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HomeMy WebLinkAbout6.1-1739LIST OF DRA WINGS SHEE T 1 T1 TL E SHEET SHEET 2 ROADWAY SECTIONS AND DETAILS SHEE T 3 DRA INA GE IMPRO VEMEN TS AND CURB RAMPS SHEE T 4 CURB RAMPS SHEE T 5 PA VEMEN T FULL DEP TH RECONS TRUC TION SHEET 6 PA YEMEN T FULL DEP TH RECONS TRUC TION SHEETS 7 — 10 PROJECT PHASING BENCHMARK MONUMENT A T THE IN TERSEC TION OF M T. VERNON AVE. AT VANDERBIL T DR. ELEV= 659.50 NAD83 DATUM BASIS OF BEARING THE EAST LINE OF SOUTHEAST QUARTER, OF SECTION 16, TOWNSHIP 29 SOUTH, RANGE 28 EAST, NORTH 00° 14' 39" EAST, WAS USED AS THE BASIS OF BEARING CITY STANDARDS S-1, 5-3, S-7, S-29, T-19 STATE STANDARDS CITY OO F BA : ERSFIELD PAVEMENT REHABILITATION 2009 PHASE 7 RSP A 88A (DATED SEPTEMBER 01, 2006), ES -5A, ES -513 CONVENTIONAL SYMBOLS EA SEMEN T - - RIGH T— OF— WA Y CEN TERL INE RAILROAD TRACKS X CHAIN LINK FENCE MT. VERNON A VENUE SR178 TO UNIVERSITY AVENUE FEDERAL PROJECT No. ESPL 5109 (754) --------- EXIST CURB & GUTTER ------------------- EXIST A.C. FLOWLINE --'�'----- '�'-----=�'-- EXIST EDGE OF PAVEMENT GUARD RAIL IMPRO VEMEN TS STREET LIGHT W/MAST ARM -q� BENCHMARK C.O. CLEAN OUT 00— AU70 SCOPE © PRE— EMP TION DEVICE LOCATION MAP NO T TO SCALE I FINAL PAY QUANTITIES I UTILITY SYMBOLS EXIST WA TER LINE TRAFFIC s EXIST SEWER LINE w ROAD WA EXIST GAS LINE SD EXIST STORM DRAIN G (DETAIL EXIST AERIAL 6,528 E EXIST UNDERGROUND ❑H 21) LINES LF TRAFFIC POWER LINE (DETAIL EXIS T UNDERGROUND 285 T EXIS T UNDERGROUND TV 31) TV CABLES LF TRAFFIC PHONE L INE (DETAIL EXIST OIL LINE 229 F❑ EXIST FIBER OPTIC LINE ❑ 1-01 MANHOLE F.H. oo, FIRE H YDRAN T STRIPES (DETAIL P.P. 17 W.M. TRAFFIC. STRIPES (DETAIL -�- POWER POLE ❑ WATER METER 743 SF PA VEMEN T MARKINGS (TYPE IV ARROWS) 300 W.V. EXI S TING MONUMENT >Q WATER VALVE ❑� FU TURE MONUMEN T ® G.M.GA S ME TER S.3: L V S TREE T LIGHT N GAS VALVE STREET LIGHT W/MAST ARM -q� BENCHMARK C.O. CLEAN OUT 00— AU70 SCOPE © PRE— EMP TION DEVICE LOCATION MAP NO T TO SCALE I FINAL PAY QUANTITIES I Job No.: TOK222 File Path: K: \LDD—ENGINEERING\2009—Economic— Stimulus— Mt—Vernon\dwg File Name: Mt—Vernon—Recon.dwg PUTTING AMERICA TO WORK '.. PROJECT FUNDED BY THE American Recovery and Reinvestment Act USDOT I SACRAMENTO • USAN FRANCISCO • FRESNO N • LOS ANGELES W SAN DIEGO Q STATE OF CALIFORNIA NO TE: j THE CON TRA C TOR MUST POSSESS THE FOLLOWING VALID L I CEN SES: CLASS A NO TE: r` THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO W~ EXCA VA TION. Z j Q Z PROJECT LENGTH 0. 70 MILES j W APPROVER B Y_ (� Q s -7/b21Z00el CL RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-09 DATE PUBLIC WORKS DIRECTOR d QROFESS/pN Q) pCAN q� F APPROVAL RECOMMENDED BY: N C 46803 y� Exp. 6-30-11 A ISTANT PU LI WORKS DIRECTOR DATE CIVIL ENGINEER IV — DE ENGINEERING DATE T W r TRAFFIC ENGINEERING DATE u , PAVEMENT REHABILITATION 2009 PHASE 1 NO 1` MT. VERNON AVENUE of j SR178 TO UNIVERSITY AVENUE SEES Q 0 1 2 3 REMOVE TRAFFIC S TRI PES AND PA VEMEN T MARKINGS 9 SF ROAD WA Y EXCA VA TION 12,245 C Y TRAFFIC STRIPES (DETAIL 8) 6,528 LF TRAFFIC STRIPES (DETAIL 21) 17 LF TRAFFIC STRIPES (DETAIL 28) 285 LF TRAFFIC STRIPES (DETAIL 31) 953 LF TRAFFIC STRIPES (DETAIL 38) 229 LF TRAFFIC STRIPES (DETAIL 39) 17 LF TRAFFIC STRIPES (DETAIL 39A) 17 LF TRAFFIC. STRIPES (DETAIL 40) 17 LF PAVEMENT MARKINGS (CROSSWALKISTOP BAR) 743 SF PA VEMEN T MARKINGS (TYPE IV ARROWS) 300 SF Job No.: TOK222 File Path: K: \LDD—ENGINEERING\2009—Economic— Stimulus— Mt—Vernon\dwg File Name: Mt—Vernon—Recon.dwg PUTTING AMERICA TO WORK '.. PROJECT FUNDED BY THE American Recovery and Reinvestment Act USDOT I SACRAMENTO • USAN FRANCISCO • FRESNO N • LOS ANGELES W SAN DIEGO Q STATE OF CALIFORNIA NO TE: j THE CON TRA C TOR MUST POSSESS THE FOLLOWING VALID L I CEN SES: CLASS A NO TE: r` THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO W~ EXCA VA TION. Z j Q Z PROJECT LENGTH 0. 70 MILES j W APPROVER B Y_ (� Q s -7/b21Z00el CL RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-09 DATE PUBLIC WORKS DIRECTOR d QROFESS/pN Q) pCAN q� F APPROVAL RECOMMENDED BY: N C 46803 y� Exp. 6-30-11 A ISTANT PU LI WORKS DIRECTOR DATE CIVIL ENGINEER IV — DE ENGINEERING DATE T W r TRAFFIC ENGINEERING DATE u , PAVEMENT REHABILITATION 2009 PHASE 1 NO 1` MT. VERNON AVENUE of j SR178 TO UNIVERSITY AVENUE SEES Q 0 1 2 3 0 62 w O J I EXISTING C m AND GUM 0 W 0 0 I N N r� Ln Li N N I a co C 0 C > 0, 0 E Co U E 0 C 0 U W of 0 J 1 55' 45' W L j Q V o� Lv bio EX/STING MEDIAN ISLAND EXISTING PAVEMENT J J NEW FINISH GRADE z z v�Ld 55' 45' EX/STING PA VEMENT NEW FINISH GRADE B L XCA VA TION DEPTH VARIES FROM 1.00' to 1.56f 0.20' TYPE "A" ASPHAL T 0.80' TYPE "B" ASPHALT r I EXCA VA TION DEPTH VARIES FROM 1.00' to 1.621 0.20' TYPE "A" ASPHALT 0.80' TYPE "B" ASPHAL T LA 1 TYPICAL ROADWAY SECT/ON 2 STA. 21+20 TO STA. 22+20 STA. 25+25 TO STA. 57+20 6" (PER MUTCD 2003 CALIFORNIA ■ SUPPLEMENT FIGURE 3B-102) FIRE HYDRANT ■ TRAFFIC FLOW FIRE HYDRANT MARKER TRAFFIC FLOW FIRE HYDRANT MA RKER L O CA TIONS' NOT TO SCALE NOT TO SCALE EXISTING C AND GUM 55' 45' EXISTING PA VEMENT NEW FINISH GRADE Zz LJ II� vv 55' 45' EXISTING PAVEMENT NEW FINISH GRADE li Y'�� II II I I i�l l� II IS I tj XCA VA TION DEPTH VAR/ES FROM 1.00' to 1.40'.± 0.20' TYPE "A " ASPHAL T 0.80' TYPE "B" ASPHAL T BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE. f 5' WIDE AT CURB AND GUTTER 4' A T CURB ONL Y BEGIN DETAIL 39 AT ECR W/ PAVEMENT MARKING f END DETAIL 39 A T BCR WHEN DETAIL 39A IS NOT SHOWN ON PLAN END DETAIL 39A AT BCR INCLUDE DETAIL 39A ONLY WHERE SHOWN ON PLAN, OMIT DETAIL 39A WHEN NOT SHOWN ON PLAN 200' z 0 i, EXCA VA TION DEPTH VARIES FROM 1.00' to 1.40'f 0.20' TYPE "A " ASPHAL T 0.80' TYPE "B" ASPHAL T TYPICAL ROADWAY SECT/ON 2 STA. 22+20 TO STA. 25195 TERM/NA TE CENTERLINE OR CENTER LAME LINES AND NEAR SIDE LANE LINES MID -ARC POINTS OF THE CURB RE1 TERM/NATE ALL LANE LINES ON A LINE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS TYPICAL TERMINATION OF LANE STRIPING AT IN TERSEC TIONS WITH NO STOP BARS File Nome: Mt -Vernon -Recon Drawn: SHANE L. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK222 Engineer: SHANE L. Date: Jun. 25, 09 Checked By NO T TO SCALE 0 _V QRpFESS/ON pEAN c� REGISTER D C Vl NGINEER w C 46803 yt Exp.6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF cI w� BAKERSFIELD, CA 93301 OF CA\_\F REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / EXISTING MEDIAN CURB it4,4 a� i° .d� - -- - A EXISTING PAVEMENT GRADE 4 NEW FINISHED GRADE j I 4 DETAIL A NOT TO SCALE 2' 1.75' 2.5' 2.5' PA VEMEN T MARK/NG (WH/ TE) LRN o PA VEMEN T MARKINGS (WHITE) PER STANDARD PLAN A24D BIK DETAIL 39 BIKE LANE PA VEMEN T MARKING DETAIL NOT TO SCALE NO T TO SCALE r1 KOADWAY5ECTIONO ANO DETAIL5 737 PA VEMENT REHA BIL I TA TION 2009 PHASE 1 sHEE T NO. MT. VERNON AVENUE, SR178 TO UNIVERSITY A VENUE 2 OF 10 0 1 2 3 6 5 4 3 2 1 NO. 00 � l2 co Y � to C9 ^ Q co h" CHAMFER s" 1* X � * m 0 1 v +I CURVE TABLE (Np, Q w � o `r x rn NO RADIUS DELTA LENGTH TANGENT CONSTRUCTION NOTES VANDERBILT DRIVE P PROTECT IMPROVEMENT IN PLACE. N z- � o S PROP. FL w O " O 5 :° N Q cn z 0 O 37.00 89 32 24 57.82 36.70 .. I HORIZONTAL / w EX. FL o co ( . °�° w #4 BAR . � 662 -'v I - - --- -- - REMOVE EXISTING X2 CIRCLE CMP CULVERT, AS w ��`' 1 EX. FG 661 - _ �� - ( O 37.00' 89'53'58" 58.05' 36.94' O CONSTRUCTED PER CITY OF BAKERSFIELD STD. NO. 0 oww 3 o � ° � Y i 660 44+00 � �� I ® I S-18. WHEN APPLICABLE, PLACE COMPACTED 44+50 CRUSHED AGGREGATE BASE IN VOID TO ESTABLISH z 00 3 8 a - I SUBGRADE AS REQUIRED FOR PROPOSED SURFACE o z w w(n VERTICAL PROPOSED EASTERLY FLOWLINE PROFILE 43 I i U I EX OUTLET I IMPROVEMENTS. �- Q w w _ + X > II 0 SDWK OFS a #4 BARS I � � BASIN P O CONSTRUCT 8" PCC CURB AND GUTTER PER w o `.o a ®12 O.C. SCALE: 1 "=4' VERTICAL 8 - -I CITY OF BAKERSFIELD STD. NO. S-1. = II 1 "=40' HORIZONTAL JOIN EX. C&G __ ( 0 (I 1 PCCTE & P 3 CONSTRUCT 4" PCC SIDEWALK PER CITY OF = � ° a : HORIZONTAL (660.351) TC cn � Q I� v I � BAKERSFIELD STD. N0. S-3. #4 BARS (659.73±) FL I a (2 TOTAL) v I W ' o j 10 2 4A CONSTRUCT PCC CURB ACCESS RAMP PER co .�� P FH 3 WIDE 7 CALTRANS STD. PLAN A88A, CASE B, SEPTEMBER 'h . a a �I 6 1 I 1, 2006. \ ,/�j ��\\, p I 4B CALTSRANS STD.CPLAN A 8CC CASEAC PSEPTEMBER 16" 3 in I 5' I 11 A, LIMIT F WO R K EC _ f 1, Zoos. N JOIN EX. G G 5A I__ -_. a� ::.; :_:: _ O CONSTRUCT VARIABLE -HEIGHT PCC RETAINING 10 2 5 BCR :.. f '... :„_. _ fifi0.39±) TC S FENCE CURB (8 TO 18 CURB HEIGHT) PER DETAIL 5 RETAINING CURB DETAIL - P s6o.4a - ! ,� : (659-.7ft) I ` HEREON. fLi 5 11 659 78 FL ? P CONSTRUCT VARIABLE -HEIGHT PCC RETAINING NOT TO SCALE SIGN 5A 1 �± STOP P :; _ o P CURB (4" TO 8" CURB HEIGHT) PER SIGH - �- 1 „: REFERENCED CALTRANS CURB RAMP STANDARD m 4A (GRASS) , ,: - - ;. _ i=:; ,.::.: ° 6* PLAN (A88A, CASE B). RAW 5 i .A . a ' ° A 4 ._. 4 d41 PP RAW REMOVE AND RECONSTRUCT EXISTING ROADWAY / , > y: -� p SECTIONS PER CITY S STREET REHABILITATION - - - - - - - _ - _ _ _ {IVY) 659.2._ I�'L- _660.01 FL 111_1 _ _ _ _ _ _ - _ _ PLANS R LACE AFFECTED STRIPING PER C S (GRASS) 6,, . (fi60 �3±)�:F���� (660..06±) l�'L 'IV , , c?� � _ (GRASS) EP ITY' 3 a STRIPING PLANS. ° 1 �`°o ADJUST FRAME AND COVER (TYPE PER PLAN) TO ° d' :.::..: I °°°° ° GRADE PER CITY'S STREET REHABILITATION ,9°'� PLANS. (IVY) � 9 >` , .o ST � 44+87.47 -:: qj _ Og REMOVE EXISTING SIDEWALK AND ADJACENT CURB N -�; ..:: Wf 9 AND GUTTER AS SHOWN ON PLANS � _ 2. l I ......:,.. fl - - a ate---u----ta - (PCC} . :::l 4 { 44 : -:.: �.�: t� � 1 . _1111, . �- irk (C } 10 REMOVE EXISTING CURB OR CURB AND GUTTER. 1111 .�� �=, . :.: , s . . =� �:..,: , ..�. 660.32± F d4- :::::, 1111 :;:;.:...::::::...:::.:..:.:::::....:: ::::- -.: :::::.:: A 44+29.66 REMOVE INTERFERING PORTI ONS OF EXISTI ...,..,.- .. , ....11.11 ST ........ .... ,. �_.;: :..:.....:.:.I ::;.. ...::.,.., ,:...:: ::1111 11 I_- .......,,, ............._.. � : 1111. ..-..,.. :: ::::::::11::::11 .. ..:::....; �: . - _1111.-- URF, IVY, VE ION, IR _ _._..._....., .._..... _ ., _ - :::x ::1,_ :, :X60:4$-Ft.:1-1 T GETAT RIGATION, ETC. - - .. ,,. _1111 _,.........._ ., , _ .. ... _.. , 1111. ..,..... . . ...-:48.9:WO .. 1111. ..,......- 1111. ,,. . 11'1%,...... .........,. .. 1111.. .. , - . ............... :::::: 1:1:11 1111., ...............�-...... . - ... . ........ .. 1111 ..,..... 1111... 1111 ......... 1111. .., .:.....:�, �:... „ ....,....._ 1111. 1111 .1111.- 1111..- .....,,.. SARY TO 1111.. ,. ........ _ .. .. .. ... 1111... ......,.... 1111... ,., 1111. � 1111 _1111 1111.. 1111., � ±. _ � � � � �,: � � o .:::::.::�::� ���:���;���:..:�:;:��.�;� :: XISTING GRADES AS NECES _,_........... ... ._..,,, .......,..::: 1111... ,.. .. ... .., ....... . .... -....1 - ... _........, ,-.., fifi -11 _ _::_ M y-•.�-•.... ..,:.. :.. 1111.,. � ,. __. ,, 1111. ,.,......, .- to - -- ... .. w_ % d SMP ......... .. ,.. ._, . �,.....1111 - .,. ...._............. . ,_ ,_- _ 1111. ... . r• �- c.� % � � �:�� o ::7:: _,. ........... 11.11... _.. ._ . ,,. ............ . . >> : 1,1% -H:� ESTABLISH REQUIRED SIDEWALK RAMP ....._..,, 1111 .........., _. ........_...... 1111,. _,_,..._ 1111 ... .., . � ......,.. . , .... . �_ .:.� ..,....,,. „ ..,.,.,..... 1111. , _1111. .,_ .. ........... ... ... w , - ._ _1111., _1111 1111, �::�-4- �...,.. _.. 1111. _.1111. q lm t3 A _................ fi0 0 r-•, fi 6 TC FL .,,....- 1111- ..- .. ........... .. 1111. ....,� A 4 � . . 1111 �. c� 1111 ,.....� _11_11...- -- -r j 1111_.... ......__...., , ...,, 1111. � .. �::::;.�. � SUBGRADES. MODIFY X _..., ............ .. rry r�. E IST NG IRRIGATION IF 1111-, ......_._... - ... ,. rn o I _1111 _111_1. 1111..- -. .. ...�::;:., 1:::111 co 1111 ...... .......................... 1111-„ _.. .....__. .. -.....,... - o - I....11, ._, ....,., ::::.,. _......,...._...., ,,,. B ., . _.: ::::::, ....... ..-H -H - ------ ....- -- 1.11..1..,.... .... ... .........,- d- _ 3 1111 . __ 1111... ........... ...1111... _., _ ..............,. 660.8. ::;:.:::, .,,1111.. _ 111_1 + .,..,.... - 1111 660.45± FS 1111... � ..,...._ _1111. _, ... _...._... .. 1111.. _ , 1111 1111. _ ....,...,.. 1111 1111. � 1111 _1111. .. . + ... ., ,1111. _1111 ' � - o ::-:::: �: ;;:;: ��: ��:::.� :Z 1 " - ,,.....,1_ .- _1111 o .:: : t ANY TO MAINTAIN 100% COVERAGE WITHOUT .. .. .. ............ .,. . 1111, 1111... ,. ._ _....... - .......,.,_..... ._. 1 111. :.: . ,.. 11 :,.. -. , d- _ .::. +� s .. , , .. ::::::::.., ,. ... ....,._ .. .. ............... 1_111 .. 11, 1, ,._ _....... ........ -_, � 1111 _ _ 1111... 660.20 .:FL ............._... 1111., ............ .�:; : _: .,...,.... ..._._,. <t 1111. ...,,.... � , 1111... -= =x = ...;: _1111,.. ,_ _1111 , w..... �,. : :.: .::: �::::::: ;;:: to co ..1111.. .......- ... _. 1111...-.. v- �t 11,% .. ... 1 ,:.l OVERSPRAY ON NEW PCC IMP 1111.. 1111 1111 „_ , ROVEMENTS. .... . . 1111 ,......, .. ,. ......... _. _1111 co .. ................ , , ... ... , ._ 1111.. 1111.. 1111 .. : , �..�,�,.,,::::::::,:. . 1111 .., 1111 .. � 1111. 1111.. �� . . . 1111 1111.. 1_11 1 ... .,-.-:..... :;. , �, .;:::.. ::.::: .. . 1111... ....... 1111 . . .............. ... 660.fi$ �:. a :::::.:�� ;:_:�:��� � ::�::1;:11:1:::.;::::�:;::�.... ��.:�� ,:.11tH 111:1.,:::. �.:.�; ::::.::�:����:�: :�� ; � :� ... 1111...._._....._..,. 111_1.. .,....... , _...� 1111 111111:11: :::::::::.. :..: .:_ , 1111... .,...,.. zoo ... ........ _ �r z ...::.,...... , 1111... � ._.�::��. �; ........... .......... ... ..... ... _.... ............_..........- - - --- a ...,,.. � _ ... - .::1111.: x. ... 0 ,. .., 1111.. 1111 „ ,.. ,. � _ _ : , ,., . � 1111 .,. ........ 1111 ... ........... .. _.. _ _ _ ... .:�..:::: �::�:�::;.:.::._:_::: ....:::..,..::.::__:::.:.:: .... ..r,,.,::: .::_:-:.- .....::::..::.::::11::11::.:: ::.:. � ..., :.: :::: ; ....................... � ;. of _1111 . ................ .. - : 4B :::::- :x:;,: ,:: 3 _,. in ::::: ::. _: :: - :::::_::::: ,,.._...... ......._..., .- , ,,. , . 111 11.1_1. -- 1111. :.:.::::::::_ ::._..,,,., . _....,.,......., . ........... _1 11 11 . _ :. --� :..::...... ...... .. :.._ :...........,:::: , . _ - .... _1 1 1. 1 .. .. ................. -, :.:: .: ... _ 1.1 .111....1. LEGEND . ..111,..1..... 1.1.11.-_...._...... . ,.. .. -. .... _................. ....1111.. 1111. . _ . ... .....1...1.11_. "I I _11 11.. - _............. � ::::�::.:. ��� ::::::::: , � .�:.::: ... .... ..1111... �. 1111 1111_ __ .. 1111 � 1111... .. : .:�:�. w 11 11 ... ............. .. . 1111. � ,.. .....,....�,. ................... .. � 11_11.. ......................� 1111.. . 1111 ,.. 1111. :: : ... .. 1111. .......... .. ... 1111. .. ,..� _ 1111 _. ,. 1111.. .... _ _ . 1111.. _........ .�.� .., :. 1111.. ,_ � . ,........ .. 1111. 1111... _ 1111 � :.......... �. ... .�. �.�. ,. �........� 1111 1111.._ -. ........ . . ., 1111. 1111. _. .. _1111. 1111.. � _ .. .. .... 1111... _. _ ... ,....... .. 1111 1111.. .. �. ......... 1111. :1.17. I_. 1........1.......11.... 11.11 -- ........ -... ..-1.111- .1111. -- 1111 .,�. . .............. � ,.. 1111 .......,.,., ... ss� ,�.:: ....ii.:::::::::::::'��., .: :,"�...:.:...: .,...�..i 'C(ai�i.�i.`: 7° X1'1` [': ��� .., 1111... .,- 1111., 1111... 111_1 ... ................ .. _......... ...__......-.... "� ,.:-.:•...:::.::::::.::, :;::: ;::.::::..:::::::.. .. . . 1111 .,........,. „ 1111. � � 1111 �..... 1111. 1111... , ,� , 1111, ., 1111 ,. _1111 .. 111:1 ............. 1111-. .. ... ,..,.........,. 1111.. __.._................. ..................... . , 1111.. ...,...,. .._ _1111., 1111. , _ .. . ......._.............._ ............ .. 111:::�:::::::.:.:..::�:::�::�:_:::::::::::::::: . 1111...11_11. ,. .. ., .. _............................ ... 1111 1111. ,.,_..................... � 1111 .. 1111.. .................. 1111., 1111 - ,. .- ,..�,. , - .,, ... 1111 _, ...,.... 1111- ,............................................ �. .:....:::...:. ...:::.::.. ::-:., ::::::111::1.. ..:;,::::::.:.::.::.� :.:;;:;::: �.:_,:..: 1111... :.. W �..::::::: ;.. :.::.:: �.::.:. ::::::::::........ :. ::::::::: ..:.. ::-.:-.�::;,..:..::.::::, ::..:.: :::: , ., -r::-;- :.:. , �., : _ . : ; .::_1::::_1::_11 ............ . 1111.. .. ; :.:.::.:::::: _ ..... .11 11... ............ ... ......,. 1111... _,................,,.,.....,_..,, _...- 1111 . _...., 1111_ :.. :1111 _.:�::.. - ......... __ 1. , 1111 ........ ....................... _1111. ,. , ........,...,1111. :::: :::-...._..,..... _ ..........._. 11_1_..1...,,.., 11.11... . _ ..... , _:.-. o� TRA FFIC SIGNAL POLE _1_11 1. ,,,..... ......... _..........., _1111 .,.,.... , 1 ......., - 11- ......... . : :: . .. : :.. ....:.. : Stll ,.-.. , 1..11,1. ... ............. 1111 ,, ::', =. 44+55.55 1111 __..-._.. ._.- 11 .................. . „1111. :: _... _..._..._.., 1111.. .............. :: I 8:`:::;;; ..,,...,,::: :::: :::: .:,;;,.::..: TS TRAFFIC SIGNAL PULL BOX Q _ 1111 „ -,-- - 0 �.:::::.....::::.::::l�::_ :: 77 ±.... .. :::: x::11.: 1, ::::::::: I — , . � ..:::.:::::::::�.:.:.,.� . .., .1 1 ..11., . 111_1 „ - ,11 1 :. - - :: : :.:.-- MOUNT: VERNOI SAVE.. � ... 1111 , ............. .. _1111.. :::::::; , ...: 1111:, ..� ...�. . : 11:::::::: � ::,:::::..%.. '... ............ . 1111 - .. .,::: :::.: :; ..: - -- -- .: :::::::::,.,:;:: . , ,.. . .._... 1.111 ...... .........._ ._..,........., ..... _.... - -- SU WELL M N : .:; :::.-,-- :.::: 1 ;. DE ELECTRICAL PULL BOX �., 0 UMENT ................. ........,.... , .- . Z :.:...- ::... ::. :::::::::::::::. ::::: 11::::. .... . , - , , ............. . .. , ,.. .11 1 . 1., .....,...., . 1111, :...:. .: - 111 1 1111.. .,,::.::...:::::::. :..::�::.:... C SIGNAL C .I,:,- :::::::::.::.:.::::::...-.:.:..:::.:,::1111 ,�, .,. , ..::::.:, ., 1111. .. .. . .......:. 0 -� ONTROLLER CABINET .._.�._._.._ �, _1_111.- 1111.. ,- .,�. , 1111... � _�._ ....�, , .;. � 11:11 _� ,-. _1_111-..-_.�_ ._<:..... .......... ._ ___ - _1'_1_11-�_, - 1111. ___... ,. _, .- i ,. _-11_1:1_ ... - _«--.11_11.. ... -�_- Z ...._ ,:. ...: ,::: -�- SIGN :. ; .. :::::.I.-1 1... :.::.: : -::. ... -11.1 „:. , MOUNT VERNON AVENUE ..:: ... ........ . ... . ... .......... . ..... % . , ,........ 11...11.- 44+ 0 : :.._:..:.......:::.;::; :::..� ;:1: .:� .: ;. �; :.:: x- ::1111.. : ,:;....... ... .. ......... ... . . . . _ ,.. 4 0 : , -:, 1111 .. .. . .- ., 11- ........., ... . - .... ::.:,::::� - .... -- - . . _ 111::.:1 .. - W .. =;= . ......111.1.;,., _ .. E6 a m GAS VALVE ::::: 5+0 .o ... .. 1_1_11 1111.. : :: .-.::: . z .. ...::.:. ..-.... - - ..,..__.:-.. ,.. 1111. ... .. ., -'1..1.11_.. - .. .,, - :.:-.- .: 1111 3.. 11:11:.:.. 111:1: 1111 ..: 1111, .: .:. .. ........ ., 1111, 1111.. d .. ........ 1.. - .,...1. 1... ........ 1111,.. - 1!::::::::... :: ....::..: ; : - :_ 11_1:1_ :::.. :, _:::: : I 0 WATER VALV -- _ __._........,. - ., . ............. 1 111. ,. ::i;,I E _ ..... -- .......... 11.11, _.. _ .. .. ..- 1111 ... ........... _. ...1...11.1...,.. _ - . _.,_ ., - - ---- .,.,....,...11..,_- .... -::: 1111: � - 1111 :::;. ; .: ,. .� _........,_. t,a _1_111... _ .. .. 1111 :.:::.:....11 . .:�:::::;::.:.::::�:: ; __:._:::::�:; 1111,. r, ti .11,11.-... ETE i- 1111_.. ,,, . . - - ....._ ...1.111. , ... , .. ,: , ,....._......... .... .. 1111 1 -- :::: �F C XI NG CONCR 1 ._......: 1111 - �1 . 1- :::.::-111::.�.::. 1111 ::: 1111 Z I :::...:..:.::::::. :.__;_:_::........,; -::...;1: ... ........1..1. ,.:_,: BASS EXISTING TURF ..- 1 11 1 ..._...:::.. -.. _ -1111.... 1........, ,.. . ,,,. : ..:- :......: :::.:. ° :.;.::::.;:..:: . << 1111::. 1111... x..111.., :::: : . :. P :::...:... : :: . 1 ,..: ,, .... :x: :.:::: ..1 . , .: 1111.:. . 1111 ::::;:....:::.::::: ;: :::::::.::...,, . :: .,.: 1 1 11. , 111 1., 1,111.., .. -:: 1 .....,..,. ...................... 1111, 1111... 1111 �:: :. ........... .....1. , 1111 1111... � .. .. 111.1 ......, .,.::..,..1,. 1111.. _, .. ... ,. 1111.., ::::.::..: ::::::::::::.;:::: :::,.;,:,:.: ........: :: EXISTING IVY O ::.:::::; :..:. � . 1111_.. ...- ....... .. ......1....... .. ....................... _ .. , ...... „. - .. - 1111. -1111 .., _,_ (IVY} .111 . 1. ..,....... :-:.::.. .. ................ .......... :.. �: ..�,: 1111 11 11:: ,: :.::.....: .,:,::;.:.::..... 1111. :. -. .,:: :::::.1 .::.-::::,:;:. ,: _:l:l_11 1111., ,.- - 1111 :- 1111 :: 111_1 �.. . - :_:�.:::::: ::�;�;�::, � .:�..: � ��; ::.:.::. ;1111 ::,.:.�: y..=..::,......1" 1. .-.:11_ ...; _: ...,1:.:.: . 1..1 11 :. ::::;;, -, ;. .... ...............:: :...... :::.._. . '�:. ::::.. 1111 ..,.. 11;11. . -1-:: :.:..:,:::.::: .:...:.:.� :�:::::::: :::::: , ,.. . 111 1... 1111... , . 1111 � . ::: EX. STORM �: ,_7:.' :.. ..::::-- . .... 1 .;:, :;:;:::::::......:_ _, 1.111 11.:..............:.... ;:r-.....:.. :::::::.....,;.:,, 1111, 1_ :. . .: 1111. 111_1. .,, 1111, . . :::.::. _ 1111. .........-,..... . :... 111 1, . 11 11 . . .:...:::::;:.. , : p ;:.:.....:::....::::,:: 1111 1111 , ... , � 1111 � � ,� ;1111. � ��: .,. _ .. .1,.......,1.... , , ............ .... 11.11.. _ .. _._..,.. . ., , .., - 1111.. � ... � � :�::... +1 . , ::: . , 1111.,. �:;. .::::.::: � ,::_.:.,.,..,,,.:;:::......�.: . :.._,_...-_.,_............. . .. - ........-. . , , . ........ 1111., 1111 1111. .................... .........._...,......._ 1111 1111._ #I , ,....... �� ��::: .. . ..,.........1... 11..,11.- ................ .1.. 1111 ................. 1111 » � � - . ........ 1111 1111 .......... ........... . .. _1111.., .. � ... 1111.. 1111. :1:::--t� 1111. ��::::,. . ...1.111, . 1 .1. �:::................... ::::::::.:. ::::::::., :.: :::. , ::::::::::.:::.: .::::;:::.: .. :: . _....,,.. 1111 .. 1111 ..:::::�.. 1;111:111 ..... ,; „_ 1111.-._ ..: u� 1111: ,� � �: ;�.:.... � .:�.::� ::_ :..::::...;::::.::..:., 1111,:::.::::.:: ;: PROP. AC PAVEM ..:. ........ ..... .:: ENT RECON ............... . _ , ,_,...._.... 1111 ;�::;:�� :. 1111. 1111.. 1111.. ., .........._::::1111::. :.��.:.. � :� :::.::.�� STRUCTION 1111 .... , : 1111......,, -.. - .:., .,...... ...; . . 1111.. 1111 - .�.�,. ....,... . , ... ., ,..1..: 1111. . .. ........ ., .. 1111. .,. 1111 .. ...... ..... . 1, I. :: _' ...�. 11 11. .;; _ : . -1- 1 .............. 1_..111- .... 1111 .. .: _. _1111, 1111. _...................... ao ::. -�:._: --- .:,,.,_: ....... ._ 1111__.. --- ...1111..... : .. - : .. � � .�.�.�.. , 1111.. ;.......�::,,�:: ... .,. M -,....1 ,., ..... ... ":- .,:.:::::...... r- v^�. .,_...,., .. ....._.. .. AL3 :. _.-----..,,, 1111 .. ::. . _........,. ,. 1111 ._ ... ....................... 1111 - 1111. .. 1111. ,.. ... - ti.....,,.. 1111.. ,.. � �• 1111.. �. .. °1111:. �. �� �� ��•' ... ............. 1111 ...,...,.. 1111. .._..,...., 1111. R , ..m � - ._ . .,.1111 ... ., ,., ............... .. ,. _......._....,, 1111. .,....,,.,. t3- ., _1-111,,.,_. ..... CO 1111 . ............. ............... r .,. . - - - ,-1_1 1::-... C3 i- ..;1--......:...7,_:....::..:.-__ :.:� 1111 ... 111... 1 - ................... Q U .. °`ri 111_1,. tD C) :. : 1111 .. ..... .... . .. .......... . ... 1-- _ .........-.,. _..-„- ... . 1111 - ,.. ., 1..1.7..1 + ., .. _11_11. _1111.,-1111.., .. _........ � ,..� 1111 1111. .. .. . ........__, 1111; �.,,:.::.r :•:.::.��:: 1111 , 1111., .. .. ::;::::�:::..;�:: c�� 1111, w _1111 1. 1 111. 1 ............... 111._1_ 1111 _ - 7 _1111 . .,, 1111 - s (,?...._.. _ 1111 1111 , 1111 - _ .............. 1111 1111.. ... ........- .-....._.,,....,.,.,......,.: �:: �� ,::..,:.:.. .: . _, .. 1111. 1111 ,. ... .iii M d• - .. e _. .,. _1111... _.. 1111 -.. ..... ,. ,.-::: �n._ _............... - _ EXISTING PART CIRCLE CULVERT REMOVAL -I� :: 1111. _..,....., 1111. 1111 .. _._.....- . ... .. � -�_ 1111::. 1111::: �.�.,:...: �:�� _.. 1111 � ............._....... 1111 .. � �: .., .. �H ao 1111 , „ . .: - `� •t . 1..... �.,:.:. . ,-- .'H 1111 1111 �..... . ... , 1111.. ,, � .. 1111 ... ........... �► . 1111.., ;. , . , ... . _ ..1111 .. :::::::. 1111 1111 „ 1111 � ... , . � c�a 1111 1111. 1111.. ., ........- . . ,,. _ . 111_1 - : .. _ , 1111.. ,....... 1111 ,--....,..,., 0 1111 DC co .:.:��::� 1111 ,.,....... �..:::..:::��:::� _:: :: ....... 1111. ..1 ...1 ..1 .. 1.1 1111. 1111 . ................ 1111.. w -ice- ..,.,,,.-. 1111. x o© ..........,. w. ::::::::::::::::..::,..:.. '� - _ __ , 1 . 11.1. w ...... ,.;.:.:_....... . _ . <[ co . . , __ 1111.. ... ........... 1111. , ........ ............ � , � SDM�i .. -- w ;,I w r. O co 11.1.-1 1111... . . -- __ ,.. 8 1111, . ,.. .. 1111 _.....,.► _ t- .- co ............. .. ,....,.... �. z - -- - __ 1111 ._ 1_111 � :; : 1111.. 1111... 1111. ........,., to - ...1 11 _1 .............:":.::...... l.:::::: _ _ 1111.,. ... ................. _.. ,, 1111, ..,. .. _... ................ .. W _ ... , 1111 __ - ... 1111.. ... � _ � ._,,.,.., ......,,_ . .., , .._,,.,. � .., z to . - z .... , 1111. ... 1111,,. _ - , 1111. ,. -.. .....,.,...�, 1111. . .. � z co .. . ...:.,..., � - .. _ � . 1111. �o 1111,.. 1111... ... � .. . 1111. 1111 1111.. .. .. a .. a .......,,. �.,,.,.. _ . . 1111.,... ,....,. ...,. ...... .u..... ::..1... co : 1111. .,,:��: � �:, 1111. ....:.�:.°1111: „� : �:.,,...:� .:;;�:.._:::�... �:_ :::::.�:. _:�.:.:..�:.�.:.�::.:� �..:.....;.;.� ��.��.; .;:::��� 1111 . :.. :.:.:. ..:;:::::.:; :.::_ , v- ...,1111. . i ... _. , .. 1 11.1...---__ .. .......... . .. ,, , ._:::_::__:: �.� ... 1111...; .�.:.:::;...r � 1111..: .w.. _ .::..:�: 1111:. �..� �:. ::. 1111.. 1111 . .... .............. .. ........ ..- �.. 1111 . -� .. .. - _ ... - ^ .-1111 .:..,:.......,:.:.::.::: ,.. 1111;. :....;::.;:::::.: : 1111;. PROP. PCC IMP 1111.,. 111 �..�;.::;..:.�..::::..:,:.:..��:;: �::.�.�. � ROVEMENTS :: :,.,.. ... ::: ......-1111-- ...::: . 1111 1111. .......> 1111.- ..................1111 .. ,,, ., ,,, ... -. ... .. - 1111 1111 ,,. �. ,..k 1111 1111 .. .. . -,. -I .. - .... -. ..1 - - ..,�,. ,.-.,.... .. ............. -._ -- , . ...,....-.. --.1111, ,...,..., - -- ......., .., 1111...,......... ., ..1 - 1:111:: .1::::-: - ;1 11 1:. 11 11:: .; :::�:,_:..: -: - -::: ,1. - ::: :; : - _ ,,...,,.1 . 1 1 1... ..,11, p ..1 1 :_-1111.,.:-' ... 11.11 .1111.. -- .,- .. .,. 1111. <. ,. -.. . . :.,....,,,. „1111., ,-1111.. - .. .1111., 1111 11111111..;. 13 _ _ .1 .: 1111. .1. - o-_ .. .. ... - - ., -- .-- .;. .. ., 1111 -.1111.. .. ..:.1.,111.-. : - .C:.,.:;;.,:. 1 - 11 1.. ..i..' : - : - :: . 1:: 11 1-1-1 . 1 -. L . C - 1....: _ .:,.1 :1. ......., 1111 .- 1111 .. . `-"w ' U'-"" '"`t' v GRAPHIC SCALE RAW -- --- --�--- ---i 1111- i --- -- -_ ( IN FEET ) - 1 inch = 10 ft. DATE I REVISIONS CITY OF BAKERSFIELD, CALIFORNIA �� -___ __ -_ -m ���m �= t� Harr s & Associates ��34 Exec tive Park, Suite 150 Irvine, A 92614 (949) 655-3900 /. � t i DATE PANDALL E. BLESS RCE 51293 File Name. SHT01-MTV-PLN yawn: B.L. Job No.: OB2-0341.01 ngineer. B.L. Date: June 2009 hecked By. R.G.B. ^ .0 OP�-� E 6�F N �� �N EXP .3-31 9 0 * DRAINA GE IMPRC VEMENTS �� ��.f CIVIL. ��`P �� C�.,E° AND ACCESS RAMPS ATE PA VEMEW REHABILITATION 2009 PHASE 1 MT. VERNON AVENUE, SR 178 TO UNIVERSITY AVENUE m �-x-173 SHEET NO. 3 OF f0 0 1 I 2 3 �- (GRASS) RAMP, A/2 47.5' W/O LO -- 6 92-2 w o 3 11 6A NORTHWEST CORNER NOBLE AVENUE STOP SIGN 48.9' W/O 5' C cI c SOUTHWEST CORNER NOBLE AVENUE i LIMIT OF _ a ROAD WORK C \ II I ` � ` I ` I I I ti P CROSS I GUTTER I I, C NORTHEAST CORNER NOBLE AVENUE I ~ LIMIT OF ROAD WORK C I �, 0 I,,II C j I I v I I � � SOUTHEAST CORNER NOBLE AVENUE 6 5 4 3 2 1 N0. I DATE REVISIONS CITY OF BAKERSF/ELD, CALIFORNIA 100 0 BCR 0 I JOIN 0 ev 3 9, I .o RAMP P STA 53+71.46 4 9 (GRASS) I RAMP, A/2 m 48.5' W/Oof -- —4.78 z:. 3 11 6A w � NORTHWEST CORNER DUKE DRIVE NORTHWEST CORNER UNIVERSITY AVFNl1F — — --i-- (PCC) Ell PROTECTED: INTERSECTIONS • MOUNT CONSTRUCTION NOTES AT HEIGHT STREET • MOUNT OP PROTECT IMPROVEMENT IN PLACE.O • MOUNT REMOVE EXISTING SIDEWALK AND ADJACENT AT ALLEY #1 • MOUNT VERNON AVENUE CURB AND GUTTER AS SHOWN ON PLANS. OCONSTRUCT 4" PCC SIDEWALK PER CITY OF BAKERSFIELD STD. NO. S-3. 10 O REMOVE EXISTING CURB OR CURB AND GUTTER. OCONSTRUCT PCC CURB ACCESS RAMP PER TSTD. PLAN A88A, CASE A. 11 REMOVE INTERFERING PORTIONS OF EXISTING SEPTEMBEMBE SEPR 1, 2006. TURF, IVY, VEGETATION, IRRIGATION, ETC. EXCAVATE EXISTING GRADES AS NECESSARY TO 4A CONSTRUCT PCC CURB ACCESS RAMP PER ESTABLISH REQUIRED SIDEWALK/RAMP CALTRANS STD. PLAN A88A, CASE B, SUBGRADES. MODIFY EXISTING IRRIGATION (IF SEPTEMBER 1, 2006. ANY) TO MAINTAIN 100% COVERAGE WITHOUT OCONSTRUCT VARIABLE -HEIGHT PCC RETAINING OVERSPRAY ON NEW PCC IMPROVEMENTS. CURB (8" TO 18" CURB HEIGHT) PER DETAIL 512 PERFORM HORIZONTAL SAWCUT INTO EXISTING HEREON. PCC CURB BELOW TRAFFIC SIGNAL CONTROLLER 5A CONSTRUCT VARIABLE -HEIGHT PCC RETAINING PAD (4" MINIMUM SAWCUT DEPTH) ALONG A . CURB (4" TO 8" CURB HEIGHT) PER LINE THAT IS ABOVE THE EXISTING CRACK REFERENCED CALTRANS CURB RAMP STANDARD APPROXIMATELY EQUAL TO THE PROJECTION OF PLAN (A88A, CASE B). TOP OF PROPOSED RETAINING -CURB (SEE C.N. 5A HEREON). PROTECT EXISTING PCC SLAB ORELOCATE EXISTING STREET NAME SIGN PER ABOVE. REMOVE BOTTOM PORTION OF PCC PLAN. CURBING AND EXISTING PCC RAMP. CONSTRUCT NEW CURB RAMP WITH RETAINING CURB PER gq ADJUST PULL BOX FRAME AND COVER TO C.N.S 4A do 5A. GRADE. 6 5 4 3 2 1 N0. I DATE REVISIONS CITY OF BAKERSF/ELD, CALIFORNIA 100 0 BCR 0 I JOIN 0 ev 3 9, I .o RAMP P STA 53+71.46 4 9 (GRASS) I RAMP, A/2 m 48.5' W/Oof -- —4.78 z:. 3 11 6A w � NORTHWEST CORNER DUKE DRIVE NORTHWEST CORNER UNIVERSITY AVFNl1F — — --i-- (PCC) Ell PROTECTED: INTERSECTIONS • MOUNT VERNON AVENUE AT HEIGHT STREET • MOUNT VERNON AVENUE AT COLUMBUS STREET • MOUNT VERNON AVENUE AT ALLEY #1 • MOUNT VERNON AVENUE AT ERIC WAY • MOUNT VERNON !AVENUE AT RENEGADE AVENUE • MOUNT VERNON AVENUE AT ALLEY #2 48.9' W/O SLAB rL RAMP I (PCC) DA I� 64 EPB P 8A 3 TSPB 9 / ON RAISEDV-./ 3 9 PCC PAD 3 11 3 3 9 ECR Of JOIN — BCR ��TSPB I j i AL 8A 2 TOT 5 JOIN In ' SOUTHWEST CORNER UNIVERSITY AVENUE SOUTHEAST CORNER UNIVERSITY AVENUE LEGEND CH (MFE j 6" TYP. > HORIZONTAL -7TRAFFIC SIGNAL POLE > w #4 BAR 1 °a\\ iCL TRAFFIC SIGNAL POLE o o w Cn 3" X. FG TS TRAFFIC SIGNAL PULL BOX o zoo O f 8 ° DE ELECTRICAL PULL BOX o z Cn x o TS TRAFFIC SIGNAL CONTROLLER CABINET = �- O W a PROP. VERTICAL _ + � a II o SDWK FS #4 BARS -� SIGN w o 'o a ° ® 12" O.C. m GAS VALVE _ ® WATER VALVE _ ° a HORIZONTAL (PCC) EXISTING CONCRETE - (2 BARS � \� a� (2 TOTAL) (GRASS) EXISTING TURF (IVY) EXISTING IVY PROP. PCC RECONSTRUCTION PLAN PREPARED BY: ® Harris & Associates 34 Executive Park, Suite 150 Irvine CA 2614 949 - ( ) 655 3900 ENGR. I APPROV. DATE RANDALL E. BLISS RCE #51293 File Nome. SHT02—MTV—RM yawn: B. L. PUBLIC WORKS DEPARTMENT Job No.: 082-0341.01 ng/neer. B.L. Dote: June 2009 Necked By. R.G.B. i M d v 16" RETAINING CURB DETAIL GRAPHIC SCALE 0 5 10 20 NOT TO SCALE QRpFESS/pN ��O OPLL E eq( 0 Z5 N0. 051293 ;'V* EXP. 3-31-10 CIVI 9� OF CPL-\E�ACCESS RAMPS PA VEMENT REHABILITATION 2009 PHASE 1 MT. VERNON AVENUE, SR 178 TO UNIVERSITY AVENUE ( n1 FEET ) 1 inch = 10 & 6,1- /739 40 SHEET NO. 4 OF 10 0 1 2 3 0 I I EXISTING CONCRETE f 2 ^4 77, Z Vy . ,3_ _ W 0 44- L -F 7A_ NON L ITS OF COLD PLANE LIMITS OF COLD PLANE I I BEGIN FULL DEPTH ( _ nRECONSTRUCTION t t 1 y_� �7 PAVEMENT SEAM LIMITS OF COLD P �-- CALTRANS R/W CALTRANS RNV �- -SCALE : 1 " = 0- ' STRIP/NG NOTES - -- 0INSTALL 1' WIDE STOP BAR AND CROSSWALK L — -- -- --- - MARKINGS. (WHITE PAINT) CALTRANS R/W R/W 1a INSTALL 1' WIDE STOP BAR AND CROSSWALK _ _ MARKINGS. (WHITE THERMOPLASTIC) DRIVEWAY 02 INSTALL TYPE IV ARROWS (PAINT) W INSTALL DETAIL 8 (PAINT) N i s v- = 3a INSTALL DETAIL 8 (THERMOPLASTIC) N (4 INSTALL DETAIL 28 (PAINT) SO INSTALL DETAIL 31 (PAINT) v �v. w W 6O INSTALL DETAIL 38 (PAINT) INSTALL DETAIL 38 (THERMOPLASTIC) \ _ 00 O7 INSTALL DETAIL 40 (PAINT) Wla INSTALL DETAIL 40 (THERMOPLASTIC) Qm \ LW 8O CONTRACTOR SHALL REMOVE CONFLICTING Lu PA VEMENT MARKING/STRIPING AS DRIVEWAY 0 0 0, INDICATED ON THE PLANS - - ' 09 INSTALL DETAIL 39 (PAINT) R/W 10 INSTALL DETAIL 39A (PAINT) AVENLJE INSTALL DETAIL 21 (PAINT) I N L 9 B /4 R/W SCALE: 1"=30' 2 _ _ o, m DRIVEWAY DRIVEW�A-�Y I - - �- DRIVEWAY ��-DRIVE'NAY � r O LLj w - O W \� �. m T --- C/)\ \ t O \5 18 LF,or Ir \\ ZV LL, = LLJ4 Nom\ a Q ._ e 6 C W 0 w -'. — T sD S --- DR�Y DRIVEWAY -- ° DRIVEWAY �' o ;, i_ _ � M/J,YCKNVN �.i." k ki II�'I-i n' �•-- R/jN /�EAAENT RECONSTRUCTION W OF PAVEMENT RECONSTI A c Cm R/W R/W El W O = \ G c e-- C/) �� \ Lu o z2 -- U orf N�\ \.. s s O s s o U > < CID„, \ z ui LLJLU LLJ U) z ' ❑ 2❑ 2 CD — — — — — — —TV — — TV - — — z I _ M T. VEKNON- A VEN Ute' ” SCALE: 1 = 30' J CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: Mt -Vernon -Recon Job No.: TOK222 Dote: Jul. 6, 09 eRpFESS/0Nq DEAN R F CO wQ�' ren REGISTER D CIVIL ELLGkNEER L- C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL p�� BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIPTION 2 / / 3 / / C0 Z u) O OZ Cn Z I ­_L Q ti Z o 00 + +1< coZ < M P F - WW (n m � cf) Lu_-- ___ T -4 00pJ Lu D= + co CIO v�57\x X100'Y�Z ~ �\ z W c--.- �� f0— W Lu 1\46 100 1 AVENU N.MITS OF PAVEMENT RECONSTRUCTION .\ + LL] W a O 1 CU), — 'z LU C -- c- — �- __j s —O = s J W LU W f21 - - - - - --1 R/W C01V6 TRACT/CSN NbTES 1❑ CONTRACTOR SHALL CONSTRUCT ACCESS RAMPS PER "CURB RAMP" DETAIL SHEET. ❑2 NO ACCESS RAMP SHALL BE CONSTRUCTED NOR MODIFIED. ❑3 CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS A T L OCA TIONS INDICA TED ON THE PLANS. ® CONTRACTOR SHALL CONSTRUCT IMPROVEMENTS, REFER TO 'DRAINAGE IMPROVEMENTS AND CURB RAMPS" DETAIL SHEETS. AVEMENT TH FULL DEP9ECON✓r- T1�UCT/ON PLA, Drawn: SHANE LOWS PA Engineer: SHANE LOWS PAVEMENT REHABILITATION 2009 PHASE 1 Checked By. MT. VERNON AVENUE, SR178 TO UNIVERSITY AVENUE GENERAL NOTES 1 ALL U TIL I T Y L OCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILI TY FOR LOCA TING UTILI TIES /N THE FIELD IS PLACED SOL EL Y ON THE CONTRACTOR. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STA TE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. X SHEET NO. 5OF10 1 2 3 LEGEND SYMBOLS W.V. INSTALL D4 WATER VALVE IN TYPE "A" ROADWAY TO BE 0 ADJUST MANHOLE LID, ADJUSTED BY OTHERS. FRAME AND COVER. PER C.O.B. DRAWING S-7. AT&T MANHOLE TO BE 6' x 50' � 6' x 6' LOOP. INSTALL TYPE "C" LOOP. FULL DEPTH RECONSTRUCTION IN AREAS INDICATED ON THE PLANS. EXCAVATE ROADWAY TO A MINIMUM DEPTH OF 1.0 FEET. INSTALL 0.20 FEET TYPE "A" ASPHALT CONCRETE, OVER 0.80 FEET TYPE "B" CONCRETE, PER ROADWAY SECTIONS ON SHEET 2 OF THESE PROJECT PLANS. COLD PLANE TO A DEPTH OF 0.20 FEET AND RESURFACE 7 WITH 0.20 FEET OF TYPE ,A„ ASPHALT CONCRETE.FRAME ® ADJUST MONUMENT LID, AND COVER. PER C.O.B. DRAWING S-29. ADJUSTED BY OTHERS. O INSTALL TYPE "E" 6' DIAMETER LOOP. N L 9 B /4 R/W SCALE: 1"=30' 2 _ _ o, m DRIVEWAY DRIVEW�A-�Y I - - �- DRIVEWAY ��-DRIVE'NAY � r O LLj w - O W \� �. m T --- C/)\ \ t O \5 18 LF,or Ir \\ ZV LL, = LLJ4 Nom\ a Q ._ e 6 C W 0 w -'. — T sD S --- DR�Y DRIVEWAY -- ° DRIVEWAY �' o ;, i_ _ � M/J,YCKNVN �.i." k ki II�'I-i n' �•-- R/jN /�EAAENT RECONSTRUCTION W OF PAVEMENT RECONSTI A c Cm R/W R/W El W O = \ G c e-- C/) �� \ Lu o z2 -- U orf N�\ \.. s s O s s o U > < CID„, \ z ui LLJLU LLJ U) z ' ❑ 2❑ 2 CD — — — — — — —TV — — TV - — — z I _ M T. VEKNON- A VEN Ute' ” SCALE: 1 = 30' J CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: Mt -Vernon -Recon Job No.: TOK222 Dote: Jul. 6, 09 eRpFESS/0Nq DEAN R F CO wQ�' ren REGISTER D CIVIL ELLGkNEER L- C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL p�� BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIPTION 2 / / 3 / / C0 Z u) O OZ Cn Z I ­_L Q ti Z o 00 + +1< coZ < M P F - WW (n m � cf) Lu_-- ___ T -4 00pJ Lu D= + co CIO v�57\x X100'Y�Z ~ �\ z W c--.- �� f0— W Lu 1\46 100 1 AVENU N.MITS OF PAVEMENT RECONSTRUCTION .\ + LL] W a O 1 CU), — 'z LU C -- c- — �- __j s —O = s J W LU W f21 - - - - - --1 R/W C01V6 TRACT/CSN NbTES 1❑ CONTRACTOR SHALL CONSTRUCT ACCESS RAMPS PER "CURB RAMP" DETAIL SHEET. ❑2 NO ACCESS RAMP SHALL BE CONSTRUCTED NOR MODIFIED. ❑3 CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS A T L OCA TIONS INDICA TED ON THE PLANS. ® CONTRACTOR SHALL CONSTRUCT IMPROVEMENTS, REFER TO 'DRAINAGE IMPROVEMENTS AND CURB RAMPS" DETAIL SHEETS. AVEMENT TH FULL DEP9ECON✓r- T1�UCT/ON PLA, Drawn: SHANE LOWS PA Engineer: SHANE LOWS PAVEMENT REHABILITATION 2009 PHASE 1 Checked By. MT. VERNON AVENUE, SR178 TO UNIVERSITY AVENUE GENERAL NOTES 1 ALL U TIL I T Y L OCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILI TY FOR LOCA TING UTILI TIES /N THE FIELD IS PLACED SOL EL Y ON THE CONTRACTOR. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STA TE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. X SHEET NO. 5OF10 1 2 3 w 0 J w z Q co m 0 w O J n 0 I I � I I I I I I F---- ---- I II° W.V. � _ . I L L zi — — I—R/W SCALE: 1 — 30 w IJ , CD W- �� LLI Jo �2, s 0 ~ Q m .� L W T (W _ — ._.... __ _ __ r V VEKNON� Q� WL iLI ITS OF PAVEMENT �ECONST4TION I 1 11 L- I I I I � i RIW LAJ 2AVENUE QRpFESS/NNCOv ID AN W Q� 0 m REGISTERED Cl VlL N INFER x C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE I C/VlL BAKERSFIELD, CA 93301 OF CA\ -\F REV/S/ONS �.NNo..., DA TE DESCRIP TION 4 GENERAL NOTES : 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCA TING UTIL I TIES IN THE FIELD IS PLACED SOL EL Y ON THE CONTRACTOR. 2 ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO THE STA TE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. W R/W R/w SCALE: 1 " = 30' k�z, A 2 0 Q OF PAVEMENT RECONSTRUCTION LIMITS OF PAVEMENT RECONSTRUF '— 0 =C:) + ` 4 0-) Q W CrN 2 W �--- O Q ao �a -= �- o W -- - 0 0 V N m I c 0 c I / C 0 C- E E Cn I V 0 C 0 V Li I 0 0 N c� z ry w w z z w I 0 0 J / �'; � MT. VEKNON - - V I I\I9— //rV /rV / G�7 . 0INSTALL 1' WIDE STOP BAR AND CROSSWALK MARKINGS. (WHITE PAINT) 1a INSTALL 1' WIDE STOP BAR AND CROSSWALK MARKINGS (WHITE THERMOPLASTIC) 0INSTALL TYPE IV ARROWS (PAINT) 03 INSTALL DETAIL 8 (PAINT) 3a INSTALL DETAIL 8 (THERMOPLASTIC) O4 INSTALL DETAIL 28 (PAINT) O5 INSTALL DETAIL 31 (PAINT) O6 INSTALL DETAIL 38 (PAINT) 6a INSTALL DETAIL 38 (THERMOPLASTIC) O7 INSTALL DETAIL 40 (PAINT) 7a INSTALL DETAIL 40 (THERMOPLASTIC) O8 CONTRACTOR SHALL REMOVE CONFLICTING INSTALL PAVEMENT MARKING/STRIPING AS AT&T INDICATED ON THE PLANS. O9 INSTALL DETAIL 39 (PAINT) 10 INSTALL DETAIL 39A (PAINT) 11 INSTALL DETAIL 21 (PAINT) 1O 56 SF zVENUE 0 — ____ —o --- — - Z 9 11 6 10 17 L O � p 00 Z J 00 n Z Q � � Q la- W WW -j (nW.� CONSTRUCT/ON NOTES: 1❑ CONTRACTOR SHALL CONSTRUCT ACCESS RAMPS PER "CURB RAMP" DETAIL SHEET. I NO ACCESS RAMP SHALL BE CONSTRUCTED NOR MODIFIED. 3❑ CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS A T L OCA TIONS INDICA TED ON THE PLANS. ® CONTRACTOR SHALL CONSTRUCT IMPROVEMENTS, REFER TO "DRAINAGE IMPROVEMENTS AND CURB RAMPS" DETAIL SHEETS. PAVEMENT SEAM SYMBOLS W.V.INSTALL 6' x 6' WATER VALVE IN TYPE "A" LOOP. ROADWAY TO BE a ADJUST MANHOLE LID, ADJUSTED BY OTHERS. FRAME AND COVER. PER INSTALL C.O.B. DRAWING S-7. AT&T 6' x 50' TYPE "C" LOOP. 0 MANHOLE TO BE ® ADJUST MONUMENT LID, ADJUSTED BY OTHERS. FRAME AND COVER. PER O INSTALL 6' DIAMETER C.O.B. DRAWING S-29. TYPE "E" LOOP. 1 .PAVEMENT BULL DEPTH 1�ECONSTI�UCTION PLAN�N 737 File Nome:Mt- Vernon -Recon Drawn: SHANE LOWE PAVEMENT REHABILITATION 2009 PHASE 1 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK222 Engineer: SHANE LOWS Date: Jul. 6, 09 Checked By. MT. VERNON AVENUE, SR178 TO UNIVERSITY AVENUE 6 OF 10 0 1 2 3 0 co II m LO L6 m O O N N Q) C 0 W F— c 0 U Ill 0 Q) > I / c 0 c Q) I I E I U 0 c 0 U w I O O N 0 z ry w w z 0 z w I WR PHASING LEGEND 12' MINIMUM TRA VEL LANE EXISTING No. I LANE AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. AREAS SHALL BE CLOSED FOR 12 HOURS MAXIMUM. CONTRACTOR MAY MILL THIS AREA AND LEAVE MILLINGS IN PLACE UNTIL THE 12 HOUR CLOSURE. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' EXCEPT DURING THE 12 HOUR CLOSURE. AREAS SHALL REMAIN OPEN EXCEPT DURING THE 00� M -O FULL DEPTH RECONSTRUCTION, COLD PLANING AND PAVING PROCESS(ES). VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' WHEN NOT CLOSED. PHASE No. I & 3 STAGGERED PAVEMENT STAG/NG NOT TO SCALE FINAL 0.20' PAVEMENT LIFT–WIDTH VARIES .............. AV M NT JOINTS SHALL RF ON'''I ANF IINFS FINAL PA VEMENT STAGE NOT TO SCALE t RAN8--R/Wj I ! I I 1 I I N I {— ------- �h L •', �_i__q, \ L CALTRANS PJJ i'.)RkYEYf1Yk J RI, Y,AY s.':.:::.:.:: 5 ♦ ---- --- — — — — — — ---- — — — — — — — — — — — — — — — — — — — — — EWAT_ — —Lrnc Av L— RN-- _L2_l� CCFI _ _ _ _ ._... _ _ ?_ _ _ _ _ _ _ — — ............._...._. - ............ ,..,- -- — — — — — _ 26 — _ — — — _ _ 29— -... t c 4. ♦ LLL1 L LLL �--- 8 Vi t 11114 ttt ! t QAL I RANS R/W,a I..... ! _I A '• S 1\ `\1 1 1 V t, { GRIYEWPf - - - I MT.* ERNON i I TRAFFIC CONTROL PHASING NOTES: 10 ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CON TRACTOR SHALL COMPL Y WI TH THE CURRENT 'V U. T. C. D. ". 20 AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. F3 CONTACT CITY OF BAKERSF/ELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CON TRACTOR SHALL USE APPROPRIA TE SIGNING FROM THE CURRENT V. U. T. C. D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES, ACCESS SHALL BE CLOSED FOR 12 HOURS MAXIMUM. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' EXCEPT DURING THE 12 HOUR CLOSURE. © SHEETS 7 OF 10 THRU 10 OF 10 ARE EXCLUSI VEL Y FOR PROJECT PHASING FOR MOUNT VERNON AVENUE. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T.C.D. " F7 ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' ® AREAS TO BE RECONSTRUCTED ON WEEKEND ONL Y. CITY OF BAKERSFIELD, CALIFORNIA F STREET AND � OF CONSTRUCTION VARIES SOUTH BOUND PHASE 3 18' PHASE 4 VARIES PfIVEWAY� -- [DRIVEWAY \� Ir.._____ - I I I I if ! I { 2'-14' WIDTH & LOCATIONS VARIES SEE PLAN <f 3 7 , I SEE STREET PLANS FOR PAVING LIMITS VARIES NORTH BOUND PHASE 2 PHASE 1 _ VARIES _ I _ 181 �12'Min.__� MT. VERNON AVENUE CONSTRUCT/ON PHASING QRpFESS/pN pEAN CO F REGIS TARED CI Vl E GI NEER W m C 46803 yt Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIV i\- BAKERSFIELD, CA 93301 OF CAk�F REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / fi'"__ -- k' I 3 I 6a SEE PLANS FOR LOCATIONS NOT TO SCALE PHASE No. 7 _ _ I-1- 7� I! 1- I{ Li{_1 i L_ -I_ I LI— LI L II ! ! [ I [ I I ! { I { { I{ I{ I I { 1 I I 1 1 �i I� =- { ! r iI I [ I{ t� SCALE: 1" = 80'- L---- '�z_� {- ti_ L ----J L__J '� -- ! 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W _I f_ J --_ ' l�---- II a _ L- I � I I� I I _L-� I; _ r - I _ -- L_.L _J L_ - I I f 1 T' _ Z 1 --i I-- I -- SLE;.�1 i� t- i -- i -- 1 L---___ ,, o , ------ I ._. i, -- Zr - - _—I-- (-_ - -- -- _-_- --tea --_T__ +-- --•--f-- -- -1 =-- II ............ ....... _ -, L L- L L L _ L L {_LLLLLLLLL_LL1_.1_-LL LLI._LLLLLLLLLLLLLLLLLLLLLL_LLLLLLL! LLLLLLLLLLLI_LL_LLLL( _ LLL_LL{__!_( L _LLLL QI I I ---- _ _-- - ---� r--(---- I �- _ i -- _ - �' W i r - _ r - - -I - 1 _ I `t I I I I I I I I I I I I I I j l I # I 9 I I >DC I r ! I L_ _ I L ._ I Z I L I—____ a t-_ f -___1 r° i-® a C_ I - _ L J ` I �- W '� I� i _ _ -.t I I - _a I I r t 1�• I L _ -- -- --�-- -- L _ _j _j II I _ PUBLIC WORKS DEPARTMENT File Nome: Mf -Vernon -Recon Drawn: S. L0WE Job No.: T7K129 Engineer: S.LOWE Date: Jun. 25, 09 lChecked8y. PKOJECT PHAOINO PLAN PAVEMENT REHAB/LITH TION 2009 PHASE 1 MT. VERNON A VENUE, SR178 TO UNIVERSITY A VENUE l 1`7 3 1 SHEE T NO. 7 OF 10 0 1 2 3 PHASE I CONSTRUCTION -LLLLLLLL WORK AREA LLLLLLL - PHASE 2 CONSTRUCTION WORK AREA PHASE 3 CONSTRUCTION WORK AREA PHASE 4 CONSTRUCTION WORK AREA 12' MINIMUM TRA VEL LANE EXISTING No. I LANE AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. AREAS SHALL BE CLOSED FOR 12 HOURS MAXIMUM. CONTRACTOR MAY MILL THIS AREA AND LEAVE MILLINGS IN PLACE UNTIL THE 12 HOUR CLOSURE. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' EXCEPT DURING THE 12 HOUR CLOSURE. AREAS SHALL REMAIN OPEN EXCEPT DURING THE 00� M -O FULL DEPTH RECONSTRUCTION, COLD PLANING AND PAVING PROCESS(ES). VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' WHEN NOT CLOSED. PHASE No. I & 3 STAGGERED PAVEMENT STAG/NG NOT TO SCALE FINAL 0.20' PAVEMENT LIFT–WIDTH VARIES .............. AV M NT JOINTS SHALL RF ON'''I ANF IINFS FINAL PA VEMENT STAGE NOT TO SCALE t RAN8--R/Wj I ! I I 1 I I N I {— ------- �h L •', �_i__q, \ L CALTRANS PJJ i'.)RkYEYf1Yk J RI, Y,AY s.':.:::.:.:: 5 ♦ ---- --- — — — — — — ---- — — — — — — — — — — — — — — — — — — — — — EWAT_ — —Lrnc Av L— RN-- _L2_l� CCFI _ _ _ _ ._... _ _ ?_ _ _ _ _ _ _ — — ............._...._. - ............ ,..,- -- — — — — — _ 26 — _ — — — _ _ 29— -... t c 4. ♦ LLL1 L LLL �--- 8 Vi t 11114 ttt ! t QAL I RANS R/W,a I..... ! _I A '• S 1\ `\1 1 1 V t, { GRIYEWPf - - - I MT.* ERNON i I TRAFFIC CONTROL PHASING NOTES: 10 ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CON TRACTOR SHALL COMPL Y WI TH THE CURRENT 'V U. T. C. D. ". 20 AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. F3 CONTACT CITY OF BAKERSF/ELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CON TRACTOR SHALL USE APPROPRIA TE SIGNING FROM THE CURRENT V. U. T. C. D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES, ACCESS SHALL BE CLOSED FOR 12 HOURS MAXIMUM. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' EXCEPT DURING THE 12 HOUR CLOSURE. © SHEETS 7 OF 10 THRU 10 OF 10 ARE EXCLUSI VEL Y FOR PROJECT PHASING FOR MOUNT VERNON AVENUE. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T.C.D. " F7 ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' ® AREAS TO BE RECONSTRUCTED ON WEEKEND ONL Y. CITY OF BAKERSFIELD, CALIFORNIA F STREET AND � OF CONSTRUCTION VARIES SOUTH BOUND PHASE 3 18' PHASE 4 VARIES PfIVEWAY� -- [DRIVEWAY \� Ir.._____ - I I I I if ! I { 2'-14' WIDTH & LOCATIONS VARIES SEE PLAN <f 3 7 , I SEE STREET PLANS FOR PAVING LIMITS VARIES NORTH BOUND PHASE 2 PHASE 1 _ VARIES _ I _ 181 �12'Min.__� MT. VERNON AVENUE CONSTRUCT/ON PHASING QRpFESS/pN pEAN CO F REGIS TARED CI Vl E GI NEER W m C 46803 yt Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIV i\- BAKERSFIELD, CA 93301 OF CAk�F REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / fi'"__ -- k' I 3 I 6a SEE PLANS FOR LOCATIONS NOT TO SCALE PHASE No. 7 _ _ I-1- 7� I! 1- I{ Li{_1 i L_ -I_ I LI— LI L II ! ! [ I [ I I ! { I { { I{ I{ I I { 1 I I 1 1 �i I� =- { ! r iI I [ I{ t� SCALE: 1" = 80'- L---- '�z_� {- ti_ L ----J L__J '� -- ! [ }j � �-- -= - - _-{ -- z I- I I A� _..... _ .... _ _..... ....... ....... ...... 30 51 52 --�' __'—__— - -+I —_ r- — t— — ~�— ---I- — ---------- - ----------- —t --- --- -- F'— --`_-----__ ........ ....... - V LLL.LLLLL(_LL�.__LLL_Ll_L._LLLLLLLLLLLLLLL I.__L[_.1-L.(_...i_ LLLLi_ I.- � [- � L.lE 1' j I L — _7 L "'I { ! ' I— —y I i — — m �.-" ..— —t �' I - KEN 3 ! -4l !� �� { ! ! I-` I I- - - -- I I I vI ' f �{ {) ! { I I ! I !� I I !L__ 1 I L-1 L._ 1 II 1 l' _ L ® ! I I{ �I II { `1.....L.t `I {, I I I -----C -1 ! { ! J { - !Zt-'"s L L I II ! —( � ! { jt t LJ LJ �_ ( I L �'' I I I I 1 !�r , — — �( I - - - - - - i I_ i 1 - - -- -�--®�i v t �--- I — - - — -- -- �-- –, �I 1 I– � : --�1 1' ! ,- 1 I iZ - I I{-_-_-� -� I I �I I i { I I I - I I I - _ { 1 -1 (I (� _ - - - ' I — L_ _ I I — ��� I I Lu I I . -- i I 11--- –I I — t.a35 I I �" I �I L_ II I! L ! L-- II I _ I I I 1 1 -- I I {�! i II J�I _- L� If. W _I f_ J --_ ' l�---- II a _ L- I � I I� I I _L-� I; _ r - I _ -- L_.L _J L_ - I I f 1 T' _ Z 1 --i I-- I -- SLE;.�1 i� t- i -- i -- 1 L---___ ,, o , ------ I ._. i, -- Zr - - _—I-- (-_ - -- -- _-_- --tea --_T__ +-- --•--f-- -- -1 =-- II ............ ....... _ -, L L- L L L _ L L {_LLLLLLLLL_LL1_.1_-LL LLI._LLLLLLLLLLLLLLLLLLLLLL_LLLLLLL! LLLLLLLLLLLI_LL_LLLL( _ LLL_LL{__!_( L _LLLL QI I I ---- _ _-- - ---� r--(---- I �- _ i -- _ - �' W i r - _ r - - -I - 1 _ I `t I I I I I I I I I I I I I I j l I # I 9 I I >DC I r ! I L_ _ I L ._ I Z I L I—____ a t-_ f -___1 r° i-® a C_ I - _ L J ` I �- W '� I� i _ _ -.t I I - _a I I r t 1�• I L _ -- -- --�-- -- L _ _j _j II I _ PUBLIC WORKS DEPARTMENT File Nome: Mf -Vernon -Recon Drawn: S. L0WE Job No.: T7K129 Engineer: S.LOWE Date: Jun. 25, 09 lChecked8y. PKOJECT PHAOINO PLAN PAVEMENT REHAB/LITH TION 2009 PHASE 1 MT. VERNON A VENUE, SR178 TO UNIVERSITY A VENUE l 1`7 3 1 SHEE T NO. 7 OF 10 0 1 2 3 0 00 II n T) O O N N Q) C T O C O U N ry I C O C- 7 7 / O a� I I co E I U 0 C O U W I rn O O N V z ry W w z z W I D / _. PHASING LEGEND PHASE I CONSTRUCTION :LLLLLLLL WORK AREA LLLLLLL PHASE 2 CONSTRUCTION WORK AREA PHASE 3 CONSTRUCTION WORK AREA PHASE 4 CONSTRUCTION WORK AREA AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. AREAS SHALL BE CLOSED FOR 12 HOURS MAXIMUM. OEMCONTRACTOR MAY MILL THIS AREA AND LEAVE MILLINGS IN PLACE UNTIL THE 12 HOUR CLOSURE. VERTICAL. GRADE DIFFERENCE SHALL NOT EXCEED 0.20' EXCEPT DURING THE 12 HOUR CLOSURE. MA AREAS SHALL REMAIN OPEN EXCEPT DURING THE 0o FULL DEPTH RECONSTRUCTION, COLD PLANING AND 0 0 o PAVING PROCESS(ES). VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' WHEN NOT CLOSED. 12' MINIMUM TPA 1/rl l BAIT' FOUR7H,'0.20__LIFT WIDTH:�YARIES::,..:: THIRD "0:20 LIFT - WID-TH VARIES .. SECOND 0 20- LIFT WIDTH ' VARIES::: FIRST 0.2O.', -LIFT- WIDTH -.VARIES PHASE No. 2 & 4 STAGGERED PAVEMENT STAG/NG NOT TO SCALE F FINAL PA VEMENT STAGE NOT TO SCALE STREET AND � OF CONSTRUCTION VARIES SOUTH BOUND PHASE 3 18' VARIES F NORTH BOUND PHASE 2 ' PHASE 1 VARIES I 18' 2'-14' WIDTH & PHASE 4 LOCA TIONS VARIES VARIES SEE PLAN ._ ------ F•I — 7 +i � I - c _ . � lc - t •..i SEE STREET PLANS FOR PAVING UMI IS 12'Min. QRpFESS/0N D AN REGIS TERED Cl VI EN INFER C 46803 * Exp.6-30-11 CITY OF BAKERSFIELD q C1V1\-1501 T BAKERSRFIELD,NCAVENUE 93301 TF OF CPIOFQj REVISIONS No. DA TE DESCRIP TION ll( MT. VERNON AVENUE CONSTRUCTION PHASING SEE PLANS FOR LOCATIONS NOT TO SCALE PHASE No.2 1 �I - - ;I F ---F --��--- I --- ---- _ I I F_ I JI r CALTRANs Ri\1-' I_ S---- II I I I W I II J I I I I L F -1 , I L- I I �® I �1 I I J_ l 1 L_ I 1 L_ I I I I (—_®' I- _' - I J I 1 I I I I I J I I I I ; I _ 11 `- JII L 11 I I I I 1 'II :f) I I I I � �I 1 I ►J � ,J II I I �1 1 I li II .- I �1 f �--' � y; F - L I L-__-_ I I C I II 1 n —1 1 r I I L L — — - --.— — —--� L ---J / �11 ; �` SCALE 1 - 8O _� L------� z _ � � � �-----� L_ �- � --- L � .L_.__ iL__ iI- `--� CALTRANS R//�111/ w.,, �CRI_re.YYA'� �[(I`i 'VE'NiY �RIVFVdAY DRIV WA`.' T RIVET— —r—'----------- - - — ——L_ D — AY _ �DRPrE1vAY — _ _=1'=DR— � ------_ -��� ____------------- - -- \ 1 �- �� ----- _---=------- 21fZ'L—\t �._..._.._ -2j---------2g---------29 -----6--------7------ 59 -------33 �--------86---I— --�I — 4 2 ' — —� — r i 7 9 t i 6 i \, 3 a }i , } s •a \ t 11 a a a'•, t t M7. EKNON I 1 I 'I CAL I RANS R/VW I L, 3 + I I I I TRAFF/C CONTROL PHASING NOTES 10 ALL TRA MC STR/PING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CON TRACTOR SHALL COMPL Y W/TH THE CURRENT "M. U. T. C. D. " F2 AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS R3 CONTACT Cl TY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M. U. T C. D. " TO SLOW IRA MC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES R5 ACCESS SHALL BE CLOSED FOR 12 HOURS MAXIMUM. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' EXCEPT DURING THE 12 HOUR CLOSURE. © SHEETS 7 OF 10 THRU 10 OF 10 ARE EXCLUSI VEL Y FOR PROJECT PHASING FOR MOUNT VERNON AVENUE. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT V U. T. C. D. " D7 ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' ® AREAS TO BE RECONSTRUCTED ON WEEKEND ONL Y. CITY OF BAKERSFIELD, CALIFORNIA r I 1 -------------------- --_—_ .-- ^--_ 1D6NAY�—————DRNEWAY T—— -I -- -- - -- -- -- -- -- - -- - -- _ -- i_ I -� r - -t r'� --- jj 1_ I L_ _r I I I I I I I I. __ i �' - _ II -� V -- U II I --- i �I I I I I I 1 i 1 / �/ _ 1 ((' I r I I I I I L- I f (_ I- I I I I I ,J II i i g- - _ li I) I I I _ _jIL _ -I (I , .l � IL - �I L_ f �--- ._ - _,.. _I F _ -1 I ✓ I I I I 1 L_ _ l I___ I I� �) L J ®- 1 I I II ---- I I I ( I� rI L -J r L j L 1 I'. 1 I I 1 I � I +I i I I I I I_ _ _ .._. _I F - I_ � � E ,- � �-- --- --i L � L I I ` I F J l i II r----- � E 1 E II II I I I I I 11. I I I !�1 �- I I ®� I I I I;-- ` _ _ -II � (- - l — '- J I �`'� `j _ I I w I II Ji_ I 11 I I -i I(-' _ r_-� _---� _( L 1 III �I r 1 �I 1 L_ III II_ 3L II L - it I - 'II -- I Ig II I-_ I I I I i I L I� 11J -jI I II I L__-_ I J Iy � I I I I L_ 'I � W IaL_ I 1---, - I I�----il i _i_JI L _I� _�- 1 I II I_ _I L®SII- IL_�- I I I i I; I J iE If I I 4r — r ALE , .1 �r of i - _ _ _ _ I L Ij __________________ --------- 45 - - - - - - --__45-------- - -46------- --------4q -------- 4&- - 49 .0 50 �i--------62-------- --64 — — — — — — — __ -50-- - _- — .I 1 e 3--11 T II-_ �- -� �___--, r-- - --__ I of wI ---v� M� ANON , I I 11 I I I I I I I I .1 IU ZI I I I I I I I I I w 1 I I J [ 1 __ L_ I I I I J L Z _I- -r r L__ ri I L® - _ I IL- I Z I ( _ _ _ It ,--- -� ---i r' _I -- I. _ JAI �. L J _ I lU '� _i L J 1 _ -i 1 I f r- -� I I IL L_------�-- J I i�. _ .J L� I it _ ..l PUBLIC WORKS DEPARTMENT File Name: A4t- Vernon -Recon Drawn: S. L0WE Job No.: T7K129 Engineer: S.LOWE Date: Jun. 25, 09 Checked By. f KOJECT PHAOINO PLAN PA VEMENT REHAB/LITH TION 2009 PHASE 1 MT. VERNON A VENUE, SR178 TO UNIVERSITY A VENUE c(,o- P /73 2 SHEE T NO. 8 OF 10 0 1 2 3 41 O 00 II O U Q) ry I C O C > I 3 / O c Q) I I E cn I U O C O V W I O O N C7 z w w z 0 z w I 0 J / _. PHASING LEGEND PHASE I CONSTRUCTIONAREAS SHALL BE CLOSED DURING EACH RESPECTIVE LLLLLLL WORK AREA PHASE OF THE PROJECT AS SHOWN ON THE PLANS. LLLLLLL PHASE 2 CONSTRUCTION WORK AREA AREAS SHALL BE CLOSED FOR 12 HOURS MAXIMUM. CONTRACTOR MAY MILL THIS AREA AND LEAVE PHASE 5 CONSTRUCTION mm MILLINGS IN PLACE UNTIL THE 12 HOUR CLOSURE. WORK AREA VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' EXCEPT DURING THE 12 HOUR CLOSURE. PHASE 4 CONSTRUCTION WORK AREA AREAS SHALL REMAIN OPEN EXCEPT DURING THE u0o�m MOO FULL DEPTH RECONSTRUCTION, COLD PLANING AND PAVING PROCESS(ES). VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' WHEN NOT CLOSED. 12' MIN/MUM TRA VEL LANE EXISTING No. I LANE PHASE No. I & 3 STAGGERED PAVEMENT STAGING NOT TO SCALE STREET AND � OF CONSTRUCTION F I _ VARIES FINAL PAVEMENT STAGE NOT TO SCALE SOUTH BOUND PHASE 3 PHASE 4 18' _ I _ VAR/ES I -12' Min.- DEVICE L/Z/NG SEE STREET PLANS FOR PA V/NG L/M/ IS 2'-14' WID TH & LOCA TIONS VARIES SEE PLAN -----------------€ , T i '�€ E VARIES NORTH BOUND PHASE 2 VARIES PHASE 1 18' MT. VERNON AVENUE CONSTRUCT/ON PHASING QRpFESS/ON QFC ID AN R �� F Cl) F REGIS TERELT CI Vl EN IN EER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE qTF V ��' BAKERSFIELD, CA 93301 OFF CA��F REVISIONS No, DA TE DESCRIPTION ----------- d'€ l�3 SEE PLANS FOR LOCATIONS NOT TO SCALE PHASE No.3 17-- --1 F � \`� I I 11 I _ _ _✓ I ,I I I� _ 1 -- - -- ---- --�-, ,� Ii I--------�--� i� i- 9 II I �_- I[ i i i® [- -1 I_ _1 I( _t, _ I I li s \ C II I ! II I I I I I L l I_ I I I ' �_ (- ,► ` CALTRAN�s R1 _ I! I I I I II L_ I I I L- I i_ 1— i F i I III I I I I I( : I) i [ r _' L.--_ J I Ii rr — r I_ 1 j I I II III- -- J L------ L. --J —1 L ___ r _� fl � I-___ L_ - _ .--- L___. -J L SIL _ _ J - l L _ J L_ CALTRANS I / �II ; �` SCALE 1 I 80----� Z --^"'_' C[iFt_rkWA( ��gIV g1�,ryAY ')RIVFWA" RIV Vv AY T , CRIVEWA—T— 04. DRIVEWAY .. .. r I + r 3}9 -__ �__-----'4m2-- -- - _._........ --2g---------29-- 34-------86--------36--------Z7----"-^-"-i --- ----_-.-- _ - --------------- - ----------------—-------- - - - - --- ----------------------- T - �. -\, - t• - - _. - - - - - _ - - - _ ." — GRR,EW ,_-�..... ....._ __ �._... - DR:.. ....._._ -..-- 1:7r FtiVEN'AY�— —_.. _iDRNE`NA Y ...�....... �_. - (' -- ...._.— __ _ ..._._ — — -ice ••-• i11 17- I �-------, I ! L -J I I I I I I; I I I I ] 6 I I Iii I I I �I I I j} NON L I '[ 1 �} I ( _I- I I -_j _ _ J ( �......1 _IL �_i 1 t, ,Ilk X11, lfl \ C�ALTRANS R/W I I I I� I I e l 1- i I ( I d.......... _ _ S -I I._... L } I I la I I 1-_ _C i® I I I I I IZI I I �Si. ;} iI s _ S II I I I ; I I e L __ _J L _- ( I_J_ _ If I� i i lI 'tiO � - III I I I I tA \1 i` _ � - - I TRAFFIC CONTROL PHASING NOTES 1❑ ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CON TRACTOR SHALL COMPL Y WI TH THE CURRENT "M. U. T. C. D. ". 21 AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS 3M CONTACT C/ TY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M. U. T C. D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. F5 ACCESS SHALL BE CLOSED FOR 12 HOURS MAXIMUM. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' EXCEPT DURING THE 12 HOUR CLOSURE. © SHEETS 7 OF 10 THRU 10 OF 10 ARE EXCLUS/ VEL Y FOR PROJECT PHASING FOR MOUNT VERNON AVENUE. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T. C. D. ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' ® AREAS TO BE RECONSTRUCTED ON WEEKEND ONL Y. CITY OF BAKERSFIELD, CALIFORNIA 7111!� --� -- - - Lu I Z I L__ 11 I - I- __ �- -- I I I I I 1 L I I _- r - -� _ j` . I I I — i� _ _ _ I I I-- --- ---I I 1 r I L_ III II II�/ IIS d_�II I III III I I I J I Ii IL F,I I 1 1 ( I I II l I �- _ ( I` II L J _ I 1 - �� -� - I _ �r II L- _ L_j L_i IL_�- I -_ L- __j J IJI I I ( 2 ALE `- - L - - - - - ---� �IQ 4 LL--------� -' -- / \� --�-- __ -- _- - - - - -- _r D { V14 -a-____---- --- ' -- — _T --------4:------- I&— 49 --- ---' ---_ - - 6-- - __---- --4 W-- 4I -- — - -f4— -- -- ---- I--_-._....__ -50=- __ - -- — — — -- i — ————— i- —±——— -- - �— ^' - ~ r �-te---'------ ...... ....... ...- - - ....... ....... - Q ------- IF—M7-; --� -- -- -- jj -- -- -- -- -- -- -- -- - - - - 111��� ! TF— VERNON- F-------1F e I /��� 1 I I I I I I j l ll I � I I I I I I I I L-_ L- I f __ I W I I i J _ w_- € -s r __ I L_ _ I IL_ d_ _ a t --- - - - r' i_ _ , I. f _ ISI -1 r- 4_ I �' I. `--_ - -, L- J I II I r- I I I I I I I I 0C I II� _ -- -- --�-- -- �_ L _ J II it -- L _ -- -- ----�_s_I -- a- II j II t i P 90 JECT PHAOING PLAN /-,/737 File Name: Mt- Vernon -Recon Drawn: S. LOWS PUBLIC WORKS DEPARTMENT Job No.: T7K129 Engineer: S. OWE PAVEMENT REHAB/LITH TION 2009 PHASE 1 sHEE r No. Dote: Jun. 25, 09 Checked By. MT. VERNON AVENUE, SR178 TO UNIVERSITY AVENUE 9 OF 10 0 1 2 3 0 00 II O U N I C O 7 I 7D c O a� I I E Cn I 0 C O w I 0 0 N 1-110 z ry LL] w z c� z Li I D J 104 PHASING LEGEND L PHASE I CONSTRUCTION -LLLLLLLL WORK AREA LLLLLLL PHASE 2 CONSTRUCTION WORK AREA PHASE 5 CONSTRUCTION WORK AREA PHASE 4. CONSTRUCTION WORK AREA THIRD 0:20 LIFT - WID-TH VARIES - SECOND 0.20, ;LIFT: - _WIDTH -:-VARIES": . FIRST- 0..2O1"L.IFT - WID IH "VARIES 11 AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. AREAS SHALL BE CLOSED FOR 12 HOURS MAXIMUM. ZffimCONTRACTOR MAY MILL THIS AREA AND LEAVE MILLINGS IN PLACE UNTIL THE 12 HOUR CLOSURE. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' EXCEPT DURING THE 12 HOUR CLOSURE. AREAS SHALL REMAIN OPEN EXCEPT DURING THE 0 0 0 o FULL DEPTH RECONSTRUCTION, COLD PLANING AND 0 0 0 o PAVING PROCESS(ES). VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' WHEN NOT CLOSED. 12' MINIMUM TRA VFI /A NF PHASE No. 2 & 4 STAGGERED PAVEMENT STAG/NG NOT TO SCALE F STREET AND � OF CONSTRUCTION VARIES SOUTH BOUND PHASE 3 P HAS E 4 18' I VARIES FINAL PA VEMENT STAGE NOT TO SCALE 12' Min. CHANNELIZING DEVICE 2'-14' lQ TH & OCA TIONS VA RIE SEE PLAN I -,,i •mi I 7 I SEE STREET PLANS FOR PA VING L/Ml TS VARIES NORTH BOUND PHASE 2 VARIES PHA 1 18' MT. VERNON AVENUE CONSTRUCTION PHASING. QRpFESS/ON DEAN R�4 F REGISTERED CIVIL E GINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD `req CIVi\-� 1501 TRUX TUN AVENUE BAKERSFIELD, CA 93301 F OF CA��F�� REVISIONS No. DA TE DESCRIP TION i i F SEE PLANS FOR LOCATIONS NOT 70 SCALE PHASE No.4 II I I I, I I I II I tt r I I I I II I I I II I_ i i [- I 1 7 3 I I I s i i I I W II I I I �' I ` _I [ L_ I I CALTRAN RIVt1 -' II I I I I { II I_ I I I l I l I_ I L_ I f I I I _-j CF- I I_ I I I I I I I I II ISI II 1- L---- I I I� SII I �� = I I I I_ L ----I L_ -J I, I I II I I III I i II I - L-- -.J i_---� _� L ------- I L -J t I, �j SCALE 1 80 _ CALTRANS R/� -- _ - -- -- -- -- -- -- -- -- -- -- -- - -- -- - �j I I I DRR+rN'AY �„.ANIV RNE'NAY JRIVE4YAY RP.+'PVAY T Jf21VE'NA Dxft'LWAY — — DR!VEWAY — ---- - 20 - �- �I I - ----I---__ -------------------------- ._-- _ ----------------------- µ --� _ _� ..-......._ - _ _ __ ._. _. __._....__ _ - --___- ------------- — — -\--,---; ''__ i "C __ c-- -- DRrtEwAv�..-�-� _ I I / i t , t t � _ � � j I _ -1 r-' - -t r - -t I I _1 �' f � tl t t r _ - 4 I L_, , I I I I 1 l �_( I� �^ � � I I I i I I \ 't tt , 1` `l 1 1 • I I kEKNON..,I I 71 I �, 1� U I I ___ ---� [ I �I I ' I I I I I I I I I_ I I1 + L I \ �� t I I II I i I I I I I i I I t -L -1L_-`, ,I I I I I I I r +- -� II 11 I I I I I I !I �I II ALTRANS RNV I I 11 E I I 2_ -1 _ Z i I I L I_ t I I I I I� I' I I I I' L__I 1 r_ i I I j I I I L-'-- - - - ---� II I I ,� 1 I I I L-- - - - --I L - - -1 ( I L :\ V„ 5 I_ I I I I I i I i I I �_; I I 1 I I t l j 1 ��LL t.�-_ ____ t •,t t, , � I I _ L-- I I II II[ I L_ i I I � � TRAFFIC CONTROL PHASING NOTES 11 ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CON TRACTOR SHALL COMPL Y WI TH THE CURRENT "M. U. T. C. D. " R2 AREAS SHALL BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. R3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M. U. T. C.O." TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. Q5 ACCESS SHALL BE CLOSED FOR 12 HOURS MAXIMUM. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' EXCEPT DURING THE 12 HOUR CLOSURE. © SHEETS 7 OF 10 THRU 10 OF 10 ARE EXCLUSIVELY FOR PROJECT PHASING FOR MOUNT VERNON AVENUE. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT V U. T.C.O." R7 ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' ® AREAS TO BE RECONS TRUC TEO ON WEEKEND ONL Y. CITY OF BAKERSFIELD, CALIFORNIA 1 ---T---------- 1-4 -�-- - - --- - I � � �! v �— I T I f- �� I � �� �— s L_ I I __ I_ r_�' I I I L_ I IL_ I I 11 III I ll ILII ;II J�I ; II I I y -I r I L W II€I I I• (� II I I I I I I I� I I II SII II i III Iw I I I I I r I, I L _-____-�It / I j/ r--___ ---- ______ .... ..... ____- ______-__-.__-_........ ....... ______-__--- .... ........ . _.. I � I ----------- _j---j I w I I- 11 I I I I I I I I .I I I� Z I I� I I I I I -j I --- I-- IL_ JI I I W I I I-- - _ I I �_� �-__ L� � I �-___--► �-___ � , I�---�I I� � ,� �I -. I � I ; -_ I I I I I L _ J l _ _ I I L _ _�_ ; __ _ --� P 1 t - --�-- I __ L III / PUBLIC WORKS DEPARTMENT File Name: Mt -Vernon -Recon Drawn: S. L0WE Job No.: T7K129 Engineer: S.LOWE Date: Jun. 25, 09 1 Checked By. Qt - PKOJECT PHAOINO PLI PA VEMENT REHA BIL I TA TION 2009 PHASE 1 MT. VERNON A VENUE, SR178 TO UNIVERSITY A VENUE . if-- 173 SHEET NO. 10 OF 10 0 1 2 3