Loading...
HomeMy WebLinkAbout6.1-1862LIST OF DRA WINGS SHEET 1 TITLE SHEET SHEET 2 DETAILS & SECTIONS SHEET 3 STREET CONSTRUCTION PLAN SHEET 4 STREET CONSTRUCTION PLAN SHEET 5 STREET CONSTRUCTION PLAN SHEET 6 STRIPING PLAN SHEET 7 STRIPING PLAN SHEET 8 STRIPING PLAN SHEET 9 TRAFFIC SIGNAL PLAN POWER LINE TV BENCHMARK STREET IMPROVEMENTS AND WIDENING THE TOP OF THE MONUMENT LOCATED IN A LAMPHOLE AT THE CENTERLINE INTERSECTION OF PANAMA LANE AND GOSFORD ROAD WAS USED AS THE BENCHMARK FOR THIS PROJECT THE ELEVATION IS 355.92'. (NAVD88) BASIS OF BEARING THE CENTERLINE OF PANAMA LANE BETWEEN THE MONUMENT AT GOSFORD ROAD AND THE MONUMENT AT ASHE ROAD WAS USED AS THE BASIS OF BEARING FOR THIS PROJECT. ON PANAMA LANE FROM YOUNG STREET TO CACTUS PATCH DRIVE CITY STANDARDS T-2 STATE STANDARDS A20A, A208, A20C, A24A, A24E, A77G5, A77G6 CONVENTIONAL SYMBOLS — — — — — — — — EASEMENT ______________ EXIST. CURB & GUTTER - - RIGHT-OF-WAY ------------ EXIST A.C. FLOWLINE - - CENTERLINE --- '_/-------- -'/'-------- -' = EXIST EDGE OF PAVEMENT RAILROAD TRACKS GUARD RAIL X CHAIN LINK FENCE IMPROVEMENTS T5K2 12 LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES UTILITY SYMBOLS 997 SF w EXIST WATER LINE CY s EXIST SEWER LINE G EXIST GAS LINE LF SD EXIST STORM DRAIN OH EXIST AERIAL LF E EXIST UNDERGROUND LINES POWER LINE TV EXIST UNDERGROUND T EXIST UNDERGROUND TV CABLES PHONE LINE o EXIST OIL LINE Fo EXIST FIBER OPTIC LINE �O MANHOLE F. H. .Q, FIRE HYDRANT .M. -0- POWER POLE O WATER METER W. V. ® EXISTING MONUMENT N WATER VALVE G.M.UTURE 0 FMONUMENT ® GAS METER S.L. G. V. 3 STREET LIGHT DJ GAS VALVE STREET LIGHT W/MAST ARM ii�lll BENCHMARK C,0. CLEAN OUT EIP- AUTO SCOPE © PRE-EMPTION DEVICE STREET SIGN T5K2 12 LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES ITEM ES RMA TED UNIT OF QUANTITY MEASURE REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS 997 SF EARTHWORK (ROADWAY EXCAVATION) 6,650 CY TRAFFIC STRIPE (DETAIL 9) 7,588 LF TRAFFIC STRIPE (DETAIL 21) 18 LF TRAFFIC STRIPE (DETAIL 278) 6,124 LF TRAFFIC STRIPE (DETAIL 38) 481 LF PAVEMENT MARKINGS 41 SF Job No.: T51<212 File Path: S:\PROJECTS\2014-2015\T5K204-T5K212 St Imp Panama Ln\AutoCAD Drawings File Name: PLANS_PAN_GOS-ASHE.dwg SACRAMENTO\ ,SAN FRANCISCO FRESNO ANGELES DIEGO STATE OF CALIFORNIA NO TE: THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES. CLASS A NO TE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 7-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH �ROFESS/pNq F� 51 NGy � C 80507 a OF CAI. 6.1-1862 1.0 MILE APPROVED BY= f")- k� wl e \22s_a NICOLAS FIDLER, .C.E. 61069 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: W, 0 /y `tom S-A/Y 2%1a CIV ENGINEER IV - DESIGN ENGINEERING ATE 6/z-�/r9 RECORD No, TRAFFIC ENGINEERING DATE STREET IMPROVEMENTS AND WIDENING ON PANAMA NO 1 LANE FROM YOUNG STREET TO CACTUS PATCH DRIVE 9 SHEETS R/W EXISTING STREET SIGN TO BE RELOCATED, LOCA77ON MAY VARY 1.40' A.B. (CLASS II) 0.60' NATURAL GROUND COMPACTED TO 95%. A PANAMA LANE 2 STA. 90+20 TO STA 126+89 NTS EDGE OF PAVEMENT C SIGN REL OCA TION 2 NTS R/W I R/W 2I2U 2I2L CITY OF BAKERSFIELD, CALIFORNIA I PUBLIC WORKS DEPARTMENT ,5a' 1 55' 12' LANE 22' } 33' 6' I SxgpDFR W I 2 ---� saw cur .�zra_ w T„ 0.50' HMA (TYPE A}- 1.40' A.B. (CLASS II) 0.60' NATURAL GROUND COMPACTED TO 95%. 11, I9 EXISTING ROADWAY PAVEMENT SECTION EP EP 6' 9igH0ER 29 0.50' HMA (TYPE A) 1.40' A.B. (CLASS II) 0.60' NATURAL GROUND COMPACTED TO 95% B PANAMA LANE 2 STA. 76+78 TO STA 89+87 NTS 0 p i� h 5,/I U 5,/9U PED a `t—! I F—€ o I mi R/W FY SING/{ � r� 7r m C 80507 A CITY OF BAKERSFIELD�T�P 1501 TRUXTUN AVENUE 9TF CIVIC pE� BAKERSFIELD, CA 93301 OF CA -\F REVIS/ONS No. DATE DESCRIPTION 1 / / 2 E.s. PANAMA LANE STREET IMPROVEMENT U WEST OF GOSFORD ROAD TO CACTUS PATH DRIVE DETAILS & SECTIONS 6.1-1862 SHEET NO. 2 OF 9 --rT 2 K? 0 SCALE: 1 " = 40 STA. 76+79 C.L. 30.9' LT i STA. 84+00, ' STA. Tn;7=� nSTA. 81+60, CL, 30.5' LT STA. 81+60 T 2 BEGIv t STA. 84+00, W --- - STA. B1+6 11.0' LT 2 223 LT J ro SQA X76+78, 77+00 78+00 79+00 80+00 - — _ _ — — 81+00 82+00 GINNING OF -- - ....� ...�,.. _ � .._ - 3+.._ ..LL .�.n..... _ rn IT_ t STA. 81+00 CC., 11.6" RT - _. -- O o-�Y7MtTS°- ` t STA 84+00 CL 11.8' W 'J `� STA. 76+86 C.L. 29.7" RT 2 OLSM. 84+00, C.L., 28.1' RT Lu-- -- -- --- x � � TA. 6+80C . 4 . TA. 76+78, C. 4. " RT 2 I VULCAN MATERIALS GOSFORD ROAD GENERAL NOTES: 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT 12 AT MT VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE CITYs ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (667) 326-3152. 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILIDES IN THE FIELD IS THE CONTRACTORS. CONSTRUCT/ON NOTES: O1 SAWCUT FROM LIMITS SHOWN TO EXISTING EDGE OF PAVEMENT. O INSTALL TYPE A H.M.A. TO THE LIMITS AS SHOWN ON THE PLAN. GRADE AREA BEHIND SHOULDER AND BACK OF ALL CORNERS TO MATCH EXISTING GROUND, MAX SLOPE 4:1. O SEE TRAFFIC SIGNAL PLAN SHEET 9 FOR SIGNAL POLE AND PEDESTRIAN PUSH BUTTON POLE RELOCATION AND MINIMUM DISTANCE REQUIREMENTS BETWEEN PIPELINE AND POLE FOUNDATIONS. O EXISTING OIL PIPELINE 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES CONTACT VICTOR GARCIA (661) 397-5862 TO ARRANGE FOR FIELD MARKING OF SHELL'S FACILITIES. THIS NOTIFICATION IS IN ADDITION TO NOTIFICATION THROUGH UNDERGROUND SERVICE ALERT O5 REMOVE EXISTING TREES. O6 ADJUST SANITARY SEWER MANHOLE 07 RELOCATE PULLBOX AS INDICATED ON PLANS. O RELOCATE EXISTING STREET SIGN AND POLE AS SHOWN ON DETAIL C ON SHEET 2. O UNDERGROUND SANITARY SEWER LINE TO BE EXTENDED BY OTHERS. DEPTH AND LOCATION MUST BE VERIFIED IN THE FIELD. 10 UNDERGROUND STORM DRAIN LINE TO BE EXTENDED BY OTHERS DEPTH AND LOCATION MUST BE VERIFIED IN THE FIELD. 17 EXISTING SANITARY SEWER STUB AND PLUG. DEPTH AND LOCATION MUST BE VERIFIED IN THE FIELD. LEGEND CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD. CA 93307 TYPE "A" HOT MIX ASPHALT 0.50' TO BE PLACED OVER 1-40' AGG BASE OVER 0.60' NATIVE SOIL COMPACTED TO 95%. PROF ESS IONN\ F� 51 NGH C 80507 s CAL REVISIONS 1 CONSTRUCTION PLAN 6.1-1862 rirA CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT STREET IMPROVEMENT.- ALONG PANAMA LANE FROM GOSFORD ROAD TO ASHE ROAD Jeb ENE. TSK2-72 Englnee E.S. Dote: Auq. 22, 79 lChecked By. A SHEET N0. 3OF9 193 PANAMA LANE 41 41 ° N Q?'o ESS1 O H ! � 2e r REGISTERED CIVIL ENGINEER C 80507 CITY OF BAKERSFIELD sT 7501 TRUXTUN AVENUE 9PF C1V1\- �c �n BAKERSFIELD, CA 93301 OF CALF �L\�\ REVISIONS ' No. DATE DESCRIPTION I^ SCALE: 1 " = 40' STA 95+00 CL. 127 R 7 ' MW s - ill W OF PAVEMENT y i, - ��N STA. 95+00, C.L. 25.1' RT 2 S, t+ PANAMA LANA Lu __ � - ,�`' to .—� �.- . .._.. -- Q) N - - --- -- — STA. 107+00 C.L. 137" 1 a W Ill Lu JLu Z (� V W �__ _4 OF PAI/EMENT ......—_.._ .-__•__.— �1 . S 24+58, CL 30-3-' •--__ B __ 6 _ B 10 9 STA. 99+00 C 44 T VJ G STA. 103+00 CL., 4. " RT 2 - -- -- ' 4 STA. 107 + 0. C.L. 4. " R -- 2 GENERAL NOTES: 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT 12 AT MT. VERNON AVENUE SOUTH OF HIGHWAY 58 CONTACT THE CITYs ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTORS. CONSTRUCTION NOTES: Oi SAWCUT FROM LIMITS SHOWN TO EXISTING EDGE OF PAVEMENT. O INSTALL TYPE A N.M.A. TO THE LIMITS AS SHOWN ON THE PLAN. GRADE AREA BEHIND SHOULDER AND BACK OF ALL CORNERS TO MATCH EXISTING GROUND, MAX SLOPE 4: 1. O3 SEE TRAFFIC SIGNAL PLAN SHEET 9 FOR SIGNAL POLE AND PEDESTRIAN PUSH BUTTON POLE RELOCATION AND MINIMUM DISTANCE REQUIREMENTS BETWEEN PIPELINE AND POLE FOUNDATIONS. O4 EXISTING OIC PIPELINE 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES CONTACT VICTOR GARCIA (661) 391-5862 TO ARRANGE FOR FIELD MARKING OF SHELL S FACILITIES. THIS NOTIFICATION IS IN ADDITION TO NOTIFICATION THROUGH UNDERGROUND SERVICE ALERT O REMOVE EXISTING TREES, O ADJUST SANITARY SEWER MANHOLE O7 RELOCATE PULLBOX AS INDICATED ON PLANS, OB RELOCATE EXISTING STREET SIGN AND POLE AS SHOWN ON DETAIL C ON SHEET 2. 9O UNDERGROUND SANITARY SEWER LINE TO BE EXTENDED BY OTHERS. DEPTH AND LOCATION MUST BE VERIFIED IN THE FIELD. 10 UNDERGROUND STORM DRAIN LINE TO BE EXTENDED BY OTHERS. DEPTH AND LOCATION MUST BE VERIFIED IN THE FIELD. it EXISTING SANITARY SEWER STUB AND PLUG. DEPTH AND LOCATION MUST BE VERIFIED IN THE FIELD. LEGEND TYPE "A" HOT MIX ASPHALT 0.50' TO BE PLACED OVER 1.40' AGG BASE OVER 0.60' NATIVE SOIL COMPACTED TO 95%. FA IN CONSTRUCTION PLAN 6.1-1862 File Nome:PLANS-PAN-GOS-ASHE Drown: ES SHEET No. STREET IMPROVEMENT. ' CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Jab Na.: T5K212 Engineer: ES Date: Auc. 11. 19 lChecked By M ALONG PANAMA LANE FROM GOSFORD ROAD TO ASHE ROAD 4 OF 9 Cal VA O W) 17 - zLUr ° 1 e :77 STA. 119+00 CL 12.6' RT l Lu 0�7 122+00 2 m _. 1 77 1� W 4 4 6 STA. 11 +00 .L 29.0' RTO GENERAL NOTES: 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT 12 AT MT VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE C1TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UFILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCA FING U RLI FIES IN THE FIELD IS THE CONTRACTORS EXISTING TEMPORARY HYDRANT 11 1 fj% /.... . STA. 123+00 C.L. 14.2' RT CONSTRUCT/ON NOTES: Ot SAWCUF FROM LIMITS SHOWN TO EXISTING EDGE OF PAVEMENT O2 INSTALL TYPE A N.M.A. TO THE LIM1TS AS SHOWN ON THE PLAN, GRADE AREA BEHIND SHOULDER AND BACK OF ALL CORNERS TO MATCH EXISTING GROUND, MAX SLOPE 4: 1. O3 SEE TRAFFIC SIGNAL PLAN SHEET 9 FOR SIGNAL POLE AND PEDESTRIAN PUSH BUTTON POLE RELOCATION AND MINIMUM DISTANCE REQUIREMENTS BETWEEN PIPELINE AND POLE FOUNDATIONS. 4O EXISTING OIL PIPELINE 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES, CONTACT NCTOR GARCIA (661) 391-5862 TO ARRANGE FOR FIELD MARKING OF SHELL'S FACILITIES. THIS NOTIFICATION 1S IN ADDITION TO NOTIFICATION THROUGH UNDERGROUND SERVICE ALERT. KELIANCE 90AP n AL+� ;TA. 117+00 C.L. 124 RT — W ,.00 W Lu I rA. 117+ a' T L-0 %ROf ESS IpN\ h�a0\e a, o C 80507 CITY OF BAKERSFIELD JT Q 7501 TRUXTUN AVENUE 9TF CIV1V ale BAKERSFIELD, CA 93301 OF CA \E REVISIONS No. DATE DESCRIPTION 1 / / Ev m SCALE: 1 " = 40' 124+72 C.L., 14.0' Rn, 0 W + L-- S-TA 126+89 .CL- 27 77' -R T ---� ._,>. � STA. '7/"--- - - D OF PROJECT L/M1 IS 1 - - _ N +72, p '' RT STA. 125+68, 2 8 lJ C.L., 26.4' RT TA. 1 6+ 2 i CACTUO PATCH L291VE O5 REMOVE EXISTING TREES. OADJUST SANITARY SEWER MANHOLE. O7 RELOCATE PULLBOX AS INDICATED ON PLANS. O8 RELOCATE EXISTING STREET SIGN AND POLE AS SHOWN ON DETAIL C ON SHEET 2. O9 UNDERGROUND SANITARY SEWER LINE TO BE EXTENDED BY OTHERS. DEPTH AND LOCATION MUST BE VERIFIED IN THE FIELD. 10 UNDERGROUND STORM DRAIN LINE TO BE EXTENDED BY OTHERS DEPTH AND LOCATION MUST BE VERIFIED IN THE FIELD. I1 EXISTING SANITARY SEWER STUB AND PLUG. DEPTH AND LOCATION MUST BE VERIFIED IN THE FIELD. LEGEND TYPE "A" HOT MIX ASPHALT 0.50' TO BE PLACED OVER 1.40' AGG BASE OVER 0.60' NATIVE SOIL COMPACTED TO 95%. CONSTRUCTION PLAN 6.1-1862 Tile Nome:REVISEo-PLA,VS_PAN_GG DA®MBI: E.S. STREET IMPROVEMENT.SHEET NO, CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT lJob No. T5K212 Engineer: E.S. Date: Auq. 22, 19 lChecked By.* t ALONG PANAMA LANE FROM GOSFORD ROAD TO ASHE ROAD 5 OF 9 a z Q N W W D 0 r m 0 0 0 0- 0- 0 0 a u a N 0 m 0 N N 3 Q O N H STA. 76+ C.L., 12.0' RT 12.0 12.0 12.0 iZ I 385 LF 5 t STA. 1 __—doll� �...__.__� ..�.a.......-..-a 385 LF (DITA E LUN 120 W _ — 558 LF 3 STA. 86+00 C.L., 9.0' RT tT` 558 _ 5 TA. 86+00, LU C.L.- 210 RT V W — � 1 I GENERAL NOTES 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT 12 AT MT. VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCA 7701VS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTORS. 1 741 LF 5 STA. 81+00,5 STA. 82+68, ' O LT C.L., 254 LT 746 CF 3 STA. 81+00, 3 STA. 82+68, C.C., 12.0 LT C.L., 13 LT "`VVV LU _ -- = 80+00 81+00 82+00 83+00�-_ - (� 740 LF 3 STA. 81+00 CC 121' RT — 131 + — vo _ STA 84+00, CL 10.1'RT �LU� 741 LF 5 STA. 81+00, C.L., 24YRTI STA. 84+00, CL., 221' RT (J -- - - -- -- -- - -- V 41 I GOSFORD ROAD 5 STA. 89+40 C.L. 36.5' LT 0 Ii 1 C.L., 36' LT 4 STA. 89+55,L )0 LF g 1� 12.2 LT s. — - -- WT _ 12 0 1 s --- .., CL 23.5' T 12 0 18 LF 4 —�`�T STA. 3 100 LF L 10 LF 3 N G.L. 8 +00 89+0 90 00 N 12.0 58 SF 1 - 12.0 2 JO Lt C.L., 0.0 RT 1 r T J STA 0+60 LU 3 STA. 89+55, 2 100 LF (T� C -- V N C.L., 120 RT 0 ,;;•- _ I STA. 90+2B 2 i, 5 STA. 89+ 5, C.L., 31:4 T C.L., 24.0 i I STA. � ORT 2 21 LF CL, 3 1 STRIPING NOTES 01 CONTRACTOR SHALL REMOVE CONFLIC77NO PAVEMENT MARKING/STRIPING AS INDICATED ON THE PLANS. 02 INSTALL 1' [300mm] WIDE STOP BAR AND CROSS WALK STRIPING (WH17E) 03 INSTALL DETAIL 9 (THERMOPLAS77C, WHITE) 4OINSTALL DETAIL 21 (THERMOPLASTIC, YELLOW) OS INSTALL DETAIL 27B (THERMOPLASTIC, WHITE) 6O INSTALL DETAIL 38 (THERMOPLASTIC, WHITE) 7 RELOCATE ROADSIDE SIGN. SEE DETAIL C, SHEE7S 2. STREET IMPROVEMENT: CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Na.._ 7272 Eng;aeer: E.S. Date: Aug. 22, 19 lChecked By: pvt ALONG PANAMA LANE FROM GOSFORD ROAD TO ASHE ROAD STRIPING PLAN u� 6.1-1862 SHEET NO. 6OF9 QROFESSIOv \Q sl CH G' U r m REGISTERED CIVM—ENGINEER 2P C 80507 CITY OF BAKERSFIELD 0� Q 1501 TRUXTUN AVENUE9TFOF7CA1-F�� BAKERSFIELD, CA 93301 LLLIII\��w� REVISIONS No. DATE DESCRIPTION / / SCALE: 1 " = 40' 2 STREET IMPROVEMENT: CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Na.._ 7272 Eng;aeer: E.S. Date: Aug. 22, 19 lChecked By: pvt ALONG PANAMA LANE FROM GOSFORD ROAD TO ASHE ROAD STRIPING PLAN u� 6.1-1862 SHEET NO. 6OF9 PANAMA At • —" —� -6 154 LF 1 ® -- -- - 3 424 LF, ---. 590 LF W I - - - - - - - - - - - - - 590 LF LANE 200 LF(7i '1 CTA 091nn r111 7n' OT ®•�.®••-.._ .._..-� I �^ 1 END STA. 95+84 I W REaen EX DET 37B Lam' '".... -=...=..°"®.. ..... y .�... ......a 233 LFisi - �— 1 TCH EX DET 9 Lu4 -+ - - 02 - -RT-' - - - - - } -- - - - - - - - - - Lu 60 �ROFESS/p\ 51 NGH < V 2 � REGISTERED CIVIL ENGINEER c 80507 CITY OF BAKERSFIELD Pj 1501 TRUXTUN AVENUE 1T CIViI,- c (� n BAKERSFIELD, CA 93301 F OF CAS F� REVISIONS No. DATE SCALE: 1 " = 40' / 2 I I o PANAMA LANA I + - - - - - - - - - - - - - - - - - ----_--._-'--. -.- - -_._ _ - - 1,145 LF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N3 TA 1 + RT - - - - - - - - - - - - N ,.--,H.98+tiD...-. _ m _ _, #Lij iEJ2 7 4 - _... 6. — _ _ - — — — - - - - - - - - 4 TA 1 + 1 ' RT - - - - i-Yi-O.-- - - - '_-- `-- 1T�,..-10 ... ,.., ......._P� ...............�.�.-. ... 8 105+00 CL TL - - - - _ - _ - - - - - - - - - - - 2 O } 2.0 1,145 LF 4 T 1"' 97 - - - - - - - - - - - - - - - - - - - - - - .- TQ s.o �Z ZLu 1 I� GENERAL NOTES: 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT 12 AT MT VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE CITY'S ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (66 1) 316-3152. 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. STRIPING NOTES: 0 CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKING/STRIPING AS INDICATED ON THE PLANS. 02 INSTALL 1' (300mml NIDE STOP BAR AND CROSS WALK STRIPING (WHITE) 03INSTALL DETAIL 9 (THERMOPLASTIC, WHITE) 04 INSTALL DETAIL 278 (THERMOPLASTIC, WHITE) O5 NEW LOCATION OF RELOCATED STREET SIGN. SEE DETAIL B, SHEETS 2. 0 INSTALL DETAIL 38 (THERMOPLASTIC WHITE) OT INSTALL DETAIL 376 (THERMOPLASTIC WHITE) STREET IMPROVEMENT CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No: T5K212 Engineer: E.S. Date: Auq. 22, 19 lChecked Br 9VJ ALONG PANAMA LANE FROM GOSFORD ROAD TO ASHE ROAD STRIPING PLAN 6.1-1862 SHEET NO. 7OF9 0 a u 2 51 NGH C ` F•\ RELIANCE 90AP PE/STEREO C1VAL ENGINEER a C 80507 f S 4) CITY r� l> M 1501 TBAKERSFIELD RUXTUN AVENUE ��9TF CIV0- 1 `A, BAKERSFIELD, CA 93301 OF CAS F IX - - - = -- - _ � ...._.... __.-._ -_..- ._ --_ - - No. DATE DESCRIPTION iI-_ -- -- - - - - - - - - - - - - - - - - 6 ((� 59 1E 3 11 + 7 T '• - -_ .-. - _.. _ _ .-_ _ _. ..-. _ _ - - - - - 5 LF 3 TA 11 4 T - _ _ - I TA. 110+00, ' RT 3 657 LF -- --- � � 1 +00 116+00 117+30 0 12.0 1 - - TA. 11 +- - -9 ' RT 4 657 LF - - - - - - - - - - - - _ _ _ _ _ _ „STA. 115+00_CC 120' RT _ _ _ 170 LF_ C Z J 4. TA. 11 + .L. 24.0' RT Q o 2 �Lu 3 STA. 117+00 C.C. 11.4' RT 170 LF YMW,� J S 2 6 4 STA, 117+0 C.L. 234' RT Lu Lu 5 , 5 I � N 1 SCALE: 1 " = 40' ATL POWPERHORN STREET - - - - - - - - - - - - - - - - - - - - - - - - 3 522 LF TA. 12P 532 CF n STA. 124+05. CL 31" LT 7 W 0 3 f6f)� — 12E3+00– 121+00. 12-a x990 LF _n STA. 120+00. C.L. 227" RT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' S I GENERAL NOTES 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT 12 AT MT. VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCA PONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. STRIPING NOTES O CONTRACTOR SHALL REMOVE CONFLIC77NG PAVEMENT MARKING/STRIPING AS INDICATED ON THE PLANS O INSTALL I' [300mml WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) OINSTALL DETAIL 9 (THERMOPLASTIC, WHITE) o INSTALL DETAIL 27B (THERMOPLASTIC, WHITE) O NEW LOCATION OF RELOCATED STREET SIGN. SEE DETAIL B, SHEET 2. CITY OF BAKERSFIELD, CALIFORNIA I PUBLIC WORKS DEPARTMENT Job No: 19 I e� ION MATCH EX DET 9 �L - - - - - - - - - - - - - - - - - - - - _._._ ..__ tt 5+00 Lu - 0 17+�70 28-+ O -�__.- �T2 �. -T— --_-- _ _ 3 STA. 127+81. CL 19.0' RT _ - - - - _ _ =_u_ _-_ -- - - - _. - N CACTUS PATCH DRIVE Engineer. E.S STREET IMPROVEMENT. - Checked By. h1.:% I ALONG PANAMA LANE FROM GOSFORD ROAD TO ASHE ROAD STRIPING PLAN 6.1-1862 SHEET NO. i IQ GENERAL NOTES: 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT 12 AT MT. VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S xx LETTER NOTES ARE STANDARD NOTES FROM STANDARD PLAN ES -1A. ff�iP1(iPi(iLANE I--6° RIGHT TURN LANE 10' TYPE "E"DETECTOR LOOP (TYPICAL) — THROUGH LANE 10' 10' LEFT TURN LANE 10' 10' 10' STOP BAR TYPE "D" DETECTOR LOOP (TYPICAL) LOOP LAYOUT ------------------------------------------- -. __....._...-__...__ .._ Ex trafk lane 4To — - - - - - - - -- - -SOPBAR Ex tra _____________------------ ____ _/2L2TNew 19' CANnloe — — RA 6' SHOULDER SOUTH R/W LINE CONDUCTOR SCHEDULE CONSTRUCT/ON NOTES: 2" 3" El ALL NEW SIGNAL INDICATIONS SHALL BE 12" LED 'RED," "GREEN,"AND "YELLOW" PER SPECIFICATIONS. 2" 22l THE CONTRACTOR SHALL REPLACE EXISTING TRAFFIC SIGNAL POLE AND RELOCATE EXISTING PULL BOX. CONDUCTOR RUN 3® THE CONTRACTOR SHALL REMOVE EXISTING PRE-EMPTION DEVICE AND ANTENNA FROM EXISTING POLE 4 5 AND RELOCATE ON NEW POLE. DESIGNATION ® THE CONTRACTOR SHALL RELOCATE EXISTING TRAFFIC SIGNAL POLE AND RELATED PULL BOX N 5❑ THE CONTRACTOR SHALL RELOCATE EXISTING PEDESTRIAN PUSH BUTTON. o © CONTRACTOR SHALL RELOCATE EXISTING ROADSIDE SIGNS PER SPECIAL PROVISIONS, AS INDICATED ON THE PLANS z 1 1 a -' 7❑ LOCA TIONS OF THE STANDARDS SHALL BE 4' MINIMUM BETWEEN FACE OF THE POLE AND THE m FLOKINE, OR 5' BEHIND FLOWLINE WHERE APPLICABLE, OR AS DIRECTED BY THE ENGINEER. 5CONDUCTOR ® LOOPS SHALL BE CENTERED IN THEIR RESPECTIVE LANES AND AS DIRECTED BY THE ENGINEER AT THE SITE TYPE Y SP -1-T E LOOPS SHALL BE 6" DIAMETER. DETECTOR LOOPS AND LEAD-IN CABLES WITHIN B FEET OF THE CURB FLOKINE M10454 -LMR COAXIAL CABLE SHALL BE A MINIMUM OF 1.5 INCHES BELOW THE SURFACE OF THE PAVING. } 7 m 0 2 2 PRE-EMPTION CABLE 194-100(E) 15' r- 1 1- 0 RELIANCE DRIVE R3-4 RS J a GENERAL NOTES: 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT 12 AT MT. VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S xx LETTER NOTES ARE STANDARD NOTES FROM STANDARD PLAN ES -1A. ff�iP1(iPi(iLANE I--6° RIGHT TURN LANE 10' TYPE "E"DETECTOR LOOP (TYPICAL) — THROUGH LANE 10' 10' LEFT TURN LANE 10' 10' 10' STOP BAR TYPE "D" DETECTOR LOOP (TYPICAL) LOOP LAYOUT ------------------------------------------- -. __....._...-__...__ .._ Ex trafk lane 4To — - - - - - - - -- - -SOPBAR Ex tra _____________------------ ____ _/2L2TNew 19' CANnloe — — RA 6' SHOULDER SOUTH R/W LINE CONDUCTOR SCHEDULE CONDUIT SIZE 2" 3" J" 1 2" 2" 3" (E) = EXISTING (N) = NEW CONDUCTOR RUN 1 2 3 4 5 5 DESIGNATION N N N N N N 28 CONDUCTOR POLE OR MAST ARM MOUNTED 1 1 1 12 CONDUCTOR 04 RL ®$ 5CONDUCTOR 29-4-100(E) 7 SV -2-T LT SP -1-T 04 M10454 -LMR COAXIAL CABLE RL 12 7 #10 LIGHTING 2 2 2 PRE-EMPTION CABLE 194-100(E) 15' 1 1 1- #4 SERVICE (PRIMARY) RELIANCE DRIVE R3-4 RS 30' #6 SERVICE SECONDARY 02DETECTOR 1 3 3 3 0 5 DETECTOR 2 2 2 15'(S) TOTAL 1 5 5 5 CITY OF BAKERSFIELD, CALIFORNIA ...._.�.__ P.P. _ n r 1„ e,s t e �F f r' /fr Lu I EA SCALE P= 20' I j I . , VVV VVVVf9� LJ �e ❑3r. - § ---------------------- _ _ - - - - - rn l` CC..._ EXISTING ACRICUL TURAL WATER/ ELECTRICAL SER16CE EQUIPMENT PROTECT IN PLACE LOCATED ( APPROXIMATELY 17t FROM EXISTING PAVEMENT EDGE 419 POLE SCHEDULE MAST ARM SIGNALS SIGNS LOC. STANDARD LIGHTING VEHICLE WALK W -DW PPB ST. NAME SIGN REMARKS IGNALS DON'T WALK 0 0 POLE OR MAST ARM MOUNTED OPPB POST (E) 04 RL ®$ B 29-4-100(E) 15' SV -2-T LT SP -1-T 04 RL 12 45, -MAT © 194-100(E) 15' SV -2-T MASRR RELIANCE DRIVE R3-4 RS 30' LT -MAT 15'(S) SMAS NCL RELIANCE DRIVE O 29-5-100(S) MA , Q ' (S) LT -MA (C) R9 -3o; R9-3 /QROFESSIpNq\ k� 51NG/i � C 80507 * Exp. 3-31-19 CITY OF BAKERSFIELD �T� P 1501 TRUXTUN AVENUE 9T CIVIL BAKERSFIELD, CA 93301 F OF CAQ REVISIONS No. DATE ,2' TRAFFIC SIGNAL MODIFICATION PLAN File Nome: dening_PAN_En G0S—A awn: K. BOLAND STREET IMPROVEMENT PUBLIC WORKS DEPARTMENT Jab Na_ _T7272 gineer: M. wA s£F Date: Aug. 22, 19 lChecked By. Al ALONG PANAMA LANE FROM GOSFORD ROAD TO ASHE ROAD 6.1-1862 SHEET NO. 9 OF 9 —7---r- 2 T2