27°31'37" 57.00' 27.38' 13.96' F 49°39'59" 57.00' 49.41' 26.38' G 05°13'25" 382.00' 34.83' 17.43' H 84° 10' 1 1 " 25.00' 36.73' 22.58' I 87'35'55" 25.00' 38.22' 23.97' J 05'45' 12" 1049.00' 105.34 52.17' K 08°09' 17" 1009.00' 143.61' 71.93' L 87°40'44" 25.00' 38.26' 24.01' M 93'05'55" 25.00' 40.62' 26.39' N 02'28'42" 1391.00' 60.17' 30.09' 0 06°35' 15" 1351.00' 155.33' 77.75' P 88'15'35" 25.00' 38.51' 24.25' Q 06'45'24" 1391.00' 164.03' 82.11' R 91'56'41 " 25.00' 40.12' 25.86' 13°25'26" 1351.00' 316.53' 158.99' T 4US 21 *08'19" 200.81' 74.09' 37.47' 03°35'42" 418.00' 26.23' 13.12' ERRA LAKE PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET, STE.107 DRAWN BY: RANCHO CUCAMONCA, CA 91730 SCL SS PHONE OW) 948-1311 DESIGNED BY: ,/ SCL � Date CHECKED BY: 4 R.CE.62183 EXP. 9-30-0 SCL IAAW-1173\ctraatc\cht3 renin 09/99/9009 11 •9R•33 AM