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Home My WebLink About6.9-253CITY OF BA: ERSFIELD •s r • Aw F, dy/17 LIST OF DRA Wlll►TGS SHEET 1 Tl TLE SHEET SHEET 2 DETAILS ®M.H. SHEE T 3 SEC TIONS FINAL PAY ESTIMATED SHEET 4 DETAILS ' M' SHEET 5 WHITE LANE MEDIAN CONSTRUCTION - WILSON RD TO STA 29+10 SHEET 6 WHITE LANE MEDIAN CONSTRUCTION - STA 29+ 10 TO STA 48+25 SHEET 7 WHITE LANE MEDIAN CONSTRUCTIO - STA 48-25 TO DOVEWOOD ST SHEET 8 STINE ROAD/NEW STINE ROAD STREET WIDENING - AT WHITE LANE SHEET 9 WHITE LANE/ STINE ROAD TRAFFIC' SIGNAL MODIFICATION SHEET 10 WHITE LANE RESURFACING - WILSON RD TO STA 29+10 SHEET 11 WHITE LANE RESURFACING - STA 9+10 TO NEW STINE RD SHEET 12 WHITE LANE RESURFACING - NEW STINE RD TO DOVEWOOD ST SHEET 13 TRAFFIC CONTROL PLAN STRIPING (DETAIL 29) SHEET 14 TRAFFIC CONTROL PLAN SHEET 15 TRAFFIC CONTROL PLAN LF SHEET 16 TRAFFIC CONTROL PLAN CAL TRANS STANDARDS A20A, A208, A20C, A20D, A24A, A24D, A24E CONVENTIONAL SYMBOLS - - - - SECTION LINE - - RIGH T- OF- WA Y CENTERLINE RAILROAD TRACKS ---� ----- -- FENCE =_------------------------ __= EXIST. CURB &GUTTER ---------------------- EXIST. A. C. FLOWLINE - - - - - - - - EXIST. EDGE OF PA DEMENT GUARD RAIL IMPROVEMENTS UTILITY SYMBOLS W WATER LINE G GAS LINE T BURIED TELEPHONE CABLE SEWER LINE OIL LINE AERIAL UTILITY WIDEN/NG CONSTRUCTION (WILSON RD AND DOVEWOOD ST) A , A lYwVLV l "V%./.Cxl l WA STATE OF CALIFORNIA BENCHMARK SEE PLAN SHEETS BASIS OF BEARING SEE PLAN SHEETS NO TE.• THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING VALID LICENSES. C'J44SA '' 4 � Z PROJECT LENGTH 0 2.7f MILES O NO TE.- THE E;THE CONTRACTOR SHALL CONTACT THE USA L OCA TOR I� SERVICE 1-800-642-2444, 48 HOURS PRIOR TO (j) Z EXCA VA TION. 0 V Z W CALTRANS. Q FEDERAL PROJECT N MBER= STPL-5109 (049) 1S' FEDERAL PROJECT NUMBER= STPL-5109 (062) W AF PROVED BY: OoFESS/p4, '' p ql � G PUBLIC WORKS DIRECTOR DATE U � Q C 33710 APPROVAL RECOMMENDED BY: u. * Exp. 6-30-02 * et V l FENGINEERING SERVICES MANAGER DATE �+� OF- cR�� W Job No.TOK011 File Name: TOK011-2 ,Z DESIGN ENGINEER DATE REVISIONS REVIEWED BY: DA TE BY DESC. Z TRAFFIC ENGINEERING DATE WHITE LANE RESURFACING NO 1 MEDIAN CONSTRUCTION of (BETWEEN WILSON RD AND DOVEWOOD ST) SHEETS� F.H. ®M.H. MANHOLE FIRE HYDRANT FINAL PAY ESTIMATED QUANTITIES P.P. ' M' POWER POLE WATER METER ® EXISTING MONUMENT W' V' WA TER VAL VE DESCRIPTION UNIT TOTAL EST QTY'S EXCA VA 77ON CY 571 ® FU TURE MONUMEN T ' M' GA S ME TER STRIPING (DETAIL 9) LF 19,674 STRIPING (DETAIL 29) LF 338 S. L. G. V. STRIPING (DETAIL 31) LF 508 S TREE T LIGHT GAS VAL VE STRIPING (DETAIL 32) LF 1,570 STRIPING (DETAIL 40) LF 161 STRIPING (DETAIL 38) LF 2,187 C.O. e CLEAN OUT BENCHMARK STRIPING (DETAIL 38A) STRIPING (DETAIL 39) LF LF 885 9,70J STRIPING (DETAIL 39A) LF 880 PA VEMENT MARKINGS (WHITE) SF 2,052 ADDENDUM NO. 4 FIRE HYDRANT MARKER EA 12 STATE OF CALIFORNIA BENCHMARK SEE PLAN SHEETS BASIS OF BEARING SEE PLAN SHEETS NO TE.• THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING VALID LICENSES. C'J44SA '' 4 � Z PROJECT LENGTH 0 2.7f MILES O NO TE.- THE E;THE CONTRACTOR SHALL CONTACT THE USA L OCA TOR I� SERVICE 1-800-642-2444, 48 HOURS PRIOR TO (j) Z EXCA VA TION. 0 V Z W CALTRANS. Q FEDERAL PROJECT N MBER= STPL-5109 (049) 1S' FEDERAL PROJECT NUMBER= STPL-5109 (062) W AF PROVED BY: OoFESS/p4, '' p ql � G PUBLIC WORKS DIRECTOR DATE U � Q C 33710 APPROVAL RECOMMENDED BY: u. * Exp. 6-30-02 * et V l FENGINEERING SERVICES MANAGER DATE �+� OF- cR�� W Job No.TOK011 File Name: TOK011-2 ,Z DESIGN ENGINEER DATE REVISIONS REVIEWED BY: DA TE BY DESC. Z TRAFFIC ENGINEERING DATE WHITE LANE RESURFACING NO 1 MEDIAN CONSTRUCTION of (BETWEEN WILSON RD AND DOVEWOOD ST) SHEETS� BIKE LANE WDTHS- UNLESS NOTED OTHERWISE 5' WIDE AT CURB AND GUTTER 4' A T CURB ONLY BEGIN DETAIL 39 A T ECR W/ PAVEMENT MARKING END DETAIL 39 AT 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 i 200' TYPICAL TERMINATION OF LANE 57 AT INTERSECTIONS WITH NO STOP 2' 1.75' v`I 2.5' 2.5' PAVEMENT MARK/NG (WHIT£) LAI b PAVEMENT MARK/NGS (WH17F) PER STANDARD PLAN A24D Hi `, DETAIL 39 BIKE LONE PAVEMENT MARKING DETAIL VWM all -E Kj -* TYP 1 FLOWUNE °° 20' TYPICAL PARKING STALL MARK/NGS Ct3/`, S rRUCT PARKING STALL MARKINGS PER CAL TPANS TRAFFIC MANUAL 6-02.1,E AND 7711 >E PLANS TERM/NA TE CENTFRUNE OR CENTER LANE LINES AND NEAR SIDE LANE LINES A T MID -ARC POINTS OF THE CURB RETURNS _.......................... _ ----------- - - - - -- i -- - - - - - - - - -- '`- 7FRMINA TF ALL LANE LINES ON A UNE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS At7DM7E LOCA 714N TO BE USED NEN DE SOEMALK EXTENDS fROV RE am TO HE PRrOM7Y LW, N. T.S. PARAaA'.A&Y N CO ENCAL AWS A M/IIMIPAIt aF 4' (1.an) a WAKr LS AFOARM FXV BACK a- S7gEW" TO MW aF 90 POST. � fe - s' (154m) 30' COLDPLANE UNLESS NOTED OTHERWISE VANDAL PROOF NUT Tap aF PPE NM to BELOW Tap aF 9W DRILLED HOLE NOT TO EXCEED 1/16" BOL T DIA MET FR TYPE 6tSS 2' (Btan) CA[VANM SW PNCE NEW SIGN PANEL(S) AS PER AIERIGAN FDff 6a /BAa( a' SMALK aP Ba cAsrNT0 181/(+C5am) a orF aAz I' P cr. NM PLACED N DISW 3 ALIQ u ((2tlGhwn) MN SUIEI" SM BE COW AWLM SJIfA'V PAW IEFI NAff WOES STOP SiW & ALL OWER ROADSOIE Si'm -- MW N7DVSTYWADIE MA' 7W WQriMPElEWTS � BOL 7MU STQV PAAELS S1ALL BE MOINEED WN HAN W XG SEAS BLIT AND VANDAL PROLT AUT AS KY W APPROND EQUAL SMM M"7M aV STpViIL W 090 PaZ SULL BE" ATTACF0 NITH STANY M SW STRAPS AAV HAMMM M20 SM BOLT AND VANDAL PROW MIT ASS ftY aP APPRO;M EQUAL BY DWAM HALES AiOT IV DtM 1116' NA 6FMlrD146 R TYPICAL SIGN POST DETAIL N. T.S. 1i FIRE HYDRANT ■ 1 MARKER PER LANE ■ 7RAFnC FLOW TRAFFIC FLOW ----------- F W ?E ------FIRE HYDRANT MARKER L0CA770M N. TT EXIS77NG VANDAL PROOF BOLT UNLESS NOTED OTHERWISE 25' �OLDPLANS 7' IF NO CONCRETE !_ 14 I CURB AND GUTTER OCCURS 7'(M/N) TO FINISH GROUND UNLESS OTHERWISE NOTED ON PLANS tINIJ AEU BaCT AETAL TYPICAL EXTENSION FOR SKyV PANEL MOUNT DETAIL SIGN POST EXTENSION/ SLIP INTO EX. POST FLUSH W/ TOP OF SIGN EXTEND PIPE 2" LOWER THAN BOLT PATTERN OF ADJACENT EXIS77NG SIGN EXISTING SIGN PANEL EXIS77NG SIGN POST A. C. 0 W_ RLA Y 0.20' DEP TH PROJECT LIMIT u 20' DEP TH 1 Q90 ESS/ov D. 4" F'L rn j+ REGISTERED CIVIL ENGINEER C 33710 * Exp. 6-30-02 CITY OF BAKERSFIELD�I i� 1501 TRUXTUN A VENUE lF OF CA'I BAKERSFIELD, CA 93301 5' COLD PLANE; r 25' COLD PLANE I TYPICAL COLD PLANE AT CROSS STREETS WNW N. TS 5' COLD PLANE 2' WIDTH (U.N.O.) SEAM TO MATCH FINISH ASPHALT CONCRETE SURFACE OF EXISTING CONCRETE- OVERLAY EXIS77NG CURB AND GUTTER TOP OF EXIS77NG PAVEMENT COLD PLANE DEPTH TO MATCH A. C. 0VERLA Y THICKNESS A T UP TYPICAL COLDPLANE SECTION AT CURB AND GUTTER ASPHALT CONCREJE CONCRETE OVERLAY COLD PLANE (SEE STREET FOR THICKNESS) SEAM TO MATCH FINISH SURFACE OF EXISTING m HINGE W POINT TOP OF SURFACE FlNISH " TOP OF EXIS77NG PAVEMENT L COLD PLANE DEPTH TO MATCH A.C. OVERLAY THICKNESS AT END OF PROJECT TYPICAL CO,LDPLANE SECTION AT LIMITS OF STREETS N. TS A. C 0 VERL,4 Y 5' TAPER (UNLESS NOTED OTHERWISE) TYPE 'A' A. C. 0VERLA Y (0.15) REMOVE EXISTING MA 7ERIAL TO DEP7H AS REQUIRED. CONSTRUCT TYPE 'B' A.C. LIP OF GUTTER — PA WNG TO MATCH EXIS77NG FINISH SURFACE —\ EXIS77NG SOIL �- EXIS77NG STREET PAVING SEC 7701V TYPICAL RECONSTRUCTION SECTION N. TS. l i # { PROJECT LIMI T RECONSTRUCTION SCHEDULE A STREET BV]ERSECT1ON H1774 COLD PLANING S7REET 77 VALUE R VALUE AC DEPTH (SEE PLANTS FOR LOCANOW) N. T.S. WH/7E LANE 9.5 19 1.13' File Name: 9899JAF Drawn: JAFLORES CITY OF BAKE PUBLIC WORKS WHITE LANE RESURFACING / STRL��T WIDEN/NG CONSTRUCTION SHEET No. BAKERSFIELD, CALIFORNIA R DEPARTMENT Job No.: T9K013 Proj Eng: JAFLORES (WILSON ROAD TO DOVEWOOD STREET) Dote: FEB. 1999 Checked BY SETA/LS 2OF12 -_^ 4. - -3 BIKE 1430 WJ ItS- b'%,IL� a NOTED 07HERl SE. �) 5' KPOE AT CURB ANO OU77Z7? 4A,T" C,i',3 JN! Y t EGIN GET�II, J9 A T EOE? IV PA V A'IL:i'11 MARK ING _----------- --- -- --- - ... -- - - - - - - - --------- �--- END DETA,fL 39 AT BCR / KHEN DETAIL 39A ISsl 'NOT JH614V ®lJ PLAN _ - - - _. ............................................ _ f END DETAIL u9A, A T 8CR INCLUDE DETAIL 39A OEIL Y hHERE Sf10f'W ON PLAN, OMIT DETAIL 3,'A PIVEN NOT SPOrIV ON PLAN --- 200' TYPICA TERACNAll OF LA N>F S7 AT INTI= r,Mi N 3 in'74 NO c)TOP 1.75 ;! 2.5' PA DEMENT A4ARKiNG (1fflITF_) _LAN PA'✓EME`NT MARKINGS (V1,y7E) F't R STANDARD _ PLAN A24f1 BK�/ DETA L J9 pia"KE LA51t4 F'r��,. IMr 3VT TP,AFRO FLOW I' EX TENS!O•N .. . TYP -_-__20'___ TYVAL P,4r l; l O STALL'AflKfXfCcj' f!JSTRUCT PARKING' : TALL MARKINGS PER f: U,77?ANS TRAFFIC,' MANUAL 5-02.13 AND i' 4ESE PLANS A. C. tt „ tt t, - FIRE HYDRf 1 MARKER TRAFF-IC FLOW TRAFFIC FLOW „ i II I , /! TERMINATE- CENTERLINE= OR CEN 71- LANE LINES AND NEAR SIDE LANE LINES A T MID -ARC POINTS OF THE CUR3 RETURNS -- - - - - - - - - - - - - - -- ►------ - - - - -- }--------------------------------------- - - - - - - N. TS. O VERLA Y ? LANE T. S TERMINATE ALL LANE LINES ON A LINE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS ALM MY T LOCA 7ICY1 TD HE USED M;~0v INE' S7I3°?Y•31K UMNDS fROM W 029 TO Tff PROPERTY LW& PART7aima r 7N CC ERDAL AREAS A ,fd�I7�fUM OF 4' (1.2m) CLEARANCE 73 REahRT fR M BACK JF SF ALK m M6F ff* SQV POST. liz W OF PE'E 1F7W 1' MOW TOP OF 90 TYPE B.SS 2' (S fan) GALVAh+M S7FEL PffF AS PFR AWRCAN FENOE CO 6Apl OF -7DE•6YRLK fi x%4',8(Wnm x 6mmr) ROD OR BrtTCASTN70 tl8-(4Wmm) CONMET CLASS VAC, M RACED /N Ft!'IS�IPlC S'17FWAL�� 8'(2 ,) v EY!ALK SNALL BE MRIF f1.AlILL0. 900 PANEL PErICIM7 CRAITt-S STCP 906 & ALL owR icOAtmf sous -- H16H A47BVSTTY MADE Af"7WG RMI`lff°'7YTS — u M STAY PANELS ShAlL BE,ilO+JIfTE'D W711 HANK46 M20 ,SAES BOLT AMD VAVDAL PROOF NUT AM11"X Y OR AFPRO9D EMAL 9MSMOUN70 ON S GAAL OR OTHP POLES ZALL BE ATTAINED METH STWESS STEEL STRAPS AND tsiMIS M20 SE ,ES BOLT AND VANDAL PROOF AVT ASMWaY OR APPROV3, EWAL BY E7ICM2, hafS MOT 70 UCSD 1116' MA. OF BOLT CMA ?EZ TYP"ICAL 45'1V POST DL'TAiL N. TS., 7HRl1 BOt T DEW PROJECT LIMIT o Q-�of ESS/o., D UNLER) NO i _ .", O TrEF WSW ii ' °� r ,,,, -_..�< IF NO CONCRETE ,- �;� �19 � /cs-+ �► „ 25 i&0PL,.. �t l t -� r. - --r [ a� s*� it it� Imo..:;. t,-, _ �1 ✓l_ E V �� vt_ _ r- ;� n: C 33710 �s C`JR8 ANL) GUTTER OCCURS , Exp. 6-30-02 OF- _ 0FCA i 30 COLDPLANE UNLESS NOTED OTHERWSE lo�A.C. OVERLY x' IRE 25' COLDPLANE UNLESS NOTED OTHER SE r W TYPICAL I ti'i 5' CCI') V ..,Uil_Rt 5' TYPICAL '� TYT t-,X�COLD Y�._ tit�9� ; r A -:r f li kk CT LL /TS ` t N. T.S. TYP/CO COLD PL, AT Cl i0453'3 CUrTi 4?1, VANDAL PROOF_ NUT DRILLED HOLE NOT TO EXCEED 1/16" BOLT DIAMETER NEW SIGN PANEL(S) EXIS77NG VANDAL PRG OF BOL T 7'(A!IN) TO FINISh GROUND UNLESS OTHERWISE NOTED ON PLANS A.C. O VE 4LA Y TAPER— SEE PLAN \.i FOR DISTANCE MA TCH DEP TH OFA. C. THICKNESS PROJECT LIMIT S ,� T ' D C7 1 ' COLD NZNG (8= PLANS FOR LOCA ) N T.S. irf SIGN POST EXTENSION/ SLIP INTO EX. POST FLUSH W/ TOP OF SIGN EXTEND PIPE 2" LOWER THAN BOLT PATTERN OF ADJACENT EXISTING SIGN EXISTING SIGN PANEL , i { t t F, , r EXIS77NG SIGN POST t , t i t t = i CD TYPICAL_ CA1V 1 "I �''V? W��"N PA E -L M - of ° vi_ N. T_ S U. -- S.:Aif r{) iv,4 i,H FINISH ASPHAi.T CONCRETE ; fyi SuF l t,';.- i EXISTING CONCRI'rE OVERLAY E`1E'17t•I(; CURB AND GUTTER - 6-11) 0L, , NE 1t9;' ; i l >•7 AlA TCH A 1 IE;11 )' AT LIP TYPICAL f"l• _g i =.6_R��._., I,. 7 J. �: � LI , A� PU / c. DEPARTMENT Jab No.: T9Ko13 Pray Eng: J,3FLor.' __. (WILSOdd ROAD TO 0CMEM64 4 "Tif' of' 2 OF 17 Date. FEB. 1999 Checked By, DIFFTAILS E I i ,II I 1 �: � LI , A� PU / c. DEPARTMENT Jab No.: T9Ko13 Pray Eng: J,3FLor.' __. (WILSOdd ROAD TO 0CMEM64 4 "Tif' of' 2 OF 17 Date. FEB. 1999 Checked By, DIFFTAILS E aIT A�:� i' % SNEET 14'0 Fife dame: 989 JAF Dro wn: JAFL ORE ` ..�.___ �: � LI , A� PU / c. DEPARTMENT Jab No.: T9Ko13 Pray Eng: J,3FLor.' __. (WILSOdd ROAD TO 0CMEM64 4 "Tif' of' 2 OF 17 Date. FEB. 1999 Checked By, DIFFTAILS E EX CONC BLOCKWALL (SEE TYPICAL STREET SECTION) LSIDEWALK A i EX. CONC. CURB AND GUTTER TYPE 5 PULL BOX W/ CONDUIT(S) - I TYPICAL PULL REM VE EXISTING SIDEWALK /C&G. REP CE JN KIND PER COB STANDARDS SEE 'TYPICAL STREET SEC77ON"/ 7Nl SHEET FOR SIDEWALK W/D 7HS A. C. 0VERLA Y ?ACKFILL W/ '-SACK SAND ,AND SLURRY 'ONDUI T(S) / PULL S7R/N SEE PLAN FOR TYPICAL CONDUIT 774ENCH DETA& N. T.S. "-B -*_10 _,,,-2' CONDUIT R/W —,, EX. CONC. SIDEWALK `- REMOVE TO NEAREST JOINT NEW CONC. TO MATCH EXISTING SURFACE (TYR) DETAIL N. TS: SEC77ON 77TY CONDUIT . KNOCKOUT - 00 SUMP, SEE SID ES -8 FAR IIANAL QROFESS/ pNgl O Qk' °RE � • iy F BEGINNING OF PROJECT COLD PLANE AREA W l m SEAM TO MA TCH FINISH COLD PLANE DEPTH= REGISTERED CI VI L ENGI NEER W C 33710 SURFACE OF EXISTING A.0 OVERLAY DEPTH END OF PROJECT * Exp. 6-30-02 ASPHALT 30' COLD PLANE CONCRETE ovERLAYGny CITY OF BAKERSFIELD �, CIv►� �P TOP OF DYlS1TNG PAVEMENT SEAM TO MATCH FINISH 1501 TRUXTUN A VENUE F �F ASPHALT SURFACE OF EXISTING BAKERSFIELD, CA 93301 CA1- _ .__,..._..._ _. ======�_=� BLOCKWALL /c I: TYPICAL STPEET SrCTON) -- EX. CONC. .SIDEWALK i EX C(AP3 kV,` GUTTER —' TYPE 5 PULL. BOX iii/ CONDUIT(S) — 1SCAL PULL EPDX DETAIL REMOVE EXISTING SIDEWALK /C&G. REPLACE IN KIND PER COB STANDARDS SEE TYPICAL STREET SECTION"/ THIS 13HEET FOR SIDEWALK WIDTHS r NOTE.- TRENCH :T E.•TRENCH WDTfI SHALL ESE DETERMINED BY MAINT 1" CLEARANCE ON EACI' SIDE WALL OF THE LAR CONDUIT SIZE IN TRENCH (INCLUDING COUPLING). 7MC. L CONDUTT TRE14CH D TAIL A I L s 2' C(AvDUnr R/W —�, EX. CONC. SIDEWALK REMOVE TO NEAREST JOINT NEW CONC. TO MATCH EXIS77PIG SURFACE (TYP.) N. T.S. A. C. 0VERLA Y -RECONSTRUCTED STREET SEC770N (WHERE SHOWN ON PLANS) BACKFILL W/ 2 -SACK SAND SAND SLURRY CONDUIT(S) W/ PULL S7RING(S) SEE PLAN FOR SIZES AND QUAN77TY CONDUITS SHALL BE PLACED BELOW ALL RECONSTRUCTED SECT'O.NS 2 CONDUIT N. T.S. 3" A NOCKOUT KNOCKOUT F,0R 4" h(UL77DUCT OR MULTI—CONXIT SYSa'EM (NOT REQUIRLD FOR NO.5 PULLBOX) CLEAN CRUSHED ROCK UMP, SEE 3 MIN. 7-7 SID P AN ES -8 _. FOR A D177ONAL T' �..�. s ?' DETAIL 5. SLQm- — E X IF.t+' r" ti 0 0 � N0.6 PULLBOX WITH EXTENSION � I (N0.5 PULLBOX KITH EXTENSION SIMILAR) 5EQM..N&.A NTS 1" t„"1"411,.ifr/ p mLBc)x NOTES IIIA jAIL,+,t L ENG75H OF CONEUI T i-ETWEEIV PULL eO)`ES 31-141,_ I J ) r._ EXCEED 4C0 FEET T 00MOU, I` S�lA=.LL BE BROUGHT //V710 PUL,'_ BOXF_S PA+�'ALL.t::' TO THE EX1a7VVG SURFACE (HORIZONTAIJ Thli:_` I-0*1-;,I-_ ANGULAR BEND OF CONDUIT BETWEEN SHALL NOT EXCE'E'D 180 DEGREE '?Ei�,'s `At= C' :a10EWA' K Sf,'Al_L BE REPLACED TO THE NEAREST t 4(9,J; PLANE OR FXPAiNSION JOIN"F BEYOND THE' Vi` V V AREA, JF CCNT` A'; TOR RE -MOVIES EXISTING HANDICAP RAMP DURING OPERA TICNS, THF RAMP SI-MLL BE REPLACED A i EVI RAMI' MEET `NG CURRENT ADA SPECIFI CA T'7ONS. f"OPltl(! ' AVU P111 I B01 Er SI -JAL' £'E 1&1.T -Al LI -r) �tYi� Hap �yy -• k �:�-�!�t-�,�...-j�� ten• is r•.'Y _ -'YZ{ �.�c__• ��- a --.r _. Y'�"«�.� CALIFORNIA COLD PLAI/E AREA -7777 PULL :::_ ._•_ ,�., t .3: e BOX I-: a. ;y).6r i.»'t 4...�•} •yi.1- } 'I 4''a=aT :ny^-• COLD PLANE DEPTH= SURFACE OF EXIS77NG SEE PLAN A LENGTH A.0 04SRL AY DEPTH TOP OF EXIS77NG PA VEMENT CL,4 V STA ITO TNG - ----- ---- .... w µ 10+75 - 23+50 23+50 - 33+20 33+20 - 46+50 GOLD PLANE DEPTH TO MATCH NOTE.- TRENCH :T E.•TRENCH WDTfI SHALL ESE DETERMINED BY MAINT 1" CLEARANCE ON EACI' SIDE WALL OF THE LAR CONDUIT SIZE IN TRENCH (INCLUDING COUPLING). 7MC. L CONDUTT TRE14CH D TAIL A I L s 2' C(AvDUnr R/W —�, EX. CONC. SIDEWALK REMOVE TO NEAREST JOINT NEW CONC. TO MATCH EXIS77PIG SURFACE (TYP.) N. T.S. A. C. 0VERLA Y -RECONSTRUCTED STREET SEC770N (WHERE SHOWN ON PLANS) BACKFILL W/ 2 -SACK SAND SAND SLURRY CONDUIT(S) W/ PULL S7RING(S) SEE PLAN FOR SIZES AND QUAN77TY CONDUITS SHALL BE PLACED BELOW ALL RECONSTRUCTED SECT'O.NS 2 CONDUIT N. T.S. 3" A NOCKOUT KNOCKOUT F,0R 4" h(UL77DUCT OR MULTI—CONXIT SYSa'EM (NOT REQUIRLD FOR NO.5 PULLBOX) CLEAN CRUSHED ROCK UMP, SEE 3 MIN. 7-7 SID P AN ES -8 _. FOR A D177ONAL T' �..�. s ?' DETAIL 5. SLQm- — E X IF.t+' r" ti 0 0 � N0.6 PULLBOX WITH EXTENSION � I (N0.5 PULLBOX KITH EXTENSION SIMILAR) 5EQM..N&.A NTS 1" t„"1"411,.ifr/ p mLBc)x NOTES IIIA jAIL,+,t L ENG75H OF CONEUI T i-ETWEEIV PULL eO)`ES 31-141,_ I J ) r._ EXCEED 4C0 FEET T 00MOU, I` S�lA=.LL BE BROUGHT //V710 PUL,'_ BOXF_S PA+�'ALL.t::' TO THE EX1a7VVG SURFACE (HORIZONTAIJ Thli:_` I-0*1-;,I-_ ANGULAR BEND OF CONDUIT BETWEEN SHALL NOT EXCE'E'D 180 DEGREE '?Ei�,'s `At= C' :a10EWA' K Sf,'Al_L BE REPLACED TO THE NEAREST t 4(9,J; PLANE OR FXPAiNSION JOIN"F BEYOND THE' Vi` V V AREA, JF CCNT` A'; TOR RE -MOVIES EXISTING HANDICAP RAMP DURING OPERA TICNS, THF RAMP SI-MLL BE REPLACED A i EVI RAMI' MEET `NG CURRENT ADA SPECIFI CA T'7ONS. f"OPltl(! ' AVU P111 I B01 Er SI -JAL' £'E 1&1.T -Al LI -r) �tYi� Hap �yy -• k �:�-�!�t-�,�...-j�� ten• is r•.'Y _ -'YZ{ �.�c__• ��- a --.r _. Y'�"«�.� CALIFORNIA COLD PLAI/E AREA =<x'a f= o PULL :::_ ._•_ ,�., t .3: e BOX I-: a. ;y).6r i.»'t 4...�•} •yi.1- } 'I 4''a=aT :ny^-• COLD PLANE DEPTH= SURFACE OF EXIS77NG R-4' MIN. 0 VARIES 45' MAX R=4' MIN. CONDUIT SHALL EWER PULLBOX AT FACTWY B.VV R-4' MIN. SHEEP AT 90' ROAD CROS9NGS. (TYP) AS S,'/0V CN PLANS AND AS r�!lf'i-C?i_.7) BY THE ENGINEER. '`' �� TO i LLD�X ,, r „ r N. T. S. THc IN~,rA,f.M BENS? R,4D;„JS' SHALL FE- Z8"o FOR CONDUIT. %-`.-,/TY OF CALIFORNIA COLD PLAI/E AREA v SEC PLAN FOR MEDMN ISLAND LOCATION REC0NS77?UC77ON/ OF STREET AND SEE SCHEDULE PGL (TYPICAL) OF CONSTRUCTION EXIS77NG CROWN A. C� OVERLAY **STRAIGHT GRADE FIN,, aa Stli?FAC;'E EXISTING FINISH SUR, .E- : ,ry -E i^ -5 --__-_N 4 N1 -- (OVERLAY ONLY) S7REET RE CONS7RUC77ON (TYPICAL B0771 SIDES OF S7REEr) *PAST 0VERLA Y PROJECTS MA Y INCREASE DEPTH OF A. C. REMOVAL. **REMOVAL OF A.C. SHALL BE MEASURED AS A STRAIGHT GRADE FROM THE IREC."'•. ►7+`ts''/' NEAREST EDGE OF THE MEDIAN (OVERLAY ONLY)TO THE EXISTING LIP �)F GUTTER. SEE SCHE ;,11E 7YPICAL ASPHALT OVERLA Y DETAIL (WILSON RD TO STINE RD) A`. TS. PAWNG SEC77ON SHOWN HAS BEEN TAKEN FROM R/W EE TABI BELOW EXISRNG CONC. C&G BEGINNING OF PROJECT COLD PLAI/E AREA SEAM TO MATCH FINISH COLD PLANE DEPTH= SURFACE OF EXIS77NG SEE PLAN A LENGTH A.0 04SRL AY DEPTH TOP OF EXIS77NG PA VEMENT CO3^:'°-?ETF OVERLA ✓ STA ITO TNG - ----- ---- .... w µ 10+75 - 23+50 23+50 - 33+20 33+20 - 46+50 GOLD PLANE DEPTH TO MATCH r, i n RECONSIR�IC7EL �:b;n P� Sp -C77 10+75 - 46+50 A. C OVERLAY THICKNESS AT END - EXIS77NG PAVING SEC17C'•N . COLD PLANE M-fiV AT RECONSTRUC77ON AREAS 'WHI TE LNIML SON RD Itv'TERSEC77 �W) --N. 1- S. END OF PROJECT SEE PLANS FOR F wzu rL,,trvc Lcwu m SEAM TO VA TCk FINISH ASPHAL T SURFACE OF EX, STING CONCRETE OVERLAY 0.00' COLD PLANE DEPTH TOP OF PA L`aME NT --COLD PLANE DEPTH TO MATCH EXISTING PA WNG A. C. 0VERLA Y 7 HICKNCSS SECTION (a I TE LN/STINE RD INTERSEC RON) - - COLD PLANE M -IN AT OVERLAY OILY AREAS (K ITE LN/DOVEWOOD ST 114TERSECTiON) PHASE TWO- MEDIAN CONS7RUCTON ALL STREET WIDENING SHALL BE CONSTRUCT ED ERI TO PLACEMENT OF ASPHALT OVERLAY rr'1/4Jt v/vr_— J /PiCG I lCcw/v,) IrTuc_ I/Clty 7PHA INO PLAN WHITE '_ANE N. T. S. File Varve: 9899JAF Drawn: 1AFLORE -_-- PUB LIC �71A i Job No.: T9KO13 Prc! Eng.J,�Fc,..-`_ Date • FEB. 1999 Checked By. QROFESS/pN9 D. CIO E �t3'710 .k Exp. 6-30-02 i VS77NG BLOCK WALL: ', I (-F STA 10+75 TO STA 22+20t._Ir- 9TH CIVIC-� STA 33+20 TO STA 46+50 c� ,,� ,<° '= c , r l-) e c 3 ; r; .r OF CAL\li m R W / E;�`IS -'A 6' G:�f?�,` c� 3t,; 7T -F' T- T` SEE TABLE BELOW *EXISTING 24' WIDE i1't , IS' il(• C'l' �1r,r_ i FABRIC OVERLAY y_. �..� .- i. Cz- •rte v.. - EXIS77NG 17.37' A.0 PA V'; (f?' I,� I=��°>; R,e:A#5fti "NS -> f eifiPI',' i-(;C,I :E ;' 1-1i':E71 G11SFo,',7 7i't_i-1' AND SHEPARD STREET EXIS77NG SIDEWALK WIDTHS 6' WIDE COA c 6' WIDE CONC ONLY 10' WIDE CONCRETE K//A. C TO F'/ 1W X NOR77 a c 0:I E X _ NORTI rIE - X _ NORTI'= tlaE - X SOU77DE EX1ST7,VG t '- "NE PA NG Sit.CTIC 0;11-)' w ,?t? _7(,.__.T,jv1 2' EXISTING CONC. C&G fi *1.28' A. C. REMO VAL A T LIP �1 -T !1'J--;' 6 OF C9ti5'1 45-49'-4 5'-- 4G' ----------_-- RECONS77?UC77ON AND OVERLY /ND Ot HINGE POINTS - 2 #* TRAIG GRAD ut *1.13 A.C. REMOVAL AT .f� ,1♦c r r t � •C-, �{- I i� EXIS77NG ASPHAL T PA VI P IG SECTION C IRI e. CO -U-70 (TyP) R/W k;•' �r C J ', ;�L>I7' 'R(,',IW Lli' (IP- P't-f)P,N TO LIP OF GUTTER TYPICAL W E=r"7 ��::C%1C° • - /. S%Ir'l_E T "„ 6 CI ..h�•,7, a_If'rI")N 2' 36' LMEDIAN W/D ,'? i * PAVEMENT REINFORCING FABRIC ; VARIES- Pil f'A4Pv r I�;:�I��'I?,�t:Y�tTt� F<SFIC 5'-1 SEE PLAN COLDI :Ct' L PLANE 0.20' TYPE 'B' A.C. OVERLAY_ .� VARIES �JEXISTfNG ASPHAL T CONC. --/ - - - MODIFIED M-2 MEDIAN CURB - SEE STREET F:.FIvS ,, i :c1,1,) 'VC ;tff"_s j? ty'U -EI,' (T ✓�) __, FOR PAVING i_ m!7S * til 15,&125 rO S14 TYPICAL tVHjr7 LANE S7777EET S CT7C (S77VE ROAD TO il'007I4 ,t;l.) .:'; WHITE LANE RESURFACING/ ,ST i T � ::�, �: ��e�� .—��,:��:; �� gin; ��:� ;�'.Y�{ b�, :�N��_� SHEET NO. (�.. T (�V") 4') ►'i' s ; ;; ;e r 3 OF 17 'C?'iC.- A ILS MODIFIED M-2 CURB P.G.L. A. C. 0VERLA Y RECONSTRUCTED STREET SECTION EXISTING PAV/NG SECTION - 'AA' * SEE MEDIAN DETAIL SCHEDULE FOR WIDTH SEE PLAN FOR LOCATION MODIFIED M-2 CURB P.G.L. - RECONSTRUCTED ' STREET SEC77ON EXISTING PA WNG MODIFIED M-2 CURB -►I P. G. L. A. C. 0VERLA Y I RECONSTRUCTED STREET SECTION S DETAIL 'A' EDGE Of EXIS77NG PA WNG ISEC77ON N. T.S. 14" * SA WCUT AND REMOVE MODIFIED M-2 CURB //T-8 P. G. L. SEC77ON - 'BB' * SEE MED/AN DETAIL SCHEDULE FOR WIDTH SEE PLAN FOR LOCA TION i ' REC0NS77?UC7ED ow STREET SECTION 11' S DETAIL 'B' EDGEF EXISTING PA V/NG SEC77ON N. TS i MODIFIED M-2 CURB I MODIFIED M-2 CURB P.G.L. P. G.L. A.C. OVERLAY A. C. 0VERLA Y i EXISTING PA VING I EX/STING PA V/NG S DETAIL 'A' SEC77ON - 'CC' * SEE MEDIAN DETAIL SCHEDULE FOR WIDTH N. TS SEE PLAN FOR LOCA TION i MODIFIED M-1 CURB MODIFIED M-1 CURB A. C. 0VERLA Y A. C. 0VERLA Y 771 7 '1771-1 S& DETBLAH AIL 'B' SEC77ON - 'DD' * SEE MEDIAN DETAIL SCHEDULE FOR WIDTH SEE PLAN FOR LOCATION N. TS MODIFIED M-2 CURB P. G. L. - EXISTING PAVING - SEC77ON - 'EE' * SEE MEDIAN DETAIL SCHEDULE FOR WIDTH SEE PLAN FOR LOCA 77ON MODIFIED M-2 CURB — P.G.L. EXISTING PAVING SEE DETAIL 'B' - REMOVE A.C. CONCRETE AND AGGREGA 7F BASE i STANDARD CONCRETE PAD PER CITY OF BAKERSFIELD STD. L-13 BACKFILL WITH GRINDINGS/SANDF/LL I i MEDIAN DETAIL A * SEE MEDIAN DETAIL SCHEDULE FOR WD77-1 SEE PLAN FOR LOCA 77ON NEW A.C. SECTION N. T.S. N. TS. SA WCUT AND REMOVE NEW A. C. SECTION COMPACT TO 859 RELATIVE COMPACTION MEDIAN DETAIL B * SEE MEDIAN DETAIL SCHEDULE FOR WD77-1 N. TS. SEE PLAN FOR LOCA 77ON NEW A. C. SECTION 72 I NEW A. C. SECTION -n 77 Y ' z% r.• a. i I COMPACT TO 859 RELA77VE COMPACON MEDIAN DETAIL C * SEE MEDIAN DETAIL SCHEDULE FOR WIDTH SEE PLAN FOR LOCA 77ON File Name: 9899JAF CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K013 Date: FEB. 1999 Drawn: JAFLORES Proj Eng: JAFLORES Checked By. N. TS QROFESSIONq �4.��OoO�RE D lypi F'y� REGISTERED CI VI L ENGINEER C 33710rn * Exp.6-30-02 CITY OF BAKERSFIELD `!� /Vl 1501 TRUXTUN AVENUE qTF OFCAL BAKERSFIELD, CA 93301 7 2” NEW A.C. SECTION � I In NEW A.C. SECTION i i i I COMPACT TO 859 RELATIVE COMPACTION MEDIAN DETAIL D * SEE MEDIAN DETAIL SCHEDULE FOR WIDTH N. T.S. SEE PLAN FOR LOCA TION WHITE LANE RESURFACING / STREET WIDENING CONSTRUCTION (WILSON ROAD TO DOVEWOOD STREET) 2 6-6 SHEET NO. 4OF12 MODIFIED M-2 C(�RL3 - � MODIFIED M-2 CURB �� I � -� P.G.L. 4.C. OVERLAY -� ( \ I A.C. OVERLAY i RECON) 7T'UC7TD - 1 , STREt"T SECTION EXISTING PAVING SE-CTiON TO REMAIN (t .fil -J E LN) (STA 10+80 TO STA 46+ -TC,) rSECWON SES' MEDIAN DETAIL SCHEDULE FOR WD `e SEE PLAN FOIr LOCATION �--- RECONSTRUCTED STREET SECTION SEE DETAIL 'A'/THIS SHEET MODIFIED M-2 CURB --� I MODIFIED M-2 CURB P. G. L. _� P. G: L. A.C. OVERLAY - I i \ r- A.C. OVERLAY N. TS PROTECT EXIS77NG R/W EX FL TREES (SEE PLAN) LANDSCAPE BERM 4' MAX AREA/ SEE PLAN wo FOR SLOPE AND LANDSCAPE TYPE EX LANDSCAPE BERM REMOVE EXIST SIDEWALK AND EX CONC CURB CURB AND Gb TTFR SA WCUT LINE 2 FT FROM EXISTING LIP OF GUTTER RECONSTRUCT BERM AREA FROM BACK OF NEW WALK 2: 1 MAX NEW PAVING : EC77ON SEE SHEET 2 FOR DETAILS CONST TYPE '8' CURB AND GUTTER CONST CONCRETE SIDEWALK (SEE PLAN) K'D C77 N (CURB AND 1T=-) Q4J * SEE CURB AND GUTTER CONSTRUCTION SCHEDULE FOR Wl TDHS N.TS. SEE PLAN FOR LOCATION EXISTING PA WHIG I- - EXISTING PA VING SEE MEDIAN CONSTRUCTION SCHEDULE/ 7HIS SHEET O FOR MEDIAN DETAIL REFERENCE LA Z7'S , AW DIAN CETAIL SCHEDULE FOR WD N. TSSEE PLAN FOR LOCATION M-2 CURS -� -2 CURB F - G L. --,\ �c 4 i r- P. G L. R/W EX FL EXIS77NG CONC BLOCK WALL PROTECT /N PLACE REMOVE EXIST SIDEWALK AND CURB AND Gb TIER , Sf WCUT LINE 2 FT FA OM EXIS77NG LIP OF GUTTER NEW PA VING ; ,EC 77ON SEE SHEET 2 FOR DETAILS CONST TYPE 'B' CURB AND GUTTER CONST CONCRETE SIDEWALK (SEE PLAN) SECT70N (CURS AND ) * SEE CURB AND GUTTER C0NS7RUC77ON SCHEDULE FOR WIDTHS N. TS. SEE PLAN FOR LOCAT7ON TOP OF MEDIAN TOP OF BACKFILL I---- MEDIAN DEAD. A * SEE MEDIAN DETAIL SCHEDULE FOR WIDTH SEE PLAN FOR LOCA TION TOP OF MEDIAN og)F ESS/ pN� k) CD Tr:=�f: C 33710 3.1 * Exp. 6-30-02 1; C iE�L17 q CI it- �' �`�� 1.�:, ��',� �•;��_:'� OF CAO BA('4KI-=lj'-L 4a`7tt FIC,_gg COAD"AC•T TO � +✓� i t. C%,}i"�'Ja�ci w 2' 'moi 8' MI, �� t-'.�-2'-'. ! __. .ulV AIit ��:,�!r'�=_ TOP OF BACKFILL - ; ,� i3� SE .. 18 wX EXlSI17VG PAVING > d f Al g'. �, 4 T7 %lt ji wr rt •, r� rir %• fEXC" VATE TO 21-5 e?i!� BAC,I' FIr L 1I 1 c,2_ a 1 ; /t i. > J r M1.5-C1AN D TAZIL B - C01t "413T 1C-�.�':_.T'_...._� CC�A4I''Ay;'lI0tJ * SEE MEDIAN DETAIL SCHEDULE FOR WIDTH) SEE PLAN FOR LOCA77ON MODIFIED M -.d') CURB(S) _ PLL i AC OVERLAY / SEE SEC77ON FOR THICKNESS t • � / �` = ` ` `- C' ; "i -'!i' ! OR THICKNESS 10 j EXISTING r -:A a SEE DETAIL B MODIAN CURB- 017 -TAIL �(3Z!'FCT7N ( ,77NT Pel N&c-=W 377N C) I-- �-- %�� -CT E' -X1 S77NG ' SEE` MEDIAN OETAIL SCHEDULE FOR WIDTH TH N. T.S. ' `��E � SC E PLAN PLAN FOR LOt.Ar1t�N ( ).-._____,_._..._..__..._...,.y_._ EX FL R/W JVE-Coy N CONSUWC7740N 403C C- 10' -VARIES ) .-� ° 9�, �-, �. ..• �. . r tr i s NZKH= LANEALIGN XF-Nit _�.,�_..• �-i;4TIG?flJ � I STATION tAND:.,;.AF,t. BERM I= D� MEDIAN AREA/,>E.t PLAN _ , , .:_. , SECTfON'" -�-- SECTION MEDIAN MED/AN 4 MAX �._._ r-� .:�'iIC'b' .lvC' i TA TION WID TH DETAIL ItILI TH DETAIL -CEP I r1-;• W "i; 7I� GC)NI EN TS F RC _ TO FROM TO FOR ;:l CE �� AVD FROM TO _�11+46.3J' 47+83.00 49+74.43 2'�- �; 1, ,' ¢ ,, i`. I �, 7 f4 2 A REMOVE EX/ST SIDEWALK AND EX LANDSCAPE LAND `_:tlf�E TYPE ce;--- 42+ _ v ,,, i , . ,.. Q 4 A 42+41. � 46+30. -, .y _ � ;'.�._,�.,. - 3 : ' BERM �7 r x: �` 11-f O to : 3 12+1300 2 -12 A 49+ 74.43 50+40.00 2 -12 A CURB AND GUTTER 48+02. � 5 50+52. IY Cxil ; ,, 4 6 50+40.00 50+94.25 12'--22' B - ` E:' CONC CURB 51+42.:'5 54+30.L`J' r°s';�' i ;'> '-.�' �: k�:'".cT AT DRIVEN'✓A YS l' 1 >:�.�0 1 �''+3�a. 92 12' 14' B� �� - .." " . __.._... a_._ _,. _..f'- _._..__ 1.t �;a.LC 2 16+4?.5t 1--- 8 50+94.25 51+34.4J 12'-2' A �'- 1�'•I.4'.� �6 16+65.00 14'--1�''' B � 39+78.t�0 45+00.._ �.. �.�� .�;4 K. f n„51+37.65 52+25.86 4 A 9, 1 .-I•E',`; �., 0 17+ 3.�. r��;� 12'-2' A �� 45+00. ti0 46+30.._ , � Iwr`- T• , 52+25.88 53+45.88 4'-14' A 17+ _65 19+18.82 2' A 53+45.88 54+6$.32 14' SAWCUT LINE 2 FT - �- � -- ;; TMS Ju 1T+2.� 1 -'�� A ' FROM EXIS77NG LIP OF GUTTER 47+81.39 49+74.x_ _E r ,4 to / 54+68 32 55+05.18 14 -2 B5J+01./'7',.5 T ' .,-� 19 16 19+56.95 2' 14' B 55+05.18 56+ 12.00 2' A RECON,>TRU.; 3 BE,?M ARA LEFT . �'' 4 `X` ,a TAT DRIVEWA YS 1 t �.; G5 22+2� 00 '4, B FROM FLACK ,PAF I`�.�W WALK '- i 56+ 12.00 56+82.00 2'-12' B p NEW PA14NG SEC _- 2.-1 MAX ,m�7`��. 1°�;..,►b �l;� .��.s�,.��.0��_,4''�� 2 - C'0 2J+22.00 14 A 56+82.00 57+02.00 12 --14 B SEE SHEET 2 FOR DETAILS ' 57+02.00 58+81.44 14 B CONST TYPE 'B' CURB AND GUTTERJ :3,TATION c r} �- _ x,.• ,fa 29+91.00? 14 -� 12 A . 58+81.44 59+05.00 14 --12 B _ G '.II r�.r� °E�t� > It) z . .Y MEN TS C`0 70+5,7.38 12'--2' A 59+05.00 61+51.56NZ/_jIZ-2' AGONST CONCRETE SIDEWALK (SEE PLAN) FR01�f TO''+573i ' 'F� 15+65.'i0 17+29.... ,1 €.� ; �"! ,�'4 �_� 2 B Ili% RCA, A ., Nl�� LE.- � r �,C7°�CN (CU AND C JT A ) - ' = .,��a+34.37 2 A 18+29.,?4 19+24.1,'a' .�_ . �} STA TION MEQ►JAN MEDIAN 4 * SEE CURB AND GUTTER SCHEDULE N. T. S: A T DRI VEWA YS ,�,. �.,, - A SECT - ,- __. 49f10TH DETAIL .TEE PLAN FOR LOCA7T0tl 20+76..3 22+69.= _. C'0 36+24.32 12'---14' B FROM TO 22+69. t;D 23+90.°<<�' '-f��;,``4 t, '•_ i' 36+"�.,, ,2 :9+27.05 14' B 14+65.00 15+80.00 C//4 2'--4' A 15+26.00 16+43.F�,2 Fri' -17' -f4 41+74.78' 14'--18' B 15+80.00 17+2.9.00 4'-2' A ! .,rLiT 4 ? 1 /74 r8 41 +82 00 18'-12' B ��I T �.="-'1 AT DRIVEWAYS 19+35.00 CA 20+75.i7 22+65. ,; r' ' tz - . f ; 20+16.18 22+6700 2 A �.� Fl,! , � - __ ,_�� -> -� 1 18.:. �0 42+17.01 72 �-2 A 22+65.ta0 23+85...., _a, ,� t ,:. C,.l.. 1 AT DRIVEWAYS 'f2q- ()1 42+31.03 2' A 22-1-67.00 23+30.00 �.� 2'-14' A � A IN I I NO. 5 � 4 4"'l -_1's 59 44+51.91 4' A 23+30.00 23+87.00 12'-20' B File Name: 9899JAF Drown: JA110M:` - 3--_ �. ,a ��i # ` '�° ��0fi�" ', „�° � � ,-. ACiN / �,�nr �� ,�_ . ' '�,,.� w ,�� . ; o � SHEET N0. OF EIA Job No.: T9K013 Proj Eng: JAFL()IEr"C� IC W�fN OA TO D. 1'4 Dat %- FEB. 1999 Checked By CTC ' l' Com- j �� .7 /T 4 OF 17 QCONSTRUCT MODIFIED MEDIAN ISLAND OPENING PER MEDIAN ISLAND PA WNG EXCA VA 77ON RECONSTRUCTION AREA - SEE STREET RECONSTRUC77ON PLAN SHEET 13 BASIS OF BEARING THE E /4 CORNER AND THE CENTER SEC77ON OF SECTION 15 T.30S., R. 27E. WAS USED AS THE THE BASIS OF BEARING. BEARING = N 8857'50"W BENCHMARK i ,�. RED HEAD NAIL AT THE SW RETURN OF S77NE ROAD AND WH/TF LANE . BENCHMARK ELEVA770N=371.77 NOTE CONCRETE MEDIAN ISLAND ALONG WHI7E LANE TO BE CONSTRUCTED PRIOR TO ASPHALT OVERLAY GENERAL NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR SET77NG TO NEW FINISH GRADE ALL EXIS77NG MONUMENT LIDS AND PADS, SEWER/STORM DRAIN MANHOLES, CLEANOUTS, VALVE BOXES AND CONCRTE PADS EFFECTED BY COLD PLANE AND/OR OVERLAY PROCESS. ALL STRIPING SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED JULY 1992 INSTALL FIRE HYDRANT MARKERS AS SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL EXIS77NG MARKERS WITHIN THE RESURFACING PROJECT LIMITS PRIOR TO THE OVERLAY PROCESS CDB STANDARD NOTED ON PLAN II vL.0 O`u`i INSTALL FIRE HYDRANT MARKER(S) OINSTALL 1-2" SCHED 40 CONDUIT AND 1-6" 5CHED. 40 CONDUIT W/ PULL STRING(S) AND TYPE 5 -IRRIGA TION" PULL BOX BEHIND CURB (SEE D TL/ SH T 2) OINSTALL 1-4- SCHED 40 CONDUIT W/ PULL S7RING <3>INSTALL TYPE 5 "TRAFFIC SIGNAL" PULL BOX OSAWCUT AND REMOVE EX. CONC SIDEWALK/C& MATCH EXISTING /REPLACE PER COB STD S-1 S-3 ORELOCATE POLE AND SIGN PER COB STD T-1 < PARKING LOT LIGHT (PROTECT IN PLACE) OCONST COMBINATION TYPE SIDEWALK PER COB STD S-3 Og EXIS77NG UTILITIES -TO BE RELOCATED BY UTILITY COMPANY CONST MODIFIED M-2 MEDIAN CURB PER COB SID S-36 11 REMOVE TREES AND REPLACE PER SPECIAL PROVISIONS QCONSTRUCT CURB AND GUTTER PER COB STD -1 QCONSTRUCT MODIFIED MEDIAN ISLAND OPENING PER MEDIAN ISLAND PA WNG EXCA VA 77ON RECONSTRUCTION AREA - SEE STREET RECONSTRUC77ON PLAN SHEET 13 BASIS OF BEARING THE E /4 CORNER AND THE CENTER SEC77ON OF SECTION 15 T.30S., R. 27E. WAS USED AS THE THE BASIS OF BEARING. BEARING = N 8857'50"W BENCHMARK i ,�. RED HEAD NAIL AT THE SW RETURN OF S77NE ROAD AND WH/TF LANE . BENCHMARK ELEVA770N=371.77 NOTE CONCRETE MEDIAN ISLAND ALONG WHI7E LANE TO BE CONSTRUCTED PRIOR TO ASPHALT OVERLAY GENERAL NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR SET77NG TO NEW FINISH GRADE ALL EXIS77NG MONUMENT LIDS AND PADS, SEWER/STORM DRAIN MANHOLES, CLEANOUTS, VALVE BOXES AND CONCRTE PADS EFFECTED BY COLD PLANE AND/OR OVERLAY PROCESS. ALL STRIPING SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED JULY 1992 INSTALL FIRE HYDRANT MARKERS AS SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL EXIS77NG MARKERS WITHIN THE RESURFACING PROJECT LIMITS PRIOR TO THE OVERLAY PROCESS CDB STANDARD NOTED ON PLAN II CN l00 (oQ 4 :94 wQIIW LF F.H. +Qom I I + - - A �� A .i J — io •x •h. i x' vJ C 4 L4 Z - -- -- --- - -- - — — — — — — — — — — — —— — — — — — — _ _ _ — — — — _____--___ _______________________________________________43=====r=====_________ Cc Ci o� �_Q4a) Pt (6 v� o Na Wv) o .ka t6 C'4 o QO t p� 06 N_ C� w C7 co - WHITE LANE 00ESS/ONq REGISTERED Cl VI L N GI NEER 33710rn * -Exp. 6-30-02 CITY OF' BAKERSFIELD `''q7 Clvl\- 1501 TRUX TUN A VENUE F OF CA1-\F BAKERSFIELD, CA 93301 SCALE. • 1 -40 zoo II II Z tie �o�c (+ �O to ti a ad �ll"q QAI 00 co 0 0 5 ao o Q O s I +� II II ,n N �� r 94 LF `� 2O .6, 0,0 10 — CONSTRUCT MEDIAN OPENING / �- PE COB SID T-8 Q1 2 94 LF / O — - 25 a, 0 — / 1\ T m • eh / .. / 2w Lu -- _ -,- __ -- ---_-_ - -- --- - -_--------- - ----------------- ------------ - - - - -- ---------- - ----- SQ/wA INSTALL R� o k INSTALL R10 SIGN PER o h cc COB SID 2 w SIGN PER `� k„ t 80, w . 4 W o ►•� v COB STD T-8 N 4Q kU - ao + m `6 o w o w Cv/3 si?a T 8 kali + v „4t, iC�/5 + mN N �+ Cbl V O r:•;., WHITE LANE CITY OF BAKERSF/ESD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: tOk011-3-wh Drawn: JAFLORES Job No.: tOk011 Engineer. JAF Date: 09/28/00 Checked By. ADDENDUM NO. 5 WHITE LANE RESURFACING/S-I - WIDENING CONSTRUCTION SHEET NO. MEDIAN ISLAND/CONSTRUCTION-WILSON ROAD TO STA77ON 29+10 5 OF 17 f . j i - - ----- - - - - - -------- -------- MH _-. - l ALL EXISTING MONUMENTS, MANHOLES, CLEANOUTS, VALVE BOXES EFFECTED BY COLD PLANE AND OR OVERLAY SHALL BE RAISED TO GRADE. ALL STRIPING SHALL CONFORM TO CALTRANS STANDARD PLANS DATED JULY 1992 INSTALL FIRE HYDRANT MARKERS AS SHOWN. THE 7 /4 CORNER AND THE CENTER SECTI ' ,%l ff, SECT ON 15 T JOS., R. 27E. iaYAS USED AS r,,�j_ THE , 3A SIS OF BEARINC BEAR rNG = N 88 57'56 "W E-4ENCH11ARK RED MEAD NAIL AT TH_ SW i?ETURN 0- ST �e�- ROAD AND WHITE LANE . BENCHMARK ELEVA TION= _ ,' 7'1. 1-`7 ---------------- -- ----- -- --------- -------------- ----- - - - . - - -------------- ----- ----------------- - ----- ------ - --- -- -- - c O 2 e� y��3 Pti Cc V N + THE 7 /4 CORNER AND THE CENTER SECTI ' ,%l ff, SECT ON 15 T JOS., R. 27E. iaYAS USED AS r,,�j_ THE , 3A SIS OF BEARINC BEAR rNG = N 88 57'56 "W E-4ENCH11ARK RED MEAD NAIL AT TH_ SW i?ETURN 0- ST �e�- ROAD AND WHITE LANE . BENCHMARK ELEVA TION= _ ,' 7'1. 1-`7 ---------------- -- ----- -- --------- -------------- ----- - - - . - - -------------- ----- ----------------- - ----- ------ - --- -- -- - 511 INSTALL FIRE HYDRANT MARKER(S) INSTALL 1-2" SCHED 40 CONDUIT AND 1-6" SCHED. 40 CONDUIT W/ PULL STRING(S) AND TYPE 5 "IRRIG,� i TION" PULL BOX BEHIND CURB (SEE DTL/ SHT 2) INSTALL 1-4" SCHED 40 CONDUIT W/ PULL STRING <?> INSTALL TYPE 5 "TRAFFIC SIGNAL" PULL BOX SAWCUT AND REMOVE EX. CONC SIDEWALK/C&G MATCH EXISTING /REPLACE PER COB STD S-1, S-3 - --- - - s B ----- ---------- -- - - - - - 2k m -- ---------- --------- ---- _. ... - - - ------------------- ---- -- - _ _..-. f 7/ / - f - - - - - - - - - --- — - / � M.H. am A- ------- -- - - --- -- A 4 IN ---------- ---- --- rr 4� C'Ni=E _ C 33710 rn 1 i_xp. 6-30-02 50/ ��3a'11��.�'.�� _ : �� _.3 J`! OF CAL 1 a File Name. tOk0ll-3— Nh Drawn: JAF! ORS _ 7'?,-) SHEET No WHITE LANE . Job N®.: tok011 Engineer: SAF .SI EI'l C.� PUBLIC C .4DatE: 09/28/00 Checked By4 IANl� NO/CCN C1,W,..C..i ) 7� � 5 OF'12 c O \ e� y��3 Cc V +p + 511 INSTALL FIRE HYDRANT MARKER(S) INSTALL 1-2" SCHED 40 CONDUIT AND 1-6" SCHED. 40 CONDUIT W/ PULL STRING(S) AND TYPE 5 "IRRIG,� i TION" PULL BOX BEHIND CURB (SEE DTL/ SHT 2) INSTALL 1-4" SCHED 40 CONDUIT W/ PULL STRING <?> INSTALL TYPE 5 "TRAFFIC SIGNAL" PULL BOX SAWCUT AND REMOVE EX. CONC SIDEWALK/C&G MATCH EXISTING /REPLACE PER COB STD S-1, S-3 - --- - - s B ----- ---------- -- - - - - - 2k m -- ---------- --------- ---- _. ... - - - ------------------- ---- -- - _ _..-. f 7/ / - f - - - - - - - - - --- — - / � M.H. am A- ------- -- - - --- -- A 4 IN ---------- ---- --- rr 4� C'Ni=E _ C 33710 rn 1 i_xp. 6-30-02 50/ ��3a'11��.�'.�� _ : �� _.3 J`! OF CAL 1 a File Name. tOk0ll-3— Nh Drawn: JAF! ORS _ 7'?,-) SHEET No WHITE LANE . Job N®.: tok011 Engineer: SAF .SI EI'l C.� PUBLIC C .4DatE: 09/28/00 Checked By4 IANl� NO/CCN C1,W,..C..i ) 7� � 5 OF'12 ff- 6, - INSTALL FfPE_ HYDRANT MARKER(S) GEMERAL 1110TES: EASS OF INSTALL 1-2" SCHED 40 CONDUIT AND 1-6" SCHED. �`49 )"HE CEV7FR SECTION OF iWE iE 4 CORNER " CONTRACTOR SHALL BE RESPONSIBLE FOP SETTING TO 40 CCNOUIT W/ PULL STRING(S) AND TYPE 5 'VRIGA770NO MEDIAN ISLAND PAVING EXCAVATION SECTON 15 T.. OS. i-1, 2,7t i,41Al, USED AS THE NEW FINISH GRADE ALL EXISTING MONUMLY,ITUDS AND PULL BOX, BEHiND CUR3 (SEE 07Z./ SHT 2) THE 3ASIS OF BEAi,,P,lG' PADS, SEWERISTORtof DRAIN MANHOLES, (14'-EANOUTS, INSTALL 14� '50qE0 40 001VOUIT W1 PULLS TF (NG BEAA!NG = N 68 5,, 5 VALVE BOXES AND CONCRTE PADS EFFECIED BY COLD PLANE AND/OR OVERLAY PROCESS. RECONSTRUCTION AREA SEE STREET RECONSTRUC770N PLAN 4 > INSTALL TYPE 5 "77?At-FIC PULL BOX SPEE T 13'N EI�q< 0, STANDARD PLANS DATED JULY 1992 ALL STRIPING SHALL CONFORM TO CAL 77?iNS ENCHAWA1`5� S,414C.LIT AND f,"EIVOI/f E NC SIDEWALKIC&G RED MEAD NAL AT !'HE 3WRE� URN OF S77NE ROAD MATCH EXSPNC IPEPLACE PER COB SID S-1, -3 AND WHITE LANE �`TN"'IMARK ELEVA770N=371.77 INSTALL FIRE HYDRANT MARKERS AS SH(l!VN. ;✓ RZLOCATE POLE ANO MGN PER COB STD T-19. CONTRACTOR SHALL BE RESPONSIBLE FOA' REMOVAL PARKING LOT LIGHT (PROTECT IN PLACE) OF ALL EXIS77NG MARKERS WITHIN THE Rf,3URFACING PROJECT LIMITS PRIOR TO THE 0 VERLA Y PROCESS. > CONST CO.V8!NA T (A-V TYPE SIDEWALK PER COB STD S -J Ills, EXISPNIC, UT,1077ES- TO BE RELOCA TED BY U77LITY COMPANY CONS T MCDIFIED M-2 MEDIAN CURS PER COB 5 7D S-36 /NAN ISLAND ALONG WHITE LANE'JN REMOVE TREES AND REPLACE PER SPECIAL PRC VISIONS CONCRE rE M, 11 TO BE C 5 EMT TO ASPHALT OVERLAY RE, ON L CONSFRUCT Ct." AND afTTER PER COB SID 5 1 CONSTRUCT MOOT, -IED HEDIAN ISCLA!0 OPENING ER 11 1 COB STANDARD NOTED ON PLAN -E Q) ui X of z 4 (6 6,_ 11 94 L� L `>-- F F.H. - -- ----- ---------- ------- ---------- ------ 0 MA �D f:AA A --------- --- --------- - --------- I ------- I - ---------- ------- - ------ - ------ - ----- --------- ...... .... - ---- ---- ---------- ---------- --------- ------ --- ------- - ----- --------- - ------ -- ------ ----- ---------- ---------- ---------- ---------- ---------- --- ------ ---------- ---------- -------- ------------- --- i. r!r7 77r7-7777 4 -v HE 1,4 4 -------- ---------- ---------- ---------- --------- •----------------- I --------- ---------- --------- --------- ..... .... --------- ---------- -------- ---- ------------------ --------- -------- --------- --------- ----- -- --- ---- - ------- I ---------- ----- I ---------- ---------- --------- I --------- ---- ----- --------- --------- --------- --------- --- ---- --------- ---------- ---------- --------- ---------- cl - --------------- - --------------- - - - - - - - -- - -- - -- - - - - - - - - - - - - - - - -- - -IT A- - = \-=- f rT ci Q) ®"kW N Q) ka uk, k6 NQ zto 0 z o Z Z Q1 C) i3 Lu + + + — ---------- -------- ------- - ---------- -------- -------- - --------------------------- --------- --------- — ------ ---------- --------- ---------- -------- - ---------- ---------- ....... - -1- ---- --------- I --------- ------- ------ I - ---------- --------- ------ ---- -------- ---- -- VIH17 0 Em L A N1 F z Q) aiIN V.: cu 1 N + = I{ !{ +: + + <> CO 7STRUCT MEDIAN OPENING ► PER COB STD T-8 cl) <�> 94 LF r—A LQ ---------- f4 --------- - -------- ... --- ---- --------- --------- -------- ----- ---- -- --------- --------- --- - ------ --- ----- ---------- ------ --- -- -------- - ----- ... ...... -------- --- ------ - ---------- ---------- --------- --------- ---------- ... . ..... -------- ---------- --------- --------- --------- 7777;;x ha n �j. L,4 L,4 / / / --- --------- ------- - --------- -- ---------- --- -------- ------ - ----- - -------- - -------- ---- -- -------- .... ---- --------- ......... ---- --- .......... ---------- .......... ----- -- -------- Lj v no -- --------- --------- — -- ------- --- -1- -- ---------- ------ - -------- ------ --- ----- - --------- ---------- — — — — — — — — — — — — — — — — — — — — — — — — -- ------- 41 - - - - - - - - - - - - - -- & - - - - - - - - - - - - - - - - - - - - - — — — 7/ hl,fSTALL R ci INSTALL RIO S Lij SIC'N P.ER SIGN PER z C/03 ST) 7116 Z COB ST9 T-8 < > +06 L CC U LLJ L't Qj L tA + wo --------- ---------- ------ --- - --- --------- -------- ------ --- --------- --------- ------ ------ - -- ---- -------- -- ---------- --------- ---- --------- ----- - -- --------- -------- ------ ---------- ------ - - ----- ---------- --------- - ------ ---- - - ---- ---- ------- - ---------- / I o 94 LF A 2 + V- - -- -- - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - q>94 LF ni 400% ?7wY omil, *110 a c, �,OFESS/0,� D. V_ - 6 1 to ri 11".1! Vill- 33710 11 Exp. 6-30-02 l?'c -C C I v I 'VE-Nt, JE' OF 5 3 MNO..5 le Ncme: t0lk011-,3-wh Drown: t)At'L(,SHEET No. Virly 117-E LA NE REuco,"U77F--A CINGIsm I =-=,--T Wific, ,i E.. ,, IV � A 01311 W. i �7 CA L IFORNIA PUBLIC WORKS DEPARTMENT :�)b No.: tOk011 Engineer. dxlf 10 D 7te: 06�12,3100 Checked Ry. AIMEMAN ISLAN-D/CCPt'�,.-�>77?UC77ON-IIILSO.4V RVAD M,),"Ell' 5 OF 17 -...-_...,§� �"• -�� FU7L'RE TRAFFIC CONTROL ` v � r- � / ,P. 60 L.F.. REMOVE' E1,lST,N,� � � {•69.15 EX Pi CROSS GUTTER - ASA TCH EXIST. I EX CB - v �'t ' 3�r;9? NOR FE_ c€ �._ I -JSZ80 C _.P FL Y•l q.:ya �' i C:CVS T 1, 4 LF -11 " CL 3 368.e1_�''' S.D. P/17L '361a'18 EX PG _ 110 IF }'- ._... 2-13" SD ... _ ...363 81 -NE Ps 24" s � 63.28 E PE 1�1.M, to � - Epi': �73N•s � ''%:' �';;,, ;f';;;; c col O A4 0 .r ONES 368. 08 FL 4 A TCH EXIS TING l'►fs�,T7 .NIG l �d . � - N ti �,�'ES't,Rc'ACING= A??E,4S NOT SHOKr�' FOR CLARITY) 51-f .�:HE'ET 2 FOR CONDUIT TRENCH DETAIL RE-7URV DATA 8; `=,39.60 L=31.76 ro;=25 33 Ton -20.35 r_. � 9� /9 00c� R-25. 7an R-27.00 ;1.55 Tart -24.70 5 5 1? Gni R-251,00 5.G00 3 5. L� 39.,28 . r 3v 77 -. D1 � 2�B �; :�• _ i tiQ. R•-30. tit) >.==gra 10 L-44'.12 1 -25.84 Tan -29.01 S �C Rxz..Bll.00 I�� IS-rI¢J.00 s ' -: sa 1 i6-7-2$.,37 lim-31.94 --8547'4-2' pp X93 J'T� M ER 60 LF EXIS77NG 4" Q 3 INNERDUCT W ;� 7 (( c,3 _, .,. N cn o rm aa;� Z --- --- + _ O o fi CONST 10 LF -18" CL 3 S.D. PIPE rn --- OF - EET------------- AND q OF CONSTRUCTION r � � EXISTING m SEWER LINE ►� d W 4O _.__. ----___ + �. 3 Fa 118 LF EXIS77NG CATCH BASIN w� _._ _._..•____ _ _ ______ ___.-,,.-. _ CONSTRUCT WHEELCHAIR RAMPS ,368 1 FL AND SIDEWALK AT ALL FOUR RETURN a MA TCH EXISTING W"TH TYPE 'B' ASPHAL T PA WNG 1 "-3D' 4 ESS/DN D. <11 1 INSTALL FIRE HYDRANT MARKERS ME -01A/4 IS.AND PAVING EXCAVA77ON ""` `1;' `P_ E 1. :.j' a i�._� al'°,l ~�` C- "f rn 2 INSTALL 1-2 SCHED 40 CONDUIT AND 1-6.. SCHED, ? s' , N ` 3 710 40 CONDUIT W/ PULL STRING(S) AND TYPE 5 IRRICA77ON � .. Exp. 5-30-02 PULL BOX BEHIND CURB (SEE D7L,I SHT 2) � �F, l=e'L cP;x Ac sEcnON, �y -A: ► �- 9 CIV11. P STRING r ,. INSTALL 1-4 SCHED 40 CONDUIT W PULL s V / r 1. r , . <' � !r E F 3 /� F a C/� e� .....� �iw law _. � , _°3. G 1 INSTALL TYPE 5 "TRAFFIC SIGNAL" PULL C� BOX __.____.-. RE��;oNfST7; Ucn®N AREA - SEE SA WCU T AND REMOVE EX. CONC S'DEWALK/C&G STEE` Rj _ CONSTRUCTON PLAN G. ENEMAL NO MATCH EXISTING /REPLACE PER C )B STD S-1, S-3S:�EET 13 , L` CONTRACTOR SHALL BE RESPONSIBLE /"_;f/t' S"711Nl ;;► ,-_'' � �' `--=��:,=`= t_' .► RELOCATE POLE AND SIGN PER CC'B STD T-19. NEW FINISH GRADE ALL ! XIS77NG MONO; .` bV T "10 ' ,(kQ' T�' :- - /4 '!:Oink,` R A=10 71!f SEC77ON OF PADS; SEMER/STORM DAMN MANHOLES, GL EA!R-C1l �; SE 17"fill If %:5.'S. k It r3 5 USED AS THE 7 PARKING LOT LIGHT (PROTECT IN PLACE) VALVE BOXES AND CONC ?TF PADS EFFa ;:I:C ?Y C.911411T,L''Y' i El ?lI`:C: PLANE AND/OR OVERLA PROCESS gC ,. rE�s p, s ;•� 7• r j �r CONST COMBINA77ON TYPE SIDEWAi.K PER COB STD 3-3 ALL STRIPING SHALL CONFORM TO CAL iRkO fS EXISTING U77LI77ES-TO BE RELOCA'TD BY U77LITY COMPANY STANDARD PLANS DATED JULY 1992 y INSTALL FIRE HYDRANT iVARKERS AS Sc` 104N• RLD 11171i'7 WAli_ A ' T!Ic. c'' t E'a741N OF S77NE ROAD CONST MODIFIED M-2 MEDIAN CUES B PER COB STD 5-36 O Ah -0 �4'1,'i7 L11Iv7 . 8171''�''Wll�'�K s:CEVAnON=371.77 CONTRACTOR SHALL BE n'ESPONSIBLE f t �{' .4E<��_ )i�,AL 11 REMOVE TREES AND REPLACE PER SPECIAL PROWSIONS OF ALL EXIS77NG MARKEP5 WITHIN THE d-5uI; TING . 143p, -'T --)PM DR,V ' LINES MHTIF (R,':-SURFAC1A,'G AREAS NOT SHOWN FOR CLAF,1TY SEE Sl-'Ef: T " FOR T 5PENCH DETAIL 10F B.-idir...ERSFIE In i F,/%, I EXISTING " SEWER LI A E EXISTING 4" INNERDUCT Vgof E SS 0, rn G \1 C 33710 NOTE -S.- ALL EX13771IG MONUMENTS, STORM DRAIN AND INSTALL FIRE HYDRANT MARKER(S) xp. 6-30-02 SSE�ER MAIIHOLES, CLEANOUTS, VALVE BOXES i'.CTED 3Y COLD PLANE AND OR OVERLAY C/ SHALL OE ?AISED TO GRADE. cm INSTALL 1-2" SCHED 40 CONDUIT AND 1-6' SCHED. j �,'EPJJI' CF CA 40 CONDUIT W1 PULL STRING(S) AND TYPE 5 "IRRIGATION" PULL BOX BEHIND CURB (SEE D 7L/ SH T 2) ALL ST1,301,/G SHALL CONFORM TO CALTRANS 5 TA!'VDA,?D PLANS DA 7ED JUL Y 1992 OINSTALL 1-4" SCHED 40 CONDUIT W1 PULL STRING 10 INSTALL TYPE 5 "TRAFFIC SIGNAL" PULL BOX ,3t O r.'`�--rlf---- /4 7�"!-',i,,'t`/vi-1-,' tA10 "H,'- C�-'VITP .51-CT'ON OF SCALE. 7=40 ".3(:";, i_. ? 'E. K -i.3 .3E -f) AS THE SAWCUT AND REMOVE EX. CONC SIDEWALKIC&G MATCH EXISTING /REPLACE PER COB STD S--1,S-J ov(:° Y 8! 'j SEE -WH17E LN/Gf'1SSOM ST IN7FRSECTION"- 7qlS SHEET --- --- -- -- --- ---- --- -- --- --------------- - - -------- - ---------- ---------- --- ----- --------- --- ----- -------- J4 55 -- --------- ---- ---------- -------- ------- -------- - ----- -------- -- - - - - - ---------- ---------- -- ----- ---- ----- ------- cr- Q) Z 1c) Q) WHI -Ir IF L A NE J7 TH-7 3W R,,7'Ci�14 '-NE ROAD AM,' 4fiiTt- L,, N'c- NEWSnNE- ROAD SMF SHLMT 8 cif371rVEt T s -rhN 7-- ROAD $III ff A� SEE 6:'HZET 8 Gr %'= T717 - Name.- t,9k011-J-,vh Drawn: dAF7071-E',SHEET NO. '(3 -T ,lob No.: t0k011 Enyineer. )AF V VHI TE L A N E RES URFA CA IS TRE, E- 1A A- f i. if�- 6 OF 12 Date: 09/--,8/00 Checked By. MEDIAN ISLAA'DICONSTRUC770,V—STo!i77ON 294,: 9 T0,"T",A-,77(::)fV z 41 som w aw" c & a O CO N I to COVSTFVCT WWV� AND CUM 4' AWN OF al= C * G V"mw Rf 11' X,1:1111vs ASLOW LO rl- 6 NEWSnNE- ROAD SMF SHLMT 8 cif371rVEt T s -rhN 7-- ROAD $III ff A� SEE 6:'HZET 8 Gr %'= T717 - Name.- t,9k011-J-,vh Drawn: dAF7071-E',SHEET NO. '(3 -T ,lob No.: t0k011 Enyineer. )AF V VHI TE L A N E RES URFA CA IS TRE, E- 1A A- f i. if�- 6 OF 12 Date: 09/--,8/00 Checked By. MEDIAN ISLAA'DICONSTRUC770,V—STo!i77ON 294,: 9 T0,"T",A-,77(::)fV 41 som w aw" c & a O CO O NEWSnNE- ROAD SMF SHLMT 8 cif371rVEt T s -rhN 7-- ROAD $III ff A� SEE 6:'HZET 8 Gr %'= T717 - Name.- t,9k011-J-,vh Drawn: dAF7071-E',SHEET NO. '(3 -T ,lob No.: t0k011 Enyineer. )AF V VHI TE L A N E RES URFA CA IS TRE, E- 1A A- f i. if�- 6 OF 12 Date: 09/--,8/00 Checked By. MEDIAN ISLAA'DICONSTRUC770,V—STo!i77ON 294,: 9 T0,"T",A-,77(::)fV COMPACTION. PROIECT IN PLACE SA WCUT 2' OUT FROM GRASS BERM AREA NEW DR/VE AREA AND MATCH EX AC PA WNG (60 LF) GRASS AREA EXISTING CONC CURB / � � � � � AC PA VING� � ^ ` J I I 1 EXIS77NG CONC CURB R/W REMOVE EXIS71NG CONC CURB AS NEEDED / REPLACE AS DIRECTED EXIS77NG 777?AFF/C DETAIL SIGNAL CONDUIT 8 wv -t .:'_ l`_20' EXISTING BLDG R-25.00 � 1 N + a 00o A-90172'35" 11 O J c� m _ 2 0 + � A-9177'55" zJ CJ � Q l`_20' EXISTING BLDG +74.43-9RT 3EGIN 18 x 120' BAY TAPER 49 R=6000' rA CONST HAND/CAP RAMP (CASE C2) PER COB STD S-41 — wv GRASS AREA EXISTING CONC CURB EXlST7NG CONC CURB AND GUTTER I I� CONCRETE PAD j IX X GRASS AREA AC RA WING w \ 9 PROTECT IN PLACE GRADE' D/RT AREA TO MATCH NEW CONSTRUCTION (1155 SOFT) PR07E'CT IN PLACE 9 SAWCUT 3.5' OUT FROM REMOVE AND REPLACE NEW DRIVE AREA AND MATCH \V EX AC PAVING (72 LF) M-2 CONC CURB PER REMOVE EXIhNG CONC CURB AS DIRECTED COB STD S-36 (13 LF) DETAIL TIE INTO DRIVE APPROACH (5 LF) 1 "=20' NOTE CONCRE7F MEDIAN ISLAND ALONG VYH/TE LANE TO BE CONSTRUCTED PRIOR TO ASPHALT OVERLAY Cf l R-25.00 11 1 —12 QTY -6 a III A-90172'35" 11 O J -_D Q 0 + +74.43-9RT 3EGIN 18 x 120' BAY TAPER 49 R=6000' rA CONST HAND/CAP RAMP (CASE C2) PER COB STD S-41 — wv GRASS AREA EXISTING CONC CURB EXlST7NG CONC CURB AND GUTTER I I� CONCRETE PAD j IX X GRASS AREA AC RA WING w \ 9 PROTECT IN PLACE GRADE' D/RT AREA TO MATCH NEW CONSTRUCTION (1155 SOFT) PR07E'CT IN PLACE 9 SAWCUT 3.5' OUT FROM REMOVE AND REPLACE NEW DRIVE AREA AND MATCH \V EX AC PAVING (72 LF) M-2 CONC CURB PER REMOVE EXIhNG CONC CURB AS DIRECTED COB STD S-36 (13 LF) DETAIL TIE INTO DRIVE APPROACH (5 LF) 1 "=20' NOTE CONCRE7F MEDIAN ISLAND ALONG VYH/TE LANE TO BE CONSTRUCTED PRIOR TO ASPHALT OVERLAY Cf l R-25.00 11 1 L=39.29 11 I Tan -25.02 III A-90172'35" C12 R-30.00 L-47.80 Tan=30.69 A-9177'55" GENERAL NOTES- OOF ESS/av p <ell REGISTERED CIVIL ENGINEER C 33710 K - * Exp. 6-30-02 W.. Y. CITY OF BAKERSFIELD `��q) C1V1L 1501 TRUXTUN A VENUE F OF CA1-\F BAKERSFIELD, CA 93301 CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING TO NEW FINISH GRADE ALL EXISTING MONUMENT LIDS AND PADS, SEWER/STORM DRAIN MANHOLES, CLEANOUTS, VALVE BOXES AND CONCRTF PADS EFFECTED BY COLD PLANE AND/OR OVERLAY PROCESS ALL STRIPING SHALL CONFORM TO CAL TRANS STANDARD PLANS DA 7FD JULY 1992 INSTALL FIRE HYDRANT MARKERS AS SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL EXIS77NG MARKERS WITHIN THE RESURFACING PROJECT LIMITS PRIOR TO THE OVERLAY PROCESS. BENCHMARK RED HEAD NAIL AT THE SW RETURN OF S77NE ROAD AND WH17E LANE . BENCHMARK ELEVA7I0N=371.77 SCALE. • 1 "- 40' BASIS OF BEAR/NG THE E /4 CORNER AND THE CENTER SECTION OF SECTION 15 T.30S , R. 27E. WAS,USED AS THE THE BASIS OF BEARING a' / _j i W 1 BEARING = N 8857'50"W 1 / 0 cm-, a 9 CABLE ►� I "� �' U o I I. 5 OI �W �� o Q ,� m >.� i N Q z / z a �� Q Q i LEGEND/NOTES N O O O Il\ N ;: '�'�� FULL DEPTH AC SECTION + ~ i Z ~ lV Z ,x Q J ~ Q INSTALL FIRE HYDRANT MARKER(S) �� 5 �U + + oo m 8 (� Lo. Q m o J Z z 2 INSTALL 1-2" SCHED 40 CONDUIT AND 1-6" SCHED. " d O / o� - MEDIAN ISLAND PAWNG EXCAVA77ON O 40 CONDUIT W/ PULL STRING(S) AND TYPE 5 IRRIGATION 10 4 6 8 4` + W m ao O c°o ' A :'f. PULL BOX BEHIND CURB (SEE DTL/ SHT 2) +3 .43-8.9L �' - + U v + W _ 50 97 LFO2 e 7R OF 1 RAD -<a> 3 INSTALL 1-4" SCHED 40 CONDUIT YY/ PULL-S1R/NG O COB T-9 4 c - - - - - _ _ RECONS7RUC7TON AREA SEE �� : A 12 —v STREET RECONSIRUC170N PLAN /A/CTd/ / TYPP 9 "TRAFFIC C/r`AlAl " P[// / RnY 5 6 �_ "' V CONST COMBINA 77ON , TYPE SIDEWALK PER COB STD S-3 U 5 ,� c11 ___�___ o = v I 2 a1 "r Vin' 21 4{ ``��- _ _ ►l"[ w r' x. . ' \ - _ - - - - Q ORI EXISTING U77LI77ES-TO BE RELOCATED �Y U77LITY COMPANY 2 2 co ---__- O 111 11 r_� o o - �N '�-.� �tY j � O II o-_-� _ -_--~ �_ N I 2 ( h ^o I I N coo O I \ II �� 8 e +30.00-45' RT - _<9>CONST MODIFIED M-2 MEDIAN CURB,. ,PER COB S7D S-36 o I III •�� I �__ N III - - - - - - - -� + 1 + + \ I �' III MA TCH TO EXISTING CONST STD CROSS "� \ I N °,° I v + U DELIVERY DRIVEWA O III \ �� \ SHOPPING CTR 11 REMOVE TREES AND REPLACE PER SPEC/AL PROVISIONS I I ap GLY TIER PER COB SHOPPING CTR I I \lk III \ \ 1 OF 2 DRI VEWA YS N I I S S-35 3 OF 5 DR/ VEWA YS I I + U I I U I I \ \ \ CONSTRUCT CURB AND GUTTER PER , POB ,:.STD S-1 CONSWHITE LANE �� t1 CDB sANDARD NOTED ON UCT MODIFIED l PLANS AN ND OPENING PER J Q REMOVE SHRUBS (+24) AS NEEDED Atu _—��-- Q \ I� *\m I ~� — —,� ---- _ —_—--__— —— '--------------- GRASS. BERM AREA Cli 9 METER I' �,--------------------- �� LLI m' ;� R-64 2 13 CONC CURB AC AREA 1 I I IC12 GRASS BERM AREA Z' Q �- �94 F AC AREA r' ` LANDSCAPE AREA PjvWi P`�R - CONC C&G 1 I 1 I ►GRASS BERM 1 Q 4SHOPP/NG CTR �� 7_o� _ __ - - _ a I I 1 2/2 DRIVEWAYS (� ] - — — — 1 I AREA I EXIS77NO 15' HIGH SIGN rnAniCE wT 59• i/ 7' R�- -� AC AREA PROTECT IN PLACE - , _ _ _ _ - e SINESS $,/4,y/7y y %49, // N 3'�� I ► ► I I I - - _ _ _ Ti j- - - _LORIVEWA r BEGIN 10 BAY TAPER EN7RANCE/�XI OF STREET .AND SAWCUT 2' WIDE AND I DRIBUSEW OF CONS7RUC770N END BAY TAPER MATCH TO EX PAVING +63-45' RT +48-45 R - - - - - - _ ENSURE POS177VE FLOW CONC C&G RECONST SIDEWALK - - - -- - - _ _ - - -- _ _ _ _ _ _ _ (126 SF) /CURB AND GUT7ER RECONS T RB ANDRI VE GUTTER ROACH - _- xl - _ _ _ _ _ - - _ - _ _ ENTR NCE /EXIT TO SHOPPING CENTER PER COB SIDS (I 10 SF) ICU RB OF 5 ACCESSES PER COB S7DS (110 SF) DETAIL J e iNHITE 'LANE 1 "=20' 62 S89'0 ADDENDUM "NO 5 CITY OF BAKER, SFIa LD, CAL/PORN/A � v PUBLIC WORKS DEPARTMENT file Nome: t0 k011-3-wh Job No.: tOk011 Date: 09/28/00 Drown: JAFL ORES Engineer. JAF � Checked By. WHITE LANE RESURFACING/STREET WIDENING CONSTRUC-nON SHEET N0. . MEDIAN /BLAND/CONSTRUCTION-STATION 48.1.25 TO DOVEWOOD STREET _ 7 OF 17 NO TE. ALL AREAS OUTS/DE STREET SECTIONS REQUIRING NEW ASPHALT SECTIONS DUE TO DRIVEWAY MODIFlCA170NS, SA WCUTTING, ETC. SHALL HAVE A PAVING SECTION OF 4" TYPE 'B' A.C. OVER 20" COMPACTED SOIL TO 959' RELA 77 VE 11 1 11 I III ` r 62 S89'0 ADDENDUM "NO 5 CITY OF BAKER, SFIa LD, CAL/PORN/A � v PUBLIC WORKS DEPARTMENT file Nome: t0 k011-3-wh Job No.: tOk011 Date: 09/28/00 Drown: JAFL ORES Engineer. JAF � Checked By. WHITE LANE RESURFACING/STREET WIDENING CONSTRUC-nON SHEET N0. . MEDIAN /BLAND/CONSTRUCTION-STATION 48.1.25 TO DOVEWOOD STREET _ 7 OF 17 NO TE. ALL AREAS OUTS/DE STREET SECTIONS REQUIRING NEW ASPHALT SECTIONS DUE TO DRIVEWAY MODIFlCA170NS, SA WCUTTING, ETC. SHALL HAVE A PAVING SECTION OF 4" TYPE 'B' A.C. OVER 20" COMPACTED SOIL TO 959' RELA 77 VE NO TE: ALL AREAS OUTSIDE STREET SECTIONS REQUIRING NEW ASPHALT SEC77ONS DUE TO DRI VEW4 Y MODIFICATIONS, SAWCUT77NG, ETC. SHALL HAVE A PAVING SECTION OF 4" TYPE 'B' A.C. OVER 20" COMPAC7ED SOIL TO 957. RELA TI VE COMPA C TIONI C -R --RM AREA �A WCU T 2' OUT FROM .11 5S B1_ VEW DRIVE AREA AND MA TCH EX AC PAVING (60 LF) E7 AC PAWNG GRASS AREA Xfs.?NG CCNC CURB JN 3FESS/ `7L CURS R= DATA D. OR -25. 00 GRASS AREA 7 7, C 33710 —EXIS77NG CONC CURB EXIS77NG CONC CUR3 AND GUTTER h-90*0235" 1 ---XP. 6-30-02 R -M. 00 \,CONCRETE PAD 111 C) 7 GRASS AREA L-4Z8O ;7 Ton -30.69 5_ Cl I C/vl A C RA WNG A.-917755" t.: x OF C '� \ ' \ \ 9> PRO 71EC T INP LA CE 0_1 .7 71 GRA: Vtf?t ,'RE4 TO MATCH N `)fJ,`7T?UCT0N (1155 SOFT) EW j PROTECT IN PLACE 9 SA WCU T J. 5 OUT T FROM EXISTING CONC CURB NEW DRIVE AREA AND MATCH REMOVE AND REPLACE EX AC PAVING (72 LF) RIW M-2 CONC CURB PER -36 (13 LF —REMOVE EXIkING C011C CURB ASG:`--cC7i_D COB STD S i"EVOW EXISTAfllll CONC CURB AS N,�L_PIED _T OL ACE AS EIREC,71.0 TINGEXI TRAFFIC !"111=716111` SIG AL CONDUI T C)NST HANDICAP RAMP i"IISE_ C2) PER COB STI? .5-41 viv 1`_- 20' EXIS77NG BLDG QTY -6 V 9 CABLE Qj c1q <36>.+ 7Z� v, �4 +74.43-9'RT BEGIN 18'x120BAY TAPER -- - -------------- R -6000' f 'ry 19 ECT IN PLACE 09 GRASS AREA cii Ccilf", CURB AC AREA AC AREA COLIC 0. -t, -G r 11 S'AWZ,`UT 2' AND MA TCH TO EX PA 4NG E&SURE POST PtIE F10W (126- S>F) ENTRANCE I OF 5 ACC D I TA IL TIE INTO DRIVE APPR,9ACH (5 i -F) 1 *---20' NOTE CONCRE 7E MED11 N 1SL,- 1, ND A L ONS' 917-!; VE 1_1 NE � - TO BE CONSTR01'TED I]EDR TO ASPF"';ZL T C)VEi 'LA Y Q LZ cc C7 --r MERAL NOM�_3'�- 001%1TRACTOR SHALL BE RESPONS9LE FOR SETT,�)(,' Tc, NEW FINISH GRADE ALL EXISTING 140NUMENT LID PADS, SEWER/STORM DRAIN A'AN(iOLES, CLEANC)T'S', VALVE' LVE BOXES AND CO3NCRTE PADS EFFECTEED By, C ;SLC PLA,VE AND/OR OVERLA Y PROCESS. ALL S7RIPING SHALL CONFORM T(1 CAL TPANS STANDARD PLANS DATED JULY 1,1?72 INSTALL FIRE HYDRANT MARKERS AS 9-10VIq. ('011,1TRACTOR SHALL BE RESPONS43LE F,�i? OF ALL EXIS77NG MARKERS 1-47THIN THE PROJECT LIMITS PRIOR TO ThE OV!RLAY p,;?oCES:;- &*E7ENCHMAR�� RED HEAD NAIL AT THE Sw pJI0VRN OF STINI- A'OAD AND WH17E LANE . BENCH,411A??p ELEVA 770A,=371. _7 Sir-:77ON OF Hf 6. .2 AS 7HE 21 w LAJ Z Q. Q1 C;%�o, r 4j Lk 77: ccs ult C) C,4 C, Z C4 D1+ X (z, _ �.; Q \ , ! + Q N FULL DEPTH AC SEC770A jo L14 N c'q Lu :t __jw. ILL Riiil ICC,c I e __50 97 LF� F___8 14 15 F 4 ff 6 Z w "N _D Q) ,sit xj 8 6 MEDIAN ISLAND PA 1:)(CA, VA j - 10N C ID; 4 7 APIA SCHED. ti + * 'i )Il. AMD 7, IRPuGA 77cN" 'T_ ('sj- L? 4 +3 .4,5 6.9 1 T 2) 11 - , Tr-R—AD w _--<TR OF < /I ": �103.!JT I`i/,:)Ai_ 57PING COB T-9 E RECONS7nUCTiON A,?Lr:-A SEE 4C Ic ii STREET RE0,0NST?UC77OiV PLAN S82*4910, < 4) 9T52 SHEET IJ l`:7ik_ -9. 1'RT V I L N,:)Lt_ 3 <�>94 L.F �1,3 IE It < C "fJO -T Ef W) 'T, \C - v 19•�!��J Q !761, F!:R C(15 5 11; T- 19. 2`-: 7 c -4 PAt LO;- LA;h,_ ---n- r T-8 cf-, S, ((�6,3TD S_j Z LLJ 117, 1�1 f Q) at 7 2" f` iz z to') •9 Q) z t Y COAARAN Y I fit 00^ 45' Q; Z, cs v L N + 101, / > + 111Z * 1m + \A fA 7`C1____ -a -, 7_ PL7c� Cri? STD S_36 - n F� ff T/_1 N;_171 C(?NST STD CROSS DELIVERY Y DRI V, WA I Gq TIER PER COB .'HOPPING CTT pj., Cj - p..-)? 0i` I Sh`h`,f` C TR 1 OF 2 DRIVEWA YS SID S -J5 5i:;EC,,1L CRJ 111s!oNS 3 OF 5 DRI VEI VA YS I I + 6 WHITE LAAVI.OrF (X 6;'i?L"T ,3', ,REMOVE SHRUBS (+24-) AS NEEDED AND STUB IRRIGA77ON PER SPECIAL PROVISIONS CUZT HANDICAP RAMP (CASE A) PER COB SID S-41 TRAFFIC PULL BOX ADJUST TO NEW SIDEWALK LOCA 77ON 9 METER P2 GRASS VETM AREA r L I (GRASS BERM LANDSCAPE AREA IAREA I EXIS77NG 15' HIGH SIGN AC AREA PROTECT IN PLACE CONC C&G IT TO SHOPPING CENTER SFIAELD, CALIFOR-i C.) t2 PER 1 .7 P --*TAUDjjj;p jktr,j-:i 0A PANS (6 C) Q: x W !, Jj N zz c\4 ZZ O'c� 11 r) Q -Z Z_ oi zt 1171) 0,4 ®+ + Lo + ............. ...... 43.85'�Lzlj <�2>94 LF - - - - - - - - - - 4 7-- 4T SHOFPING CM 212 DRY WWA YS i Nf 7PANalra r I USINESS 81.,d4 -7' LT 4 c 1-p WWA YO5 _ - A AiTX X0,(120 _'6A_Y TAPER ENU7RCET +01.44-J* LT r B BA Y TAPER 6,'Z I):, clf�vs111` �ov +6J-45' RT 1 DRf VEWA Y -,-4- R _aV T SJDEKALK /CURB AND GUT7ER R -c -CONST DRIVE A?PHOAC-i ................... It PER COB 5 7DS (110 SF) 1,-UlV9 AND CUTTER PER CO3 SIDS (110 SF) d� VE PU 1e%.**,' Oil CiTiXS DEP12, i r-T-Pi.44ENT 1vo. 5 File IV7me: t0,011-J-wh Oro*,7: J4FLCTE_S7 fi,,` -11T 'LANE Job No. t0k011 Engiveor. JAF TREZ, SHEET NO. D a t e: 0,9 12 �R IC, 0 Ch e c k P d &-,x, MiTO,"AN C LAAD10,,,,:%%STRUC 7 OF 17 LQ 4 Lj -7 f 'ry 19 ECT IN PLACE 09 GRASS AREA cii Ccilf", CURB AC AREA AC AREA COLIC 0. -t, -G r 11 S'AWZ,`UT 2' AND MA TCH TO EX PA 4NG E&SURE POST PtIE F10W (126- S>F) ENTRANCE I OF 5 ACC D I TA IL TIE INTO DRIVE APPR,9ACH (5 i -F) 1 *---20' NOTE CONCRE 7E MED11 N 1SL,- 1, ND A L ONS' 917-!; VE 1_1 NE � - TO BE CONSTR01'TED I]EDR TO ASPF"';ZL T C)VEi 'LA Y Q LZ cc C7 --r MERAL NOM�_3'�- 001%1TRACTOR SHALL BE RESPONS9LE FOR SETT,�)(,' Tc, NEW FINISH GRADE ALL EXISTING 140NUMENT LID PADS, SEWER/STORM DRAIN A'AN(iOLES, CLEANC)T'S', VALVE' LVE BOXES AND CO3NCRTE PADS EFFECTEED By, C ;SLC PLA,VE AND/OR OVERLA Y PROCESS. ALL S7RIPING SHALL CONFORM T(1 CAL TPANS STANDARD PLANS DATED JULY 1,1?72 INSTALL FIRE HYDRANT MARKERS AS 9-10VIq. ('011,1TRACTOR SHALL BE RESPONS43LE F,�i? OF ALL EXIS77NG MARKERS 1-47THIN THE PROJECT LIMITS PRIOR TO ThE OV!RLAY p,;?oCES:;- &*E7ENCHMAR�� RED HEAD NAIL AT THE Sw pJI0VRN OF STINI- A'OAD AND WH17E LANE . BENCH,411A??p ELEVA 770A,=371. _7 Sir-:77ON OF Hf 6. .2 AS 7HE 21 w LAJ Z Q. Q1 C;%�o, r 4j Lk 77: ccs ult C) C,4 C, Z C4 D1+ X (z, _ �.; Q \ , ! + Q N FULL DEPTH AC SEC770A jo L14 N c'q Lu :t __jw. ILL Riiil ICC,c I e __50 97 LF� F___8 14 15 F 4 ff 6 Z w "N _D Q) ,sit xj 8 6 MEDIAN ISLAND PA 1:)(CA, VA j - 10N C ID; 4 7 APIA SCHED. ti + * 'i )Il. AMD 7, IRPuGA 77cN" 'T_ ('sj- L? 4 +3 .4,5 6.9 1 T 2) 11 - , Tr-R—AD w _--<TR OF < /I ": �103.!JT I`i/,:)Ai_ 57PING COB T-9 E RECONS7nUCTiON A,?Lr:-A SEE 4C Ic ii STREET RE0,0NST?UC77OiV PLAN S82*4910, < 4) 9T52 SHEET IJ l`:7ik_ -9. 1'RT V I L N,:)Lt_ 3 <�>94 L.F �1,3 IE It < C "fJO -T Ef W) 'T, \C - v 19•�!��J Q !761, F!:R C(15 5 11; T- 19. 2`-: 7 c -4 PAt LO;- LA;h,_ ---n- r T-8 cf-, S, ((�6,3TD S_j Z LLJ 117, 1�1 f Q) at 7 2" f` iz z to') •9 Q) z t Y COAARAN Y I fit 00^ 45' Q; Z, cs v L N + 101, / > + 111Z * 1m + \A fA 7`C1____ -a -, 7_ PL7c� Cri? STD S_36 - n F� ff T/_1 N;_171 C(?NST STD CROSS DELIVERY Y DRI V, WA I Gq TIER PER COB .'HOPPING CTT pj., Cj - p..-)? 0i` I Sh`h`,f` C TR 1 OF 2 DRIVEWA YS SID S -J5 5i:;EC,,1L CRJ 111s!oNS 3 OF 5 DRI VEI VA YS I I + 6 WHITE LAAVI.OrF (X 6;'i?L"T ,3', ,REMOVE SHRUBS (+24-) AS NEEDED AND STUB IRRIGA77ON PER SPECIAL PROVISIONS CUZT HANDICAP RAMP (CASE A) PER COB SID S-41 TRAFFIC PULL BOX ADJUST TO NEW SIDEWALK LOCA 77ON 9 METER P2 GRASS VETM AREA r L I (GRASS BERM LANDSCAPE AREA IAREA I EXIS77NG 15' HIGH SIGN AC AREA PROTECT IN PLACE CONC C&G IT TO SHOPPING CENTER SFIAELD, CALIFOR-i C.) t2 PER 1 .7 P --*TAUDjjj;p jktr,j-:i 0A PANS (6 C) Q: x W !, Jj N zz c\4 ZZ O'c� 11 r) Q -Z Z_ oi zt 1171) 0,4 ®+ + Lo + ............. ...... 43.85'�Lzlj <�2>94 LF - - - - - - - - - - 4 7-- 4T SHOFPING CM 212 DRY WWA YS i Nf 7PANalra r I USINESS 81.,d4 -7' LT 4 c 1-p WWA YO5 _ - A AiTX X0,(120 _'6A_Y TAPER ENU7RCET +01.44-J* LT r B BA Y TAPER 6,'Z I):, clf�vs111` �ov +6J-45' RT 1 DRf VEWA Y -,-4- R _aV T SJDEKALK /CURB AND GUT7ER R -c -CONST DRIVE A?PHOAC-i ................... It PER COB 5 7DS (110 SF) 1,-UlV9 AND CUTTER PER CO3 SIDS (110 SF) d� VE PU 1e%.**,' Oil CiTiXS DEP12, i r-T-Pi.44ENT 1vo. 5 File IV7me: t0,011-J-wh Oro*,7: J4FLCTE_S7 fi,,` -11T 'LANE Job No. t0k011 Engiveor. JAF TREZ, SHEET NO. D a t e: 0,9 12 �R IC, 0 Ch e c k P d &-,x, MiTO,"AN C LAAD10,,,,:%%STRUC 7 OF 17 W C EAS RA L NOTES ALL EXISTING MONUMENTS, MANHOLES, CLEANOUTS, VALVE BOXES EFFECTED BY COLD PLANE AND OR OVERLAY SHALL BE RAISED TO GRADE ALL STRIPING SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED JULY 1992 INSTALL FIRE HYDRANT MARKERS AS SHOWN. THE E 14 CORNER AND THE CENTER SECTfON (,-,F SEC TION 15 T, 30S., R 27E. WAS USED AS 1710 THE BASIS OF BEARING BEA WNG = N 88*57'50"W or BENCHMARK RED HEAD NAIL AT THE SW RETURN 9F S'11-tVE POA0 ANS WHI 7E LANE . BE ELEVA TIOt':- 1171 77 INSTALL FIRE HYDRANT MARKER(S) INSTALL 1-2" SCHED 40 CONDUIT AND 1-6" SCHED. 40 CONDUIT W1 PULL STRING(S) AND TYPE 5 "IRRIG07OW PULL BOX BEHIND CURB (SEE D 7L/ SH T 2) INSTALL 1-4" SCHED 40 CONDUIT W1 PULL STRING INSTALL TYPE 5 '"TRAFFIC SIGNAL" PULL BOX <a>SAWCUT AND REMOVE EX. CONC SIDEWALKIC&G MATCH EXISTING /REPLACE PER COB STD S-1, S-3 + 14. 00—ANaE PT " \1 It" I 49' RT +21.36— TCH To EA!�RNG I AN Pj' 6.30 L T +0 'S 5 _7 ARMERS F 3CR — CANAL to C.51 Q) 50) C'4 Q) --- - --------- Q, STA-- a+74.43 STA. W#"25 49 P'RT 869 L 50 --- --- -- Q) LAJ - - - ----- --- W :7- .77 ECf-% ----------- 41M TO RMAW -7:== '52. 0 (BCR c +42,16— 49' R M /3 Wwwvs 49' RT gsem'(370.7J), 1 F (370.81) J/5 1W ,-, ,(VA FS +30.00^ EN 1111 .... ....... ............ ...... ..... ...... — — — — — — — — 45' R SHOPPM CM 112 IWWWAYS MATCH TO, I EXIS77NG.- MAW PUPPY CfN7FR WHImTE' LANE (3 t2 U) y ---- ---- --- ---- ----- --- --- ---- --- --- - ---- ---- ---- ---- ---- --- - - - - - - - - - - - - - - - - - - - - - - 56 17 =a ---- ---- ---- sm,�"fv OR D V RAN - --- ----- -- ---- ---- ---- --- 2/2 VR4fW)S --- ---- I Dmwo4y -- ---- ---- -- ---- -- - -- ---- ---- ---- ---- --- --- -'--- ---- --- ---- -- BUMACS! (43,17Y OF %,kiERSFIELD CALIFORNIA A .62 /7 Q()FESS/044�1 D. v rn f71 m;o C 33710 Exp. 6-30-02 Ivi ,501 T1 OF c File Name. tOk011—j--wh Drawn: JAFLOF,,,f"5r Ic V, I Jot. No.: tOk011 Eqgineer- JAF VII(HME LANE RESURFACT NGISMEET ION 43,+2!; 7p -T, Doge: 09128100 Checked Bjc MEDIAN IS-LANDICONSTRUC77ON—STAT SHEET No. 7 OF 12 EXIS77NG GRASS BERM AREA EXIS77NG 6" CONC CURB AC PARK/NG L 0 T SAWCUT TO NEAT VER77CAL FACE �� I 6 ^I) PLACE AC PAVING AND MATCH AC PARK/NG LO N II AC PARK/NG LOT II it EX. PAVING (72 SF) II N N N REMOVE EXISTING 6' CONC CURB II If i N TO BACK OF NEW DRIVE APPROACH - - �---- EXIS77NG GRASS BERM AREA PR07ECT EXIS77NG TREE IN PLACE i EXIS77NG 5' DEEP DRIVE APPROACH REMOVE EXIS77NG 6' CONC CURB TO BACK OF NEW DRIVE APPROACH L CONST 40' WIDE CONCRETE DRIVE PER COB SID S-2 DETAIL 1 "*20' LEGEND/N07LS= 8 CONST COMB/NATION TYPE SIDEWALK PER COB SID S-3 1 INSTALL FIRE HYDRANT MARKER(S) i OINSTALL 1-2" SCHED 40 CONDUIT AND 1-6" SCHED. EXISTING U77LI77ES-TO BE RELOCATED BY U77LITY COMPANY 40 CONDUIT W/ PULL S7R/NG(S) AND TYPE 5 "IRR/GA 77ON" PULL BOX BEH/ND CURB (SEE DTZ./ SHT 2) - 10 CONST MODIFIED Mit MEDIAN CURB PER COB STD S-36 O INSTALL 1-4" SCHED 40 CONDUIT W/ PULL STRING 11 i REMOVE TREES AND REPLACE PER SPEC/AL PROVISIONS O INSTALL TYPE 5 "TRAFFIC SIGNAL" PULL BOX Q CONSTRUCT CURB AND GUTTER PER COB SID S-1 <3> SAWCUT AND REMOVE EX. CONC SIDEWALK/C&G 1 I CONSTRUCT MODIFIED MEDIAN ISLAND OPENING PER MA TCH EX/STING /REPLACE PER COB STD S-1, S-3 COB STANDARD N07ED ON PLANS ORELOCATE POLE AND SIGN PER COB STD T-19. FULL DEPTH AC SECTION <2> PARKING LOT LIGHT (PROTECT IN PLACE) i MEDIAN ISLAND PA V/NG EXCA VA TION' i CONSTRUCT HANDICAP RAMP (CASE C2) PER COB STD S- 41 SEE WHITE LANE PLAA S Q L 1 O TELEPHONE I I• o^` a 9 PEDESTAL/ W �2 ;n ul � �Q p VAULT � O ^ abs W �' -� II.: II a W 3 h Q to Ln °j W -� Z a .�. REMOVE EXIS77NG W o .� r.. CONC. MEDIAN tc EXISI7NG 4' 'OO• _ ~ N , O o ISLAND (M-2 CURB) o o G B i 2 W '� WIDE CONC ^ 1Q + + W o (2000 SF) (QTY -2)I h m^ SIDEWALK + Q + �u �. 6 6 N^ n n N + + V - - - - - - - - - D- + _ I I I 11 8 a •' Xv to — — -- — .-. _ , 4 W) - -......^ - 10. I - -- - JK I 6 A ^ 1 - 1 -- ---- J . ----- 4 — -- - ^ -ts — — — 105 + --- - - — 21 S I r1l ----- -' . �-�'---- g:� 6 F o 17 AN 4 8 - ------ —.::.- c: E) LANDSCAPE WA TER VALVES Q I I :aew�rs i U 1 10\ I kZ AND METER Z o I �' -� 7ELEPHONE 9 Ct 6 .A N^ I 1 PEDESTAL O f r' -� o E' PG&E POLE �•. I y-,, 2 F; I z W O N � I 1 Z °� PROTECT IN N 2 x + I PLACE .; 04 t STINE ROAD ( (CASE A) TPER COB TD S-41HANDICAP RAMP Sf IE� CONSTRUCT HAND/CAP RAMP (CASE C2) PER COB S 7 S-41 EXIS77NG PARK/NG LIGHT CONST CASE C2 RAMPS CONSTRUCT CROSS GUTTER (PROTECT IN PLACE) PER COB SID S-41 PER COB SID S-35 2 SAWCUT TO NEAT VER77CAL FACE PG&E (VAUL T) PLACE AC PA WNG AND MATCH PROTECT IN PLA EX. PA WNG (150 SF) OPG&E (POWER POLE) (PROTECT IN PLACE) GRASS BERM AREA C l l "• 1 9 VAULT O EX/STING BUSINESS '�� SIGN (PROTECT /N PLACE) y W I (PROTECT IN PLACE) - - _ _ _ _ _ _ _ 2 - i `� GRASS BERM AREA REMOVE NEEDED SHRUBS (24- HIGH) N EN1RANCE/EX/T AND STUB IRR/GA77ON PER SPECIAL N SHOPPING C TR \ AC ARKI G PROVISIONS AREARI VE 71 /RU N 2 OF 5 DR/ VE A YS ` 1 AREA N it PR TECT EXIS77NG PARKING LIGHT LANDSCAPE IN PLACE EXIS77NG CONC CURB—EXIS77NG CONC CURB DETAIL 1 "-20' CITY OF BAKERSF/ESD, CALIFORNIA DETAIL r`nnicTJ?110r A4AAMIOAD peuo PG&E (VAUL.T) - °--- - - - - -- I ZEX CONC CURB 15' HIGH BUSINESS SIGN 1 C8 1AC PARKING LOT 9 WATER (VALVES) \ PG&E (VA UL T) SEE 7RAFF/C SIGNAL MOD/FICA 77ON FOR SIGNAL RELATED RELOCA 77ONS File Name: TOK011-3WH PUBLIC WORKS DEPARTMENT Joe No.: tOk011 Date: 09/28/00 l`_-20' Drawn: JAFLORES Engineer. JAF Checked By. i REMOVE EXIS77NG LANSCAPE CURB TO BACK OF NEW DRIVE APPROACH GRASS BERM AREA J QRpFESSIONq GENERAL NOTES=°RE D. ` , `��V 't(ALL EXIS77NG MONUMENTS, STORM DRAIN AND jZ ren SEWER MANHOLES, CLEANOUTS, VALVE BOXES REGISTERED Cl VIL EN /NEER C 3710 EFFECTED BY COLD PLANE AND OR OVERLAY * Exp. 6-30-02 SHALL BE RAISED TO GRADE. Cl TY OF y 8AKERSF/ELD ti 9T CIVI ALL STRIPING SHALL CONFORM TO CAL TRANS 1501 TRUX TUN AVENUEBAKERSF;IELD, CA 93301 F � CA1.�F� STANDARD PLANS DATED JULY 1992 .t BA81S OF BEARING THE E 14 CORNER AND THE CENTER SEC77ON OF SEC77ON 15 T.30S., R. 27E. WAS USED AS THE THE BASIS OF BEAR/NG. BEARING =- N 88 57'50 "W NOTEBENCHMARK • , 4S OUTSIDE STREET SECTIONS REQUIRING NEW RED `4AD`NAIL AT THE SW RETURN.:.- 6iF.Sl7NE ROAD SECTIONS DUE TO DRI VEWA Y MOD/FICA TIONS, AND WHITE LANE . BENCHMARK ELEVA T70N= 371.77 ING, ETC. SHALL HAVE A PAVING SECTION PE 'B' A.C. OVER 20" COMPACTED SOIL TELA TI VE COMPAC TION. CURB RETURN DATA J NJ C7 R=25.00 C9 R=30.00 C11 R--30.00 W L=40.10 L=46.12 L=45.97 Tan=25.84� Ton =29.01 Ton=28.8 7 'to in Lu d=9153'30" A 88*04'26" X87 47'38" CLW W 2 o� z Z >. ^ 3 C10 C12 0 0 0 o Q V o� W C8 � R=30.00 O R=30.00 R=30.00 EPHO VL T O N O O aD `E O (n2 L=45.45 L-49.01:7 L=47.60 PIZ O O N O Tan -28.37 Tan=31.94 • Tan= 30.48 E `- � W W a=86 4742" d=93;35'34" �9054S7" -----_______-- R9 ^ ^ SCA _. L D E ILI 4 ZCONST ,20 LF - M -2 CURB N ko I W Ql a REMOVE EXIS77NG 6" HIGH REMOVE ALS. ' SHRUBS (24" HIGH) CONC CURB AS NEEDED. RECONST AND STUB IRRIGA77ON PER SPECIAL AT BACK OF NEW WALK PROVISIONS' WATER VALVE (PROTECT IN PLACE) -------- LANDSCAPE lRRIGA TION VALVE AC PAVINGCONC SIDEWALK AC PAW G L DRIVE APPROACH DRIVE APPROACH SAWCUT TO NEAT VER77CAL FACE , -° SA WCUT TO NEA T VER77CAL FACE PLACE AC PAVING AND MATCH PLACE AC PA VING AND MA TCH . EX. PAVING (72 SF) EX. PAVING (76 SF) DETAIL a 1"-20' _ WHITE LANE/S nNE ROAD WIDENING S77NE ROAD/NEW SME ROAD WIDENING, AT WHITE LANE 6. 1 `2 5.3 ADDENDUM NO. 5 SHtET NO. 8 OF 17 7 OINSTALL FIRE HYDRANT MARKER(S) OINSTALL 1-2" SCHED 40 CONDUIT AND 1-6" SCHED. 40 CONDUIT W/ PULL STRING(S) AND TYPE 5 "IRR/GA TION" PULL BOX BEHIND CURB (SEE DTL/ SHT 2) OINSTALL 1-4" SCHED 40 CONDUIT W/ PULL STRING OINSTALL TYPE 5 "TRAFFIC SIGNAL" PULL BOX OSAWCUT AND REMOVE EX. CONC SIDEWALK/C&G MATCH EXISTING /REPLACE PER COB SID S -1,S-3 +29.00-49' LT +65.50-45 L T (370.92) ANGLE PSTA: 19+24.00 MA TCH EXIS77NG EAST 1/4 CORNER OFFSE : 48.34 L M NUMENT B CH MARK I - --- ---- ---- ---- - --- ---- --- ---- ---- -- ---- ---- ---- ---- ---- --- ---- --- - - —-------- ---- 1 ---- -- Imo. 96 ---- ---- ---- - ---- --- ---- - - - - - / _ ____ ____ ____ ____ _--- _--_ ---- _-__ +94.00-61 RT +26.00-45 RTt +46.07-48.24 ' RT ANGLE PT 371.31 MATCH EX/S77NG � � (371.10) BCR4252-55.9' RT I � � I I (371.19) ECR , I I + 16.09-61 RT I I (371.35) BCR I I i I STINE ROAD GENERAL NOTES= ALL EXIS77NG MONUMENTS, STORM DRAIN AND SEWER MANHOLES, CLEANOUTS, VALVE BOXES EFFECTED BY COLD PLANE AND OR OVERLAY SHALL BE RA/SED TO GRADE. ALL STRIPING SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED JULY 1992 I.:;'::;;::1 RESURFACE AREA COLD PLANE AND RESURFACE AREA +76.93-49' L T +69.00-49' L T (371.47) ECR (371.87) ANGLE PT QRpFESS/0 D w m REGISTERED Cl VIL ENGINEER C 33710 * Exp. 6-30-02 Cl TY OF BAKERSFIELD�. C►VIL 1501 TRUXTUN A VENUE F OF CA��F� -BAKERSFIELD, CA 93301 ® BASIS OF BEARING SCALE: % "= 40' THE E /4 CORNER AND THE CENTER SEC77ON OF SECTION 15 T.30S., R. 27E. WAS USED AS THE THE BASIS OF BEARING BEARING = N 88'57'50"W BENCHMARK RED HEAD NAIL AT THE SW RETURN OF STINE ROAD AND WHITE LANE . BENCHMARK ELEVA TION=371.77 +90.00-45' LT . 09 MA TCH EXISTING--, ---— -- — — ---- --- -- -- ---- --- --- ---- ---- ---- --- --- ---- ---- — -- ---- --- --- -- -- --- --- ----- -- -- - - - 21 1 22 23 T .A - — - - - - - - --- ---- --- --- - --- ---- --- - - --- - - -------- ---- -- -- ---- - ol ►► f4 1 ---- +75.07-49' R T 49' RT E +65.00- 371.59) 1.70) ANGLE PT � f 1 00 I I ii i A NEW STINE ROAD _ L4 25 x +85.00-45R T (J72.00) MATCH EXIST L File Name. tOk011-3—wh Drawn: JAFLORES WHITE LANE/NEW STINE ROAD WIDENING CITY OF BAKERSFI LD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: tOk011 Engineer. JAF SHEET NO. Date. 09/28/00 Checked By. STINE ROAD/NEW STINE ROAD WIDENING AT WHITE LANE 8 OF 12 ---- E.Y p S PA°!G GLASS 1 -?f --P .4 AREA --1- X/ST1NG S" CONC CURB t AC f A.RKOG L07` AC PARKING LOT 11 11 I AC PARKING LOT SAWCUT TO NEA T VERTICAL FACE PLACE AC PA WNG AND MATCH EX. PA W lVG (72 SF) REMOVE EXISTING 6' CONC CURB TO BACK OF NEW DRIVE APPROACH EXIS77NG GRASS E'ERM AREA PR07ECT EXIS77NG TREE IN PLACE �-- EXIS77NG 5' DEEP DRIVE APPROACH RFEM(? If'E � <13 7iNG 5' C091' (,URB TOt5-ACl( ')I- NEW DRIVE: APFF'01 C'H-- CONST 40' WIDE CONCRE7F DRIVE rR COB S7D S-2 ` ET ICL 1"— LE T E All CONST COMB; tfi,'A RC V TYPESIDEWALK SIDEWALK PER COB STD S-3 �� .�---� - S - - -- -- - - . I' c i �� j?� O �-� ► � INSTALL FIRE HYDRANT MARKER(S) ALL EXISTING MDNUMENTS, STO,iM DRAIN AND - �C 3710 " EXISTING UXL,` �"lE-S-•- TO BE RELOCATED BY UTILITY COMPANY SEWER MANHOLES, CLEANOUTS, VALVE BOXES !� Ex . 6-30-02 INSTALL 1-•2 SCHED 40 CONDUIT AND 1-6 SCHED. EFFECTED BY COLD PLANET AND OR OVERLAY �,1 �1 P 40 CONDUIT W/ PULL S7RING(S) AND TYPE 5 "IRRIGATION" SHALL BE RAISED TO GRADE i -i- ? , ,,.,-�,�,�• - \ ,r PULL BOX BEHIND CURB (SEE DTLI SHT 2) 1Q CONST MODIf�`:_0 ,IA' -2 WEVIAN CURB -PER COB STD S-36 >, �„� �__t� ._tf l._L D �� i:��';at i�.i,�'-,�LEt'J _'C1'�CJV1L ALL STRIPING SHALL CONFORM O CAL TRANS ,.:_ a, - . ,� OF CA,0F INSTALL 1-4 SCHED 40 CONDUIT W/ PULL'STRING\STANDARD PLANS DATED JULY 1'992 11 REMOVE TREE A 1) RFPL 4CE PER SPECIAL PROVISIONS CONSTRUCT HANDICAP RAMP (CASE C2) PER COB SI 5-41VEE - 0 1 J J O TELEPHONE PEDESTAL { v nth: 1 W—,z its c� VAULToc 2 RE OVE EXIS77NGW �, r W cS 1 o � �' CONC. MEDIAN 2 �' Z ". �- cy `o 1 cv ISLAND (M-2 CURB) z o G ' } EXIST TPIG 4' '� Q �. t s c� c3 k 1 '`� ►h ? C (2000 SF) f b W M W.fDE• corn + ♦ ♦ W c73 f)(QTY-2) 1 ' ca � '3 SIDEWALK + '� W � . & 6 � � � � ;r i _ - I _..---`- •' -'.,,.,. „'_a.` -ate':- ,, .,.,'. r» ( w w i , a..-._--- ____--_-. ,,w—e_...te___. r____-_" r .___ -_• - - ---------- --- -w -rte_1. 0I( _ i .. :: 6 6 i — --- — -- ---- ---- ---- -_. ._ 1 w - �fY : ._.. - -.. I 1 ___ ---------- ____ w .... ._.. .._ .._ .... .r _.. ,Cmai7lpt•sta a.etaa 40 7777777777� 1 S w r + g •Y4 'Y , M.2 mss. 1 7 G� _ b, 8 _ v f� ��``e' 4 0 ! .„1 � %'j S" i , S i��` F tit •u,'S' :` r-: � �>` ' LA.SCAFE w J i 1 � �� `f e KATER ER t AL VES �� 1 : aR a rs U TELEPHONE cc �� A, vD A•9E'1ER ►. Z O 4 � --. 9 - �- w ,�,, PEDESTAL i n . c N 1 w -1 }" I G�'�^1 I 1 2 PGef:E POLE ® '� 01 PRO �CT INZZ 2 - I i k ♦ 1 1 r� PLACE .. + ter. + I i 1 W Q co ST/JVCONSTRUCT HANDICAP RAMP (CASE A) PER COB STD S-41 E)(IS'7P).', PARKING LIGHT C'Ot'-r'Si CASE' C' t'a P�II'S (P 0 7Z--(- '" IN PLACE) -__..I PE. -.R CC 6 '-57D 5— 41 ._-. 1J 7 -� _ ! �'x 3 SASS BERM AREA -. f c1 l EA7F7l1h.'. PUSNES':S SfGPI 'CTECT IN PLACE) ENTRANCE/E.A, H SHOPPING CX AC DRAT- THI?G' N 2 OF 5 DRI VE AREA U A11 E)tIE, RtIG CONC CURB of xz CONS77?UCT HANDICAP RAMP (CASE C2) PER COB S 7 S-41 CONSTRUCT CROSS GUT7E'R PER COB STD S-35 SAWCUT TO NEAT tIER TCAL FACE PG&E (VAUL T) PLACE AC PAVING AlvO MA It-47PROTECT IN PLACE<9 EX. PAVING150 S. ( ) �.z o- _ a.. ~`i�'m' .---'__-' - : �:�,.��:,;•:.,,:•, • PG&E POWER POLE _ °w _ (PROTECT IN PLACE) > <6 VAULT (PROTECT IN PLACE) GRASS BERM AREA REMOVE NEEDED SHRUBS (24" HIGH) T AND S7UB IRRIGA XON PER SPECIAL l 1 AC AR' .1 G PROVISIONS M YS 7 AREA LANDSCAPE PR TECT F-XIS77NG PARKING LIGHT -- • IN PLACE EXISTING CONC CURB 1 "=20' O INSTALL TYPE 5 "TRAFFIC SIGNAL" PULL BOX .., '6 N CONS7PUCT I AND GUT7FR PER COB STD S-1 vQi i ,5 O SAWCUT AND REMOVE EX. CONC SIDEWALK/C&G � - - 1 3 MATCH EXISTING RrPLACE PER COB SX7 S S 1 CONS7PUCT 1.=(:)V1171 --D HELIAN ISLAND OPENING PER - _— w O 1, f Ct�6 STi�NDAtFf, AC D Oil PLANS : , -. .- - ,•- 5 _ ;lli�� _F , � !.l.��11::.� ,4�J0 Th:E C.,:I�Ii�= SI.CXON OF 6 RELOCA 7E POLE AND SIGN PER COB STD T-19. ; , .. , . ::'+: 7Gt! 1.'a i:•� I°. � 7E Q : U' '�-0 AS THE i '` b i EX COAC CC:, -:B r � FULL DEPT-' A,(' SECTIO,V �7 PARKING LOT LIGHT (PROTECT IN PLACE) 1AC PARKING LOT MEDIAII ISL 1'1) I='AVI'IG EXCAVA770N 9 WA TER (W I L VES) CONSTRUCT HANDICAP RAMP (CASE C2) PER COB SI 5-41VEE - 0 1 J J O TELEPHONE PEDESTAL { v nth: 1 W—,z its c� VAULToc 2 RE OVE EXIS77NGW �, r W cS 1 o � �' CONC. MEDIAN 2 �' Z ". �- cy `o 1 cv ISLAND (M-2 CURB) z o G ' } EXIST TPIG 4' '� Q �. t s c� c3 k 1 '`� ►h ? C (2000 SF) f b W M W.fDE• corn + ♦ ♦ W c73 f)(QTY-2) 1 ' ca � '3 SIDEWALK + '� W � . & 6 � � � � ;r i _ - I _..---`- •' -'.,,.,. „'_a.` -ate':- ,, .,.,'. r» ( w w i , a..-._--- ____--_-. ,,w—e_...te___. r____-_" r .___ -_• - - ---------- --- -w -rte_1. 0I( _ i .. :: 6 6 i — --- — -- ---- ---- ---- -_. ._ 1 w - �fY : ._.. - -.. I 1 ___ ---------- ____ w .... ._.. .._ .._ .... .r _.. ,Cmai7lpt•sta a.etaa 40 7777777777� 1 S w r + g •Y4 'Y , M.2 mss. 1 7 G� _ b, 8 _ v f� ��``e' 4 0 ! .„1 � %'j S" i , S i��` F tit •u,'S' :` r-: � �>` ' LA.SCAFE w J i 1 � �� `f e KATER ER t AL VES �� 1 : aR a rs U TELEPHONE cc �� A, vD A•9E'1ER ►. Z O 4 � --. 9 - �- w ,�,, PEDESTAL i n . c N 1 w -1 }" I G�'�^1 I 1 2 PGef:E POLE ® '� 01 PRO �CT INZZ 2 - I i k ♦ 1 1 r� PLACE .. + ter. + I i 1 W Q co ST/JVCONSTRUCT HANDICAP RAMP (CASE A) PER COB STD S-41 E)(IS'7P).', PARKING LIGHT C'Ot'-r'Si CASE' C' t'a P�II'S (P 0 7Z--(- '" IN PLACE) -__..I PE. -.R CC 6 '-57D 5— 41 ._-. 1J 7 -� _ ! �'x 3 SASS BERM AREA -. f c1 l EA7F7l1h.'. PUSNES':S SfGPI 'CTECT IN PLACE) ENTRANCE/E.A, H SHOPPING CX AC DRAT- THI?G' N 2 OF 5 DRI VE AREA U A11 E)tIE, RtIG CONC CURB of xz CONS77?UCT HANDICAP RAMP (CASE C2) PER COB S 7 S-41 CONSTRUCT CROSS GUT7E'R PER COB STD S-35 SAWCUT TO NEAT tIER TCAL FACE PG&E (VAUL T) PLACE AC PAVING AlvO MA It-47PROTECT IN PLACE<9 EX. PAVING150 S. ( ) �.z o- _ a.. ~`i�'m' .---'__-' - : �:�,.��:,;•:.,,:•, • PG&E POWER POLE _ °w _ (PROTECT IN PLACE) > <6 VAULT (PROTECT IN PLACE) GRASS BERM AREA REMOVE NEEDED SHRUBS (24" HIGH) T AND S7UB IRRIGA XON PER SPECIAL l 1 AC AR' .1 G PROVISIONS M YS 7 AREA LANDSCAPE PR TECT F-XIS77NG PARKING LIGHT -- • IN PLACE EXISTING CONC CURB 1 "=20' 1 t cH ET 7 GRASS BERM NO TE. ALL AREAS OUTSIDE STREET SEC70NS REQUIRk.,,'" HE.w 'r i Hi -OC W41 AT i" ' -IE r.�P,''t' <)i= SXNE ROAD ASPHALT SEC77ONS DUE TO DRI �I TWA Y MODIFIC1117'►/VS. `l.rrr Y3�f r �:,'�,,lE' . t7�::N�H1=��a'?�' EON=371.77 SAWCUTTING, ETC. SHALL HAVE A PAVING SE(' 'rent OF 4" TYPE 'B' A.C. OVER 20" t''�MPAC7FD SO'� TO 959 RELATIVE COMPACTION. :11"ri � DATA CONS If _ 'T 41ANDIC, 4P RAMP U (CASE ;' PER COE r STD S-41 � VAULTS � � � J � �, W ��•.: rid W c� zz g Q 0:' iu TELEPHONE VL T. o = a O as Q >> (,, ; z" + 9 + ++ W 4► tii }it ..... .... .a..... _ _.., _.._. ....., .... .... «.. _.... _ ._.. ..... ...�. .... ,,.,. .,.,. ....,. e -e a — , lo _— • ..-._....... .... �_w 1-w } Iv w w 21 -- --- .-'------------------_._ --------------•----------------------- - - --- -------------- 22 --13 ,C "? -----------------`-------....- ------------- 77 :4 N -- --- -- ---- s, , —- _.. a =�� — .y - - �m y� 4 J` ' - .. , x'(;E VAUL T 2 N �: N 11 (QTY— 4) q� ei N O >z Q) + 0 4 �N OH N Oa 00 ws k Q - +� +0 +vw REM00' ALE, EX'S,77NG STRIPING ALONG S7INE ROAD AND NEW S ;� t` M:- F"OA0 B E'TWEEN STATIONS 14+73 AND 24+82 i?F,0'.AC,F A3 SHOWN ON PLANS. <�9> PG&E- (V1: t'Jf T' C �\ ♦ N � vQi i (c rn w O 'Tar.= ,1.94 A- 9,5'5 " '-34 fr L•— 1 t cH ET 7 GRASS BERM NO TE. ALL AREAS OUTSIDE STREET SEC70NS REQUIRk.,,'" HE.w 'r i Hi -OC W41 AT i" ' -IE r.�P,''t' <)i= SXNE ROAD ASPHALT SEC77ONS DUE TO DRI �I TWA Y MODIFIC1117'►/VS. `l.rrr Y3�f r �:,'�,,lE' . t7�::N�H1=��a'?�' EON=371.77 SAWCUTTING, ETC. SHALL HAVE A PAVING SE(' 'rent OF 4" TYPE 'B' A.C. OVER 20" t''�MPAC7FD SO'� TO 959 RELATIVE COMPACTION. :11"ri � DATA CONS If _ 'T 41ANDIC, 4P RAMP U (CASE ;' PER COE r STD S-41 � VAULTS � � � J � �, W ��•.: rid W c� zz g Q 0:' iu TELEPHONE VL T. o = a O as Q >> (,, ; z" + 9 + ++ W 4► tii }it ..... .... .a..... _ _.., _.._. ....., .... .... «.. _.... _ ._.. ..... ...�. .... ,,.,. .,.,. ....,. e -e a — , lo _— • ..-._....... .... �_w 1-w } Iv w w 21 -- --- .-'------------------_._ --------------•----------------------- - - --- -------------- 22 --13 ,C "? -----------------`-------....- ------------- 77 :4 N -- --- -- ---- s, , —- _.. a =�� — .y - - �m y� 4 J` ' - .. , x'(;E VAUL T 2 N �: N 11 (QTY— 4) q� ei N O >z Q) + 0 4 �N OH N Oa 00 ws k Q - +� +0 +vw REM00' ALE, EX'S,77NG STRIPING ALONG S7INE ROAD AND NEW S ;� t` M:- F"OA0 B E'TWEEN STATIONS 14+73 AND 24+82 i?F,0'.AC,F A3 SHOWN ON PLANS. <�9> PG&E- (V1: t'Jf T' 4. t C �\ (c 'Tar.= ,1.94 A- 9,5'5 " '-34 fr L•— i EX COAC CC:, -:B r � 15' HIGH BUSINESS a �,:,,V _r 1AC PARKING LOT 9 WA TER (W I L VES) ' ,- j<9 >PG&E (VAULT,) j , ��9 4. t Cil R=30.00 L=45.97 Tan -28.87 A--87 *4 7'38 C12 R=30.00 L=47.60 Tan= JO. 48 A--90'54'570 REMOVE EXISTING LANSCAPE CURBREMOVE EXISTING 6" H*(►H F TO BACK OF NEW CONC CURB AS NEEDED. RECONST � �t�a: `� � =B t��'h;?� :tC1'� P -R DRIVE APPROACH AT BACK OF NEW WALH' Fii(; !j- `�t ON S' f,1 ,---<9 WATER VALVE 7 77 - (PROTECT lECT IN PLACE AC PA V P I G, - _ -- _ _ _ _ _ -- ._ __ _._ _._ __ ,_ --1_s�'14';;';3:`'i: IRRIGA77ON VALVE AC PAVING t- A' ,::.' t7A!(i I CONC SIDE: �4V,1 i K GRASS BERM AREA L _ 1"-40' DRIVE APPROACt ,'rJi'!. Ar FRO �t,;i SAWCUT TO NEA VER77CAL FA(",c- iA E�r C1,T T(' M,, 7 4 1 Tl; i r't:,41. FACE PLACE AC PAVIN.:' AND MATCH /=LACE k" AAD P-07CH EX. PAVING (72 .:F) 1..4, PPV".VG ("'l 01�7T _ DETAIL SEE TRAFFIC SIGNAL AAODIFICATION FOR SIGNAL RELA7FD RELO{;AXONS + f Ile Name: TOK011 •-31 -I Wrawn: JAFL(: POLE SCHEDUL- MAST A R W 31�GNALS SIGNS LOC. S77A J _U G k'_ fi - ____.___...-_..__-_._a_._._. -- WAiA W -DW PPS ST. NAME SIGN REMARKS Li VL H I °-Ii_E DOWT WALK 0 0 POLE OR MAST ARM MWNTED 15' CITY FURNISHED SEE 26-480�_, 1 1A A S SP -1-T 04 06 'WHITE LANE NEW POLE SCHEDULE 45' T111- 2 - T SP -1--T 06 04 CITY 29-5-80f. 1 50' MAS SP -1-T 02 041 STINE ROAD NEFURNISHED SEE L.T-MAT W POLE SCHEDULE @ 1r,,TV-2-T SP -1-T 04 02 15CITY FURNISHED SEE Q 29 -E5 80,F1 )t+]l MAS SP --1-T 08 02 WHITE LANE L I--ki 50' NEW POLE SCHEDULE ilk I 1A TV- 2- T SP -1-T 02 08 Cni_l _T F 15 MAS STINE ROAD CITY FURNISHED SEE 26-4-80[.1 "] — I SP -1-T 06 08 (D 45' LT-AIAT NEW POLE SCHEDULE IA TV -2-T SP -1-T NLEIY New poles, skim i//76mincire mast arms, signal luminaire trast arm conrection hardware, and anchor bolts will be City fu r .,JSed and delivered by the cor tractor to the site from he City Storage Yard south of Hwy 56' a::ros.5 -Orr? the City Green Waste Facility 2600 So Mt Vernon. All other equipment including 1A poles shown Z-) `re pole schedule, except street ncone signs shall be fb.mished by the contractor. CONDJ670f " V,9',rEs':�, 1. Cc,ndcii`s .esignoted ("N)ew or (E)Ki,-;t refer to conduits only, all conductors shall be new where noted os (Ex.). 2. Prot�ict j' interconnect in place. CONDUCTOR SCHEDULE CON13,LL11 '11'1[1 3 '319 3" 3" 3" 3" 3" 3" 2" 2" 2" 2" 1S_\1AZAA AAA= C0:4D(Ji-_T(T' f,LJN/A ;& N tL\ Z4_�,.:�===+ L N E E E N N N N (N7;i..w '_�R X: S1 N 1`1 N N N N N N 28 CC1N!1)LW: '(,R 3 1 2 3 2 1 1 9 IR 2 1 -2- 5 _..0No rL 10 LICH-F!'J'C; 22 2 2 2 2 PRE -EM rTI(af�} 371 774 -7 3 2 2 2 1 1 RG59/u 4 2 7 1 1 77 1 i 2 2 1 1 1 #12 AU T0..p' 3 # 2 SE--;A(,E PRI!,0 Y I 3 # 6 ISUACE S(_'CC1f,)if,RY EXISTING CURB AND GUTTER _.-A A / I I I --r- r- -06 -------------------- 7 -- -- ---- ---- -------- z ----------------- ---- -- - ---- --- ----------- i LAI-') 1 /IYU UUr(Ll AIVU UU I ILK j NEW CURB AND GUTTER NlE CORNER DETAIL 54 _LV4 a 0, -03 NEW Yv "Jro ""L/ 4 r EW CURB AND GUTTER 77M - 4C1nrw61 SIDEVIALK. a_ ------------------ �R EXISTING CURB AND GUTTER --- IX tl '4,rrmTYPE I WON r7l -------- 05 ( -- ------------ ------------- --- -------------- AVI 912 12mm - --- -------- EXISTING CURB AND GUTTER ----------- 7 -- - --- -- --- ---- --- 02 1 mm SDEWALK 4 04 0.7 07' NEW CURB AND GUTTER Ea 1 4 -- DD (J� 1?,()FESS/0/V D. E L F 'JC 11V C 33710 ri ;U `fit t Exp. 6-30-02 5. clv� T*,'?'J); OF CA' V 12,31-0 v 1"-20' VI 'S 01T- i -EM -A Y PROJECTS CONDUITS SHIiLL E�_ f4)_Cjl,` 'f_; 'F J, S 1 -1 NEW TRAFFIC EXIS r WG TRAFFIC _`ii V/ 11 - S P I )A (.,.) 1,11 L. Pi- FE1, �0', I: L) I SIGN(L STANDARC.)",QR .7 E1_1 Exist,'-, Traffic Controller orad Cabinet and side -mounted power 1-11 Remove Of 7d salvage al/ exis;- ; -ia traffic signal standards. Coordinate with the installation of new traffic silnol stondor_-1!;. ca -d TID .,- in front of controPer sha'/ be f6. Pull box adjo--ent to P.G.& E. electrical servi*ce point shall be P.G.&E. #043459. Contractor shall install service co,7duit per ColTrans Stonlord Specifications latest edition Section 86-7 Preserve existing conduits in C co!� d.r 2 6 v D', U pullboxes shall be 15 unless otherwise noted. An in-line fuse shall be provided 12 Install Cit.,furrished Opticor,, 721 pi� -emption devices where indicated. The Contractor shall furnish on:' install a// cot, -ec;: i-,nd -les 0 0:5 13 E 0c, ("'AY traceof s� -fij I,- o "I ;'res shall be cutoff type., 200 W. HPSV. U41) make internal connectib,17S K,)7,*r cabinet for a fully operational pre-emption system, refer to wiring det,:#. Exact har,'!wore t1"'(7 E417 All ii ti i I UL- -) red and green signal sectons shall be -equipped with LED signal modules per specifications. - placement shall be determir ,,-J b_/ the Traffic Engineer in the field. 51 All T_: " international type detailed in the RE J�'AISL70 �)jv Existing street signs to be r,--foccted os a part of the street widening plans as needed. 4 X11 --J S: 4'j 11-Y11C. 'r,r) 7i") JI % :t J1 t 7 1, EL [6] All be delivered, by the F E R All new striping to be ploce,-, cs- a part of the street widening/resurfacing plans. u.7c s gid, salvaged material s,ioll ontractor, #2 at south of E1_1 Exist,'-, Traffic Controller orad Cabinet and side -mounted power 1-11 Remove Of 7d salvage al/ exis;- ; -ia traffic signal standards. Coordinate with the installation of new traffic silnol stondor_-1!;. ca -d Fo 1i i): .,- in front of controPer sha'/ be f6. Pull box adjo--ent to P.G.& E. electrical servi*ce point shall be P.G.&E. #043459. Contractor shall install service co,7duit per ColTrans Stonlord Specifications latest edition Section 86-7 Preserve existing conduits in I co!� d.r from e,ectrical service point to pull box. All other pullboxes shall be 15 unless otherwise noted. An in-line fuse shall be provided 12 Install Cit.,furrished Opticor,, 721 pi� -emption devices where indicated. The Contractor shall furnish on:' install a// cot, -ec;: i-,nd -les F, b �'cntroctor at the point of connection to utility. -orr 752 phase sele cc, hardware 1`PELCJ AB -121). `�,a 1')9tic ctors unit will be pre-installed in the cabinet by the City. traceof s� -fij I,- o "I ;'res shall be cutoff type., 200 W. HPSV. make internal connectib,17S K,)7,*r cabinet for a fully operational pre-emption system, refer to wiring det,:#. Exact har,'!wore t1"'(7 E417 All ii ti i signal i*ndications shall be 12 inch [3700mm] The red and green signal sectons shall be -equipped with LED signal modules per specifications. - placement shall be determir ,,-J b_/ the Traffic Engineer in the field. 51 All indications be LED "UPRAISEDHAND " international type detailed in the Existing street signs to be r,--foccted os a part of the street widening plans as needed. PF,e,-,tri&n shall new, # symbol as specifications. [6] All be delivered, by the to Wastewater Plant Mt. Vernon Ave. FwY_ 58. Contact R All new striping to be ploce,-, cs- a part of the street widening/resurfacing plans. u.7c s gid, salvaged material s,ioll ontractor, #2 at south of Superviso., 24 hours prior to delivery at (661) 326-3152. Overhead most arm moonte;.J s,treet none signs and hangars shall be provided by the City and installec' by the cont-ictor of the stondar.!:�,3 shall be 5'rl.5rr)] behind the L 'low line where applicable or as directed by the Engineer at the site. Q Contractor shot' be re f( -r' sp on s r�?m )vol of all existing poles and related equipment not used for ney, for new int(-,�.-Cb'()r1. EE,jl Instal) (4) City- furnirhed 12mm ALitoscope video comers on luminaire most arms. All wiring shall be internal to poles. Locate camera J' from center Fj Contractor to furnish ard ir,,'vk' q74U signs at all 26-4-80 and 29-5-80 traffic signal standards. 01, The v,,,*d(-.o and power cable openings shall tie 4" from center of luminaire. A/ I u locations shown are approximate only and represent the best information supplied by the various utility companies. Final responsibilty for Q Traffic signal plans for this (File 7) is available for review at the City of Bokersfield/Public Works 15,01 Truxtun Avenue/ to 5 (661) J26 -J724 a. r" p.rr, ./ is All 7 utilities in the field is tte Cor,'ractors. t.ng pavem markings will be re ent stripes and mo mo�ed os a port of the street widening. H Existing traffic signal wi-ing '--is )eefl n7odified with a schedule similar to these conductor schedule pias,,;. Q **"h -iry CALIFORNIA OF FRAKEERBRIEL TA' f 5 File Name: 711<011-3-.>IGNAL.dwg Drawn: JAF VVHITE LAAIE RESURFACING14I.:0)"TREET SHEET NO. Job No.: Toj "0 11 Engincer. JAF PUBLIC WORKS DEPAR77VENT Date: 01/10/01 Check -Ad By. MARC SIGNAL MODIF7CAVONS WIAHM-F LANEIST'I'ASC`F- i"A :70,1) 9 OF 17 CAMERAS ON THE LUMINAIRE M IAJ,5j"'i L (3) CI TY–FURNISHED BY THE CONTRACTOR AND SHALL BE INSTALL[ POL,El,'LOCATE EACH C.A.MERA 3 rECT FRCM THF CENTER 0 AND iZM_-R CABLE OPE NIPVGS' SHALL_ RE- 4 FEET I:ROM THE C S_cE PROWSIONa TF-AF-1-tC SJGAbQ PLAN,5 FOR THIS h /5' A Y, !h_A 9LE FOR REWEI* AT THE (,'.!ITY OF BAKERSFIELD/ PL, 50" "RUXT 5 tUN A 11EPJUEI 8 A.M. TO 5 P.M.1 k,661) 326-3724 DfT" ('6 ,�JIL j3 (4,K') .. L EX. CCNrROLLER DETAIL 22 (2 DETAIL 22 (2 DETAIL 9 (3 DETAIL 9 (3 L GENERAL NOTES. - ALL EXISTING MONUMENTS, MANHOLES, CLEANOUTS, VALVE BOXES EFFECTED BY COLD PLANE AND OR OVERLAY SHALL BE _kRA,,Sl3 OF BEARING RAISED TO GRADE. rtlE E 14 CORNER AND THE CENTER SECTION OF "EC',70N 15 TJOS., R. 27E. WAS USED AS THE ALL STRIPING SHALL CONFORM TO CAL TRANS '!7#7 3ASIS OF BEARING STANDARD PLANS DATED JULY 1992 PwEAPING = N 8857'50"W INSTALL FIRE HYDRANT MARKERS AS SHOWN. 1?1:.-D tlEAD 4AIL AT THE SW RETURN OF SINE ROAD R9 410 WHITE LANE . BENCHMARK ELEVATON= 371.77 SCALE 1 -40 NOTET C)NCRETE MEDIAN `SLAND ALONG WHITE i.Ah IV To BE CONSTRUCTED PRALR TO A&:)HAL" OV-TTLAY SEE "TYPICAL STREET S6'CTION-1 SHT 2 IW IDEWALK UNDERSIDEWALK RDRAINUNDERS(TO STREET) DRAIN (70,STREET) D 9 (870 LF) 0 71 39 (700 LF) --------- a 0 TL 5; ......_ XIS77NG CONCRETE (�'70 L F) - BLOCK WALL _\ A - ----- ..Z 7777r�7 =7�77!77:7!— — — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — :pp 47Z — — —T Z7�77 7777 -3 7-- - ----------_ - - - - - - - - - - - - — - - - - - - - - - - - - - - - -- - -DR4WWA-Y -- - - - - - RIW D TL 9 (8,70 LF) DTZ 39 (870 LF) DTZ 9 (870 LF) 7 - ANE WHITE. LZ -1 W11- %ol,7 (ZlUa I -fl .____..._._.___,..__...._.._,.__.____.._ .__.____.__.__.._�_/ R lls/av A," 0( C l l 3 710 ro Exp. 6-30-02 CI V1 E'ic,35C7 k�, OF C L L) 7L 9 (985 LF) 07L 39 (735 LF;'--, DTZ 9 (985 LF) - — - - - - - - - - - - - - - - - - - — - - - - - - - - --- 77 wYJ . . . . . . . . . . 77— 'T 77� '77-7-777-77— �7 'ti Ir -Z '4 - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - j D 77- 9 (985 LF) 3 TL 9 (198.; LF) A WHI'"IrE. L /A NE 6c* �, 2 ` I i 5 3 - File Name: t0k011-3--wh own: JA)-L®RI'77__ Dr V T V W, SHEET NO. Job N®.: tOk011 Engineer; JAF V HITE LANAE RESURFACING1 STREFE-r- Date: 09127100 07ecked By RESURFACBNO -MLS ON PICAD TO 8YA'17,'lZ'W 10 OF 17 k f IT r rl-0,_5 -k 0VEf!L/-_ r C� f")T 1 6 j/07- E_r`*V1_(.`r`l) �1?�1171,/ JoC 05',`_WILK s BAR LZAI:'_S 11 aE llxl(fl,1 P/ VE.4EA!" 0P!- V,-_'5',400'd1, RKINC rr-7 Ap St ILI' !M9 RE,-�U(7f,4G'j! At? -A " ]:Alovislohl,5 L) 7L 9 (985 LF) 07L 39 (735 LF;'--, DTZ 9 (985 LF) - — - - - - - - - - - - - - - - - - - — - - - - - - - - --- 77 wYJ . . . . . . . . . . 77— 'T 77� '77-7-777-77— �7 'ti Ir -Z '4 - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - j D 77- 9 (985 LF) 3 TL 9 (198.; LF) A WHI'"IrE. L /A NE 6c* �, 2 ` I i 5 3 - File Name: t0k011-3--wh own: JA)-L®RI'77__ Dr V T V W, SHEET NO. Job N®.: tOk011 Engineer; JAF V HITE LANAE RESURFACING1 STREFE-r- Date: 09127100 07ecked By RESURFACBNO -MLS ON PICAD TO 8YA'17,'lZ'W 10 OF 17 "'r l7'11?� t LEGEND LIMIT OF COLD PLANE & OVERLAY LIMIT OF COLD PLANE & OVERLA Y EXISTING CROSSWALK NOT EFFECTED REPLACE 12- CROSSWAL< LINES/STOP BAR LINES (AH/77) INSTALL FIRE HYDRANr,4ARKER(s) INSTALL 2" INNERCONNE'W'T CONDUIT W774 CABLES AND TYPE 5 PL LL BOX PER PLAN INSTALL TYPE IV(R) PA4E-MENT MARKING (WH17E) INSTALL TYPE IV(L) PAV:--MENT MARKING (WH17F) PLACE "BIKE LANE" MARK `NG RESURFACE AREA OVEP EXISTING ASPHALT AREA RESURFACE AREA OVEf'NEW FULL DEPTH RECONSTRJCTION NOTES. - ALL EXIST114G MONUMENTS, STORM DRAIN AND ')W -14f R MANHOLES, CLEANOU TS, VALVE BOXES 177--ECTED BY COLD PLANE AND OR OVERLAY SHALL 3E RAISED TO GRADE. ALL STRIP, NG SHALL CONFORM TO CAL TRANS ,,',N,9,4.RD PLANS DA TED JULY 1992 Rq 1:3 SCALE.- :I "- P -40 qD7L 39 (4 57 LF) V. Z D 7 .9 (9f�" L)-�'), It + T a Q 4) C) - --- - - - - - - - - - - - - - ----------- - - - - - --- - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - A;77-�777,7 _7-="-7!77 4 - U- 71 ------------------------------ ------------------ D 7L 9 (961- E.1 D77- 39 (532 LF) STOP BAR (J8 LF) D TL .9 (769 LF) DTL 38 (94 LF) D TL 39 (785 L,7) ""r- WHITE LANE/ S77NE ROAD" TRAFFIC SIGNAL MODIFICA770N SHEET COLD PLANE AMID OVERLAY 7, -till" "y T-7 —7 47,; 77- ? -- - --s.- - - - - -aG.— — — — — - - C 7L 38A (?00 OVERALYD TL J.9 1'295 LF) DTZ 3V (2(': Lf) - - - - - - - - - - - - - - - - - - - - - - - - - - - - _j Lu 7- - C -111-.F.--, 33 10 -xp. 6-30-02 1Y 'i 15 01 "i""bA OF CAX� -)i L �i E 14 �b A, ND TT'E �'C- 0, F'ON OF F1. E77E AS THE Oil 31,'3 C:, .3 J'-1i:AV A,,I/,' 'A > Rr IE SIV FE7'-1ii1i 5: 7NE ROAD /IAi) 10-,/7f' i, io)E' 3fAf(1Ht, rAFV P011=371.77 INSTAL,'- (4) CITY—FUi�* CA,,VE7AS )A' 1;-'E* CJVAIATf WA, 57- APH-c'. /11.'- WRING SHALL BE FUP VISHED BY Th Co& Tq A C7 I.P 4,A J,) !; N • SEF "T'rPICAL STREETSE r) T7 4 Lin N 6 0 OT" 39 (15:,3 F) /1-,77- 9 (258 0 D11 ct a, BSRE ,4,KER, I CD 1-/ SHT 2 /9,9R / F) LEGEND LIMIT OF COLD PLANE & OVERLAY I LIMIT OF COLD PLANE & OVERLAY EXISTING CROSSWALK NOT EFFE:TED REPLACE 12" CROSSWALK LINES /STOP BAR LINES (WHITE) C4 INSTALL FIRE HYDRANT MARKER RAISE TO GRADE INSTALL TYPE IV(R) PAVEMENT MARKING (WHITE) INSTALL TYPE IV(L) PAVEMENT MARKING (MVITE) OINSTALL FIRE HYDRANT MARKEFv(S) <2> INSTALL 1-2" SCHED 40 CONDUIT AND 1-6" SChE0. 40 CONDUIT W1 PULL S7RING(S) AND TYPE 5 "IR RIGA Tl,,)N- PULL BOX BEHIND CURB (SEE LTLI SHT 2) OINSTALL 1-4" SCHED 40 CONDUIT W1 PULL STRIIIG OINSTALL TYPE 5 "TRAFFIC SIGIIAL" PULL BOX OSAWCUT AND REMOVE EX. CONC SIDEWALKIC&G MATCH EXISTING /REPLACE PEA' COB STD S -1,S--3 D 77- 9 (769 LF) DTL 39 ((57 LF) -C:,1FNE*RAL NOTES: A - L' EXISPNG MONUMENTS, STORM DRAIN AND S,-�-ifR M. -i NHOLES, CLEANOU IS, VALVE BOXES Ec"''ECTED BY COLD PLANE AND OR OVERLAY SMALL BE RAISED TO GRADE. AL�, STRIFING SHALL CONFORM TO CAL TRANS ST4NDARL, PLANS DATED JULY 1992 SCALE. RESURFACE AREA COLD PLANE AND RESURFACE AREA DTL 9 1-f -0v 4-0coc + (i 77 T11-7 r -T x .4 .......... ------ ...... ...... ...... tA nm - :t 7,Tye A'ZI ...... "Z- - ----- ---------- --- ------ -- - ----- ------- --- -- ---------- E DTL S (965 LF) J I:" All ""q I , r1i K# rl- -ITE LANE/ S77NE ROAD" TRAFFIC SIGNAL MODIFICATION SHEET Vvift'-i"ITE LANE DTL 39 (295 LF) Ill L,fl'i,/HT7-E`w LANE DTL J9A (181'r LF)" 9,OESS/o <11 am C 33710 rvi 02 Exp. 6-30- CIVI OF A ",04lJ17 A143 Tj-'E ifEA111-1? j ION OF -L A.3 77 -IE •T70Y 1" 1" 40 i J)S, R -7t USE # )-,,'AO NVj- ,47' '5 E S Y "17 ilP?%' `/7 .",T7NE ROAD 'C'J.,7Vj --jo, 71.77 ;Q INSTAL'- (3) Cl TY-FLv 6"'1 -;'Af,' OV M/-3!- All WIRING SHALL BE FbRNISHED BY T1,-- 41,`D Pl' INS 7A,LEJ i1V*,-i:TW1J,1,-1 1-0 THE SIGNAL POLES. LOCA7E EACts CIAO41-1014 J ?-*!'E;- �`Roi4 0'" IYE THE VIDEO AND POKER CABLE X ?7,;)jV' T -'4f' WTD? 0,�' -t7f,:- LUMINAIRE. CL. I - - CIV (FILE jf J.2-251) SEE SPECIAL PROVfS!,,'1t/5'. --V4jf-t� Ji IS AVAILABLE FOR ff':,-4),:-W �J' T, -i- ";F, Of- 1rf-�,5JEPARTMENT -24 6 A :AI. FF'� ,"5 v`.A,(/ "66') T,?5--J/ 1501 TRUXTUN AVENE CL IR Ld Lo -J LCJ : :I- 1, co- Filt, Name: t0k011-3--wh Drawn: JAFLOR,�-." SHEET NO. W "A" r W`H= LANE MESURFACING1 SM:.. -ET Jot No.: tOk011 E7qineer. JA F -V 1.4 11 OF 12 Da '.e: 09127100 Checked By. R MS RFA CING — KPIL SON ROA 0 TO S,�;, 7 1 N f i,-, 19 7- 2 7 . . . . . . . . . . . . . . . . . . . . . . . . f j r.k4.a..-..✓-.1?i +••'fir -i4 iY+s�•.-+�,-'0--'-e'+� vm'-� n� D11 33 (1,95 LF;` D "! - 41 (6G4 1 9,OESS/o <11 am C 33710 rvi 02 Exp. 6-30- CIVI OF A ",04lJ17 A143 Tj-'E ifEA111-1? j ION OF -L A.3 77 -IE •T70Y 1" 1" 40 i J)S, R -7t USE # )-,,'AO NVj- ,47' '5 E S Y "17 ilP?%' `/7 .",T7NE ROAD 'C'J.,7Vj --jo, 71.77 ;Q INSTAL'- (3) Cl TY-FLv 6"'1 -;'Af,' OV M/-3!- All WIRING SHALL BE FbRNISHED BY T1,-- 41,`D Pl' INS 7A,LEJ i1V*,-i:TW1J,1,-1 1-0 THE SIGNAL POLES. LOCA7E EACts CIAO41-1014 J ?-*!'E;- �`Roi4 0'" IYE THE VIDEO AND POKER CABLE X ?7,;)jV' T -'4f' WTD? 0,�' -t7f,:- LUMINAIRE. CL. I - - CIV (FILE jf J.2-251) SEE SPECIAL PROVfS!,,'1t/5'. --V4jf-t� Ji IS AVAILABLE FOR ff':,-4),:-W �J' T, -i- ";F, Of- 1rf-�,5JEPARTMENT -24 6 A :AI. FF'� ,"5 v`.A,(/ "66') T,?5--J/ 1501 TRUXTUN AVENE CL IR Ld Lo -J LCJ : :I- 1, co- Filt, Name: t0k011-3--wh Drawn: JAFLOR,�-." SHEET NO. W "A" r W`H= LANE MESURFACING1 SM:.. -ET Jot No.: tOk011 E7qineer. JA F -V 1.4 11 OF 12 Da '.e: 09127100 Checked By. R MS RFA CING — KPIL SON ROA 0 TO S,�;, 7 1 N f i,-, 19 sm ALL EXISTING MONUMENTS, MANHOLES, CLEANOUTS, VALVE BOXES EFFECTED BY COLD PLANE AND OR OVERLAY SHALL BE RAISED TO GRADE. ALL STRIPING SHALL. CONFORM TO CAL TRANS STANDARD PLANS DA TED JULY 1992 INSTALL FIRE HYDRANT MARKERS AS SHOWN. - DTL 38 (150 LF) -DTZ 38A fl5q LF) U /L y (Iza, /,L:� Lr/ DTL 38 (60 LF) DTL 39 (620 LF) -HE E 14 CORNEFv AND THE CEN 1 t=R S. t' 17C,,v O.c- ;ECTTON 15 T.30S , R. 27E. WAS USED At!), 1 HE WE BASIS OF BEARING. t 1EARING = N 88 `>7'50*111 i FENCHIM RK 1,,'ED HEAD NAIL A r THE SW RETUI'N 0,' -ST'I>�E ROAD AND WH17E LANE . BENCHMARK EL.EVA -";7911-- :; 71.77 CONCRETE MEDIAN ISLAND ALONG WHI ; F LAh E TO BE CONSTRUCTED PRIOR TO ASPH,4L T OVERLAY WHT ?" i! - t. C LEGEND LIMIT OF COLD PLANE & OVERLAY LIMIT OF COLD PLANE & 0VERLA Y EXISTING CROSSWALK NOT EFFECTED REPLACE 12'" CROSSWALK LINES/STOP BAR `3 LINES (WHI7F) INSTALL FIRE HYDRANT MARKERS RAISE TO GRADE INSTALL TYPE I V(R) PAVEMENT ' MARKING (WHITE) INSTALL TYPE I V(L) PAVEMENT MARKING (WHITE) 4 INSTALL PAVEMENT MARKING SEE SHEET 2 DETAIL RESURFACE AREA COLD PLANE AND RESURFACE AREA 1 1`t1 J1 D n 39 (568 LF Q DTL 38 (2 LF) ahs 77 ��TMi-'r�I.�•�.;,'i�,. �!i ,;.+J.•�!':.,'ii`�'i i.".'i. �,:i ice!/'i: �.�::�.". ;,-": ":,' "'.,.nom f.•�', 't""�.4,a, `."-F"'�"` 'Yi , 'it4�+.e:L.'' ,..",,, ,,`..yam.•. iT �`► TL 39 54+ 415 LF) i ! Ili BEGIN COLD PLANE DTL 9 (620 L -F) --- CROS WALK (28 LF) _DTL 9 (62C LF) TV _---- _ _ 7- 77 _ _ _. wg' — y ti; ul 7. PR�{, J �! '^ G i ',�+M•M' is �•, '".' �• r. 6.. LarLr , w w: i -- e' J'. v f : E �. .— '_ � _. .�. _. r. ..� .... _ —• —� .� _... .— .��+W`y��i"a:.u.s'ti-xm rl..au�mw. .y"�:a pi.ila+� ^.:.`M-W'`+}�?`dS✓.m:}y ...",,u.. ;y'• D TL 9 (620 LF) II I I I L ` :l. . <' 0138 LF) tLAIVE I _ _ — _CROSSWALK (28 LF) 1 ,File Name: t0k011-3—wh Drawn: JAF a:"TE' Job No.: t0k011 Era ineea. J: Date: 09/27/00 Checker` By. III Ill I it/ IIIll 1 11 D 7 ►► 1191(45,45 LF) 1 11 111 l �r yx 8 �P �-DT!-( 22(12' � _? E) 50 LF oof ESSIOiy,� = ';/S E.fA r"'f ! Cl LN Y11,I'l; iC C 33710 i * Exp.6-30-02 Civi N LR CAN � T �� r" �! �; �, i- y'� `. ° �' `'` YR: � SHEET No. a� E UR=ACING —Sim '1-25 TO 12 OF 17 09 ALL EXISTING MONUMENTS, MANHOLES, CLEANOUTS, VALVE BOXES EFFECTED BY COLD PLANE AND OR OVERLAY SHALL BE RAISED TO GRADE, ALL STRIPING SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED JULY 1992 INSTALL FIRE HYDRANT MARKERS AS SHOWN. F-11,711,11, RESURFACE AREA COLD PLANE AND RESURFACE AREA aw INSTALL CITY—FURNISHED CAMERAS SEE SPECIAL PROVISIONS TH r E /4 CORNER �iND TPE CENTEF' SEC'`ON OF SE -770N 15 T,30S, R. 27E. WAS USED A.', Tik TH 7 BASIS OF BEARING. BE4R/NG = N 88`57'S0"W BENCHMArlK RE) HEAD NAIL AT THE S1Y RETURN OF ,7NF ROAD AIVO WH/TF LANE . f?ENCHAIARK ELE'/A77(A'=371.77 LEGEND LIMIT OF COLD PLANE & OVERLAY LIMIT OF COLD PLANE & OVERLAY �f EXISTING CROSSWALK NOT EFFECTED REPLACE 12" CROSSWALK LINES/STOP BAR 3 LINES (WHI TF) INSTALL FIRE HYDRANT MARKERS RAISE TO GRADE �1 INSTALL TYPE I V(R) PA VEMEN T MARKING (WHITE') INSTALL TYPE IV(L) PAVEMENT MARKING (WHITE) 2 -w D TL 38 (60 LF) — 77, - - n - 1 DTZ 5 (620 LF; —, t f r-1 -M in.4 1Z .4 XZ I Cl „ i% is77,77 :y y. �+:, M1' j -r f,. c4,< jdv=W s t i E i�. `4 fti -lY £F, x3 Kn�M, z3a- a� F a t y t t`& ' �a a _ - _ v� 9- Ea m s r ti r_ 7a TP _ _ $�GR'+JT�a^ GTA p5+�h ___ •. ,• LL - 2f1 4(i4'bf'IG1YS 87i-SrtESS � ._ _.- •--- --- ' _ -- -- ---' - - -- - - - - _ _„_.;.r -6...-.U.. .°► - i �:�._ Btu�- - __ ____ — .__ .--•- _--- _-_. - _ -_ -__ .___ .__. D TL 39 (620 LF)ENTPANO r�T D TL 9 (6 20 LF) _ (' -" r 1 B,rd;VF34S4Y SIDE IAT { { { AAM STc aF eus s I WH D Tc . 3. X 158 LF) TTi41 PA RTY { { r_—_ CROSSWALK (28 LF) I A NE fix",QD t.7;'::� l = f?�= l ! '' ✓�'_ ,=,/� G;Al t:�F? t' C 33710rn ,, A Exp. —30-02 ��s;��a � ;�1�-F?::'�i,°_�f_!�►, +''�''�7.: 31:� 1 CAS { 1 !hE>> " AL I. .= W 4-) A'J5 1-6" SCHED. V-), "'GAP; W,/ PU'_? ;`7Fr:Pl(;�':;; �V49 TYPE 5 "IRRIGATION" C,':'RI? C%:L 0/1'-/ SfIT 2) .�,,ff rs 4) C0/,!,71o1>- IV, PULL STRING r),P; 'T i --At FIC: PLI:L BOX ;3,1 {1r tlI W) P1-140 /c-, E -X. COO,.- �,iOEH',ILKIC&G rj`/i cl-' � �'S r'I /YE:-�IL IC " P01 "GO .,TD S -1,S-3 F!'e Name: t0k011— —wh `)rown: J4FLON" �—ACI STREET F- 1 CA PUBLIC Jc'b No.: tOk011 Engineer: JAF Pate. 09/27/00 ; hecked Ery, Rte. U -ACNC - L.S- N ROAD TO SHEET N0. 12 OF 12 tlw _ : E 01HI TE:: LANE-- S i Ri —E T CLOSURE NO IORTH HALF a • s NO TES: CONTRACTOR SHALL INSTALL AND MAINTAIN CONSTRUCTION ZONE SIGNS (NHENEVER WORK IS BEING F'ERFOR.44EO, ALONG WHITE LANE, CONTRACTOR SHALL PLACE APPROPRIATE ADVANCE SIGNS, FLAG TREES, REFLECTIVE CONES AND FUR."IISH ALL NECESSARY SAFETY DEVICES INCLUDING FLAGMEN AND FLASHING ARROW BOARDS, TO PROPERLY PRTOECT AND DIRECT TRAFFIC;. LANE CLOSURES SI -TALL CONFORM TG THE CAL TRANS STANDARD T-12, 1992 EDITION, Ai'VD /0R THE APPLIC BLE PROVISIONS IN THE -MANUAL OF "l'RA,"I,'C CONTROL S FCR CONSTRUCT/CN AND MAINTENANCE ZONES" DATED 1990. CHANGES I-0 PLANS, SPECIAL PROVI IONS ARE NOT ALLOWED 111ETHOUT #11RITTEN PRIOR AFROVAL RY THE CITY ENGIN ER. ALL 0C'Y(-,l E P.ASSAGI--WAYS SHALL MPORARILY CLOSED ALONG WHITE LANE BETINEEN WILSON F,OAD AND STINE ROAD DURING WORK WITHIN THIS AREA. PROPER SIONAGE SHALL BE PLACED TO WARN BICYCLE TRAFFIC. CONTRAOTOR SI -1,41t. PROVIDE TRAFF/ CONTROL PROTECTION WARNING SIGNS, LIGHTS, SAFETY DEVICES, ETC, AND TAKE ALi OTHER MEASURES NECESSARY FOR TRAVELING PUBLI C tS FETY: DAY AND NIGHT L.ANE CLOSURES SHALL COMPLY w7 Til THE I MANUALS O rRAFFI-1C CONTROLS, STANDARD PLANS, AND STANDARD SPECTIFICATIONS of c""',��L TRANS FOR TRAFFIC CONTROL SYSTEMS. THESE PLANS ARE NOT INTENDED TO 1tl.fPOSE UPON THE CONS `RACTOR NY DUTY OR STANDARD OF CARE, GREATER THAN OR DIFFERENT FT'OM, AS REQUIRED 4Y LAW. CONTRACTOR 5H,4,LL PLAN AND CON UCT WORK SO AS TO CREATE THE LEAST POSSIBLE INCONI ENIENCE TO THE TRAVVELING PUBLIC; TRAFFIC SHALL NOT BE UNRE AS ONP; �' OELA YED. O.dAr SFIE � o, jy F ``TIS Q � � �= =� ' •��_� �— -�_- �- � �j !�^' (��Z"�I ��, � 4—� �;r'.".."�P<a='£, , I ,.i./, i. E..°'JC rll�'t_ ._-,=� 4 C 33710 0 7v Exp. 6-30-02 c.�) - tia ST Cl 1� ORp v 4�,I<pr �„ <I=E ...t:. ::.�� c� 3` O �� cA1- 31P �; . , IIIA`:r; ]t e e �e a s e e • CL C2 N WORM MMME WNW, pan" �,. TYPE 111 — 3ARRICADF �. X: A VB - SALEM CT BROCK TON CT , _ EVANSTON U�.1=9111 — __._ __..._ _ ._ y 11.1.) TO i C3A r; LA I 1/RENCE C , f' EO HAMPTON CT cli 'i —,/�J � .– � - .,...Geis-..wG.�. � _.:.6.:.. :�5i; "•_.o` s_.. _. _,�v� t AH� LAAL ROAD cc� d C1.3 i C 8 i i 1 �;N1 C l 3 "' ALDRIN COURT T ly,r uj i i 5 z e 250 — n•_—__.�...— — — — — ., .---_.� .., ._ �..__.a.__..__._._.p' � _ �.. D FEET 500DISTRICT — �_,_.._._,_. _ — _ — — — — — — . ,,._.__.._ _ ..__.r__.___..__._w,�, � �':4•�,e�'��,� ,.. Re Name: KH17E99 DrowrJAt�LC7�::2,T__�.r�. _ r .� L N ESU F Cir I � �I"E i SHEET NO. Job No.: T9K®13 Fi�rJineer: ,IAF Dat': MAR 1999 Checked By, ..-._-. F7 - OL P 1i" CL0 1 l f"EX P ck.' `°' 'i 11 i-1 1,1,,,,F:: 14 OF 17 4133RITD 10 Y} C t3 C8 z I3: p v NO TES: CONTRACTOR SI ALL INSTALL AND tvAINTAIN CONSTRUCTION ZONE S/GNS WHENEVER WORK IS 9EING PERFORMED ALONG WHITE LANE. CONTRACTOt? Sl-iALL PLACE APPRO IATE ADVANCE SIGNS, FLAG TREES, REFLECTIVE CONES AND FURNISH ,ALL NECESSARY SAFETY DEVICES INCLUDING FLAGMEN AND FLASHING AfrRC.� W BOARDS, TO PROPERLY PRTOECT AND D,RECT TRAFFIC,. LAME CLOSURES' ,SHS? LL CONFORM TO THE CAL TRANS STANDARD T-12, 1992 EDI PON., AND/01? ThE APPLIC BLE PROVISIONS IN THE "MANUAL OF TRAF11(- FOR CON S TRUCTI N AND MAINTENANCE ZONES", I A TED 1990. CHANGES TO PLAN.3, SPECIAL PROV IONS ARE NOT ALLOWED WITHOUT WRITTEN PRIOR APRO SAL E Y THE CITY ENGINEER. ALL BICI'GI.E PA SSAGEWA YS SHALL rEMPORARILY CLOSED ALONG WHITE LANE BETWEEh' [sli 501V ROAD AND STINE OAD DURING WORD' WI THIN THIS AREA. PROPER "Z1v`7i/AGf-- SHALL BE PLACED TO WARN BICYCLE TRAFFIC. CONTRACTOP 9-y'ALL PROVIDE TRA F C CONTROL PROTECTION WARNING ,SIGNS, LIGHTS, SAFETYDI V`I `E �,. ETC; AND TAKE All OTHER MEASURES NECESSAR''' FOR TRAVELING PU3L IC'S .SAFE T `," DAY AND NIGHT LANE CLOSURES SHALL C014PL Y 11,11 TH THE MANUAL 5 011_ iWAFI=%C CONTROLS, S ANDARD PLANS, AND STANDARD Sf:ECTIFICATIONS OF CAI_. DZI 'S FOR TRAFFIC CONTRO SYSTEMS. THESE PLANS ARE NOT INTENDED TO IMP, - f: ll'PO.f4I -HE C014TRACTOR ANY DUTY OR STANDARD OF CARE, GREATER THAN Cry' DI : E f'FNT AS REQUIRED BY LAW F)ErA! I- PLAN AND C UCT WORK SO AS TO CREATE 'bE' LEAST POSSILILE TO THE TI :A VVELING PUBLIC; TRAFFIC SHALL NOT BE UNRt. A SONRL. Y _ "lif-l A YE1,,-'. CIT Y OF" �� .� l , � h SS��N�` r �', �O a X1`..7, :i �rE Fi'.. !.) 4 11,it1_ _/ IV,lV' 1_� .r:` tµ ! C 33710Exp. 6-30-02 s0 I 1R CIVI c:l A VE. SALEM CT s /e I � �A BROCKTON CT ` ¢�'� �< t,t' <� i� VANSTDI�a _'IILI ED C + t C 13 +— C 13 HAMPTON LSI WREN CE _tee,._- _ _ ROAD CLCiS�tiRE �, ..-_,.__..,,._....,,,�� , .,._ • "� Int � I � i - Xx s .. t' 77 a — ,i ,m,s✓:,::.,rs:....,,-„«.i„s,,.,,...:aiEmi,:f ..a6;1 rf .,, k,<#Lk,fr.. Ior I • • • • • Si f� Y )qt 7i �s� • • • • • + sli.;}4—C C”, • • • C2 N � t C2 N r= p t t k6 i. lo ALDRIN COUR T- "7 J 250 Ltd 0 FEET 500 p} }' DID �< 7 $, F LEN CJA 9 I I t I t I i t 11 t I . z cz I fio, m •.•��'rk` •vm�.c�s�.rx Pss�i,ca�llaa, I i t q- �. I� i! ,'� 4 �'3 •tee Bey g d �f + �amar• weana�nrxam,4��•a t " / Cn DTO T VL: IY \ a a Mr-Al'� °fir q 2-S -3 file Name: w,-hTE99 Drawn: 14j.-�c VII 1 LANE � RFACIN'G% Z, i PLACE K -RAILS FROM - STA 14+45 TO STA 47+45 (WILSON RD TO STINE RD) PER CAL TRANS STD PLANS T3, 1992 EDITION. DOWELING INTO PAVING SECTION NOT REQUIRED EDGE OF RECONSTRUCTION u -- 13' —+- --�— 11 ' --+-[.0— ) ' __. WEST77OUND WES7BaJND EA' LANE 2 'I -ANE 1 4.1.,.!1,- I -- 12' —i- FLOWLINE E, ISTDOUND LANE 2 o \ ST RIPE LAI 1E ONE i J LEFT TUBI J CLOSED APE 1 ) i DETAIL 8 (PAINT ) -1 ) DETAIL NT 21 (PAINT) )230 F .. - -L -- — --- -- �x SCALE. 1`50-9 = - - - -- DETfiX 8 ,=SIN. Lff - - - � W C30 r'�3FESS�C�q r, .' D.J Gi _, Ir�"1--E1: k,, 1 , _ F JC >rd`'.E_ A-� i:,= C 33,710 Exp. 6-30-02 j L.oLJ �J`� ' AA 'I I�'�j � .E3f' �F_'EN YYILSON ROAD AND S77NEROAD �J ! ' \ I - -�I 50' 119 II II 14 � C18 1I CJI ;I i_. ;i •� �� ir CI8 i Ilk 4) I �_ �,.��st��■ L SAW, Q fI &A + I I I I q WUi REMOVE EXISTING MEDIAN ISLAND cr `�10 ...._ o II N 2 �' m Z 1N THIS AREA (2' WIDE x 205 ' LONG)010 I it it ¢,._.�_ _. it s.• a + x lie; cru ,,fir, �i 1 / 1 iai o DETAIL 9 (PAINT) 200 LF - _-_-_-_-_-_----------------------------_______--\�_---- - -- - _____��i/ , �` =ice✓�, ' ,� „_ - _ _ z -------------- -- - ;7-:7 ----- !7, T i' —r Y- 4: _. —K ..i , `l , a ..,. .._..- , 1 S} - --------------- -------------- ��------------•-__--_-_____ _-__-_____ __--____-=-_== _ _ _______-_-__--_-_-_--__-__-_-_-__- -- __=_"-_-__ - - --- - - - ----- - �1 PLACE ANNELI G Tj R7 aT � W 75 N � ` DEVICE 290 LF) �� END CHANNELIZERS �V, ALM ct (25 FT OAC) q RCS C 1 E1,10 TAPER ij l J -- - �'�•- e a E11 -GIN BUFFER "3 i. REMOVE EXISTING STRIPING ' AND MARKINGS IN THIS AREA - Z 2 rt. m 40 �� /6 FOR STEI�UND FORWE7ROUN:' 1 h TRAFFIC C2 TYPE !ll _A0 ^�,roKK ..�^!; :Fa.,' <,.�.aw �«.v,y«,;,nMn?.m?+�w«:em._w..A;�a,.,ay,._.,w.,.,:,,,..:��y.,,,;��pY. •£'_ ,.,....�,« ? t p 47 f >a •�-._....—.'i., ,_,V ^.—_. �-,bex'..e .>a.�n .. nrekF.�ad xc��4'.}��...,.., wns.t45,.,,,•-} 'I M.�«.. C! FOR M7,SM0,3A9 RAFFIC t n`J 'i I i t � I ANEW WHITE LAAAM. • • 1) AL; 1"?'E i I A,ji ',;R5 CO3,Y:5TtT'.r� F'El; Al; 7-1 ;'TIT- THi S:�lr:T ;>,=iA ' �. � • � BE' , i� 04I"? 411I•�at I�>^, 'k' Ah 'A �:Al :i!!' 114ORL�' S r E 'S' ,-cm ! r, s TRAFFIC FLOW - 2) (EACH LANE) S7 -i, ,if," M7ir V/:}t;.' ,t7EA ')N NO>i'11-' SrH • CC' .°'_ ATE• CONSIRUVION POLE WITH SIGN(S) 3) Rf",46E A4E_01jk!" `0 1117S" I— WATT) W';'Eh' ,fit `jjf or ITE ONE= ' SURFACE MTD CHANNELIZERS 4} CITY E(}RCb;, 710 ;7161'','Atlk•;`;F• 4z±f7 TURN S[?rVQI. i'l,i:��'J�� TI LEI TO "M -50N 17ti)ALl ARRICADE RIB 10TY--2 a Ws REMOVE ALL EXISTING wl DETAIL 40 STRIPING r 1 PLACE NEW DTL 40 Q (200 LF TOTAL -PAINT) o „75 LF lel REMOVE DEAL 9, DE: A L 38, AND DETAIL 22 s7RePINGs i c� u/rANIC, Rib L IT • • _"" •._.. • '~• — • -_ _.. __ -_. --. ` � �) ',. r_.... it a.. 50 — ai+ ._.,. • _•_ •__• __' .,.-, ._� ~••.stir yam/ �^ - • — 6 i 10 40 DETAIL 21 (400 LF) PAINT EASTBOUND TRAFFIC (MOUNT ON TRAFFIC Ttc SIGNAL ARM _ ._ __ .- ._. _ __r 3 - -_, 3.,AKEtRR—FZE.LL_) CALIFORNIA mm� WHI f Igmi'"' w a 4_9 f 9.0 i'd0of 100. 5 File Name: WNlTE99 Drawn: JAfL4RL:.~� -. v._....__.-..,..�.—.._.__-__._.�...._._,_ __w. ' C' i � � n "T I�'��KI,1 11,11 . SHEET N0. PUBLIC K Job No.: T9xor3i��er „AF Date: MAR 1999 Ch7-cked By. - TRAFFIC M- OL 1®L �'' :,T GLOSLIj� �% f�� ;�i�l�� 1.1, � Ia; 16 OF 17 1 __ - Z=- - PLACE K -RAILS FROM - STA 14+45 TO STA 47+45 (WILSON RD TO STINE RD) PER CAL TRANS STD PLANS T3, 1992 EDITION. DOWELING INTO PAVING SECTION NOT REQUIRED EDGE OF RECONSTRUCTION u -- 13' —+- --�— 11 ' --+-[.0— ) ' __. WEST77OUND WES7BaJND EA' LANE 2 'I -ANE 1 4.1.,.!1,- I -- 12' —i- FLOWLINE E, ISTDOUND LANE 2 o \ ST RIPE LAI 1E ONE i J LEFT TUBI J CLOSED APE 1 ) i DETAIL 8 (PAINT ) -1 ) DETAIL NT 21 (PAINT) )230 F .. - -L -- — --- -- �x SCALE. 1`50-9 = - - - -- DETfiX 8 ,=SIN. Lff - - - � W C30 r'�3FESS�C�q r, .' D.J Gi _, Ir�"1--E1: k,, 1 , _ F JC >rd`'.E_ A-� i:,= C 33,710 Exp. 6-30-02 j L.oLJ �J`� ' AA 'I I�'�j � .E3f' �F_'EN YYILSON ROAD AND S77NEROAD �J ! ' \ I - -�I 50' 119 II II 14 � C18 1I CJI ;I i_. ;i •� �� ir CI8 i Ilk 4) I �_ �,.��st��■ L SAW, Q fI &A + I I I I q WUi REMOVE EXISTING MEDIAN ISLAND cr `�10 ...._ o II N 2 �' m Z 1N THIS AREA (2' WIDE x 205 ' LONG)010 I it it ¢,._.�_ _. it s.• a + x lie; cru ,,fir, �i 1 / 1 iai o DETAIL 9 (PAINT) 200 LF - _-_-_-_-_-_----------------------------_______--\�_---- - -- - _____��i/ , �` =ice✓�, ' ,� „_ - _ _ z -------------- -- - ;7-:7 ----- !7, T i' —r Y- 4: _. —K ..i , `l , a ..,. .._..- , 1 S} - --------------- -------------- ��------------•-__--_-_____ _-__-_____ __--____-=-_== _ _ _______-_-__--_-_-_--__-__-_-_-__- -- __=_"-_-__ - - --- - - - ----- - �1 PLACE ANNELI G Tj R7 aT � W 75 N � ` DEVICE 290 LF) �� END CHANNELIZERS �V, ALM ct (25 FT OAC) q RCS C 1 E1,10 TAPER ij l J -- - �'�•- e a E11 -GIN BUFFER "3 i. REMOVE EXISTING STRIPING ' AND MARKINGS IN THIS AREA - Z 2 rt. m 40 �� /6 FOR STEI�UND FORWE7ROUN:' 1 h TRAFFIC C2 TYPE !ll _A0 ^�,roKK ..�^!; :Fa.,' <,.�.aw �«.v,y«,;,nMn?.m?+�w«:em._w..A;�a,.,ay,._.,w.,.,:,,,..:��y.,,,;��pY. •£'_ ,.,....�,« ? t p 47 f >a •�-._....—.'i., ,_,V ^.—_. �-,bex'..e .>a.�n .. nrekF.�ad xc��4'.}��...,.., wns.t45,.,,,•-} 'I M.�«.. C! FOR M7,SM0,3A9 RAFFIC t n`J 'i I i t � I ANEW WHITE LAAAM. • • 1) AL; 1"?'E i I A,ji ',;R5 CO3,Y:5TtT'.r� F'El; Al; 7-1 ;'TIT- THi S:�lr:T ;>,=iA ' �. � • � BE' , i� 04I"? 411I•�at I�>^, 'k' Ah 'A �:Al :i!!' 114ORL�' S r E 'S' ,-cm ! r, s TRAFFIC FLOW - 2) (EACH LANE) S7 -i, ,if," M7ir V/:}t;.' ,t7EA ')N NO>i'11-' SrH • CC' .°'_ ATE• CONSIRUVION POLE WITH SIGN(S) 3) Rf",46E A4E_01jk!" `0 1117S" I— WATT) W';'Eh' ,fit `jjf or ITE ONE= ' SURFACE MTD CHANNELIZERS 4} CITY E(}RCb;, 710 ;7161'','Atlk•;`;F• 4z±f7 TURN S[?rVQI. i'l,i:��'J�� TI LEI TO "M -50N 17ti)ALl ARRICADE RIB 10TY--2 a Ws REMOVE ALL EXISTING wl DETAIL 40 STRIPING r 1 PLACE NEW DTL 40 Q (200 LF TOTAL -PAINT) o „75 LF lel REMOVE DEAL 9, DE: A L 38, AND DETAIL 22 s7RePINGs i c� u/rANIC, Rib L IT • • _"" •._.. • '~• — • -_ _.. __ -_. --. ` � �) ',. r_.... it a.. 50 — ai+ ._.,. • _•_ •__• __' .,.-, ._� ~••.stir yam/ �^ - • — 6 i 10 40 DETAIL 21 (400 LF) PAINT EASTBOUND TRAFFIC (MOUNT ON TRAFFIC Ttc SIGNAL ARM _ ._ __ .- ._. _ __r 3 - -_, 3.,AKEtRR—FZE.LL_) CALIFORNIA mm� WHI f Igmi'"' w a 4_9 f 9.0 i'd0of 100. 5 File Name: WNlTE99 Drawn: JAfL4RL:.~� -. v._....__.-..,..�.—.._.__-__._.�...._._,_ __w. ' C' i � � n "T I�'��KI,1 11,11 . SHEET N0. PUBLIC K Job No.: T9xor3i��er „AF Date: MAR 1999 Ch7-cked By. - TRAFFIC M- OL 1®L �'' :,T GLOSLIj� �% f�� ;�i�l�� 1.1, � Ia; 16 OF 17 1 12' EASTiOUMD EAST3E VISTROUND LANE 2 LA,VEI LANE I LANE PLACE K -RAILS FROM STA 10+45 TO STA 47+45 (WLSON RD TO SPNE RD) J, PER CAL TRANS STD PLANS 73, 1992 EDITION. DOLING IN70 PAVING SECTION NOT REQUIRED EDGE OF RECONSTRUC77CW Z E SQ'S N TVq D. X -z-1 TRAFFIC F LOW1) f EMOV Oil 'FUP!-WAE ?Y STRIPING (PAINT) AND REPLACE ORIGINAL 3710(EACH LANE) E,?,kfOF� LAS 77C) WHEN WO$?K AREA ON SOU -7H SIDE IS Exp. 6-30-02 C0NS7RUC77ON POLE 5� D 0 2) PEPLAG' AFfi'tAN CURE V KITH S;GN(S) IEST OF WILSON ROAD WHEN BQM SIDES OF Wks A C.--'J,I ",-?I /Y E • SURFACE MID CHANNELhIERS E 19 ------- SCA E.• 1 "=5C DETAIL 8 (PAINT) DE7 D T ZrAlL 21 'PAINT cit - AL 8 (PlIN CONBTRUC-ri'�t:%N LANE WIDTHS. DETAIL cli NEW JTL 40 (PAINT) II 41 11 P, REMOVE EXISTING 4' WDE CONC, MEDIAN ISLAND C-4 SLJ�')p JA�i (_'�J; It II11 op RE V, I TO Bic-' REPLACED KITH M-2 MEDIAN ISLAND AT THE I � �i 1111 : � f c + !2 COMPLE77ON OF PROJECT (210 LF) '3TED SPEED LIMIT 45 MPH 01 4 CHANNELIZERS 0 20' 01C (200 LF) H '01) EAR -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - ___=_- - --==----__•__=— - p)N'25 L.' ---- ---------- -------- REMOVE DTL J2 — -------- - - ------------- -------------------- ____ ---- -4 0 0 - Jw*. ------------- -------- ----- - - ------ – — -- ------------------------- ---- --------- ------------- - - - ------- `-7 : --- - ------------- --- - - -- ---------------------------- - - ------- - ----- ----------- - - --------------- ---- ----------------- * -------------- ------------ - ------------- --------- T, f VA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --% - - - - - - - - - - - - --- - - - - -- 1"Y"S `E!' '�PEED LIMIf T 45) MPH R. I 1D m n19 ply + C.11 C7 11, \E A', W74 (L) I LEFT C40 C�) i L <9> + cl z - i- I - "-,- * j ii i — — EXISTING DTL J6 STRIPING 0 REYOVE EXIST7 4c (200 LF) I 200 FT 16 1� W6 - V) FAJ 2_j co CUMT +JJJ C2 N rA IC F 1,*, rr.,I� tl,�7v� C""U` . RVA_ A, r�4 _N Q FLASHING A, ?ROW SIGN Zt I - fay I - (�) - (b Z - "K REMOIC 71 LF- *+ ci (TYPE A)�7 W DETAIL 38 ----- ------ ------------ G) t...o,1TY Bill fK, F.-:FRISFIE --- --------- 9 ----- -- --- ------- 0 Ak. ----- ----- ___ cz� + REMOVE 102 IF - DETAIL 9 u) Fe C,5 >w IX REMOVE 167 LF - IT 1 ch X v DETAIL 32 Q W6 4� Cuz EM 4, rosli c / i 3 PUS 1C 1,110RI-:."S DE ,�ve vome: 14-HITF-99 Dro Nn: JA Ft Cf? Job Vo.: T91,T13 JAF MAR 19.99 Checked BY.- ----------- 1 1*0 v if mm r (R. 18 --------- ---- ----------- If if V*v7-;7TE LANE FA CIN ".7/ SHEET NO. TRAFFIC CONTROL PL.-AN-St._**.',UTH 11ALF .15317PS"'E'll' 17 OF 17 ?