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HomeMy WebLinkAbout6.1-1725LIST OF,, DRAWINGS SHEE T 1 TITLE SHEET WATER METER -0- SHEET 2 STREET- PLAN & PROFILE SHEET 3 STREET- PLAN & PROFILE SHEET 4 STREET- PLAN & PROFILE SHEET 5 STREET- PLAN & PROFILE SHEET 6 STRIPING PLAN - BENCHMARK MONUMEN T A T THE CEN TERLINE IN TERSEC TION OF ASHE ROAD AND McCUTCHEN ROAD, AT STA. 20+00. ELEV= 548.41 BASIS OF BEARING THE CENTERLINE OF McCUTCHEN ROAD BETWEEN ASHE ROAD AND MT. RIDGE DRIVE SOUTH 89° 01' 03" EAST WAS USED AS THE BASIS OF BEARING. CITY STANDARDS STATE STANDARDS CONVENTIONAL SYMBOLS CITY Q'Rp 01 S BA : ERSFI LD STREET CONSTRUCT/ON: McCUTCHEN ROAD, ASHE -ROAD TO MOUNTAIN RIDGE DR/VE —EASEMENT — — — — — — — EXIST. CURB & CUTTER RIGHT-OF-WAY --------------- EXIST A. C. FL0WLINE CENTERLINE EXIST. EDGE OF PA VEMENT T RAILROAD TRACKS GUARD RAIL X CHAIN LINK FENCE IMPRO VEMEN TS STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES: CLASS A NO TE: THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. UTILITY SYMBOLS PROJECT LENGTH W EXIST WATER LINE s EXIST SEWER LINE 0.57 MILES G EXIST GAS UNE SD EXIST STORM DRAIN OH EXIST AER/AL E EXIST UNDERGROUND g � O 11 2 LINES POWER LINE "I ry EXIST UNDERGROUND T EXIST UNDERGROUND TV CABLES PHONE LINE o EXIST 0/L LINE FO EXIST FIBER OPTIC LINE LOCATION MAP APPROVED BY. Fo_1 MANHOLE P.P. WATER METER -0- POWER POLE M EXISTING MONUMENT ❑� FU TORE MONUMEN T S.L. GA S ME TER 3 STREET LIGHT Da STREET LIGHT W/MAST ARM c.o. 10 CLEAN OUT © PRE- EMP TION DEVICE ^F.H. �� FIRE H YDRAN T W.M. 0 WATER METER W.V. M WATER VALVE G.M. ® GA S ME TER G.V. Da GAS VAL VE BENCHMARK E- A U TO SCOPE NOT TO SCALE QRpf E SS I pN� 51 NGN C 80507 * Exp. 3-31-17 JjX C1V1\- OF CAL\ NICOLAS FIDLER, R.C.E. 61069, EXPIRES 12-31-16 PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: ASSISTANT PUBLIC WORKS DIRECTOR tL DATE DATE !�Z_Av CIVIL ENGINEER IV — DE GN ENGINEERING DATE CITY RECORD No. TRAFFIC ENGINEERING ' '-`K21' STREET CONSTRUCTION. McCUTCHEN ROAD, Job No.: -Hf- File Path: S:\PROJECTS\2015-2016\T6K217-STREET IMPROVEMENTS-McCUTCHEN-EAST-OF-ASHE ROAD\AutoCAD Drawings\Produc:tion Drawings ASHE ROAD TO MOUNTAIN RIDGE DRIVE File Name: McCutchen Road Street Improvements.dwg DATE NO 1 OF 6 SHEETS O 1 2 3 0 II c- q) E a� O L Q E a� L a O ry a a U U U V) a L 0 a O U 13 0 L a_ V) 0) a L 0 0 Q U O 0 Q 0 Q 0 ry w U7 Q I 0 I H U7 Q W I z w U H U U I V) F_ z w mi W O ry O_ H LLJ W w U7 N Y LLJ 00 N J I w � Z O Q N = / C/) V . U m W -D 0 O Ld ryF__ r� /o �nI I 3 IST . 1 +58 43-4,11.66'R �' BE=ifNo � s M EX S� it5 N RT E GEIOF PA EM NT 1 EN N ORT 0,00% 1.47. 0' L RVQ; G D BEA 2u S 2 20 +5 .41 PA 17. 2' L N W 4 W / ice. '• 5 �`�' € ' -` ' r '�/ v) Cn Z �y W O ° 01 03" E) z F- 0 C� CN + J w 0.090.09%ND 22 25 4 I ' _..._. g.,,.....� i I IN l UR E l I I I E D ELI 8 40 I �" -~ I ,--_. U W Cw-14.037.00' �OH` LT 25 END CURVE EM N BE¢ IN CU VE; C NT RLI E INCE P IN ; E GE F -EN X0 JRV ; R�'E 0.09% _ 0.09% CU VE P. _ LE .3 9.3 _ EXI TIG RO ND iNE TSA B 9+ GI C 77F 'R FIN SH ; )-AL 014 ;�R D RAE LOG , - � E .. , I E. . E EV. 348.86 RA E BtE P. LE 'KE.P. . 34 .2 L= 8.6 co 11-h o6 C.0 Qs U) NORTH E.P. CURVE DATA R= 1, 500 . 00' A= 04056'24" L= 129.33' T= 64.70' NORTH E.P. CURVE DATA R= 30.00' ,L= 77*19'26" L= 40.49' T= 24.00' STA. 18+55.660.00' RT/LT STA. 16+58.4311.66' RT CENTERLINE HINGE POINT; BEGIN NORTH EDGE OF GRADE BREAK PAVEMENT; BEGIN CURVE; MATCH EXISTING 2% TO 4:1 HINGE POINT APPROXIMATE 4:1 GRADING DAYLIGHT — — NEW EDGE OF PAVEMENT +11 5--..96rR-r—" s s END CURVE; GRADE BREAK S 89° 01-15" Ems_ --EXISTING EDGE OF PAVEMENT s a v vt 1% • • t A...vv`m VI / / 1r L.II/L.IV I I I"'%' Vl IL.. EXISTING EDGE OF PAVEMENT STA. 19+68.51-33.38' LT END NORTH EDGE OF PAVEMENT; END CURVE; P•P. MATCH EXISTING STA. 19+41.407.50' LT BEGIN CURVE 1 :;:_ s L 0 �0 9 LINE ASHE I f w � z M 9 13.7' ®0 29.1 --EXIST4G CURB AND GUTTER u, f I&IcCUTCf- EN L-A r ! f Ni 11 NORTH E.P. STA. 20+19,7248.24' LT CURVE DATA BEGIN NORTH EDGE OF R= 30.00: PAVEMENT; BEGIN CURVE; A= 97017 0111 MATCH EXISTING STA. 21+19.6523.10' LT GRADE BREAK STA. 20+52.4117.22' LT END CURVE cl�7 L= 50.94' T= 34.08' 2% TO 4:1 HINGE POINT APPROXIMATE 4:1 GRADING DAYLIGHT STA. 22+80.0737.15' LT / BEGIN CURVE NEW EDGE OF PAVEMENT, 9 �"%g NORTH E.P. CURVE DATA R= 1,536.00' A= 05000'12" L= 134.13' T= 67.11' NEW V -DITCH L7 EXISTING DITCH 2 rB — — END CURVE; END A.C. DIKE CENTERLINE OF CONSTRUCTION \ STA. 20+16.7339.76' RT BEGIN SOUTH EDGE OF PAVEMENT; BEGIN CURVE; I BEGIN A.C. DIKE; I MATCH EXISTING EXISTING EDGE OF PAVEMENT NEW EDGE OF PAVEMENT AND HINGE POINT L* --B SOUTH E.P. CURVE DATA R= 20.00' L= 83014'51" L= 29.06' T= 17.77' 'u"E N ROAD PLAN VIEW KOAO 2% TO 4:1 HINGE POINT APPROXIMATE 4:1 GRADING DAYLIGHT SOUTH E.P. CURVE DATA R= 1,500.00' A= 05000'12" L= 130.99' T= 65.53' STA. 24+14.0343.00' LT END CURVE m SCALE: 1 " = 40' CONSTRUCT/ON NOTES: 1a CONSTRUCT NEW ROADWAY. STRUCTURAL SECTION SHALL BE 1.30' NATIVE GROUND COMPACTED TO 95% RELATIVE COMPACTION, 0.75' OF CLASS II AGGREGATE BASE, AND 0.45' OF TYPE A HOT MIX ASPHALT. 20 EXISTING DITCH ALONG NORTH SIDE OF McCUTCHEN ROAD SHALL BE FILLED IN, AND FILL MATERIAL SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. Q3 EXISTING BERM SHALL BE REMOVED. ® SEE SHEET 7 FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS MODIFICATIONS. F5 TO ACCOMMODATE FUTURE MEDIAN CONSTRUCTION, PAVEMENT CROSS SLOPES HAVE BEEN ADJUSTED. © SHOULDER BACKING SHALL BE GRADED AT 2% AWAY FROM NORTH EDGE OF PAVEMENT A MINIMUM DISTANCE OF 6 FEET TO THE 2% & 4:1 HINGE POINT. TIE-IN TO DAYLIGHT WITH EXISTING GROUND. GRADE NEW DITCH BEGINNING AT THE 2% & 4:1 HINGE POINT. 4:1 CUT SLOPE SHALL NOT EXCEED 18 INCHES IN DEPTH AS MEASURED FROM THE 2%/4:1 HINGE POINT, AND SHALL BE 4 FEET WIDE FROM THE HINGE POINT TO THE TOE OF THE SLOPE. GRADE 4:1 CUT/FILL SLOPE FROM THE TOE OF THE NEW DITCH TO DAYLIGHT WITH EXISTING GROUND. ® SHOULDER BACKING SHALL BE GRADED AT 2% AWAY FROM SOUTH EDGE OF PAVEMENT A MINIMUM DISTANCE OF 20 FEET, AND THEN GRADE A 4:1 TIE-IN TO DAYLIGHT WITH EXISTING GROUND. SAWCUT LINE NEW F.G. NEW E.P. & HINGE POINT HINGE POINT EXISTING 0.45' TYPE "A" HOT MIX ASPHALT OVERE'G 2°�0 2� PAVEMENT 0.75' CLASS II AGGREGATE BASE OVER�� 1.30' ORIGINAL GROUND COMPACTED TO 95% RELATIVE COMPACTION' = € GRADING DAYLIGHT - =-;= Ww;"• €_: - McCUTCHEN ROAD A ROADWAYSECTION STA. 16+58.43 TO STA. 19+64.51 NOT TO SCALE NEW E.P. HINGE POINT NEW E.P. & HINGE POINT GRADING DAYLIGHT EG. NEW F.G. GRADING DAYLIGHT E.G. IR . / 0.45' TYPE "A" HOT MIX ASPHALT OVER 0.75' CLASS II AGGREGATE BASE OVER 1.30' ORIGINAL GROUND COMPACTED MCCUTCHEN ROAD TO 95% RELATIVE COMPACTION ROADWAY SECT/ON STA. 20+16.73 TO STA. 32+77.24 NOT TO SCALE STREET CONSTRUCTION: MCCUTCHEN ROAD ASHE ROAD TO MOUNTAIN RIDGE DRIVE L) 1 2 3 O !� - M �—" + F- N W 4 W / ice. '• 5 �`�' € ' -` ' r '�/ v) Cn Z �y W O ° 01 03" E) z F- 0 C� CN 8 J w - --------,--_� _------�- - U W Cw-14.037.00' �OH` LT END CURVE m SCALE: 1 " = 40' CONSTRUCT/ON NOTES: 1a CONSTRUCT NEW ROADWAY. STRUCTURAL SECTION SHALL BE 1.30' NATIVE GROUND COMPACTED TO 95% RELATIVE COMPACTION, 0.75' OF CLASS II AGGREGATE BASE, AND 0.45' OF TYPE A HOT MIX ASPHALT. 20 EXISTING DITCH ALONG NORTH SIDE OF McCUTCHEN ROAD SHALL BE FILLED IN, AND FILL MATERIAL SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. Q3 EXISTING BERM SHALL BE REMOVED. ® SEE SHEET 7 FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS MODIFICATIONS. F5 TO ACCOMMODATE FUTURE MEDIAN CONSTRUCTION, PAVEMENT CROSS SLOPES HAVE BEEN ADJUSTED. © SHOULDER BACKING SHALL BE GRADED AT 2% AWAY FROM NORTH EDGE OF PAVEMENT A MINIMUM DISTANCE OF 6 FEET TO THE 2% & 4:1 HINGE POINT. TIE-IN TO DAYLIGHT WITH EXISTING GROUND. GRADE NEW DITCH BEGINNING AT THE 2% & 4:1 HINGE POINT. 4:1 CUT SLOPE SHALL NOT EXCEED 18 INCHES IN DEPTH AS MEASURED FROM THE 2%/4:1 HINGE POINT, AND SHALL BE 4 FEET WIDE FROM THE HINGE POINT TO THE TOE OF THE SLOPE. GRADE 4:1 CUT/FILL SLOPE FROM THE TOE OF THE NEW DITCH TO DAYLIGHT WITH EXISTING GROUND. ® SHOULDER BACKING SHALL BE GRADED AT 2% AWAY FROM SOUTH EDGE OF PAVEMENT A MINIMUM DISTANCE OF 20 FEET, AND THEN GRADE A 4:1 TIE-IN TO DAYLIGHT WITH EXISTING GROUND. SAWCUT LINE NEW F.G. NEW E.P. & HINGE POINT HINGE POINT EXISTING 0.45' TYPE "A" HOT MIX ASPHALT OVERE'G 2°�0 2� PAVEMENT 0.75' CLASS II AGGREGATE BASE OVER�� 1.30' ORIGINAL GROUND COMPACTED TO 95% RELATIVE COMPACTION' = € GRADING DAYLIGHT - =-;= Ww;"• €_: - McCUTCHEN ROAD A ROADWAYSECTION STA. 16+58.43 TO STA. 19+64.51 NOT TO SCALE NEW E.P. HINGE POINT NEW E.P. & HINGE POINT GRADING DAYLIGHT EG. NEW F.G. GRADING DAYLIGHT E.G. IR . / 0.45' TYPE "A" HOT MIX ASPHALT OVER 0.75' CLASS II AGGREGATE BASE OVER 1.30' ORIGINAL GROUND COMPACTED MCCUTCHEN ROAD TO 95% RELATIVE COMPACTION ROADWAY SECT/ON STA. 20+16.73 TO STA. 32+77.24 NOT TO SCALE STREET CONSTRUCTION: MCCUTCHEN ROAD ASHE ROAD TO MOUNTAIN RIDGE DRIVE L) 1 2 3 n N O L6 N 4 Q0 O (N O C_ U i Mi U V) 3 vi C (D F- N 0 L a E a� a� 0 0 ry C 0 U 0 L n / U) U) C 0 0 0 Q U 0 Q 0 Q O ry W r Cn Q z W ii W O IY 0_ H W W ry H 07 N Y F- /W 00 N J IW � Z O N = U m W '3o O LLJ o_ /O Ui nI LV\Jl\111 J., . t r T T D [ 7= T\ 7T T€ 7% tC= J U . U U A= 77019'26" L= 40.49' T= 24.00' GRADE BREAK 2% TO 4:1 HINGE POINT APPROXIMATE 4:1 GRADING DAYLIGHT---\ f1TA A—^ --— EXISTING — EXISTING EDGE OF PA STA. 20+19.72-48,24' LT BEGIN NORTH EDGE OF DAVC0A RIT, D e�_iks f1l IMIC. mmmmmgri_ 4 f" TTr" TT= T\71 MT NORTH E. P. ," T 7 r-�'T TT- T\ A CTi n 1_1�= .__) U . U U LI= 97017'01" L= 50.94' rT= 34.08' ll\C GU . U A= 83014' 51" L= 29.06' T= 17.77' PLAN VIEW ►1"'V_VMFi NORTH �i-;.'"� H t 11 . r...�3 7. rA VE R 1,536x.00' A= 05000'12" €= 134 . 13' T= 67 . 11 ' r ss i s as✓�xxxw tx a 1 i.. F, i vt at aaeiE ia,,,d 6ii 4 3 6.R6JE i f /-,\r 7 E Tr 'r, T" 1 1�= 1, 500.00' 050()0' 12" L= 1.30..99' T..= 65.53' CITY OF BAKERSF/ELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: McCutchen Road Street Job No.: T6K217 Date: Mar. 1, 16 rovements l0rawn: S. LOWE Engineer: S. LOWE Checked By.- L QRpFESS/ONq �,�yyy�►'� ����� \Q S � NCH CO EG STERED CIVIL ENGINEER C 80507 * Ex .3--31-17 CITY OF BAKERSFIELD C 1501 TRUX TUN A VENUE qTF tVl BAKERSFIELD, CA 93301 OP CRq ALF REVISIONS No. DA TE DESCRIP TION m SHEET REVISED TO REBUILD THE ASHE ROAD 03/01/2016 INTERSECTION TO CORRECT DRAINAGE ISSUES, AND SCALE: 1 = 40, 1 TO GUARANTEE CLEARANCE OVER A PG&E GAS LINE. 471 / / CONSTRUCT/ON NOTES 10 CONSTRUCT NEW ROADWAY. STRUCTURAL SECTION SHALL BE 1.30' NATIVE GROUND COMPACTED TO 95% RELATIVE COMPACTION, 0.75' OF CLASS II AGGREGATE BASE, AND 0.45' OF TYPE A HOT MIX ASPHALT. n2 EXISTING DITCH ALONG NORTH SIDE OF MCCUTCHEN ROAD SHALL BE FILLED IN, AND FILL MATERIAL SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. Q3 EXISTING BERM SHALL BE REMOVED. ® SEE SHEET 7 FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS MODIFICATIONS. El TO ACCOMMODATE FUTURE MEDIAN CONSTRUCTION, PAVEMENT CROSS SLOPES HAVE BEEN ADJUSTED. © SHOULDER BACKING SHALL BE GRADED AT 2% AWAY FROM NORTH EDGE OF PAVEMENT A MINIMUM DISTANCE OF 6 FEET TO THE 2% & 4:1 HINGE POINT. TIE-IN TO DAYLIGHT WITH EXISTING GROUND. Q GRADE NEW DITCH BEGINNING AT THE 2% & 4:1 HINGE POINT. 4:1 CUT SLOPE SHALL NOT EXCEED 18 INCHES IN DEPTH AS MEASURED FROM THE 2%/4:1 HINGE POINT, AND SHALL BE 4 FEET WIDE FROM THE HINGE POINT TO THE TOE OF THE SLOPE. GRADE 4:1 CUT/FILL SLOPE FROM THE TOE OF THE NEW DITCH TO DAYLIGHT WITH EXISTING GROUND. ® SHOULDER BACKING SHALL BE GRADED AT 2% AWAY FROM SOUTH EDGE OF PAVEMENT A MINIMUM DISTANCE OF 20 FEET, AND THEN GRADE A 4:1 TIE-IN TO DAYLIGHT WITH EXISTING GROUND. SAWCUT LINE NEW F.G. NEW E.P. & HINGE POINT HINGE POINT E.G. \ ' OAFTYPE "A" HOT MIX ASPHALT OVER 0.75' CLASS II AGGREGATE BASE OVER 2%_U 2% —EXISTING PAVEMENT 1.30' ORIGINAL GROUND COMPACTED" TO 95% RELATIVE COMPACTION - a GRADING DAYLIGHT —L e -_I MCCUTCHEN ROAD %A� ROADWAYSECTION STA. 16+58.43 TO STA. 19+64.51 NOT TO SCALE NEW E.P. HINGE POINT NEW E.P. & HINGE POINT GRADING DAYLIGHT E.G NEW F.G. GRADING DAYLIGHT � E.G. 0.45' TYPE "A" HOT MIX ASPHALT OVER 0.75' CLASS II AGGREGATE BASE OVER 1.30' ORIGINAL GROUND COMPACTED MCCUTCHEN ROAD TO 95% RELATIVE COMPACTION ROADWAY SECT/ON STA. 20+16.73 TO STA. 32+77.24 NOT TO SCALE C/ TY RECORD No. STREET CONSTRUCTION: MCCUTCHEN ROAD ASHE ROAD TO MOUNTAIN RIDGE DRIVE SHEET NO. 2(R) OF X 7 0 1 2 3 I 0 Q U 0 Q Q O m w Q I O I F - Vi Q Li 1 z Li U U U U) H Z W w NON ry n Lu Li o' U) 0 EXISTING DITCH + W N w _ r UK W z �y Lu u) McCUTCHEN LOAD PLAN VIEW D �. V1/ T d' w M W Q = w O z _j� =w U J H W Q W U) 2£ E Y HINGE POINT NEW E.P. & HINGE POINT GRADING DAYLIGHT GRADING DAYLIGHT E.G.NEWFG. E.G. ?0 00, Zs 0.45' TYPE "A" HOT MIX ASPHALT OVER 0.75' CLASS II AGGREGATE BASE OVER 1.30' ORIGINAL GROUND COMPACTED McCUTCHEN ROAD TO 95% RELATIVE COMPACTION B ROADWAYSECTION MENEM STA. 20+16.73 TO STA. J2+77.24 NOT TO SCALE ■ € E NEW E.P. HINGE POINT/CROWN OF ROADWAY HINGE POINT NEW E.P. GRADING DAYLIGHT GRADING DAYLIGHT 0 E.G. ■ � E.G., ""r r ;> , `, 0.75' CLASS II AGGREGATE BASE OVER 3 • McCUTCHEN ROAD C�_ ROADWAYSECTION I I I ■�� L I € a s F ,a m€ TA 32' �'�0-�0®' T ORAIDE RRA ` E;EG N WO WN ■ ■EES € �Ml ■■ OAuvv P. ELE . 3510.04 � 8 s I ST 25 50 0� LT �1 XI TIG OWND AL NG CE TE ■ I ■EME INI 0 H G TH D E A ON E 0 P VE EN.P. 01 � _' � 2.4, � '� I � ; - ; LE 3 0.0 ■E MEMS 0.0 -1 .11' RT ? . .00 LUCJR ___ __ . _._...r._.__ ■MME M No 0.09% P. LE/.3 9.9Q o o � I 0.09/0 � 0.09/0 I � -0,04°x.___ ■ENE■ ■ NE a9 8 s - - - =Fl "«", _ 0,161, I 5 mmmm s I ■E► Epi - . - g - A M■mm■- r 11 it r-110 ■�m mum" -� • .• , ■mom ��� ® NNE - mom to ON ■ mom MEN ME EXISTING DITCH + W N w _ r UK W z �y Lu u) McCUTCHEN LOAD PLAN VIEW D �. V1/ T d' w M W Q = w O z _j� =w U J H W Q W U) 1=7 V U 1 r7 =LoofC.7= vr- r- f"% V = /V1= / V 1 r r*-*, CJT" / L. r. - CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: McCutchen Road Street Job No.: T6K217 Date: Feb. 11, 16 rovements Drawn: S. LOWE Engineer: S. LOWE Checked By LS II SCALE: I" = 40' REGISTERED CI VI L ENGINEER QRpFESS/ONq S 1 N G/y 01 F,y C 80507 * Exp. 3-31-17 CITY OF BAKERSFIELD 9509 TRUXTUN AVENUE 9T V1 1501 BAKERSFIELD, CA 93309 F OF CA_\F_ REVISIONS No. DA TE I DESCRIP TION 171 // 271 / / '371 / / 471 / / CONSTRUCT/ON NOTES 1❑ CONSTRUCT NEW ROADWAY. STRUCTURAL SECTION SHALL BE 1.30' NATIVE GROUND COMPACTED TO 95% RELATIVE COMPACTION, 0.75' OF CLASS II AGGREGATE BASE, AND 0.45' OF TYPE A HOT MIX ASPHALT. r2 EXISTING DITCH ALONG NORTH SIDE OF McCUTCHEN ROAD SHALL BE FILLED IN, AND FILL MATERIAL SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. a3 EXISTING BERM SHALL BE REMOVED. ® SEE SHEET 7 FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS MODIFICATIONS. n5 TO ACCOMMODATE FUTURE MEDIAN CONSTRUCTION, PAVEMENT CROSS SLOPES HAVE BEEN ADJUSTED. © SHOULDER BACKING SHALL BE GRADED AT 2% AWAY FROM NORTH EDGE OF PAVEMENT A MINIMUM DISTANCE OF 6 FEET TO THE 2% & 4:1 HINGE POINT. TIE-IN TO DAYLIGHT WITH EXISTING GROUND. M GRADE NEW DITCH BEGINNING AT THE 2% & 4:1 HINGE POINT. 4:1 CUT SLOPE SHALL NOT EXCEED 18 INCHES IN DEPTH AS MEASURED FROM THE 2%/4:1 HINGE POINT, AND SHALL BE 4 FEET WIDE FROM THE HINGE POINT TO THE TOE OF THE SLOPE. GRADE 4:1 CUT/FILL SLOPE FROM THE TOE OF THE NEW DITCH TO DAYLIGHT WITH EXISTING GROUND. ® SHOULDER BACKING SHALL BE GRADED AT 2% AWAY FROM SOUTH EDGE OF PAVEMENT A MINIMUM DISTANCE OF 20 FEET, AND THEN GRADE A 4:1 TIE-IN TO DAYLIGHT WITH EXISTING GROUND. 2£ E Y HINGE POINT NEW E.P. & HINGE POINT GRADING DAYLIGHT GRADING DAYLIGHT E.G.NEWFG. E.G. ?0 00, Zs 0.45' TYPE "A" HOT MIX ASPHALT OVER 0.75' CLASS II AGGREGATE BASE OVER 1.30' ORIGINAL GROUND COMPACTED McCUTCHEN ROAD TO 95% RELATIVE COMPACTION B ROADWAYSECTION STA. 20+16.73 TO STA. J2+77.24 NOT TO SCALE ■ € E NEW E.P. HINGE POINT/CROWN OF ROADWAY HINGE POINT NEW E.P. GRADING DAYLIGHT GRADING DAYLIGHT 0 E.G. 0.45' TYPE "A" HOT MIX ASPHALT OVER � E.G., ""r r ;> , `, 0.75' CLASS II AGGREGATE BASE OVER 3 • TO 95% RELATIVE COMPACTION McCUTCHEN ROAD C�_ ROADWAYSECTION I I I L I € a s F ,a m€ TA 32' �'�0-�0®' T ORAIDE RRA ` E;EG N WO WN € OAuvv P. ELE . 3510.04 � 8 s I ST 25 50 0� LT XI TIG OWND AL NG CE TE LINA I INI 0 H G TH D E A ON E 0 P VE EN.P. 01 � _' � 2.4, � '� I � ; - ; LE 3 0.0 A. 34+ 0.0 -1 .11' RT ? . .00 LUCJR ___ __ . _._...r._.__ 0.09% P. LE/.3 9.9Q o o � I 0.09/0 � 0.09/0 I � -0,04°x.___ a9 8 s - - - =Fl "«", I 5 s I _ 11 it r-110 1=7 V U 1 r7 =LoofC.7= vr- r- f"% V = /V1= / V 1 r r*-*, CJT" / L. r. - CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: McCutchen Road Street Job No.: T6K217 Date: Feb. 11, 16 rovements Drawn: S. LOWE Engineer: S. LOWE Checked By LS II SCALE: I" = 40' REGISTERED CI VI L ENGINEER QRpFESS/ONq S 1 N G/y 01 F,y C 80507 * Exp. 3-31-17 CITY OF BAKERSFIELD 9509 TRUXTUN AVENUE 9T V1 1501 BAKERSFIELD, CA 93309 F OF CA_\F_ REVISIONS No. DA TE I DESCRIP TION 171 // 271 / / '371 / / 471 / / CONSTRUCT/ON NOTES 1❑ CONSTRUCT NEW ROADWAY. STRUCTURAL SECTION SHALL BE 1.30' NATIVE GROUND COMPACTED TO 95% RELATIVE COMPACTION, 0.75' OF CLASS II AGGREGATE BASE, AND 0.45' OF TYPE A HOT MIX ASPHALT. r2 EXISTING DITCH ALONG NORTH SIDE OF McCUTCHEN ROAD SHALL BE FILLED IN, AND FILL MATERIAL SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. a3 EXISTING BERM SHALL BE REMOVED. ® SEE SHEET 7 FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS MODIFICATIONS. n5 TO ACCOMMODATE FUTURE MEDIAN CONSTRUCTION, PAVEMENT CROSS SLOPES HAVE BEEN ADJUSTED. © SHOULDER BACKING SHALL BE GRADED AT 2% AWAY FROM NORTH EDGE OF PAVEMENT A MINIMUM DISTANCE OF 6 FEET TO THE 2% & 4:1 HINGE POINT. TIE-IN TO DAYLIGHT WITH EXISTING GROUND. M GRADE NEW DITCH BEGINNING AT THE 2% & 4:1 HINGE POINT. 4:1 CUT SLOPE SHALL NOT EXCEED 18 INCHES IN DEPTH AS MEASURED FROM THE 2%/4:1 HINGE POINT, AND SHALL BE 4 FEET WIDE FROM THE HINGE POINT TO THE TOE OF THE SLOPE. GRADE 4:1 CUT/FILL SLOPE FROM THE TOE OF THE NEW DITCH TO DAYLIGHT WITH EXISTING GROUND. ® SHOULDER BACKING SHALL BE GRADED AT 2% AWAY FROM SOUTH EDGE OF PAVEMENT A MINIMUM DISTANCE OF 20 FEET, AND THEN GRADE A 4:1 TIE-IN TO DAYLIGHT WITH EXISTING GROUND. STA, 32+77.24 TO STA. 35+52 NOT TO SCALE ,l a 5 - CITY RECORD No. STREET CONSTRUCTION: McCUTCHEN ROAD ASHE ROAD TO MOUNTAIN RIDGE DRIVE SHEE T NO. 3 OF 6 0 1 2 3 NEW E.P. HINGE POINT NEW E.P. & HINGE POINT GRADING DAYLIGHT GRADING DAYLIGHT E.G.NEWFG. E.G. ?0 00, 0.45' TYPE "A" HOT MIX ASPHALT OVER 0.75' CLASS II AGGREGATE BASE OVER 1.30' ORIGINAL GROUND COMPACTED McCUTCHEN ROAD TO 95% RELATIVE COMPACTION B ROADWAYSECTION STA. 20+16.73 TO STA. J2+77.24 NOT TO SCALE NEW F.G. NEW E.P. HINGE POINT/CROWN OF ROADWAY HINGE POINT NEW E.P. GRADING DAYLIGHT GRADING DAYLIGHT 0 E.G. 0.45' TYPE "A" HOT MIX ASPHALT OVER � E.G., ""r r ;> , `, 0.75' CLASS II AGGREGATE BASE OVER 1.30' ORIGINAL GROUND COMPACTED TO 95% RELATIVE COMPACTION McCUTCHEN ROAD C�_ ROADWAYSECTION STA, 32+77.24 TO STA. 35+52 NOT TO SCALE ,l a 5 - CITY RECORD No. STREET CONSTRUCTION: McCUTCHEN ROAD ASHE ROAD TO MOUNTAIN RIDGE DRIVE SHEE T NO. 3 OF 6 0 1 2 3 a_ V U U In 0) c .3 0 I✓ 0 O Q U 0 4- Q 0 Q O ry W Cn Q I O I Q w I Z w U U U I V) Z W iE W O ry n W W 0' N Y Q0 I— / W co 3: O 01 J N I Lv In ZQ O = N (n U m w �o O LLJ Q� I- %t-- O .. 0i O_ J O M L ♦ W co LLI FQ- Cn Cf) Z w O Z F- J ``=nn -117 V U aw U) ��-EXISTING DITCH a2 , AIOCIl1A1 I IKIM ivtvv tut=_ yr PAVEMENT AND HINGE POINT L -0-C Il.4r-r76l /T10m_'1-4;=" PLAN VIEW STA. 39+46.070.00' LT/RT CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name.• McCutchen Rood Street Job No.: T6K217 Dote: Feb. 11, 16 rovementsDrown: S. LOWE Engineer. S. LOWE Che By: L m SCALE: 1 " = 40' R GI S TERED VIL ENGINEER Q ,of ESS/ONq S I N GH C 80507 * Exp.3-31-17 CITY OF BAKERSFIELD \� t B KERSFIELD TRUXTUN CAVENUE 93301 REVS/ONS No. DA TE I DESCRIP TION CONSTRUCT/ON NOTES: l CONSTRUCT NEW ROADWAY. STRUCTURAL SECTION SHALL BE 1.30' NATIVE GROUND COMPACTED TO 95% RELATIVE COMPACTION, 0.75' OF CLASS II AGGREGATE BASE, AND 0.45' OF TYPE A HOT MIX ASPHALT. EXISTING DITCH ALONG NORTH SIDE OF MCCUTCHEN ROAD SHALL BE FILLED IN, AND FILL MATERIAL SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. R3 EXISTING BERM SHALL BE REMOVED. ® SEE SHEET 7 FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS MODIFICATIONS. 10TO ACCOMMODATE FUTURE MEDIAN CONSTRUCTION, PAVEMENT CROSS SLOPES HAVE BEEN ADJUSTED. © SHOULDER BACKING SHALL BE GRADED AT 2% AWAY FROM NORTH EDGE OF PAVEMENT A MINIMUM DISTANCE OF 6 FEET TO THE 2% & 4:1 HINGE POINT. TIE-IN TO DAYLIGHT WITH EXISTING GROUND. E7 GRADE NEW DITCH BEGINNING AT THE 2% & 4:1 HINGE POINT. 4:1 CUT SLOPE SHALL NOT EXCEED 18 INCHES IN DEPTH AS MEASURED FROM THE 2%/4:1 HINGE POINT, AND SHALL BE 4 FEET WIDE FROM THE HINGE POINT TO THE TOE OF THE SLOPE. GRADE 4:1 CUT/FILL SLOPE FROM THE TOE OF THE NEW DITCH TO DAYLIGHT WITH EXISTING GROUND. ® SHOULDER BACKING SHALL BE GRADED AT 2% AWAY FROM SOUTH EDGE OF PAVEMENT A MINIMUM DISTANCE OF 20 FEET, AND THEN GRADE A 4:1 TIE-IN TO DAYLIGHT WITH EXISTING GROUND. NEW F.G. NEW E.P. HINGE POINTICROWN OF ROADWAY HINGE POINT NEW E.P. GRADING DAYLIGHT o GRADING DAYLIGHT E.G. �p 200 f 2/0 2% 0.45' TYPE "A" HOT MIX ASPHALT OVER , ° E.G. 0.75' CLASS II AGGREGATE BASE OVER 1.30' ORIGINAL GROUND COMPACTED TO 95% RELATIVE COMPACTION MCCUTCHEN ROAD C ROADWAYSECTION STA. 32+77.24 TO STA. 35+52 NOT TO SCALE NEW E.P. — HINGEPOINT GRADING DAYLIGHT E.G. �-� NEW F.G. SAWCUT LINE & HINGE POINT 4Io EXISTING PAVEMENT ( - 0.45' TYPE "A" HOT MIX ASPHALT OVEF 0.75' CLASS II AGGREGATE BASE OVEI a� 1.30' ORIGINAL GROUND COMPACTED TO 95% RELATIVE COMPACTION MCCUTCHEN ROAD ROADWAYSECTION STA. 35+52 TO STA. 42+50 NOT TO SCALE NEW E.P. PAVEMENT CROWN HINGE POINT NEW F.G. SAWCUT LINE GRADING DAYLIGHT �y 200 2010 :',; 2% EXISTING E.G. moi'^ PAVEMENT M4,43,- 0.46 TYPE "A" HOT MIX ASPHALT OVER 1= , 0.75' CLASS it AGGREGATE BASE OVER - 1.30' ORIGINAL GROUND COMPACTED« `=r.• I-' "m� TO 95% RELATIVE COMPACTION MCCUTCHEN ROAD rk� ROADWAYSECTION STA. 42+50 TO STA. 46+51 STREET CONSTRUCTION: MCCUTCHEN ROAD ASHE ROAD TO MOUNTAIN RIDGE DRIVE NOT TO SCALE CITY RECORD No. SHEE T NO. 4 OF 6 1 2 3 i 0 n L6 0 N 0 :3 L 0 _0 V) c - F__ C q) c- 0 0 L_ 0 LL. 0 V) LLJ I Z Lli r 0 0 ME0 STA. 43+50.0021.10' LT GRADE BREAK STA. 44+00.0021.10' LT GRADE BREAK rE STA. 45+00.00 - GRADE BREAK STA. 46+49.0651.59, LT END CURVE STA. 46+19.0621.10' LT BEGIN CURVE 10, LT MT. RIDGE I\ PRIVE HINGE POINT OFi 5 NEW V -DITCH 7 t 6 OFFSET CROWN C:) LO + cn w'C ,'I- McCUTCHE'N Epi a C:) + —Ss s s S s- 0 4 < 10 3 7 ft - U) OH ()H om om qz 0 �r0 �0� � Lu PLA N o0l 'W wi U) F- 71 Ono Vj F_ Itt 14A 4 w S .45, 00. V 1. L z S 464-001 F.G EXISTING BERM 0- VIE- 1 1.0 'Ll EV._ BOU 29 ,U OW M EV- MtIr SAWCUT LINE AND HINGE E N 01 T OF 0 EX STI AL )W HINGE JNE Rt" z F- LU 3TA 7ZN POINT; 'MATCH 3A- IA < Lu SE EXISTING I U) LE McCUTCHE'N Epi a C:) + —Ss s s S s- 0 4 < 10 3 7 ft - U) OH ()H om om qz 0 �r0 �0� � Lu PLA N o0l 'W wi Imm- lwftwp. a a 0 v w Somme a v a &wm" & v I s I'% %Moor jr 9 Amm Lwow CITY OF BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT q?,(3FESS/ pNq S I NGly 'REGISTERED CIVIL ENGINEER C 80507 yF Exp. 3-31-17 CITY OF BAKERSFIELD C/ 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OFF- RIFVISIONS No. DA TE DESCRIP TION m SCALE: 1 40' 'S 2 CONSTRUCTION NOTES: CONSTRUCT NEW ROADWAY. STRUCTURAL SECTION SHALL BE 1.30' NATIVE GROUND COMPACTED TO 95% RELATIVE COMPACTION, 0.75' OF CLASS 11 AGGREGATE BASE, AND 0.45' OF TYPE A HOT MIX ASPHALT. R2 EXISTING DITCH ALONG NORTH SIDE OF McCUTCHEN ROAD SHALL BE FILLED IN, AND FILL MATERIAL SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. F21 EXISTING BERM SHALL BE REMOVED. MSEE SHEET 7 FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS MODIFICATIONS. R5 TO ACCOMMODATE FUTURE MEDIAN CONSTRUCTION, PAVEMENT CROSS SLOPES HAVE BEEN ADJUSTED. El SHOULDER BACKING SHALL BE GRADED AT 2% AWAY FROM NORTH EDGE OF PAVEMENT A MINIMUM DISTANCE OF 6 FEET TO THE 2% & 4:1 HINGE POINT. TIE-IN TO DAYLIGHT WITH EXISTING GROUND. El GRADE NEW DITCH BEGINNING AT THE 2% & 4:1 HINGE POINT. 4:1 CUT SLOPE SHALL NOT EXCEED 18 INCHES IN DEPTH AS MEASURED FROM THE 2%/4:1 HINGE POINT, AND SHALL BE 4 FEET WIDE FROM THE HINGE POINT TO THE TOE OF THE SLOPE. GRADE 4:1 CUT/FILL SLOPE FROM THE TOE OF THE NEW DITCH TO DAYLIGHT WITH EXISTING GROUND. R8 SHOULDER BACKING SHALL BE GRADED AT 2% AWAY FROM SOUTH EDGE OF PAVEMENT A MINIMUM DISTANCE OF 20 FEET, AND THEN GRADE A 4:1 TIE-IN TO DAYLIGHT WITH EXISTING GROUND. NEW E.P HINGE POINT— GRADING OINT—GRADING DAYLIGHT--,,, E.G. ---, 0.45' TYPE "A" HOT MIX ASPHALT OVER 0.75' CLASS 11 AGGREGATE BASE OVER 1.30' ORIGINAL GROUND COMPACTED TO 95% RELATIVE COMPACTION MCCUTCHEN ROAD ROADWAYSECTION PAVEMENT CROWN NEW F.G. SAWCUT LINE EXISTING PAVEMENT STA. 42+50 TO STA. 46+51 File Name- McCutchen Road Street lmprovemenfs lDrawn: S. LOWS Job No.: T6K217 Engineer., S. LOWS STREET CONSTRUCTION: MCCUTCHEN ROAD Date: Feb. 11, 16 Checked By: L-1-1; ASHE ROAD TO MOUNTAIN RIDGE DRIVE NOT TO SCALE CITY RECORD No. w SHEET NO. 5 OF 6 2 OFFS(SRO' N N LE 0 LE .3 0.8 S .45, 00. V 1. L M S 464-001 F.G 5W_ 0- VIE- 1 1.0 'Ll EV._ BOU 29 ,U OW M EV- MtIr HINGE E N 01 T OF EX STI AL )W sIG G 0 -CE q -TE JNE Rt" L 3TA 7ZN A615-1- 3A- IA OF SE r Cf 1,OWN; I W*T- Fl ISH D r RAE LOG SAW Ul LIN __JAAT Imm- lwftwp. a a 0 v w Somme a v a &wm" & v I s I'% %Moor jr 9 Amm Lwow CITY OF BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT q?,(3FESS/ pNq S I NGly 'REGISTERED CIVIL ENGINEER C 80507 yF Exp. 3-31-17 CITY OF BAKERSFIELD C/ 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OFF- RIFVISIONS No. DA TE DESCRIP TION m SCALE: 1 40' 'S 2 CONSTRUCTION NOTES: CONSTRUCT NEW ROADWAY. STRUCTURAL SECTION SHALL BE 1.30' NATIVE GROUND COMPACTED TO 95% RELATIVE COMPACTION, 0.75' OF CLASS 11 AGGREGATE BASE, AND 0.45' OF TYPE A HOT MIX ASPHALT. R2 EXISTING DITCH ALONG NORTH SIDE OF McCUTCHEN ROAD SHALL BE FILLED IN, AND FILL MATERIAL SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. F21 EXISTING BERM SHALL BE REMOVED. MSEE SHEET 7 FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS MODIFICATIONS. R5 TO ACCOMMODATE FUTURE MEDIAN CONSTRUCTION, PAVEMENT CROSS SLOPES HAVE BEEN ADJUSTED. El SHOULDER BACKING SHALL BE GRADED AT 2% AWAY FROM NORTH EDGE OF PAVEMENT A MINIMUM DISTANCE OF 6 FEET TO THE 2% & 4:1 HINGE POINT. TIE-IN TO DAYLIGHT WITH EXISTING GROUND. El GRADE NEW DITCH BEGINNING AT THE 2% & 4:1 HINGE POINT. 4:1 CUT SLOPE SHALL NOT EXCEED 18 INCHES IN DEPTH AS MEASURED FROM THE 2%/4:1 HINGE POINT, AND SHALL BE 4 FEET WIDE FROM THE HINGE POINT TO THE TOE OF THE SLOPE. GRADE 4:1 CUT/FILL SLOPE FROM THE TOE OF THE NEW DITCH TO DAYLIGHT WITH EXISTING GROUND. R8 SHOULDER BACKING SHALL BE GRADED AT 2% AWAY FROM SOUTH EDGE OF PAVEMENT A MINIMUM DISTANCE OF 20 FEET, AND THEN GRADE A 4:1 TIE-IN TO DAYLIGHT WITH EXISTING GROUND. NEW E.P HINGE POINT— GRADING OINT—GRADING DAYLIGHT--,,, E.G. ---, 0.45' TYPE "A" HOT MIX ASPHALT OVER 0.75' CLASS 11 AGGREGATE BASE OVER 1.30' ORIGINAL GROUND COMPACTED TO 95% RELATIVE COMPACTION MCCUTCHEN ROAD ROADWAYSECTION PAVEMENT CROWN NEW F.G. SAWCUT LINE EXISTING PAVEMENT STA. 42+50 TO STA. 46+51 File Name- McCutchen Road Street lmprovemenfs lDrawn: S. LOWS Job No.: T6K217 Engineer., S. LOWS STREET CONSTRUCTION: MCCUTCHEN ROAD Date: Feb. 11, 16 Checked By: L-1-1; ASHE ROAD TO MOUNTAIN RIDGE DRIVE NOT TO SCALE CITY RECORD No. w SHEET NO. 5 OF 6 2 I 0 L L6 Lo 0 N 0 0 t U t- 0 O 0 -0 V) a� V) O L Q E a� 0 O a� V U U / L O U O i V) U) L 0 Q U O Q D Q O Of W 2 Q I O I V) Q W I z W U H D U U I V) z W W O ry W W ry N (_0� 00 N J IW �n zQ o= N Cn 1-11 uo U m W 0LLJ / O 6i m Z z Lu O CID Q U LL0 Di 8" STRIPING --)O9 TYPE VII ARROW(3 EA) ? OTYPE IV ARROW(2 EA) �- 1 8" STRIPING CID )DETAIL 27B 4 10 0 DETAIL 21 .� 8" STRIPING r? co a? EXTEND EXISTIN o0 _ GORE STRIPING 6 8" STRIPING---�_ 10 2 11 TYPE IV ARROWS 26.2 ASHE ROAD 12 5 4 1 \J ASHE USTALL _ REtOOff_ _ __— F— f "STOP" SIGN — — _ — — — — ——� — W Lu + U) co CID 5 U) NLLJ 10 21 2 5 4 Z J to J O — — — — — W ----------- _ _--------------- _ _ AoloCU7'CHEN ROAD QRpFESS/0 g I N cy o�F Fac EG S TERED CI VI L ENG N ER � C 80507Fri * Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUX TUN A VENUE qTF C/Vii p�� BAKERSFIELD, CA 93301 OP CA\_\F REVISIONS .No. DA TE DESCR/P TION S 471 / / N:l m SCALE: I " = 30' O_ --—--_ _ --- ---_ _ - --- --- --- --- _ - --- --- --- --- --- --- -- -- -- -- --- ---- --- -- --- -- + C/) Mco — — — — --- -- Q F— CN Cn ~ N ~ rN 5 co + W Z Lu CII M = J 5 11 IIIII— :-- ----- —----------- --- --- ------- 4 +— JQ Cn WO C14 �VWW Q Q j W--— ----------------- W W ----- — = a — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — V W McCUTCHEN 90A0_ - - STRIPING NOTES : OCONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT O INSTALL DETAIL 38. 12 CONTRACTOR SHALL INSTALL 36 INCH TALL, MARKING/STRIPING AS INDICATED ON THE PLANS. O SURFACE MOUNTED CHANNELIZERS PER INSTALL DETAIL 38A. OSTATE OF CALIFORNIA 2010 STANDARD A73C. 2 INSTALL 1' WIDE STOP BAR. (WHITE) g INSTALL TYPE IV O O O ARROWS. CHANNELIZERS SHALL BE SPACED AT TEN 3 INSTALL DETAIL 9. O 9 INSTALL TYPE VII ARROWS. (10) FEET APART. 4 INSTALL DETAIL 22. O 13 INSTALL DETAIL 39. 10 INSTALL "STOP" PAVEMENT MARKING. O 5 INSTALL DETAIL 27B. O 14 INSTALL DETAIL 29. 11 REFRESH STRIPING ONLY. O O C/TY OF BAKERSFIELD, CALIFORNIA GENERAL STRIP/NG NOTES 1 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA 2010 STANDARD PLANS. 2 LANE WIDTHS OF NEW STRIPING SHOWN ON THE PLANS CAN BE MEASURED IN THE FIELD AT THE SPECIFIED STATIONING FROM EXISTING EDGE OF PAVEMENT, EXISTING CURB AND GUTTER, AND/OR EXISTING STRIPING. File Name: McCutchen Road Street PUBLIC WORKS DEPARTMENT Job No.: T6K217 Date: Mar. 8, 16 S YMB OLS SURFACE MOUNTED CHANNELIZERS PER STATE OF CALIFORNIA 2010 STANDARD A73C. rovements Drawn: S. LOWE Engineer: S. LOWE Checked By: LS STREET CONSTRUCTION: McCUTCHEN ROAD ASHE ROAD TO MOUNTAIN RIDGE DRIVE 5— 6r J_ �7r� CITY RECORD No. SHEET NO. 6OF7 0 1 2 3 L6 ,-:t- L6 0 0 N as 0 c- 0 L- 0 0 0 -0 In W cn c a) E 0 a E L 0 0 U U / U) 3 0 0 Q U 0 Z5 Q / 0 Q 0 ry w cn Q I O I Q w I z w U I- U U I z W w O ry n w w F- V) N 0 LLJ 00 N J I w �z 0a N = / cn U m W —3 p O W r� �0 &i nI NW W CV --- M Cn — --- --- -- -- END DETAIL 22, BEGIN DET — Cn _ AIL LU �2 4 5 co z� J 3 �M 14 504 O C14 CD = F— U ' O Q m W = to N Lu co — — _ _------------------ _ _----- --- ---- w�— --- --- --- --- --- --- --- + W -- M C1) � Q �� 6 z�- L J O 4 M U-> W M W 1 DETAIL 38 U)1 TYPE IV ARROWS t / BRECCIA WAY AC A1...1nf%f nAV TAnrM I i -i i-- I � �-- a � �_- I E:: _-- I � �-_- I � i-- I � i-- I � i-- I_=_- - E L-- I � i - 1p 1/1 to 36 "37 ui DETAIL 27B O DETAIL 28 LCi M Lu cD Lu - + C/) M Cn 38 - C5Y CN3g w� >O m a W CD U) 6 — I 14 � _ W LL- W _ 7 cn Z END DETAIL 29 LU �' O 11 DETAIL 39 � W w TYPE IV ARROWS r° -->pnAr') -- == 11 Ut I AIL Jd — — cli STRIPING NOTES : OCONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT O INSTALL DETAIL 38. 12 CONTRACTOR SHALL INSTALL 36 INCH TALL, MARKING/STRIPING AS INDICATED ON THE PLANS. SURFACE MOUNTED CHANNELIZERS PER O7 INSTALL DETAIL 38A. STATE OF CALIFORNIA 2010 STANDARD A73C. 02 INSTALL 1' WIDE STOP BAR. (WHITE) O8 INSTALL TYPE IV ARROWS. CHANNELIZERS SHALL BE SPACED AT TEN D INSTALL DETAIL 9. (10) FEET APART. O9 INSTALL TYPE VII ARROWS. 4O INSTALL DETAIL 22. 13 INSTALL DETAIL 39. INSTALL DETAIL 27B. O 10 INSTALL "STOP" PAVEMENT MARKING. 14 5 INSTALL DETAIL 29. 11 REFRESH STRIPING ONLY. CITY OF BAKERSFIELD, CALIFORNIA 11 `1V 1llLL V VVI\L V 11\11 IIYV - DETAIL 38 BRECCIA WAY MT. RIDGE N DRIVE RELOCATE MT. RIDGE DRIVE QRpFESS/ONq N Gjy REGIS TERED Cl VI L ENGINEER C80507 * Exp.3-31-17 CITY OF BAKERSFIELD C/VIL 1501 TRUXTUN AVENUE qTF BAKERSFIELD, CA 93301 REVISIONS No. DA TE I DESCR/P TION A Al 2 W W OCD = + d- cn Q -T- U) U) W Z_ J J � W 1- 0 Q O W Lu Cn LI�u"J SCALE: 1" = 30' STOP -BAR--- 1 TYPE IV ARROWS AND "STOP" MARKING col TRIPING TO NEW DETAIL 38 fl "STOP" &"AHEAD" MARKINGS 'E IV ARROWS AND "STOP" MARKING = U Q �w w� >O m a W CD W 6 1. �- U)10 _ 7 cn Z DETAIL 38 BRECCIA WAY MT. RIDGE N DRIVE RELOCATE MT. RIDGE DRIVE QRpFESS/ONq N Gjy REGIS TERED Cl VI L ENGINEER C80507 * Exp.3-31-17 CITY OF BAKERSFIELD C/VIL 1501 TRUXTUN AVENUE qTF BAKERSFIELD, CA 93301 REVISIONS No. DA TE I DESCR/P TION A Al 2 W W OCD = + d- cn Q -T- U) U) W Z_ J J � W 1- 0 Q O W Lu Cn LI�u"J SCALE: 1" = 30' STOP -BAR--- 1 TYPE IV ARROWS AND "STOP" MARKING col TRIPING TO NEW DETAIL 38 fl "STOP" &"AHEAD" MARKINGS 'E IV ARROWS AND "STOP" MARKING = U Q �w w� >O m a GENERAL STRIPING NOTES 1 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA 2010 STANDARD PLANS. 2 LANE WIDTHS OF NEW STRIPING SHOWN ON THE PLANS CAN BE MEASURED IN THE FIELD AT THE SPECIFIED STATIONING FROM EXISTING EDGE OF PAVEMENT, EXISTING CURB AND GUTTER, AND/OR EXISTING STRIPING. 11 DETAIL 38 &4cCtJ7'CHEN- SYMIROILS- SURFACE • MOUNTED CHANNELIZERS PER STATE OF CALIFORNIA 2010 STANDARD A73C. File Name.•McCutchen Road Street Improvements Drawn: S. LOWE PUBLIC WORKS DEPARTMENT Job No.: T6K217 Engineer: S. LOWE Date: Mar. 8, 16 Checked By.- LS V V11\11 I - END DETAIL 9 ROAD ),S--. - 61 z - 2 z 0 T Y RECORD No 0 CV Q Z F-- C/) W STREET CONSTRUCTION: McCUTCHEN ROAD SHEET /VO. ASHE ROAD TO MOUNTAIN RIDGE DRIVE 7 OF 7 O 1 2 3