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HomeMy WebLinkAbout6.1-1760LIST OF DRA WINGS SHEE T I SHEE TS 2– 4 SHEE T 5 SHEET 6 SHEETS 7-10 SHEET I I SHEE TS 12 — 14 TI TL E SHEET COTTONWOOD ROAD DETAILS MORNING DRIVE DETAILS OLD RIVER ROAD DETAILS COTTONWOOD ROAD PLAN SHEETS MORNING DRIVE PLAN SHEETS OLD RIVER ROAD PLAN SHEETS CITY STANDARDS S-27, S-28, S-29, T-19 STATE STANDARDS A20, A87 CONVENTIONAL SYMBOLS ,7 CITY OO F BA � ERSFIELD SHOULDER WIDENING AT VARIOUS LOCATIONS.. COTTONWOOD ROAD., MORN/NG DR/VE a MaZZ4174 FEDERAL PROJECT No. CML -5709(272) EA SEMEN T — — — — — — — EXIST CURB & CUTTER EARTHWORK (ROA DWA Y EXCA VA TION) RIGHT–OF–WAY --------------- EXIST A. C. FLOWLINE -- — CEN TERL INE EXIST EDGE OF PA VEMEN T FU TURF MONUMEN T RAILROAD TRACKS GA S ME TER GUARD RAIL CHAIN LINK FENCE IMPROVEMENTS X N UTILITY SYMBOLS S TREE T LIGHT W/MAST ARM M.H. • MANHOLE EXIST WA TER LINE s EXIST SEWER LINE w C.O. EXIST GAS LINE SD EXIST STORM DRAIN G W.M. EXIST AERIAL E EXIST UNDERGROUND OH WATER METER LINES POWER LINE EXIST UNDERGROUND T EXIST UNDERGROUND TV TV CABLES PHONE LINE EXIST OIL LINE FO EXIST FIBER OPTIC LINE 0 a MaZZ4174 FEDERAL PROJECT No. CML -5709(272) QUANTITIES W.V. ESTIMA TED UNIT OF QUANTITY MEASURE EARTHWORK (ROA DWA Y EXCA VA TION) EXISTING MONUMEN T N WATER VALVE 58, 380 G.M. FU TURF MONUMEN T ® GA S ME TER S.L. G.V. S TREE T LIGHT N GAS VALVE S TREE T LIGHT W/MAST ARM M.H. • MANHOLE OR/VE C.O. CLEAN OUT -0- P. POWER POLE F.(D., W.M. FIRE HYDRANT ❑ WATER METER a MaZZ4174 FEDERAL PROJECT No. CML -5709(272) LOCATION MAP NO T TO SCALE FINAL PAY QUANTITIES I TEM ESTIMA TED UNIT OF QUANTITY MEASURE EARTHWORK (ROA DWA Y EXCA VA TION) 4 631 _ Cy PALAOINO DRIVE 58, 380 LF Q Q PANORAMA OR/VE lu lu W v � ROSE ALE HIGHWAY lzu Z Z � O W O V � � � O 2 NO AVEN E CASA LO A PRIVIE � � o 0 0 � W � � 2 O WHITE LANE Z O O HARRIS ROAD j PANAMA LANE 14 P OJECT L CA TION TAFT HIGHWAY LOCATION MAP NO T TO SCALE FINAL PAY QUANTITIES I TEM ESTIMA TED UNIT OF QUANTITY MEASURE EARTHWORK (ROA DWA Y EXCA VA TION) 4 631 _ Cy TRAFFIC STRIPE (DETAIL 27B) 58, 380 LF Job No.: T4K210 File Path: G:\GROUPDAT\TRAFFIC\ShoulderWidening_T4K210\Cottonwood\dwg File Name: Cottonwood 6-25.dwg QRpFESS/p�� ID AN C 46803 * Exp. 6-30-15 CIV 1 \, OF CAS \ 0 z Q J O m Y Y m 0 w F_ F_ - O J n 0 Q Q0 0 N Q N a� C 0 0) Ii N I 0 0 3 c 0 0 0 0 3 0 0 U / _o N Y o; c a� aD 0 Cn / v v= Q m / InQ 0 D O ry / -00 66' 33 33 , R/W 1 1 ' RA Z I z EXISTING GROUND i 1 EXISTING I GROUND MA TCH EXIS TING MA TCH EXISTING 0.20' HMA OVER 0.50' NA TI VE MA TERIAL — COMPA C TED TO 95% COTTONWOOD ROAD AROADWAYSECTION 9-1) STA. 26+36 TO STA. 33+00 NOT TO SCALE OVER 0.50' , �A TER/AL , v , , V L_ , COMPA C TED TO 959 COTTONWOOD ROAD B ROADWAYSECTION 7 % STA. 33+00 TO STA. 47+50 NOT TO SCALE 66' Now R1W R1W 1' W ? J v MA TCH 2 EXIS TING EXISTING GROUND O ,I 0 20' HMA OVER 1' z J EXIS TING v ti GROUND 2 � � MA TCH EXIS TING O NA Tl VE MA TERIAL \—O. 20' HMA OVER 0.50' COMPA C TED TO 959 NA Tl VE MA TERIAL COMPA C TED TO 959 COTTONWOOD ROAD C ROADWAYSECTION �2) STA. 47+50 TO STA. 53+33 NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA 30' 30' R1W R/W 1' I 1' W z I MA TCH j EXIS TING EXISTING EXIS TING GROUND 0.20' HMA 0 VER 0.50' 0.20' HMA 0 VER 0.50' NA TI VE MA TERIAL NA TI VE MA TERIAL COMPACTED TO 959 COMPA C TED TO 959 COTTONWOOD ROAD D ROADWAYSECTION z STA. 53+33 TO STA. 68+50 NOT TO SCALE 60' 30' 30' ON R1W 1, Imm—RA MA TCH EXISTING EXIS TING GROUND 0.20' HMA OVER 0.50' NA T1 VE MA TERIAL — COMPACTED TO 959 R/W ( I ? W EXIS TING GROUND I 2 MA TCH I W EXISTING 29' O 0.20' HMA OVER 0.50' NA TI VE MA TERIAL COMPA C TED TO 959 COTTONWOOD ROAD ROADWAYSECTION STA. 68+50 TO STA. 92+39 MA TCH EXIS TING EXIS TING GROUND 43' Now1' W W J Z z I I Cn 2 W I I O 2% I 0.20' HMA 0 VER 0.50' i NA TI VE MA TERIAL COMPA C TED TO 959 COTTONWOOD ROAD ROADWAYSECTION STA. 95+47 TO STA. 100+20 STA. 103+46 TO STA. 105.32 PUBLIC WORKS DEPARTMENT Nome: Cottonwood 6_25 i No.: T4K210 te: Jun. 26, 14 NOT TO SCALE NOT TO SCALE Drown: K BOLAND Engineer: D PAD/LLA Checked By tD? ,) 7' WIDE SHOULDER TYPICAL, GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 95% RELATIVE COMPACTION. OCONTRACTOR SHALL REFRESH/INSTALL EXISTING DETAIL 27B TRAFFIC STRIPE. ,00 ESS/oN DEAN 57- REGIST ED Cl VIL GINEE Q C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE C/V�� BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION 2T 3T 60' 30' 30' RA 1, _1111110. -40_ R1W ' III 0.20' HMA OVER 0.50' 0.20' HMA OVER 0.50' NA TI VE MA TER/AL NA TI VE MA TERIAL COMPA C TED TO 95% COMPA C TED TO 959 COTTONWOOD ROAD G ROADWAY SEC T/ON z STA. 105+97 TO STA. 111+00 NOT TO SCALE so 60' "- -40 30' —'=j-� 30' R1W 1 ' 1 R/ MA TCH W ? EXISTING ' EXIS TING v GROUND 2 0.20' HMA OVER 0.50' NA Tl VE MA TER/AL — COMPA C TED TO 959 Ltj i -41111 33' EXISTING 33'00-1 v 2 R1W EXISTING 1 ' 1 � W R1W CL W I J I W ; W EXIS TING GROUND MA TCH QD I (.D EXISTING v I v 2 MA TCH C 2 I �? EXIS TING f EXISTING O I GROUND 012% 0.20' HMA OVER 0.50' NA TI VE MA TERIAL 0.20' HMA OVER 0.50' COMPACTED TO 959 NA TI VE MA TERIAL COMPA C TED TO 959 COTTONWOOD ROAD B ROADWAYSECTION 7 % STA. 33+00 TO STA. 47+50 NOT TO SCALE 66' Now R1W R1W 1' W ? J v MA TCH 2 EXIS TING EXISTING GROUND O ,I 0 20' HMA OVER 1' z J EXIS TING v ti GROUND 2 � � MA TCH EXIS TING O NA Tl VE MA TERIAL \—O. 20' HMA OVER 0.50' COMPA C TED TO 959 NA Tl VE MA TERIAL COMPA C TED TO 959 COTTONWOOD ROAD C ROADWAYSECTION �2) STA. 47+50 TO STA. 53+33 NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA 30' 30' R1W R/W 1' I 1' W z I MA TCH j EXIS TING EXISTING EXIS TING GROUND 0.20' HMA 0 VER 0.50' 0.20' HMA 0 VER 0.50' NA TI VE MA TERIAL NA TI VE MA TERIAL COMPACTED TO 959 COMPA C TED TO 959 COTTONWOOD ROAD D ROADWAYSECTION z STA. 53+33 TO STA. 68+50 NOT TO SCALE 60' 30' 30' ON R1W 1, Imm—RA MA TCH EXISTING EXIS TING GROUND 0.20' HMA OVER 0.50' NA T1 VE MA TERIAL — COMPACTED TO 959 R/W ( I ? W EXIS TING GROUND I 2 MA TCH I W EXISTING 29' O 0.20' HMA OVER 0.50' NA TI VE MA TERIAL COMPA C TED TO 959 COTTONWOOD ROAD ROADWAYSECTION STA. 68+50 TO STA. 92+39 MA TCH EXIS TING EXIS TING GROUND 43' Now1' W W J Z z I I Cn 2 W I I O 2% I 0.20' HMA 0 VER 0.50' i NA TI VE MA TERIAL COMPA C TED TO 959 COTTONWOOD ROAD ROADWAYSECTION STA. 95+47 TO STA. 100+20 STA. 103+46 TO STA. 105.32 PUBLIC WORKS DEPARTMENT Nome: Cottonwood 6_25 i No.: T4K210 te: Jun. 26, 14 NOT TO SCALE NOT TO SCALE Drown: K BOLAND Engineer: D PAD/LLA Checked By tD? ,) 7' WIDE SHOULDER TYPICAL, GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 95% RELATIVE COMPACTION. OCONTRACTOR SHALL REFRESH/INSTALL EXISTING DETAIL 27B TRAFFIC STRIPE. ,00 ESS/oN DEAN 57- REGIST ED Cl VIL GINEE Q C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE C/V�� BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION 2T 3T 60' 30' 30' RA 1, _1111110. -40_ R1W ' III 0.20' HMA OVER 0.50' 0.20' HMA OVER 0.50' NA TI VE MA TER/AL NA TI VE MA TERIAL COMPA C TED TO 95% COMPA C TED TO 959 COTTONWOOD ROAD G ROADWAY SEC T/ON z STA. 105+97 TO STA. 111+00 NOT TO SCALE so 60' "- -40 30' —'=j-� 30' R1W 1 ' 1 R/ MA TCH W ? EXISTING ' EXIS TING v GROUND 2 0.20' HMA OVER 0.50' NA Tl VE MA TER/AL — COMPA C TED TO 959 Ltj MA TCH EXISTING v 2 EXISTING GROUND � W O 0.20' HMA OVER 0.50' — NA TI VE MA TERIAL COMPA C TED TO 959 COTTONWOOD ROAD H ROADWAY SEC T/ON '\,2j STA. 111+00 TO STA. 115+54 NOT TO SCALE ( 1'7%0 Cl TY RECORD No. COTTONWOOD ROAD SHOULDER WIDENING ' COTTONWOOD ROAD - 1636' NORTH OF PANAMA LANE TO CASA LOMA DRIVE SHEET NO. 2 OF 14 i 2 3 C r) Z Q J O m Y Y m r) W O J n O d - I I Q Qo LO O N C N N C 7 d V) L Ln N co O O 3 c 0 0 U 3 O O c O A, 4- 0 U O N Y �t C N L (D _a O C- U) U Q ry F -- r) -0 n D O ry U N � O 1 2 QR(jFESS/ON pEAN R q� � Q) Q rn REGIS T RED CIVIL NGINEE C 46803 yt Exp.6-30-15 CITY OF BAKERSFIELD �P 1501 TRUX TUN AVENUE qTF CIV l \- BAKERSFIELD, CA 93301 OF CA\_\F 7' WIDE SHOULDER TYPICAL, GRADED AT 2.0% 1 REVISIONS AWAY FROM EDGE OF PAVEMENT AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. No. DATE DESCRIPTION CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 95% RELATIVE COMPACTION. OCONTRACTOR SHALL REFRESH/INSTALL EXISTING 2 DETAIL 27B TRAFFIC STRIPE. 85' 0 55' ►1 30' Q o R1W R/W m 1 1 MA TCH Y CLz j W EX/STING EXISTING L j ; ? W m GROUND ,, EXISTING i GROUND { 60 LLJ MA TCH x Q 2 j -'.II 30' o EX/S TING W 2`, I;; I R1W 1 RAW 2% II �il l l—I I I_I I � �� — I I I� , GROUND � I I II�I_IIIIIIF. � � � � j z � EXISTING 4 .,`°". I I—III=1 I 1 z J J ``' GROUND MA TCH 0.20' HMA OVER 0.50'EX/ST/NG Q 2 I v 2 (n NA TI VE MA TERIAL MA TCH 1.00 HMA OVER 1.50 Q k EXISTING Q COMPA C TED TO 959 NA Tl VE MA TERIAL I 1 2 COMPA C TED TO 959 p �� QD � O I COTTONWOOD ROAD rA ROADWAYSECTION .y e s u^ e 4 STA. 133+ 05 TO STA. 135+ 50 NO T TO SCALE 0 0.20' HMA OVER 0.50' NA T/ VE MA TERIAL z COMPACTED TO 95% 1.00' HMA OVER 1.50' `v NA TI VE MA TERIAL COMPA C TED TO 959 COTTONWOOD ROAD U) _0 r C ROAD WA YSECT/ON 4 STA. 140+00 TO STA. 142+00 NOT TO SCALE Ln N I CD 085 ' 60' c 55' --�--' 30' 30' 30'- 55' o R/W R/W R1W 1 ' R1W 1 I I EXISTING Lu j I I GROUND W I z W EXISTING I ° EXISTING W z ° GROUND J I J �`' z j I �' �" GROUND 3 MA TCH v I o v J z EXIST/NG Q 2 ( v 0 MA TCH W j 2 2 MA TCH j EX/ST/NG W �n 2 o k Q I Q EX/STING Q O IIIA 2% ,.., ° ,ye II—III—Illy:,,,. • ......... ' %�.e' L` ,t 0.20' HMA OVER 0.50' 1.00' HMA OVER 1.50' x�NA TI VE MA TER/AL ° NA TI VE MA TERIAL 0.20' HMA OVER 0.50' COMPACTED TO 959 0.20' HMA OVER 0.50' COMPACTED TO 959' NA TI VE MA TERIAL NA TI VE MA TER/AL COMPA C TED TO 959 COMPA C TED TO 959 cn COTTONWOOD ROAD ® ROADWAY T E COTTONWOOD ROAD SEC /ON ROADWAYSECTION B4 STA. 142+00 TO STA. 159+18 NOT TO SCALE Q 4 STA. 136+78 TO STA. 139+20 NOT TO SCALE 0 0-1 �. , 17 � 0 o I Cl T Y RECORD No. File Nome: Cottonwood 6_25 Drawn: K BOLAND COTTONWOOD ROAD SHOULDER WIDENING SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K210 Engineer: D PADILLA Date: Jun. 26, 14 Checked By: V p COTTONWOOD ROAD - 1636' NORTH OF PANAMA LANE TO CASA LOMA DRIVE 4 OF 14 0 1 2 3 0 z Q J 0 m Y ry Y m 0 Li 0 J m 0 Q 00 Ln 0 �r 0 N N a� c a L C_ f -- c C 0 C C L 0 2t 1-110 N Y C a� 0 V) 0 Q m Q 0 0 m 0 W R/W 2 O7' WIDE SHOULDER TYPICAL, GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 95% RELATIVE COMPACTION. OCONTRACTOR SHALL REFRESH/INSTALL EXISTING DETAIL 27B TRAFFIC STRIPE. 5 l STA. 10+78 TO STA. 14+21 NOT TO SCALE R/W R/W EXIS TING GROUND MA TCH EXIS TIN(§ - 110' 55' 55' ON 1' 1, � z � W W I J ZVi ti C� V) s 2 I 2 Cn k Q =11 O 0. 20' 0.20' HMA OVER 0.50' NA TI VE MA TERIAL — COMPA C TED TO 959 EXIS TING GROUND MA TCH _ EXIS TING 0.20' HMA OVER 0.50' NA TI VE MA TERIAL — COMPACTED TO 959 MORN/NG DR/VE ROADWAYSECTION 4s/ STA. 14+21 TO STA. 15+00 110' 55' 1' z EXISTING GROUND MA TCH f EXISTING 0.20' HMA OVER 0.50' — NA TI VE MA TERIAL COMPA C TED TO 959 NOT TO SCALE 55' 1' n MORN/NG DR/VE C� ROADWAYSECTION 5 / STA. 15+00 TO STA. 19+60 EXISTING 0.20' HMA 0 VER 0.50' — NA TI VE MA TERIAL COMPA C TED TO 959 NOT TO SCALE R/W R/W R/W R/W r— 55' .I EXISTING GROUND 0.20' HMA OVER 0.50' �— NA TI VE MA TERIAL COMPA C TED TO 959 MORNING DRIVE D ROADWAY SECTION STA. 19+60 TO STA. 21+38 NOT TO SCALE R/W V, _sS/ONq pEAN ' L7, REGISTERED, CIVIL f ENGIN ER C 46803 yF Exp.6-30-15 Cl TY OF BAKERSFIELDq C/ V � 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93,301 REVISIONS No. DA TE I DESCRIP TION 1 n 55' 1 ' EXIS TING GROUND 55' 55' W ? MA TCH J EXIS TING Q 1 EXIS TING R/W 2 O7' WIDE SHOULDER TYPICAL, GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 95% RELATIVE COMPACTION. OCONTRACTOR SHALL REFRESH/INSTALL EXISTING DETAIL 27B TRAFFIC STRIPE. 5 l STA. 10+78 TO STA. 14+21 NOT TO SCALE R/W R/W EXIS TING GROUND MA TCH EXIS TIN(§ - 110' 55' 55' ON 1' 1, � z � W W I J ZVi ti C� V) s 2 I 2 Cn k Q =11 O 0. 20' 0.20' HMA OVER 0.50' NA TI VE MA TERIAL — COMPA C TED TO 959 EXIS TING GROUND MA TCH _ EXIS TING 0.20' HMA OVER 0.50' NA TI VE MA TERIAL — COMPACTED TO 959 MORN/NG DR/VE ROADWAYSECTION 4s/ STA. 14+21 TO STA. 15+00 110' 55' 1' z EXISTING GROUND MA TCH f EXISTING 0.20' HMA OVER 0.50' — NA TI VE MA TERIAL COMPA C TED TO 959 NOT TO SCALE 55' 1' n MORN/NG DR/VE C� ROADWAYSECTION 5 / STA. 15+00 TO STA. 19+60 EXISTING 0.20' HMA 0 VER 0.50' — NA TI VE MA TERIAL COMPA C TED TO 959 NOT TO SCALE R/W R/W R/W R/W r— 55' .I EXISTING GROUND 0.20' HMA OVER 0.50' �— NA TI VE MA TERIAL COMPA C TED TO 959 MORNING DRIVE D ROADWAY SECTION STA. 19+60 TO STA. 21+38 NOT TO SCALE R/W V, _sS/ONq pEAN ' L7, REGISTERED, CIVIL f ENGIN ER C 46803 yF Exp.6-30-15 Cl TY OF BAKERSFIELDq C/ V � 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93,301 REVISIONS No. DA TE I DESCRIP TION 1 n 110' 55' wool am 55' 1' W � R/W W ' i 1 co I z Cl J 20 MA TCH ' EXISTING �I ITII�I EXIS TING GROUND III=11 0.20' HMA O VER 0.50' I\: ; ; NA TI VE MA TERIAL F COMPA C TED TO 959 III—I I ::'%�f°� - °' .. < .. .. 0.20' HMA 0 VER 0.50' �e ` °� �; NA Tl V MAT RlA :��a.,ij I r •,,� E E L °' `F°� ``'� MORNING DRIVE COMPACTED TO 959 F ROADWAY SECTION 5 STA. 22+50 TO STA. 43+00 NOT TO SCALE - 0 Cl rY RECORD N0. File Nome: Morning Drawn: K BOLAND SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K210 Engineer: D PADILLA Date: Jun. 26, 14 Checked By.- b� 5 OF 14 0 1 2 3 110' 55' 55' 1' 1 EXIS TING R/W W zQW GROUND J ? W ' I 2 v z ,, MA TCH MA TCH ~ v 2 I co EXIS TING EXISTING W � I EXIS TING GROUND % I I i MORNING DRIVE ROADWAY SECTION 5 STA. 21+38 TO STA. 22+50 NOT TO SCALE 110' 55' wool am 55' 1' W � R/W W ' i 1 co I z Cl J 20 MA TCH ' EXISTING �I ITII�I EXIS TING GROUND III=11 0.20' HMA O VER 0.50' I\: ; ; NA TI VE MA TERIAL F COMPA C TED TO 959 III—I I ::'%�f°� - °' .. < .. .. 0.20' HMA 0 VER 0.50' �e ` °� �; NA Tl V MAT RlA :��a.,ij I r •,,� E E L °' `F°� ``'� MORNING DRIVE COMPACTED TO 959 F ROADWAY SECTION 5 STA. 22+50 TO STA. 43+00 NOT TO SCALE - 0 Cl rY RECORD N0. File Nome: Morning Drawn: K BOLAND SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K210 Engineer: D PADILLA Date: Jun. 26, 14 Checked By.- b� 5 OF 14 0 1 2 3 0 z a O m V Y m 0 w f -- O n 0 d - I I 3 L 0 C_ L Q) ry 0 0) 0 ry 0 i O N Y d' C C 0 L 0 0 C_ U L� a ry a 0 n O ry CD VARIES VARIES 0'-137' VARIES 30'- 6-51 -}- 30'- 721 R/W R/W EXIS TING GROUND C 0.20' HMA 0 VEI NA TI VE MATE COMPA C TED TO 95Z EXIS TING GROUND 0.50' I V/ -I /I VL I ,V,//L/�IAL COMPA C TED TO 95% STA 0+53 TO 4+89 NOT TO SCALE STA 6+59 TO 52+42 STA 71+22 TO 72+49 STA 95+19 TO 104+89 STA 106+61 TO 117+11 F1 K VARIES poo - 30' -6J' R/W 0 EXIS TING GROUND MA TCH EXIS TING 0.20' HMA OVER 0.50' — NA T1 VE MA TERIAL COMPA C TED TO 95% VARIES 30'-80' R/W 1 ' LQ i Lo, -j J I z � I OI MATCH EXISTING W EXISTING GROUND 0.20' HMA OVER 0.50' NA TI VE MA TERIAL — COMPA C TED TO 95Z STA 70+86 TO 71+22 NOT TO SCALE STA 72+49 TO 95+19 STA 104+89 TO 105+11 7' 6' NEW E 1' T EXISTING EP RELOCATE ROADSIDE SIGNS TYPICAL DETAIL NTS 1' . ..... — SA WCU T 7 EXISTING EP D b .77 7TO 15' NEW EP _0111/1— OLD RIVER ROAD ROADWAY SECT/ON POWER POLE LOCATION NOT TO SCALE TYPICAL DETAIL STA 4+89 TO 6+59 NTS STA 52+42 TO 52+58 STA 67+25 TO 68+70 STA 106+27 TO 106+61 STA 117+11 TO 118+80 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT X77 REGI FRED `CIZIL ENGINEEI CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 R()FESS/ OEAN R q� w cl� C 46803 * Exp.6-30-15 kj]x F C I V I OF CA1–� REVISIONS No. DA TE I DESCRIP TION 171 / / 371 / / 471 / / ,j 7' WIDE SHOULDER TYPICAL, GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 95% RELATIVE COMPACTION. 2 CONTRACTOR SHALL REFRESH/INSTALL DETAIL 27B TRAFFIC STRIPE. CITY RECORD No. File Nome: Old River Shoulder Drown: Joe Cotolon SHOULDER WIDENING AT VARIOUS LOCA TIONS Job No.: T4K210 Designer., Joe Cotolon Dote: Jun. 26, 14 Checked By. p OLD RIVER ROAD FROM TAFT HIGHWAY TO 4 75'SOUTH OF METROPOLITAN WAY n 260 SHEE T NO. 6OF14 1 2 1' zLCL J co LU R/W 0 EXIS TING GROUND MA TCH EXIS TING 0.20' HMA OVER 0.50' — NA T1 VE MA TERIAL COMPA C TED TO 95% VARIES 30'-80' R/W 1 ' LQ i Lo, -j J I z � I OI MATCH EXISTING W EXISTING GROUND 0.20' HMA OVER 0.50' NA TI VE MA TERIAL — COMPA C TED TO 95Z STA 70+86 TO 71+22 NOT TO SCALE STA 72+49 TO 95+19 STA 104+89 TO 105+11 7' 6' NEW E 1' T EXISTING EP RELOCATE ROADSIDE SIGNS TYPICAL DETAIL NTS 1' . ..... — SA WCU T 7 EXISTING EP D b .77 7TO 15' NEW EP _0111/1— OLD RIVER ROAD ROADWAY SECT/ON POWER POLE LOCATION NOT TO SCALE TYPICAL DETAIL STA 4+89 TO 6+59 NTS STA 52+42 TO 52+58 STA 67+25 TO 68+70 STA 106+27 TO 106+61 STA 117+11 TO 118+80 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT X77 REGI FRED `CIZIL ENGINEEI CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 R()FESS/ OEAN R q� w cl� C 46803 * Exp.6-30-15 kj]x F C I V I OF CA1–� REVISIONS No. DA TE I DESCRIP TION 171 / / 371 / / 471 / / ,j 7' WIDE SHOULDER TYPICAL, GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 95% RELATIVE COMPACTION. 2 CONTRACTOR SHALL REFRESH/INSTALL DETAIL 27B TRAFFIC STRIPE. CITY RECORD No. File Nome: Old River Shoulder Drown: Joe Cotolon SHOULDER WIDENING AT VARIOUS LOCA TIONS Job No.: T4K210 Designer., Joe Cotolon Dote: Jun. 26, 14 Checked By. p OLD RIVER ROAD FROM TAFT HIGHWAY TO 4 75'SOUTH OF METROPOLITAN WAY n 260 SHEE T NO. 6OF14 1 2 0 z Q O m V V m 0 w O J n 0 I I n rn N N d - O N N N C a U) ori N I Q0 O O C O O U / 0 0 C O O U / O N V d� F- I C C O a� 0 U) / U Q ry Q 0 m D O m c� / z O J U z � U) co Z + O U N Z A Q c3 Lu cn m R/W 33' — — _ ,.. . 27 SAWCUT 28 29 -F- 30 39 32 �-- SA WCU T P.P. P,P. C) � 2 -� R/W t z C070'rONW000 90A0 + U LIRRIGA TION DITCH l 0 \0 N z Q t� I- W U m GENERAL NOTES 1 ALL U TILI TY L OCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESEN T THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD /S PLACED SOLELY ON THE CONTRACTOR. 2 CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS INCLUDING UTILITY FACILITIES DURING CONSTRUCTION. W OW 07- + U) - --- `D rn [..... _ ..... ; ........ .... _... __............. ... ..__ _ G 1 _.-__._-•.•-__. .. .-....-.-..._•___-.....-.-.-,-.-.-...,..,..,..,...-•--.-.-,..wr.-._.-r.--r.-.-i..w-•.zuw.-.+..arwar`rs.-a.�w.r^'w.-R.e^rn�x+swww.v�°^..v„r.r..wv rw»rrvs»r - cn = 37 38 39 Lu 0 SAWCUT W Z>? m _ _ OH OH < W - . __.._ —---------- Lij (n LU oW ..z Q �- Ui = W C� J� W UO zW W TION DI TCH 1' �— SAWCUT /— R/W B� 0 i► 33' SCALE. I "= 40' 21 R/W G— 17— --- - -- -- QR(3FESS/ON p E AN z c,) REGIST 'RED CIVIL G N W Q Eft C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD "z- 1509 TRUXTUN AVENUE 1501 - qTF C1V1�' O�� BAKERSFIELD, CA 93301 Lu SCALE. I "= 40' 21 R/W G— 17— --- - -- -- C W -- W 00 I 46 47 Q ~ - — - --� -- r .......... • <.. .. r .. _. W Z_ J J� P.P. P.P. P.P. 2 O OH OH _ .__-.,- _ ._. m — AFI _ U J CDw W C0-1"7-0NW000-'R0A'0-2 R/W R/W � COTTONWOOO 90A0 30' -30' o C0 +W O W F- - (n W Lli -iZ ..... i...w r. w -��b J > =O QW m 1' 7, �--- SAWCUT 7' 61 EXISTING EPLIMITS OF 0.20' HMA OVER 0.50' LIMITS OF 1.00' HMA OVER 1.50' EXISTING EP NEW EP NATIVE MATERIAL COMPACTED NATIVE MATERIAL COMPACTED P,p. TO 95% SHOULDER WIDENING TO 95% SHOULDER WIDENING 47' TO 15' NEW EP RELOCATE ROADSIDE SIGNS TYPICAL DETAIL POWER POLE LOCATION NTS TYPICAL DETAIL NTS (1+ ICITY RECORD No. File Nome: Cottonwood 6_25 Drawn: K BDLAND COTTONWOOD ROAD SHOULDER WIDENING SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K210 Engineer: D PAD/LLA Date: Jun. 26, 14 Checked By COTTONWOOD ROAD - 1 636' NORTH OF PANAMA LANE TO CASA L OMA DRIVE 7 OF 14 0 1 2 3 QR(3FESS/ON p E AN z c,) REGIST 'RED CIVIL G N W Q Eft C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD "z- 1509 TRUXTUN AVENUE 1501 - qTF C1V1�' O�� BAKERSFIELD, CA 93301 CA��F F-- W REVISIONS o O ++ c=n No. DA TE DESCRIP TION < T- ZJ 2 J3: [-�Q zw wco C W -- W 00 I 46 47 Q ~ - — - --� -- r .......... • <.. .. r .. _. W Z_ J J� P.P. P.P. P.P. 2 O OH OH _ .__-.,- _ ._. m — AFI _ U J CDw W C0-1"7-0NW000-'R0A'0-2 R/W R/W � COTTONWOOO 90A0 30' -30' o C0 +W O W F- - (n W Lli -iZ ..... i...w r. w -��b J > =O QW m 1' 7, �--- SAWCUT 7' 61 EXISTING EPLIMITS OF 0.20' HMA OVER 0.50' LIMITS OF 1.00' HMA OVER 1.50' EXISTING EP NEW EP NATIVE MATERIAL COMPACTED NATIVE MATERIAL COMPACTED P,p. TO 95% SHOULDER WIDENING TO 95% SHOULDER WIDENING 47' TO 15' NEW EP RELOCATE ROADSIDE SIGNS TYPICAL DETAIL POWER POLE LOCATION NTS TYPICAL DETAIL NTS (1+ ICITY RECORD No. File Nome: Cottonwood 6_25 Drawn: K BDLAND COTTONWOOD ROAD SHOULDER WIDENING SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K210 Engineer: D PAD/LLA Date: Jun. 26, 14 Checked By COTTONWOOD ROAD - 1 636' NORTH OF PANAMA LANE TO CASA L OMA DRIVE 7 OF 14 0 1 2 3 0 Z Q O m Y ry Y m 0 w O m 0 I I m N CN O N N N C O V) C- L6 (N 0 0 3 C 0 0 U m 0 0 0 0 0 U O N Y H I C Q) a� 0 un / U L� Q m / F- a 0 m O m / Lft Wry Z� Jo TJ UW �- m QW Eiji V) w Ow oCf) 0 Q fT- cn T W (D I -- Z� J _> UO Q co �W Lu V) SCALE- In = 40' ............ N 30' - MATCH EXISTING R/W —J • m - -m- COTTONWOOO 90A0 WE 30' E R/W 71 68 GENERAL NOTES 1 ALL UTIL I TY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST /NFORMA TION SUPPLIED BY THE VARIOUS UTIL I TY COMPANIES FINAL RESPONSIBILI TY FOR LOCA TING UTILI TIES /N THE FIELD /S PLACED SOLEL Y ON THE CONTRACTOR. 2 CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS INCLUDING UTILITY FA CILI TIES DURING CONS TRUC TION. 30' QRoFESS/ON / k3�F� O OF -AN "? 4� <,\, o6 Q- 2 REGI T RED CIVIL ENGINEE C 46803 i * Exp. 6-30-15 W CITY OF BAKERSFIELD � o= 1501 TRUXTUN AVENUE qF Cl V��' O� o 0 BAKERSFIELD, CA 93301 OF CA��F �co Q REVISIONS C/) No. DA TE DESCRIP TION LLW z IO UJ am �w W m --1 PRO 0H 30' w Ow --- OT c7.J+ cn � �LL W z J J TO _ UJ Qm �w W v - W W N I R/W LU R W 0 T o 3 0 3..w _._ _._...__ _ W4 "' 01 + — — — — 0� — — — — — — — — ——v�:a,� o+ w T Q_•. _ a .... . _ _ ._......_...._ ._ ..... ..... ....... .......... ... ...... ...... .. 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CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K210 Engineer: D PADILLA Dote: Jun. 26, 14 Checked By.- COTTONWOOD ROAD - 1636' NORTH OF PANAMA LANE TO CASA LOMA DRIVE 8 OF 14 0 1 2 3 0 z Q J 0 m Y Y m W I— H 0 J n O II O O d - O N N N C 0 U) L C- U) Ln N QI O 0 3 _o O U / O O 3 0 O U O N Y I C W O C- U) / U Q / Q 0 0 Of CD / A 00-- O Ow.__..� �= I � T 95 W..w,.an,... 1 _ 3:-'. ............ ....................... ___ __ — ___ _........... O T*71 m R/W ICQ 99 oROFESS/ON • ����0 O DEAN ?l <'-, REGISTERED CI V/ L EyGIfVE R C 46803 * Exp.6-30-15 43' FF43 CITY OF BAKERSFIELD ��9T C1V�� ' 1501 TRUXTUN A VENUE F o W BAKERSFIELD, CA 93301 OF CALF OW .v.f RHVISIONS " •: .. .. – - No. DA TE DESCRIPTION ............... _.-. _.___....._'.. " 100 101 102 103 SAWCUT Q �- 1 _ --- ®._.._. _......_....._._.._._. _.... ___.._........... ...... — ._.... — — ,.._. ®— � . � z J Lu U CO [ Q OH ®�OH OH P R ()Hz o — — D �� lu LdPp OH 57 LLI R/W R/W R/W LurCn 3 / / 2 1 2 N C07YONWOOP lZOA0 � 0 4 w � � U � F- LU OW O T + (n O CO — _ Q~ (� _ WO Zry JW UO QQ �W W 0 F— W W + (n t w 0 J W T > U O I ll Lu Lu GENERAL NOTES 1 ALL UTILITY LOCA TIONS SHOWN ARE APPROX/MA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCA TING UTIL/ TIES IN THE FIELD IS PLACED SOLEL Y ON THE CONTRACTOR. 2 CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS INCLUDING UTILITY FA CIL I TIES DURING CONS TRUC TION. RF1 OrA TF ROAnS1nF Q A/ G"UTTUNWUUV 1eOf'►L;;P 3� �C 4 0 Z .r Iz� 4 - 12,31,4 — R/W 124 VIS I IJV..! �I.J F— W OW O U) ,,D0 Q F— F— W WW Z_J J3: TO UW < m Q �W W V) Lu N W 2 1 T BU N i R/W D 55 -- O � +W 00 W N = 126 127 Z� Q F - r7 .C/) LL ...: { .. . .. W .; .. _. z W a = CO g _ _ c .._.._......__._._.._..._.......__.__......_...___._._...._..___._.... _ _ _ _ . _. _.. Q QW Y Lu 1, /ui n /ui 3 L- 1' �— SAWCUT 1 17' mm �— SAWCUT LIMITS OF 0.20' HMA OVER 0.50' LIMITS OF 1.00' HMA OVER 1.50' EX/STING EP NATIVE MATERIAL COMPACTED NATIVE MATERIAL COMPACTED WEXISTING EP NEW EP TO 95% SHOULDER WIDENING TO 95% SHOULDER WIDENING PR 7' TO 15' NEW EP RELOCATE ROADSIDE I I SIGNS TYPICAL DETAIL POWER POLE LOCATION NTS TYPICAL DETAIL 1 NTS rCITY RECORD No. File Nome. • Cottonwood 6_25 Drown: K BOLAND COTTONWOOD ROAD SHOULDER WIDENING SHEET NO. CITY OF BAKERSF/ELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K210 Engineer: D PADILLA Dote: Jun. 26, 14 Checked By. Pr COTTONWOOD ROAD - 1636' NORTH OF PANAMA LANE TO CASA LOMA DRIVE 9 OF 14 0 1 2 3 W N Lu 0 0 2 i .'. % 1)1W -- -- -- RIW 00 Lu STA 128+$ STA 130+26 Q�8 II 129 STA 1,�1 t 49 ................. ..: 130 131 W __.. 2 z� I J. . ........... f 0 _,ti.., , ,.......,...., WM IL10' _ WcoI-----� 0 z 0 Q J O C 0 m Y OT 0 Y O � � m 0 w to F -- O J � WU O W OW II O T + cn 00U) __ Q� �_ a- w� a, z ry N J W N U 0 QQ =W W O C/) N cD N N C V) 0) 3 N �I R/W COTTONWOOD 90A0 W .. ......................... 133 R/W 55' — — SAWCUT 1.345 W eRoFESS /ON q �1pEAN REGIS 'RED Cllll�NGINEER W � � C 46803 -2yt Exp. 6-30-15 W R/W CITY OF BAKERSFIELD J'J9 C 770,))1501 TRUXTUN AVENUE TF /vl 0� — — - BAKERSFIELD, CA 93301 CF CA��F o W + REVISIONS ` (f) No. DA TE DESCRIP TION 00 1 137 SA WCUT W SAWCUT W Lu 2 / / .. ,... . . OH OH OH_ = 0 U J 3 0' — — Q m R W R/W GET BUS R/W 4 3 c C: 0 a� 0 U LL - LL. Q F- a 0 n D O CD i N 17' NEW EF 151 R/W 30' 152 SAWCUT ---/ 153 30 1' /-- SAWCUT i F RELOCATE ROADSIDE SIGNS TYPICAL DETAIL NTS TING EP GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILI TY FOR LOCA TING UTILITIES IN THE FIELD IS PLACED SOLEL Y ON THE CONTRACTOR. 2 CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS INCLUDING UTILITY FA CIL I TIES DURING CONS TRUC TION. HEADWALL -- x I'',P. SAWCUT G COTTONWOOD ROAD CITY OF BA KERSF/EL D, CA L IFORN/A R 2 .._._......._._ ...__..__.v --------------------- om R/W W C:... HEADWALL ' File Nome.* Cottonwood 6-25 PUBLIC WORKS DEPARTMENT Job No.: T4K210 Dote: Jun. 26, 14 Drawn: K BOLAND Engineer: D PAD/LLA Checked By j -)Q COTTONWOOD ROAD 0\ co 0 Q I- V) z O U 0 z SCALE. 1 "= 40' 0 cn W 1, �— SAWCUT T 7 T EXISTING EP 7TO 15' NEW EP POWER POLE LOCATION TYPICAL DETAIL l NTS C/ T Y RECORD No. COTTONWOOD ROAD SHOULDER WIDENING COTTONWOOD ROAD - 1 636' NORTH OF PANAMA LANE TO CASA L OMA DRIVE o I- oW 0T +0 0 0C/) ..z Q� (n lL WW ZJ J� =0 U -J �— W Qm �W W SHEE T NO. 10 OF 14 2 3 0 o C 0 W OW OT 0 O O � � to _ � WU 0 z 0 3 JW C T> 0 UO o QQ j �W W O N Y c C: 0 a� 0 U LL - LL. Q F- a 0 n D O CD i N 17' NEW EF 151 R/W 30' 152 SAWCUT ---/ 153 30 1' /-- SAWCUT i F RELOCATE ROADSIDE SIGNS TYPICAL DETAIL NTS TING EP GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILI TY FOR LOCA TING UTILITIES IN THE FIELD IS PLACED SOLEL Y ON THE CONTRACTOR. 2 CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS INCLUDING UTILITY FA CIL I TIES DURING CONS TRUC TION. HEADWALL -- x I'',P. SAWCUT G COTTONWOOD ROAD CITY OF BA KERSF/EL D, CA L IFORN/A R 2 .._._......._._ ...__..__.v --------------------- om R/W W C:... HEADWALL ' File Nome.* Cottonwood 6-25 PUBLIC WORKS DEPARTMENT Job No.: T4K210 Dote: Jun. 26, 14 Drawn: K BOLAND Engineer: D PAD/LLA Checked By j -)Q COTTONWOOD ROAD 0\ co 0 Q I- V) z O U 0 z SCALE. 1 "= 40' 0 cn W 1, �— SAWCUT T 7 T EXISTING EP 7TO 15' NEW EP POWER POLE LOCATION TYPICAL DETAIL l NTS C/ T Y RECORD No. COTTONWOOD ROAD SHOULDER WIDENING COTTONWOOD ROAD - 1 636' NORTH OF PANAMA LANE TO CASA L OMA DRIVE o I- oW 0T +0 0 0C/) ..z Q� (n lL WW ZJ J� =0 U -J �— W Qm �W W SHEE T NO. 10 OF 14 2 3 Z a J O m V CY V m 0 w F- F- 0 - F - O J 0 I I (Z 0 N N N C a V) C7 C 0 6 i 6 C O i o_ N V d - H 0 C Q) C U a ry a C C C z O _ RELOCATE ROADSIDE SIGN SEE - - TYPICAL DETAIL W We, W. I__ .....- R/W — W N (W� V n0 0z I I tWn V Lu # ,II 1 o w 'i oz ui µ N __ _ �j.......... �� ... .� 21 WO�DE ...................___..._..__...._...............,,.... _ _......... JW I UO a s yf } W ui (n _ ..................... /P ...... ABOVE GROUND R/W --� CONDUITS Rpp 00 _z N Q QRpFESSI F� OF -AN COI:z CD w 0 m REGIS RED Cl VlL NGINEER C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD R/W1501 TRUXTUN A VENUE 9TF OFIVA\—\� 55' — _ — — BAKERSFIELD, CA 93301 m I- REVISIONS w o = No. DA TE DESCRIP TION _. _.W + m ...... W w .�............... _. Z J SA WCU T -i UJ , W _� _o„. G G G 2- W lk o P.P. w 4 Lp� 55' € _ _ _.. _ _. m..... -- tea € . P. 0 V) 0X40KNING 091VE Z O , U Z O W m C` A 1/I/Il IT R/W MORNING DRIVE 55' Imo. , OH 0H F- W o= + (n x� N U) U) Q� a !— W LU LU Z J J3: =0 „ UJ W am �W w � Z J O_ LO U D o R/W+ Z 5 5' U / w — W o � RELOCATE ROADSIDE SIGN co w Cl)_ ...............___,_ _......___.._ _ _ SEE ROADSIDE SIGN N N - Ilk, W TYPICAL DETAIL S� A WCU T „ ............._ .....�. ...��. .. .._ .Ki._ .._ .. .. .... _ .,._ ... ........� ._-________ _..�. __ - ..�... ..... ... . ' -- I 49 42z z cr > AWCUT ... ... S ... _.. ...... _.._ .. ...•. amu. 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Baa �� — �,. ry —o 0 A40KNINO OKIV 0 v)o z U 0 �-- SA WCU T a (n W GENERAL NOTES LIMITS OF 0.20' HMA OVER 0.50' 6' EXISTING EP TO 95% SHOULDERMATERIAL IVECW DENOINGD 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE N NEW EP BEST /NFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL == w=�zl RESPONS/B/LI TY FOR LOCA TING UTILITIES IN THE FIELD IS PLACED SOLELY F ON THE CON TRA C TOR. RELOCATE ROADSIDE 2 CONTRACTOR SHALL PROTECT /N PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK, 51GN5 TYPICAL DETAIL CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS INCLUDING UTILITY 7l 0 NTS FA CIL I TIES DURING CONS TRUC TION. SCALE. 111=40f CITY RECORD No. File Name: Morn in g Drawn: K BOLAND SHOULDER WIDENING SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K210 Engineer: D PADILLA Date: Jun. 26, 14 Checked By .� MORN/NG DRIVE -PANORAMA DRIVE TO PALADINO DRIVE 11 OF 14 0 z Q J O m Y Y m W F- O J a- 0 d - I I Ln M N It O N O N N C a i a� O ry 0 / 0) 3 / a� lY O O_ N Y c C a� O Cn / U L� Q m F - Q 0 m O c� / A W W O = Ln U) - 0\ V) W0 + Z�IJ �11 UO �m QQ - w Lu W OW 0 = + U) N - Q f- _' W U {- =W UO Qm - - - W w 10 E STA 0+53 - 24' LT BEGIN CONSTRUCTION Rp ----I _ _ 30' E - �- 30' 30' R/W OLD KIVEK ROAD B STA 4+89 - II' LT s� R/W law R/W - m = STA 6+59 - 10' LT SCALE: 1 it 40' _ _ 30' — — -- ' 8 9 .0, - - - P.P. P P. .. —f =-7 30' R/W pp 16 17 tf3 m I I /' p QRpFESS/ON DEAN R q� Z REGIS ED Cl VIL E GINE R C 46803 ll' * Exp.6-30-15 N CITY OF BAKERSFIELD s� 1501 TRUXTUN AVENUE 9TF OFp CACV ,L�FCj' BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION 1 / / ~ / / Lu O W - - LO_ + (n �— ww Zw =o UJ fUJ - __ < m Lu W 0 --- P , 20 w ow E0 LC)_ +CO Q� }� 'ALL Iz w J� .. = O IUJ -- Lu LJ �W W U) W O W Ln _ co RR w (D31 3S 36 - 37 38 z —' JW U 01 F.o. W U) R/W 30' s ._ _ ..._ - - - P.P.yx 30' OLE? KIVEK ROAD R/W • �i�i�'i►�'i'�i'!��'i�i'ni'!'ioii�i©iii'"►i�i'�'. =0 Um I- Q Q LLJ �w GENERAL NOTES 1 ALL UTILITY L OCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILI TY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY LIMITS OF 0.20' HMA OVER 0.50' ON THE CONTRACTOR. NATIVE MATERIAL COMPACTED TO 95% SHOULDER WIDENING 2 CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS INCLUDING UTILITY FA CIL I TIES DURING CONS TRUC TION. _ 17�0 [CITY RECORD No. File Nome. -O/d River Shoulder Drawn: Joe Cctolon SHOULDER WIDENING AT VARIOUS LOCATIONS SHEET NO. CITY OF BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K210 Designer.* Joe Coto/on Dote: Jun, 26, 14 Checked By. Vp OLD RIVER ROAD FROM TAFT HIGHWAY TO 475' SOUTH OF METROPOLITAN WAY 12 OF 14 O 1 2 3 R/W f- P.P. - -- 30 W LLJ - _ - — - - _ 26 ' 28 27 29 30 31 32 33 4. __ _ ,.... ._.- _.... _ __ ._...... ..... ...._ ._.. .._ .. __ ..... .... .... _. _ _._. ...... _.. .... ...... .... W LLJ J Fj�: .0, I O 30' -- -- -- -- -- Qm OLP KIVEK KOA0 W W' W O W Ln _ co RR w (D31 3S 36 - 37 38 z —' JW U 01 F.o. W U) R/W 30' s ._ _ ..._ - - - P.P.yx 30' OLE? KIVEK ROAD R/W • �i�i�'i►�'i'�i'!��'i�i'ni'!'ioii�i©iii'"►i�i'�'. =0 Um I- Q Q LLJ �w GENERAL NOTES 1 ALL UTILITY L OCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILI TY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY LIMITS OF 0.20' HMA OVER 0.50' ON THE CONTRACTOR. NATIVE MATERIAL COMPACTED TO 95% SHOULDER WIDENING 2 CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS INCLUDING UTILITY FA CIL I TIES DURING CONS TRUC TION. _ 17�0 [CITY RECORD No. File Nome. -O/d River Shoulder Drawn: Joe Cctolon SHOULDER WIDENING AT VARIOUS LOCATIONS SHEET NO. CITY OF BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K210 Designer.* Joe Coto/on Dote: Jun, 26, 14 Checked By. Vp OLD RIVER ROAD FROM TAFT HIGHWAY TO 475' SOUTH OF METROPOLITAN WAY 12 OF 14 O 1 2 3 OoFESS/pN " DEAN 4 ,co-, -& C 46803 <p.6-30-15 CIVIL OFF C I -- W 0 LU 0 T- + (D LU 41t T-11 - FO FO C) 7 - - ------------ ---- m. 01— . ..... 7-7 .......... U) L0 -- - - -------........ .......... < 10 T 6 LiJ LLI Z LLJT- ....... Of.T- 0 LU z J� . .......... . . . ..... . ...... .-- U LLJ 67 6e 59 -62 T- > jo. ......... . . .. .. ........ < < . . .............. .. . ........ ... . . .... ........... . ...... LLJ LIJ .. .... ............. —11--l' ................. . ..... --- . .............. .......... . . ..... RIW OLP KI VEK KOA0 0) Q) 0 -C U) O CD 0 -E C/) LL- ry a_ :D 0 CD III 0M 0 CO CO r - T < 37' _ ._ ._ _.. _ 69 _ ._ _ 70 LU 0 z LU > RIW C STA 70+86 - II' LT 0 .gym T07 CO STA 67+25 17' RT LLJ STA 68+70 - 17' RT — — — — — — — — — — — — — — — — — — — — — — — RT 2+49 27' RT STA 7 A 72+49 2�- RT 58' STA 71+22 - 26' RT lu OL. d 1�1 V�� �O� dR/W s s N W LU o 0 LU 0 T 30' 74 76 RIW &U 30' 0\ /T/w ' F.0, 30 U) F- I I , I I+W OW LU (3 z - 19 eo 61 62 T- 05 86 87 88 < 0 LU W ------- 89 190 ("0 LL UA k LIJ m LLJ _j Li Li 'J> I-0 U < CO F-- OC .................. .... . . . . . ....... .......... . ............. ........... . ............ .. . ..... < LIJ . ... . . . . ...... ......... . . ......... . . ......... . . ........... LLJ FO FO . ..... . . ...... . . ... . ........... ............ lu . . . . .. ................ . U) lu GENERAL NOTHS: RIW 70' 'LU A L L U TIL I TY LOCA TIONS SHOWN ARE A PPROXIMA TE ONL Y, AND REPRESENT THE OLE? KI VEE KOA L? BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR L OCA TING U TILI TIES IN THE FIELD IS PLACED SOLELY LIMITS OF 0.20' HMA OVER 0.50' ON THE CONTRACTOR NATIVE MATERIAL COMPACTED 2 CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK, TO 95% SHOULDER WIDENING CURBS & CUTTERS, AND ALL STREET IMPROVEMENTS INCLUDING UTILITY FACILITIES DURING CONSTRUCTION. RECORD No. File Name.- Old River Shoulder Drown: Joe Co tolon SHOULDER WIDENING AT VARIOUS LOCATIONS SHEE T NO. CITY OF BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K2 10 Designer: Joe Cotolon OF METROPOLITAN WAY 13 OF I z Dote: Jun. 26, 14 Checked By. pp OLD RIVER ROAD FROM TAFT HIGHWAY TO 475' SOUTH 0 2 3 0 z a O m V OrfV m 0 w O a 0 it n M N 0 N N (D C 0 L N 0 Cn L N 0 / 3 N ry -0 O O N Y 1 c C Q) L Q) 0 co / U L� w a ry / a 0 NO�/ L/ N C +w ow 0\ I_- Q _' 92 J�ILLJ OIUJ Q w__._...._...._..._ LU - Cl) FO —__ ----- FO _____-- R/W ---/ 6 - _ _ __ _ P, - - 30' STA 95+19 - 10' RT OLD KIVEK 90A0 6 w ow o= +� Q� � _ � 777 LU z- J =w U0 O �Q LU Li 0 Rlw--Il OLD KIVEK ROAD C 60' STA 106+61 - 16' LT STA 105+11 - 16' LT P. W RU01, p < .,. RR ®—Taa STA 106+27 17' RT 34- 6 6 B - - P.P. 55' STA 117+II 12' LT 1 1 STA 104+89 - 16' :RT:71' 6 R/W 0 RR R/W ff'f 1f4 f15 116 I OLD KIVEIZ 90AP 58' 6 END CONSTRUCTION J 109 oa 9 0 ESS/ON pEAN REGI S TE WD—�CIVI�L�GINE ry- C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD �P Cl��` 1501 TRUXTUN AVENUE qT BAKERSFIELD, CA 93301 F OF- REVISIONS FREV/S/ONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / 4 / / N ,ALE. • I " = 40' 72' w 0 w = FI: 0 Q� LL LU 111 UJI J�: =O LU UJ Qm �w LU 0 LIMITS OF 0.20' HMA OVER 0.50' NATIVE MATERIAL COMPACTED TO 95% SHOULDER WIDENING GENERAL NOTES 1 ALL U TILI TY L OCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESEN T THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILI TY FOR LOCA TING UTILI TIES IN THE FIELD IS PLACED SOLEL Y ON THE CONTRACTOR. 2 CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS INCLUDING UTILITY FACILITIES DURING CONSTRUCTION. Q I 1 rC/ TTY RECORD No. File Nome: Old River Shoulder Drawn: Joe Catalan SHOULDER WIDENING AT VARIOUS LOCATIONS SHEET NO. CITY OF BA KERSF/EL D CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K210 Designer: Joe Co talars Date: Jun. 26, 14 Checked By.• b i OLD RIVER ROAD FROM TAFT HIGHWAY TO 475' SOUTH OF METROPOLITAN WAY 14 OF 14 O 1 2 3 i ,4 ,1 3 3 ,I l9 Y; .1