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6.1-1757
SHEE T 1 SHEE T 2 SHEE T 3 SHEE T 4 SHEET 5 SHEE T 6 SHEET 7 SHEE T 8 SHEE T 9 SHEET 10 SHEET 11 SHEET 12 SHEET 13 SHEET 14 SHEET 15 LIST OF DRAWINGS D ���D�� TITLE SHEETv�V DETAILS &SECTIONS PHASING DETAILS TRAFFIC DETAILS PAVING PLANS PANAMA LANE: S.H ST TO STA 23+55 (BASE BID) PA VING PLANS PANAMA LANE. -STA 23+55 TO 29+20 (BASE BID) PA VING PLANS PANAMA LANE. -STA 29+20 TO 39+45 (BASE BID) PA VING PLANS PANAMA LANE: STA 39+45, TO 45+25 (BASE BID) PA VING PLANS PANAMA LANE: STA 45+25 TO MONI TOR ST (BASE BID) PA VING PLANS PANAMA LANE: S. H ST. TO 23+55 (BASE BID) PA VING PLANS PANAMA LANE: STA 23+55 TO 34+45 (BASE BID) jPIAV ItVG PLANS PANAMA LANE: STA 34+45 TO 45+10 (BASE BID) PAVING PLANS PANAMA LANE: STA 45+10 TO MONI TOR ST (BASE BID) PA VING PLANS PANAMA LANE: S H ST TO STA 23+55 (ALT NO. 1) STRIPING PLANS PANAMA LANE: S. H ST TO STA 23+55 (AL T NO 1) BENCHMARK THE TOP OF THE MONUMENT L OCA TED IN A LAMPHOLE AT THE CEN TERLINE I N TERSEC TION OF PANAMA LANE AND M ONI TOR S TREE T WAS USED AS THE BENCHMARK FOR THIS PROJECT THE EL E VA TION IS 362.53' (NA VD 83) BASIS OF BEARING THE CENTERLINE OF PANAMA LANE BETWEEN THE MONUMENT AT SOUTH H S TREE T A ND THE MONUMEN T A T MONI TOR S TREE T WA S USED A S THE BASIS OF BEARING FOR THIS PROJECT (NAD83) THE BEARING IS S89 °31 'S9 "E, A DISTANCE OF 2782.74' CITY STANDARDS ST -16, ST -21, SW -3, SW -6, T-19 STATE STANDARDS A 10A, A 10B, A2OA, A20B, A2OD, A24A, A24C, A24D, A24E, ES -1A, ES -1B, ES -5A, ES -5B NO TE: ALL REFERENCES TO "CLASS B CONCRETE" SHALL BE REPLACED WITH "CLASS , 3 CONCRETE" AS DEFINED IN THE CAL TRANS STANDARD SPECIFICATIONS MAY 2006, EDITION. ALL REFERENCES TO "CLASS A CONCRETE" SHALL BE REPLACED WITH "CLASS 2 CONCRETE" AS DEFINED IN THE CAL TRANS STANDARD SPECIFICATIONS MAY 2006, EDITION. CONVENTIONAL SYMBOLS — — — — — — — — EA SEMEN T — = = = = = — EXIST CURB & CUTTER -- -- RIGHT-OF-WAY ----------------------------- EXIST A.C. FLOWLINE --------------------------- CEN TERL/NEEXIST EDGE OF PA VEMEN T RAILROAD TRACKS n GUARD RAIL X CHAIN LINK FENCE IMPROVEMENTS ❑- FU TORE MONUMEN T S.L. 3 S TREE T L I GH T STREET LIGHT W/MAST ARM C.O. • CLEAN OUT NNW. A U TO SCOPE PAVEMENT REHA BIL / TA TION 2073 PHASE 2 PANAMA LANE S. H STREET TO MON/TOR STREET FEDERAL PROJECT NO. S TPL -5109 (793) ARO"T LOCA77OJV LOCATION MAP NOT TO SCALE BASE BID FINAL PAY QUANTITIES NOT TO BE USED FOR BIDDING PURPOSES I TEM UTILITY SYMBOLS EAR THWORK (ROAD WA Y EXCA VA TION) 11,587 C w EXIST WA TER LINE s EXIST SEWER LINE SF G EXIST GAS LINE SD EXIST STORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUND LINES POWER LINE TV EXIST UNDERGROUND T EXIST UNDERGROUND TV CABLES PHONE LINE 0 EXIST OIL LINE FO EXIST FIBER OPTIC LINE MANHOLE �H F.Fo� FIRE HYDRANT ®'M' GAS METER P.P. -0- POWER POLE O MWA TER METER G.V. DQ GAS VALVE El W.V. EXISTING MONUMENT >1 WATER VALVE BENCHMARK ❑- FU TORE MONUMEN T S.L. 3 S TREE T L I GH T STREET LIGHT W/MAST ARM C.O. • CLEAN OUT NNW. A U TO SCOPE PAVEMENT REHA BIL / TA TION 2073 PHASE 2 PANAMA LANE S. H STREET TO MON/TOR STREET FEDERAL PROJECT NO. S TPL -5109 (793) ARO"T LOCA77OJV LOCATION MAP NOT TO SCALE BASE BID FINAL PAY QUANTITIES NOT TO BE USED FOR BIDDING PURPOSES I TEM ESTIMA TED QUANTITY UNIT OF MEASURE EAR THWORK (ROAD WA Y EXCA VA TION) 11,587 C TRAFFIC STRIPING 10,586 LF PA VEMEN T MARKINGS 6,262 SF FIRE HYDRANT MARKERS 9 EA PRE-EMPTION DEVICE© COB Project No.: T31<2066 File Path: K:\LDD-ENGINEERING\2012-2013\RSTP- Pawing Projects\Panama Ln—S H to Monitor File Name: T31<206—Panama Rehab FY 12-13.dwg 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. PROJECT LENGTH QRpFESS/ONq pEAN R �. Q C 46803 * Exp. 6-30-13 C/ OF CA- 0.50 MILES 0 1 2 3 Cil r CD LO r U) C3 U? ca U) Uj J C3 c� a N C O N c a d NOTE: EXIST/NG RECORDS INDICATE TOP OF BOX CUL VER T IS OU TSIDE THE STREET PA VING SECTION. CARE SHALL BE TAKEN DURING PROJECT OPERA TIONS SO AS NOT TO DAMAGE EXISTING BOX CUL VERT PROTECT /N PLACE ____ 1 L. MA TCH FINAL RECONSTRUCTION SURFACE WITH EXISTING ROADWAY WESTBOUND TRAFFIC LEFT TURN EASTBOUND TRAFFICI POCKET SLOPE sem_ _ - -__-_ _ -__---__-_-_-___ EX. MEDIAN CURBS -_-_------------- -------------------------- TOP _ _ _,.,. -,,.,, ..... .... .... _...-------------.-------------- --- -- TOP OF EXISTING CONCRETE CANAL WATER FLOW BOX CULVERT (SEE PLAN VIEW) PANAMA LANE- STREET SECTION A T BOX CUL VERT STREET RECONSTRUCTION LIMITS TIE -INTO EXISTING ROADWAY AS DIRECTED BY ENGINEER - NEEDED TO MA TCH A TION AND TO TIE //V /U LA/,)///VC;, IiUAUVVA I lU THE NORTH, SOUTH AND EAST SIDES. PLACE 0.20' MIN. TYPE A AC LEVELING COURSE AS NEEDED, NOT TO SCALE EXISTING PANAMA LANE/ MONITOR ST INTERSECTION ROADWAY SURFACE C 2 PANAMA LANE- MON/TOR STREET SECTION TIE-IN, CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT *100.00 TOP OF CURB ,a. Inn nn A EXISTING RAISED MEDIAN ISLAND WIDTH VAR/FS SFF P/AA/ FINISH ROADWAY SURFACE PROFILE GRADE LINE (PGL) HINGE POINT AT LEFT TURN POCKETS/ SEE DETAILS cV 0n A n uiA v ci ioc A I'c QvpFESS/ON F� DEAN q� REGISTERED Cl V_4..,_ N(S�INEER C 46803 * Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C/v�\_ BAKERSFIELD, CA 93,301 QF CA\�__�F REVISIONS No. DA TE BY DESCRIP TION RAI EXISTING CURB REVEAL VARIES EX. ROADWA Y SURFACE v F FINISH ROADWAY SURFACE - - - - - - - - - - - - - - - - - - - - - - - - - - - SEE PLAN FOR FINISH GRADE ELEVA TIONS PLACE 0.20' TYPE A A.C. RECORD INFORMA TION: OVER 0.80' TYPE B A.C. EXISTING ROADWAY _ NEW STREET GRADE VARIES 1.59' TO 3.59' SECTION VARIES. SEE PLACE 0.20' TYPE "A" A.C. PLANS FOR CORE OVER 0.80' TYPE "B" A.C. SECTIONS (SEE PLAN FOR LIMITS) PANAMA LANE= STA 20f35 (S. H Street) to STA 30f10 (HAMMOND WAY) REFERENCE LINE PA VIII -LIP OF GUTTER TO D) STRFFT (FAITFRI IAIF _ qFF P/ AA/C UVtK U.dU l Yl -'t tf A. U. PANAMA LANE- STA 30f 10 (HAMMOND WAY) TO STA 47f45 (MONITOR STREET) ROAD DES/GN DA TA STREET T.L R -VALUE PANAMA LANE 9.0 12 S. H STREET 8.5 43 MON/ TOR STREET 7.0 43 NOT TO SCALE Prod Ref. Panama Rehab FY 12-13 Drawn: JAF PAVEMENT REHABILITATION 2013 PHASE 2- SHEET NO. Design Eng: JAF Dote: 3/26/2013 Job No.: TJK206 Checked B�- yp n PANAMA LANE- South H St. to Monitor St. SECTIONS/DETAILS 2 of 15 V) Lu W 0 J Ll Z m 0 m 0 W F- F_ 0 a O M O 0 a M cfl M 0 N N t U a O T O '0 U) O, 3 N D 0 jC0 0 0 C 0 a I 0 N Y M / 0 0 0 I c J 0 0 C 0 Q.U d �O a` 0 a I N M 0 N I N 0 N / 0 Z W LU w Z Z W I 0 0 J / Y QRp OP COURSE SHALL BE 0.20' THICK FESS/0N�q� HINGE POINT MAX/MUM.ANY ADJUSTMENT TO PROVIDESTRR F� RIGHT GRADE SURFACE SHALL BE PLACED SEAN � � =cam PRIOR TO PLACEMENT OF TOP COURSE REGIS TERED `Cl VIL ENGINEER STRAIGHT GRADE M! C 46803 * Exp. 6-30-13 Cl TY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF BAKERSFIELD, CA 93,301 OF CA1-�F 1 REVISIONS PAVEMENT JOINTS SHALL BE i LOCATED ALONG LANE LINE(S) No. DA TE DESCRIPTION 1 / / FINAL PA VEMENT LIFT DETAIL 18' PHASE ONE VARIES PHASE TWO FINAL ROAD WA Y —' -- — _ SURFACE FINAL ROADWA Y SURFACE 0.3' MIN 16' _ FINAZ COURSE FINAL COURSE EX PHASE ONE— CONS TRUC TION NECONSTRUCTION LIMITS OF RECONSTRUCTION PHASE ONE CONSTRUCT/ON PAVEMENT L/FT DETA/L PHASE TWO CONSTRUCT/ON PAVEMENT LIFT DETAIL STREET AND OF CONSTRUCTION STREET AND OF CONSTRUCTION LIP LIP LIP STREET AND OF CONSTRUCTION 110VARIES VARIES VAR/ES VARIES LIP LIP LIP VARIES VARIES WESTBOUND EASTBOUND WESTBOUND EASTBOUND PHASE 2 PHASE 2 SOUTHBOUND NORTHBOUND CHANNELIZING /NG OE CECHANNELIZ/NG 18 � VARIES VARIES 18 RAISED . CHANNELIZING CHANIVELIZ/NC DE CE ' MIN. 12WIDE DEVICE 16 ' I MEDIAN ISLAND MIN. 12' WIDE TRAVEL LANE SEE PLAN TRAVEL LANE I 18 12' MIN 12' Min. ' MIN. 12' WIDE MIN. 12' WIDE ' EX TOP OF PA ONG �� TRAVEL LANE TRAVEL LANE I 18 CHANNELIZING' SEE PLAN �DE CE CHANNELIZING DEVICE SEE STREET PLANS FOR PAVING LIMI TS "� �.-• w.- • •' '"" � �. � PANAMA LANE: S. H ST. TO HAMMOND WAY NEW FINISH SURFACE SEE PLANS FOR LIMITS PANAMA LANE: S.H ST TO HAMMOND WAY S. H STREET NORTH AND SOUTH OF PANAMA LN. SEE PLANS FOR LIMITS SEE PLANS FOR LIMITS PHASE ONE CONSTRUCT/ON STREET AND OF CONSTRUCTION LIP � LIP LIP STREET AND OF CONSTRUCT/ON LIP STREET AND OF CONSTRUCTION VARIES VARIES VARIES VARIES LIP UP VARIES VARIES SOUTHBOUND NORTHBOUND WESTBOUND EASTBOUND WESTBOUND EASTBOUND18' Phase 2 width varies 18' CHANNELIZING CHANNELIZING VA R I E S 2 DEVICE I DEVICE 18' PHASE ' 18 12' Min. �— 12' Min. 16' PAINTED I MIN. 12' WIDE MIN. 12' WIDE18' 1 I TRAVEL LANE MEDIAN ISLAND TRAVEL LANE I 18 SEE PLAN 12' Min. 12' Min. CHANNELIZING I i CHANNELIZING DEVICE - M m I .. _ �DEV/CE CHANNELIZ/N CHANNELIZING _ I DEVICE w DEV/CE w RAISED MEDIAN ISLAND OCCURS AT m — — S. H STREET/ SOUTH OF PANAMA LANE ONLY S. H STREET NORTH AND SOUTH OF PANAMA LN PANAMA LANE: HAMMOND WAY TO MONITOR ST SEE SEE PLANS FOR LIMITS PANAMA LANE: HAMMOND WAY TO MONITOR ST PI A NIS FOR L IMI TS SEE PLANS FOR LIMITS PHASE TWO CONSTRUCT/ON PANAMA LANE CONSTRUCTION- PHASE ONE PANAMA LANE CONSTRUCTION- PHASE TWO S. H STREET CONSTRUCT/ON PHA SING Proj. Re f. Panama Rehab FY 12-13 Drawn: JA CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Design Eng: JAF PAVEMENT REHABILITATION 2013 PHASE 2= SHEET No. Date: 3/26/2013 Job No.: TJK206 Checked PANAMA LANE- South H St. to Monitor St. PHASING DETAILS 3 of 15 0 1 2 r V C, CC Cl -C C L C C z a z i -C C -C a a C C `_ C n cI c C\ V M F- 0 0 C: 0 0 c J 0 0 C 0 EL Cn U .0 0 C. a p F- 0 N I N 0 N CD Z_ w w z z W 0 0 J ER CONSTRUCT R26(CA) SIGNINSTALL R7-9 SIGN O QRpF E ss / o" q pEAN R 6" (PER MUTCD 2003 CALIFORNIA .... KNG . - R G/S TERED CIVIL ENGINEER FIGURE 3B-102) TYP. Q C 46803 PARKING .__�� y� �* WHEN HYDRANT /S WITHIN 50' OF CONSTRUCT R81(CA) SIGN Exp. 6-30-13 CURB RETURN, PLACEMENT OF FIRE TIME Bi LANECl TY OF BAKERSF/ELD Q HYDRANT MARKER AT THE SIDE 95O TRUXTUN AVENUE '9TF CI V I \- STREET SHALL BE REQUIRED.. LANE STRIPING BETWEEN LANE 1 AND LANE 2 BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCR/P TION t t FIRE HYDRANT BIKE LANE 1 LANE TWOTRAFFIC FLOW 2 LANE ONE TRAFFIC FLOW CONSTRUCT SIGN POLE CONSTRUCT SIGN POLE I ' GRID PA TTERN PER CITY STANDARD PER CITY STANDARD TITLED "MISCELLANEOUS TITLED "MISCELLANEOUS SIGN DETAIL" SIGN DETAIL " PLACEMENT OF OF FIRE N >_ HYDRANT MARKER TO BE LOCATED OUTSIDE OF LANE ONE CONFIGURATION SEE PLANSFOR SIGNAGE A LOCATIONS B CONFIGURATION J J FIRE HYDRANT MARKER L OCA TIONS BIKE SIGN DESIGNA TIONS " NOT TO SCALE 40 NOT TO SCALE EQ. EQ. s s SHARED LANE MARK/NG f LOOP /DENT/FICA TIONS ' I TYPE 'D' LOOP DETECTOR TYPE E LOOP DETECTOR FAC OF CURB DETAIL 39 - SEE PLANS FOR MODIFIED TYPE 'D' LOOP LOCA TION(S) DETECTOR (BIKE LOOP) 4 i FACE OF CURB LO STOP BAR/CROSSWALK PA YEMEN T MARKINGS PA VEMEN T MARINGS 10' (WHITE) PER STANDARD (WHI TE) PER S NDA PLAN A24A - CENTER IN PLAN A24A - CEN E IN LANE LANE 15' O RIGHT TURN ONLY LANE BIKE LANE PA YEMEN T MARKINGS PA YEMEN,T MARKINGS 10 15 THRU LANE ONL Y (WHITE) PER STANDARD (WHITE) PER ST NDA D PLAN A24C - CENTER IN PLAN A24C - DENTE [N m — LANE LANE 10 10' 10' LEFT TURN ONLY LANE DETAIL 39- � -DETA/L - 4" WIDE WHI TE „- THRU LANE 39 STRIPE -SE SEE PLANS FOR SEE PLANS FOR E PL NS THRU LANE LOCA TION(S) L OCA TION(S) FOR L OCA TION S) ECR E 6' 8' Now BIKE BIKE PARKING NOTES: PA TH �+, `�., PATH ALL BIKE LANE MARK/NGS SHALL THIS SHEET DOES NOT INCLUDE ALL STRIPING AND ALL BIKE LANE MARKINGS SHALL MARKINGS DETAILS NOTED ARE FOR CLARIFICATIONS BE CENTERED WITHIN THE BIKE �``'� BE CENTERED WITHIN THE BIKE TO STANDARD PLANS REFERENCES. LANE WI TD TH UNLESS DIRECTED .,,� LANE WI TO TH UNLESS DIRECTED BY CITY ENGINEER. BY CITY ENG/NEER. LOOPS SHALL CONFORM TO CAL TRANS SPECIFICATIONS ON COVER SHEET OF THESE PLANS BIKE LANE MARK/NG LA POUT A DJ, TO BIKE LANE MARK/NG LA YOUTTYPICAL LAYOUT OF LOOP DETECTORS A T GUTTER WITHOUT STREET PARK/NG WITH STREET PARK/NG INTERSECT/ONS NOT TO SCALE NOT TO SCALE NOT TO SCALE /N7 CITY OF BAKERSFIELD Pray Ref. Drawn: CALIFORNIA PUBLIC WORKS DEPARTMENT Panama Rehab FY 12-13 Design Eng: JAF PAVEMENT REHABILITATION 2013 PHASE 2= sHEE r No. Date: 3/26/2013 Job No.: TJK206 Checked By.;_-AjPANAMA LANE- South H St. to Monitor St. TRAFFIC DETAILS 4 of 15 0 1 2 3 COMMERCIAL/ GAS DRAINAGE OUTLET- S/PHON QRpFESS/ONS DEAN R F «. 2G CO REGISTERED CI VIL ,m NGINEER C 46803 S. H STREET Exp.6-30-13 CITY OF BAKERSFIELD �P F OA� 9501 TRUXTUN AVENUE qTF cp'\_�F BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCR/P TION TIE -INTO EXIST TNG SURFACE AND AS DIRECTED BY ENGINEER I SCALE: 1 "=20' 2 � � I � I KERN DEL TA 14 A TER DISTRICT CANAL F\Fl Mr, I (KERN / LAND PANAL) 1 PG&E STATION PROJECT LIMIT LINE CITY OF BAKERSFIELD, CALIFORNIA a 11 I i I - EX.DRAINA GE, , INLET -SIPHON 20 18" LINE TO ST A CANAL —DRIVEWAY RES/DEN TIAL I sA' A A IN ®— _ IN _ I COMMERCIAL SITE ` 4 I I I III III I I PROJECT LIMIT LINE ANE I III III 0 le TIE -INTO o EXISTINGeAPA V/NG LEGEND � DIRECTED BY ENGINEER EX SD MANHOLE 12 " DEEP PA VEMEN T REHAB/L/ TA TION (BASE BID) GENERAL NO TES . GRIND AND 2" PA VEMENT I ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST TIE—IN (BASE BID) 1 INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. THE CONTRACTOR HAS FINAL RESPONSIBILITY FOR L OCA T/NG OF U TILI T/ES IN THE FIELD. EX/ST/NG RAISED MEDIAN 2 ALL WATER MAINS W/TH/N THIS PROJECT ARE A.C. TYPE AND CONTRACTOR SHALL TAKE EXISTING TRAFFIC LOOPS ISLAND W/ CURB AND PRECAUT/ONS DURING PA WNG PROCEDURES. GUTTER ON EAST SIDE 3A L L STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED STING MANHOLE TO BE MAY 2006 AND AS NOTED /N THESE PLANS. QO ADJUSTED BY OTHERS UNLESS NOTED OTHERWISE PANAMA LANE PUBLIC WORKS DEPARTMENT Proj Ref. Panama Rehab FY 12-13 Drown: JAF Design Eng: JAF Date: 3/26/2013 Job No.: T3K206 I Checked By..Gte BASE BID PA VEMENT REHABIL ITA TION 2013 PHASE 2- PA VING- Panama Lane: S. H St. to Sta. 23+55 SHEET NO. 5OF15 0 1 2 3 Q M M 0 N N L U O N H 0) 3 04 0 0 of 0 E 0 0 a I O N Y M F- O c O O I c J O E O c 0 U O 0 A I U) / M O N I N 0 N c� z w w z 0 z w I O 0 �• PARSONS WA Y 1 ' 1 _ —'- I I SHOPPING CENTER ENTRANCE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT GENERAL NOTES: 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA TE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. THE CONTRACTOR HAS FINAL RESPONSIBILI TY FOR L OCA TING OF U TILI TIES IN THE FIELD. 2A L L WA TER MAINS Wl THIN THIS PROJECT ARE A. C. TYPE AND CONTRACTOR SHALL TAKE PRECAUTIONS DURING PAVING PROCEDURES. 3 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DATED MAY 2006 AND AS NOTED IN THESE PLANS. )j. Ref, Panama Rehab FY 12-13 Drawn: JA Design Eng: JAF te: 3/26/2013 Job No.: T3K206 Checked By„p. QRpFESS /OV q DEAN R � Z R GI S TERED C/Jll ENG NEER Q C 46803 Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE 9TF CIVIL BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION SPRINGBROOK WAY (PRI VA TE STREET) Ij I Ij 7 -A MnRII r kll c PRnPr'd? me 12' DEEP PA VEMEN T F// REHABILI TA TION (BASE BID) GRIND AND 2" PA VEMEN T TIE—IN (BASE BID) % EXISTING TRAFFIC LOOPS ❑O EXISTING MANHOLE TO BE ADJUSTED BY OTHERS UNLESS NOTED OTHERWISE BASE BID PA VEMENT REHABIL ITA TION 2013 PHASE 2- PAVING- Panama Lane- Sta 23+55 to Sta. 29+20 SCALE. • 1"=20' 0 N NN UJ �W x .-jLLJW V� 17 ? SHEET NO. 6OF15 I 1 Q Ln 0 N cD N L V O O 3 a I N r O L N Of O E O C O I (D O N Y H O C O O 2 N I C J O E O C 0 a / V O d 0) C O Q_ I 0- V) V) ct M O N I N O N 0 z w w z 0 z w I J / 9PA 0 N N �p Lu �W W� JW Ll— HAMMOND WAY I 4664 r TRACT R/W CITY OF BAKERSFIELD, CALIFORNIA PANAMA LANE PANAMA LANE Proj. Ref- Panama Rehab FY 12-13 Drawn: JA PUBLIC WORKS DEPARTMENT Design Eng: JAF Date: 3/26/2013 Job No.: TJK206 Checked By.• J, &� BLUECREEK DR. (PRI VA TO QRpFESS/ON pEAN REGI TERED CIVI ',ENGINEER � C 46803 � * Exp.6-30-13 * CITY OF BAKERSFIELD "z- 15 01 TR UX TUN AVENUE qTF CIVIL BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION BASE BID PA VEMENT REHABIL ITA TION 2013 PHASE 2: PAVING- Panama Lane- Sta 29-+20 to Sta. 39+45 Rq SCALE. • 1"-20' PA VING LEGEND 12" DEEP PA VEMEN T REHABIL I TA TION (BASE BID) GRIND AND 2" PA YEMEN T TIE-IN (BASE BID) EXISTING TRAFFIC LOOPS OD EXISTING MANHOLE TO BE ADJUSTED BY OTHERS UNLESS NOTED OTHERWISE I 75- SHEE T NO. 7 OF 15 1 2 3 a N tD M c0 M 0 N t0 N L U O T O O N N 7 H 3 u- 0 0 E c 0 a I c0 O N Y M H O c O M O 2 N I c J O E O c O a / N U N O d rn C O d I a N Lr M_ O N 1 N O N 1-1 C7 Z_ ry W W Z Z w I 0 0 i 9-4 L -j CITY OF BAKERSFIELD, CALIFORNIA PANAMA LANE PUBLIC WORKS DEPARTMENT Proj Ref.• Panama Rehab FY 12-13 Drawn: JAF Design Eng: JAF Date: 3/26/2013 Job No.: T3K206 Checked By.,�j QRpF ESS /O,v pEAN R �` ..- • .� � OHO �,�i'ji/ �� W PAVING LEGEND R G/STERED ...CIV L ENGINEER C 46803 * Exp. 6-30-13 12" DEEP PAVEMENT CITY OF BAKERSFIELD C/vi\' REHABILITATION 1509 TRUXTUN AVENUE qTF (BASE BID) BAKERSFIELD, CA 93,301 OF CALF REVISIONS GRIND AND 2" PA VEMEN T No. DA TE DESCRIP TION TIE—IN (BASE BID) SCALE. 1"=20) EXISTING TRAFFIC LOOPS O❑ EXISTING MANHOLE TO BE ADJUSTED BY OTHERS UNLESS NOTED OTHERWISE BASE BID PAVEMENT REHABIL I TA TION 2012-13 PHASE 2- PAVING- Panama Lane- Sta 39+45 to Sta 45+25 r SHEET N0. 8 OF 15 GENERAL NOTES 1 ALL UTIL I TY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES THE CONTRACTOR HAS FINAL RESPONSIBILITY FOR LOCATING OF UTILITIES IN THE FIELD. 2 ALL WATER MAINS WITHIN THIS PROJECT ARE A. C. TYPE AND CONTRACTOR SHALL TAKE PRECAUTIONS DURING PAVING PROCEDURES. 3A L L STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MAY 2006 AND AS NOTED IN THESE PLANS PANAMA LANE PUBLIC WORKS DEPARTMENT Proj Ref.• Panama Rehab FY 12-13 Drawn: JAF Design Eng: JAF Date: 3/26/2013 Job No.: T3K206 Checked By.,�j QRpF ESS /O,v pEAN R �` ..- • .� � OHO �,�i'ji/ �� W PAVING LEGEND R G/STERED ...CIV L ENGINEER C 46803 * Exp. 6-30-13 12" DEEP PAVEMENT CITY OF BAKERSFIELD C/vi\' REHABILITATION 1509 TRUXTUN AVENUE qTF (BASE BID) BAKERSFIELD, CA 93,301 OF CALF REVISIONS GRIND AND 2" PA VEMEN T No. DA TE DESCRIP TION TIE—IN (BASE BID) SCALE. 1"=20) EXISTING TRAFFIC LOOPS O❑ EXISTING MANHOLE TO BE ADJUSTED BY OTHERS UNLESS NOTED OTHERWISE BASE BID PAVEMENT REHABIL I TA TION 2012-13 PHASE 2- PAVING- Panama Lane- Sta 39+45 to Sta 45+25 r SHEET N0. 8 OF 15 12 n 00 O 6 L0 �i 0 N CO N L U L a a N H (7) 3 i N a a� a 0 c a n I O N Y M L O c O O c 0 E a c a / V) U a� 0 L_ r c a I p F_ U) ry / 0 N I N O N O Z_ ry W W Z_ Z w I 0 0 J 1-11 9-4 R/W EXISTING CURB/GUTTER AND SIDEWALK T R/W EXISTING MONITOR ST. QROFESS/pNq pEAN REGISTERED CIVIL NG fl'LER e C 46803 * Exp. 6-30-13 CITY OF BAKERSFIELD q 1501 TRUX TUN AVENUE TF OF BAKERSFIELD, CA 93301 CAS REVISIONS No. DA TE DESCRIP TION 1 / / SCALE. • 1 "=20' s 3 E PANAMA LANE I'll I I CITY OF BAKERSFIELD, CALIFORNIA t w� u 91 OH Proj Re f- Panama Rehab FY 12-13 Drawn: JA PUBLIC WORKS DEPARTMENT Design Eng: JA Dote: 3/26/2013 Job No.: TJK206 Checked By,-fl:4 R/W GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES THE CONTRACTOR HAS FINAL RESPONSIBILITY FOR LOCATING OF UTILITIES IN THE FIELD. 2A L L WATER MAINS WITHIN THIS PROJECT ARE A. C, TYPE AND CONTRACTOR SHALL TAKE PRECAUTIONS DURING PAVING PROCEDURES. 3 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DATED MAY 2006 AND AS NOTED IN THESE PLANS. .............. ........ .. Op PA V/NG LEGEND 12" DEEP PA VEMEN T REHA BILI TA TION (BASE BID) GRIND AND 2" PAVEMENT TIE—IN (BASE BID) EXISTING TRAFFIC LOOPS ❑p EXISTING MANHOLE TO BE ADJUSTED BY OTHERS UNLESS NOTED OTHERWISE BASE BID PA VEMENT REHABILITATION 2012-13 PHASE 2- PAVING- Sta 45+25 to Monitor- Dr. SHEE T NO. 9OF15 2 Q N Ln O M M O N (D N L U O T O N N 7 H Q 6d N c0 0 N N L U O T O N N 7 F— M 3 .D I N L� O -C N W O E O C O I 0 N Y to F— / 0 C O 0 Ln I c J 0 E 0 C 0 d u A! O a` o� c O a I a F— LO of / M O N I N O N 0 z w W z 0 z W I 0 0 J / Y U ti g ti� PARSONS � SVA Y CROSSWALK MARKINGS (429 LF) GENERAL NOTES 1 ALL UTILI TY LOCA TIONS SHOWN ARE APPROX/MA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. THE CONTRACTOR HAS FINAL RESPONSIBILITY FOR LOCATING OF UTILITIES IN THE FIELD. 2 ALL WATER MAINS WITHIN THIS PROJECT ARE A.C. TYPE AND CONTRACTOR SHALL TAKE PRECAUTIONS DURING PAVING PROCEDURES 3A L L STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MAY 2006 AND AS NOTED IN THESE PLANS. SIGNA GE LEGEND INSTALL SIGN POLE WITH R26(CA) OVER R81(CA) SIGNS. SEE DETAIL ON SHEET 4 i� INSTALL SIGN POLE WITH R7-9 SIGN. SEE DETAIL ON SHEET 4. SCALE: 1 "=20' QRpF E N I ON D GO REGIS TERED Cl VlL ENGINEER C 46803 * Exp.6-30-13 Cl TY OF BAKERSFIELD �P 1501 TRUX TUN A VENUE qTF CAV ��' BAKERSFIELD, CA 93301 OF CA�_\F REVISIONS No. DA TE DESCR/P TION 1 / / X27 SPR/NGBROOK DRIVE EX/ST/NG CITY OF W / , (PRI V� TO - BAKERSF/ELD SEWER EX/STING R/ W --- RAFT Ste- - - EX/ST/NG RAISED MEDIAN W/ CURB/GUTTER - -� U EXISTING CURB/GUTTER DETAIL 39 (200 LF) ? STOP BAR MARKING 4" WHl (44 LF� DETAIL 39A (151 LF(25 LF) RE -STRIPE DETAIL 39 O O A (8 LF) O 4"WHITE 44 LF) — — DETAIL 8 (199 LF) _ — — — 0 ❑O O I DETAIL 8 16 LF "O D TL 38 LF) N —26 /+ v N " I DTL 38 (114 LF) RESTRIPE �.� � DTL 38 (48 LF) DETAIL 8 RESTRIPE (289 LF) 28+36 DETAIL — — — — — — I BR DETAIL 39A RESTRIPE (83 LF) _ DETAIL 39A (36 LF) DETAIL 39 (89 LF) - - - - - - - - - - - - - - - - EXISTING CURB/GUTTER AND SIDEWALK � � � � � � � EXIST/NG CURB/G�qTER AND SIDEWALK DETAIL 8 (560 LF) A a J0 ZQ DETAIL 31 (254 LF)— _____ DETA/L 31 (63 LF) 30+45 — — — DETAIL 8 (553 LF) S DETAIL 39A (281 LF) 5107 B - - - - - EX/STING CURB/GUTTER AND SIDEWALK -- --3 " MODIFY 81�' "'0'_1""""`*l'"`J ""H' PANAMA LANE �- BASE BID � �S Proj. Ref- Panama Rehab FY 12-13 Drawn: JAF PA VEMENT REHABILITATION 2012-13 PHASE 2- SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENTDesign Eng: JAF Dote: 3/26/2013 Job No.: T3K206 Checked By._7j STRIPING: Panama Lane- Sta 23+55 to Sta. 34+45 OF 15 0 1 2 3 MARKING LEGEND SYMBOL DESCRIPTION TYPE IV ARROW (15 SF) IRIIRIIRIRIRRIHHRIRIRRIRIIIRIMIR 12" WIDE CROSSWALK MARKING t BIKE LANE AND ARROW (14 SF) A SHARED LANE MARK/NG SCALE: 1 "=20' QRpF E N I ON D GO REGIS TERED Cl VlL ENGINEER C 46803 * Exp.6-30-13 Cl TY OF BAKERSFIELD �P 1501 TRUX TUN A VENUE qTF CAV ��' BAKERSFIELD, CA 93301 OF CA�_\F REVISIONS No. DA TE DESCR/P TION 1 / / X27 SPR/NGBROOK DRIVE EX/ST/NG CITY OF W / , (PRI V� TO - BAKERSF/ELD SEWER EX/STING R/ W --- RAFT Ste- - - EX/ST/NG RAISED MEDIAN W/ CURB/GUTTER - -� U EXISTING CURB/GUTTER DETAIL 39 (200 LF) ? STOP BAR MARKING 4" WHl (44 LF� DETAIL 39A (151 LF(25 LF) RE -STRIPE DETAIL 39 O O A (8 LF) O 4"WHITE 44 LF) — — DETAIL 8 (199 LF) _ — — — 0 ❑O O I DETAIL 8 16 LF "O D TL 38 LF) N —26 /+ v N " I DTL 38 (114 LF) RESTRIPE �.� � DTL 38 (48 LF) DETAIL 8 RESTRIPE (289 LF) 28+36 DETAIL — — — — — — I BR DETAIL 39A RESTRIPE (83 LF) _ DETAIL 39A (36 LF) DETAIL 39 (89 LF) - - - - - - - - - - - - - - - - EXISTING CURB/GUTTER AND SIDEWALK � � � � � � � EXIST/NG CURB/G�qTER AND SIDEWALK DETAIL 8 (560 LF) A a J0 ZQ DETAIL 31 (254 LF)— _____ DETA/L 31 (63 LF) 30+45 — — — DETAIL 8 (553 LF) S DETAIL 39A (281 LF) 5107 B - - - - - EX/STING CURB/GUTTER AND SIDEWALK -- --3 " MODIFY 81�' "'0'_1""""`*l'"`J ""H' PANAMA LANE �- BASE BID � �S Proj. Ref- Panama Rehab FY 12-13 Drawn: JAF PA VEMENT REHABILITATION 2012-13 PHASE 2- SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENTDesign Eng: JAF Dote: 3/26/2013 Job No.: T3K206 Checked By._7j STRIPING: Panama Lane- Sta 23+55 to Sta. 34+45 OF 15 0 1 2 3 a rn It 66 N tD 0 N N L U O T 6 N N 3 3 M I N L- .C� O -C N a' 0 E O C 0 a I �o O N Y M 0 C 0 0 I C J 0 0 C 0 n U 0 o� 0 a I a / 0 N I N O N O z W LL) z 0 z w I 0 J / 04 GENERAL NOTES: ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST 1 INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. THE CONTRACTOR HAS FINAL RESPONSIBILITY FOR LOCATING OF UTILITIES IN THE FIELD. 2 ALL WATER MAINS WITHIN THIS PROJECT ARE A.C. TYPE AND CONTRACTOR SHALL TAKE PRECA U TIONS DURING PAVING PROCEDURES 3 ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MAY 2006 AND AS NOTED /N THESE PLANS SIGNAGE LEGEND ,q INSTALL SIGN POLE WITH R26(CA) OVER R81(CA) SIGNS. SEE DETAIL ON SHEET 4 (�B INSTALL SIGN POLE WITH R7-9 SIGN. �--� SEE DETAIL ON SHEET 4. MARKING LEGEND SYMBOL DESCRIPTION 4) TYPE IV ARROW (15 SF) xnmm�xuwnenanxnennnenmmi 12" WIDE CROSSWALK MARKING BIKE LANE AND ARROW (14 SF) 0�0 SHARED LANE MARKING ESS /0 DEAN R REGISTERED CI -V4 ENGINEER._ C 46803 * Exp. 6-30-13 CITY OF BAKERSFIELD q CIVIL 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CAL�F�� REVISIONS No. DA TE DESCRIP TION SCALE: 1 "=20' RESIDENTIAL � CT 00-TTRA RESIDENTIAL R/W SEX/ST/NG CONCRETE BLOCK WALL EXISTING CURB/GUTTER AND SIDEWALK �m� �� __..... ..... - - - - - - - - - - - - - - - - - - - - - - - - - DETAIL 39A (168 LF) DETAIL 39 (385 LF) ry� C�4 � N noNO N ` •� � — — — — — — — — — — — — — — — DETAIL 8 (553 LF) — — — — — — — — — — — — — (0 -wEX STR ET CROWN I'1 DETAIL 31 (158 LF) W rn — — — — — — — — — — — DETAIL 31 (318 LF) uj DETAIL 8 (553 LF) W Z (� ❑o U o N o q A') ^ DETAIL 39 (202 LF) DETAIL 38A (138 LF) I K L ItI� AmaA-V Q _ oN Y) DETAIL, 9 (12 L) ^ _ _ _ _ _ _ _ _ _ _ 3 1 F ♦ 34 LF EX/STING CURB%GUTTER NV-=WAL EX/STING CONCRETE WAL R/W RESIDENT/AL C I 4831 + ACT 4831 RESIDENTIAL TRA TR FINCH WA Y PANAMA LANE - ti� Wo EXISTING CONCRETE BLOCK WALL ♦ EXISTING CURB/GUTTER AND SIDEWALK O EX/ST/NG CUR*GUT1®ND SIDEWALK ... �._:.„ _,•.,jam ........... DETAIL 39 (510 LF) v! Q, �` M fl ;\ DETAIL 8 (510 LF)uj W N W — EX STREET DETAIL 31 (510 LF) I I \ - — — — — — — — — — — — _ — — — —DETAIL 8 (510 LF) CURB ANGLE POINT N DETAIL 39 (510 LF) EX. C/G4ND , SIDEWALK _CURB/GUT7FR ANO-StDFWALA--�- � R/W — �~ PANAMA LANE BASE BID Proj Ref.- Panama Reh.ob FY 12-13 Drawn: JA PA VEMENT REHABILITA TION 2012-13 PHASE 0: CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Design Eng: JAF STRIP/NG- Panama Lane- STA 34+45 to Sta. 45+10 Dote: 3/26/2013 Job No.: T3K206 Checked By_' -6/-5/15- M0QlrY BIKE I-AX1E WiDrgS l r% SHEE T NO. 12 OF 15 SIGNAGE LEGEND ryINSTALL SIGN POLE WITH R26(CA) OVER R81(CA) SIGNS. SEE DETAIL ON SHEE T 4 Ir N� INSTALL SIGN POLE WITH R7-9 SIGN. t�B f SEE DETAIL ON SHEET 4. GENERAL NOTES SYMBOL 1 ALL UTILI TY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES THE CONTRACTOR HAS FINAL RESPONSIBILITY FOR LOCATING OF UTILITIES IN THE FIELD. 2A L L WA TER MAINS W1 THIN THIS PROJECT ARE A. C. TYPE AND CONTRACTOR SHALL TAKE PRECAUTIONS DURING PAVING PROCEDURES. 12" WIDE CROSSWALK MARKING 3A L L STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MAY 2006 AND AS NOTED IN THESE PLANS. BIKE LANE AND ARROW (14 SF) A SIGNAGE LEGEND ryINSTALL SIGN POLE WITH R26(CA) OVER R81(CA) SIGNS. SEE DETAIL ON SHEE T 4 Ir N� INSTALL SIGN POLE WITH R7-9 SIGN. t�B f SEE DETAIL ON SHEET 4. MARKINGLEGEND SYMBOL DESCRIPTION TYPE IV ARROW (15 SF) NIIlnlgll�llNll�llNll�llnll119111 12" WIDE CROSSWALK MARKING BIKE LANE AND ARROW (14 SF) A SHARED LANE MARKING SIGNAGE LEGEND ryINSTALL SIGN POLE WITH R26(CA) OVER R81(CA) SIGNS. SEE DETAIL ON SHEE T 4 Ir N� INSTALL SIGN POLE WITH R7-9 SIGN. t�B f SEE DETAIL ON SHEET 4. a rn 00 N t0 M 0 N tD N t U 0 0 N N 3 H 3 M i r 0 t a� Of 0 E 0 c 0 a I tD O N Y / 0 0 M 0 x I J O E 0 c O a U A 0 6 I CL Ln / M O N I N 0 N / C.7 Z Ix w w Z Z w I 0 0 02 COMMERCIAL/ GAS DRAINAGE OUTLE SIPHON _-�FO PG&E STA TION Ei S. H ` :_EE TIE -INTO EX/SITNG SURFACE AND AS DIRECTED BY ENG/NEER is I I CITY OF BAKERSFIELD, CALIFORNIA 6 I - PROJECT LIMIT LINE EX SO MANHOLE PUBLIC WORKS DEPARTMENT RES/DEN TIAL GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. THE CONTRACTOR HAS FINAL RESPONSIBILITY FOR LOCATING OF UTILITIES IN THE FIELD. 2 ALL WA TER MAINS WITHIN THIS PROJECT ARE A.C. TYPE AND CONTRACTOR SHALL TAKE PRECAUTIONS DURING PAVING PROCEDURES. 3 ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MAY 2006 AND AS NOTED IN THESE PLANS M SCALE. • 1 "=20' QRpFESSIONq pEAN • CO REGIS TERED'1�IV/L�)ENGINEER Q C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD `P�q CIVIL 1501 TRUXTUN AVENUE TF OF vl\- � BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCR/P TION 1 � � 271 U) ' WZ )' WIDE BOX I U` \ THIN PANAMA OF WAY LIMITS - --- - -- -- T EX/STING 10"A foRA/SED MEDIAN ISLAND _ ( , �.... µ 214L ( PRO IT CTE TING TRAFFIC ❑ L007S /N PLACE 21 U T- -."..� COMMERCIAL SITE Q CTOC -T AAnOAMPH IAA TIE-IN AND MATCH EXISTING PAVING SURFACE EX/STING ROADWAY SECTION I enniTnic- A/ Tr_0A/ATr a. n � irrcc i CENTERLINE I SOU THBOUND/ NORTHBOUND TRAFFIC RA.S� F Rln—I TIE-IN TO FULL DEPTH RECONSTRUCTION SOUTH H STREET CROSS SECT/ON Proj. Ref: Panama Rehab FY 12-13 Drown: JAF Design Eng: JAF Date: 3/26/2013 Job No.: T3K206 Checked By-'10- OF EX ANS NOT TO SCALE ADDITIVE AL TERNA TE NO. I PA VEMENT REHABIL ITA TION 2013 PHASE 2= PAVING- Panama Lane- S. H St. to Sta. 23+55 SHEE T NO. 14 OF 15 0 1 2 3 LEGEND MIN. 0.20' GRIND. PLACE A 0.20' EZA TYPE A A.C. OVER A.0 LEVELING COURSE. PA YEMEN T RECONSTRUCTION (AL TERNA TE NO. 1) PA VEMENT RECONSTRUCTION (BASE BID) EXISTING TRAFFIC LOOPS D U) ' WZ )' WIDE BOX I U` \ THIN PANAMA OF WAY LIMITS - --- - -- -- T EX/STING 10"A foRA/SED MEDIAN ISLAND _ ( , �.... µ 214L ( PRO IT CTE TING TRAFFIC ❑ L007S /N PLACE 21 U T- -."..� COMMERCIAL SITE Q CTOC -T AAnOAMPH IAA TIE-IN AND MATCH EXISTING PAVING SURFACE EX/STING ROADWAY SECTION I enniTnic- A/ Tr_0A/ATr a. n � irrcc i CENTERLINE I SOU THBOUND/ NORTHBOUND TRAFFIC RA.S� F Rln—I TIE-IN TO FULL DEPTH RECONSTRUCTION SOUTH H STREET CROSS SECT/ON Proj. Ref: Panama Rehab FY 12-13 Drown: JAF Design Eng: JAF Date: 3/26/2013 Job No.: T3K206 Checked By-'10- OF EX ANS NOT TO SCALE ADDITIVE AL TERNA TE NO. I PA VEMENT REHABIL ITA TION 2013 PHASE 2= PAVING- Panama Lane- S. H St. to Sta. 23+55 SHEE T NO. 14 OF 15 0 1 2 3 I QRpFESS/o/v I ��O DEAN R �. I I ) o q :.!ff lEGIST RED 47217 L., ENGINEER C 46803 Exp. 6-30-13 I CITY OF BAKERSFIELD �P = I 1501 TRUXTUN AVENUE 9T Cl 0- BAKERSFIELD, CA 93301 F OF Cp'\_ REVISIONS No. DA TE DESCRIP TION I Q REFRESH ALL STRIPING 50 BEYOND PAVING Ll LLI o I Lcls LIMITS AS SHOWN OR AS DIRECTED BY ENGINEER. g — SCALE: 1 "=20' 2 / / I o � O�g O O J 0 o I Q QI I COMMERCIAL/ GAS DRAINAGE OUTLET- SIPHON _T CANAL L _ DR EWA Y RESIDEN TIAL . — _ _ _ x X - ---- �� _ �� _ _ -----------_--r�-,_._...._.....-___._...,_.._...-___-_____.._...._____ ___....._..___ZJ __ DTL 39 (50 LF) I O T— — 6J2U DTL 9 (50 LF) DETAIL 8 (266 LF � O � J, L) I — — — — — — — — — — ) 6J2L I "O DETAIL 8 (264 LF) ^ 0 DTL 9 (50 LF) I 12 MARKING (WHITE) 4 SOLID STRIPE (WHIT , 50 L) (719 LF) 0 LO I06J3U I �. wN19 DTL 21 (50 LF) L4 4W_ 20 00 4 — — — 5J1U — — Tf N N '. I 2F 04 N SEE SHEET 10 FOR BASE W — — — 214E I I �, I EXISTING „-M.. A � RAISED MEDIAN ISLAND ro STRIPING PLAN _. ..._ —mm.— ' v J Ln I 21JL 1uj -� I PROTECTFXIjINEGETRAEFFEICE— Cn J —� ❑O N I L00 S IN PLACE rWr^ vJ �2 E-E_= I - U AAd! I y 1' �� `"'. +...... ....__ — ....... _ — — �..... — — — _.. ....._ —_ — — — — —_ ..— ... ® - ...�_.. ....... ..aa.,.,s,-"` .._._. .... ",. .....M .......• L PG&E STA T/ON + 11 11 12' I COMMERCIAL SITE E O o Q o 4 0 14 I 13' 12' N O I p � I I 1-11 9 10110 JD GENERAL NOTES .1 O a (0 O ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST in in V. t�. I = 1 INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. THE CONTRACTOR HAS FINAL I I J SIGMA GE LEGEND RESPONSIBILITY FOR LOCATING OF UTILITIES IN THE FIELD. oLZI 11 C 2 ALL WATER MAINS WITHIN THIS PROJECT ARE A.C. TYPE AND CONTRACTOR SHALL TAKE z rn ao I INSTALL SIGN POLE WITH R26 CA o PRECAUTIONS DURING PAV/NG PROCEDURES I l,A� R26(CA) OVER RBI(CA) SIGNS. SEE DETAIL 0 3 ALL STR/PING AND PA VEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED z ON SHEET 4 j MAY 2006 AND AS NOTED IN THESE PLANS o 0 00 ~ I °j I '~� INSTALL SIGN POLE WITH R7-9 SIGN. `B) SEE DETAIL ON SHEET 4, o, o O a I I I I I M 0 04 C I I of I I uiZ w 0 PANAMA LANE-S. H STREET TO STA 23+55 f J Y ADDITIVE ALTERNATE NO. 1 l �7 Proj Ref. Panama Rehab FY 12-13 Drawn: JA PAVEMENT REHABILITATION 2012-13 PHASE 2- SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Design Eng: JAF STRIPING" Panama Lane- S. H St. to Sta. 23+55 15 OF 15 Dote: 3/26/2013 Job No.: T3K206 Checked By;..7M 0 1 2 3 MARKING LEGEND SYMBOL DESCRIPTION TYPE IV ARROW (15 SF) nnrnmrnrurnmrimrnwwa. 12" WIDE CROSSWALK MARKING BIKE LANE AND ARROW (14 SF) A SHARED LANE MARK/NG