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HomeMy WebLinkAbout3063-17-------------------- -fit\ `.!� `t Y r GIRT � 1 7-X65.24 CL SIN VENUE= < I -AA 16 4,TOKAY AVENUE ,r (� J ~ R/W �0 l O \� cD oo ` \ W W CM %%% 21 Y Y -f �. W -� -_ W Cn SCA —2 W — 8 Gnummus _00 co LO o 2 5� cD' _ _ " m \I41 , _ �N "EXIST. R/W X , ` �, \�St-I r,i74Z DA DOD RECORD DOCUMENT These Record Documents have been prepared based on information provided by others. The 30 Design Professional has not verified the accuracy and/or completeness -of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result DATE TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT R/W 14+24.88 BEGIN TAPER JOIN EXISTING CITRUS AVENUE 154' 74 1+45.00 � � -I 961 \ \ j. I --/` I i 66 30 9s -_ \ 11+08.04 BCR P, P H . \ e` 139515t; TC I / U L — 184+59.8 CL BASELINE A =LU / " 1, 6 2 �, �� 10+00.00 L ITRUS AVENU �, Do Ui U)1 IGIJ } / ! ,'n 1 ANGLE POIN + N co 1395.19 FS \ \ -1---J EXIST. R W 00LJ 427 W - - 4 \NAGSI / iA '- M , � / • I 1y i �J -E EXIST VW LLn U — _ _ --- - z co 21 )fW Q� 83 — I184 I 1 5 I— E i g• 9'50""E 186 � I W -� C Z CO N89'&0504 \ J W I 17;'VI� a' LO Cly Q 25" W \ m I2 51 co3 _ — E��~� 00 --f I �\ �// YY' ----FX SIGN / ---- 94� 77. /Ld ! l EXIST. R/W m - - - \ I o I C) I ��� + � — \ rT� I z ,� m g ao K, �� +87. ; I ; I N cn rn —f \CD _f 8+87.81 ECR `► \ iIi I ( M rn - - (1392.60 TC) EXIT. R W � I 1 EXIST. R/W 2040, 32F � 11 ' SUS AVENUE L.EGBO 0 INDICATES PROPOSED A.C. PAVEMENT INDICATES REMOVE EXISTING A.C. PAVEMENT GRAPHIC SCALE INDICATES GRIND EXISTING A.C. PAVEMENT o 15 30 so 120 - INDICATES CENTERLINE INDICATES RIGHT—OF—WAY LINE — — — — INDICATES EXISTING IMPROVEMENTS ( IN FEET) -009)— INDICATES EXISTING CONTOUR LINE 1 inch = 30 ft. 0-0 INDICATES STREET LIGHT O -E INDICATES STREET LIGHT ON TRAFFIC SIGNAL INDICATES PVC AFF r.rnr nwr,%, W) tlall C:0NSTFiUCT10N NOTES (D__SAWCUT IXISTING AC PAVEMENT TO CLEAN STRAIGHT LINE 6� GRIND EXISTING AC PAVEMENT (MINIMUM 0.1' THICKNESS) AND FEATHER TO PROVIDE SMOOTH JOINT 36 CONSTRUCT 4.5 AC OVER 12" OF 959 COMPACT NATIVE Q�OF ESS /O� SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT No J. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 36052 m THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO w T77 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND °G Exp.6 30 2004 STANDARDS IN EFFECT. sX C I V i F �F CA1-SFO Prepared By: ALLARD ENGINEERING CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS L.LYu 1auyLLL001LLLy — A.MIU LJLLI YGrlauy — "GULL i ALUL ..LAy 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 REVISION DESCRIPTION INTERSECTION DETAILS (TOKA & CITRUS) sCALE: 1" =30' DESIGNED BY DBW/JF DATE: MARCH, 2003 gia-"44 '99 1.2 Aa J. Allard, A.C.E. 36052 Date (expires 6/30/2004) �-o MEW APP VED BY. ` ,. ' O DRAWING NO.: "'Vile CITY ENGINEER AC.E. 51152 AFF r.rnr nwr,%, W) tlall C:0NSTFiUCT10N NOTES (D__SAWCUT IXISTING AC PAVEMENT TO CLEAN STRAIGHT LINE 6� GRIND EXISTING AC PAVEMENT (MINIMUM 0.1' THICKNESS) AND FEATHER TO PROVIDE SMOOTH JOINT 36 CONSTRUCT 4.5 AC OVER 12" OF 959 COMPACT NATIVE Q�OF ESS /O� SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT No J. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 36052 m THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO w T77 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND °G Exp.6 30 2004 STANDARDS IN EFFECT. sX C I V i F �F CA1-SFO Prepared By: ALLARD ENGINEERING CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS L.LYu 1auyLLL001LLLy — A.MIU LJLLI YGrlauy — "GULL i ALUL ..LAy 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 DRAWN BY: WF/CGR INTERSECTION DETAILS (TOKA & CITRUS) sCALE: 1" =30' DESIGNED BY DBW/JF DATE: MARCH, 2003 gia-"44 '99 1.2 Aa J. Allard, A.C.E. 36052 Date (expires 6/30/2004) CHECKED BY. RJA APP VED BY. ` ,. ' O DRAWING NO.: 21 CITY ENGINEER AC.E. 51152 Filename: M:\DWG\14902\STREETS\EAST\T0 ALMERIA\STAGEI\ST17.DWG