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Home My WebLink About4406-139 U f mm ■■ M■■■■■■■ �� N 0 0 c N N co 00 v N 7 8 U t "" N 7+00 230-071-06 9 TGT. NO. 10 STA. 101 +84.40 G FOOTHILL BLVD. STA. 10+00.00 q REDW00[R_!E_ 10 FOOTHILL BOULEVARD SEE SHEET 7 11 12 i HORZ: 1" = 40' VERT: 1" = 4' am wQ CURVE/LINE TABLE # DELTA/BEARING RADIUS LENGTH TANGENT -- N00022'05"E -- 166.94' -- 2 N0001 5'40"E -- 9.94' -- 3 N00'15'40"E -- 2.00' -- 4 N00'15'40"E -- 111.32' -- 5 N0001 5'40"E O F- MEMEMEM C) N MEMEMMUN ra MMEM 00 e MMMMMMMMMMMMMM N N Fa - MMMMMMMMM .0000 MMMMMM ME 11 MMMMMMMMMMMMM M ffMwMMMMMMMMM MMMMMMMMMMMM r.m. Am rs-r IMMMI MMMlw_ HMMMMMMM an O 1 MMMMMMMMMMMMM N N MMMMMMMM Effim rMMM ME w MMMMMMMMMMMMMM 2 N MMMMMMMMMMMMMMMMMMMMMMM ~ Q N MMMMI MMMMMMMM MMMMMM �"Mm MMMMMMMMEM IMMMMEMEMMMMMMM MMMMMMMM MMMMMMMM MMMMMMM WE aimm OMMMMMMMMMMMMMMMMM 00 MMMMMMMM MMMMMMMM MMMMMMM MMMMMMMMMMMMM EMMMMMMMMM L6 ME a r. MMMMM .0 MMMMMMMM MMMMMMM Ml MMMMMMMM MMMMMMMMMMMM EMMMMMM M Mw F- MMMMMMMM Mll. MMMMMMMM MMMMMM MEN MMMMMMEM MMMMMMMMMMMM 7_7 lw MMMMMM MMMMMMMMM MMMMMMMM MMMMMMMM MMMMM M waffillEMMMMMMM ile MMMMMMMMM ME 'TP-2 i6om IMMMMMMME"MOMMMMMMM MMMMMMMMIMMMMMMMM••t•• 10• t M M MMMMMMM EMMM MMMMMMM IMMMMMMMMMM EMMM MMMMMMMMMMMMMMMMMMuS3Mu9A ommmiummmmmmmmummmmmmmmmmmmmmmmmmmmmmmmmmmm a M MMMMMMMMM MNOMM19=4 4 MMMMMMMMMMMM MMSIM VEME MENEM No MEN RNMEM anum M.N. Ulm ME MENEM REK21 MEMNON 0 OEM &WE - MEMEMMEMMEMEMEME 0 MEMNON 1 0: MEN MEMNON MEN EMEMOMME MENEM ME OEM MEMEME Now MEMEMEME N 7 8 U t "" N 7+00 230-071-06 9 TGT. NO. 10 STA. 101 +84.40 G FOOTHILL BLVD. STA. 10+00.00 q REDW00[R_!E_ 10 FOOTHILL BOULEVARD SEE SHEET 7 11 12 i HORZ: 1" = 40' VERT: 1" = 4' am wQ CURVE/LINE TABLE # DELTA/BEARING RADIUS LENGTH TANGENT -- N00022'05"E -- 166.94' -- 2 N0001 5'40"E -- 9.94' -- 3 N00'15'40"E -- 2.00' -- 4 N00'15'40"E -- 111.32' -- 5 N0001 5'40"E O F- C) 00 N N Fa - Am rs-r O N N 2 CD ~ Q N 00 L6 F- 7_7 N 7 8 U t "" N 7+00 230-071-06 9 TGT. NO. 10 STA. 101 +84.40 G FOOTHILL BLVD. STA. 10+00.00 q REDW00[R_!E_ 10 FOOTHILL BOULEVARD SEE SHEET 7 11 12 i HORZ: 1" = 40' VERT: 1" = 4' am wQ CURVE/LINE TABLE # DELTA/BEARING RADIUS LENGTH TANGENT 1 N00022'05"E -- 166.94' -- 2 N0001 5'40"E -- 9.94' -- 3 N00'15'40"E -- 2.00' -- 4 N00'15'40"E -- 111.32' -- 5 N0001 5'40"E -- 135.53' -- -o STREET IMPROVEMENT CONSTRUCTION NOTES: I-- " . . . . . . . . . . . . . . ......... .. �e --\\�I� �.I��I��IT w%wj%Jii ■■I _% 11:I��S_17.��.� ��w�\ A 1 w ��1-�/-=__Y.ss�� D%juL0cvAL; ■ Lc w LL .. . . . . . . . . . . . . . . . . . . . . . . . . . \\\ . . . . . .• • • ................ 7 . . ..... 0. * * . -.I►T:7 ............ A 7i - w__' z 30 EL=1249.18' FL STA. 9+13.00 EL=1249.61FS STA. 8+63f MA I UM tAI I INN AC PAVEMENT DENSE T f-1 r- r- r-1 O1 CONSTRUCT 8 CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000. O2 CONSTRUCT 7.5' SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006. 4O CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1001. REVISED PER DRIVEWAY DETAIL, SHEET 2, UNLESS NOTED OTHERWISE. O7 CONSTRUCT 6" OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95% COMPACTED NATIVE SOIL. O8 CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 23*). 10 CONSTRUCT CROSS GUTTER/SPANDREL PER CITY OF FONTANA STD. PLAN NO. 403. 13 CONSTRUCT 6' WIDE (2" MIN. THICKNESS) COLD MILL ALONG EXISTING CURB AND GUTTER. 14 CONSTRUCT 10' HEADER CUT (2" MIN. THICKNESS) ALONG EXISTING ASPHALT CONCRETE PAVEMENT JOINTS. O 23 CONSTRUCT 6" PCC PRIVATE DRIVEWAY APPROACH OVER 95% COMPACTED NATIVE. DEMOLITION NOTES: 31 GRIND EXISTING ASPHALT CONCRETE TO VARIABLE DEPTH. GRINDING SHALL BE CONSTRUCTED AT REQUIRED DEPTH TO CONSTRUCT 2 MINIMUM ASPHALT CONCRETE OVERLAY AT CONSTANT SLOPE FROM MEDIAN FLOWLINE TO GUTTERLIP. SEE GRIND DETAIL, HEREON. -30'_1 30'- LIVE 0'UVE OAK AVENUE MEDIAN CURB ,-- EXIST. FS NOTES: 1. CONTRACTOR SHALL GRIND EXISTING PAVEMENT AND CONSTRUCT LEVELING COURSES AS NEEDED TO CONSTRUCT A SMOOTH, CONTINOUSLY SLOPING OVERLAY. 2. FOR GRINDS EXCEEDING 0.25' IN THICKNESS, CONTRACTOR SHALL REMOVE EXISTING PAVEMENT AND SUBGRADE AND RECONSTRUCT. GRIND DETAIL HATCH LEGEND: EL=1249.18' FL MAI%oN CIUJIIIV.7 AC PAVEMENT MA I Url LAI I INL7 AC PAVEMENT PROPOSED CRUSHED AGGREGATE BASE SCALE: 1 "= 20' A.4 ►I AV GRAPHIC SCALE 40 0 20 40 80 160 (IN FEET) 1 INCH = 40 FEET Underground Service Alert TKE ENGINEERING, INC. SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMENT �� 4446 CENTRAL AVENUE REQUIRED IMPROVEMENTS NOT Y CODE REQUIRES A DIG ALERT IDENI1FlCAl10N �Q{ M� RFy �, RIVERSIDE, CA 92506 STREET IMPROVEMENTS COMMENCE WITHIN TWO YEARS OF THE STREET IMPROVEMENT PLANS � ti DATE OF APPROVAL SHOWN HEREON DRAWN BY: FOOTHILL BOULEVARD �' Q_ NUMBER BE ISSUED BEFORE A PERMIT TO W �^ � (951) 680-0440 AND CARRIED FORTH IN A DILIGENT SI►L AS SHOWN �IJC EXCAVATE WILL BE VALID ''a No.89984 FOOTHILL BOULEVARD REDWOOD AVENUE PLAN PROFILE FOR YOUR DIG ALERT I.D. NUMBER CALL �,9_�� ERING FAx (951) 0— 490 MANNER, THE CIN ENGINEER MAY pMpgp BY: UNDERGROUND SERVICE ALERT �9� ��v�� `� 21,��' CHERRY AVENUE TO HEMLOCK AVUNUE REQUIRE REVISIONS TO THE PLANS TO CROSS S E T AVING DETAIL �A�gu. zoos TOLL FREE 1-800-227-2600 °F �A��F TER Y M. ENNER R.C.E. No. 69984 BRING THEM INTO CONFORMANCE WITH CHECKED BY: BY: DATE DRAYANG NO.: 1� TWO WORKING DAYS BEFORE YOU DIG E PIRES:9-30-08 CONDITIONS AND STANDARDS IN EFFECT. �T -!C- REV. REVISION DESCRIPTION DATE ENGR. qTY DATE ENGINEER R.C.E. Na. 511 `��g 1 16 1154mrf w1mra6r:1 PROPOSED ASPHALT CONCRETE PROPOSED ASPHALT CONCRETE OVERLAY PROPOSED VAIRABLE THICKNESS GRIND PROPOSED CRUSHED AGGREGATE BASE SCALE: 1 "= 20' A.4 ►I AV GRAPHIC SCALE 40 0 20 40 80 160 (IN FEET) 1 INCH = 40 FEET Underground Service Alert TKE ENGINEERING, INC. SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMENT �� 4446 CENTRAL AVENUE REQUIRED IMPROVEMENTS NOT Y CODE REQUIRES A DIG ALERT IDENI1FlCAl10N �Q{ M� RFy �, RIVERSIDE, CA 92506 STREET IMPROVEMENTS COMMENCE WITHIN TWO YEARS OF THE STREET IMPROVEMENT PLANS � ti DATE OF APPROVAL SHOWN HEREON DRAWN BY: FOOTHILL BOULEVARD �' Q_ NUMBER BE ISSUED BEFORE A PERMIT TO W �^ � (951) 680-0440 AND CARRIED FORTH IN A DILIGENT SI►L AS SHOWN �IJC EXCAVATE WILL BE VALID ''a No.89984 FOOTHILL BOULEVARD REDWOOD AVENUE PLAN PROFILE FOR YOUR DIG ALERT I.D. NUMBER CALL �,9_�� ERING FAx (951) 0— 490 MANNER, THE CIN ENGINEER MAY pMpgp BY: UNDERGROUND SERVICE ALERT �9� ��v�� `� 21,��' CHERRY AVENUE TO HEMLOCK AVUNUE REQUIRE REVISIONS TO THE PLANS TO CROSS S E T AVING DETAIL �A�gu. zoos TOLL FREE 1-800-227-2600 °F �A��F TER Y M. ENNER R.C.E. No. 69984 BRING THEM INTO CONFORMANCE WITH CHECKED BY: BY: DATE DRAYANG NO.: 1� TWO WORKING DAYS BEFORE YOU DIG E PIRES:9-30-08 CONDITIONS AND STANDARDS IN EFFECT. �T -!C- REV. REVISION DESCRIPTION DATE ENGR. qTY DATE ENGINEER R.C.E. Na. 511 `��g 1 16 1154mrf w1mra6r:1