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HomeMy WebLinkAbout6.1-1736 Record DrawingSHEE T 1 SHEE T 2 SHEET 3 SHEE T 4 SHEE T 5 SHEET 6 SHEE T 7 SHEET 8 SHEET 9 SHEET 10 SHEE T 11 SHEET 12 SHEET 13 SHEET 14 SHEE T 14A LIST OF DRAWINGS TI TL E SHEET PA VING SECTIONS PLAN/PROFILE AND DETAILS TRAFFIC DETAILS CITY OO F BA � ERSFIELD 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 PAVING PLAN PANAMA LANE. - STA 25+75 TO STA 31+ 70 PAVING PLAN PANAMA LANE STA - 31 + 70 TO S. UNION AVE. STRIPING PLAN PANAMA LANE. -MONITOR ST TO STA 14+25 STRIPING PLAN PANAMA LANE. -STA 14+25 TO STA 19+85 S TRIPING PLAN PANAMA L ANE.• S TA 19+85 TO S TA 25+ 75 S TRIPING PLAN PANAMA LANE. -STA 25+75 TO S TA 31+ 25 STRIPING PLAN PANAMA LANE. STA 31+25 TO S. UNION AVE IC14AS'ING DE -TA I LS BENCHMARK THE TOP OF THE MONUMENT L OCA TED IN A LAMPHOLE AT THE CENTERLINE IN TERSEC TION OF PANAMA LANE AND MONITOR STREET WAS USED AS THE BENCHMARK FOR THIS PROJECT THE EL E VA TION IS 362.53'. (NA VD 83) VS W _ MYA & qvrf]A;�� THE CEN TERL INE OF PANAMA LANE BETWEEN THE MONUMENT AT M ONI TOR S TREE T 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 ST -16, ST -21, SW -3, SW -6, T-19 STATE STANDARDS A 10A, A 10B, A20A, A20B, A20D, A24A, A24C, A24D, A24E,' A 73A, A88A, ES -1A, ES -1B, ES -5A, ES -5B NO TE: ALL REFERENCES TO "CLASS B CONCRETE" SHALL BE REPL A CED 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 EASEMEN T - - RICH T- OF- WA Y CEN TERL INE RAILROAD TRACKS X CHAIN LINK FENCE --------- EXIST CURB & GUTTER ------------------- EXIST. A.C. FLOWUNE --'�'-----'�'-----=�'-- EXIST. EDGE OF PAVEMENT GUARD RAIL IMPRO VEMEN TS UTILITY SYMBOLS MON/TOR ST, to S. UNION A VE. FEDERAL PROJECT NO. S TPL =5109 (204) PA�ECT LOCATI�OW .1>cst.�s ARR.t►�o �Gc7Nst'2�tt`Tti�l �N, STATE OF CALIFORNIA, NO TE.- THE ETHE CON TRA C TOR MUST POSSESS THE FDL L O WING VALID LICENSES: �N�lCX�I 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 0. 50 M;ccs LOCATION MAP w EXIST WA TER LINE s EXIST SEWER LINE G EXIST GAS LINE SD EXIST STORM DRAIN NOT TO SCALE 617 OH EXIST AERIAL E EXIST UNDERGROUND ACTING PUBLIICE WOR SEDIRECT, LINES POWER LINE QRoFESS/pN TV EXIST UNDERGROUND T EXIST UNDERGROUND ���� o oEAry Rq9� APPROVAL RECOMMENDED TV CABLES PHONE LINE FINAL PAY QUANTITIES 0 EXIST OIL LINE FO EXIST FIBER OPTIC LINE Li C 46803 � * Exp. 6-30-15 * POS/TION CURREN TL ) F.H. G.M. GAS METER ITEM EST/MATED UNIT OF ASSISTANT PUBLIC WORKS DIRT Fol MANHOLE FIRE HYDRANT ® QUANTITY MEASURE 9T CIV1\- EAR THWORK (ROA DWA Y EXCA VA TION) 8,766 C F OF- CAb P.P. W.M. G.V. GAS VAL VE TRAFFIC STRIPING 11,668 LF -0-- POWER POLE 0 WATER METER PA'1EMEN T MARKINGS 1,649 SF CIVIL ENGIN ER IV — DESIG E FIRE HYDRANT MARKERS 6 EA W.V. $ BENCHMARK .: EXISTING MONUMEN T N WATER VALVE r jam...... © FU TURF MONUMEN T 0-� STREET LIGHT W/MAST ARM M*- AU TO SCOPE CITY RECORD No. TRAFFIC ENGINEERING S. L. C.O. 2E� OMA ¢92004 Jai coe Project No.: T4K220 PA t/EMENT REHABILITATION 20/4 3 STREET LIGHT CLEAN OUT © PRE- EMP TION DEV/CE File Path: K: \LDD—ENGIN EERING\2014-2015\T4K220—Ponama Lane Reconst PANAMA LANE- Monitor St to S. Union Ave. File Name: T4K220—Panama—Mon to Union.dwg 0 1 2 3 1-1 O N C) r CL .-. N F - v Q O .0 D uj 0 U) L- 0 .E `v E t(i CL O Cu Cz N 4-4C E c� LL 3 0 D 0 0 i 0 0 0 0- 0 N N Y a F N 0 U N d' C 0 0 J O 0 0 a i O N N Y / 0 N 4- 0 O z x W W Z Z W 0 J �A QRpFESS/ON OEAN w of Q� r� R w R/W REGI S TE D Cl VI L E GINEER C 46803 �"``'�--•-.. * Exp . 6 - 30-15 55' STREET R/W WIDTH 55' STREET R/W WIDTH Cl TY OF BAKERSFIELD �P TION 1501 TRUX TUN AVENUE qT C/Vl ROADWAY EXCA VA BAKERSFIELD, CA 93301 F OF CA1.�F� FINISH ROADWAY SURFACE EXCA VA TE TO A DEPTH R/W EX UTILITY POLE(S) EX. ROADWAY SURFACE OF 1.0' U.N.O. FINISH ROADWAY SEE PLAN REVISIONS SURFACE 55' STREET R%iN WD TH ROAD WA Y EXCA VA TION No. DA TE BY DESCRIP TION LIP OF EX CURB EXCA VA TE TO A DEPTH STRAIGHT GRADDE* STRA/GHT GRADE*Ni�T OF 1.0' U.N. 0. EX FENCE 4'-t 23' f 9_ - t� SHOULD R 2 - p BACK/N - - - 4:1 9 STRAIGHT GRADE STRAIGHT GRADE R/W MAXI RECORD INFORMA TION: E....,. PLACE 0.20' TYPE "A" A.C. EXISTING ROADWAY ' °' SECTION VARIES SEE PLACE 0.20' TYPE "A" A.C. 0 R 0.80 TYPE B A.C. PLANS FOR CORE >� (SEE PLAN FOR LIMITS) SECTIONS OVER 0.80 TYPE B A.C. (SEE PLAN FOR LIMITS) M 55' STREET R/W WIDTH EDGE OF EXISTING PLACE 0.20' TYPE "A" A. C. _ 1 AND NEW PAVING OVER 0.80' TYPE "B" A. (SEE PLAN FOR LIMITS) U. N. 0. - UNLESS NO TED 0 THER WISE U. N. 0. - UNLESS NO TED 0 THER WISE A Panama Lane: Monitor Street to Sta 25+00 Q NOT To SCALE CROSS SECTION -Panama Lane: Sta 29+35 to 30+35 — SHOULDER BACKING VARIES 4'-6' SHOULDER PAVING WIDTH VARIES 4'- 7' R/ SEE PLAN SHEETS R/W R/W CC R/W 30' STREET R/W WIDTH STREET R/W W/DTH VARIES. 55'-70' 55' STREET R V 'WIDTH 55' STREET R W WIDTH NO- / / EX PA VING SECTION ROAD WA Y EXCA VA TION I 21'.± PAVING SECTION VARIES. • 17'-20' EXCA VA TE TO A DEPTH I ROADWAY EXCA VA TION OF 1.0' U.N.O. EX FENCE 1 4.t ' 91.t 12'.± EXCA VA TE TDA DEPTH MA TCH EXISTING 4:1 MAX STRAIGHT GRADE _y PLACE 0.20' TYPE "A" A.C. 9 HOULDE EX. PAVING OF 1.0' U.N. 0. ..STRAIGHT GRADE 1 _._---- OVER 0.80' TYPE "B" A.C. ACKING SECTION "" 4: 1 MAX STRAIGHT GRAD SEE PLAN FOR LIMITS r -T ST RIGHT GRADE E � M,. � � NEW E. P. 24' PAVING SECTION M L OCA TION _ 9 9 EDGE OF EXISTING ..� EX PAVING SECT/ON � � `" �"° -�- -�- •....,.,,1 � ROADWAY SECTION � � � � � � `•` � -�- •.... PL -ACE .T.YPEA„ C. _ OVER 0.80' TYPE "e A. C. (SEE PLAN FOR LIMITS) U.N. 0. - UNLESS NOTED OTHERWISE U.N. D. - UNLESS NOTED OTHERWISE B CROSS SECTION -(Harliss•Panama Lane• Sta 25+00 to Sta 27+I5 Street) CROSS SECT/ON -Panama Lane- Sta 30+35 to 33+70 R/W R/W RIW STREET CIL R/W 55' STREET R/W WIDTH 55' STREET R/W WIDTH 30' STREET R/W WIDTH 55' - 70' STREET R/W WIDTH ROAD WA Y EXCA VA TION CONSTRUCT ROAD WA Y EXCA VA TION FINISH ROADWAY SURFACE EXCA VA TE TO A DEPTH CURB/GUTTER, SIE EXCA VA TE TO A DEPTH ROAD WA Y EXCA VA TION EX. ROADWAY SURFACE OF 1.0' U.N. O. FINISH ROAD WAY AND D W S PER OF 1.0'-1.2f (VARIES) EXCA VA TE TO A DEPTH SURFACE PLAN/PROFILE SH TS — OF 1.0' U.N. O. LIP OF EX CURB EX GROUND AND COB STDS STRAIGHT GRADE STRAIGHT GRADE* - STRAIGHT GRAD 5 THAI GH T GRADE * ST---� - - ���/���/�'����,� - z . r • ; ..' t�..w,......... - - - - -- d I— l MATCH FINISH GRADE I9 9 •'” _ 91-11--11�! I _ 1 TO EXISTING GROUND. 9 -18 1 I 9 9€1911-lI _j % �- MAX 8.339 SLOPE/ 1•--•191-I COMPACTION PER COB 9i-11911 S/W STANDARDS 1 RECORD INFORMATION: PLACEO�OW' -TYPE ' A" A. C. PLACE 0.20' TYPE "A" A.C. EXISTING ROADWAY ..� � ` `• �" �-- L - - � _ - .� OVER 0.80' TYPE "B" A.C. M..� m' " `--- -M- _ v.. ,•,_ � � (SEE PLAN FOR LIMITS) 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) U. N. 0. - UNLESS NOTED OTHERWISE UN -0.- UNLESS NOTED OTHERWISE o CROSS SECTION -Sta 27+ l5 (Harliss Street) to Sta 39+35 F CROSS SE - " SECTION Panama Lane: Sta 33+70 to S. Union Ave. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC W /73 Proj Ref- Panama Rehab FY 13-14 Drown: JA PAVEMENT REHABILITATION 2014= PANAMA LANE -Monitor St. to S. Union Ave. SHEET NO. WORKS DEPARTMENT Design Eng: Date: 3/14/2014 Job No.: T4K220 Checked By. Paving Sections 2 OF 74 1105t I 1 —1 0 1 2 3 W x 0 J L� Z O co 0 W 0 J 0- L0 L0 M O O e CONSTRUCTION NOTES."C" F E S S, RETURN AREA Q �� 0��� CONSTRUCT MODIFIED CASE C — �F, pEAN R W _ RAMP W/CURB AT BACK R=30'�t rr z EX. HOUSE MINOR CONCRETE. EX ECR ( I v O EXISTING WOODEN FENCE. PROTECT IN PLACE EX CHAIN LINK FENCE 1 T695 ACCESS RAMP: 248 SF -4- ` J REGISTE ED Cl VlL7GIN2�RC 46803 I (PROTECT IN PLACE) � CURB AND GUTTER 48 LF °:�� E Exio. 6-30-15 ECR ,k � O REMOVE AND RE—SET EX. SIGN AND POST PER COB 2 "50 MPH" SIGN � Q STANDARDS. EX MANHOLE 3� 4 5 © G ': ° CITY OF BAKERSFIELD PROTECT IN PLACE 5: Union Ave• P" ;'1501 TRUX TUN AVENUE qTF C U3 EXISTING GET BUS SIGN AND BENCH TO BE REMOVED _ _ e EX. A.C. ��'' BAKERSFIELD, CA 93301 F AND RE—SET BY OTHERS '. °M3' •`Fu°^.•�a� ti vv .�p .,a'aa :.wTaLa . aa, Yq•x• .g 3 ',, ,* ,. x '.n K REVISIONS tY Y + 4., •Ty,„.Y B.,^ a w° [t�,L A >'6 �'W .....+ ....>. ""`". A/f E P- . ...... ...... ...... ...... — — ...,.., .�.„. ..«., �,,,...c; ° ,. .Ttr a a' o.i s u ; : a f o�+�s s'° za•,:ks*gx'- ' o'sa-;a • . T". , i....;x,.<.°...: `°• a.' ° fl 'z y < a;> t°e< 4 EXISTING POLE AND DOWN GUY WIRE TO BE PR T Ute► O 0 TEC No. DA TE DESCRIPTION IN PLACE. CDORDINA TE Wl TH U TlLI TY COMPANY. _ _ _ ,�.. S= 0.207 A. C. GU TTER; EX E. P. � O SA WCU T EX A SPHA L T SURFA CE. MA TCH DRI VEWA Y TO 33 SCALE. FINISH SURFACE. Q 34 > STA 36+40.21 VERT 1"=20 STREET CENTERLINE 35 36 ST INTERSECTION 0U�j ® PROTECT EXISTING TRAFFIC SIGNAL POLES, FIC o co 0 0 d 2 BOXES, AND UNDERGROUND CONDUITS IN PLACE. o , z S. UJY IONA VE PANAMA LANE : PLAN VIEW 33 34 35 36 g f 352 352 0 X ST CEN L/N 351 EX BCR 350.52 FL 351 r__ fLUWLIIVE 350 50 350 DESIGN FL0KINE 349 co 349 PROFILE c STINE ROAD- STA 33+50 TO S. UNION A VE: SIDEWALK CURB AND GUTTER CONSTRUCTION A SEE PLAN FOR LOCATION AND LIMITS 6.5' MIN 5.0' 6.5' MIN SEE PLAN FOR L OCA TION AND LIMITS CURB AREA ' GUTTER 8.337 @ DOME AREA 5q MAXVARIES : �IDEWA`LIC �+ � � ,. � ° :� � �� � .. `� 4 � If 57. MAX ROAD SURFACE 1116 14 4. .. : ,• •'� ovo a oe °o $ i. � `�" •�• ' �.� , +.• ' .:.t, .p • '� . w is 1 44 - FL 0 WL INE 4.FL0WLINE CURB AND GUTTER SIDEWALK AND CURB/GUTTER SIDEWALK AND CURB/GUTTER PER COB STANDARDS PER OB STANDARDS MODIFIED CURB AND GUTTER -r- -- TYPICAL ACCESS RAMP DETAILS - PLAN VIEW SECTION A - MODIFIED CURB AND GUTTER NOT TO SCALE NOT TO SCALE ACCESS RAMP DETAILS �/ OF B AKERSFProj> Ref- Ponomo Rehab FY 13-14 Drown: JAF PAVEMENT REHABILITATION 2014- PANAMA LANE- Monitor St. to S Union Ave. SHEET NO. IELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Design Eng: JAF Dote: 3/13/2014 —7 Job No.: T4K220 Checked By°• IJS6 —7 Plan/Profile and Details 3 OF 4 I C 0 .E 0 c 0 a 0 C: a 0 N N 0 0 0 Q) C a J CD E a C: a n 0 N N Y d' 0 N 0 N / z ry W W z z W 0 0 J EA CONSTRUCT pFESS/ONq R81(CA) SIGN 81 QR CONSTRUCT R81(CA) SIGN CONSTRUCT R 6(CA) SIGN CONSTRUCT R7-9 SIGN �0 O DEAN nF I n ��� , _27-, z REGIS TEPLD Cl VIL E G/NEE � C 46803 BI E i OCA TE EX SIGN Exp. 6 -30 - REL 1 BIS LANA BELOW R81(CA) SIGN ANE BIKE LANA LANE, CITY OF BA KER SFI EL D s� P y TWT 1501 TRUX TUN AVENUE qT v I BAKERSFIELD, CA 93301 OF CA�j I I CONSTRUCT R1'(CAJ SIGN REVision►s No. DA TE DESCRIP TION PARKING ANY ANY` TIME TIME I I I I CONSTRUCT SIGN POLE EX POLE i i CONSTRUCT SIGN POLE CONSTRUCT SIGN POLE PER CITY STANDARD I I PER CITY STANDARD PER CITY STANDARD TITLED "MISCELLANEOUS i I TITLED "MISCELLANEOUS TITLED "MISCELLANEOUS SIGN DETAIL " I I SIGN DETAIL" SIGN DETAIL " I i I I I I I I I CONFIGURA TION CONFIGURATION CONF/GURAT/ONBCONFIGURATION TO BE CONSTRUCTED AT THE BEGINNING OF TO BE CONSTRUCTED AT THE BEGINNING OF C TO BE CONSTRUCTED AT THE BEGINNING OF D T WITHIN THE TO BE CONSTRUCTED AS NOTED EACH BIKE LANE/ PARK/NG COMBINATION EACH BIKE LANE SEGMENT. EACH BIKE LANE/ NO PARKING SEGMENT BIKE LANE/ NO PARKING SEGMENT. SEGMENT BIKE SIGN DESIGNATIONS SEE PLANS FOR SIGNAGE L OCA TIONS NOT TO SCALE LOOP IDENTIFICATIONS ITYPE 'D' LOOP DETECTOR € TYPE 'E' LOOP DETECTOR FAC OF CURB DETAIL 39- MODIFIED TYPE 'D' LOOP SEE PLANS FOR DETECTOR (BIKE LOOP) 6 L OCA TION(S) " (PER MUTCD 2012 CALIFORNIA WHEN HYDRANT IS WITHIN 50' OF CURB SUPPLEMENT FIGURE 3B-102) T YP. FACE OF CURB RETURN, PLACEMENT OF FIRE HYDRANT MARKER oA T THE SIDE STREET LANE rc' SHALL BE REQUIRED, STRIPING STOP BAR/CROSSWALK Q \� PIM LIMIT LINE FOR LOOP DO �P � PAVEMENT MARKINGS � PAVEMENT MARK/NGS LOCA TIONS - v� �k' _,� .�'/ (WHITE) PER STANDARD (WHITE) PER ST NDAlE P FIRE HYDRANT PLAN A24A - CENTER IN t PLAN A24A - CENIN • Kl_ , LANE LANE THRU LANE LANE TWO t I TRAFFIC FLOW PAVEMENT MARKINGS PA YEMEN T MAR INGS i (WHITE) PER STANDARD (WHITE) PER ST NDA D A2 C - THRU LANE 0 gE PSE PLAN A24C - CENTER /N PAN 4 LANE ONE LANE LANE E NT ER IN 10' 10' 10' X L���TE TRAFFIC FLOW PLACEMENT FIRE HRANT MARKER LEFT TURN ONLY LANE RO TO BE LOCA TED OU 7 -SIDE �--- OF EACH LANE 10' 15' 4" WIDE WHI TE DETAIL 39- DETAIL 39- THRU LANE ONL Y STRIPE -SEE PLANS BIKE LANE SEE PLANS FOR SEE PLANS FOR FOR LOCA TION(5) LOCA E---�- TION(S) ECR LOCA TION(S) RIGHT TURN ONLY LANE 0 lu Ir 7' g' 8' BIKE BIKE PARKING PA TH PA TH NOTES: X00 P THIS DETAIL DOES NOT INCLUDE ALL STRIPING ALL BIKE LANE MARKINGS SHALL ALL B/KE LANE MARK/NGS SHALL AND MARKINGS. DETAILS NOTED ARE FOR PR LA CENTERED WITHIN THE BIKE BE CENTERED WITHIN THE BIKE CLARIFICATIONS TO STANDARD PLANS LANE WI TDTH UNLESS DIRECTED LANE WITOTH UNLESS DIRECTED REFERENCES. BY CITY ENGINEER. BY CITY ENGINEER. LOOPS SHALL CONFORM TO CAL TRANS SPECIFICATIONS NOTED ON COVER SHEET FIRE HYDRA N T MA RKER L OCA TION OF THESE PLANS Nor TO SCA LE BIKE LANE MARK/NG LA POUT BIKE LANE MARKING LA POUT PLACEMENT LA POUT OF LOOP DETECTORS ADJACENT TO CURB WITH STREET PARK/NG AT PANAMA / S. UNION INTERSECT/ON __2 NOT TO SCALE NOT TO SCALE NO r TO SCALE 7 c J Proj Ref- Panama Rehab FY 13-14 Drawn: PAVEMENT REHABILITATION 2014- PANAMA LANE -Monitor St. to S. Union Ave. SHEET NO. CRY OF BAiCERSIciELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Design Eng: JAF TRAFFIC DETAILS 4F 14 Date: 3/13/2014 Job No.: T4K220 Checked By. NS6 �' 0 1 2 3 0 0 C 0 i 0 0 C 0 CL I 0 N N Y F- C 0 V N N C 0 J C� C 0 C O d I 0 N N Y / 0 N I 0 N / z w w Z z w 0 0 J / P w WESTERL Y L/M/TS OF RECONSTRUCTION PROJECT C EXISTING PAVEMENT (10' WIDE) TIE-IN FROM PRIOR RECONSTRUCTION PROJECT TO THE WEST EX LAN IRRI A T/ON A EX CURB/GUTTER AND SIDEWALK BOXES EX. COB STORM DRAIN MAIN 1. EX PANAMA LANE = CONSTRUCTION NOTES: ni MANHOLE AND PAD TO BE ADJUSTED BY OTHERS. n7 ADVANCE LOOPS SHALL BE PLACED AT A DISTANCE 2 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 FLOKINE SHALL BE A MINIMUM OF 1.5" Q3 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. 44 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. R5 WATER VAL V/ AND PAD TO BE ADJUSTED BY OTHERS. 1 p 11 ADJUST MANHOLE FRAME, LID, AND PAD PER COB STANDARD SW -2. ADJUST SEWER CLEANOUT FRAME, LID, AND PAD PER COB STANDARD SW -5. CONTRACTOR SHALL USE CAUTION DURING PAVING OPERA TIONS A T THIS L OCA TION DUE TO A. C. WA TER MAIN. ADJUST MONUMENT FRAME AND COVER PER CITY STANDARDS Q W � Q TRACT 5215 a EX. COB SANITARY SEWER MAIN AND SIDEWALK 0 TRACT 5873-1 V Q NOTE: LANE WIDTHS SHOWN ON THIS SHEET ARE EXISTING LANE WIDTHS. SEE STRIPING PLANS FOR PLACEMENT OF NEW STRIPING AND MARKINGS FOR THIS PROJECT 04 REGIS TERED Cl VI L FRpFESS/0,,, W GINEE C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD Om 1501 TRUXTUN AVENUE qTF BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION / / 271 EX CONCRE T BLOCK (WAL E STOP STRUC NE Proj Ref* Panama Rehab FY 13-14 Drawn: JA -PAVEMENT 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 By.• usb Paving Plan= Monitor Ave to Sta 14+90 SCALE: 1 "=20' SHEET NO. 5 OF 114 0 1 2 3 Legend Symbols Legend FUL L DEP TH RECONS TRUC TION IN A REA S INDICA TED ON THE INSTALL 6' x 6' TYPE "D" PLANS, PLACE 0.20' TYPE "A" AC OVER 0.80' TYPE "B" AC. THE DEPTH OF EXCA VA TION AND RECONS TRUC TION FRAME AND COVER SHALL CONFORM TO THE DETAILS SHOWN ON SHEETS 2 INSTALL 6' x 6' TYPE "E" AND 3 OF THE PLANS ISSUED FOR THIS PROJECT. CONSTRUCT NEW SHOULDER WITH 0.20' TYPE "A" A.C. V. WA TER VALVE TO BE OVER 0.80' TYPE "B" AC WITH NA TI VE SOIL COMPACTED ADJUST MONUMENT TO 95Z THE DEPTH OF EXCA VA TION AND CONS TRUC TION OF SHOULDER SHALL CONFORM TO THE DETAILS SHOWN G.V. GAS ON SHEET 3 OF THE PLANS ISSUED FOR THIS PROJECT. °: `;:;:,:°� S TREE T AREA WI THIN THE Cl T Y OF BAKERSFIELD PA VEMEN T RECONS TRUC TION MORA TORI UM. PRO TEC T IN PLA CE, ADJUSTED BY OTHERS �p w WESTERL Y L/M/TS OF RECONSTRUCTION PROJECT C EXISTING PAVEMENT (10' WIDE) TIE-IN FROM PRIOR RECONSTRUCTION PROJECT TO THE WEST EX LAN IRRI A T/ON A EX CURB/GUTTER AND SIDEWALK BOXES EX. COB STORM DRAIN MAIN 1. EX PANAMA LANE = CONSTRUCTION NOTES: ni MANHOLE AND PAD TO BE ADJUSTED BY OTHERS. n7 ADVANCE LOOPS SHALL BE PLACED AT A DISTANCE 2 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 FLOKINE SHALL BE A MINIMUM OF 1.5" Q3 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. 44 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. R5 WATER VAL V/ AND PAD TO BE ADJUSTED BY OTHERS. 1 p 11 ADJUST MANHOLE FRAME, LID, AND PAD PER COB STANDARD SW -2. ADJUST SEWER CLEANOUT FRAME, LID, AND PAD PER COB STANDARD SW -5. CONTRACTOR SHALL USE CAUTION DURING PAVING OPERA TIONS A T THIS L OCA TION DUE TO A. C. WA TER MAIN. ADJUST MONUMENT FRAME AND COVER PER CITY STANDARDS Q W � Q TRACT 5215 a EX. COB SANITARY SEWER MAIN AND SIDEWALK 0 TRACT 5873-1 V Q NOTE: LANE WIDTHS SHOWN ON THIS SHEET ARE EXISTING LANE WIDTHS. SEE STRIPING PLANS FOR PLACEMENT OF NEW STRIPING AND MARKINGS FOR THIS PROJECT 04 REGIS TERED Cl VI L FRpFESS/0,,, W GINEE C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD Om 1501 TRUXTUN AVENUE qTF BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION / / 271 EX CONCRE T BLOCK (WAL E STOP STRUC NE Proj Ref* Panama Rehab FY 13-14 Drawn: JA -PAVEMENT 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 By.• usb Paving Plan= Monitor Ave to Sta 14+90 SCALE: 1 "=20' SHEET NO. 5 OF 114 0 1 2 3 Symbols Legend 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 ADJUST MONUMENT ADJUSTED BY OTHERS PAD G.V. GAS VALVE TO BE ® ADJUSTED BY OTHERS �p EXISTING SURVEY MONUMENT PAD AND COVER w WESTERL Y L/M/TS OF RECONSTRUCTION PROJECT C EXISTING PAVEMENT (10' WIDE) TIE-IN FROM PRIOR RECONSTRUCTION PROJECT TO THE WEST EX LAN IRRI A T/ON A EX CURB/GUTTER AND SIDEWALK BOXES EX. COB STORM DRAIN MAIN 1. EX PANAMA LANE = CONSTRUCTION NOTES: ni MANHOLE AND PAD TO BE ADJUSTED BY OTHERS. n7 ADVANCE LOOPS SHALL BE PLACED AT A DISTANCE 2 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 FLOKINE SHALL BE A MINIMUM OF 1.5" Q3 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. 44 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. R5 WATER VAL V/ AND PAD TO BE ADJUSTED BY OTHERS. 1 p 11 ADJUST MANHOLE FRAME, LID, AND PAD PER COB STANDARD SW -2. ADJUST SEWER CLEANOUT FRAME, LID, AND PAD PER COB STANDARD SW -5. CONTRACTOR SHALL USE CAUTION DURING PAVING OPERA TIONS A T THIS L OCA TION DUE TO A. C. WA TER MAIN. ADJUST MONUMENT FRAME AND COVER PER CITY STANDARDS Q W � Q TRACT 5215 a EX. COB SANITARY SEWER MAIN AND SIDEWALK 0 TRACT 5873-1 V Q NOTE: LANE WIDTHS SHOWN ON THIS SHEET ARE EXISTING LANE WIDTHS. SEE STRIPING PLANS FOR PLACEMENT OF NEW STRIPING AND MARKINGS FOR THIS PROJECT 04 REGIS TERED Cl VI L FRpFESS/0,,, W GINEE C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD Om 1501 TRUXTUN AVENUE qTF BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION / / 271 EX CONCRE T BLOCK (WAL E STOP STRUC NE Proj Ref* Panama Rehab FY 13-14 Drawn: JA -PAVEMENT 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 By.• usb Paving Plan= Monitor Ave to Sta 14+90 SCALE: 1 "=20' SHEET NO. 5 OF 114 0 1 2 3 0 N O) N T D O N 7 F- 3 'D c O 0 C O I Z Q IL I 0 N N Y H C cN C V O 0 M C O_ C D O _O C O 2 I C O J O E O 0 CL / V) i i 0 N I 0 N H U Li 0 n / u N CONSTRUCTION NOTES ❑1 Legend FULL DEPTH RECONSTRUCTION IN AREAS INDICATED ON THE ' PLANS. PLACE 0.20' TYPE "A" AC OVER 0.80' TYPE "B" ' AC. THE DEPTH 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 CONSTRUCT 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 NA TI VE SOIL a COMPA C TION TO 957 REL A TI VE COMPA C TION. THE DEPTH 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 WI THIN THE Cl T Y OF BAKERSFIEL D PA YEMEN T ADJUST MONUMENT PAD RECONS TRUC TION MORA TORI UM. PRO TEC T IN PLACE. RESURFACING SHALL BE ADJUSTED TO NEW ® N REGISTERED Cl VI' ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 QROFESS/ON DEAN w Of C 46803 * Exp.6-30-15 C 1 V 1 \- OF CA�_\ REVIS1011VS No. DA TE DESCRIP TION 'I 7/29/14 MODIFICATION TO CURB RETURNS/EX. CANAL IRRIGATION LINE/NOTES _47 0 SCALE: 1 "=20' Lowry Street Canal Pipe and Access Ramp Notes 1) AN ABANDONED CANAL IRRIGATION PIPE EX/STS ALONG PANAMA LANE 6) THE EX/S TING JUNC TION BOX A T NA DEA U S TREE T /S TO BE REMO VED BETWEEN L0WRY ST AND NADEA U ST PER RECORD INFORMATION. AND BACKFILLED AS DIRECTED BY ENGINEER. 2) THE ROAD WA Y LIMI TS 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 WITHIN THE ROADWAY LIMITS AND AS DIRECTED 3) REMOVE CANAL IRRIGATION PIPE WI 8) THE ENGINEER. THIN ROADWAY LIMITS AND BACKFILL A S DIRECTED B Y ENGINEER. 8) CONTRACTOR SHALL PLUG THE END OF THE PIPES WHERE SLURRY IS TO BE USED AS DIRECTED BY THE ENGINEER. 4) ALL R. C. P. IRRIGA TION PIPE WI THIN ROA DWA Y LIMI TS SHALL BE SLURRY FILLED AS DIRECTED BY ENGINEER. 5) ACCESS RAMPS SHALL BE MODIFIED AS NOTED ON SHEETS 6 AND 7. PUBLIC WORKS DEPARTMENT PANAMA LANE oI. Ref: Pcnomo Rehab FY 13-14 Date: 7/29/2014 1 Job No.: T4K220 Betty Street i 7 CITY RECORD No. Drawn: JAF PAVEMENT REHABILITATION 2014= Panama Lane- Monitor St to S Union Ave. SHEET NO. Design Eng: JAF Pa vinry Plan= Sta 14+90 to Sta 20+70 6 OF 14 Checked By: y 0 1 2 3 CONSTRUCTION NOTES ❑1 MANHOLE AND PAD TO BE ADJUSTED BY OTHERSa Symbols Legend INSTALL FIRE HYDRANT MARKERS AS SHOWN INSTALL 6' x 6' TYPE "D" SHOWN ON THE PLANS FROM THE LIMIT LINE AT 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 FLOWLINE SHALL BE A MINIMUM OF 1.5" a 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. RESURFACING SHALL BE ADJUSTED TO NEW ® GAS VALVE TO BE ROADWAY FINISH GRADE. ADJUSTED BY OTHERS �p EXISTING SURVEY MONUMENT ADJUST MANHOLE FRAME, LID, AND PAD PER COB GUTTER PER CAL TRANS STANDARD PLAN A88A. PAD AND COVER STANDARD SW -2. CONCRETE FINISHES SHALL FOLLOW STANDARD aADJUST SEWER CLEANOUT FRAME, LID, AND PAD PER REGISTERED Cl VI' ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 QROFESS/ON DEAN w Of C 46803 * Exp.6-30-15 C 1 V 1 \- OF CA�_\ REVIS1011VS No. DA TE DESCRIP TION 'I 7/29/14 MODIFICATION TO CURB RETURNS/EX. CANAL IRRIGATION LINE/NOTES _47 0 SCALE: 1 "=20' Lowry Street Canal Pipe and Access Ramp Notes 1) AN ABANDONED CANAL IRRIGATION PIPE EX/STS ALONG PANAMA LANE 6) THE EX/S TING JUNC TION BOX A T NA DEA U S TREE T /S TO BE REMO VED BETWEEN L0WRY ST AND NADEA U ST PER RECORD INFORMATION. AND BACKFILLED AS DIRECTED BY ENGINEER. 2) THE ROAD WA Y LIMI TS 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 WITHIN THE ROADWAY LIMITS AND AS DIRECTED 3) REMOVE CANAL IRRIGATION PIPE WI 8) THE ENGINEER. THIN ROADWAY LIMITS AND BACKFILL A S DIRECTED B Y ENGINEER. 8) CONTRACTOR SHALL PLUG THE END OF THE PIPES WHERE SLURRY IS TO BE USED AS DIRECTED BY THE ENGINEER. 4) ALL R. C. P. IRRIGA TION PIPE WI THIN ROA DWA Y LIMI TS SHALL BE SLURRY FILLED AS DIRECTED BY ENGINEER. 5) ACCESS RAMPS SHALL BE MODIFIED AS NOTED ON SHEETS 6 AND 7. PUBLIC WORKS DEPARTMENT PANAMA LANE oI. Ref: Pcnomo Rehab FY 13-14 Date: 7/29/2014 1 Job No.: T4K220 Betty Street i 7 CITY RECORD No. Drawn: JAF PAVEMENT REHABILITATION 2014= Panama Lane- Monitor St to S Union Ave. SHEET NO. Design Eng: JAF Pa vinry Plan= Sta 14+90 to Sta 20+70 6 OF 14 Checked By: y 0 1 2 3 CONSTRUCTION NOTES ❑1 MANHOLE AND PAD TO BE ADJUSTED BY OTHERSa ADVANCE LOOPS SHALL BE PLACED AT A DISTANCE 0 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 FLOWLINE SHALL BE A MINIMUM OF 1.5" a 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. 44 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 aADJUST SEWER CLEANOUT FRAME, LID, AND PAD PER SPECIFICATIONS 73-1.06. SEE PLANS FOR CASE TYPE. COB STANDARD SW -5. 0 WATER VALVE AND 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. 11 ADJUST MONUMENT FRAME AND COVER PER CITY STANDARDS REGISTERED Cl VI' ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 QROFESS/ON DEAN w Of C 46803 * Exp.6-30-15 C 1 V 1 \- OF CA�_\ REVIS1011VS No. DA TE DESCRIP TION 'I 7/29/14 MODIFICATION TO CURB RETURNS/EX. CANAL IRRIGATION LINE/NOTES _47 0 SCALE: 1 "=20' Lowry Street Canal Pipe and Access Ramp Notes 1) AN ABANDONED CANAL IRRIGATION PIPE EX/STS ALONG PANAMA LANE 6) THE EX/S TING JUNC TION BOX A T NA DEA U S TREE T /S TO BE REMO VED BETWEEN L0WRY ST AND NADEA U ST PER RECORD INFORMATION. AND BACKFILLED AS DIRECTED BY ENGINEER. 2) THE ROAD WA Y LIMI TS 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 WITHIN THE ROADWAY LIMITS AND AS DIRECTED 3) REMOVE CANAL IRRIGATION PIPE WI 8) THE ENGINEER. THIN ROADWAY LIMITS AND BACKFILL A S DIRECTED B Y ENGINEER. 8) CONTRACTOR SHALL PLUG THE END OF THE PIPES WHERE SLURRY IS TO BE USED AS DIRECTED BY THE ENGINEER. 4) ALL R. C. P. IRRIGA TION PIPE WI THIN ROA DWA Y LIMI TS SHALL BE SLURRY FILLED AS DIRECTED BY ENGINEER. 5) ACCESS RAMPS SHALL BE MODIFIED AS NOTED ON SHEETS 6 AND 7. PUBLIC WORKS DEPARTMENT PANAMA LANE oI. Ref: Pcnomo Rehab FY 13-14 Date: 7/29/2014 1 Job No.: T4K220 Betty Street i 7 CITY RECORD No. Drawn: JAF PAVEMENT REHABILITATION 2014= Panama Lane- Monitor St to S Union Ave. SHEET NO. Design Eng: JAF Pa vinry Plan= Sta 14+90 to Sta 20+70 6 OF 14 Checked By: y 0 1 2 3 a 0 N C N 0 3 c O C O c O z Q 0 N N Y F- c N E U O M c O_ c O L _O C O I 0 C 0 J 0 C C O C: O / V) i i 0 N 0 N V) w 0 / ;rte; Brahma Street CONSTRUCT/ON NOTES: Qt MANHOLE AND PAD TO BE ADJUSTED BY OTHERS 0 INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PL ANS (FIEL D VERIFY L OCA TION). E3 ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VA VE BOXES, ANO 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 SPECIFICATIONS 73-1.06. SEE PLANS FOR CASE TYPE. RADVANCE LOOPS SHALL BE PLACED AT A DISTANCE SHOWN ON THE PLANS FROM THE LIMIT LINE AT THE INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FLOWLINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. ALL L OOPS SHALL BE PLACED DIREC TL Y BEHIND THE STOPBAR AS INDICATED ON PLANS a WATER VALVE AND PAD TO BE ADJUSTED BY OTHERS. Fl -0] ❑m ADJUST MANHOLE FRAME, LID, AND PAD PER COB STANDARD SW -2. ADJUST SEWER CLEANOUT FRAME, LID, AND PAD PER COB STANDARD SW -5. CONTRACTOR SHALL USE CAUTION DURING PAVING OPERATIONS AT THIS L OCA TION DUE TO A. C. WATER MAIN. ADJUST MONUMENT FRAME AND COVER PER CITY STANDARDS REGISTERED CI VI L EN GI -NEER QRpVESS/ONS QEAN yj S'I'G, Cl)zo W Q rq C 46803 ;;a ---� * Exp. 6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF BAKERSFIELD, CA 93301 OF CALF 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 6)THE EXISTING JUNCTION BOX AT NADEA U STREET IS TO BE REMOVED BETWEEN L 0 W Y ST AND NA DEA U ST. PER RECORD INFORMA TION. AND BA CKFILLED AS DIREC TED B Y ENGINEER. 2) THE ROADWAY LIMITS IS DEFINED AS THE PAVED ROADWAY INCLUDING 7) THE EXISTING NORTH—SOUTH IRRIGATION LINE ALONG NADEAU STREET THE CURB AND GUTTER. TO BE SL URR Y FILLED WI THIN THE ROAD WA Y L/MI IS AND AS DIREC TED 3) REMOVE CANAL IRRIGATION PIPE WITHIN ROADWAY LIMITS AND BY THE ENGINEER. BACKFILL AS DIRECTED BY ENGINEER. 8) CON TRAC TOR SHALL PLUG THE END OF THE PIPES WHERE SLURRY IS 4) AL L R. C. P. IRRI GA TION PIPE Wl THIN ROAD WA Y L lMl IS SHAL L BE TO BE USED A S DIREC TED B Y THE ENGINEER. SL URR Y FIL L ED A S DIREC TED B Y ENGINEER. 5) ACCESS RAMPS SHALL BE MODIFIED AS NOTED ON SHEETS 5 AND 7. CITY OF BA KERSFIEL D, CA L IFORIIIIA PUBLIC WORKS DEPARTMENT Nadeau Street Proi Ref: Panama Rehab FY 13-14 t e: 7/29/2014 MANAMA LANE NOTE: LANE WIDTHS SHOWN ON THIS SHEET ARE EXISTING LANE / WIDTHS. SEE STRIPING PLANS FOR PLACEMENT OF NEW STRIPING r� AND MARKINGS FOR THIS PROJECT. CITY RECORD No. Drawn: JA PAVEMENT REHABILITA TION 2014= Panama Lane- Monitor St to S. Union Ave. Design Eng: JAF Job No.: T4K220 Checked By: Pa Vin9► Plan= C4,-% 20-f-70 to Sta 2�-I-%� 0 1 SCALE: 1 "=20' SHEE T NO. 7 OF 14 2 3 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" AC. THE DEPTH 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 CONSTRUCT NEW SHOULDER WITH 0.20' TYPE "A" A.C. X� OVER 0.80' TYPE "B" A.C. OVER 1.50' NATIVE SOIL COMPA C TION TO 957 REL A TI VE COMPA C TION. THE DEP TH LOOP OF EXCA VA TION AND CONS TRUC TION OF SHOULDER SHALL CONFORM TO THE DETAILS SHOWN ON SHEET 3 OF THE PLANS ISSUED FOR THIS PROJECT WATER VALVE TO BE STREET AREA WI THIN THE Cl TY OF BAKERSFIELD PA VEMENT RECONSTRUCTION MORATORIUM. PROTECT IN PLACE. ADJUSTED BY OTHERS Brahma Street CONSTRUCT/ON NOTES: Qt MANHOLE AND PAD TO BE ADJUSTED BY OTHERS 0 INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PL ANS (FIEL D VERIFY L OCA TION). E3 ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VA VE BOXES, ANO 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 SPECIFICATIONS 73-1.06. SEE PLANS FOR CASE TYPE. RADVANCE LOOPS SHALL BE PLACED AT A DISTANCE SHOWN ON THE PLANS FROM THE LIMIT LINE AT THE INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FLOWLINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. ALL L OOPS SHALL BE PLACED DIREC TL Y BEHIND THE STOPBAR AS INDICATED ON PLANS a WATER VALVE AND PAD TO BE ADJUSTED BY OTHERS. Fl -0] ❑m ADJUST MANHOLE FRAME, LID, AND PAD PER COB STANDARD SW -2. ADJUST SEWER CLEANOUT FRAME, LID, AND PAD PER COB STANDARD SW -5. CONTRACTOR SHALL USE CAUTION DURING PAVING OPERATIONS AT THIS L OCA TION DUE TO A. C. WATER MAIN. ADJUST MONUMENT FRAME AND COVER PER CITY STANDARDS REGISTERED CI VI L EN GI -NEER QRpVESS/ONS QEAN yj S'I'G, Cl)zo W Q rq C 46803 ;;a ---� * Exp. 6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF BAKERSFIELD, CA 93301 OF CALF 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 6)THE EXISTING JUNCTION BOX AT NADEA U STREET IS TO BE REMOVED BETWEEN L 0 W Y ST AND NA DEA U ST. PER RECORD INFORMA TION. AND BA CKFILLED AS DIREC TED B Y ENGINEER. 2) THE ROADWAY LIMITS IS DEFINED AS THE PAVED ROADWAY INCLUDING 7) THE EXISTING NORTH—SOUTH IRRIGATION LINE ALONG NADEAU STREET THE CURB AND GUTTER. TO BE SL URR Y FILLED WI THIN THE ROAD WA Y L/MI IS AND AS DIREC TED 3) REMOVE CANAL IRRIGATION PIPE WITHIN ROADWAY LIMITS AND BY THE ENGINEER. BACKFILL AS DIRECTED BY ENGINEER. 8) CON TRAC TOR SHALL PLUG THE END OF THE PIPES WHERE SLURRY IS 4) AL L R. C. P. IRRI GA TION PIPE Wl THIN ROAD WA Y L lMl IS SHAL L BE TO BE USED A S DIREC TED B Y THE ENGINEER. SL URR Y FIL L ED A S DIREC TED B Y ENGINEER. 5) ACCESS RAMPS SHALL BE MODIFIED AS NOTED ON SHEETS 5 AND 7. CITY OF BA KERSFIEL D, CA L IFORIIIIA PUBLIC WORKS DEPARTMENT Nadeau Street Proi Ref: Panama Rehab FY 13-14 t e: 7/29/2014 MANAMA LANE NOTE: LANE WIDTHS SHOWN ON THIS SHEET ARE EXISTING LANE / WIDTHS. SEE STRIPING PLANS FOR PLACEMENT OF NEW STRIPING r� AND MARKINGS FOR THIS PROJECT. CITY RECORD No. Drawn: JA PAVEMENT REHABILITA TION 2014= Panama Lane- Monitor St to S. Union Ave. Design Eng: JAF Job No.: T4K220 Checked By: Pa Vin9► Plan= C4,-% 20-f-70 to Sta 2�-I-%� 0 1 SCALE: 1 "=20' SHEE T NO. 7 OF 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 WATER VALVE TO BE ADJUSTED BY OTHERS ADJUST MONUMENT PAD ® G.V. GAS VALVE TO BE ADJUSTED BY OTHERS ❑O EXISTING SURVEY MONUMENT PAD AND COVER Brahma Street CONSTRUCT/ON NOTES: Qt MANHOLE AND PAD TO BE ADJUSTED BY OTHERS 0 INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PL ANS (FIEL D VERIFY L OCA TION). E3 ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VA VE BOXES, ANO 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 SPECIFICATIONS 73-1.06. SEE PLANS FOR CASE TYPE. RADVANCE LOOPS SHALL BE PLACED AT A DISTANCE SHOWN ON THE PLANS FROM THE LIMIT LINE AT THE INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FLOWLINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. ALL L OOPS SHALL BE PLACED DIREC TL Y BEHIND THE STOPBAR AS INDICATED ON PLANS a WATER VALVE AND PAD TO BE ADJUSTED BY OTHERS. Fl -0] ❑m ADJUST MANHOLE FRAME, LID, AND PAD PER COB STANDARD SW -2. ADJUST SEWER CLEANOUT FRAME, LID, AND PAD PER COB STANDARD SW -5. CONTRACTOR SHALL USE CAUTION DURING PAVING OPERATIONS AT THIS L OCA TION DUE TO A. C. WATER MAIN. ADJUST MONUMENT FRAME AND COVER PER CITY STANDARDS REGISTERED CI VI L EN GI -NEER QRpVESS/ONS QEAN yj S'I'G, Cl)zo W Q rq C 46803 ;;a ---� * Exp. 6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF BAKERSFIELD, CA 93301 OF CALF 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 6)THE EXISTING JUNCTION BOX AT NADEA U STREET IS TO BE REMOVED BETWEEN L 0 W Y ST AND NA DEA U ST. PER RECORD INFORMA TION. AND BA CKFILLED AS DIREC TED B Y ENGINEER. 2) THE ROADWAY LIMITS IS DEFINED AS THE PAVED ROADWAY INCLUDING 7) THE EXISTING NORTH—SOUTH IRRIGATION LINE ALONG NADEAU STREET THE CURB AND GUTTER. TO BE SL URR Y FILLED WI THIN THE ROAD WA Y L/MI IS AND AS DIREC TED 3) REMOVE CANAL IRRIGATION PIPE WITHIN ROADWAY LIMITS AND BY THE ENGINEER. BACKFILL AS DIRECTED BY ENGINEER. 8) CON TRAC TOR SHALL PLUG THE END OF THE PIPES WHERE SLURRY IS 4) AL L R. C. P. IRRI GA TION PIPE Wl THIN ROAD WA Y L lMl IS SHAL L BE TO BE USED A S DIREC TED B Y THE ENGINEER. SL URR Y FIL L ED A S DIREC TED B Y ENGINEER. 5) ACCESS RAMPS SHALL BE MODIFIED AS NOTED ON SHEETS 5 AND 7. CITY OF BA KERSFIEL D, CA L IFORIIIIA PUBLIC WORKS DEPARTMENT Nadeau Street Proi Ref: Panama Rehab FY 13-14 t e: 7/29/2014 MANAMA LANE NOTE: LANE WIDTHS SHOWN ON THIS SHEET ARE EXISTING LANE / WIDTHS. SEE STRIPING PLANS FOR PLACEMENT OF NEW STRIPING r� AND MARKINGS FOR THIS PROJECT. CITY RECORD No. Drawn: JA PAVEMENT REHABILITA TION 2014= Panama Lane- Monitor St to S. Union Ave. Design Eng: JAF Job No.: T4K220 Checked By: Pa Vin9► Plan= C4,-% 20-f-70 to Sta 2�-I-%� 0 1 SCALE: 1 "=20' SHEE T NO. 7 OF 14 2 3 0 c O c O I 0 E 0 c 0 d I O N N Y It F- c O U N U C O J O E 0 c O fl O N N Y / 0 N I v O N C� Z_ LJ W Z 0 z W 0 0 J / IN NN uj �W T JW V � Legend /XFULL 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. CONS TRUC T NEW SHOULDER W1 TH 0.20' TYPE "A " A. C. OVER 0.80' TYPE "B" AC W1 TH NA T1 VE SOIL COMPACTED TO 959: THE DEPTH OF EXCA VA TION AND CONS TRUC TION OF SHOULDER SHALL CONFORM TO THE DETAILS SHOWN ON SHEET 3 OF THE PLANS ISSUED FOR THIS PROJECT. S TREE T AREA WI THIN THE Cl TY OF BAKERSFIELD PA VEMEN T RECONS TRUC TION MORA TORIUM. PRO TEC T IN PLA CE. HARL/SS WA Y CONSTRUCT/ON NOTES F1 MANHOLE AND PAD TO BE ADJUSTED BY OTHERS. 2� INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS (FIELD VERIFY LOCATION). 31 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. 41 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. 5M WA TER VA VE AND PAD TO BE ADJUSTED BY OTHERS. �j ADVANCE LOOPS SHALL BE PLACED AT A DISTANCE SHOWN ON THE PLANS FROM THE LIMIT LINE A T 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 PA WNG. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. ALL LOOPS SHALL BE PLACED DIRECTLY BEHIND THE STOPBAR AS INDICATED ON PLANS 8l ADJUST MANHOLE FRAME, LID, AND PAD PER COB STANDARD SW -2. D ADJUST SEWER CLEANOUT FRAME, LID, AND PAD PER COB STANDARD SW -5. 10 CONTRACTOR SHALL USE CAUTION DURING PA WNG OPERATIONS AT THIS L OCA TION DUE TO A. C. WATER MAIN. 11 ADJUST MONUMENT FRAME AND COVER PER CITY STANDARDS q,OFESSip,�q EAN REGIS TE ED Cl V L E GIN _ � C 46803 � I * Exp. 6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE -1 CAVIL 0� BAKERSFIELD, CA 93301 OF CALF RE vssioivs No. DA TE DESCRIP TION 271 / / I-'AIVAMA LANE v 1 "-20' NOTE: LANE WIDTHS SHOWN ON THIS SHEET ARE EXISTING LANE WIDTHS. SEE STRIPING PLANS FOR PLACEMENT OF NEW STRIPING AND MARKINGS FOR THIS PROJECT. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WOR Proj Ref. Panama Rehab FY 13-14 Drown: 1A PA V�EMENT REHABILI KS DEPARTMENT Design Eng: JAF TA TION 2014• Panama Lane Monitor St to S. Union Ave: SHEET NO. Date: 3/13/2014 Job No.: TJK220 Checked By. Pavin Plan: Sta 25+75 to Sta 31+70 8 OF 14 v Symbols Legend INSTALL 6' x 6' TYPE "D" Fel ADJUST MANHOLE LOOP FRAME AND COVER 0 INSTALL 6' x 6' TYPE "E" LOOP V f.V Ff. WATER VALVE TO BE ADJUSTED BY OTHERS 0 ADJUST MONUMENT PAD G.V. ® GAS VALVE TO BE ADJUSTED BY OTHERS �p EX/STING SURVEY MONUMENT PAD AND COVER HARL/SS WA Y CONSTRUCT/ON NOTES F1 MANHOLE AND PAD TO BE ADJUSTED BY OTHERS. 2� INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS (FIELD VERIFY LOCATION). 31 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. 41 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. 5M WA TER VA VE AND PAD TO BE ADJUSTED BY OTHERS. �j ADVANCE LOOPS SHALL BE PLACED AT A DISTANCE SHOWN ON THE PLANS FROM THE LIMIT LINE A T 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 PA WNG. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. ALL LOOPS SHALL BE PLACED DIRECTLY BEHIND THE STOPBAR AS INDICATED ON PLANS 8l ADJUST MANHOLE FRAME, LID, AND PAD PER COB STANDARD SW -2. D ADJUST SEWER CLEANOUT FRAME, LID, AND PAD PER COB STANDARD SW -5. 10 CONTRACTOR SHALL USE CAUTION DURING PA WNG OPERATIONS AT THIS L OCA TION DUE TO A. C. WATER MAIN. 11 ADJUST MONUMENT FRAME AND COVER PER CITY STANDARDS q,OFESSip,�q EAN REGIS TE ED Cl V L E GIN _ � C 46803 � I * Exp. 6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE -1 CAVIL 0� BAKERSFIELD, CA 93301 OF CALF RE vssioivs No. DA TE DESCRIP TION 271 / / I-'AIVAMA LANE v 1 "-20' NOTE: LANE WIDTHS SHOWN ON THIS SHEET ARE EXISTING LANE WIDTHS. SEE STRIPING PLANS FOR PLACEMENT OF NEW STRIPING AND MARKINGS FOR THIS PROJECT. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WOR Proj Ref. Panama Rehab FY 13-14 Drown: 1A PA V�EMENT REHABILI KS DEPARTMENT Design Eng: JAF TA TION 2014• Panama Lane Monitor St to S. Union Ave: SHEET NO. Date: 3/13/2014 Job No.: TJK220 Checked By. Pavin Plan: Sta 25+75 to Sta 31+70 8 OF 14 v Q?,Of ESSI py9 pEAN R CONSTRUCT/ON NOTES: �1 MANHOLE AND PAD TO BE ADJUSTED BY OTHERS. ADVANCE LOOPS SHALL BE PLACED AT A DISTANCE REGI T RED 1%/L NGINE R C 46803 U El SHOWN ON THE PLANS FROM THE LIMIT LINE A T THE * P F21 INSTALL FIRE HYDRANT MARKERS AS SHOWN Exp. 6-30-15 ON PLANS (FIELD VERIFY LOCATION). INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' Cl TY OF BAKERSFIELD `s�q CIV 1 L OF THE CURB FLOKINE SHALL BE A MINIMUM OF 1.5" 1501 TRUXTUN A VENUE �3 ALL EXISTING MONUMENT LIDS, MANHOLES, BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS BAKERSFIELD, CA 93301 lF OF 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 REVISIONS RESURFACING SHALL BE ADJUSTED TO NEW AS INDICATED ON PLANS. No. DA TE DESCRIPTION ROADWAY FINISH GRADE. R4 CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & Q ADJUST MANHOLE FRAME, LID, AND PAD PER COB/I2// _A-DR%VEu/,�Y_,llO_TES. GUTTER PER CAL TRANS STANDARD PLAN A88A. STANDARD SW -2. CONCRETE FINISHES SHALL FOLLOW STANDARD Qg ADJUST SEWER CLEANOUT FRAME, LID, AND PAD PER 2 SPECIFICATIONS 73-1.06. SEE PLANS FOR CASE TYPE. COB STANDARD SW -5. [5 WATER VALVE AND PAD TO BE ADJUSTED BY OTHERS. 10 CONTRACTOR SHALL USE CAUTION DURING PAVING OPERA TIONS A T THIS L OCA TION DUE TO A. Ce WA TER MAIN. 11 ADJUST MONUMENT FRAME AND COVER PER CITY STANDARDS. S. UNION A VE EX. GARAGE I ( i SCALE 1 "=20' EX. GRA VEL DRl VE WA YS Lv� MAINTAIN ACCESS PER _ EX WOODEN FENCE o SPECIAL PROVISIONS - I I MA TCH TO NEW FINISHED 1 q d , Q A, C, SURFACE. 1 v RETURN AREA ^F..J''.;Sf,4ga b .,R.." 'I• fes: .---^•• �°`a•'�fa ^ x��-a�� nQdnQ °' ��.:.�;� �ai�J �'°�'g ;�.�„+ j �;> '° °-.«�,. CONSTRUCT MODIFIED CASE C cid •~ ^;r ~ "� a,?''i: X' c°'". ° qtr az 8a a` eR ,'• •"'4 u'x'k0s`:>gr .'^v {a � \ �" f *nae .a s.4 °>t ,' `"•°" ?.a Cs'c�r: ie„.> pa^`'s""a,$:"' 4 ris :�° R W RAMP W/CURB AT v ,�, Q a � BACK R=30 hexi"ha r ' :. .'K N.';a r?° •,q ..fix Pau • t a� EX. HOUSE `3 MINOR CONCRETE°.` 1 ` .xi oc. fE nCi P"n .fik^azy °,:. �,fR �j( ^V^+i ""�``A'� .�' "�� °� EX CHAIN LINK FENCE Q I ACCESS RAMP: 248 SF- ,�at � (PROTECT IN PLACE a CURB AND GUTTER 48 LF ,",a %dya?.,: ° <°a 'ura' ¢ ° •° ;c. S' 'a °�°ma fi Jae., z°' ae I {�: a.y �v ;x re.° �..,,a'�,'"s. a< a!, off',+`•° >d'"y I _I ti a ��x� 6.$�., L •,C`,`8. "N S3 45.9'x,, s` ,f \`. �� '"-a1.",a J"D < ° K' an. ,a?„<�oyF:.s ,.'S•e" P". d,"a 'fx a.;'% 6a:' ` ',,�n• � EX MANHOLE 1' V OX PRO TE T P 6495 S Union Ae. h. C LACE &° ••ti='°t^�:�'��'",'`.°*E "a�'�'3='F� F°°. jsa^ a '�'�M '•a�f�..�;.t's;s» E�, ...,_._.• .,.............._...... EX. A. C. x ..,r.,.` a R�°, an r "°?, R°t_.,,a`,r.`�`.:ir�Pc*•r°;,,s°tl,><,•". sx ate,..^...--...�...«T. ,. _y. p 's. y „4. v 5 `. t ..aq,°..ak. �� S+"' t g,�•,4}9 y` eb ', s £ _..._. .«Y:B r`.t,."•.'r°`r'„.•h.................._.,.,.^...w.... a,...�,52' ,2 '�'yg..,.*C .... „- �.. / .q,> e¢ x ,x 'y ,F ,,. t,k ,e i`�i aF..` iw.:.«, ;,a, v` eti ..»,...,..�._,...,.............._..,...,..»...,..........._..............M,.....,...,,..... •'. �'a5° a " s ' s ": ;r '.. . 4>x , 4 \ gs jo3'>Pn sy" 'a>^4 ''^`'O'r' .^ti.'r. :4`k yy @. 4a ,.4a .h .a `,5'....•. s• 3�' . :.me a <' _ . R. ., xk '"Ypt'�Y `ry,,,. ..m°°e 'tf'^ sia',' A. k Y ° 'Yh `° /"'F •'4+. t AO lI '• 'A' .Y 'v° i .{••v. �, �a•r.(((•%p f*° y:• sa.•:` _.___._ It °k eye .`• trt (-. ?.r4: 'tii9. ...�....^,., r; aJaO "'F" ' 4,".• •1'''.•:.' �/j •a':>i<`r.,e a.t". o ,;,x5, qaA�, Y ,•ak`i ' z � .a'°. ., ^"1%t^Vt°s•f Y Yq' P'.° .', ?. f. .,xwaa.,{,.ly ..d ('�°.�'-`b 'e`S<t• A'e .der .'Sa°;. mks: hdi i+w .+v °i{`;°:t6• i��`,t'+ea, a � �s€ [�' ....,.,.,........_...-. �.,..,....�.,..w._.,,.-.......-.._.,..,...._._ i, ._..._._•.......... .,,._........ _._..................,.. .....___w_._.__,._.wo �� ...,._.... ....__. .......... ......e.. ......._ ......... _.,,,_,. ___.. X -11B (.PG R -- 17 c, E YE- 2 % N ® 11 4 E NT LIE 5 6 1 7 N M �{ r— W _ 1 W.. __ _ _. ._..............__W�__ __ _ _ 7Z-� . � vJ C 1 t,. d 0 N, --------- —7VI-7 c M }',• .' 0 U 0 EX DRIVE APPROACH EX FIRE {;°'�;;o ; :. °=.^q�;f...°:' .� ..�.. >° i 9. �.«w...„.....q,,,, WAN ai HYDRANT RETURN AREA EX STREET CONSTRUCT CASE "A" RAMP » ff'"°gtl9';:: y SIGN E B R=30' TRA 09- PARCEL A OF LOT LINE RETURN AREA ADJUSTMENT P97-0031 CONSTRUCT CASE "A" RAMP RETURN AREA MINOR CONCRETE. 0 CONSTRUCT CASE "A" v LIMIT OF \ ACCESS RAMP. 341 SF R=30' + 9r RAMP R=30' o RECONS UCTION CURB AND GUTTER 50 LF MINOR CONCRETE. ACCESS RAMP: 327 SF I I MINOR CONCRETE. CURB AND GUTTER 47 LF ACCESS RAMP. -J18 SF W v CURB AND GUTTER 0 48 LF a Nv. a 04 i I E 1 I PAIV�►MA LAME o NOTE- ONE EX DRIVE APPROACH FOR � I `i SW CORNER BUSINESS IS LOCA TED �^ . ALONG S UNION A I o VE. APPROX 55 I SOUTH OF ECR I z z NOTE: LANE WIDTHS SHOWN ON THIS SHEET ARE EXISTING LANE \ z � z WIDTHS. SEE STRIPING PLANS FOR PLACEMENT OF NEW STRIPING S. UNION A VE W 0 AND MARKINGS FOR THIS PROJECT. /73 J Proj Ref: Panama Rehab FY 13-14 Drawn: JAF Y C/TY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT Design Eng: JAF PAVEMENT REHABILITATION 2014- Panama Lane- Monitor St to S. Union Ave. s9 OF ,14 Date: 3/13/2014 Job No.: T4K220 Checked By N5k Paving Plan: Sta 31+70 to S. Union Ave 9 of 4 0 1 2 3 Legend FULL DEPTH RECONSTRUCTION IN AREAS INDICATED ON THE PLANS. PLACE 0.20' TYPE "A" AC OVER 0.80' TYPE "B" A C. THE DEPTH OF EXCA VA TION AND RECONSTRUCTION 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 " AC WITH NA TI VE SOIL COMPACTED TO 959: THE DEPTH OF EXCA VA TION Symbols Legend INSTALL 6' x 6' TYPE "D" D ADJUST MANHOLE LOOP FRAME AND COVER INSTALL 6' x 6' TYPE "E" LOOP V. WATER VALVE TO BE AND CONSTRUCTION ADJUSTED BY OTHERS OF SHOULDER SHALL CONFORM TO THE DETAILS SHOWN ADJUST MONUMENT PAD ON SHEET 3 OF THE PLANS ISSUED FOR THIS PROJECT. STREET AREA Wl THIN THE Cl T Y OF BAKERSFIELD PA VEMEN T ® GAS VALVE TO BE RECONSTRUCTION MORA TORI UM. PRO TEC T IN PLACE. ADJUSTED 8 Y OTHERS Symbols Legend INSTALL 6' x 6' TYPE "D" D ADJUST MANHOLE LOOP FRAME AND COVER INSTALL 6' x 6' TYPE "E" LOOP V. WATER VALVE TO BE ADJUSTED BY OTHERS 0 ADJUST MONUMENT PAD G.V. ® GAS VALVE TO BE ADJUSTED 8 Y OTHERS FO—] EXIST/NG SURVEY MONUMENT PAD AND COVER Q' 3 c 0 ZD 0 C 0 i O E O C O d i O N N Y d' H y C 0 U N Of N C O J O E O C O a- 0 O N N Y d' I— O N I 0 N / 0 Z of W W Z 0 Z W i J .. Monitor Street STRIPING/ MARKERS/ LOOPS NOTES OINSTALL SYMBOL 1' WIDE STOP BAR AND12 O 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 4O INSTALL DETAIL 22 OVER EX R81(CA) ON EX POLE PER DTL "C" SHT 4 O INSTALL DETAIL 27B 15 CONSTRUCT POLE WITH R7-9 "D" SIGN PER DTL SHT 4 O NOT USED 16 INSTALL R81(A) SIGN TO EX. O7 INSTALL DETAIL 32 POLE PER D TL "B" SHT 4 17 INSTALL MODIFIED TYPE D O8 INSTALL DETAIL 38 LOOP Og INSTALL DETAIL 38A 18 INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS 10 INSTALL DETAIL 39 (FIELD VERIFY LOCA TIONS) tg O CONSTRUCT R81 (CA) SIGN 11 n INSTALL DETAIL A 39 AN "A' D POLE PER DTL A SHT 4 Monitor Street Fll SCALE.- 1"--20' QRpF E SS / 0j/ DEAN REGISTER CI VIL EN GI EER C 46803 � * Exp.6-30-15 CITY OF BA KERSFI EL D 1501 TRUXTUN AVENUE qTF CI V �\- BAKERSFIELD, CA 93301 OF CAO RHVISiOIVS No. DA TE DESCRIP TION J171 , , CITY OF BAKERS'FIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT II'AIVAMA LANA roj Ref- Panama Rehab FY 13-14 Drown: JA Design Eng: JAF ate: 3/13/2014 Job No.: T4K220 Checked By. N* PAVEMENT REHABILITATION 2014- PANAMA LANE -Monitor St. t1 6 f /' / j o S. Union Ave. SHEET N 0. Striping Plan Monitor St to Sta. 14+25 10 OF 74 0 1 2 3 MARKING LEGEND SYMBOL DESCRIP TION oho TYPE IV ARROW (15 SF) 12" WIDE CROSSWALK MARKING BIKE LANE AND ARROW (10 SF) Fll SCALE.- 1"--20' QRpF E SS / 0j/ DEAN REGISTER CI VIL EN GI EER C 46803 � * Exp.6-30-15 CITY OF BA KERSFI EL D 1501 TRUXTUN AVENUE qTF CI V �\- BAKERSFIELD, CA 93301 OF CAO RHVISiOIVS No. DA TE DESCRIP TION J171 , , CITY OF BAKERS'FIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT II'AIVAMA LANA roj Ref- Panama Rehab FY 13-14 Drown: JA Design Eng: JAF ate: 3/13/2014 Job No.: T4K220 Checked By. N* PAVEMENT REHABILITATION 2014- PANAMA LANE -Monitor St. t1 6 f /' / j o S. Union Ave. SHEET N 0. Striping Plan Monitor St to Sta. 14+25 10 OF 74 0 1 2 3 00 ESSIav pEAN R �� F REGIS ER4,D CI VIL E INFER 0 46803 * Exp.6-30-15 Cl TY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE 9T �IV�L BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION SCALE. 1 "=20' t TING "SIGN XISTI "BYRE T Q ., NAME" SI 15 N (560 LF) ..... .. Ln N L cV N "raj N � O3 (560 LF) N W co uj o — _ ' • 7 P7 (207 LF) 16 75 _ ' • 77 7"9 aLIM 7 (280 LF) MA Lu (203 LF) `�' `�' O (279 LF) o, rn `��'uj ZW ZW c U -M � ��� 0) N ~~ Lr) `U � N �, �J,.� `�' J �� 10 (99 LF) om 11 (93 LF) `-°�� o �� �� O O Qcoca foo Qc0 10 (51 LF) . Q O Ln W W V) m mW m Q c) 0 I 11 (187 LF) STOP BAR Cn L -Q 4 O (19 SF)CL I 1 ; �� SIGN o PARK G" 40 IUA YF N N`� A�5 �- - XIS /NG STOP SIGN `I R 34 �+ EXISTING TUCKS a PROHIBI TED" SIGN o a o� Lowry Way PANAMA LANE Betty way N N Y d' F O ' N O N 0 _Z x W w Z_ O Z W I I., Proj. Ref.• Panama Rehab FY 13-14 Drawn: JAF CITY OF BAKERSFIELD, CALIFORNIAiA PUBLIC WORKS DEPARTMENT Design Eng: JAF PAVEMENT REHABILITATION 2014 PANAMA LANE -Monitor St. to S. Union Ave. SHEET No. Y Date: 3/13/2014 Job No.: T4K220 Checked By A/S6,Striping Plan Sta. 14+25 to Sta. 19-+-85 11 OF 74 T_T_ 0 1 2 STRIP/NG/ MARKERS/ LOOPS NOTES ; O INSTALL 1' WDE STOP BAR AND t2 INSTALL TYPE E LOOP CROSSWALK STRIPING. (WHITE) t BIKE LANE AND ARROW (10 SF) 2O INSTALL TYPE /V ARROWS 13 INSTALL TYPE D LOOP O3 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 OINSTALL TYPE "0" OBJECT 16 INSTALL R81(A) SIGN TO EN. MARKERS AS NOTED POLE PER DTL"B" SHT 4 O INSTALL DETAIL 32 t7 INSTALL MODIFIED TYPE D O8 INSTALL DETAIL 38 LOOP tg INSTALL FIRE HYDRANT gO INSTALL DETAIL 38A MARKERS AS SHOWN ON PLANS (FIELD VERIFY LOCA TIONS) 10 INSTALL DETAIL 39 1g CONSTRUCT R81 (CA) SIGN 11 INSTALL DETAIL 39A AND POLE PER DTL "A' SHT 4 00 ESSIav pEAN R �� F REGIS ER4,D CI VIL E INFER 0 46803 * Exp.6-30-15 Cl TY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE 9T �IV�L BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION SCALE. 1 "=20' t TING "SIGN XISTI "BYRE T Q ., NAME" SI 15 N (560 LF) ..... .. Ln N L cV N "raj N � O3 (560 LF) N W co uj o — _ ' • 7 P7 (207 LF) 16 75 _ ' • 77 7"9 aLIM 7 (280 LF) MA Lu (203 LF) `�' `�' O (279 LF) o, rn `��'uj ZW ZW c U -M � ��� 0) N ~~ Lr) `U � N �, �J,.� `�' J �� 10 (99 LF) om 11 (93 LF) `-°�� o �� �� O O Qcoca foo Qc0 10 (51 LF) . Q O Ln W W V) m mW m Q c) 0 I 11 (187 LF) STOP BAR Cn L -Q 4 O (19 SF)CL I 1 ; �� SIGN o PARK G" 40 IUA YF N N`� A�5 �- - XIS /NG STOP SIGN `I R 34 �+ EXISTING TUCKS a PROHIBI TED" SIGN o a o� Lowry Way PANAMA LANE Betty way N N Y d' F O ' N O N 0 _Z x W w Z_ O Z W I I., Proj. Ref.• Panama Rehab FY 13-14 Drawn: JAF CITY OF BAKERSFIELD, CALIFORNIAiA PUBLIC WORKS DEPARTMENT Design Eng: JAF PAVEMENT REHABILITATION 2014 PANAMA LANE -Monitor St. to S. Union Ave. SHEET No. Y Date: 3/13/2014 Job No.: T4K220 Checked By A/S6,Striping Plan Sta. 14+25 to Sta. 19-+-85 11 OF 74 T_T_ 0 1 2 MARKING LEGEND SYMBOL DESCRIP TION TYPE IV ARROW (15 SF) 12" WIDE CROSSWALK MARKING t BIKE LANE AND ARROW (10 SF) A 00 ESSIav pEAN R �� F REGIS ER4,D CI VIL E INFER 0 46803 * Exp.6-30-15 Cl TY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE 9T �IV�L BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION SCALE. 1 "=20' t TING "SIGN XISTI "BYRE T Q ., NAME" SI 15 N (560 LF) ..... .. Ln N L cV N "raj N � O3 (560 LF) N W co uj o — _ ' • 7 P7 (207 LF) 16 75 _ ' • 77 7"9 aLIM 7 (280 LF) MA Lu (203 LF) `�' `�' O (279 LF) o, rn `��'uj ZW ZW c U -M � ��� 0) N ~~ Lr) `U � N �, �J,.� `�' J �� 10 (99 LF) om 11 (93 LF) `-°�� o �� �� O O Qcoca foo Qc0 10 (51 LF) . Q O Ln W W V) m mW m Q c) 0 I 11 (187 LF) STOP BAR Cn L -Q 4 O (19 SF)CL I 1 ; �� SIGN o PARK G" 40 IUA YF N N`� A�5 �- - XIS /NG STOP SIGN `I R 34 �+ EXISTING TUCKS a PROHIBI TED" SIGN o a o� Lowry Way PANAMA LANE Betty way N N Y d' F O ' N O N 0 _Z x W w Z_ O Z W I I., Proj. Ref.• Panama Rehab FY 13-14 Drawn: JAF CITY OF BAKERSFIELD, CALIFORNIAiA PUBLIC WORKS DEPARTMENT Design Eng: JAF PAVEMENT REHABILITATION 2014 PANAMA LANE -Monitor St. to S. Union Ave. SHEET No. Y Date: 3/13/2014 Job No.: T4K220 Checked By A/S6,Striping Plan Sta. 14+25 to Sta. 19-+-85 11 OF 74 T_T_ 0 1 2 Val ■ 3 i o c D 0 0 a E a c O 7 128 LF N N O (284 LF) o 10 (99 LF) L -u 10 (51 LF) Q O W N co CO STOP BARO (26 SF) TREE 711 NAME SIGN I BETTY WAY 4 m 5 0 z W m 22 N 3O (485 LF) (102 LF) " 11 (87 LF) LO 1 4 EX TfiEETX---, ,714•NAAdF Sl(;Al c 0 U c PANAMA LANE O J O E O c O O N O Z_ W W z 0 Z W 0 0 J / Y CITY OF BAKERSFIELD, CALIFORNIA EX STREET 11 (200 LF) O N _ 23 1 STRIPING/ 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 O INSTALL DETAIL 9 14 CONSTRUCT R26(CA) SIGN OVER EX R81(CA) ON EX POLE 4O INSTALL DETAIL 22 PER DTL "C" SHT 4 O INSTALL DETAIL 27B 15 CONSTRUCT POLE WITH R7-9 SIGN PER DTL "D" SHT 4 O INSTALL TYPE "0" OBJECT 16 INSTALL R81(A) SIGN TO EX. MARKERS AS NOTED POLE PER D TL "B" SHT 4 07 INSTALL DETAIL 32 17 INSTALL MODIFIED TYPE D 08 INSTALL DETAIL 38 tg LOOP INSTALL FIRE HYDRANT gO INSTALL DETAIL 38A MARKERS AS SHOWN ON PLANS (FIELD VERIFY L OCA TIONS) 10 INSTALL DETAIL 39 19 CONSTRUCT R81 (CA) SIGN 11 INSTALL DETAIL 39A AND POLE PER DTL "A' SHT 4 5 0 z W m 22 N 3O (485 LF) (102 LF) " 11 (87 LF) LO 1 4 EX TfiEETX---, ,714•NAAdF Sl(;Al c 0 U c PANAMA LANE O J O E O c O O N O Z_ W W z 0 Z W 0 0 J / Y CITY OF BAKERSFIELD, CALIFORNIA EX STREET 11 (200 LF) O N _ 23 1 CN V '4 �� N ­j C Qj4 ZI W W STOP BAR Oj (25 SF) N 24 7 (45 LF) Q)vV E SS 10,v OEAN R q� REGISTE ED VlL NGINEE cr_ C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION SCALE., 1 "=20' CQ v 1 `D At N POWER POLE A D (73 LF) N � DOWN GUY WlR l-+_^ N � N _EDGE OF PA V/ G Q Q o �O (75_ LF) � Q CO v J Llj 25 "' •• (105 LF) O c JLQ _ Q — � W + V ~ J ~ N � O 10 (205 LF) O (227 LF) 0 EX STOP SIGN I73 Proj Ref- Ponomo Rehab FY 13-14 Drawn: JA PAVEMENT REHABILITATION 2014 PANAMA LANE -Monitor St. to S. Union A ve. SHEET NO. PUBLIC WORKS DEPARTMENT Design Eng: JAF Striping Plan Sta. 19f85 to Sta. 25-75 12 of 4 Dote: 3/13/2014 Job No.: T4K220 Checked ByNSI. 0 1 2 3 MARKING LEGEND SYMBOL DESCRIP TION TYPE IV ARROW (15 SF) 12" WIDE CROSSWALK MARKING t BIKE LANE AND ARROW (10 SF) A CN V '4 �� N ­j C Qj4 ZI W W STOP BAR Oj (25 SF) N 24 7 (45 LF) Q)vV E SS 10,v OEAN R q� REGISTE ED VlL NGINEE cr_ C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION SCALE., 1 "=20' CQ v 1 `D At N POWER POLE A D (73 LF) N � DOWN GUY WlR l-+_^ N � N _EDGE OF PA V/ G Q Q o �O (75_ LF) � Q CO v J Llj 25 "' •• (105 LF) O c JLQ _ Q — � W + V ~ J ~ N � O 10 (205 LF) O (227 LF) 0 EX STOP SIGN I73 Proj Ref- Ponomo Rehab FY 13-14 Drawn: JA PAVEMENT REHABILITATION 2014 PANAMA LANE -Monitor St. to S. Union A ve. SHEET NO. PUBLIC WORKS DEPARTMENT Design Eng: JAF Striping Plan Sta. 19f85 to Sta. 25-75 12 of 4 Dote: 3/13/2014 Job No.: T4K220 Checked ByNSI. 0 1 2 3 Harliss Wa v eRpFESSION4 DEAN R roe REGIS T R D Cl VIL EN NEER C 46803 Exp. 6-30-15 Cl TY OF BAKERSFIELD 1509 TRUX TUN A VENUE qTF C/vl \- BAKERSFIELD, CA 93301 OF CA1-�F REV/S/ONS No. DA TE DESCRIP TION SCALE. 1 "=20' I'7??I / PANAMA LANE Cl TY RECORD No. CITY OF c BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Proj Ref. Panama Rehab FY 13-14 DesDro ig n EnAgF JAF PAVEMENT REHABILITA TION 2014- PANAMA LANE -Monitor St. to S. Union Ave. SHEET NO. Striping Plan Sta. 25+75 to Sta. 31+25 13 OF 14 Date: 3/18/2014 Job No.: T4K220 Checked By.•/r%j6 MARKING LEGEND SYMBOL DESCRIP TION STRIP/NG/ MARKERS/ LOOPS NOTES O INSTALL 1' WIDE STOP BAR AND12 O INSTALL TYPE E LOOP CROSSWALK STRIPING. (WHITE) O2 INSTALL TYPE IV ARROWS 13 INSTALL TYPED LOOP O3 INSTALL DETAIL 9 14 CONSTRUCT R26(CA) SIGN OVEREX R81(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 D TL SHT 4 O INSTALL TYPE "0" OBJECT 16 INSTALL R81 A) SIGN TO EX. MARKERS AS NOTED POLE PER L"B" SHT 4 O INSTALL DETAIL 32 t7 INSTALL MODIFIED TYPE D O INSTALL DETAIL 38 LOOP 18 INSTALL FIRE HYDRANT gO INSTALL DETAIL 38A MARKERS AS SHOWN ON PLANS (FIELD VERIFY LOCATIONS) 10 INSTALL DETAIL 39 1g O CONSTRUCT R81 (CA) SIGN 11 O INSTALL DETAIL 39A AN ' D POLE PER DTL " A SHT 4 Harliss Wa v eRpFESSION4 DEAN R roe REGIS T R D Cl VIL EN NEER C 46803 Exp. 6-30-15 Cl TY OF BAKERSFIELD 1509 TRUX TUN A VENUE qTF C/vl \- BAKERSFIELD, CA 93301 OF CA1-�F REV/S/ONS No. DA TE DESCRIP TION SCALE. 1 "=20' I'7??I / PANAMA LANE Cl TY RECORD No. CITY OF c BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Proj Ref. Panama Rehab FY 13-14 DesDro ig n EnAgF JAF PAVEMENT REHABILITA TION 2014- PANAMA LANE -Monitor St. to S. Union Ave. SHEET NO. Striping Plan Sta. 25+75 to Sta. 31+25 13 OF 14 Date: 3/18/2014 Job No.: T4K220 Checked By.•/r%j6 MARKING LEGEND SYMBOL DESCRIP TION TYPE IV ARROW (15 SF) 12" WIDE CROSSWALK MARKING BIKE LANE AND ARROW (10 SF) A Harliss Wa v eRpFESSION4 DEAN R roe REGIS T R D Cl VIL EN NEER C 46803 Exp. 6-30-15 Cl TY OF BAKERSFIELD 1509 TRUX TUN A VENUE qTF C/vl \- BAKERSFIELD, CA 93301 OF CA1-�F REV/S/ONS No. DA TE DESCRIP TION SCALE. 1 "=20' I'7??I / PANAMA LANE Cl TY RECORD No. CITY OF c BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Proj Ref. Panama Rehab FY 13-14 DesDro ig n EnAgF JAF PAVEMENT REHABILITA TION 2014- PANAMA LANE -Monitor St. to S. Union Ave. SHEET NO. Striping Plan Sta. 25+75 to Sta. 31+25 13 OF 14 Date: 3/18/2014 Job No.: T4K220 Checked By.•/r%j6 T 0 OH :+-I (11 L F) O �, 18 ■ (aI1 LF) L_ SHOULDER 32 EX STREET NAME SIGN "a gM•+¢4e�Sa O �3 �(183Lf) +I (126 LF) --Q77, 2120 12 0, Q V- ":K +�_ STRIPING/ MARKERS/ LOOPS NOTES : O INSTALL 1' WIDE STOP BAR AND 12 INSTALL TYPE E LOOP +ILn CROSSWALK STRIPING. (WHITE) 212E 12 O INSTALL TYPE IV ARROWS 13 INSTALL TYPE D LOOP O INSTALL DETAIL 9 14 CONSTRUCT R26(CA) SIGN DIS TAN OVER EX R81(CA) ON EX POLE O INSTALL DETAIL 22 35 LF) PER DTL "C" SHT 4 O5 INSTALL DETAIL 27B 15 CONSTRUCT POLE WITH R7-9 SIGN PER DTL "D" SHT 4 O INSTALL MARKERS TYPE "0" OBJECT AS NOTED i 6 INSTALL R81(A) SIGN TO EX. POLE PER DTL "B" SHT 4 O INSTALL DETAIL 32 17 INSTALL MODIFIED TYPE D O INSTALL DETAIL 38 LOOP 18 INSTALL FIRE HYDRANT Og INSTALL DETAIL 38A MARKERS AS SHOWN ON PLANS (FIELD VERIFY L OCA TIONS) 10 INSTALL DETAIL 39 19 CONSTRUCT R81 (CA) SIGN 11 INSTALL DETAIL 39A AND POLE PER DTL "A' SHT 4 :+-I (11 L F) O �, 18 ■ (aI1 LF) L_ SHOULDER 32 EX STREET NAME SIGN "a gM•+¢4e�Sa O �3 �(183Lf) +I (126 LF) --Q77, 2120 12 0, Q V- ":K +�_ PB#1 C1j (33 SF) O ,— O EX STREET 18 �A ME IGN 3 O c O CONTRACTOR TO TIE DETECTOR LEAD-IN ° CABLES (DLC'S) INTO EXISITNG TRAFFIC 0 SIGNAL PULLBOX (PB #1). CONTRACTOR o SHALL COORDINATE WITH CITY TRAFFIC aENGINEERING. v a I '�TIBURON ST / v v C v d 0 Z -Z d' O / , N {v\ I S O N / O 115 Z E W W Z 0 Z W 0 0 J / MARKING LEGEND SYMBOL DESCRIP TION �Q TYPE IV ARROW (15 SF) 18 12" WIDE CROSSWALK MARKING �N +ILn N 212E 12 �o 0 DIS TAN E � TO o 35 LF) LIMIT LINE. , 350 N PB#1 C1j (33 SF) O ,— O EX STREET 18 �A ME IGN 3 O c O CONTRACTOR TO TIE DETECTOR LEAD-IN ° CABLES (DLC'S) INTO EXISITNG TRAFFIC 0 SIGNAL PULLBOX (PB #1). CONTRACTOR o SHALL COORDINATE WITH CITY TRAFFIC aENGINEERING. v a I '�TIBURON ST / v v C v d 0 Z -Z d' O / , N {v\ I S O N / O 115 Z E W W Z 0 Z W 0 0 J / MARKING LEGEND SYMBOL DESCRIP TION TYPE IV ARROW (15 SF) 12" WIDE CROSSWALK MARKING BIKE LANE AND ARROW (10 SF) 0�0 EX. HOUSE EX BUS ST(95 S Union Ave. - AND SIGN EDGE�F PAVING — N7 v EX SPEED O( 38 LF) + `L' LIMIT SIGN 5 +I n N N 33 o' �n 0 34 4190 LF ( ) N (15 SF) O (1p0 LF) (227 LF) N �m R U) Q) N 14 %Z(15 SF) P2 R �r CONTRACTOR TO TIE DETECTOR LEAD-IN CABLES (DL C'S) INTO EXIST TNG TRAFFIC SIGNAL PULLBOX (PB #2). CONTRACTOR SHALL COORDINATE WITH CITY TRAFFIC ENGINEERING. Y CITY OF BA KERSFIEL D, CALIFORNIA STREET CENTERLINE 8 (190 LF) 8) (190 LF) EX. A. C. 3� 12 5J1L 2140 12 0 214L CORE LOCA TION C-5 10 (170 LF) 9 (170 LF) 213E CONTRACTOR TO TIE DETECTOR LEAD-IN CABLES (DLC'S) INTO EX/SITNG TRAFFIC SIGNAL PULLBOX (PB #3). CONTRACTOR SHALL COORDINATE WITH CITY TRAFFIC ENGINEERING. PANAMA LANE (15 SF, O(15 SF) INW EX TT AFFIC CONT OLLER CROSSWALK (235 SF) i CITY RECORD No. Proj Ref- Ponomo Rehab FY 13-14 Drawn: JA PAVEMENT REHABILITATION 2014 PANAMA LANE -Monitor St to S. Union Ave PUBLIC WORKS DEPARTMENT Design Eng: JAF Striping Plan Sta. 31+50 to S. Union A ve. Dote: 3/21/2014 Job No.: T4K220 Checked By.• 0 1 SHEET NO. 14 OF 14 2 W O J W Z 2 O 7 } m 0 F- 0 a 0 to r� 0 0 0- N N M 00 d 0 N N O 0 M 7i 0 0 M 3 a C O 0 0 Z 0 N N Y H C E U O 0 i 0 C 0 0 0 0 J 0 E 0 0 i i _M s N i M a N F- V W a / HINGE FINAL COURSE SHALL BE 0.20' THICK POINT MAXIMUM. ANY ADJUSTMENT TO STRAIGHT GRADE SURFACE SHALL BE PLACED PRIOR TO PLACEMENT OF TOP COURSE 77 STRAIGHT GRADE PA VEMEN T JOINTS SHALL BE LOCATED ALONG LANE LINE(S) AS DIRECTED BY ENGINEER . . Final Phase Pavement Lift Detail 18' -PHASE ONE AND TWO 16' FINAL ROA DWA Y SURFACE 10.3' Ml Phase I and 2 Construction Pavement Lift Detail EX DRIVE ACCESSES STREET AND � OF CONSTRUCTION LIP MONITOR ST TO STA 25+00.• 45'-65' STA 27+15 TO STA 29+35: 451 STA 33+75 TO STA S. UNION A VE.' 18' WESTBOUND CHANNELIZING VARIES.43'- 62' EASTBOUND CHANNELIZING DEVICE VARIES 0'-9' DEVICE PAINTED MEDIAN MIN. 12' WIDE ISLAND SEE PLAN MIN. 12' WIDE 18' MIN TRAVEL LANE TRAVEL LANE 18' MIN. LIP I EX DRI VE ACCESSES LEE 9 -0 - EX CURB' CURB AND GUTTER Phase 2 AND GUTTER Phase 1 Condition A -Full Width Street Panama Lane: Street Pavement Phase One and Two EX DRIVE ACCESSES 1 NEW EP 9'1 SHOULDER PAVING STA 25+00 TO STREET AND OF CONSTRUCTION EX EP STA 27+15.- 15'-17' VARIES. 43'- 62' STA 29+35 TO STA 33+75. 12'-231 WESTBOUND EX. PAINTED EASTBOUND CHANNELIZING MIN. 12' IV MEDIAN SEE PLAN DEVICE TRAVEL N4 HANNEI MIN. 12' WIDE DEVICE TRAVEL LANE 9'-18' 30' R 18' \- EX EP W EX CURB Phase 1 Phase 2 Condition B -Partial Width Street Panama Lane: Street Pavement Phase One and Two CITY OF BAKERSFIELD, CALIFORNIA LIP I EX DRIVE ACCESSES GUTTER THE FINAL COURSE OF PA VEMENT LIFT (0.20' TYPE 'A' A. C.) SHALL BE PLACED AS ONE FINAL LIFT AFTER ALL RESPECTIVE LIFTS (0.80' TYPE B' A.C.) ARE COMPLETED FOR PHASES 1-4 AND PER THE DETAILS ON THIS PLAN SHEET, VARIES -PHASE 3 AND 4 FINAL ROADWA Y c/ /Oc A Phase 3 and 4 Construction Pavement Lift Detail LIP I_ 18' STREET AND OF CONSTRUCTION WESTBOUND 12'Min. CHANNELIZING DEVICE,,. EX CURB - AND GUTTER VARIES' 43'-62' EASTBOUND Phase 3 Phase 4 Condition A -Full Width Street Panama Lane: Street Pavement Phase Three and Four NEW EP g'1 EX EP STA 25+00 TO STA 27+15.- 15'-17' SHOULDER STA 29+35 TO STA 33+75: 12'-23'1 WESTBOUND 18' �-�-12' Min. ---►I CHANNELIZING DEVICE EX DRI VE ACCESSES - M LIP I �-�— 12' Min. CHANNELIZING DEVICE EX CURB AND GUTTER STREET AND OF CONSTRUCTION VARIES.' 43'-62' EASTBOUND PHASE 3- 10'-18' 18' PHASE 4- 25'1 Phase 3 and 4 LIP �-+�— 12' Min. CHANNELIZING DEVICE .,.. � EX CURB AND GUTTER Condition B -Partial Width Street Panama Lane: Street Pavement Phase Three and Four Proj. Ref- Panama Rehab FY 2014 Drawn: JAF PUBLIC WORKS DEPARTMENT Design Eng: JAF Date: 5/5/2014 Job No.: T4K220 Checked By. A& QRpF E SS I ONq pD AN sl�/ � `/ REGISTERED CIVIL ENGINEER C 46803 Exp.6-30-15 CITY OF BAKERSFIELD s� �P 1501 RXUNAVENUE 93301 qTF OFt BAKERSFIELD CA REVS/ONS No. DA TE DESCRIP TION 173 PAVEMENT REHABILITATION 2014 PANAMA LANE SHEET NO. Monitor St. to S. Union Ave/ Phasing Details Baa of 1