Loading...
HomeMy WebLinkAbout4312-8BLOCKWALL STA 312+52 TO STA 313+46 (SEE SHEET 159-160) 2:1 MAX. SLOPE TO JOIN EXISTING GROUND afI 01 Lai Ni a' I VARIES Qf 110.6' TO 8.5' 0.59 6' VAR SW 4TO' \ i 2 2 I zi Cr NII VARIES 0 I~16.5' TO 12 of Of VAR I 5.5' I TO 2:1 MAX. 0.5' I 6'0. 0 SLOPE TO I SW JOIN EXISTING � GROUND ' TO 75.5' ' TO 63.5' 2% & Var VARIES 48' TO 60' VARIES 36' TO 48' NOTE: NO IMPROVEMENTS ON NORTH SIDE FROM STA 292+40 TO 296+00 VARIES 3' TO 40 i V i VARIES 4' TO 27' i iVARIES i' O' TO 13' 1 1% rMIN. 1% MIN. ' TO 152. JURUPA AVENUE STA. 306+50 TO STA. 315+30 T. I. =10.0 VARIES 12' TO 20' 40 57' VARIES 133' TO 145' I 'ARIES 75.6' TO 85' 1 2% do & Var -13 VARIES 18.6' TO 28' J I I VARIES I SW ------------------- low �I 3 85' I cr_ I X 57 28' J w VARIES i i 4' TO 15' VARIES i 0' TO 15' i i 1% ' MIN MIN 8 STA 285+50 TO 288+80 '2 STA 290+00 TO 302+08 STA 303+14 TO 306+50 2% & Var ! — a —' 2% & Var -------------------- 2? STA 284+30 TO 288+80 22 STA 290+00 TO 302+08 7 STA 303+14 TO 306+50 JURUPA AVENUE STA. 284+30 TO STA. 306+50 T. 1.=10.0 i VARIES 103'!TO 133' 31 �L VARIES 53' TO 83' �i� 50' 13 1 I zl 12' 41' 37' VARIES E –TI 3' TO 32S- xi VARIES 22 42 STA 317+00 ~ IN 1w wj STA 321+46 4' TO 1 6' TO 3 TO STA 321+80 42 MEDiI AN STA 321+80 a VAR I ES VAR 6' 0. 5' 0.5' STA 41+50 30 v) O' TO 17' 0' I 1 I STA 349+00 71 5 I! 0 1 " I 2V & Varr --_--!--_-_ �% & Var w 2% TYP I 11 y----------------------------�l **(�6 * REMOVE AND REPLACE PAVEMENT STA 241+50 TO 249+00 �E * AC OVERLAY FROM STA 323+35 TO 353+50 SIDEWALK STA 341+50 TO 349+45 SOUTH SIDE WIDENING STA 342+30 TO 355+28 -- 2:1 MAX. SLOPE TO JOIN EXISTING GROUND K** STA 321+46 TO STA 321+79 JURUPA AVENUE STA. 315+30 TO STA. 355+28 T. 1.=10.0 i_ 50' VARIES TO 0 L►J U JURUPA AVENUE STA. 349+00 TO STA. 355+28 T. 1.=10.0 STA 141+50 TO 142+31 3 I� IZ I— IN I— Iw 0 I , _SLOP �;,\ 2:1 MAX. vAR�ES f SLOPE TO JOIN EXISTING GROUND REMOVAL NOTES VARIES i 133' – 145' CONSTRUCTION NOTES 40 REMOVE EXISTING PAVEMENT � OI CONSTRUCT 6 %2" AC OVER 4" CMB 41 REMOVE EXISTING SIDEWALK i VARIES 48' — 60' 1 85' I 42 REMOVE EXISTING CURB GRIND EXISTING 2" AC PAVEMENT AND PLACE 2" N! VARIES i i\ OVERLAY 43 REMOVE EXISTING CURB & GUTTER VARIES 36 – 48 57 28 I D- �i 12' TO 14' O7 Ix GRIND EXISTING 2" AC PAVEMENT AND PLACE 2" I o � VARIES VARIES ; OVERLAY o-' a 16' to 30' i 4'TO 15' i T. 0.5' ! 6' i �MEDIAN 8 STA 245+50 TO 250+12 ! � 1� VARIES STA 252+60 TO 253+42 VARIES I 10 CONSTRUCT REINFORCED BLOCK WALL TYPE 3 PER i __�7BLOCKWALL ; _ Of -601 STA 256+23 TO 259+82 SPPWC STD. PLAN 601-1 STA 282+ 80 TO 31 STA 261+22 TO 263+35 I% STA 272+ 62 TO 278+ 51 SW i 12 CONSTRUCT 4" PCC SIDEWALK PER CITY OF STA 284+64 3 ! 1% i FONTANA STD. NO. 1006 (SEE SHEET 2% & Var N ! MINS IN. 2% & Var „ 159-160) _���--- 21 CONSTRUCT 8 CURB &GUTTER PER CITY OF ----- -----T ----------------.--- ------- FONTANA STD. NO. 1000 12 2Z STA 245+ 50 TO 259+ 82 2© CONSTRUCT 8" CURB PER CITY OF FONTANA STD. 21 1 6 STA 261+ 22 TO 284+ 30 7 NO. 1000 SEE PLANS FOR RAISED JURUPA AVENUE ®0 CONSTRUCT 6" TYPE B ASPHALT CONCRETE DIKE PER CALTRANS STD PLAN A87 MEDIAN LIMITS STA. 245+50 TO STA. 284+64 31 CONSTRUCT TYPICAL MEDIAN TREATMENT, SEE T.I.=10.0 LANDSCAPE PLANS D DAIS ma Ow DA -s "roD°"0Uft T'"S"D°rvI CITY OF FONTANA CALIFORNIA !� `�J O A SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ..�,�rA oepOFESS 0,,,4( JURUPA AVENUE STREET IMPROVEMENTS D COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Wei ' T.KN 7i ml;Ffm a SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER. W c 573T4 DRAWN BY:MM NO SCALE HDR ENGINEERING, INC. DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO A DESIGNED BY: TYPICAL SECTIONS - 3 DATE. BEFORE DAYS BEFOREBRING THEM INTO CONFORMANCE WITH CONDITIONS - �� JT 12/5/2007 2880 MARKET STREET, SUITE 100 YOU DIG YOU DIG ;f oPa AND STANDARDS IN EFFECT. T e OF Ewf CHECKED BY; APPRQj¢D BY: DRAB NO.: 1 8 RIVERSIDE, CA 92501 TOLL FREE 1-800-227-26009� LSF Date 12/s/ o7 TK /-.c.(� jLc, �� �'G u� 03/26�0� (951) 320-7300 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY ENGINEER DATE: 43 12 47 \\ora-0srvOl\ustnproj\200093\003\project_drawings\general\200093bO3.dgn 12/4/2007 8:28:47 PM DFLTUSER