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HomeMy WebLinkAbout6.1-1736SHEE T 1 SHEE T 2 SHEET 3 SHEET 4 SHEE T 5 SHEET 6 SHEE T 7 SHEE T 8 SHEET 9 SHEE T 10 SHEE T 11 SHEET 12 SHEE T 13 SHEET 14 SHEET 14A LIST OF DRAWINGS Tl TL E SHEET PA VING SECTIONS PLAN/PROFILE AND DETAILS TRAFFIC DETAILS CITY OO F BA ; ERSFIELD111101TNK(WFAPVN "BO KIC4 "WA, IS PM WMS PAVING PLAN PANAMA LANE.• MONI TOR St TO STA 14+90 PAVING PLAN PANAMA LANE. -STA 14+90 TO STA 20+70 PAVING PLAN PANAMA LANE. -STA 20+70 TO STA 25+75 PA VING PLAN PANAMA LANE. -STA 25+75 TO STA 31+70 PA VING PLAN PANAMA L A NE. S TA -,31+ 70 TO S. UNION AVE. STRIPING PLAN PANAMA LANE. -MONITOR ST TO STA 14+25 S TRIPING PLAN PANAMA LANE. -STA 14+25 TO S TA 19 + 85 S TRIPING PLAN PANAMA L ANE.• S TA 19+85 TO STA 25+75 S TRIPING PLAN PANAMA L ANE.• S TA 25+75 TO STA J1+25 S TRI PI N G PLAN PANAMA L A NE. S TA 31+ 25 TO S. UNION AVE PHASING DE'T`AILS TV CABLES BENCHMARK THE TOP OF THE MONUMENT L OCA TED IN A LAMPHOLE AT THE CEN TERLINE INTERSECTION OF PANAMA LANE AND MONITOR S TREE T WAS USED AS THE BENCHMARK FOR THIS PR 0 JEC T THE EL E VA TION IS 362.55' (NA VD 83) BASIS OF BEARING THE CEN TERL I NE OF PANAMA LANE BETWEEN THE MONUMENT AT MONITOR STREET AND THE MONUMENT AT S. UNION AVE WAS USED AS THE BASIS OF BEARING FOR THIS PROJECT. (NAD83) THE BEARING IS S89 °31 '59 "E, A DISTANCE OF 2,640.12 CITY STANDARDS STATE- STANDARDS ST -76, ST -27, SW -3, SW -6, T-19 AlOA, A108, A20A, A208, A200, A24A, A24C, A24D, A24E, A73A, A88A, ES—lA, ES -7B, ES -5A, ES -58 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 2006, EDITION. CONVENTIONAL SYMBOLS EA SEMEN T - - RIGH T— OF— WA Y CEN TERL INE RAILROAD TRACKS X CHAIN LINK FENCE --------- EXIST. CURB & GUTTER ------------------- EXIST A.C. FLOWLINE --'�'----- '�'-----=�'-- EXIST EDGE OF PAVEMENT GUARD RAIL IMPRO VEMEN TS UTILITY SYMBOLS PAVEMENT REHA BIL / TA TION 2074 App A FiTf, A MONITOR ST, to S. UNIONA VE. FEDERAL PROJECT NO. S TPL =5109 (204) STATE OF CALIFORNIA, NO TE.- THE E:THE CON TRA C TOR MUST POSSESS THE FOLLOWING VALID LICENSES: CLASS A NO TE.- THE E: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 0.50 MILES 0 1 2 3 0 N CD ,I C I— U o N N 4 0 'c 0 U) 0 �E 0, ca co CD C a� C E c� LOCATION M w EX/S T WA TER LINE s EXIST SEWER LINE EX/ST GAS LINE SD EXIST STORM DRAIN NOT TO SCALE G EX/ST AERIAL E EXIST UNDERGROUND OH LINES POWER LINE QROFESsioN� TV EX/ST UNDERGROUND T EXIST UNDERGROUND ���o DEAN 4,11 TV CABLES PHONE LINE FINAL PAY QUANTITIES z EX/ST OIL L/NE F0 EXIST FIBER OPTIC LINE � � C 46803 � 0 Exp. � *. 10-1 MANHOLE F. H. FIRE HYDRANT G. M. ® GAS METER ITEM ESTIMA TED QUANTITY UNIT of MEASURE `��y C/V0- TF EARTHWORK (ROADWAY EXCAVATION) 8,766 CY pF CAL�F�� P.P. Aw- W.M. G.V. GAS VAL VE TRAFFIC STRIPING 11,668 LF POWER POLE D WATER METER PA VEMEN T MARK/NGS 1,649 SF FIRE HYDRANT MARKERS 6 EA D EX/ S TING MONUMEN T WN, WATER VALVE BENCHMARK FU TURE MONUMEN T S TREE T LIGHT W/MAST ARM A U TO SCOPE CITY RECORD No. S.L. ADDED GHi /4A <&S MAY 9I PAVEMENT f LIGHT C.O. ® CLEAN OUT © PRE—EMPTION DEVICE f-ile Path: K: \LDD—ENGINEERING\2014-2015\—Panama COBProject No.`DT41<220STREET Lane Reconst PANAMA LANA File Name: T41<220—Panama—Mon to Union.dwg _ 0 1 2 3 0 N CD ,I C I— U o N N 4 0 'c 0 U) 0 �E 0, ca co CD C a� C E c� a 0 N sr t U O 0 O U- 0 0 0 I 0 0 0 a I 0 N N Y F- N 0 U 0 0 0 0 0 0- I 0 N N Y 0 N N N Z fr w W Z Z w I 0 0 Y QRpFESS/ONq DEAN �4' 610 RIW R/w REGIS TER D CIVIL ENGINEER C 46803 a yt Exp. 6-30-15 55' STREET RIW WIDTH 55' STREET RIW WIDTH CITY OF BAKERSFIELD �P ROADWAY NCAVENUE 9TF FI EXCA VA TION FINISH ROADWAY SURFACE EXCAVATE TO A DEPTH RIW EX UTILITY POLE(S) I BAKERSFIELD,Vl 93301 CA��F��� EX. ROADWAY SURFACE OF 1.0' U.N. 0. FINISH ROADWAY SEE PLAN ! REVISIONS SURFACE 55' STREET RI)W l W/D TH ROAD WAY EXCA VA TION No. DA TE BY DESCRIP TION LIP OF EX CURB ! ! EXCA VA TE To A DEPTH GRADE* STRAIGHT GRADE* ! ! OF 1.0' U.N. 0. _CT.BAIGHT —' EX FENCE 4' ! 23' f SHOULID R 2 L a j BACKINq 4:1 I STRAIGHT GRADE STRAIGHT GRADE' RIW _ XI RECORD INFORMA TION: PLACE 0.20' TYPE "A" A.C. EXISTING ROADWAY _ m - - / // /,���i�/j� —'` f—T W _ o_ ! OVER 0.80' TYPE "B" A. C. SECTION VARIES. SEE PLACE 0.20' TYPE "A " A. C. (SEE PLAN FOR LIMITS) PLANS FOR CORE OVER 0.80' TYPE "B" A.C.�/� SECTIONS (SEE PLAN FOR LIMITS) /_� _ - - -- __ _ __a ..... I � ,, 55' S TREE r RIW WlD TH EDGE OF EXISTING AND NEW PAVING PLACE 0.20' TYPE "A" A.C. -� ! OVER 0.80' TYPE "B" A. (SEE PLAN FOR LIMITS) U.N. 0. - UNLESS NOTED 0 THER WISE U.N. 0. - UNLESS NOTED 0 THERWISE A Panama Lane= Monitor Street to Sta 25+00 p CROSS SECTION -Panama Lane- Sta 29+35 to 30+35 - NO T TO SCALE - SHOULDER BACKING VARIES 4'-6' SHOULDER PAVING W/D TH VAR/ES 4'- 7' SEE PLAN SHEETS RIW R/W RIW R/ 30' STREET RIW WIDTH STREET RIW W/DTH VARIES: 55'-70' 55' STREET R/'N IWIDTH 55' STREET RIW WIDTH EX PAVING SECTION ROAD WA Y EXCA VA TION ! ! 21'± PAVING SECTION VARIES: 17'-20' EXCA VA TE TO A DEPTH OF 1.0' U.N. O. EX FENCE ! 4'f 9' f 12'.± ROADWAY EXCA VA TION VA TE TO A DEPTH MA TCH EXISTING 4:1 MAX GRAD STRAIGHT GRADE STRAIGHT E PLACE 0.20' TYPE "A" A.C. "B" !EXCA EX PA VI ! ACKING SEC ION ULDEj�NG of 1.0' u. N. O. OVER 0.80' TYPE A.C. SEE PLAN FOR LlMITS ) ST AIGHT GRADE � ! 4: 1 MAX -'F— ,.� STRA STRAIGHT � GRADE !�f l---! � I�I � !�! � ! --- --•- �- ""` m-- --- m " µ~ _ 6' 24' PAV/NG SECTION ..a. _ .� NEW E.P. L TION OCA EX PAVINGSECT/ON� - -- IlIff--=�--` EDGE OF EXIST/NG _! ROADWAY SECT/ON PLACE -©.2-0'. TYPE_ "A C. OVER 0.80' TYPE "B- X. C. (SEE PLAN FOR LIMITS) U. N. 0. - UNLESS NOTED OTHERWISE U. N. 0. - UNLESS NO TED 0 THER WISE B CROSS SECTION -Panama Lane= St _ a 25+00 to Sta 27+15 (Harliss Streets CROSS S - SECTION Panama Lane- Sta 30+35 to 33+70 R/W RIW RIW STREET RIW CIL 55' STREET RIW WIDTH 55' STREET RIW WIDTH 30' STREET RIW WIDTH 55' - 70' STREET RIW WIDTH ROADWAY EXCA VA TION CONSTRUCT ROADWAY EXCA VA TION CURB/GUTTER, S/W FINISH ROADWAY SURFACE EXCA VA TE TO A DEPTH EXCA VA TE TO A DEPTH ROAD WAY EXCA VA TION EX. ROADWAY SURFACE OF 1.0' U.N. O. FINISH ROADWAY AND D W S PER OF 1.0'-1.2f VARIES ( ) EXCA VA TE TO A DEPTH SURFACE PLAN/PROFILE SHTS OF 1.0' U.N. 0. LIP OF EX CURB AND COB STDS EX GROUND GRADE GRADE* STRAIGHT GRADE* - ® r STRAIGHT -r STRA/GHT GRAD 77771 - ! MATCH FINISH GRADE -- ! TO EXISTING GROUND. L= f 1 f N I' jI f9f-fl1=llfllf-1f ®1 MAX 8.339 SL OPE/ TIE I !®f �!�! I I COMPACTION PER COB S/W STANDARDS I - w PLA1" AS C. CEO20` HYPE ' C. RECORD /NFORMA TION: PLACE 0.20' TYPE "A A. C. EXISTING ROADWAY ! L� OVER 0.80' TYPE "B" A.. (SEE PLAN FOR LIMITS) OVER 0.80' TYPE "B" A.C. SECTION VARIES. SEE PLACE 0.20' TYPE "A" A. C. (SEE PLAN FOR LIMI TS) PLANS FOR CORE OVER 0.80' TYPE "B" A.C. SECTIONS (SEE PLAN FOR LIMITS) U. N. 0. - UNLESS NO TED 0 THER WISE U. N. 0. - UNLESS NOTED OTHERWISE F CROSS SECTION -Panama Lane= Sta 33+70 to S. Union Ave. rc CROSS SECTION -Sta 27+15 (Harliss Streets to Sta 39+35 CITY OF BAKERSFIELDCALIFORNIA PUBLIC WORKS DEPARTMENT Proj. Ref.. Panama Rehab FY 13-14 Drawn: JAF PAVEMENT REHABILITATION 2014- PANAMA LANE -Monitor St. to S Union Ave. SHEET .NO. Design Eng: ng: , Paving Sections 2 OF 14 Date: 3/14/2014 Job No.: 774K220 Checked By A49 LJ C 0 J L_ z 0 r m 0 W F -- I— O J d O M O O n O CA N O O N L U U 0 N r 0, 3 v 0 a 0 0 0 E 0 0 d O N N Y F- N 0 U U 0 0 J 0 E 0 0 a 0 N N Y / s N 0 N O Z W W Z_ O Z w 0 1-1 CONS TRUC TION NOTES: O EXISTING WOODEN FENCE. PROTECT IN PLACE O REMOVE AND RE—SET EX. SIGN AND POST PER COB STANDARDS O EXISTING GET BUS SIGN AND BENCH TO BE REMOVED AND RE—SET BY OTHERS. ® EXISTING POLE AND DOWN GUY WIRE TO BE PROTECTED IN PLACE. COORDINATE WITH UTILITY COMPANY. O SA WCU T EX. ASPHAL T SURFACE. MA TCH DRI VE WA Y TO FIN,'SH SURFACE. © PROTECT EXISTING TRAFFIC SIGNAL POLES, TRAFFIC BOXES, AND UNDERGROUND CONDUITS IN PLACE. FL 0WLINE R W _ EX CHAIN LINK FENCE (PROTECT IN PLACE) 2 "50 MPH" SIGN EX MANHOLE PROTECT NPLACE -_..._ __m...,_ -- 33 EX E. P. r EX. HOUSE E 2 T 6 5 S Union Ave. RETURN AREA CONSTRUCT MODIFIED CASE "C"' RAMP W/CURB AT BACK R=30' MINOR CONCRETE. ACCESS RAMP: 248 SF CURB AND GUTTER 48 LF EX. A. C. PANAMA LANE : PLAN VIEW G, STA 36+40.21 ST INTERSECTION S. UkON AVE STINE ROAD- STA 33+50 TO S. UNION A VE: SIDEWALK CURB AND GUTTER CONSTRUCT/ON rTI S=0.201'. A. C, GUTTER SEE PLAN FOR LOCA TION AND LIMITS 6.5' MIN 5.0' STREET CENTERLINE 35 6.5' M1N � s 36 . LO �o mo o o q�Lo ;� r1j LO (j PANAMA LANE : PLAN VIEW G, STA 36+40.21 ST INTERSECTION S. UkON AVE STINE ROAD- STA 33+50 TO S. UNION A VE: SIDEWALK CURB AND GUTTER CONSTRUCT/ON SIDEWALK AND CURB/GUTTER SIDEWALK AND CURB/GUTTER PER COB STANDARDS PER OB STANDARDS MOD/PIED CURB AND GUTTER TYPICAL ACCESS RAMP DETAILS - PLAN VIEW NOT TO SCALE CURB AREA 8.339' @ DOME AREA S- 1.59' MAX VARIES 5q MA. �,' ®.. SEE PLAN FOR LOCA TION AND LIMITS ' GUTTER ROAD SURFA CE CURB AND GUTTER SECT/ON A - MODIFIED CURB AND GUTTER ----_____-__--- NOT TO SCALE 0 SCALE: HORIZ 1"=30' VERT 1"--2' QRoF E S S �! _ ((EE SEANrREGISTERED Cl VIL ENGINEER 46803. 6-30-15CITY OF BAKERSFIELD7501 TRUX TUN AVENUEBAKERSFIELD, CA 93301� C�� REVISIONS J No. DA TE DESCR/P TION 1 / / �L( ACCESS RAMP DETAILS 6 - 3 Proj Ref: Panama Rehab FY 13-14 Drawn: JAF PA VEMENT REHABILITATION 2014= PANAMA LANE- Monitor St. to S. Union Ave. SHEET A/0. w CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Design Eng: JAF Date: 3/13/2014 Job No.: T4K220 Checked 3y A156Plan/Profile and Details 3 OF 14 0 1 2 3 rTI SEE PLAN FOR LOCA TION AND LIMITS 6.5' MIN 5.0' 6.5' M1N 77 J'W , 14 SIDEWALK AND CURB/GUTTER SIDEWALK AND CURB/GUTTER PER COB STANDARDS PER OB STANDARDS MOD/PIED CURB AND GUTTER TYPICAL ACCESS RAMP DETAILS - PLAN VIEW NOT TO SCALE CURB AREA 8.339' @ DOME AREA S- 1.59' MAX VARIES 5q MA. �,' ®.. SEE PLAN FOR LOCA TION AND LIMITS ' GUTTER ROAD SURFA CE CURB AND GUTTER SECT/ON A - MODIFIED CURB AND GUTTER ----_____-__--- NOT TO SCALE 0 SCALE: HORIZ 1"=30' VERT 1"--2' QRoF E S S �! _ ((EE SEANrREGISTERED Cl VIL ENGINEER 46803. 6-30-15CITY OF BAKERSFIELD7501 TRUX TUN AVENUEBAKERSFIELD, CA 93301� C�� REVISIONS J No. DA TE DESCR/P TION 1 / / �L( ACCESS RAMP DETAILS 6 - 3 Proj Ref: Panama Rehab FY 13-14 Drawn: JAF PA VEMENT REHABILITATION 2014= PANAMA LANE- Monitor St. to S. Union Ave. SHEET A/0. w CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Design Eng: JAF Date: 3/13/2014 Job No.: T4K220 Checked 3y A156Plan/Profile and Details 3 OF 14 0 1 2 3 CONSTRUCT R81(CA) SIGN n i ,ILANE CONSTRL PER Cl T TI TL ED i SIGN DE CONSTRUCT R81(CA) SIGN rI. REL OCA TE EX SIGN BELOW R81(CA) SIGN BIKE LANE I I I I PARKING ANY TIME I I I I I I EX POLE I I I I I I I I I I I I I CONFIGURA TION CONFIGUR#4 TION A TO BE CON TR T A S UC ED T THE BEG/NN/NG OF TO BE CONSTRUCTED AT THE BEGINNING OF EACH BIKE LANE/ PARK/NG COMBINATION EACH BIKE LANE SEGMENT. SEGMENT BIKE SIGN DES/GNAT/ONS DETAIL 39 - SEE PLANS FOR I L OCA TION(S) c 0 C D 01 c 0 I o F CURB a PA VEMEN T MARKINGS C) (WHITE) PER STANDARD a a PLAN A24A - CENTER IN n ► LANE a N PA YEMEN T MARKINGS (WHITE) PER STANDARD PLAN A24C - CENTER IN LANE C 0 ONO C DETAIL 39- --� J SEE PLANS FOR a L DCA TION(S) E a C a n 0 N N Y L ALL BIKE LANE MARKINGS SHALL E) BE CENTERED WITHIN THE BIKE LANE WI TD TH UNLESS DIRECTED BY CITY ENGINEER. 0 N z ry w W cD BIKE LANE MARK/NG LAYOUT -Z o ADJACENT TO CURB NOT TO SCALE SEE PLANS FOR SIGNAGE LOCATIONS 0 DETAIL 39 - SEE PLANS FOR L OCA TION(S) CONSTRUCT R26(CA) SIGN �4 BIKE LANE I PA VEMEN T MARKINGS (WHITE) PER S T NDA PLAN A24A - CEN k4 IN LANE PA VEMEN T MAR INGS (WHITE) PER STANDARD PLAN A24C - CENTER IN LANE 4 " WIDE WHI TE S TRIPE- SEE PL NS FOR L OCA TION(S) 6' 8' BIKE PARKING { PA TH ALL BIKE LANE MARKINGS SHALL BE CENTERED W/TH/N THE BIKE LANE WI TD TH UNLESS DIRECTED BY CITY ENG/NEER. BIKE LANE MARK/NG WITH STREET PA RKINv CONSTR( PER Cl T TI TL ED i SIGN DE CONFIGURATION CTO BE CONSTRUCTED AT THE BEG/NN/NG OF EACH BIKE LANE/ NO PARK/NG SEGMENT mrolmr/lmIM-W'� NOT TO SCALE Pro i. Ref: CONSTM PER Cl 1 T/TLED ' SIGN DE LOOP /DENTIF/CA TIONS TYPE 'D' LOOP DETECTOR TYPE 'E' LOOP DETECTOR MODIFIED TYPE 'D' LOOP DETECTOR (BIKE LOOP) S Tc LIN, LO( THRU LANE THRU LANE LEFT TURN ONLY LANE THRU LANE ONL Y BIKE LANE RIGH T TURN ONLY LANE NOTES: THIS DETAIL DOES NOT AND MARKINGS. DETAIL CLARIFICATIONS TO STA REFERENCES. LOOPS SHALL CONFORM TO CAL TRANS SPECIFICATIONS NOTED ON COVER SHEET OF THESE PLANS CONFIGURATION - D TO BE CONSTRUCTED AS NOTED WITHIN THE BIKE LANE/ NO PARKING SEGMENT. NOT TO SCALE QRp ESS/0�\ pEAN R q j O \ \ REGIS TIERED Cl VIL E GINEER C 46803 z * Exp. 6-30-13 CITY OF BAKERSFIELD �� P 1501 TRUXTUN AVENUE ��F F-1 BAKERSFIELD, CA 9.3301 _ REVISIONS _ No. DA TE DESCRIP TION WHEN HYDRANT IS WI THIN 50' OF CURB RETURN, PLACEMENT OF FIRE HYDRANT MARKER AT THE SIDE STREET SHALL BE REQUIRED.—-\ TRAFFIC FLOW • 6" (PER MUTCD 2012 CALIFORNIA SUPPLEMENT FIGURE 3B-102) TYP. LANE STRIPING i ® � FIRE HYDRANT } t LANE TWO ',!� TRAFFIC FLOW r LANE ONE PLACEMENT OF EA CI I FIRE HYDRANT IvfARKTR TO BE LO, A TED OU TS,JDE OF EACH LANE FIRE HYDRANT MARKER L010"AT10p,�S PLA CEMENT LA YOUT OF LOOP DETECTORS A T PANAMA / S. UNION INTERSECT/ON i NOT TO SCALE ( '" Panama Rehab FY 13-14 Drawn: PA VEMENT REHABILITATION 2014= PANAMA LANE -Monitor St. to S. Union Ave. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Design Eng: JAF Date: 3/13/2014 Job No.: T4K220 Checked ByA156 TRAFFIC DETAILS 0 1 NO T TO SCAL E SHEET N'). 4 Or 1,1 2 3 3 c 0 c Z) _O c O I 0 0 c 0 d I 0 N N Y F- c 0 v m ry m c 0 J O E c O d I O N N Y H O N I 0 N Z w w z z w 0 0 J / MONITOR STREET CONSTRUCT/ON NOTES ...: l..... Legen d ;. .::'...: FUL L DEP TH RECONS TRUC TION IN AREA S INDICA TED ON THE f PLANS. PLACE 0.20' TYPE "A" AC OVER 0.80' TYPE "B" 12J A C. THE DEP TH OF EXCA VA TION AND RECONS TRUC TION "D" SHALL CONFORM TO THE DETAILS SHOWN ON SHEETS 2 ADJUST MANHOLE AND 3 OF THE PLANS ISSUED FOR THIS PROJECT. LOOP CONSTRUCT NEW SHOULDER WITH 0.20' TYPE "A" A.C. OVER 0.80' TYPE "B" AC WI TH NA T/ VE SOIL COMPACTED . -;88M TO 95Z THE DEPTH OF EXCA VA TION AND CONS TRUC TION "E" OF SHOULDER SHALL CONFORM TO THE DETAILS SHOWN ON SHEET 3 OF THE PLANS ISSUED FOR THIS PROJECT. LOOP S TREE T AREA WITHIN THE CITY OF BAKERSFIELD PA VEMEN T �• RECONSTRUCTION MORATORIUM. PROTECT IN PLACE. LOOPS SHALL BE PLACED DIRECTLY BEHIND THE STOPBAR MONITOR STREET CITY OF BAKERSFIELD, CALIFORNIA CONSTRUCT/ON NOTES ...: l..... .:.`:. ;. .::'...: ADVANCE LOOPS SHALL BE PLACED AT A DISTANCE Symbols Legend CITY OF BAKERSFIELD, CALIFORNIA PANAMA LANE PUBLIC WORKS DEPARTMENT CONSTRUCT/ON NOTES MANHOLE AND PAD TO BE ADJUSTED BY OTHERS. El ADVANCE LOOPS SHALL BE PLACED AT A DISTANCE Symbols Legend 12J INSTALL 6' x 6' TYPE "D" 0 ADJUST MANHOLE INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' LOOP FRAME AND COVER 0 INSTALL 6' x 6' TYPE "E" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS CLEANOUTS, VALVE BOXES, AND CONCRETE PADS LOOP SHALL BE CENTERED ON THEIR RESPECTIVE LANES. ALL �• WATER VALVE TO BE LOOPS SHALL BE PLACED DIRECTLY BEHIND THE STOPBAR RESURFACING SHALL BE ADJUSTED TO NEW ADJUSTED BY OTHERS AS INDICATED ON PLANS ADJUST MONUMENT PAD G.V. ®'GAS VALVE TO BE 4❑ CONSTRUCT ACCESS RAMPS AND .ADJACENT CURB & ® ADJUSTED BY OTHERS; ❑p EXISTING SURVEY MONUMENT STANDARD SW -2. PAD AND COVER ADJUST SEWER CLEANOUT FRAME, LID, AND PAD PER SPECIFICATIONS 73-1.06. SEE PLANS FOR CASE TYPE. PANAMA LANE PUBLIC WORKS DEPARTMENT NOTE: LANE WIDTHS SHOWN ON THIS SHEET ARE EXI S TING LANE WIDTHS. SEE STRIPING PLANS FOR PLACEMENT OF NEW STRIPING AND MARKINGS FOR THIS PROJECT. Pro j Ref: Panama Rehab FY 13-14 Drawn: JAF Design Eng: JAF Date: 3/13/2014 Job No.: T4K220 Checked By.• AISJ, REGISTERED CIVIL EIS' GI NEEF CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE BAKERSFIELD, CA 93,301 No. I DA TE 171 // qR,O E S S I ON SEANLLJ C 468C3_ * Exp. 6-30-1 �* CIVIL�� OF CAS REVISIONS DESCRIP TION t9 1 6. 1 LI PAVEMENT REHAB/CITATION 2014 Panama Lane- Monitor St to S. Union Ave. Paving Plan- Monitor Ave to Sta 14+90 0 1 SCALL: I"=20' SHEET N0. 5 OF 14 T- 2 3 CONSTRUCT/ON NOTES MANHOLE AND PAD TO BE ADJUSTED BY OTHERS. El ADVANCE LOOPS SHALL BE PLACED AT A DISTANCE El INSTALL FIRE HYDRANT MARKERS AS SHOWN SHOWN ON THE PLANS FROM THE LIMIT LINE AT THE ON PLANS (FIELD VERIFY LOCATION). INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FL 0WLINE SHALL BE A MINIMUM OF 1.5" 33 ALL EXISTING MONUMENT LIDS, MANHOLES, BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS CLEANOUTS, VALVE BOXES, AND CONCRETE PADS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. ALL AFFECTED BY FULL DEPTH RECONSTRUCTION AND LOOPS SHALL BE PLACED DIRECTLY BEHIND THE STOPBAR RESURFACING SHALL BE ADJUSTED TO NEW AS INDICATED ON PLANS ROADWAY FINISH GRADE. 4❑ CONSTRUCT ACCESS RAMPS AND .ADJACENT CURB & ® ADJUST MANHOLE FRAME, LID, AND PAD PER COB GUTTER PER CAL TRANS STANDARD PLAN A88A. STANDARD SW -2. CONCRETE FINISHES SHALL FOLLOW STANDARD�g ADJUST SEWER CLEANOUT FRAME, LID, AND PAD PER SPECIFICATIONS 73-1.06. SEE PLANS FOR CASE TYPE. COB STANDARD SW -5. ❑5 WATER VALVE AND PAD TO BE ADJUSTED BY OTHERS ip CONTRACTOR SHALL USE CAUTION DURING PAVING OPERA TIONS A T THIS L DCA TION DUE TO A. C. WA TER MAIN. 11 ADJUST MONUMENT FRAME AND COVER PER CITY STANDARDS NOTE: LANE WIDTHS SHOWN ON THIS SHEET ARE EXI S TING LANE WIDTHS. SEE STRIPING PLANS FOR PLACEMENT OF NEW STRIPING AND MARKINGS FOR THIS PROJECT. Pro j Ref: Panama Rehab FY 13-14 Drawn: JAF Design Eng: JAF Date: 3/13/2014 Job No.: T4K220 Checked By.• AISJ, REGISTERED CIVIL EIS' GI NEEF CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE BAKERSFIELD, CA 93,301 No. I DA TE 171 // qR,O E S S I ON SEANLLJ C 468C3_ * Exp. 6-30-1 �* CIVIL�� OF CAS REVISIONS DESCRIP TION t9 1 6. 1 LI PAVEMENT REHAB/CITATION 2014 Panama Lane- Monitor St to S. Union Ave. Paving Plan- Monitor Ave to Sta 14+90 0 1 SCALL: I"=20' SHEET N0. 5 OF 14 T- 2 3 3 C O C D O C O 1 Z Q I 0 N N Y It F- C C N U O D U M / C O C D O L O a.. C O I C 0 J 0 0 C 0 n / a i i 0 N 0 N (n U W 0 / u n T Ref: Panama Rehab FY 13-14 Legend FULL DEPTH RECONSTRUCTION IN AREAS INDICATED ON THE Legend PLANS PLACE 0.20' TYPE "A" AC OVER 0.80' TYPE "B" INSTALL 6' x 6' TYPE "D'► A C. THE DEP TH OF EXCA VA TION AND RECONS TRUC TION ADJUST MANHOLE SHALL CONFORM TO THE DETAILS SHOWN ON SHEETS 2 LOOP AND 3 OF THE PLANS ISSUED FOR THIS PROJECT. FRAME AND COVER CONS TRUC T NEW SHOULDER WITH 0.20' TYPE "A" A.C. INSTALL 6' x 6' TYPE "E" OVER 0.80' TYPE "B" A.C. OVER 1.50' NATIVE SOIL COMPA C TION TO 95% RELA TI VE COMPAC TION. THE DEP TH LOOP OF EXCAVATION AND CONSTRUCTION OF SHOULDER SHALL WA TER VALVE TO BE CONFORM TO THE DETAILS SHOWN ON SHEET 3 OF THE PLANS ISSUED FOR THIS PROJECT. ADJUSTED BY OTHERS STREET AREA WITHIN THE CITY OF BAKERSFIELD PAVEMENT ADJUST MONUMENT PAD RECONS TRUC TION MORA TORI UM. PRO TEC T IN PL A CE. n T CONSTRUCT/ON NOTES ; (t I MANHOLE AND PAD TO BE ADJUSTED BY OTHERS. ADVANCE LOOPS SHALL BE PLACED AT A DISTANCE INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS (FIELD VERIFY LOCA TION). ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VALVE BOXES, AND CONCRETE PADS AFFECTED BY FULL DEPTH RECONSTRUCTION AND RESURFACING SHALL BE ADJUSTED TO NEW ROADWAY FINISH GRADE. 4l CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN A88A. CONCRETE FINISHES SHALL FOLLOW STANDARD SPECIFICA TIONS 7J-1.06. SEE PLANS FOR CASE TYPE. 0 WATER VALVE AND PAD TO BE ADJUSTED BY OTHERS. SHOWN ON THE PLANS FROM THE LIMIT LINE AT THE INTERSECTION. DETECTOR LOOPS AND LEAD—INS WITHIN 8' OF THE CURB FLOWUNE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES ALL LOOPS SHALL BE PLACED DIRECTLY BEHIND THE STOPBAR AS INDICATED ON PLANS. ® ADJUST MANHOLE FRAME, LID, AND PAD PER COB STANDARD SW -2. �9 ADJUST SEWER CLEANOUT FRAME, LID, AND PAD PER COB STANDARD SW -5. 10 CONTRACTOR SHALL USE CAUTION DURING PAVING OPERATIONS AT THIS L OCA TION DUE TO A. C. WATER MAIN. 11 ADJUST MONUMENT FRAME AND COVER PER CITY STANDARDS. REGISTERE�2_ClVlk, EN GI NEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 0N AN pEAN C 46803 * Exp.6-30-15 J'J,9TF C 1 V 1 OF CA�_\ REVISIONS i. - DA TE DESCRIP TION /29/14 MODIFICATION TO CURB RETURNS/EX. CANAL IRRIGATION LINE/NOTES L'W F'e� FNL M SCALE. • 1 "=20' O O N Lowry Street Canal Pipe and Access Ramp Notes 1) AN ABANDONED CANAL IRRIGATION PIPE EXISTS ALONG PANAMA LANE 6)THE EXISTING JUNCTION BOX AT NADEA U STREET IS TO BE REMOVED BETWEEN L0WRY ST AND NADEA U ST PER RECORD INFORMATION. AND BACKFILLED AS DIRECTED BY ENGINEER. 2) THE ROA DWA Y LIMI IS IS DEFINED AS THE PA VED ROA DWA Y INCLUDING 7) THE EXISTING NORTH—SOUTH IRRIGATION LINE ALONG NADEAU STREET THE CURB AND GUTTER. TO BE SLURRY FILLED WI THIN THE ROA DWA Y LIMI IS AND AS DIRECTED 3) REMOVE CANAL IRRIGATION PIPE WITHIN ROADWAY LIMITS AND BY THE ENGINEER. BA CKFILL AS DIRECTED BY ENGINEER. 8) CON TRAC TOR SHALL PLUG THE END OF THE PIPES WHERE SLURRY IS TO BE USED A S DIREC TED B Y THE ENGINEER. 4) ALL R. C. P. IRRIGA TION PIPE WI THIN ROAD WA Y LIMI IS SHALL BE SLURRY FILLED AS DIRECTED BY ENGINEER. 5) ACCESS RAMPS SHALL BE MODIFIED AS NOTED ON SHEETS 6 AND 7. CRY Y OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT PANAMA LANE Proj Ref: Panama Rehab FY 13-14 Symbols Legend ID INSTALL 6' x 6' TYPE "D'► � ADJUST MANHOLE LOOP 7/29/2014 FRAME AND COVER 0 INSTALL 6' x 6' TYPE "E" LOOP V. WA TER VALVE TO BE ADJUSTED BY OTHERS 0 ADJUST MONUMENT PAD ®'V ' GAS VALVE TO BE ADJUSTED BY OTHERS Dp EXISTING SURVEY MONUMENT PAD AND COVER CONSTRUCT/ON NOTES ; (t I MANHOLE AND PAD TO BE ADJUSTED BY OTHERS. ADVANCE LOOPS SHALL BE PLACED AT A DISTANCE INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS (FIELD VERIFY LOCA TION). ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VALVE BOXES, AND CONCRETE PADS AFFECTED BY FULL DEPTH RECONSTRUCTION AND RESURFACING SHALL BE ADJUSTED TO NEW ROADWAY FINISH GRADE. 4l CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN A88A. CONCRETE FINISHES SHALL FOLLOW STANDARD SPECIFICA TIONS 7J-1.06. SEE PLANS FOR CASE TYPE. 0 WATER VALVE AND PAD TO BE ADJUSTED BY OTHERS. SHOWN ON THE PLANS FROM THE LIMIT LINE AT THE INTERSECTION. DETECTOR LOOPS AND LEAD—INS WITHIN 8' OF THE CURB FLOWUNE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES ALL LOOPS SHALL BE PLACED DIRECTLY BEHIND THE STOPBAR AS INDICATED ON PLANS. ® ADJUST MANHOLE FRAME, LID, AND PAD PER COB STANDARD SW -2. �9 ADJUST SEWER CLEANOUT FRAME, LID, AND PAD PER COB STANDARD SW -5. 10 CONTRACTOR SHALL USE CAUTION DURING PAVING OPERATIONS AT THIS L OCA TION DUE TO A. C. WATER MAIN. 11 ADJUST MONUMENT FRAME AND COVER PER CITY STANDARDS. REGISTERE�2_ClVlk, EN GI NEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 0N AN pEAN C 46803 * Exp.6-30-15 J'J,9TF C 1 V 1 OF CA�_\ REVISIONS i. - DA TE DESCRIP TION /29/14 MODIFICATION TO CURB RETURNS/EX. CANAL IRRIGATION LINE/NOTES L'W F'e� FNL M SCALE. • 1 "=20' O O N Lowry Street Canal Pipe and Access Ramp Notes 1) AN ABANDONED CANAL IRRIGATION PIPE EXISTS ALONG PANAMA LANE 6)THE EXISTING JUNCTION BOX AT NADEA U STREET IS TO BE REMOVED BETWEEN L0WRY ST AND NADEA U ST PER RECORD INFORMATION. AND BACKFILLED AS DIRECTED BY ENGINEER. 2) THE ROA DWA Y LIMI IS IS DEFINED AS THE PA VED ROA DWA Y INCLUDING 7) THE EXISTING NORTH—SOUTH IRRIGATION LINE ALONG NADEAU STREET THE CURB AND GUTTER. TO BE SLURRY FILLED WI THIN THE ROA DWA Y LIMI IS AND AS DIRECTED 3) REMOVE CANAL IRRIGATION PIPE WITHIN ROADWAY LIMITS AND BY THE ENGINEER. BA CKFILL AS DIRECTED BY ENGINEER. 8) CON TRAC TOR SHALL PLUG THE END OF THE PIPES WHERE SLURRY IS TO BE USED A S DIREC TED B Y THE ENGINEER. 4) ALL R. C. P. IRRIGA TION PIPE WI THIN ROAD WA Y LIMI IS SHALL BE SLURRY FILLED AS DIRECTED BY ENGINEER. 5) ACCESS RAMPS SHALL BE MODIFIED AS NOTED ON SHEETS 6 AND 7. CRY Y OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT PANAMA LANE Proj Ref: Panama Rehab FY 13-14 Date: 7/29/2014 1 Job No.: T4K220 Betty Street C/ T Y RECORD No. Drown: JAF PAVEMENT REHABILITATION 2014: Panama Lane- Monitor St to S. Union Ave. Design Eng: JAF Paving Plan= Sta 14+90 to Sta 20-+70 Checked By.• 0 1 w SHEE 1 NO. 6Ox-14 2 3 3 C: O C D O C O I Z Q a I 0 N N Y H C N U O .D M C O O O O I a� C 0 J 0 E O C 0 / V) 0-1i i 0 N 0 (N / V) U w 0 ry a / 7Z Legend FULL DEPTH RECONSTRUCTION IN AREAS INDICATED ON THE PLANS PLACE 0.20' TYPE "A" AC OVER 0.80' TYPE "B" A C. THE DEP TH OF EXCA VA TION AND RECONS TRUC TION SHALL CONFORM TO THE DETAILS SHOWN ON SHEETS 2 AND 3 OF THE PLANS ISSUED FOR THIS PROJECT. CONSTRUCT NEW SHOULDER WITH 0.20' TYPE "A"' A.C. OVER 0.80' TYPE "B" A.C. OVER 1.50' NA TI VE SOIL COMPA C TION TO 95Z REL A TI VE COMPA C TION. THE DEP TH OF EXCA VA TION AND CONSTRUCTION OF SHOULDER SHALL CONFORM TO THE DETAILS SHOWN ON SHEET 3 OF THE PLANS ISSUED FOR THIS PROJECT. STREET AREA WITHIN THE CITY OF BAKERSFIELD PAVEMENT RECONS TRUC TION MORATORIUM. PRO TEC T IN PLACE. O O N Q Z J Brahma Street CONSTRUCT/ON NOTES: F1_1 MANHOLE AND PAD TO BE ADJUSTED BY OTHERS ADVANCE LOOPS SHALL BE PLACED AT A 0/STANCE U INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS (FIELD VERIFY LOCATION). �3 ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VALVE BOXES, AND CONCRETE PADS AFFECTED BY FULL DEPTH RECONSTRUCTION AND RESURFACING SHALL BE ADJUSTED TO NEW ROADWAY FINISH GRADE. Q CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN A88A. CONCRETE FINISHES SHALL FOLLOW STANDARD SPECIFICATIONS 73-1.06. SEE PLANS FOR CASE TYPE. F51 WATER VALVE AND PAD TO BE ADJUSTED BY OTHERS. SHOWN ON THE PLANS FROM THE LIMIT LINE AT THE INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FLOKINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES ALL LOOPS SHALL BE PLACED DIRECTL Y BEHIND THE STOPBAR AS INDICATED ON PLANS. ® ADJUST MANHOLE FRAME, LID, AND PAD PER COB STANDARD SW -2. �9 ADJUST SEWER CLEANOUT FRAME, L/0, AND PAD PER COB STANDARD SW -5. 10 CONTRACTOR SHALL USE CAUTION DURING PAVING OPERATIONS AT THIS L OCA TION DUE TO A. C. WATER MAIN. 11 ADJUST MONUMENT FRAME AND COVER PER CITY STANDARDS REGISTERED CI VI L EN GIIER -�- ___._.___.__ / CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 QRpF E SS l O,y EAN A,���0 2 a O C 46803 * Exp.6-30-15 kj-x CIVIL OF CA_\ REVISIONS No. DA TE DESCRIP TION 7/29/14 MODIFICATION TO CURB RETURNS/EX. CANAL IRRIGATION LINE/NOTES 271 / Cana/ Pipe and Access Ramp Notes 1) AN ABANDONED CANAL IRRIGATION PIPE EXISTS ALONG PANAMA LANE BETWEEN L 0WRY ST AND NADEA U ST. PER RECORD INFORMA TION. 2) THE ROADWAY LIMITS IS DEFINED AS THE PAVED ROADWAY INCLUDING THE CURB AND CUTTER. 3) REMOVE CANAL IRRIGATION PIPE WITHIN ROADWAY LIMITS AND BACKFILL AS DIRECTED BY ENGINEER. 4) ALL R. C. P. IRRIGA TION PIPE WI THIN ROA DWA Y L/M/ TS SHALL BE SLURRY FILLED AS DIRECTED BY ENGINEER. 5) ACCESS RAMPS SHALL BE MODIFIED AS NOTED ON SHEETS 6 AND 7. 6)THE EXISTING JUNCTION BOX AT NADEA U STREET IS TO BE REMOVED AND BACKFILLED AS DIRECTED BY ENGINEER. 7) THE EXISTING NORTH -SOUTH IRRIGATION LINE ALONG NADEAU STREET TO BE SLURRY FILLED WI THIN THE ROA DWA Y L/M/ IS AND AS DIRECTED BY THE ENGINEER. 8) CON TRAC TOR SHALL PLUG THE END OF THE PIPES WHERE SLURRY IS TO BE USED AS DIRECTED BY THE ENGINEER. CITY OF BAKERSFIELD, CALIFORNIA Nadeau Street Pro% Ref: Panama Rehob FY 13-14 PANAMA LANE Q Z J U ti W NOTE: LANE WIDTHS SHOWN ON THIS SHEET ARE EXISTING LANE WIDTHS. SEE STRIPING PLANS FOR PLACEMENT OF NEW STRIPING � d AND MARKINGS FOR THIS PROJECT. CITY RECORD No. Drawn: JA PA VEMENT REHABILITA TION 2 W: Panama Lane- Monitor St to S. Union Ave. PUBLIC WORKS DEPARTMENT Design Eng: JAF Date: 7/29/2014 Job No.: T4K220 Checked By. Pavin Plan= Sta 20+70 to Sta 25+75 0 1 lu -07 SCALE. 1 "=20' 3� SHEET NO. 7 0l 14 2 3 Symbols Legend ID INSTALL 6' x 6' TYPE "D" ADJUST MANHOLE LOOP FRAME AND COVER 0 INSTALL 6' x 6' TYPE "E" LOOP V WA TER VALVE TO BE ADJUSTED BY OTHERS 0 ADJUST MONUMENT PAD G.V. ® GAS VALVE TO BE ADJUSTED BY OTHERS 7 EXISTING SURVEY MONUMENT PAD AND COVER Brahma Street CONSTRUCT/ON NOTES: F1_1 MANHOLE AND PAD TO BE ADJUSTED BY OTHERS ADVANCE LOOPS SHALL BE PLACED AT A 0/STANCE U INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS (FIELD VERIFY LOCATION). �3 ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VALVE BOXES, AND CONCRETE PADS AFFECTED BY FULL DEPTH RECONSTRUCTION AND RESURFACING SHALL BE ADJUSTED TO NEW ROADWAY FINISH GRADE. Q CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN A88A. CONCRETE FINISHES SHALL FOLLOW STANDARD SPECIFICATIONS 73-1.06. SEE PLANS FOR CASE TYPE. F51 WATER VALVE AND PAD TO BE ADJUSTED BY OTHERS. SHOWN ON THE PLANS FROM THE LIMIT LINE AT THE INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FLOKINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES ALL LOOPS SHALL BE PLACED DIRECTL Y BEHIND THE STOPBAR AS INDICATED ON PLANS. ® ADJUST MANHOLE FRAME, LID, AND PAD PER COB STANDARD SW -2. �9 ADJUST SEWER CLEANOUT FRAME, L/0, AND PAD PER COB STANDARD SW -5. 10 CONTRACTOR SHALL USE CAUTION DURING PAVING OPERATIONS AT THIS L OCA TION DUE TO A. C. WATER MAIN. 11 ADJUST MONUMENT FRAME AND COVER PER CITY STANDARDS REGISTERED CI VI L EN GIIER -�- ___._.___.__ / CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 QRpF E SS l O,y EAN A,���0 2 a O C 46803 * Exp.6-30-15 kj-x CIVIL OF CA_\ REVISIONS No. DA TE DESCRIP TION 7/29/14 MODIFICATION TO CURB RETURNS/EX. CANAL IRRIGATION LINE/NOTES 271 / Cana/ Pipe and Access Ramp Notes 1) AN ABANDONED CANAL IRRIGATION PIPE EXISTS ALONG PANAMA LANE BETWEEN L 0WRY ST AND NADEA U ST. PER RECORD INFORMA TION. 2) THE ROADWAY LIMITS IS DEFINED AS THE PAVED ROADWAY INCLUDING THE CURB AND CUTTER. 3) REMOVE CANAL IRRIGATION PIPE WITHIN ROADWAY LIMITS AND BACKFILL AS DIRECTED BY ENGINEER. 4) ALL R. C. P. IRRIGA TION PIPE WI THIN ROA DWA Y L/M/ TS SHALL BE SLURRY FILLED AS DIRECTED BY ENGINEER. 5) ACCESS RAMPS SHALL BE MODIFIED AS NOTED ON SHEETS 6 AND 7. 6)THE EXISTING JUNCTION BOX AT NADEA U STREET IS TO BE REMOVED AND BACKFILLED AS DIRECTED BY ENGINEER. 7) THE EXISTING NORTH -SOUTH IRRIGATION LINE ALONG NADEAU STREET TO BE SLURRY FILLED WI THIN THE ROA DWA Y L/M/ IS AND AS DIRECTED BY THE ENGINEER. 8) CON TRAC TOR SHALL PLUG THE END OF THE PIPES WHERE SLURRY IS TO BE USED AS DIRECTED BY THE ENGINEER. CITY OF BAKERSFIELD, CALIFORNIA Nadeau Street Pro% Ref: Panama Rehob FY 13-14 PANAMA LANE Q Z J U ti W NOTE: LANE WIDTHS SHOWN ON THIS SHEET ARE EXISTING LANE WIDTHS. SEE STRIPING PLANS FOR PLACEMENT OF NEW STRIPING � d AND MARKINGS FOR THIS PROJECT. CITY RECORD No. Drawn: JA PA VEMENT REHABILITA TION 2 W: Panama Lane- Monitor St to S. Union Ave. PUBLIC WORKS DEPARTMENT Design Eng: JAF Date: 7/29/2014 Job No.: T4K220 Checked By. Pavin Plan= Sta 20+70 to Sta 25+75 0 1 lu -07 SCALE. 1 "=20' 3� SHEET NO. 7 0l 14 2 3 01 3 a C 0 �c 0 c 0 I 0 E 0 c 0 n. I o N N Y H to c O U N d' N c O J O E O c 1-1 O d O N N Y F_ L2 O N I d O N C' Z_ W W Z Z w I 0 0 J / 04 HARLISS WA Y CONSTRUCT/ON NOTES: Di MANHOLE AND PAD TO BE ADJUSTED BY OTHERS Legend Symbols Legend FULL DEPTH RECONSTRUCTION /N AREAS INDICATED ON THE SHOWN ON THE PLANS FROM THE L /Ml T LINE A T THE PLANS, PLACE 0.20' TYPE "A" AC OVER 0.80' TYPE "B" LOOP AC. THE DEPTH OF EXCA VA TION AND RECONS TRUC TION 0 SHALL CONFORM TO THE DETAILS SHOWN ON SHEETS 2 3F AND J OF THE PLANS ISSUED FOR THIS PROJECT. V• CONS TRUC T NEW SHOULDER WITH 0.20' TYPE "A" A. C. OVER 0.80' TYPE "B" AC WITH NATIVE SOIL COMPACTED 0 TO 959: THE DEPTH OF EXCA VA T/ AND CONS TRUC TION GAS VAL VE TO BE OF SHOULDER SHALL CONFORM TO THE DETAILS SHOWN AS INDICATED ON PLANS. ON SHEET 3 OF THE PLANS ISSUED FOR THIS PROJECT. EXISTING SURVEY MONUMENT STREET AREA WITHIN THE CITY OF RECONS TRUC TION MORA TORI UM. PRO BAKERSFIELD PAVEMENT TEC T IN PLA CE. CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & PAD AND COVER ADJUST MANHOLE FRAME, LID, AND PAD PER COB HARLISS WA Y CONSTRUCT/ON NOTES: Di MANHOLE AND PAD TO BE ADJUSTED BY OTHERS 0 Symbols Legend ID INSTALL 6' x 6' TYPE "D" SHOWN ON THE PLANS FROM THE L /Ml T LINE A T THE ADJUST MANHOLE ON PLANS (FIELD VERIFY LOCATION), LOOP INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' FRAME AND COVER 0 INSTALL 6' x 6' TYPE "E" OF THE CURB FL0KINE SHALL BE A MINIMUM OF 1.5" 3F ALL EXISTING MONUMENT LIDS, MANHOLES, LOOP V• WA TER VALVE TO BE CLEANOUTS, VALVE BOXES, AND CONCRETE PADS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. ALL ADJUSTED BY OTHERS 0 ADJUST MONUMENT PAD G.V. ® GAS VAL VE TO BE RESURFACING SHALL BE ADJUSTED TO NEW AS INDICATED ON PLANS. ADJUSTED BY OTHERS �p EXISTING SURVEY MONUMENT 4] CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & PAD AND COVER ADJUST MANHOLE FRAME, LID, AND PAD PER COB GUTTER PER CAL TRANS STANDARD PLAN A88A. STANDARD SW -2. HARLISS WA Y REGISTERED CIVIL ENGINEER CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE BAKERSFIELD, CA 93,301 QRpFESS/ON' DEAN R �'\ C 46803 * Exp. 6-30-1 C I V I L OF\F ,/ CAS �. REVISIONS No. DA TE I DESCRIP TION 171 // 271 / / SCALE: 1 "=20' k R� N 0 TE: LANE WI D THS SH 0 WN ON THIS SHEET ARE EXISTING LANE ?3 WIDTHS. SEE STRIPING PLANS FOR PLACEMENT OF NEW STRIPING AND MARKINGS FOR THIS PROJECT _ Proj Ref. Panama Rehab FY 1J-14 Drawn: JA PAVEMENT REHABILITA TION 2014- Panama Lane- Monitor St to S. Union Ave: SHEET A�0. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Design Eng: JAF Paving Plan= Sta 25+75 to Sta 31+70 8 OF i 4 Date: 3/13/2014 Job No.: TJK220 Checked By. AIS I%, 0 1 2 3 CONSTRUCT/ON NOTES: Di MANHOLE AND PAD TO BE ADJUSTED BY OTHERS 0 ADVANCE LOOPS SHALL BE PLACED AT A DISTANCE D INSTALL FIRE HYDRANT MARKERS AS SHOWN SHOWN ON THE PLANS FROM THE L /Ml T LINE A T THE ON PLANS (FIELD VERIFY LOCATION), INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FL0KINE SHALL BE A MINIMUM OF 1.5" 3F ALL EXISTING MONUMENT LIDS, MANHOLES, BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS CLEANOUTS, VALVE BOXES, AND CONCRETE PADS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. ALL AFFECTED BY FULL DEPTH RECONSTRUCTION AND LOOPS SHALL BE PLACED DIRECTLY BEHIND THE STOPBAR RESURFACING SHALL BE ADJUSTED TO NEW AS INDICATED ON PLANS. ROADWAY FINISH GRADE. 4] CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & ® ADJUST MANHOLE FRAME, LID, AND PAD PER COB GUTTER PER CAL TRANS STANDARD PLAN A88A. STANDARD SW -2. CONCRETE FINISHES SHALL FOLLOW STANDARD�g ADJUST SEWER CLEANOUT FRAME, LID, AND PAD PER SPECIFICATIONS 73-1.06. SEE PLANS FOR CASE TYPE. COB STANDARD SW -5. D5 WA TER VA VE ANO PAD TO BE ADJUSTED BY OTHERS 10 CONTRACTOR SHALL USE CAUTION DURING PAVING OPERATIONS AT THIS L OCA TION DUE TO A. C. WATER MAIN. i t ADJUST MONUMENT FRAME AND COVER PER CITY STANDARDS. REGISTERED CIVIL ENGINEER CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE BAKERSFIELD, CA 93,301 QRpFESS/ON' DEAN R �'\ C 46803 * Exp. 6-30-1 C I V I L OF\F ,/ CAS �. REVISIONS No. DA TE I DESCRIP TION 171 // 271 / / SCALE: 1 "=20' k R� N 0 TE: LANE WI D THS SH 0 WN ON THIS SHEET ARE EXISTING LANE ?3 WIDTHS. SEE STRIPING PLANS FOR PLACEMENT OF NEW STRIPING AND MARKINGS FOR THIS PROJECT _ Proj Ref. Panama Rehab FY 1J-14 Drawn: JA PAVEMENT REHABILITA TION 2014- Panama Lane- Monitor St to S. Union Ave: SHEET A�0. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Design Eng: JAF Paving Plan= Sta 25+75 to Sta 31+70 8 OF i 4 Date: 3/13/2014 Job No.: TJK220 Checked By. AIS I%, 0 1 2 3 3 c O c O c 0 I 0 E O c a a I 0 N N Y d' F- N C O U N N C O J O E O C O d O N N Y F - LO O N I v O N O Z_ Of W W Z_ 0 Z w I D D J / R14 0 1 2 O� 3 c O C D O c 0 I 0 E 0 c 0 a I 0 N N Y H 0 U N Q' N C O J O E O C O d O N N Y O N I O N C7 Z w w Z_ 0 Z W I cl O J / 92 Monitor Street STR/P/NG/ MARKERS/ LOOPS NOTES ; O INSTALL 1' WIDE STOP BAR AND 12 INSTALL TYPE E LOOP 2O CROSSWALK STRIPING. (WHITE) INSTALL TYPE IV ARROWS 13 INSTALL TYPE D LOOP O3 INSTALL DETAIL 9 14 CONSTRUCT R26(CA) SIGN SCALE: 1 "=20 2 OVER EX R81 CA ON EX POLE 4O INSTALL DETAIL 22 PER DTL "C" SHT 4 5 O INSTALL DETAIL 27B 15 CONSTRUCT POLE WITH R7-9 SIGN PER DTL "D" SHT 4 O NOT USED 16 INSTALL R81(A) SIGN TO EX. "B" POLE PER D TL SHT 4 O INSTALL DETAIL 32 17 INSTALL MODIFIED TYPE D O8 INSTALL DETAIL 38 LOOP ig INSTALL FIRE HYDRANT Og INSTALL DETAIL 38A MARKERS AS SHOWN ON PLANS (FIELD VERIFY LOCATIONS) 10 INSTALL DETAIL 39 19 CONSTRUCT R81 (CA) SIGN n INSTALL DETAIL 39A AND POLE PER DTL "A' SHT 4 Monitor Street CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT PANAMA LANE )j. Ref. Panama Rehab FY 13-14 Drawn: JA Design Eng: JAF te: 3/13/2014 Job No.: T4K220 Checked By. N* v PA VEMENT REHABILITATION 2014 PANAMA LANE -Monitor St. to S. Union Ave. Striping Plan Monitor St to Sta. 14+25 4 SHEET N C. 10 CF 14 gpFESS/,�N� MARKING LEGEND SYMBOL DESCRIP TION 0�0 TYPE IV ARROW (15 SF) 12" WIDE CROSSWALK MARKING BIKE LANE AND ARROW (10 SF) CITY OF BAKERSFIELD q CIVIL 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 c OF cp'_ � CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT PANAMA LANE )j. Ref. Panama Rehab FY 13-14 Drawn: JA Design Eng: JAF te: 3/13/2014 Job No.: T4K220 Checked By. N* v PA VEMENT REHABILITATION 2014 PANAMA LANE -Monitor St. to S. Union Ave. Striping Plan Monitor St to Sta. 14+25 4 SHEET N C. 10 CF 14 gpFESS/,�N� pEAN �. REGISTERED CIVIL ENGIIWEER C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD q CIVIL 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 c OF cp'_ � REVISIONS No. DA TE DESCRIP TION SCALE: 1 "=20 2 / / CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT PANAMA LANE )j. Ref. Panama Rehab FY 13-14 Drawn: JA Design Eng: JAF te: 3/13/2014 Job No.: T4K220 Checked By. N* v PA VEMENT REHABILITATION 2014 PANAMA LANE -Monitor St. to S. Union Ave. Striping Plan Monitor St to Sta. 14+25 4 SHEET N C. 10 CF 14 CL L Ln N O N c- 0 O T O a 7 L F- c c O_ C D O c 0 I O E 0 c O d I O N N Y V F C O U N Of N C O J O E O C a I O N N Y 'ct H to O N I v O N 0 Z_ w W W Z_ 0 Z W I J / 914 00 ESS/av O '�l �F. OFAN R F REGIS TER D CIVIL Eli INFER, C 46803 * Exp. 6-30-15 Cl TY OF BA KER SFI EL D 9501 TRUX TUN A VENUEqT �lv� F� BAKERSFIELD, CA 93,301 F OF CA - REVISIONS No. DA TE OESCRIP TION Nj 7 SCALE: 1 "=20' *? / 3� SHEE T NO. 11 OF 14 0 1 2 3 STR/P/NG/ MARKERS/ LOOPS NOTES : O1 INSTALL 1' WIDE STOP BAR AND 12 INSTALL TYPE E LOOP CROSSWALK STRIPING. (WHITE) 2O INSTALL TYPE IV ARROWS 13 INSTALL TYPE D LOOP O3 INSTALL DETAIL 9 14 CONSTRUCT R26(CA) SIGN OVERR EX 81(CA) ON EX POLE 4O INSTALL DETAIL 22 PER DTL "C" SHT 4 O5 INSTALL DETAIL 27B 15 CONSTRUCT POLE WITH R7-9 "D" SIGN PER DTL SHT 4 OINSTALL TYPE "0" OBJECT 16 INSTALL R81(A) SIGN TO EX. MARKERS AS NOTED POLE PER DTL "B" SHT 4 O7 INSTALL DETAIL 32 17 INSTALL MODIFIED TYPE D O8 INSTALL DETAIL 38 LOOP 1g INSTALL FIRE HYDRANT gO INSTALL DETAIL 38A MARKERS AS SHOWN ON PLANS (FIELD VERIFY L DCA TIONS) 10 INSTALL DETAIL 39 19 CONSTRUCT R81 (CA) SIGN 11 INSTALL DETAIL 39A AND POLE PER DTL "A' SHT 4 00 ESS/av O '�l �F. OFAN R F REGIS TER D CIVIL Eli INFER, C 46803 * Exp. 6-30-15 Cl TY OF BA KER SFI EL D 9501 TRUX TUN A VENUEqT �lv� F� BAKERSFIELD, CA 93,301 F OF CA - REVISIONS No. DA TE OESCRIP TION Nj 7 SCALE: 1 "=20' *? / 3� SHEE T NO. 11 OF 14 0 1 2 3 MARKING LEGEND SYMBOL DESCRIPTION t A TYPE IV ARROW (15 SF) 12" WIDE CROSSWALK MARKING BIKE LANE AND ARROW (10 SF) 00 ESS/av O '�l �F. OFAN R F REGIS TER D CIVIL Eli INFER, C 46803 * Exp. 6-30-15 Cl TY OF BA KER SFI EL D 9501 TRUX TUN A VENUEqT �lv� F� BAKERSFIELD, CA 93,301 F OF CA - REVISIONS No. DA TE OESCRIP TION Nj 7 SCALE: 1 "=20' *? / 3� SHEE T NO. 11 OF 14 0 1 2 3 w Q r� v, W •• W Ln rr^^ vJ 0 � uj W N � w _ UU C a I C O C I O E O C O N C O U N Of I C I C O J O E O C O O N I O N 0 Z Of W W Z_ 0 Z w 0 0 J / � 10 (137 LF) O1 INSTALL O 12 Ln O N p N N co m 14 m CnW OVER EX R81(CA) ON EX POLE 40INSTALL N PER DTL "C" SHT 4 N INSTALL DETAIL 278 15 CONSTRUCT POLE WITH R7-9 SIGN PER DTL "D" SHT 4 OINSTALL 20 — 21 7 128 LF N N O3 (284 LF) a rn �, 10 (99 LF) 0 10 (51 LF) STOP BAR 1 `� ��• --� TREE NAME SIGN i E' BETTY WAY Y CITY OF BAKERSFIELD, CALIFORNIA rn m 0 z W m 1 N' EX STREET SMEl N m 200 LF O N O3 (485 LF) i i 20 Mv (102 LF) N 23 1 STRIP/NG/ MARKERS/ LOOPS NOTES O1 INSTALL 1' WIDE STOP BAR AND 12 INSTALL TYPE E LOOP O CROSSWALK STRIPING. (WHITE) INSTALL TYPE IV ARROWS 13 INSTALL TYPE D LOOP O3 INSTALL DETAIL 9 14 CONSTRUCT R26(CA) SIGN OVER EX R81(CA) ON EX POLE 40INSTALL DETAIL 22 PER DTL "C" SHT 4 O INSTALL DETAIL 278 15 CONSTRUCT POLE WITH R7-9 SIGN PER DTL "D" SHT 4 OINSTALL TYPE "Q" OBJECT ,g INSTALL R81(A) SIGN TO EX. MARKERS AS NOTED POLE PER DTL 18" SHT 4 O7 INSTALL DETAIL 32 17 INSTALL MODIFIED TYPE D O8 INSTALL DETAIL 38 LOOP �g INSTALL FIRE HYDRANT g0 INSTALL DETAIL 38A MARKERS AS SHOWN ON PLANS (FIELD VERIFY L OCA TIONS) 10 INSTALL DETAIL 39 �g CONSTRUCT R81 (CA) SIGN „ INSTALL DETAIL 39A AND POLE PER DTL "A' SHT 4 0 z W m 1 N' EX STREET SMEl N m 200 LF O N O3 (485 LF) i i 20 Mv (102 LF) N 23 1 N N 24 7 (45 LF) N N 03 rN, 11 (87 LF) O C:� V) W W STOP BAR , EX STREET ( O NAME SIGN (25 SF) i �o N &lr STOP SIGN M QRpFESS/ON\ gEAN REGISTERED CI VIL NGINEER C46803 * Exp.6-30-15 CITY OF BAKERSFIELD s� V/Z\ 1501 TRUXTUN AVENUE qTF I��� � BAKERSFIELD, CA 93301 OF m_\F REVISIONS No. DA TE OESCRIP TION SCALE: 1 "=20' 10 (73 LF) J � � N CN �W Cn W CIO (58 LF) O t 0 (205 LF) O (227 LF) ) v0 0�+' Nm POWER POLE A D a ON TDOWN GUY WlR Q, _ x (n m Lo _ _EDGE OF PA V/ G �o ( 775 LF) Q W Q-) 25 '� (105 LF) O � vJ Lu�V ~J~ N � O S TOP SlG 4 Proj Ref. Panama Rehab FY 13-14 Drawn: JA PAVEMENT REHABILITATION 2014 PANAMA LANE -Monitor St. to S Union Ave. SHEET nl �. PUBLIC WORKS DEPARTMENT Design Eng: JAF Striping Plan Sta. 19+85 to Sta. 25+75 12 of i 4 Dote: 3/13/2014 Job No.: T4K220 Checked By.- NS6 0 1 2 3 MARKING LEGEND SYMBOL DESCR/P TION TYPE IV ARROW (15 SF) 12" WIDE CROSSWALK MARKING BIKE LANE AND ARROW (10 SF) 0�0 N N 24 7 (45 LF) N N 03 rN, 11 (87 LF) O C:� V) W W STOP BAR , EX STREET ( O NAME SIGN (25 SF) i �o N &lr STOP SIGN M QRpFESS/ON\ gEAN REGISTERED CI VIL NGINEER C46803 * Exp.6-30-15 CITY OF BAKERSFIELD s� V/Z\ 1501 TRUXTUN AVENUE qTF I��� � BAKERSFIELD, CA 93301 OF m_\F REVISIONS No. DA TE OESCRIP TION SCALE: 1 "=20' 10 (73 LF) J � � N CN �W Cn W CIO (58 LF) O t 0 (205 LF) O (227 LF) ) v0 0�+' Nm POWER POLE A D a ON TDOWN GUY WlR Q, _ x (n m Lo _ _EDGE OF PA V/ G �o ( 775 LF) Q W Q-) 25 '� (105 LF) O � vJ Lu�V ~J~ N � O S TOP SlG 4 Proj Ref. Panama Rehab FY 13-14 Drawn: JA PAVEMENT REHABILITATION 2014 PANAMA LANE -Monitor St. to S Union Ave. SHEET nl �. PUBLIC WORKS DEPARTMENT Design Eng: JAF Striping Plan Sta. 19+85 to Sta. 25+75 12 of i 4 Dote: 3/13/2014 Job No.: T4K220 Checked By.- NS6 0 1 2 3 00 C6 N d' O N Cd L U O T 0 5) N 7 H 0) 3 D O C 0 I 0 E 0 C O I O N N Y d' F- N C O U N N C O J O E O C 0 d I O N N Y / 0 N I 0 N Z_ Of W W Z_ 0 Z W I 0 0 / 'A STR/P/NG/ MARKERS/ LOOPS NOTES O INSTALL 1' WIDE STOP BAR AND t2 INSTALL TYPE E LOOP CROSSWALK STRIPING. (WHITE) 12" WIDE CROSSWALK MARKING 2 INSTALL TYPE IV ARROWS 13 INSTALL TYPE D LOOP iO 3O INSTALL DETAIL 9 14 CONSTRUCT R26(CA) SIGN OVER EX R81(CA) ON EX POLE 4O INSTALL DETAIL 22 PER DTL "C" SHT 4 O5 INSTALL DETAIL 27B 15 CONSTRUCT POLE WITH R7-9 SIGN PER D TL "D" SHT 4 O INSTALL TYPE "Q" OBJECT 16 INSTALL R81(A) SIGN TO EX. MARKERS AS NOTED POLE PER DTL "B" SHT 4 O7 INSTALL DETAIL 32 17 INSTALL MODIFIED TYPE D 8O INSTALL DETAIL 38 1g LOOP INSTALL FIRE HYDRANT Og INSTALL DETAIL J8A MARKERS AS SHOWN ON PLANS (FIELD VERIFY LOCA TIONS) 10 INSTALL DETAIL 39 tg CONSTRUCT R81 (CA) SIGN n INSTALL DETAIL 39A AND POLE PER DTL "A' SHT 4 NN Q� �W Z4z J uj Uco 15ti Harliss Way m SCALE.- 1 "=20' REGISTERED Cl VIL ENGINEER q?O ESS/ON DEAN tie Q C 46803 7u * Exp. 6-30-15 * Cl TY OF BAKERSFIELD 1501 TRUX TUN AVENUE BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE I DESCRIP TION 171 // PANAMA LANE I Cl T Y RECORD No. Prof. Ref. Panama Rehab FY 13-14 Drawn: JA PAVEMENT REHABILITATION 2014 PANAMA LANE -Monitor St. to S. Union Ave. SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Design Eng: JAF Striping Plan Sta. 25f75 to Sta. 31f25 13 OF l4 Date: 3/18/2014 Job No.. T4K220 Checked By.•,V.5( p �' 0 1 2 3 MARKING LEGEND SYMBOL DESCRIPTION TYPE IV ARROW (15 SF) 12" WIDE CROSSWALK MARKING t BIKE LANE AND ARROW (10 SF) 0�0 Harliss Way m SCALE.- 1 "=20' REGISTERED Cl VIL ENGINEER q?O ESS/ON DEAN tie Q C 46803 7u * Exp. 6-30-15 * Cl TY OF BAKERSFIELD 1501 TRUX TUN AVENUE BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE I DESCRIP TION 171 // PANAMA LANE I Cl T Y RECORD No. Prof. Ref. Panama Rehab FY 13-14 Drawn: JA PAVEMENT REHABILITATION 2014 PANAMA LANE -Monitor St. to S. Union Ave. SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Design Eng: JAF Striping Plan Sta. 25f75 to Sta. 31f25 13 OF l4 Date: 3/18/2014 Job No.. T4K220 Checked By.•,V.5( p �' 0 1 2 3 u +i CQ '(I 1 LF) 4O �, 18 ■ (all LF) 9 EX STREET STRIP/NG/ MARKERS/ LOOPS NOTES : O INSTALL 1' WIDE STOP BAR AND12 "rtxKe INSTALL TYPE E LOOP �, n, CROSSWALK STRIPING. (WHITE) 12 c_0 o O INSTALL TYPE IV ARROWS 13 INSTALL TYPED LOOP 3O INSTALL DETAIL 9 14 CONSTRUCT R26(CA) SIGN DIS TANE TO OVER EX R81(CA) ON EX POLE 4O INSTALL DETAIL 22 SHOULDER PER DTL "C" SHT 4 O5 INSTALL DETAIL 27B 15 CONSTRUCT POLE WITH R7-9 "D" 32 SIGN PER D TL SHT 4 O INSTALL TYPE "0" OBJECT 16 INSTALL R81 A) SIGN TO EX. MARKERS AS NOTED POLE PER DTL"B" SHT 4 O7 INSTALL DETAIL 32 17 INSTALL MODIFIED TYPE D O8 INSTALL DETAIL 38 LOOP 1g INSTALL FIRE HYDRANT gO INSTALL DETAIL 38A MARKERS AS SHOWN ON PLANS (FIELD VERIFY LOCA TIONS) 10 INSTALL DETAIL 39 19 CONSTRUCT R81 (CA) SIGN 11 INSTALL DETAIL 39A AND POLE PER DTL "A' SHT 4 N LIMIT SIGN u +i CQ '(I 1 LF) 4O �, 18 ■ (all LF) 9 EX STREET r� o, CL 18 DESCRIP TION "rtxKe NAME SIGN �, n, 212L 12 c_0 o N gM rQkl�a. Chi co DIS TANE TO _ 11 (35 LF) LIMIT LI E. 350' N SHOULDER � 5 (183 LF) 32 I — *aP �oaT° s� pR (126 LF) 4 2120 12 0, �Q + a o, CL 18 DESCRIP TION A TYPE IV ARROW (15 SF) 12" WIDE CROSSWALK MARKING BIKE LANE AND ARROW (10 SF) �, n, 212L 12 c_0 o N co DIS TANE TO _ 11 (35 LF) LIMIT LI E. 350' N � m I ' PB#1 1 l I J (33 SF) 1 Fw d OH EX STREET t 8 ME lGN CONTRACTOR TO TIE DETECTOR LEAD-IN ° CABLES (DLC'S) INTO EXISITNG TRAFFIC 0 SIGNAL PULLBOX (PB #I). CONTRACTOR 1 SHALL COORDINATE WITH CITY TRAFFIC EENGINEERING. O a1 TIBURON ST / O 1• O C O W N Y 0 Z L / U N I 0 O N / 45 C.� Z_ ct W W Z 0 Z W 0 J / CONTRACTOR TO TIE DETECTOR LEAD-IN CABLES (DLC'S) INTO EXISITNG TRAFFIC SIGNAL PULLBOX (PB 12). CONTRACTOR SHALL COORDINATE WITH CITY TRAFFIC ENGINEERING. CITY OF BAKERSFIELD, CALIFORNIA 35 CONTRACTOR TO TIE DETECTOR LEAD-IN CABLES (DL C'S) INTO EX/S/ TNG TRAFFIC SIGNAL PULLBOX (PB #3). CONTRACTOR SHALL COORDINATE WITH CITY TRAFFIC ENGINEERING. PANAMA LANE EX. A. C. 12 12 5J1L 12 12 2140 EX TRAFFIC CONT OLLER wr7j rt I.- 13 O O RE - CROSSWALK (235 SF) O CITY OF BAKERSFIELD WILL BE RESPONSIBLE FOR WIRING AND CONNECTIONS FROM PB#3 TO THE I EXISTING TRAFFIC CONTROLLER CABINET q?OESS/pN\\ DEAN R 4� Z / C/) CD REGIS TERED ClVlL EN (NEER w C46803 :�:u -_ yF Exp. 6-30-1 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF C1Vl\- BAKERSFIELD, CA 93301 OF c '\_ REVISIONS No. DA TE DESCRIP TION 1 / / 2T I � SCALE: 1 "=20' 1 tT F E 93 37 i� � r f1; i 3 Cl T Y RECORD No. Proj^ Ref: Panama Rehab FY 13-14 Drawn: JA PAVEMENT REHABILITATION 2014- PANAMA LANE -Monitor St to S. Union Ave SHEET NO. PUBLIC WORKS DEPARTMENT Design Eng: JAF Striping Plan Sta. 31+50 to S. Union Ave. 14 of 14 Date: 3/21/2014 Job No.: T4K220 Checked By. g 0 1 2 3 MARKING LEGEND SYMBOL DESCRIP TION A TYPE IV ARROW (15 SF) 12" WIDE CROSSWALK MARKING BIKE LANE AND ARROW (10 SF) EX. HOUSE CONTRACTOR TO TIE DETECTOR LEAD-IN CABLES (DLC'S) INTO EXISITNG TRAFFIC SIGNAL PULLBOX (PB 12). CONTRACTOR SHALL COORDINATE WITH CITY TRAFFIC ENGINEERING. CITY OF BAKERSFIELD, CALIFORNIA 35 CONTRACTOR TO TIE DETECTOR LEAD-IN CABLES (DL C'S) INTO EX/S/ TNG TRAFFIC SIGNAL PULLBOX (PB #3). CONTRACTOR SHALL COORDINATE WITH CITY TRAFFIC ENGINEERING. PANAMA LANE EX. A. C. 12 12 5J1L 12 12 2140 EX TRAFFIC CONT OLLER wr7j rt I.- 13 O O RE - CROSSWALK (235 SF) O CITY OF BAKERSFIELD WILL BE RESPONSIBLE FOR WIRING AND CONNECTIONS FROM PB#3 TO THE I EXISTING TRAFFIC CONTROLLER CABINET q?OESS/pN\\ DEAN R 4� Z / C/) CD REGIS TERED ClVlL EN (NEER w C46803 :�:u -_ yF Exp. 6-30-1 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF C1Vl\- BAKERSFIELD, CA 93301 OF c '\_ REVISIONS No. DA TE DESCRIP TION 1 / / 2T I � SCALE: 1 "=20' 1 tT F E 93 37 i� � r f1; i 3 Cl T Y RECORD No. Proj^ Ref: Panama Rehab FY 13-14 Drawn: JA PAVEMENT REHABILITATION 2014- PANAMA LANE -Monitor St to S. Union Ave SHEET NO. PUBLIC WORKS DEPARTMENT Design Eng: JAF Striping Plan Sta. 31+50 to S. Union Ave. 14 of 14 Date: 3/21/2014 Job No.: T4K220 Checked By. g 0 1 2 3 EX. HOUSE Dty EX BUS ST095 S. Union Ave. *aP �oaT° s� pR AND SIGN 1 � M.. EDGE0PF PA VING — — `.'f :ai S ger CO v EX SPEED O (38 LF) N LIMIT SIGN r7 N N 33 �, rn L n o 34 4 (190 LF) STREET CENTERLINE N (15 SF) O (100 EF) 0 (190 LF) LO ^I 0(227 LF) ^' s (190 LF) `o • v' N CORE LOCA TION C-5 10 (170 LF) e14 --.._ N 2 (15 SF) 9 (170 LF) CONTRACTOR TO TIE DETECTOR LEAD-IN CABLES (DLC'S) INTO EXISITNG TRAFFIC SIGNAL PULLBOX (PB 12). CONTRACTOR SHALL COORDINATE WITH CITY TRAFFIC ENGINEERING. CITY OF BAKERSFIELD, CALIFORNIA 35 CONTRACTOR TO TIE DETECTOR LEAD-IN CABLES (DL C'S) INTO EX/S/ TNG TRAFFIC SIGNAL PULLBOX (PB #3). CONTRACTOR SHALL COORDINATE WITH CITY TRAFFIC ENGINEERING. PANAMA LANE EX. A. C. 12 12 5J1L 12 12 2140 EX TRAFFIC CONT OLLER wr7j rt I.- 13 O O RE - CROSSWALK (235 SF) O CITY OF BAKERSFIELD WILL BE RESPONSIBLE FOR WIRING AND CONNECTIONS FROM PB#3 TO THE I EXISTING TRAFFIC CONTROLLER CABINET q?OESS/pN\\ DEAN R 4� Z / C/) CD REGIS TERED ClVlL EN (NEER w C46803 :�:u -_ yF Exp. 6-30-1 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF C1Vl\- BAKERSFIELD, CA 93301 OF c '\_ REVISIONS No. DA TE DESCRIP TION 1 / / 2T I � SCALE: 1 "=20' 1 tT F E 93 37 i� � r f1; i 3 Cl T Y RECORD No. Proj^ Ref: Panama Rehab FY 13-14 Drawn: JA PAVEMENT REHABILITATION 2014- PANAMA LANE -Monitor St to S. Union Ave SHEET NO. PUBLIC WORKS DEPARTMENT Design Eng: JAF Striping Plan Sta. 31+50 to S. Union Ave. 14 of 14 Date: 3/21/2014 Job No.: T4K220 Checked By. g 0 1 2 3