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HomeMy WebLinkAbout6.1-1757 Record DrawingSHEE T 1 SHEE T 2 SHEE T 3 SHEE T 4 SHEET 5 SHEET 6 SHEET 7 SHEE T 8 SHEE T 9 SHEET 10 SHEET 11 SHEE T 12 SHEET 13 SHEET 14 SHEET 15 LIST OF DRAWINGS TI TL E SHEET DETAILS & SECTIONS PHASING DETAILS TRAFFIC DETAILS CITY OO F BA : ERSFIELD 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 C W M (BASE BID) PA VING PLANS PANAMA LANE: STA 23+55 TO 34+45 (BASE BID) PA.VIIVG 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 LOCATED IN A LAMPHOLE AT THE CENTERLINE IN TERSEC TION OF PANAMA LANE AND MONITOR S TREE T , WAS USED AS THE BENCHMARK FOR THIS PROJECT. THE ELEVATION IS 362.53' (NA VD 83) BASIS OF BEARING THE CEN TERL INE OF PA NA MA L ANE BE T WEEN THE MONUMEN T A T SOU TH 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 '59 "E, A DISTANCE OF 2782.74' CITY STANDARDS ST -16, ST -21, SW -3, SW -6, T-19 STATE STANDARDS A 10A, A 10B, A20A, A20B, A20D, A24A, A24C, A24D, A24E, ES -1A, ES -1B, ES -5A, ES -5B NO TE: ALL REFERENCES TO "CLASS B CONCRETE" SHALL BE REPLACED WI TH "CLASS 3 CONCRETE" AS DEFINED IN THE CAL TRANS STANDARD SPECIFICATIONS MAY 2006, EDITION. ALL REFERENCES TO "CLASS A CONCRETE" SHALL BE REPL A CED WITH "CLASS 2 CONCRETE" As DEFINED IN THE CAL TRANS ' STANDARD SPECIFICATIONS MAY 2006, EDITION. CONVENTIONAL SYMBOLS --------EASEMENT -- -- RIGH T- OF- WA Y CEN TERL INE RAILROAD TRACKS X CHAIN LINK FENCE _ = _ = = = EXIST. CURB & GUTTER ------------------------------ EXIST A.C. FLOWLINE ---���--------4A--------/// EXIST. EDGE OF PA VEMENT GUARD RAIL IMPRO VEMEN TS UTILITY SYMBOLS AMP m 2J 2013 PANAMA LA S. H STREET TO MON/TOR STREET FEDERAL PROJECT NO. STPLm5lna (793) ❑ FUTURE MONUMENT 0-� STREET LIGHT W/MAST ARM f AUTO SCOPE C.O. S �£.L. STREET LIGHT CLEAN OUT Q PRE-EMPTION DEVICE LOCATION MAP NOT TO SCALE BASE BID FINAL PAY QUANTITIES NOT TO BE USED FOR BIDDING PURPOSES W EXIST WA TER LINE — s EXIST SEWER LINE C G EXIST GAS LINE — SD EXIST STORM DRAIN SF 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 Fo-1 MANHOLE o►H. FIRE HYDRANT G.M. GAS METER P.P. --i- POWER POLE C W M WATER METER G.V. GAS VALVE DQ EJ EXISTING MONUMEN T W.V. N WATER VALVE BENCHMARK AMP m 2J 2013 PANAMA LA S. H STREET TO MON/TOR STREET FEDERAL PROJECT NO. STPLm5lna (793) ❑ FUTURE MONUMENT 0-� STREET LIGHT W/MAST ARM f AUTO SCOPE C.O. S �£.L. STREET LIGHT CLEAN OUT Q PRE-EMPTION DEVICE LOCATION MAP NOT TO SCALE BASE BID FINAL PAY QUANTITIES NOT TO BE USED FOR BIDDING PURPOSES I TEM ESTIMA TED QUANTITY UNI T 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 COB Project No.: T31<206 File Path: K:\LDD-ENGINEERING\2012-2013\RSTP— Paving Projects\Panama Ln—S H to Monitor File Name: T31<206—Panama Rehab FY 12-13.dwg PROJECT LENGTH o0ESSio/v OEANrri Rq� Fac C 46803 * Exp. 6-30-13 C I V i \- OF CAO 0.50 MILES CY) 0 a CNH U) 0 .E 0 0 Uj ai c E [L a� n T- o CN C co c a3 E 0 L'L I C! MATCH FINAL RECONSTRUCTION SURFACE WITH EXISTING ROADWAY NO TE: EXISTING RECORDS INDICATE TOP OF WESTBOUND TRAFFIC I EASTBOUND TRAFFIC BOX CUL VER T IS OU TSIDE THE STREET PA VING SECTION. CARE SHALL BE TAKEN DURING LEFT TURN PROJECT OPERATIONS SO AS NOT TO DAMAGE POCKET SLOPE EXISTING BOX CULVERT PROTECT /N PLACEOPE -� --------------M--------•.-�-- SL __ EX. MEDIAN CURBS - --------------------------- -„.,----------------- - - - - .- .,..„ - - - - ------------------------------- .------.*--..,,.----- --- --_ TOP OF EXISTING CONCRETE CANAL ----- WATER FLOW BOX CULVERT (SEE PLAN VIEW) PANAMA LANE- STREET SECTION AT BOX CULVERT STREET RECONSTRUCTION LIMITS TIE -INTO EXISTING ROA DWA Y AS DIRECTED BY ENGINEER > NEEDED TO MA TCH "A TION AND TO TIE ,,.,,, L,,,.J,,,VV ,,,,,,LJvvrlI 10 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 ROAD WA Y SURFACE FINISH ROAD WA Y SURFACE LIP OF EX CURB *100.00 TDP OF CURB * 100.00 A. C. PROFILE GRADE LINE (PGL) HINGE POINT AT LEFT TURN POCKETS/ SEE DETAILS EX. ROADWAY SURFACE =7R"ATGHi GRA7'� f QRpF E SS I `*► ��Rc�c��o OF -AN O r� REGI S TERED N I N ER C 46803 ,k Exp. 6-30-13 Cl TY OF BAKERSFIELD 1501 TRUXTUN AVENUE -9 CIVIL BAKERSFIELD, CA 93301 TF OF REVISIONS No. DA TE B Y I DESCRIP TION E EXISTING RAISED EXISTING CURB MEDIAN ISLAND WIDTH REVEAL VARIES VARIES SEE PLAN ** EX. ROADWAY SURFACE FINISH ROAD WA Y SURFACE _ - - - - - - - - - r *RECORDS INDICA TE FULL DEPTH € SEE NOTE THIS - a STRAIGHT GRADES MED/AN CURBS ON BOTH SIDE OF I SHEET MEDIAN ISLAND. PROTECT /N PLACE REGARDING MEDIAN CURBS r * 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 VIA -LIP OF GUTTER TO Dt L- STPFF T (.'FN TFRI INF - SFF P1 A N S UVLM U. dU l rPt d A. U. PANAMA LANE STA 30+10 (HA MWOND 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 MONITOR STREET 7.0 43 C .- PANAMA LANE- MONITOR STREET SECTION TIE -IAV 2 l NOT TO SCALE l Proj. Ref. Panama Rehab FY 12-13 Drawn: JAF PA VEMENT REHABILITA TION 2013 PHASE 2- SHEET No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Design Eng: JAF t Monitor St. SECTIONS DETAILS 2 of 75 Date. 3/26/2013 Job No.: TJK206 Checked By. PANAMA LANE- South H St to I --7 0 1 2 3 gq I HINGE POINT TOP COURSE SHALL BE 0.20' THICK O QROFES MAXIMUM ANY ADJUSTMENT TO PROVIDE�`' o DRq F STRAIGHT GRADE SURFACE SHALL BE PLACED EAN , PRIOR TO PLACEMENT OF TOP COURSE Z STRAIGHT GRADE REGIS TERED V!L ENGINEER C 46803 * Exp. 6-30-13 Cl TY OF BAKERSFIELD 1501 TRUX TUN A VENUE qTF C/VEL BAKERSFIELD, CA 93301 OF CZ\F PA VEMENT JOINTS SHALL BE REvisiows LOCATED ALONG LANE LINE(S) No. DATE DESCRIPTION E FINA L PA VEMEN T L IF T DE TA IL 2 18' PHASE ONE VARIES PHASE TWO FINAL ROADWAY SURFACE MIN _ FINAL ROADWAY SURFACE 0 F/NAL COURSE FINAL COURSE — EX PHASE ONE- CONS NE CONSTRUCT/ON LIMI IS OF RECONSTRUCTION I I � i i PHASE ONE CONSTRUCT/ON PA VEMENT L/F'T DETA/L PHASE TWO CONSTRUCT/ON PAVEMENT LIFT DETAIL LIP STREET AND � OF CONSTRUCTION STREET AND � OF CONSTRUCTION _ VARIES VARIES Ll P LIP VARIES VARIES LIP LIP STREET AND OF CONSTRUCTION VARIES VARIES LIP WESTBOUND EASTBOUND WESTBOUND i EASTBOUND PHASE 2 PHASE 2 SOUTHBOUND NORTHBOUND DE CHANNELIZING CHANNELIZING VARIES VARIES VICE DEVICE 18 18' CHANNELIZING CHANNELIZING DEVICE RAISED DEVICE 16' MIN. 12' WIDE MEDIAN ISLAND MIN. 12' WIDE ' TRAVEL LANE SEE PLAN TRAVEL LANE' I 18 12' MIN 12' Min. EX TOP OF PAVING 16' � MIN. 12' WIDE MIN. 12' WIDE I 18' TRAVEL LANE TRAVEL LANE CHANNELIZING SEE PLAN CHANNELIZING _ Z' DEVICE •..._.......w.. -.,.m.,. .""'-^.- �-""""`"'~.,•„� ! . w.. •, - m.. SEE STREET PLANS €_ --- _ NEW FINISH SURFACE FOR PA VING LIMI IS PANAMA LANE: S. H ST. TO HAMMOND WAY SEE PLANS FOR LIMITS PANAMA LANE: S.H ST TO HAMMOND WAY S. H STREET NORTH AND SOUTH OF PANAMA LN. SEE PLANS FOR L //W/ TS SEE PLANS FOR LIMITS PHASE ONE CONSTRUCTION STREET AND OF CONSTRUCTION LIP LIP STREET AND OF CONSTRUCTION VARIES VARIES LIP VARIES VAR/ES LIP STREET AND OF CONSTRUCTION LIP VARIES VARIES LIP SOUTHBOUND NORTHBOUND WESTBOUND EASTBOUND WESTBOUND EASTBOUND 18' Phase 2 width varies 18' CHANNELIZING CHANNELIZING PHASE 2 VARIES DEVICE DEVICE 18, TED 18' 12' Min. I+�— 12' Min. ' WIDE PAIN 16 (' MIN. 12MEDIAN ISLAND MIN. 12' WIDE I 18' TRAVEL LANE SEE PLAN TRAVEL LANE 12' Min. 12' Min. CHANNEL/ZING _. CHANNELIZING �-+�— DEWS µ µ _ N •.._ _ DEVICE Am CHANNELIZING—, i CHANNELIZING RAISED MEDIAN ISLAND OCCURS+ AT M - - w - m m „ µ -• ' `" w S. H STREET/ SOUTH OF PANAMA LANE ONLY ; PANAMA LANE: HAMMOND WAY TO MONITOR ST T S. H STREET NORTH AND SOUTH OF PANAMA LN SEEPLAN-'� FOR LIMITS E PLANS FOR LIMITS PANAMA LA E: HAMMOND WAY TO MONITOR ST SEE PLANS FOR LIMITS PHASE TWO CONSTRUCTION 75 PANAMA LANE CONSTRUCT/ON- PHASE ONE PANAMA LANE CONSTRUCTION- PHASE TWO S. H STREET CONSTRUCT/ON PHA SING I CITY OF BAKERSFIELD CALIFORI!ll PUBLI Proj Ref. Panama Rehab FY 12-13 Drawn: JAF PAVEMENT REHABILITATION 20'.13 PHASE 2- SHEET NO. A C WORKS DEPARTMENT Design Eng: JAF Date: 3/26/2013 Job No.: T3K206 checked By,4AM PANAMA LANE- South H St, to Monitor St. PHASING DETAILS 3 OF 15 0 1 2 3 n a DETAIL 39- a SEE PLANS FOR E LOCA TION(S) a c n WHEN HYDRANT IS WITHIN 50' OF CURB RETURN, PLACEMENT OF FIRE HYDRANT MARKER A T THE SIDE STREET SHALL BE REQUIRED. . TRAFFIC FLOW 6" (PER MUTCD 200J CALIFORNIA SUPPLEMENT FIGURE 3B-102) TYP. LANE STRIPING BETWEEN LANE 1 AND LANE 2 t � -FIRE HYDRANT —. LANE TWO TRAFFIC FLOW LANE ONE PLACEMENT OF OF FIRE HYDRANT MARKER TO BE LOCA TED OUTSIDE OF LANE ONE FIRE HYDRANT MARKER LOCATIONS NOT TO SCALE 0 N FAC OF CURB rl. L o PA VEMEN T MARKINGS :E I (WHITE) PER STANDARD ° PLAN A24A - CENTER IN LANE PA VEMEN T MARKINGS (WHITE) PER STANDARD a PLAN A24C - CENTER IN E LANE a 10 1' c a U DETAIL 39 - SEE PLANS FOR L OCA TION(S) c 01 nI BIKE PATH ry / ALL BIKE LANE MARKINGS SHALL BE CENTERED WITHIN THE BIKE o LANE WITD TH UNLESS DIRECTED BY CITY ENGINEER. N 0 N CD Z Cy W W z BIKE LANE MARKING LA YOUTADJ. TO GUTTER WITHOUT STREET 0 PUj ARK/NG J NOT TO SCALE CRY OF BAKERSFIELD, CALIFORNIA 0 DETAIL 39- --� SEE PLANS FOR LOCA TION(S) BIKE PA TH ALL BIKE LANE MARKINGS SHALL BE CENTERED WI THIN THE BIKE LANE W1 TD TH UNLESS DIRECTED BY CITY ENGINEER. GI CONFIGURATION V POLE )ARD ANEOUS INSTALL R7-9 SIGN F_'] SEE PLANS FOR SIGNAGE L OCA TIONS BIKE SIGN DES/GNAT/ONS PA VEMEN T MARINGS I (WHITE) PER .!5;NDA !� PLAN A24A -' CEN 7N IN LANE PA VEMEN T MARKINGS (WHITE) PER 'kNTE-t DANN PLAN A24C - LANE F 4" WIDE WHI STRIPE -SEE FOR LOCA TIC FACE OF CURB BIKE LANE MARKING LA POUT WITH STREET PARKING NOT TO SCALE Pro j Re f.• PUBLIC WORKS DEPARTMENT Panama Rehab FY 12-13 I Date: 3/26/2013 NOT TO SCALE B1 CONFIGURATION QRpFESS/0Nq F� DEAN co R GISTERED QVILI ENGINEER C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD s� 9507 TRUXTUN A VENUE qTF Cl 0- BAKERSFIELD, CA 93,301 OF CP,\ - REVISIONS DA TE DESCRIP TION I" GRID PATTERN SHARED LANE MARKING LOOP /DENTIF/CA TIONS 0 TYPE 'D' LOOP DETECTOR 0 TYPE 'E' LOOP DETECTOR MODIFIED TYPE 'D' LOOP DE TEC TOR (BIKE LOOP) RIGHT TURN ONLY LANE BIKE LANE THRU LANE ONLY _EFT TURN ONL Y LANE THRU LANE THRU LANE CLUDE ALL STRIPING AND �D ARE FOR CLARIFICA TIONS TO STANDARD PLANS REFERENCES. LOOPS SHALL CONFORM TO CAL TRANS SPECIFICATIONS ON COVER SHEET OF THESE PLANS TYPICA L LA YO U T OF L OOP DE TEC TORS A T INTERSECTIONS -A NOT TO SCALE Drawn: Design Eng: PAVEMENT REHABILITA TION 2013 PHASE 2- JAF Job No.: T3K206 checked By. PANAMA LANE- South H St. to Monitor St. TRAFFIC DETAILS -% 175'7 SHEET NO. 4 OF 15 COMMERCIAL/ GAS DRAINAGE OUTLET - SIPHON -- QRpFESS/pN OEAN q� < REGISTERED I Vl LN 1 NEER Q 0 46803 S. H STREET * Exp. 6-30-13 CITY OF BAKERSFIELD T 1501 TRUX TUN AVENUE q F FI CNO BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCR/P TION TIE -INTO EXIS/TNG SURFACE AND AS DIRECTED BY ENGINEER i SCALE: 1 "=20' i I KERN DEL TA W A TER DISTRICT CANAL KERN ) LAND ANAL) EX. DRAINAG INLET -SIPHON 20 18" LINE TO ST v 11 Ef PG&E STA TION PROJECT LIMIT LINE PANAMA LANE Y CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT I a 9 DRI VEWA Y RESIDENTIAL --- illliiiiiiivuw� SOIL S SAMPLE C- lb Fj F, --tea_ ___ �� -- _ _- -- T Z EX SD MANHOLE GENERAL NOTES 1 ALL UTILITY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. THE CONTRACTOR HAS FINAL RESPONSIB/LI TY FOR LOCA TING OF UTILI TIES IN THE FIELD. 2A L L WA TER 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. oj. Ref.• Panama Rehab FY 12-13 Drown: JAF Design Eng: JAF rte: 3/26/2013 Job No.: TJK206 Checked By, $M PA VING LEGEND 12" DEEP PAVEMENT REHAB/LI TA TION (BA SE 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 PAVEMENT REHABILITATION 2013 PHASE 2= PAVING- Panama Lane S. H St. to Sta. 23+55 i%S � SHEET NO. 5 OF 15 i. PARSONS WA Y SHOPPING CENTER ENTRANCE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT GENERAL NOTES 1 ALL UT/LI TY LOCA TIONS SHOWN ARE APPR OXIMA TE ONL Y, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTIL I TY COMPANIES THE CONTRACTOR HAS FINAL RESPONSIBILITY FOR LOCATING OF UTILITIES IN THE FIELD. 2A L L WA TER 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 /N THESE PLANS )j Ref* Panama Rehab FY 12-13 Drawn: JAF Design Eng: JAF te: 3/26/2013 Job No.: T3K206 JChecked By REGIS TER Q�OFESS/ON DEAN �,/g ENG EER C 46803 Exp, 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF Ol I\- BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION SPRINGBROOK WAY (PRI VA TE STREET) i, T� M0PIl F 14 4YF PROPFI ? 7IFS rA Vin►t,a Lt:UL=NU 12 " DEEP PA VEMEN T RENABIL I TA TION (BASE BID) F777qGRIND AND 2" PA VEMEN T TIE—IN (BASE BID) BASE BID PA VEMENT REHABILITA TION 2013 PHASE 2- PAVING= Panama Lane- Sta 23+55 to Sta. 29+20 Rq N SCALE: 1"-20' J- I75 SHEET NO. 6OF15 EXISTING TRAFFIC LOOPS OQ EXISTING MANHOLE TO BE ADJUSTED BY OTHERS UNLESS NOTED OTHERWISE BASE BID PA VEMENT REHABILITA TION 2013 PHASE 2- PAVING= Panama Lane- Sta 23+55 to Sta. 29+20 Rq N SCALE: 1"-20' J- I75 SHEET NO. 6OF15 rn 3 i N u- 0 0 E 0 C 0 i 0 0 N Y F -- L O C O O N C J E 0 0 U O a` 0� c 0 a 1 a V) a / M O N 1 N O N O Z W W Z 0 Z w I 0 J / O N N� QW �W W� JW Z� 446 'ED -Cl VI L) ENGINEER BA KERSFI EL D /X TUN A VENUE 7ELD, CA 93309 QRpFESS/ON pEAN Z Lu rn C 46803 * Exp, 6-30-13 C 1 V 1 - OF CAL REVISIONS TE I DE -SCRIP TION SCALE: 1 "=20' PA VING LEGEND 12 " DEEP PA YEMEN T REHABILI TA TION (BASE BID) GRIND AND 2" PA YEMEN T F77,71 TIE-IN (BASE BID) W (rj CITY OF BAKERSFIELD, CALIFORNIA PANAMA LANE Proj Ref.- Panama Rehab FY 12-13 Drown: 1A PUBLIC WORKS DEPARTMENT Design Eng: JAF Date: 3/26/2013 Job No.: T3K206 Checked By. -.4W PA VEMENT REHABIL ITA TION 2013 PHASE 2- PAVING- Panama Lane- Sta 29+20 to Sta. 39+45 < > % EXISTING TRAFFIC LOOPS on EXISTING MANHOLE TO BE ADJUSTED BY OTHERS UNLESS NOTED OTHERWISE SHEET NO. 7 OF 15 0 1 2 3 L-1 CITY OF BAKERSFIELD, CALIFORNIA 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 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. PA/VAMA LADE Proi. Ref.• PUBLIC WORKS DEPARTMENT _..._ Dote: 3/26 oma Rehab FY 12-13 #Design awn: JAF Eng: JAF 013 Job No.: TJK20ecked Bv- 4h&g PA VING LEGEND EEI12" DEEP PA VEMENT REHABILI TA TION (BASE BID) GRIND AND 2" PA VEMEN T TIE—IN (BASE BID) EXISTING TRAFFIC LOOPS QO EXISTING MANHOLE TO BE ADJUSTED BY OTHERS UNLESS NOTED OTHERWISE SCALE: 1"--20' I S TERE 4RpFESS/ON DEAN CID 'I V L EN GI EER 11 C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD CI vi\' 9501 TRUXTUN AVENUE qTF BAKERSFIELD, CA 93301 OF CA�\F REVISIONS No. DA TE DESCRIP TION BASE BID PAVEMENT REHABILITATION 2012-13 PHASE 2- PAVING: Panama Lane- Sta 39+45 to Sta 45+25 p p rs, SHEET NO. 8 OF 15 oo r J o v1 � y N N UJ U o [(� W GN "J •. a W Z�[E -7 U (O Z .C. R • N 1 F�. .50' N M/X RfE -- -_ EXiST/A 0 _w_ EXISTING LA I R/W EXISTING ONCRETE BLOCK WALL (o ■ 0 N Y M L O C O PANAMA LAS Cn J a a C a / V) U N 0 a. / o N I N 0 N C7 Z_ W W Z_ 0 Z W Y I CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Pro : Re f- Panama Rehab FY 12- I3 Drawn: JAF Design Eng: JAF Date: 3/26/2013 Job No.: T3K206 Checked B,,;,,,q. 50 0 0 __.._.___.------ fr,'5777IVG'"ZAND'S� Pt PA �o_. � � _ �_ _. W OH 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 RESPONS/B/LI TY FOR LOCA TING OF UTILI TIES IN THE FIELD. 2 ALL WATER MAINS WITHIN THIS PROJECT ARE A. C. TYPE AND CONTRACTOR SHALL TAKE PRECAUTIONS DURING PA V/NG PROCEDURES 3A L L STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MA Y 2006 AND AS NOTED IN THESE PLANS PA VING LEGEND 7 /7] 12" DEEP PA VEMEN T RENA BILI TA TION (BASE BID) BASE BID PAVEMENT REHABILITATION 2012-13 PHASE 2: PAVING- Sta 45+25 to Monitor Dr. GRIND AND 2" PA YEMEN T TIE-IN (BASE BID) EXISTING TRAFFIC LOOPS EXISTING MANHOLE TO BE ADJUSTED BY OTHERS UNLESS NOTED OTHERWISE lr7s SHEET N0. 90F 15 INA Y' a rn �r 00 N M O N N AzU T Cm O 'D N N 7 F— 3 K2 1 U- 0 ty a� 0 0 0 o_ I 10 0 N Y O C O 0 V) I C J 0 0 C a i U O a rn 0 a I a i 0 N 1 N O 5-1 0 z x w W z z W I 0 4 i Y PARSONS yV Y 0 SIGNA GjE LEGEND A INSTALL SIGN POLE WITH R26(CA) OVER R81(CA) SIGNS. SEE DETAIL ON SHEE T 4 (� INSTALL SIGN POLE WITH R7-9 SIGN. SEE DETAIL ON SHEET 4. MARKING LEGEND GENERAL NOTES DESCRIPTION 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. REPRESENT THE BEST THE CONTRACTOR HAS FINAL RESPONS/B/L/ TY FOR LOCA TING OF UTILI TIES IN THE FIELD. TYPE IV ARROW (15 SF) 2 ALL WATER MAINS WITHIN THIS PROJECT ARE A.C. TYPE AND ICONTRACTOR SHALL TAKE PRECAUTIONS DURING PAVING PROCEDURES 3 ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO ;CAL TRANS PLANS DATED MAY 2006 AND AS NOTED IN THESE PLANS BIKE LANE AND ARROW (14 SF) IrA SIGNA GjE LEGEND A INSTALL SIGN POLE WITH R26(CA) OVER R81(CA) SIGNS. SEE DETAIL ON SHEE T 4 (� INSTALL SIGN POLE WITH R7-9 SIGN. SEE DETAIL ON SHEET 4. MARKING LEGEND SYMBOL DESCRIPTION l() TYPE IV ARROW (15 SF) wilnimim"""""1tlq"'f'®'" 12" WIDE CROSSWALK MARKING t BIKE LANE AND ARROW (14 SF) IrA SHARED LANE MARKING 9gofESS/pN DEAN REGISTERED CIVIL EENGINEER C 46803 * Exp.6 30 13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUEqT CII\' BAKERSFIELD, CA 93301 REVISIONS No. I DA TE I DESCRIPTION SCALE: 1 "=20' EXISTING CITY OF ( I t _AKERSFIELD SEWER -- ----EFT S� - EX/STING R/W _ _ _ _ _ _ _ _ _ _ _ EXISTING RAISED MEDIAN W1 CURB/GUTTER _ _ - _ _ � � �- t� _' `" - " ® �" �- - EXISTING CURB/GUTTER ``� _ STOP BAR MARKING DETAIL 39 (200 L F) (25 LF) RE -STRIPE DETAIL 39 4" WHI (44 LFQ- -" DETAIL 39A (151 LF O A (8 LF) �^ s vJ oO O 4"vWH/TE 44 LF) _ _ DETAIL 8 (t99 LF) _ — — — _ — ❑ _ _ _ ❑ — — — — O — — — — DETAIL 8 (16 LF) ao N " D TL 38 � LF) O _ N N N 17,321 4 - - - - - —N - -14 , --- - -- - - - --- __ DTL 38 (114 LF RESTRIPE ) DTL 38 (48 LF) �+J DETAIL 8 RESTRIPE (289 LF) DETAIL 8 (12e CROSSWALK MARKINGS MM (429 LF) 7N-4 ZIP - W I BZ DETAIL 39A RESTRIPE (83 LF) _ DETAIL 39A (36 LF)_ - - _ - DETAIL 39 (89 LF) _ - - - _ - - - STING CURB/GTER AND SIDEWALK -- EXISTING CURB/GUTTER AND SIDEWALK --.- EXIST 1 i BLUECREEK DRIVE (PRI VA TO EXISTING CURB GUTTER AND SIDEWALK / EX/ST/NG CURB/GUTTER AND SIDEWALK � STOP BAR MARKING M DETAIL 39 (192 LF) - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 2 F E _ -_ _r`_ N � DETAIL 39A (230 LF) (� (� A DETAIL 39 (32 LF) 4 ❑O _ — — _ _ — — — — — — DETAIL 8 (560 LF)— — — — W 71 ZQ W i — —7 06 O — 2 — - 30 — DETAIL 31 (254 LF) _ '` — — — — — N — — DETAIL 31 (63 LF) N `V ` I I I W 30+45 Z L Z W N N DETAIL 8 (553 LF) N U FZ' 15 tf� DETAIL 39 (111 LF) DETAIL 39A( 281 LF) B - - - - - - - - - - - - - - - - - - - - - - I EXISTING CURB/GUTTER AND SIDEWALK — _ v3 _MODIFY 61KE _.. .....,....�.-.._....._.�� _._.,.a..,.,_......a......M.....-,....®..._._._.....__,..m...,_..,_.A.,...,.._...-., i -_tom ys%Lc's 77- F__— o RESIDENTIAL _ 510 HAMMOND WAY PANAMA -LANE- BASE BID � � Proj Ref.- Panama Rehab FY 12-13 Drawn: JAF PA VEMENT REHABILITATION 2012-13 PHASE 2= SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Design Eng: JAF STRIPING= Panama Lane- Sta 23+55 to Sta. 34+45 11 OF 15 Date: 3/26/2013 Job No.: T3K206 Checked By 0 1 2 3 Q rn v 00 N O M 0 N (6 N v T 0 3 I N It O L N O O c O a. I 0 N Y M F - i 0 c O 0 V) I c J O 0 c 0 a i U X O L Q� c a a. I a N M O N I N O N O z W W z 0 z Li I GENERAL NCS TES 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 PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DATED MA Y 2006 AND AS NOTED IN THESE PLANS. SIGNAGE LEGEND i (A INSTALL SIGN POLE WITH R26(CA) OVER R81(CA) SIGNS. SEE DETAIL ON SHEET 4 INSTALL SIGN SEE DETAIL ON ST4. R7-9 SIGN. SHEET MARKING LEGEND SYMBOL DESCRIPTION +, TYPE IV ARROW (15 SF) miruwannnuwummreru�xia' 12" WIDE CROSSWALK MARKING BIKE LANE AND ARROW (14 SF) 0�4 n SHARED LANE MARKING Rl SCALE: 1 "=20' QRpf ESS/ONv pEAN Q= "I EGI S TERED C NG EEER C 46803rn * Exp. 6-30-13 CITY OF BAKERSFIELD �P 1501 TRUX TUN AVENUE qTF CIV1\- BAKERSFIELD, CA 93301 OF CA1-�F REVISIONS No. DA TE DESCRIP TION S2'7 RESIDENTIAL 00-r TRACT R/W RESIDENTIAL 4EX/STING CONCRETE BLOCK WALL EXISTING CURB/GUTTER AND SIDEWALK-� - - - - - - - - - - - - - - - - - - - - - - - - �y. DETAIL 39A (168 LF) v DETAIL 39 (385 LF) o ON V © C o DETAIL 8 (553 LF) on CN CN CN �W 7. _ EX ST ET CROWN --+—DETAIL 31 (158 LF) 1 —1 — N — — — _u A— DETAIL 31 (318 LF) I —, LQ -- col J DETAIL 8 (553 LF) W l 4 DETAIL 39 (202 LF) I� Q DETAIL 38A (138 LF) I�4� - - - - - - - - - - - - - - - - _iRQ� R261c�� DETAIL 39 (112 LF) _ . - - - - - - — IEL _... ONLY ."`"""."...."....."""• '�."""'..........w-^-®--.m,.. � � ,W... .�...+.,.....�. — �, a ."."."...,,."....—'+w ,....�...«.,..„..".....'=€.:gxs.R.--,...................... ,,,s ....,.....,,.,,,e.• .. ....."...w.,..,,,.,.,..., .�,«. -... T-.�.� ^'---,.........�.,e ..-,...._.............. ,.m.®...............". + 34 LF ✓' Xn— EXISTING CURB GU TES 10--STIJ�`WAL EXISTING CONC --WAS R/W - _ - RESIDEN TIAL ♦ TRACT 4831 4831 RES/DENTIAL t TRACT FINCH WA Y PANAMA LANE EXISTINGCONCRETE BLOCK WALL ♦ Q EXISTING CURB/GUTTER AND SIDEWALK 7i Z'- - ---� "� �—`— --- - - --m-- - EXISTING CUR*GUT7®ND SIDEWALK Q __ —w� w DETAIL 39 (510 LF) O M DETAIL 8 (510 LF) — — — — — _ — C141 ll:�— vJ uj � N r' N — EX STREET OWN — — — DETAIL 31 (510 LF) —i — — — ( — 04 CIN DE AlL 8 (51 D LF) — — — — — — — — — — N � (rW�^ U CURB ANGLE POINT N Q --'y .� DETAIL 39 (510 LF) EX. C/G / ND SIDEWALK-- _ _.. ,.� ....�..... �-�~ .�.�,.' .��.•_#.-� ,..,.�._.,.,...., � � .....-,,.....-..� EXIST/1CrG`�URB � d- ® j�Gt7iTr�R AND-'SXWALK - R/W - - - - _ - —TI PANAMA LANE BASE B/D Proi Ref- Panama Rehab FY 12-13 Drawn: JAF CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Design Eng: JAF PAVEMENT REHABILITATION 2012-13 PHASE 2= Date: 3/26/2013 Job No.: T3K206 Checked By STRIP/NG- Panama Lane- STA 34-45 to Sta. 45-10 SHEE T NO. 12 OF 15 0 1 2 3 a 0) do N t0 M O N N L v a x 0 3 M N 0 s 0 E 0 C 0 0- I co O N Y M H i O C 0 M 0 en J 0 0 C 0 n. N U N 0 ti o, a a i a U) i 0 N i N O N / O Z of W W Z 0 Z W 0 0 J / .. 1 LJ N �N W N W GENERAL NOTES 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 RESPONS/BIL/ TY FOR LOCA TING OF UTILI TIES IN THE FIELD. 2 ALL 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. R/W EXISTING CURB/GUTTER AND SIDEWALK l DETAIL 39 (205 LF) DETAIL 8 (238 LF) EXISTING CONCRETE BLOCK WAIL . �'./ 4 � 1 w_1► DETAIL 15 (145 LF) 06 zz DETAIL 38A (95 LF) 50' OPENING — DETAIL 8 (188 LF) — — — 4" WHITE STRIPE (50 LF) 12 Q -H J u Z Wr^ UvJ DETAIL 39 (410 LF) F--- t'- gw. 45 EXISTING CURB/GUTTER AND S/D WALK EXISTING LANDSCAPE PARKWAY RIW EXISTING ONCRETE BLOCK WALL PANAMA LAIC CITY OF BAKERSFIELD, CALIFORNIA MONITOR ST. 0 10 i Ir �` 13 34 oto r i .�r• ! j RIW v EXISTING LANDSCAPE PARKWAY EXISTING CONCRETE BLOCK WALL EXISTING CURB/GUTTER AND SIDEWALK LO on 12" MARKING (WHITE) (896 LF) a no Na PUBLIC WORKS DEPARTMENT 17 0 oj. Ref.- Panama Rehab FY 12-13 Drawn: JA Design Eng: JAF ate: 3/26/2013 Job No.: T3K206 Checked By,,34 50 EXISTING CURB/GUTTER AND SIDEWALK EXISTING LANDSCAPE PARKWAY MARKING LEGEND SYMBOL DESCRIPTION TYPE IV ARROW (15 SF) umnnMuanenunenana0°�0°� 12" WIDE CROSSWALK MARKING t BIKE LANE AND ARROW (14 SF) h SHARED LANE MARKING SCALE. • 1 "=20' QRpFESSIONq OEAN 14 EG/S TERED `fir N G177EER C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF BAKERSFIELD, CA 93301 OFF C REVISIONS No. DA TE DESCRIPTION REFRESH ALL STRIPING 50' BEYOND PAVING LIMITS AS SHOWN OR AS DIRECTED BY ENGINEER. SIGNA GE LEGEND f INSTALL SIGN POLE WITH R26(CA) �A 1 OVER R81(CA) SIGNS. SEE DETAIL ON SHEE T 4 (Bl\ INSTALL SIGN POLE WITH R7-9 SIGN. SEE DETAIL ON SHEET 4. f3 i3 l+?ODIF�' -.L=-W BASE BID PAVEMENT I9EHABIL ITA TION 2013 PHASE 2- STRIPING.- Panama Lane- Sta 45f10 to Monitor St. C SHEE T NO. 13 OF 15 1 2 3 1 0�0 a � 1#� 18 J 1 raj h O 0 0 PUBLIC WORKS DEPARTMENT 17 0 oj. Ref.- Panama Rehab FY 12-13 Drawn: JA Design Eng: JAF ate: 3/26/2013 Job No.: T3K206 Checked By,,34 50 EXISTING CURB/GUTTER AND SIDEWALK EXISTING LANDSCAPE PARKWAY MARKING LEGEND SYMBOL DESCRIPTION TYPE IV ARROW (15 SF) umnnMuanenunenana0°�0°� 12" WIDE CROSSWALK MARKING t BIKE LANE AND ARROW (14 SF) h SHARED LANE MARKING SCALE. • 1 "=20' QRpFESSIONq OEAN 14 EG/S TERED `fir N G177EER C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF BAKERSFIELD, CA 93301 OFF C REVISIONS No. DA TE DESCRIPTION REFRESH ALL STRIPING 50' BEYOND PAVING LIMITS AS SHOWN OR AS DIRECTED BY ENGINEER. SIGNA GE LEGEND f INSTALL SIGN POLE WITH R26(CA) �A 1 OVER R81(CA) SIGNS. SEE DETAIL ON SHEE T 4 (Bl\ INSTALL SIGN POLE WITH R7-9 SIGN. SEE DETAIL ON SHEET 4. f3 i3 l+?ODIF�' -.L=-W BASE BID PAVEMENT I9EHABIL ITA TION 2013 PHASE 2- STRIPING.- Panama Lane- Sta 45f10 to Monitor St. C SHEE T NO. 13 OF 15 1 2 3 a 0) 00 N to _M O N N L U O T O N N I— O 3 M i N L�. L N 0 E 0 C 0 a i co O N Y / 0 C 0 M 0 0 I C J 0 E 0 C 0 a N v a� 0 a rn C 0 CL I CL V) ry M O N I N O N C� z it w Li z 0 z w 1 0 0 1-11 iMA COMMERCIAL•/ GAS DRAINAGE OUTLE SIPHON I�____.. — PG&E STA TION CITY OF BAKERSFIELD, CALIFORNIA t T LIMIT LINE PUBLIC WORKS DEPARTMENT i RESIDEN TIAL GENERAL NOTES 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 WI THIN THIS PROJECT ARE A. C. TYPE AND CONTRACTOR SHALL TAKE PRECAUTIONS DURING PA VING PROCEDURES. 3 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DATED MAY 2006 AND AS NOTED IN THESE PLANS. Y WIDE BOX NO/ THIN PANAMA OF WAY LIMITS EXISTING 10" ., ,5 RAISED MEDIAN ISLAND QRpFESSIG DEAN R REGI ST RED VIL ENGINEER C 46803 X y� Exp, 6-30-13 Cl TY OF BAKERSFIELD 1501 TRUX TUN AVENUE qTF CIVIL ORS BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE I DESCRIPTION M SCALE: 1"=20' I' qLC11PROIT CTE TING TRAFFIC LOO S IN PLACE COMMERCIAL SITE 'f e 1 STRFFT AAnP,4 TnR11IAA I TIE-IN AND MATCH EXISTING PAVING SURFACE EXISTING ROADWAY SECTION Anna T/ OF AI TFRNA TF J. h J /mt t l CENTERLINE SOUTHBOUND/ NORTHBOUND TRAFFIC TIE-IN TO FULL DEPTH RECONSTRUCTION SOUTH H STREET CROSS SECT/ON :)j. Ref- Panama Rehab FY 12-13 Drawn: JA Design Eng: JAF te: 3/26/2013 Job No.: TJK206 Checked By.* -&,d OF EX NOT TO SCALE ADDITIVE AL TERNA TE NO. 1 PA VEMENT REHABIL ITA TION 2013 PHASE 2- PAVING Panama Lane- S. H St. to Sta. 23+55 SHEE T NO. 14 OF 15 LEGEND MIN. 0.20' GRIND. PLACE A 0.20' TYPE A A.C. OVER A. C LEVELING COURSE. PA VEMENT RECONSTRUCTION (AL TERNA TE NO. 1) PA VEMENT RECONSTRUCTION (BASE BID) EXISTING TRAFFIC LOOPS TIE-IN TO FULL DEPTH RECONSTRUCTION SOUTH H STREET CROSS SECT/ON :)j. Ref- Panama Rehab FY 12-13 Drawn: JA Design Eng: JAF te: 3/26/2013 Job No.: TJK206 Checked By.* -&,d OF EX NOT TO SCALE ADDITIVE AL TERNA TE NO. 1 PA VEMENT REHABIL ITA TION 2013 PHASE 2- PAVING Panama Lane- S. H St. to Sta. 23+55 SHEE T NO. 14 OF 15 I -- I i i i i 00ESS Iav <�O�o DEAN R�� Fd'G' • � c.� ��0 �y Z REG S RE C/ V ENGINEER C 46803 Exp.6-30-13 CITY OF BAKERSFIELD W 1501 TRUXTUN AVENUE qTF cl ��� ORS BAKERSFIELD, CA 93301 OF J o REVISIONS z No. DA TE DESCR/P TION � ( I REFRESH ALL STRIPING 50' BEYOND PAVING a (L/MI TS AS SHOWN OR AS DIRECTED BY ENGINEER. Ni%7 V.-� SCALE.• 1 "=20' 2 1 Q> � OCL� rn O� o� o f o COMMERCIAL/ GAS DRAINAGE OUTLET - SIPHON 2 CANAL DRI VEWA Y RESIDEN TIAL - - - - - — —., _...._....._ -- ._...— x � - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EY DTL 39 (50 LF) I Q DTL 9 (50 LF) — � i "o. T(5 DETAIL 8 (266 LF) 6J2U — — — — — — � 6J2L — — DTL 9 (50 LF) _ ; 12" MARKING (WHITE) 4" SOLID STRIPE (WHIT , 50 L) QO DETAIL 8 (264 LF) 101 '^ (719 LF)10 6JJU I DTL 21 (50 LF) �.® a N 00 5ilu S TP to N 20 214L u EXISTING 10» W SEE SHEET 10, FOR BASE ! 114 — — — — RAISED MEDIAN AND — — o — — BID STRIPING PLAN ,— — 21JL PROTECT Xl IN TRAFFIC 0 L00 S IN PLACE FZI � Q ° PG&E STATION __.......... _....._. _......._ _. —._._........_..........._......._. — ..._.. _......� .._ — _... _.._ ...._ — ..._ ..._ ._.... -� N �-..� I ry ° 12' 1 COMMERCIAL St TE ° 13' C O �.! J 0 4' N 14' I 13' 12'1 o o n o GENERAL NOTES : O z z �k 0 1 ALL UTILITY L DCA TIONS SHOWN ARE APPROWAIA TE ONL Y, AND REPRESENT THE BEST `� e' � � _ INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES THE CONTRACTOR HAS FINAL � � � �' SIGNA GE LEGEND cn RESPONSIBILITY FOR LOCATING OF UTILITIES IN THE FIELD. �; Q11 01 11 5 2A L L WATER MAINS W1 THIN THIS PROJECT ARE A. C, TYPE AND CONTRACTOR SHALL TAKE �' m �'" 1 ° PRECAUT/ONS DURING PAVING PROCEDURES. a j I �' ,q`� INSTALL SIGN POLE WITH R26(CA) °._.� 0 3 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DATED `'' �' �, o OVER R81(CA) SIGNS. SEE DETAIL MAY 2006 AND AS NOTED /N THESE PLANS ~ Ll I o ON SHEET 4 W a INSTALL SIGN POLE WITH R7-9 SIGN. SEE DETAIL ON SHEET 4. i N I p N W z W I o ; PANAMA LANE -S. H STREET TO STA 23+55 J Y ADDITIVE AL TERNA TE NO. 1 Pro : Ref- Panama Rehab FY 12-13 Drawn: JAF PAVEMENT REHABILITATION 2012-13 PHASE 2= sHEE r No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Design Eng: JAF Date: 3/26/2013 Job No.: T3K206 Checked By STRIPING " Panama Lane- S. H St to Sta. 23+55 15 OF 15 i i 0 1 2 3 MARKING LEGEND SYMBOL DESCRIPT/ON TYPE IV ARROW (15 SF) ININIII�IIIIININIIUINNINNNNI�NN 12" WIDE CROSSWALK MARKING BIKE LANE AND ARROW (14 SF) 0�8 SHARED LANE MARK/NG