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HomeMy WebLinkAbout1781-5CURVF DATA Q DELTA RADIUS LENGTH l Q 16059'21" 250.00 74.13 37.34 f 1 1 o a �4 i 2(005.00 I 85.(09 STREET IMPROVEMENT PLAN LA SALLE COURT TRACT NUMBER 3135 - 02045'14" 2623.00 126.07 63.05 Q T 268.00 23.38 11.70 Q 31017'26" 62.00 1 17.36 Q 252035'21" 38.00 167.52 51.74 Q 46002'35" 62.00 49.82 26.34 Q 0015'15" 232.00 - 0.51 0 03001'48" 2587.00 136.81 68.42 1f + } CURVF DATA Q DELTA RADIUS LENGTH l Q 16059'21" 250.00 74.13 37.34 WORKS D 1 o a �4 i 2(005.00 I 85.(09 STREET IMPROVEMENT PLAN LA SALLE COURT TRACT NUMBER 3135 - 02045'14" 2623.00 126.07 63.05 Q 04059'55" CURVF DATA Q DELTA RADIUS LENGTH TANGENT Q 16059'21" 250.00 74.13 37.34 WORKS D 1 o �4 2(005.00 / 7/ . 33 85.(09 STREET IMPROVEMENT PLAN LA SALLE COURT TRACT NUMBER 3135 - 02045'14" 2623.00 126.07 63.05 Q 04059'55" 268.00 23.38 11.70 Q 31017'26" 62.00 33.86 17.36 Q 252035'21" 38.00 167.52 51.74 Q 46002'35" 62.00 49.82 26.34 Q 0015'15" 232.00 1.03 0.51 0 03001'48" 2587.00 136.81 68.42 2+00 3+00 4+00 /-e-64 t� 1 REVISIONS No: Desori tion: + DATE CITY APPROVAL DATE } C I TY OF FONTANA CAL I FORN I A t WORKS D 1 Q Q� R o �� �m �? ►� NW 4 V,54.42 2 � ► t- )? L-41-06 L' hb L-59. 00 L-29.32 L'3�' S) Sy Vk K I r � s 4D o N h6 3�3 ss �� A O� 2 � s � IH3��, F ..... . �9 /NTE'RSECT/O/V J' L-53.45 L464.87 Q ' /f 4 SA 00.00 1.LE' LCOURT LL 133 6 1 a 19.34 Q �••,,•; = 0-5-1-7&.97W- LINCOLN LOOF2 ROAD 1 V '� /o ` L-52 .2% j s.,o;:.oto Al /91009' 2 7" W ri?AO.� ���.�� Q ' Q ' o ' O r^ \� 4 � k p L 00 ^W W •' o k" ,� h ••...•• , . o W 10 of co .�...... .• N �� '' '''• \ �� N •'to' LA SALLE COURT, CONSTRUCTION NOTES: (D -CONSTRUCT " A . C . OVER Is A.B. PAVING . CASSUME 4" A.C. OVER NATIVE BASE FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING THICKNESS TO BE DETERMINED PER PAVING NOTE ON SHEET 1.) @-CONSTRUCT 6" CURB & GUTTER PER CITY STD. 101. G) -CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 105A. @-CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 102 CW=16' MAX; X=3'7. EXACT LOCATION TO BE DETERMINED AT TIME OF CONSTRUCTION 9�)-CONSTRUCT SIDEWALK DISCHARGE STRUCTURE PER CITY STD. 124► MODIFIED PER SIDEWALK DRAIN DETAIL ON SHEET NO. 2. DRAIN S 12E PER PLAN. 110 INSTALL SINGLE 5800 H.P.S. STREET LIGHT. i PLANS PREPARED UNDER THE DIRECTION OF: /Y. 7-11-8 REVISIONS No: Desori tion: ENGR)S APPROVAL DATE CITY APPROVAL DATE Adams StreeterPUBLIC CIVIL EINCM Adams * Streeter 1 5 Corporate Park CIVIL ENGINEERS INC. I r v i n e , CA 92714 C71 41 474-2330 I/ N. x8650 C I TY OF FONTANA CAL I FORN I A WORKS D Drawn by : TORK STREET IMPROVEMENT PLAN LA SALLE COURT TRACT NUMBER 3135 - s°° I e = 1 = 40 RANDAL I,STREETER R.C.E25083 DATE MY REGISTRATION EXPIRES 12-3189 Designed by: M E L Date: - Cheoked by:Expovedt SES � ���� � _Z� �i APP INTERIM CITY ENGINEER R.C.E. 95126 DwgNo . I7Q� 5 r l0