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HomeMy WebLinkAbout3.2-602AB1. TITLE SHEET 2. SIGNAL PLAN 3. STRIPING PLAN BAKERSFIELD CITY STANDARDS -T;l 9 S-36 S-1 S-41 _.CONVENTIONAL SYMBOLS CALTRANS 1988 STANDARD PLANS ES-1A RIGHT—OF—WAY ES- 4B ES-6P T-11 CENTERLINE ES-113 WALL ES-5A ES-6R EXISTING TOPO T-12 CULVERT —X— FENCE HEDGE ES--- ES-513 ES-6S T -13 SYMBOLS --E-S-,3A ES -5C ES -6T D87 -B ES-3B GAS LINE ES- 5E ES-8 N8-A BURIED TELEPHONE oo ES 3 ES -10 E S - 3D' ITS -6A ES-11 AERIAL CABLE ES 3E, ES-613 ES -13 MANHOLE BAKERSFIELD CITY STANDARDS -T;l 9 S-36 S-1 S-41 _.CONVENTIONAL SYMBOLS loll Y �r nxn�t��r1hL.0 p 1 1 i: DEPARr. MENT j OF PUBLIC WORKS PLANS FOR :MODIFICATION OF TRAFFIC SIGNAL SYSTEM AND MEDIAN ON 0SEDA4LI..., 11 IGHWAY N E) COF FE.,,,E RC A �s s __ r. 111161,1113 -1 - ones F S TAT Eli OF CALIFORNIA 7-17H STAND0D RE), 7 LJ ckf V, V) 0 SNOW RD ND MOUNTAIN ROAD - - -GS` -- w LL NOTE: 0 TH E CONTRACTOR MUST POSSESS A ;� &ORRIS RCS, CLASS A OR A COMBINATION cr- a 0 ND OF. CLASS C--8, C-110E (:'*'-12 w OLIVE DRI CONTRACTORS LICENSES AT LL - > BERTS LANE CAN < THE TIME THIS CONTRACT IS AWARDED. < 7 > �ALL UTILITY LOCATIONS !"HOWN ARE :APPROXIMATE AND ARE SHOWN FOR :,:E 34 TH ST. C, INFORMATION ONLY. CONTRACTOR I.d HWY 58 oSE E ALE HWY. SHALL CALL USA AT (800) 642 '2444 AND VERIFY UTILITY LOCAT11ONS 48 i:� RR C, TRUXTUN AVE. HOURS BEFORE STARTING CONSTRUCTI( IECT C? \j A-u C7�=NIA - . .A z- 0 Z 1770N > SRO :-1Y THE CITY COUN("'IL Z RRIFF, < !Is j 1, t STOCKDALE H WY BR DAGE 0 C CITY CLERK, DEPUTY 4.0 Lu c) < DATE JULY I I 0 1990 cf] V) 0 o MING AVENUE � ¢ /."s�r.�rr ice" �'� ..................................... < 0 Lli APPROVAL kECOMMENDED 0 WILSO 'm R 0 A DLWLJ LIJ 0 0 Lr < PLAN' OAD PUBLIC C WORK IRECTOR(� i 42 1A ASSISTANT PUBLIC WORKS'DIRECTOR I r4 t" A-! Z- –j e;TR—AFFI C- ENO --- NE!R R.C.E. 32300 PLANS FOR SIGNAL AND MEDIAN �•� j G: MODIFICATION ON OF Lc_ . TEPNI 51006 i ROSEDALE HW- AND COFFE''E RD. 3 SHEETS SECTION LINE LEVEE RIGHT—OF—WAY HHHHHHHH!I; ................. RAILROAD TRACKS CENTERLINE WALL EXISTING TOPO CULVERT —X— FENCE HEDGE GUARD RAIL UT I.HY SYMBOLS w WATER LINE S--- SEWER LINE G GAS LINE OIL LINE BURIED TELEPHONE oo AERIAL WIRE CABLE AERIAL CABLE F.H. MANHOLE FIRE HYDRANT W. M. POWER POLE WATER METER m EXISTING MONUMENT ®.V. WATER VALVE G.M. FUTURE MONUMENT x GAS METER S.L. G.V. LIGHT STREET GHT 0 GAS VALVE 0 EXISTING SIGN NEW SIGN loll Y �r nxn�t��r1hL.0 p 1 1 i: DEPARr. MENT j OF PUBLIC WORKS PLANS FOR :MODIFICATION OF TRAFFIC SIGNAL SYSTEM AND MEDIAN ON 0SEDA4LI..., 11 IGHWAY N E) COF FE.,,,E RC A �s s __ r. 111161,1113 -1 - ones F S TAT Eli OF CALIFORNIA 7-17H STAND0D RE), 7 LJ ckf V, V) 0 SNOW RD ND MOUNTAIN ROAD - - -GS` -- w LL NOTE: 0 TH E CONTRACTOR MUST POSSESS A ;� &ORRIS RCS, CLASS A OR A COMBINATION cr- a 0 ND OF. CLASS C--8, C-110E (:'*'-12 w OLIVE DRI CONTRACTORS LICENSES AT LL - > BERTS LANE CAN < THE TIME THIS CONTRACT IS AWARDED. < 7 > �ALL UTILITY LOCATIONS !"HOWN ARE :APPROXIMATE AND ARE SHOWN FOR :,:E 34 TH ST. C, INFORMATION ONLY. CONTRACTOR I.d HWY 58 oSE E ALE HWY. SHALL CALL USA AT (800) 642 '2444 AND VERIFY UTILITY LOCAT11ONS 48 i:� RR C, TRUXTUN AVE. HOURS BEFORE STARTING CONSTRUCTI( IECT C? \j A-u C7�=NIA - . .A z- 0 Z 1770N > SRO :-1Y THE CITY COUN("'IL Z RRIFF, < !Is j 1, t STOCKDALE H WY BR DAGE 0 C CITY CLERK, DEPUTY 4.0 Lu c) < DATE JULY I I 0 1990 cf] V) 0 o MING AVENUE � ¢ /."s�r.�rr ice" �'� ..................................... < 0 Lli APPROVAL kECOMMENDED 0 WILSO 'm R 0 A DLWLJ LIJ 0 0 Lr < PLAN' OAD PUBLIC C WORK IRECTOR(� i 42 1A ASSISTANT PUBLIC WORKS'DIRECTOR I r4 t" A-! Z- –j e;TR—AFFI C- ENO --- NE!R R.C.E. 32300 PLANS FOR SIGNAL AND MEDIAN �•� j G: MODIFICATION ON OF Lc_ . TEPNI 51006 i ROSEDALE HW- AND COFFE''E RD. 3 SHEETS FA REMARKS EXISTING to POLE. REMOVE & SALVAGE PED. HEAD. INSTALL NEW SIGNAL AND PED. HEADS WITH MOUNTINGS. EXISTING 1A POLE. REMOVE & SALVAGE SIGNAL AND PED. HEADS. INSTALL NEW SIGNAL AND PED. HEADS WITH MOUNTINGS. a1A POLE SCHEDULE LOC. TANDARD MAST LI HTI G SIGNALS SIGNALS WALK W -DW PPB VEHICLE DON'T WALK 4 4 SIGNS ST. NAME SIGN O1A 1 PPB TV -2 -T SP-1 -T 08 0 2 DET. 04 (LT -MAS) HEAD WILL BE REPLACED WITH (MAS) HEAD © 24 -4 -80 MAS SV -1 -T MAS SP -1 -T 04 02 ROSEDALE HWY 35 YPE g - LT -MAS LT -MAT 3 3 3 THE SOUTH iS WIDENED TO FULL WIDTH IN THE FUTURE. © ©1A TV -2 -T TV -2 -T SP-1 -T 02 1 ! 4 4 4 SV -1 -T o 7 DET. 1 1 POLE INSTALLED AT ULTIMATE LOCATION FOR EXPANDED O 29 -5 -80 MAs SV -1 -T MAS SP -1 -T 9s6 COFFEE ROAD COFFEE ROAD 55 O PPB 1 9 LT -MAT LT-MAT 4 04 # 6 SERVICE REMARKS EXISTING to POLE. REMOVE & SALVAGE PED. HEAD. INSTALL NEW SIGNAL AND PED. HEADS WITH MOUNTINGS. EXISTING 1A POLE. REMOVE & SALVAGE SIGNAL AND PED. HEADS. INSTALL NEW SIGNAL AND PED. HEADS WITH MOUNTINGS. a1A LIGHTING TV -2 -T SP -1 -T I�4 �6 i_r 0 1 DET. 1 PPB 15 SV -1 -T 1 0 2 DET. 04 (LT -MAS) HEAD WILL BE REPLACED WITH (MAS) HEAD F 29 -5 -80 MAS SP -1 -T 08 1 ROSEDALE HWY AND A (LT -MAT) HEAD ADDED WHEN COFFEE ROAD TO 55 YPE g 0 4 DET. LT -MAS 3 3 3 3 THE SOUTH iS WIDENED TO FULL WIDTH IN THE FUTURE. © 1A TV -2 -T SP -1 -T 06 08 1 ! 4 4 4 SV -1 -T o 7 DET. 1 1 POLE INSTALLED AT ULTIMATE LOCATION FOR EXPANDED O 29 -5 -80 MAs SP -1 -T 02 COFFEE ROAD INTERSECTION. 55 O PPB 1 9 LT -MAT 4 4 04 # 6 SERVICE OPPB LIGHTING - - o2 i_r 0 1 DET. 1 PPB 1 1 1 0 2 DET. 04 ©00� K PPB 4 0 3 DET. 1 04 YPE g 0 4 DET. 3 3 3 3 3 DLC © PPB 06 0 6 DET. 4 4 4 o 7 DET. 1 1 r O PPB 0 8 DET. 2 08 O PPB 1 9 8 4 4 04 # 6 SERVICE i [ 1' YAR I II I6U A.C. DiKE, TYPE 'B' �\ SAWCUT & REMOVE _ 0.5' EXISTING PAVI-7AENT 1 ! -0.5 AGG. , BASE. CLASS 2 I 1.6' O.G. COMPACTED TO P519 REL DENSITY I 'I SECTION A -A I� I Il ( II' I II YARIES O' 1 36' SAWCUT SAWCUT & I II - - - 1 REMOVE EXISTING I 1 -- -- - -�� SHOULDER PVMN.. 0.4' A.C., TYPE 'B' 0.5' AGG. BASE, CLASS 2, r 1.6' O.G. COMPACTED TO 95% REL DENSITY I SECTION B -B I II I I1 TYPICAL SECTIONS " l II- I II 11 Il I II o I II I !i I II i I II C� II II ! II I iI Ja FE I I Ii Y, I ALL NEW SIGNAL STANDARDS SHALL BE FURNISHED BY THE CITY. ALL OTHER EQUIPMENT SHALL BE FURNISHED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. REMOVE PAVING & CURBING. PLACE N [] I III8U 0.4' A.C. OVER 0.50' AGG. BASE PER TYPICAL SECTION I I I o;� C> �- PLACE 0.4' A.C. OVER 0.50' AGG. 04 II II J BASE PER TYPICAL SECTION { 'I �� SCALE 1'm30' FINAL PAY QUANTITY 70 ROADWAY EXACAVATION = 495 C.Y. W A.C. DIItF e - e pz 3 � F z �{C ! R/W C.4 O y/ V -- -_. -- + / - - - - - - - - 1.2' SQR. P.T. &T. - - - - - - - - - - - - - - - - - --' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TEL, CONDUIT _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i _ - - _ - - _ - - _ - - - - - - _ - - - _ - - - _ - - - - - - _ - - _ - - - - - _ - - - _ 0 I SAWCUT LINE (CUT OUT SHOULDER STRIPE) t I INSTALL TYPE B A.C. DIKE < -2Z SLOPE TO FROM BEGIN OF BAY TAPER ® r MEET EXISTING ® - - - - - - - - - TO END OF 3 x 45 FLARE n o > 3 X 45 FLARE �� 6 � AT MEDIAN NOSE +wm -- ----- - - - - -- - -- f- - - - - - - - - - - - - - - - - - - - 2X30 Cj� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6 n 4 455 + I - - - r- -- -- - - - -- -- - 1 J1U -1 r - -, r ,- - - -' -,_ 1 1 a z A = y 1 N 14U � t F E ' t W -- -- --- ---1 1 RS ❑l;<9 SAWCUT LINE -� ------------------------------------------ {} - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2- GAS (SO. CAL GA i) 1 1 - - - - 02 C A R/W - - - r i -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' B e l/ 4 NOTE: ! EXISTING SIGNAL CONDUITS UNDER STREET IN THE IMMEDIATE VICINITY OF THE INTERSECTION SHALL SERVICE - I BE AT LEAST 3 INCHES IN DIAMETER AND SHALL BE INSTALLED IN OPEN TRENCH UNLESS OTHERWISE TO REMAIN DIRECTED BY THE ENGINEER. METHOD OF INSTALLATION SHALL CONFORM TO THE SPECIAL PROVISIONS. 1 E (E) ADJACENT TO CONDUIT RUN # IN SCHEDULE DENOTES EXISTING CONDUIT. 1' CONDUCTOR SCHEDULE 3,g Opp � CONDUIT SIZE -313.5-13.5-1 3" 1 3" 1 3" 3" 2.5" 2" 1 2" 1.5" 1.5" 1.5" 1.5" 1.5 "i1.5" 1.5" 1.5"11.5" AFi n I n I n I AlEi n I AEI AEI AEI AEi AEI AEI n IA I AEI AEI ASE A\ I E CONDUCTOR RUN 12 CONDUCTOR 8 3 CONDUCTOR 9 211 14131211 10 LIGHTING - - 1 - i_r 0 1 DET. 1 1 1 1 1 0 2 DET. 4 ©00� 4 0 3 DET. 1 YPE g 0 4 DET. 3 3 3 3 3 DLC 0 5 DET. 1 0 6 DET. 4 4 4 o 7 DET. 1 1 1 1 1 0 8 DET. 2 TOTAL 17 1 9 8 4 4 # 6 SERVICE foo =MK A 9\I I LIMITS OF RECONSTRUCTED CURB RETURNS X 5 WEST EAST A= 70'0'0" A = 600'0" R = 40.00' R = 40.00' L = 48.87' L = 41.89' T = 28.01' T = 23.09' [� - - 1 - i_r - 1 1 1 1 © ©0 ©00� 4 2 1 A 9\I I LIMITS OF RECONSTRUCTED CURB RETURNS X 5 WEST EAST A= 70'0'0" A = 600'0" R = 40.00' R = 40.00' L = 48.87' L = 41.89' T = 28.01' T = 23.09' [� 09/15/90 1 �1.4'rc 11:17 AM Drawing File: 51006 -2S REVISED PER CALTRANS REQUIF EMENTS i � I I n 117 � � 1�1•IIMfI�I� I I I NOTES I !I I 1 Type A loos shall conform to State iI I YP P Standard Plan ES -513 except as noted otherwise. Magnl, tic Vehicle Detectors shall conforr•I ti: II I State Standard Plan ES -5C. I II I 1 2 Detector loops shall be centered o,i their respective lanes. II 11 3 All loops shall be located in the fit,ld by the Engineer. II I Ii I 4 Detector loops and lead -ins within 8 feet of the curb flowline shall be a minimum of 1.5 in:hes below the surfaco of the pavi -ig. II I 11 I II I 5 Lane closure for placing the detector loops are only allowed between .8:30 - 11:30 AM and "1:30 - 4:00 PM. ! I I 6 Contractor shall supply and install four (4) Indicator Controls Corporation Model 222 loop detectors or approved equal. Loop II I detectors shall be 2- channel digitc.l, rack mounted wit'i a serial port. Contractor shall also supply and install all r�ecessarIft II I hardware to connect the detectors for a fully operational syste . II I II I II II 7 Removal and salvage of existing signal standard, most arms, signal heads and luminaires shall also include removrll and di.p0:l31 II II of foundations. Il I II I 8 All unused, salvaged material shall be delivered, by the contractor, to the CalTrans maintenance yard on Olive Drive. Il I II I 9 All pedestrian indications shall be new, international symbol type as detailed in the specificat: ons. Replace all existing II I pedestrian indications with new international symbol type. II I II II I 10 Luminaires shall be cutoff type, 24'IV, 20OW, HPS`'. I ! I I 11 All new signal indications shall be 12 inch. I 11 I 12 Location of the standards shall be 2' behind the flow line or as directed by the Engineer at the site. II I _ II ( 13 All utility locations shown are approximate only end reflect information provided by the utility company. Other utilities may be present. Contractor shall be responsible for determining actual utility locations. I _ 4 II I ! I II I 14 Existing signal system shall remain in operation at all times except as necessary for electrical change over from cld to new II I system. System may be placed in 'Flashing All fled" Mode at su h times but shall be limited to between 8:30 A.M. and 1' : 3C► A.M., 1► I and between 1:30 P.M. and 4:00 F.M. NI II l 15 Existing conduits shown to be re -L .sed are of adequate size for the new conductors. Parallel conduits may be installed, a1. the a II I Contractor's option, to facilitate m, :intaining the existing system in operation. Minimum size for new conduits shall be 33 �, . fhis II I shall be accomplished at no added cost to the City. Existing conduits no longer needed shall be abandoned & conductors rerri�:►vei::_ I II I J0 Remove conduit, conductors, and u -used pull boxes in conduit run. piw , = II I Vol 8U,V su II 11 Q Remove pull box, connect new and existing onduit. Remove existing conductors and install conductors as indicated.- FUTU HEADII I Q SEE NOTE ON ® Remove pull box. POLE SCHEDU(�j I } B . ! SAWCUT LINE / ®� , IFRIANT -KERN , ro� o - / ,/ � 0$ ®.�, I I CANAL I r G �I�6 II I I �- I f l I I F •�2 26 / L - 0 9 .3-1/2- TEL CONDUIT I I' jj P H- PP I I I 2.5' WIDE (P.T. &T.) I I R __ __ =_ ------ - - - -t- _L = = = ==� _`____ _- __ - - -- I11 - --------- . - - - -I -- --=F-----------------------I---------- - - - -- --- - - - - -- -4 ----- - - - - -- -------------------------------------------------------- --g ® ® I J4L i -- - - -- - - -- rn S F J4U 959 +05,04 ROSEDALE) �--------------- --- -- - - -I N w 424+15.18 (COFFEE) ®1 - - - - - - - - - - 1 , r =� 9 i ________._-1I------------------------------ r- _ + SAWCUT - i�' n -I {- - - - - - - - - - - :I LINE + - - - - - - - - - - - - -- - - - - - - -- -- - - - 2 MEDIAN a - ------------- 4 • I m M INSTALL TYPE B A.C. DiKE I � I -- -, •_ - -- --- • -• - -- - - } ALONG FLARES & AROUND I i I ' 4 MEDIAN NOSE DRNER ' - - - - - - - I f -_ -- - - -- - - -- LANE STRIPE SECTION C 3 x 45 FLARE I MONUME N ® i AB I 12 O I 2 x 30 FLARE r- - - 1 -- - ----------- -------- - - - - -- ----------------- - - - -u- __------------------- - - - - -- SHOULDER STRIPE 4 �7 �� _ - - -- - -- -- ' - -- a -- - - 0-ill 60+06.27 57'RT - - - - - - -- - - - - - 04 - // / 1 ECR - FUTURE I I 11 t r 07 N// / I I CURB RETURN TE 8 I SIGN J 423+18.72, 61'RT I 1 I 11 BCR - FUTURE 1 CURB RETURN 1 I NOTES (continued) I 3 "15U J8L I Extend Magnetic Vehicle Detector conduit and irsta l g pull box- per State standard Plan ES -SC:. I j ® Remove existing sidewalk, curb & g:ltter and handicap ramp. Reconstruct Type curb & gutter in same location with I I in ✓same location with dual handicap ramps centered on crosswalks. a I i I �� i /W�� r 1 21 pull box with traffic rated lid in conduit runA55 at future median location. y Dt► o_ ODI FI CATk ON OF �,G?;IL;= DRAW II ! REGISTERED CIVIL ENGINEER .t TRAFFIC SIC NAL AT 11.11 -1- I I I ; : t 3. !jt� i PR(,ECT ID'13INEEIR .� �l � 11�11�1� „ ,, COFFEE RD & ROSEDALE H V` Y TA�1}lC Ett3NEr�I I ►� , fit°'° ��,�� �� ,� S. L.�UALKER 01 CITY OF BAKERSFIELD rar,_ 32. 00 I �."i �..o"'+ Apr ,�I II 1501 TRUXTUN AVENUE_:: " -` `{`' 1.1.x. X17 I iI BAKERSFIELD, CA 93301 CITY. OF BIB KERSFIELD \ J J6U I • t q I'UBMIC `FORKS- TRAFFIC ENGINEERING ■ TEPN 510()6 - __- © ©0 ©00� ©000 09/15/90 1 �1.4'rc 11:17 AM Drawing File: 51006 -2S REVISED PER CALTRANS REQUIF EMENTS i � I I n 117 � � 1�1•IIMfI�I� I I I NOTES I !I I 1 Type A loos shall conform to State iI I YP P Standard Plan ES -513 except as noted otherwise. Magnl, tic Vehicle Detectors shall conforr•I ti: II I State Standard Plan ES -5C. I II I 1 2 Detector loops shall be centered o,i their respective lanes. II 11 3 All loops shall be located in the fit,ld by the Engineer. II I Ii I 4 Detector loops and lead -ins within 8 feet of the curb flowline shall be a minimum of 1.5 in:hes below the surfaco of the pavi -ig. II I 11 I II I 5 Lane closure for placing the detector loops are only allowed between .8:30 - 11:30 AM and "1:30 - 4:00 PM. ! I I 6 Contractor shall supply and install four (4) Indicator Controls Corporation Model 222 loop detectors or approved equal. Loop II I detectors shall be 2- channel digitc.l, rack mounted wit'i a serial port. Contractor shall also supply and install all r�ecessarIft II I hardware to connect the detectors for a fully operational syste . II I II I II II 7 Removal and salvage of existing signal standard, most arms, signal heads and luminaires shall also include removrll and di.p0:l31 II II of foundations. Il I II I 8 All unused, salvaged material shall be delivered, by the contractor, to the CalTrans maintenance yard on Olive Drive. Il I II I 9 All pedestrian indications shall be new, international symbol type as detailed in the specificat: ons. Replace all existing II I pedestrian indications with new international symbol type. II I II II I 10 Luminaires shall be cutoff type, 24'IV, 20OW, HPS`'. I ! I I 11 All new signal indications shall be 12 inch. I 11 I 12 Location of the standards shall be 2' behind the flow line or as directed by the Engineer at the site. II I _ II ( 13 All utility locations shown are approximate only end reflect information provided by the utility company. Other utilities may be present. Contractor shall be responsible for determining actual utility locations. I _ 4 II I ! I II I 14 Existing signal system shall remain in operation at all times except as necessary for electrical change over from cld to new II I system. System may be placed in 'Flashing All fled" Mode at su h times but shall be limited to between 8:30 A.M. and 1' : 3C► A.M., 1► I and between 1:30 P.M. and 4:00 F.M. NI II l 15 Existing conduits shown to be re -L .sed are of adequate size for the new conductors. Parallel conduits may be installed, a1. the a II I Contractor's option, to facilitate m, :intaining the existing system in operation. Minimum size for new conduits shall be 33 �, . fhis II I shall be accomplished at no added cost to the City. Existing conduits no longer needed shall be abandoned & conductors rerri�:►vei::_ I II I J0 Remove conduit, conductors, and u -used pull boxes in conduit run. piw , = II I Vol 8U,V su II 11 Q Remove pull box, connect new and existing onduit. Remove existing conductors and install conductors as indicated.- FUTU HEADII I Q SEE NOTE ON ® Remove pull box. POLE SCHEDU(�j I } B . ! SAWCUT LINE / ®� , IFRIANT -KERN , ro� o - / ,/ � 0$ ®.�, I I CANAL I r G �I�6 II I I �- I f l I I F •�2 26 / L - 0 9 .3-1/2- TEL CONDUIT I I' jj P H- PP I I I 2.5' WIDE (P.T. &T.) I I R __ __ =_ ------ - - - -t- _L = = = ==� _`____ _- __ - - -- I11 - --------- . - - - -I -- --=F-----------------------I---------- - - - -- --- - - - - -- -4 ----- - - - - -- -------------------------------------------------------- --g ® ® I J4L i -- - - -- - - -- rn S F J4U 959 +05,04 ROSEDALE) �--------------- --- -- - - -I N w 424+15.18 (COFFEE) ®1 - - - - - - - - - - 1 , r =� 9 i ________._-1I------------------------------ r- _ + SAWCUT - i�' n -I {- - - - - - - - - - - :I LINE + - - - - - - - - - - - - -- - - - - - - -- -- - - - 2 MEDIAN a - ------------- 4 • I m M INSTALL TYPE B A.C. DiKE I � I -- -, •_ - -- --- • -• - -- - - } ALONG FLARES & AROUND I i I ' 4 MEDIAN NOSE DRNER ' - - - - - - - I f -_ -- - - -- - - -- LANE STRIPE SECTION C 3 x 45 FLARE I MONUME N ® i AB I 12 O I 2 x 30 FLARE r- - - 1 -- - ----------- -------- - - - - -- ----------------- - - - -u- __------------------- - - - - -- SHOULDER STRIPE 4 �7 �� _ - - -- - -- -- ' - -- a -- - - 0-ill 60+06.27 57'RT - - - - - - -- - - - - - 04 - // / 1 ECR - FUTURE I I 11 t r 07 N// / I I CURB RETURN TE 8 I SIGN J 423+18.72, 61'RT I 1 I 11 BCR - FUTURE 1 CURB RETURN 1 I NOTES (continued) I 3 "15U J8L I Extend Magnetic Vehicle Detector conduit and irsta l g pull box- per State standard Plan ES -SC:. I j ® Remove existing sidewalk, curb & g:ltter and handicap ramp. Reconstruct Type curb & gutter in same location with I I in ✓same location with dual handicap ramps centered on crosswalks. a I i I �� i /W�� r 1 21 pull box with traffic rated lid in conduit runA55 at future median location. y Dt► o_ ODI FI CATk ON OF �,G?;IL;= DRAW II ! REGISTERED CIVIL ENGINEER .t TRAFFIC SIC NAL AT 11.11 -1- I I I ; : t 3. !jt� i PR(,ECT ID'13INEEIR .� �l � 11�11�1� „ ,, COFFEE RD & ROSEDALE H V` Y TA�1}lC Ett3NEr�I I ►� , fit°'° ��,�� �� ,� S. L.�UALKER 01 CITY OF BAKERSFIELD rar,_ 32. 00 I �."i �..o"'+ Apr ,�I II 1501 TRUXTUN AVENUE_:: " -` `{`' 1.1.x. X17 I iI BAKERSFIELD, CA 93301 CITY. OF BIB KERSFIELD \ J J6U I • t q I'UBMIC `FORKS- TRAFFIC ENGINEERING ■ TEPN 510()6 - __- END STRIPE REMOVAL - MEET EXISTING DOUBLE YELLOW STRIPE 09/15/90 .11:55 AM Drawing File: 51006 -3S REVISED FOR CALTRANS REQUIREMENTS 5 s N OTES I I ( 1 All Striping will be performed by City Forces. Ail other work shall be performed by Contractor including but not I'mited to stripe removal, sign installation and sign relocotion. I I I I i 2 New signal poles are showy as existing on this plan and all old poles to be removed are not shown for reasons of clarity. 1 33 Remove stripe. ( 1 ® Remove crosswalk stripe. 5_1 Remove stripe to back of crosswalk. © Paint 4" Double Yellow Str pe. I I ; ® , ' ► 70 Paint 8" White Stripe. L I ® Paint 12" White Stripe (Crosswalk). I l i i I I 1 1 1 , 90 Paint 4" White Skip Stripe. I I 1 i Q I I I F0 Paint Left Turn Arrow, Type, III per State Std. Plan A -24A, typical. ,I Paint Right Turn Arrow, Type III per State Std. Fl A 24A, typical. yp an - - V2 Paint 4" White Edgeline Stripe. I f I l i I I o I I I 03 Relocate Sign into new median area. I ® Install Sign. ' END EDGELINE 1 ) I STRIPE REMOVAL " , 1 1 �- I -2, Q,r , I �N! ' - ' = = 190' Haan , - , - V j�, 22 x 240 TAFER ill - - - - -- - -- -- - VA— — — — — — — — — — — — — — 11 16' R26A — — — -- _ — -- — -- r.. — — — — .. ri *13 I 800'R - R26A - - - =:= 500' `� - . _. -/_ 61, 800'R NOT TO S.; ALE ?4'� 3 �' n7 12 13.5' x 430' TAPER 1500'R_- 12'. _. .2' 13.5'- - -- 7.5 4.5' - - :?2'x90' - - -- - 14.4'- - - - - -= - -_ -� - - - - - - -- - - -- - - - -- ----- - - - - -- - 12' ® 13AY TAPER - -� - 2' _; i ' ® 51' 26'x120' END EXISTING l��IAN �/ ® ® 18.5 _ BAY TAPER © _ _�_ --- ; >4' ------ - - - -__ E1I� 13.5' _ R26A--- ___ - - - - -- -- - - - -_ 165' �\ - - -- - - - - - -- � R26A - - - -- __------------ _!069 - - „ - -- -- -- - - - - -- - _���� - ,-------- _._ - - - -- - - - - -: �..�.._� 295' _ _ 18.5 x 295 TAPER _ _ —� -- ,1. —. . —, �� — 0p — — L4 0 ilL- eY n z II i i I i i i II 11 Z I I I N 1 I I II II r M If - -� - -? t- 41 It J1,12' ' 12' S•�12 "12"12L4 1� 1` I i i 1 I I 1 II 1 1 I I I i i SCALE 1 " =50' 1 1 I! O II 107RE619TEREID CIVIL ENGINEER 1 I I II 1 ; IL CITY OF BAKERSFIELD 1 I ) 1501 TRUXTUN AVENUE I BAIKERSFIELD, CA 93301 I' LEGEND TO SIGNS F?26A -- No Parking Any Time, Spaced ® 200' on center;. [24" X 30” Panel] R18 — Right Lane Must Turn Right [36" Panel] IV74 =' Thru Traffic Merge Left, [60" Panel] I — Sign Symbol with', Sign Number, see above for description. R26A P `• i x\N, 5 N s�J .1 it y y ha � ran DATE , 4 `26 /90 STRIPING PLAN FOR DRAwv ROSEDALE HWY & C`OFFEE RD P PB J U. CT Wo'NUR SIGNAL MODIFICATION B B'J'c'� TRAFFIC ENO 4EER � RC£ 323e) yl 11 a