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HomeMy WebLinkAbout6.1-1745Q z m J m Q m O J Q m LLJ f- 0 J 0 n Q 00 Ln N 0 0 0 0 N 0 C) a 0 a� (7) Lil Q m / U F- m 0 Z LLJ Y 0 z ry LLJ LLJ z 0 z LLJ I 0 0 J / - -- 17 s AMADOR AVENUE o � coo 00 0°00 � I ov o A oW NJ N� N Q z z ~ o � v R=27' A L=42.41' _ DEL TA = 91 55'13" 9..IZX— ... Zo........................> 21 D ■ 17 18 19 20 21 201nI�I�I CONSTRUCTION NOTES: o O CONS TRUC T 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -3. O 2' SA WCU T LINE O I��II 32' DRI VE WA Y PER C. 0. B. S TD. W ST -4. W Z ® CONS TRUC T CURB & GU T TER PER C. 0. B, W S TD. S T-1. o� I W � o�vN Q CONSTRUCT NEW TEMPORARY PA VEMEN T 0.2' Q5 A.C. OVER 6" SCARIFIED NAT GROUND 0 � rn rn rn © CONSTRUCT TYPE "A" HANDICAP RAMP PER ~ I I� 0i Q o R=27' DRAINAGE SWALE L=42.41' I J I I DEL TA II I W 9155'13" 6 6 O Nd - -- 17 s AMADOR AVENUE o � coo 00 0°00 � I ov o A oW NJ N� N Q z z ~ o � v R=27' A L=42.41' _ DEL TA = 91 55'13" 9..IZX— ... Zo........................> 21 D ■ 17 18 19 20 21 201nI�I�I CITY OF BAKERSFIELD, CALIFORNIA GENERAL NO TES: 1. EXISTING ROADWAY SIGNS THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS WILL BE REM 0 VED BY THE CITY'S SIGN SHOP. CONSTRUCTION NOTES: O CONS TRUC T 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -3. O 2' SA WCU T LINE O CONS TRUC T 32' DRI VE WA Y PER C. 0. B. S TD. W ST -4. Z ® CONS TRUC T CURB & GU T TER PER C. 0. B, W S TD. S T-1. Q CONSTRUCT NEW TEMPORARY PA VEMEN T 0.2' Q5 A.C. OVER 6" SCARIFIED NAT GROUND 0 � rn rn rn © CONSTRUCT TYPE "A" HANDICAP RAMP PER ~ C.O.B. STD. ST -10. 0i O7 CONSTRUCT DRAINAGE SWALE I I I II 400 400 _ E ISTIN FL EXl TING GROU D A FL CO 03 + Q0 + C + O O O O 396 0. 3� .24% 396 .18 0.3 1.6 392 392 388 388 W lQd U 384 W� a) O � I Q_ O (a) I Q_� N W JO �� O m �� 0) QN 384 an co I I Ln I o 11 I I I I I I I I N> � > Uj -__-380 �W W n� �W � NW N �� NW 380 ' V NOR O LI E RC?FI E E # CITY OF BAKERSFIELD, CALIFORNIA GENERAL NO TES: 1. EXISTING ROADWAY SIGNS THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS WILL BE REM 0 VED BY THE CITY'S SIGN SHOP. PUBLIC WORKS DEPARTMENT File Name: BASE Job No.: KEN704 Dote: Jon. 19, 10 LEGEND yzz�j NEW PA VEMEN T • ................ SAWCU T LINE NO TE: THIS PA VEMEN T SEC TION IS IN TENDED TO PRO VIDE AN /N TERIM PA VED SURFACE WHILE COUNTY DESIGNS A PROJECT TO ADDRESS PAVEMENT IMPROVEMENTS ON AMADOR AVENUE. R/W VARIES 6'-8' - CL OUN TY Cl TY 30' 30' 18' 22' VARIES 10'-12' EP 2' SA WCU T LINE 2'2' f EX.. rGROUND oe C.D.B. STANDARD S T-1 SEE PA VEMEN T SEC TION FL TYP. CROSS-SECT/ON AMADOR A VENUE Dro wn: TMA Engineer: TMA Checked By: R/W NOT TO SCALE EX. GROUND GROUND QRpFESS/ON F� ID AN ' �r►, U'� opo R��'�' Fc2 / , G�•%l% W REGIS FRED Cl Vl ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD" s�9 O/�'� 1507 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CA�_\F REVISIONS No. DA TE DESCRIP TION SA, 7 271 / / 371 / / 47 / / 0 SCALE HORIZ 1 " = 40' VERT 1 "= 2' CONSTRUCTION NOTES: 1. AC TIE-IN ALIONG THE C&G: A. FROM 20+88+ TO 18+55+ SHOULD BE LEFT 0.10' LOW A T THE C&G LIP. B. FROM 18+55+ TO WEST END AC SHOULD MATCH C&G LIP. 2. AC TIE-IN AROUND CROSS GUTTER: A. SHALL BE 0.30' TO ALLOW FOR 0.2' AFTER GRINDING BY COUNTY. PA VEMEN T SEC TION: 0.2' AC TYPE 'B' OVER NATURAL GROUND SCARIFIED 6" DEEP, RECOMPA C TED TO 95%. STREET IMPROVEMENTS AMADOR AVENUE - DELAWARE STREET TO S. UNION AVENUE SHEET NO. 2 OF 2 0 1 2 3 CONSTRUCTION NOTES: O CONS TRUC T 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -3. O 2' SA WCU T LINE O CONS TRUC T 32' DRI VE WA Y PER C. 0. B. S TD. W ST -4. Z ® CONS TRUC T CURB & GU T TER PER C. 0. B, W S TD. S T-1. Q CONSTRUCT NEW TEMPORARY PA VEMEN T 0.2' Q5 A.C. OVER 6" SCARIFIED NAT GROUND 0 COMPA C TED TO 95% j © CONSTRUCT TYPE "A" HANDICAP RAMP PER C.O.B. STD. ST -10. 0i O7 CONSTRUCT DRAINAGE SWALE PUBLIC WORKS DEPARTMENT File Name: BASE Job No.: KEN704 Dote: Jon. 19, 10 LEGEND yzz�j NEW PA VEMEN T • ................ SAWCU T LINE NO TE: THIS PA VEMEN T SEC TION IS IN TENDED TO PRO VIDE AN /N TERIM PA VED SURFACE WHILE COUNTY DESIGNS A PROJECT TO ADDRESS PAVEMENT IMPROVEMENTS ON AMADOR AVENUE. R/W VARIES 6'-8' - CL OUN TY Cl TY 30' 30' 18' 22' VARIES 10'-12' EP 2' SA WCU T LINE 2'2' f EX.. rGROUND oe C.D.B. STANDARD S T-1 SEE PA VEMEN T SEC TION FL TYP. CROSS-SECT/ON AMADOR A VENUE Dro wn: TMA Engineer: TMA Checked By: R/W NOT TO SCALE EX. GROUND GROUND QRpFESS/ON F� ID AN ' �r►, U'� opo R��'�' Fc2 / , G�•%l% W REGIS FRED Cl Vl ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD" s�9 O/�'� 1507 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CA�_\F REVISIONS No. DA TE DESCRIP TION SA, 7 271 / / 371 / / 47 / / 0 SCALE HORIZ 1 " = 40' VERT 1 "= 2' CONSTRUCTION NOTES: 1. AC TIE-IN ALIONG THE C&G: A. FROM 20+88+ TO 18+55+ SHOULD BE LEFT 0.10' LOW A T THE C&G LIP. B. FROM 18+55+ TO WEST END AC SHOULD MATCH C&G LIP. 2. AC TIE-IN AROUND CROSS GUTTER: A. SHALL BE 0.30' TO ALLOW FOR 0.2' AFTER GRINDING BY COUNTY. PA VEMEN T SEC TION: 0.2' AC TYPE 'B' OVER NATURAL GROUND SCARIFIED 6" DEEP, RECOMPA C TED TO 95%. STREET IMPROVEMENTS AMADOR AVENUE - DELAWARE STREET TO S. UNION AVENUE SHEET NO. 2 OF 2 0 1 2 3