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HomeMy WebLinkAbout5035-7ha�b m�L��1���•K, ,l'L13Jl�ll TGT. N0. 3 STA. 50+68.31 m,"014:0-3 k1 o I t o o Lo 0 o p U + ~ + O to N t0 M In µ M t� F- e) F' M N I 60+00 61+00 62+00 63+00 64+00 TGT. NO. 4 STA. 63+89.31 FOOTHILL BLVD. FD. 1" IP ELEV.= 1319.34' SIERRA AVEC 0190-164-30 I 0190-164-31 �3 O I N 0 I' o= rn •-® +TS 00 — Pew — — R W– P� — +0(0 -- V) 2 =— -- 3— Vis) I— Lli Q Ld00 1 1+00 M 62+00 N89'48'54"E 3+00 �- _p - V) v)�, 4 ! .- 3 1 2 2 W Lj — — V) — 1 r—(2"G)— N I cU —( N) Kj 12"W� U— --04- — —(12 M — + Lv O I N a Q M ° o S �U❑ Fa- O co — -- -- R/W — ---N 0 � I 0191-131-41 0191-131-47 I0191 -131-1i I Iry 131 47 I FOOTHILL BOULEVARD CURVE/LINE e MONO■■R• DELTA/BEARING RADIUS LENGTH I 1 4'46'49" ■■■■ 30.40' I momIN N8948'54"E I 262.90' • 3 I I 293.26' FlIMMMEM I 180'00'00" I I I I I I I 1 0 1 1 1 1 1 ■ .HIM ■E■■■ IMIMMINIM ME M. ►1m mnk f�h-mlmmmml TGT. N0. 3 STA. 50+68.31 m,"014:0-3 k1 o I t o o Lo 0 o p U + ~ + O to N t0 M In µ M t� F- e) F' M N I 60+00 61+00 62+00 63+00 64+00 TGT. NO. 4 STA. 63+89.31 FOOTHILL BLVD. FD. 1" IP ELEV.= 1319.34' SIERRA AVEC 0190-164-30 I 0190-164-31 �3 O I N 0 I' o= rn •-® +TS 00 — Pew — — R W– P� — +0(0 -- V) 2 =— -- 3— Vis) I— Lli Q Ld00 1 1+00 M 62+00 N89'48'54"E 3+00 �- _p - V) v)�, 4 ! .- 3 1 2 2 W Lj — — V) — 1 r—(2"G)— N I cU —( N) Kj 12"W� U— --04- — —(12 M — + Lv O I N a Q M ° o S �U❑ Fa- O co — -- -- R/W — ---N 0 � I 0191-131-41 0191-131-47 I0191 -131-1i I Iry 131 47 I FOOTHILL BOULEVARD CURVE/LINE e Q DELTA/BEARING RADIUS LENGTH I 1 4'46'49" 364.38' 30.40' I 2 N8948'54"E I 262.90' -- 3 I I 293.26' I I 180'00'00" I I I I I I I 1 1 1 1 1 1 I O O ow p p 1 I p (n p LL- p(n L- I + M O� — + +p N p •- cp OQ -100 co Q ~ Q F- W I TGT. N0. 3 STA. 50+68.31 m,"014:0-3 k1 o I t o o Lo 0 o p U + ~ + O to N t0 M In µ M t� F- e) F' M N I 60+00 61+00 62+00 63+00 64+00 TGT. NO. 4 STA. 63+89.31 FOOTHILL BLVD. FD. 1" IP ELEV.= 1319.34' SIERRA AVEC 0190-164-30 I 0190-164-31 �3 O I N 0 I' o= rn •-® +TS 00 — Pew — — R W– P� — +0(0 -- V) 2 =— -- 3— Vis) I— Lli Q Ld00 1 1+00 M 62+00 N89'48'54"E 3+00 �- _p - V) v)�, 4 ! .- 3 1 2 2 W Lj — — V) — 1 r—(2"G)— N I cU —( N) Kj 12"W� U— --04- — —(12 M — + Lv O I N a Q M ° o S �U❑ Fa- O co — -- -- R/W — ---N 0 � I 0191-131-41 0191-131-47 I0191 -131-1i I Iry 131 47 I FOOTHILL BOULEVARD U1ViA STREET IMPROVEMENT CONSTRUCTION NOTES: J CONSTRUCT 8" CURB PER CITY OF FONTANA STANDARD PLAN NO. 1000. 2O CONSTRUCT 0.50' OF ASPHALT CONCRETE PAVEMENT OVER 1.0' MINIMUM OF 95% COMPACTED NATIVE SUBGRADE. O3 SAWCUT EXISTING PAVEMENT. DEMOLITION NOTES: 11 REMOVE EXISTING MEDIAN CURB AND HARDSCAPING. <REMOVE ASPHALT CONCRETE PAVEMENT AND UNDERLYING PCC CONCRETE PAVEMENT AS REQUIRED. Underground Service Alert TKE ENGINEERING, INC. SHOULD CONSTRUCTION OF THE SECTION 4216/4217 OF THE GOVERNMENT 4446 CENTRAL AVENUE STREET IMPROVEMENTS REQUIRED IMPROVEMENTS NOT COMMENCE CODE REQUIRES A DIG ALERT IDENTIFICATION WITHIN TWO YEARS OF THE DATE OF C= Y NUMBER BE ISSUED BEFORE A PERMIT TO y ��� ti� RIVERSIDE, CA 92506 FOOTHILL BOULEVARD APPROVAL SHOWN HEREON AND CARRIED DRAWN BY: VAUD a (951) 680-0440 FORTH IN A DILIGENT MANNER, THE CITY �' ,,, FOR YOUR CD GA ALERT I.DTE WILL ENUMBER CALL Exp.96�0 THEERING FAX (951) 680-0490 OLEANDER AVENUE TO SIERRA AVENUE ENGINEER MAY REQUIRE REVISIONS TO DEEM BY: UNDERGROUND SERVICE ALERT '� cI V IV THE PLANS TO BRING THEM INTO TMR TOLL FREE 1-800-227-2600 OF CA% -\F TE RY M. RENNER R.C.E. No. x9984 PHASE II CONFORMANCE WITH CONDITIONS AND CHECKED BY STANDARDS IN EFFECT. kIFNI, CITY Of- FONTANA TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES: 9-30-08 MPT TKE JOB N: 101-16 HORZ: 1" = 40' I VERT- 1" = 4' SURVEY CONTROL TABLE: TGT No. NORTHING EASTING BEARING DISTANCE 3 5155.81 6372.67 N89'48'54"E 1321.00 4 5160.08 7693.65 LEGEND: REMOVE AC PAVEMENT AND RECONSTRUCT 0.50' AC PAVEMENT OVER 1.0' MINIMUM OF 957. COMPACTED NATIVE SUBGRADE. GRAPHIC SCALE 40 0 20 40 80 160 (IN FEET) 1 INCH = 40 FEET CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS` WN PLAN/PROFILE SHEET DAZE 60+00.00 STA. 62+93f MAR. 2007 APPROVED BY:6��� DALE DRAWING NO.: CITY ENGINEER R.C.E. No. 51155035 7 CURVE/LINE TABLE Q DELTA/BEARING RADIUS LENGTH TANGENT 1 4'46'49" 364.38' 30.40' 15.21' 2 N8948'54"E -- 262.90' -- 3 N89'48'54"E -- 293.26' -- 4 180'00'00" 2.00' 6.28' -- U1ViA STREET IMPROVEMENT CONSTRUCTION NOTES: J CONSTRUCT 8" CURB PER CITY OF FONTANA STANDARD PLAN NO. 1000. 2O CONSTRUCT 0.50' OF ASPHALT CONCRETE PAVEMENT OVER 1.0' MINIMUM OF 95% COMPACTED NATIVE SUBGRADE. O3 SAWCUT EXISTING PAVEMENT. DEMOLITION NOTES: 11 REMOVE EXISTING MEDIAN CURB AND HARDSCAPING. <REMOVE ASPHALT CONCRETE PAVEMENT AND UNDERLYING PCC CONCRETE PAVEMENT AS REQUIRED. Underground Service Alert TKE ENGINEERING, INC. SHOULD CONSTRUCTION OF THE SECTION 4216/4217 OF THE GOVERNMENT 4446 CENTRAL AVENUE STREET IMPROVEMENTS REQUIRED IMPROVEMENTS NOT COMMENCE CODE REQUIRES A DIG ALERT IDENTIFICATION WITHIN TWO YEARS OF THE DATE OF C= Y NUMBER BE ISSUED BEFORE A PERMIT TO y ��� ti� RIVERSIDE, CA 92506 FOOTHILL BOULEVARD APPROVAL SHOWN HEREON AND CARRIED DRAWN BY: VAUD a (951) 680-0440 FORTH IN A DILIGENT MANNER, THE CITY �' ,,, FOR YOUR CD GA ALERT I.DTE WILL ENUMBER CALL Exp.96�0 THEERING FAX (951) 680-0490 OLEANDER AVENUE TO SIERRA AVENUE ENGINEER MAY REQUIRE REVISIONS TO DEEM BY: UNDERGROUND SERVICE ALERT '� cI V IV THE PLANS TO BRING THEM INTO TMR TOLL FREE 1-800-227-2600 OF CA% -\F TE RY M. RENNER R.C.E. No. x9984 PHASE II CONFORMANCE WITH CONDITIONS AND CHECKED BY STANDARDS IN EFFECT. kIFNI, CITY Of- FONTANA TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES: 9-30-08 MPT TKE JOB N: 101-16 HORZ: 1" = 40' I VERT- 1" = 4' SURVEY CONTROL TABLE: TGT No. NORTHING EASTING BEARING DISTANCE 3 5155.81 6372.67 N89'48'54"E 1321.00 4 5160.08 7693.65 LEGEND: REMOVE AC PAVEMENT AND RECONSTRUCT 0.50' AC PAVEMENT OVER 1.0' MINIMUM OF 957. COMPACTED NATIVE SUBGRADE. GRAPHIC SCALE 40 0 20 40 80 160 (IN FEET) 1 INCH = 40 FEET CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS` WN PLAN/PROFILE SHEET DAZE 60+00.00 STA. 62+93f MAR. 2007 APPROVED BY:6��� DALE DRAWING NO.: CITY ENGINEER R.C.E. No. 51155035 7