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HomeMy WebLinkAbout3.2-5571 LIST OF DRA WINGS SHEET 1 T/ TLE SHEET SHEET 2 DETAIL SHEET SHEET 3 SIGNING, STRIPING AND MEDIAN MODIFICA TION SHEET 4 TRAFFIC SIGNAL MODIFICA TION CALTRANS 2006 ES -1 A ES -3C ES -5C ES— 7G A20C A87B ES -1 B ES— 4A ES -5D ES -10 A20D ES -1 C ES -4B ES -6A ES -11 A24A ES -2B ES -4C ES -6B ES -13A A24B ES -2C ES -4D ES— 7B ES -13B A24C ES -2E ES -4E ES -7F A 10D A24D ES—JA ES -5A ES— 7G A20A A24E ES -3B ES -5B ES -8 A20B RSP A88A CAL TRANS 2010 STANDARD PLANS ES- 7B, ES- 70, ES- 7E, ES- 7F, ES- 7G, ES- 7M, ES- 7N CITY STANDARDS T-2, T-34 CONVENTIONAL SYMBOLS CITY OO F = AKE ' SFIELD DEPARTME T OF' P = LI WORKS ON WHITE LANEAND SO H STREET FEDERAL PROJEC.T NO CML m5109(188) EASEMENT — — EXIST. CURB & GUTTER -- RIGHT-OF-WAY --------------- EXIST. A. C. FL0KLINE CENTERLINEEXIST. EDGE OF PAVEMENT RAILROAD TRACKS GUARD RAIL x CHAIN LINK FENCE IMPROVEMENTS - - - - CONDUCTOR LINE UTILITY SYMBOLS w EXIST WA TER LINE G EXIST GAS LINE OH EXIST AERIAL LINES Tv EXIST UNDERGROUND TV CABLES FO MANHOLE P.P. -e- POWER POLE s EXIST SEWER LINE sG EXIST STORM DRAIN E EXIST UNDERGROUND POWER LINE T EXIST UNDERGROUND PHONE LINE F. H. ,QFIRE HYDRANT VZ) TRAFFIC LOOP TYPE D ElW.M. . M WA TER METER 0 TRAFFIC LOOP TYPE E W.V. QZJ BICYCLE LOOP TYPE D "MODIFIED" � EXISTING MONUMENT DQ WATER VALVE 1040 LF G. M. LF ,J STREET SIGN 1050 GAS METER S. L. G. V. �t STREET LIGHT DQ GAS VALVE STREET LIGHT W/MAST ARM {�- BENCHMARK C.O. � CLEAN OUT VEHICLE DETECTION CAMERA (--+t- RADIO ANTENNA Q PRE-EMPTION DEVICE LOCATION MAP NOT TO SCALE I FINAL PAY QUANTITIES I ROAD WA Y EXCA VA TION REM 0VE TRAFFIC STRIPES AND PA VEMENT MARKINGS THERMOPLASTIC DETAIL 9 THERMOPLASTIC DETAIL 22 THERMOPLASTIC DETAIL 38 THERMOPLASTIC PAVEMENT MARKINGS (WHITE) 870 CY 2025 SQFT 1040 LF 90 LF 640 LF 1050 LF Job No.: T21<206 File Path: S:\PROJECTS\Rlt\Projects\11-12\ T2K206_Panama_Reliance_recover_1 _17361.dwg CLOS ANGELES SAN DIEGO c' S TA TE OF CALIFORNIA �. BA KE�i CORPORgr�d`4v%� tj .ljj� `LIF ORS NO TE.• THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES: U CZ,4 SS .1 or C-10 NO TE.- THE CONTRACTOR SHALL CONTACT THE USA LOCATOR CQ SERVICE 1--800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. U3 3 C� 3 i APPROVED BY. Q � RAUL M. ROJAS, R.C.E. 39880 EXPIRES 12-31-13 DATE W PUBLIC WORKS DIRECTOR Q ROFESS10 6 DEAN RN �, APPROVAL RECOMMENDED BY: Lu C 46803 J Ex 63013 x " `v * P. ——* ASSISTANT PUBLIC WORKS DIRECTOR DATE CIVIL CIVILENGINEER IV — DESIGN ENGINEERING DATE i TRAFFIC ENGINEERING DATE TRAFFIC S143NAL AND MEDIANI A 77oN NO OF WHITE LANE AT SOH EET 4 SHEETS HOT MIX ASPHALT ±2' HOT MIX ASPHALT CONCRETE PAVEMENT VARIES CONCRETE PA VEMENT ±2.0' TO ±19.5' X2.8' TO ± 18' TIE-IN SEE SHEET J 3 SEE SHEET J SEE PLAN SH J 3 Q FINIS'72 a p O 1 B MATCH EXISTING GRADE GRADFINISH GRADE SLOPE VARIES w EXISTING PA 4/Er�ENT SURFACE `• '. 0 O S 1 A m C) w n- - - - - - - N O0.45' TYPE "A" AC OVER 1.25' CL2 AGG BASE OVER 0.8' COMPACTED GROUND TO 957, RELA TI VE DENSITY N N 0 N T; 0 c U °' MATCH EXISTING GRADE EXISTING PA VEMENT SURFACE rn N U V) Q) J O 0.45' TYPE "A" AC OVER o 1.25 CL2 AGG BASE OVER 0.8' COMPACTED GROUND TO _I 957 RELA TI VE DENSITY 0 0 Q) C_ ±2 j CO Cl) D Cl) MA TCH EXISTING GRADE a� EXISTING PA VEMENT SURFACE r N N `S 0 N I N 0 N CD z w w z z w CONTINUE EXISTING SLOPE THROUGH SAWCUT LINE EXISTING PAVEMENT SURFACE .:. 'Xi STA 6+60 TO STA. 7+80 NOT TO SCALE © w MEN 7 : � NO"I E: SAWCU..I_ ;.1.0 CL.E: AN VERTICAL LINE. 5 o� STA 7+80 TO STA, 9+J5 - .�2' HOT MIX ASPHAL T CONCRETE PA VEMENT TIE-IN SEE SHEET J 0 NOT TO SCALE ' HOT MIX ASPHAL T HOT MIX ASPHAL T NCRETE PA VEMENT CONCRETE PA VEMENT E -IN SEE SHEET J ±2' TO ±1,9.5' ±2.8' SEE SHEET ,J O FINISH 1 2 O4 O GRADE 2 � FINISH \ GRADE1. 11101 O '•..',�.'•.. OX VARIES 5 NOTE: SAWCUT TO CLEAN VERTICAL.. LINE. l STA 10+55.60 TO STA. 12+94.40 C; T Y OF c BAKERSFIELD, CALIFORNIA FINISH GRADE SLOPE VARIES CONTINUE EXISTING SLOPE THROUGH SA WCU T LINE. EXISTING PA VEMENT SUPrz rc MATCH EXISTING EXISTING PA VEMENT SURFACE NOT TO SCALE �4 MA TCH EXISTING --� SIDEWALK GRADES 12" CURB HEIGHT WITH VARIABLE RAMP -SIDE CURB REVEAL AS (TYP,? - - - INDICA TED BY PROPOSED GRADES ±267.0 TC°° ,'! ± �� ±267.02 TC f GB TYP. ±266.52 SWI ,.y. \ f£r, fF` LANDING GB(TYR) rF c 8 J.% MAX. 3>" , MATCH EXISTING =Zao." Ic, SIDEWALK GRADES ±266.44 SW MATCH EXISTING TC 8" CURB. 3CR, R=20' ±266.61 TC ±265.94 SW WATER METER TO -- BE REL OCA TED BY 0 THRS. ACCESS RAMP DETAIL ±265.7, EXISTING SIDEWALK �;rEXISTING SIGNAL PULLBOXS SHOWN TO BE RELOCA TED SEE SHEET 4. (TYP) ECR R=20' MATCH EXISTING TC PROVIDE 2(TYP) PAVEMENT TIE-IN. INSTALL STAMPED CONCRETE (TYP.) EXISTING DROP INLET AND 18" STORM DRAIN PIPE, PROTECT IN PLACE PROVIDE 5' WIDE ACCESS RAMP AND CONSTRUCT FULL HEIGHT 8" CURB Ai��D IMPROVEMENT AS SHOWN. MATCH EXISTING FL GRADES HORZ 1 "-6' 6 E T I A--- A HORZ. 1--2' VER T. 1 "=1 ' LANDING @SECTIONB-13 HORZ. 1 "= 5' VER T 1 "=1 ' File Nome: White H ii Mod RecoverLotestUcrch29 Drawn: RT PUBLIC WORKS DEPARTMENT Job No.: T7K1J1 Engineer., R. TABLIT Date: Jun. 5, 13 Checked By -1) ME IND GUTTER ±266.44 Q�pFESS /pN\ OF -AN REGISTERED CI VIL3 ENGINEER C 46803 8 * Exp. 6-30-13 J CITY OF BAKERSFIELD1501 ENUET C1V1� BAKERSFIELD, NCAV 93301 F OF CA1-� REVISIONS NO. DA TE DESCRIP TION 1 / / 3T CONSTRUCTION NOTES: QA- CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT SECTIONS A-3 AND B-3 BEGINNING AT STA 6+60 AND EXCAVATE TO A DEPTH OF 2.50 FEET, AND PROOF ROLL NATIVE. NEW PAVEMENT AREAS SHALL BE BACKFILLED WITH 0.45' TYPE "A" AC OVER 1.25' CL 2 AGG BASE OVER 0.80' COMPACTED GROUND TO 95% RELATIVE DENSITY. B- THE PAYMENT AREA WITHIN 2 FEET OF NEW MEDIAN CURB AND PAVEMENT SAWCUT SHALL BE BACKFILLED FULL DEPTH WITH ASPHALT CONCRETE TO A DEPTH OF 1.0'. C- CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT SECTION C-3. WHERE THE PAVEMENT SAWCUT COMES WITHIN 2 FEET OF EITHER THE WEST OR EAST SIDES OF NEW MEDIAN CURB THE BACKFILL SHALL BE FULL DEPTH ASPHALT CONCRETE TO A DEPTH OF 1.0'. OCONTRACTOR SHALL CONSTRUCT TYPE "M" MEDIAN CURB PER CITY OF BAKERSFIELD STANDARD ST -2. EXISTING CROSS SLOPES VARY FROM STA. 6+60 TO STA 12+93. MATCH EXISTING SLOPES AT SAWCUT LINE SEE SHEET 3. 4 CONTRACTOR SHALL INSTALL HARDSCAPE SURFACE PER CITY OF BAKERSFIELD STANDARD L-12, CROSS SLOPE FOR HARDSCAPE SURFACE SHALL NOT EXCEED 15%; THE TEXTURED SURFACE SHALL BE 4" THICK 3/8" PEA GRAVEL EXPOSED AGGREGATE CONSTRUCTION SIMILAR TO THE EXISTING MEDIAN ISLAND HARDSCAPE TEXTURE AND COLOR DIRECTLY NORTH OF THE INTERSECTION ON SOUTH H STREET AND PER THE SPECIAL PROVISIONS. MODIFY EXISTING IRRIGATION SYSTEM AS NECESSARY, PER SPECIAL PROVISIONS. OCONTRACTOR SHALL COMPACT MEDIAN FILL TO 90% RELATIVE DENSITY. (� J CONTRACTOR SHALL REMOVE EXISTING CONCURETE CURB RETURN AND "'���✓✓✓ CONSTRUCT A CASE A ACCESS RAMP PER NORTHWEST CORNER ACCESS RAMP DETAIL AND SECTIONS PER CALTRANS PLAN A88A, LATEST REVISION. MEDIAN MODICA TIONS WHITE LANE AT SO H STREET 3 a ss'7 0 1 SHEET NO. 2 OF 4 2 3 ±8.0, .±4.68' �. 5.0' � 15. J7' _.._ ____.......W..._�......_ .__ __._...._...._._..._.......__ ±266. 31 TC ±266.67 TC ±266.00 S i ±265.94 SW I TC 267 -._ SW I A CCESS ,�'A CURB i 266 :._.._.__........_......_.....__.._..... 8.33% 3.5 MAX. 1.3%--l.5% I ±266.6 TC ±265.94 SW 265 _ - ._..._.....,, .....__ 5 16 15 20 25 J0 6 SECTION "= HORZ. 1 5' VERT 1 "=1 ' MEDIAN MODICA TIONS WHITE LANE AT SO H STREET 3 a ss'7 0 1 SHEET NO. 2 OF 4 2 3 J M Q F- W M O >-- M 0 W O J W I I n Q0 N 0 0 N O Q) 3 CO L N c - U U a� O U Q) ry I O C- .0 u CQ) L C- i cD 0 / 0 Cn Z O U7 I N N Y ro F- O N I N O N V Z_ W W z CD Z W I 0 0 ►A STA. 6+60, 00, -25.6' L T STA. 6+60.00 TO STA. 6+70.00 BEGIN 2' SAWCUT AND REMOVAL BEGIN .110' TRANSITION FROM FULL REVEAL OFN EXISTING MEDIAN; BEGIN TO MA TCH EXISTING TC & AC GRADES CONSTRUCTION OF TYPE "M" MEDIAN CURB. SEE SHEET 2 C-) c'z FOR DETAILS MATCH EXISTING zz ct C� �3 G'} CJ F••„ 9 a.d -- `--- 2 8' MEDIA a. z6266.34 AC -_... - 4 A od ... - ,.,,..12$&:41 AC i EXISTING MEDIAN -� ISLAND EXISTING TREE PROTECT IN PLACE STA. 6+60.00. -3.5' LT BEGIN 2' SA WCU T AND REMO VAL OF EXISTING MEDIAN, & ASPHAL T PA VEMENT• BEGIN CONSTRUCTION OF TYPE „M„ MEDIAN CURB, & TEXTURED PA VINO; BEGIN 20.00'X120' BA Y TAPER, SE SHEET 2 FOR DETAILS. MA TCH EXISTING SCALE 1 "=,30' EXISTING MEDIAN ISLAND 04 SO. "H" STREET rMIN SO H ST (SOUTH LEG) SO H ST (NORTH LEG) SO H ST (NORTH LEG) EAST CURB FACE EAST CURB FACE WEST CURB FACE' MEDIANj'`�B,AY- TAPER 201 f 'X /20' STATION OFFSET 6+60.12 3.50 LT _.... , i2s6.56 AC 3:91' LT 6+80.12 4.68 L T 6+90.12 5.98 L T 7+00,12 7.81' LT 7+20 .12 12. 00' L T 7+407.12 16. ,91 L T 7+50,12 18.02 L T 7+60.12 EXISTING MEDIAN -� ISLAND EXISTING TREE PROTECT IN PLACE STA. 6+60.00. -3.5' LT BEGIN 2' SA WCU T AND REMO VAL OF EXISTING MEDIAN, & ASPHAL T PA VEMENT• BEGIN CONSTRUCTION OF TYPE „M„ MEDIAN CURB, & TEXTURED PA VINO; BEGIN 20.00'X120' BA Y TAPER, SE SHEET 2 FOR DETAILS. MA TCH EXISTING SCALE 1 "=,30' EXISTING MEDIAN ISLAND 04 SO. "H" STREET rMIN SO H ST (SOUTH LEG) SO H ST (NORTH LEG) SO H ST (NORTH LEG) EAST CURB FACE EAST CURB FACE WEST CURB FACE' MEDIANj'`�B,AY- TAPER 201 f 'X /20' STATION OFFSET 6+60.12 3.50 LT 6+70,12 3:91' LT 6+80.12 4.68 L T 6+90.12 5.98 L T 7+00,12 7.81' LT 7+20 .12 12. 00' L T 7+407.12 16. ,91 L T 7+50,12 18.02 L T 7+60.12 19.32 L T 7+70),12 19, 95 L T 7+80.12 20.00 L T MEDIAN BAY- TAPER f 20'x 120' STATION OFFSET 11+55.77 0.00 LT 11+60.77 0,46' LT 11+65.73 1.26' LT 11+70.67 2, 36 L T 11+75.44 5:78 LT 11+85.57 6.93 L T 71 +95.39 10, 08 L T 12+00 J1 11.501' L T 12+05,25 12.60 L T 12+10.21 13.40 LT 12+ 16.31 14.007' L T MEDIAN BAY- TAPER 20`/R, 120' STATION. OFFSET 11+55.77 2.80 L T 11+60.72 3;29 LT 11+65.65 4.08 L T 11+70.68 5.18' LT 11+75.17 6.59 L T 11+85.40 9.74 L T 11+95.07 12.89 L T 12+04.98 14, 31 L T 12+079.95 15.43' L T 12+14.94 16.23 L T 12+21.11 16.80 L T CONSTRUCTION LEGEND EXISTING MEDIAN REMOVAL C. I EARTHWORK EXCAVATION AND NEW ASPHALT CONCRETE PAVEMENT AND TIE-IN LIMITS TO BE y j E INSTALLED WHERE INDICATED ON PLANS. SEE 0.� W SHEET 2 FOR DETAILS STA, 10+42.90 7670 LT �; w b a3 CONTRACTOR SHALL CONSTRUCT TEXTURED I BEGIN RAMS,'„ C&G. 1 I CONCRETE MEDIAN ISLAND PER DETAIL MATCH EXISTING ON SHEET 2. N.�28T.24 AC PROPOSED AC PAVEMENT GRADES 1 BCS 41 HIGH POINT RIDGE LIhIE" GRADE TO DRAIN.77� _�- _. ...... ........ .. ..... - - --------- - ------ - - - �0 ...........-- ............. . . FO LUINE 5 STA. 10 00 2.8' MEDIAN2.8' MEDIAN ._........................' .::,.. _:»<... <..<_...._... HA-!tti�t FT. _ AC i 1268.67 AC RIDGE UNE i i �•1: AC . t 7.t�1I Ir 14 , 7 -If Ac a ss Ac 2' SA MICU T 1 SD - yti:; co now 10 cygcact i46 Lo 00 110 Median Modification Plan (N Scale: 1 "=30' 0 w w� TRIPINGISIGNA GEICONSTRUC TION NO TES 11 CONTRACTOR? SHALL REMOVE CONFLICTING PAVEMENT 10 CONSTRUCT CASE "C" ACCESS RAMP PER CAL TRANS STATE STD PLAN MARKING/STRIPING AS INDICA TED ON THE FLANS. RSP A88A, LA TEST REVISION. O INSTALL 1' WIDE THERMOPLASTIC CROSSWALK STRIPING (MITE) GCONSTRUCT ACCESS RAMP PER NORTHWEST ACCESS RAMP DETAILS AND V INSTALL THERMOPLASTIC TYPE IV ARROWS SEC TIONS THIS SHEET AND SHEET AND PER CAL TRANS S TA TE S TD PLAN RSP A88A, LA TEST REVISION. PROTECT EXISTING STORM DRAIN DROP INLET Ih Q INSTALL THERMOPLASTIC DETAIL 9 PLACE. WATER VALVE AND SIGNAL PULLBOX TO BE ADJUSTED BY OTHERS! 12 CONSTRUCT TYPE „A„ Or "B" CURB AND GUTTER TO LIMITS OF NEW ACCIWSS O INSTALL THERMOPLASTIC DETAIL 22 RAMPS AS APPLICABLE PER COB STD ST -1. PROVIDE 2' PAVEMENT TIE -/N, s INSTALL THERMOPLASTIC 4" STRIPE (WHITE) TYPICAL ALL FOUR CORNERS 7 INSTALL THERMOPLASTIC DETAIL J8 13 GRADES ARE FOR GENERAL GUIDANCE TO THE CONTRACTOR. THE FINAL GRADES SHALL BE DETERMINED BY THE CONTRACTOR PER THE DETAILS ON 8 REMOVE AND REL OCA TE SIGN INDICA TED. SHEET 2. HIGH POINTS AT RIDGE LINE GRADE TO DRAIN. 9 CONSTRUCT CASE "A" ACCESS RAMPS PER CAL TRANS STATE STD PLAN RSP A88A, LATEST REVISION. ELGIN EX DETAIL 9 REMOVAL I BEGIN NEW DETAIL 9. STA. 7+ 13 401 2J L T MA TCH EXISTING ANGLE POINT 85 SQ FT 1 AL O DETAIL 9 290 LF 500 SQFT 1 --------------- I , ... .. ...... ......_................. :....... .. .,. ...,::: ....<. ..' ..w««ewyn.,:;ia-,iii si m , - - - --- -- -- -- - - ---.. DETAIL 9 190 LF O 50' STA. 6+95.00 1 BEGIN DETAIL 9 REMOVAL BEGIN NEW DETAIL 9 MATCH EXISTING EXISTING TREE TO BE - TRANSPLANTED OR REMOVED BY OTHERS V 70 SQ FT [ 1 SO. nH" STREET t 370 SQ FT 2 370 SQ FnT1 W i � 3 Strh3inm and Sionina Plan Scale: 1 "=30' M 100' 1 465 SQFT 85 SQ FT o QR(3FESS/ N pEAN R ID _' "�' �,� s•,r y...:_;- iia/ �o �' REGISTERED CIVIL ENGINEERCy-C 46803 f * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE 97F C1 V 0- BAKERSFIELD, CA 93301 cwt REVISIONS No. DA TE DESCRIP TION 1 1 ,2 3 3 SCALE 1 "=30' EXISTING SIGN (PROTECT IN PLACE) 4' �_.. STA. 10+62.90, 49.8`) LT ECR M.A TCH EXISTINC- 5' STA. 10+42.90, 69.80 LT BCR R W 20 , 8' CURB i Northwest Access Ram Scale: 1 "=10' -m _ _ STA. 12+99, 00 STA. 13+75.00 4 .DETAIL 9 290 LF 3 OFFSET END DETAIL 22 END DETAIL 9 „»»... MA1 Cf EXISTING 90 LF 5 . _..., if,»» .,,,.»„>,..:«.«e»>v»,+s�.+;, �.rzz«<u<u<«uiii.«<nnn-un . <««.<M�u»., ,.:;:,,» ....,.»,,,vum,••,. .•,<„^ii:<u,......;;,»w;•«<«:w,.,..«w�.i,.u.,.,ccr<.w.<..,,.<...w»ew.<w.n>r.»uun««««o->w.,,uw;..,....: :„ > �._ `1177777 ` f!« write `w, Fi 14re �l 1 4 DETAIL 9 270 LF 8 BEGIN DETAIL 22 MARKING LEGEND 80 SQ FT 1 STA 13+2 50 SYMBOL DESCRIPTION END DETAIL 9 MATCH EXIS TING PAVEMENT MARKINGS, THERMOPLASTIC TYPE IV ARROW (15 SF) uunxumurnrxrin 12" WIDE THERMOPLASTIC CROSSWALK MARKING 0�0 BIKE LANE AND ARROW (14 SF) C/TY OF BAKERSF/ELD File Name.• �jte H Mel. Moe-Rwo-tat-w..,z9 Drawn: RL T Traffic Signa/ and Median Modification on White Ln at So H St SHEET NO. CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TJK227 Engineer: RLT Date: Jun. 3, 13 Checked By. ,; Median Modification, Access Ramps, Striping and Signing Plan 3 OF 4 J M Q w M O crf0 Li O J Q 00 N O O N O O C- C) V) 0 c a� 3 N U O N J L Q� O U N �I O C O O i c� 0 / c v / 41 D 0 V) a� C- N N O N I N 0 N C.D z Of III Li Z: cD z w 0 0 J / ►A POLH SCHHDULE LOC. STANDARD MASTARM SIGNALS SIGNS LIGHTING SIGNALS VEHICLE WALK DON'T WALK W-D 0 PPS 0 ST. NAME SIGN POLE OR MASTARM MOUNTED REMARKS A 24-3-80(e) I 15'(e) SV -1- T(e) MAS(c) LT -MAT c SP-1-T(c) 02(c) 08(e) R73-6(CA) (c) REMOVE & SALVAGE TYPE MAS -46 REMOVE & SALVAGE R73 - (e) OB TYPE 1A(e) TV -2- T(e) SP-1-T(c) 08(c) 02(e) Q TO REMAIN C 26-3—So ()e 151(s) S)c) MAS(e) T =MAT e SP-1-T(c) 04(c) 02(e) 1� TO REMAIN , 45 (e) aTYPE 1A(e) TV-2-T(e) SP-1-T(c) 02(c) 04(e) TO REMAIN 26-3-80(e) 151(s) SV- 1-T c LT MAT c SP-1-T(c) 06(c) 04(e) REMOVE & SALVAGE 1 TYPE MAS -48 REMOVE & SALVAGE R73 40'(e)MAS(c TYPE IA(e) s 2 DETECTOR ����� �0000�0000000 TV-2-T(e) SP-1-T(c) 04(c) 06(e) TO REMAIN 26-3-80(e) 15'(s) SV -1-T c MAS(e) LT�-MAT e SP-1-T(c) 08(c) 06 e 06() a TO REMAIN 4O,(e) H TYPE 1A(e) TV-2-T(e) SP-1-T(c) 06(c) REMOVE AND RELOCATE; REMOVE PPB AND PLUG SIGNAL EQ T- (c) Contractor Provided (s) City Provided (e) Existing to Remain, em w I so 1170 w ME CONDUITS DESIGNA TED (N)EW or (E)XISTING REFER TO CONDUIT ONLY ALL CONDUIT IS EXISTING EXCEPT CONDUIT NOTED AS IN THE CONDUCTOR SCHEDULE. ALL EXISTING CONDUIT SHALL REMAIN. IF NOT INCORPORA TED INTO THE SIGNAL MODIFICATION CONDUIT SHALL BE REMOVED OR ABANDONED IN PLACE PER CAL TRANS STATE STANDARD ES -1A. EXISTING DLC's or CONDUCTORS TO BE REUSED OR RE -DIRECTED INTO NEW CONDUIT SHALL BE REPLACED AT CONTRACTOR'S DISCRETION. SPLICES ARE ONLY ALLOWED /N PULLBOXES WHERE APPLICABLE: CONDUIT NO 13 SHALL BE BORED. CONDUCTORS OR DLC CABLES ARE NOTED IN THE CONDUCTOR SCHEDULE AS ADDITIONAL (UPPER)® OR EXISTING (LOWER). CONDUCTOR SCHHDULH CONDUIT SIZE 0 ©o��a©o�aoo�a©ate. DEAN Rq � F REGISTERED. Cl VIL ENGINEER C 46803 * Exp. 6-30-13 (E) EXISTING Oleeeeeee RUN cm 1501 TRUXTUN AVENUE qTF QF- : em BAKERSFIELD, CA 93301 CP, RLEVISIONS TYPE E LOOP DETECTOR No. LSA TE DESCRIPTION 1 / i s s , s ' 000©0000000000©0© • !� • s s 0..000000000000000 3 01 DETECTOR s 2 DETECTOR ����� �0000�0000000 s 3 DETECTOR � � �00� �OOOOOOOQ00 s 5 r • ====000000000 s . s►" 0 8 DETECTOR CITY OF BAKERSFIELD, CALIFORNIA w 109 RIGHT LANE 10 ,0 THRU LANE LEFT TURN LANE 10' 10' 10' STOP BAR/CROSSWALK TYPE D LOOP DETECTOR LOOP LA POUT NTS Kel QRpFESS/0N DEAN Rq � F REGISTERED. Cl VIL ENGINEER C 46803 * Exp. 6-30-13 CITY OF BAKERSFIELD cm 1501 TRUXTUN AVENUE qTF QF- BAKERSFIELD, CA 93301 CP, RLEVISIONS TYPE E LOOP DETECTOR No. LSA TE DESCRIPTION 1 / i 3 I _.. _ — r-� -------------- lot 8J6L 8J8L 8J8U�� 8J6U 07,_ J15U TFO------- F0 _....... ........ .............. ..----.......... ....... T — o 12U 212L I I File Name, White H Median Mod_RecoverLatestMarch29 PUBLIC WORKS DEPARTMENT Job No.: TJK227 Engineer: RL T Date: Jun. 5, 13 Checked By " SCALE 1 "=20' Q ALL NEW SIGNAL INDICA TIONS SHALL BE 12" LED "RED, „ „GREEN, ' AND "YELLOW" PER SPECIFICA TIONS REPLACE AND SAL VAGE EXISTING 8" WITH NEW 12" LED INDICATIONS WHERE APPLICABLE: FilCONTRACTOR SHALJ REMOVE AND REPLACE EXISTING "HPS" LUMINAIRES WITH NEW ROADWAY TYPE I LED LUMINAIRES PER SPECIAL PROVSIOI�S ON POLES O, , O & @ . CONTRACTOR SHALL REMOVE AND REPLACE ALL PEDESTRIAN INDICATION MODULES WITH NEW "CPS LED„ "UPRAISED HAND, " AND "WALKING PERSON" COMBO, INTERNATIONAL SYMBOL PEDESTRIAN CHANGE INTERVAL COUNTDOWN DISPLAY TYPE AS DETAILED IN THE SPECIFICATIONS. L 4 I EXISTING PULLBOXES NOT USED IN THE MODIFIED SIGNAL SYSTEM SHALL BE REMOVED. O LOOPS SHALL BE CENTERED IN THEIR RESPECTIVE LANES AND AS DIRECTED BY THE ENGINEER AT THE SITE. DETECTOR LOOPS AND LEAD-IN CABLES WITHIN 8 FEET OF THE CURB FLOWLINE SHALL BE A MINIMUM OF 1.5 INCHES BELOW THE SURFACE OF THE PAVING LOOPS SHALL BE INSTALLED ONLY BETRIEEN THE HOURS OF 8 -JO Am- 4.-JO M- 4:30 PM. LOOPS NOT USED IN THE SIGNAL SYSTEM SHALL BE ABANDONED. © EXISTING LOOPS & DETECTOR ASSIGNMENTS THAT ARE TO REMAIN, SHALL BE ASSIGNED AS SHOWN, PROTECT IN PLACE NEW LOOP IN BICYCLE LANE SHALL BE TYPE "D" MODIFIED. R REMOVE EXISTING ACCESS RAMPS, CURB AND GUTTER AND CONSTPUCT NEW CASE A ACCESS RAMPS PER CAL TRANS A88A, LATEST VERSION, INCLUDING DETECTABLE WARNING SYSTEMS ON THE S/W AND SIE CORNERS, A CASE C ON THE NAF CORNER AND A MODIFIED ACCESS RAMP PER DETAILS AND CROSS SECTIONS ON SHEETS 2 AND J. PROVIDE 2 FOOT PAVEMENT TIE-IN FROM BCR TO ECR AND MATCH EXISTING FOR EACH INSTALLED ACCESS RAMP. ® CONTRACTOR SHALL REMOVE EXISTING TREE(S) ANDIOR SHRUB(S,), MODIFY IRRIGATION CIRCUITS AS ,WEEDED PER SPECIAL PROVISIONS IN THE SPECIFIC AREA INDICATED ON THE PLANS, UNLESS OTHERWISE SHOWN. F -)](DENOTES STANDARD NOTE AS APPLIED TO CONDUIT RUNS PER CAL TRANS PLAN ES -1A. Traffic Signal and Median Modification White Lane at So H Street 1 SHEET NO. 4 OF 4