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HomeMy WebLinkAbout3.2-641GENERAL NOTES: 1.CITY Of BAKERSFIELO ENCROACHMENT PERMIT CONDl110NS ANO PROVISIONS SHALL TAKE PRECEDENCE OVER THE APPROVEDPLANS AND SPEClflCA TIONS FOR ANY CONFLICTS. 2.APPROVAL OF THESE TRAFFIC SIGNAL PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THEPROJECT LIMITS. 3.THE EXISTENCE ANO LOCATION OF EXISTING UNDERGROUND ANO OVERHEAD FACILITIES SHOWN ON THESE PLANS WERE OBTAINEDBY A SEARCH OF THE AVAILABLE RECORDS. THERE ARE NO EX1S'f\NG FACILITIES OTHER THAN THOSE SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR. IS REQIJIRED TO TAKE PRECAUTIONARY MEASURES TO ?ROTECT EXISl!NG FACILITIES SHOv.t,J HER£0NANO ALL OTHERS THAT ARE NOT OF-RECORD OR NOT SHOWN ON THESE PLANS.4.UTILITY COORDINATION: NO LESS THAN THREE (3) WORKING DAYS PRIOR TO ANY EXCAVATION OR TRENCHING, EACH CONTRACTOR SHALL CONTACT THEFOLLOWING AGENCIES TO LOCATE EXISTING UND£RGROUND UTILITIES. a. BRIGHT HOUSE NETWORKS (661)395-3351 b.CHEVRON PIPE-L SAN JOAQUIN (713)432-2302 c.CALIFORNIA WATER SERVICES (408)367-8323 d.MCI WORLDCOM CALIFORNIA (469)886-4238 e.PACIFIC BELL (661)398-4063 f. PG&E BAKERSFIELD (877)743-7782 5.THE CONTRACTOR WILL BE RESPONSJBLE FOR THE REPLACEMENT OF ALL STRIPING, PAVEMENT MARKERS, OR LEGENDSOBLITERATED DURING THE CONSTRUCTION OF THIS PROJECT. 6.THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL NEW STRIPING, SIGNS, PAVEMENT LEGENDS, AND SANDBLASTINB OFCONFLICTING STRIPING. 7.THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY DF BAKERSFIELD, DEPARTMENT Of PUBLIC WORKS,PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. 8.UNDERGROUND SERVICE ALERT (USA) MUST BE CONTACTED, AT 81 1, 48 HOURS PRIOR TO CONSTRUCTION. 9.ALL MATERIALS ARE SUBJECT TO THE INSPECTION ANO APPROVAL FROM THE CITY OF BAKERSFIELD DEPARTMENT OF PUBLICWORKS OR THEIR REPRESENT A llVE. 10.SPECIAL REVISIONS MUST BE APPROVED BY THE aTY ENGINEER AND THE ENGINEER DF RECORD. A REPROOUCIBLE AS-BUil TPLAN WILL BE REQUIRED BY THE CITY AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO ACCEPTANCE. 11.TEMPORARY TRAmc CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT WORK AREA TRAFFIC CONTROL HANDBOOK OR ASDIRECTED BY THE CITY DF BAKERSFIELD. WORK TO BE DONE: THE PROPOSED IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: 1.THE CITY OF BAKERSFIELD SPECtFICA TIONS AND STANDARD DRAWINGS. 2.CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPEClflCATIONS {201 0). 3.CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDi.RD PLANS (2010). 4.THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION (201 7). 5.STANDARD PLANS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) CURRENT EDITION (201 9). TRAFFIC SIGNAL NOTES: 1.ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 2• CONDUIT INSTALLED TO THE ADJACENT·PULL BOX. 2.PULL BOXES PLACED AT 200 FEET MAXIMUM SPACING. 3.ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BLACK BACK PLATES. ALL VEHICULAR AND PEDESTRIAN SIGNAL INDICATIONS SHALL BE LE.D. 4.PEDESTRIAN HEADS AND PEDESTRIAN PUSH BUTTONS SHALL UTILIZE INTERNATIONAL SYMBOL INDICATIONS. PEDESTRIAN HEADS WILL BE ILLUMINATED BY COUNTOOWN L.E.D. PEDESTRIAN PUSH BUTTONS SHALL BE TYPE B, CAL TRANS STANDARD PLANS ES-5C. AFFIC SIGN AL PLAN NEW Tl<-8 SC H L PA NAMA-B UEN A VI STA UNION SC HOOL DI STR ICT 1000 1 S"TIHE ROA D BAKE R SFIELD , CA , 9331 3 APN= 184-220-09 '." : .J .: •t ;';': . ;:u-': I ., r/A:?/ ------ROMERO RD. lci -. SITE g i ' \ ---1 -ijMcKEE RD. i ! TAFT HWY. i • i al i�i:E:i i i ---·-···-·----CURNOW RD. ---- VICIN ITY MAP TAFT HWY (SR -1 19) SHEET INDEX � C700 C701 DESCRIPTION COVER SHEET ANO NOTES SIGNAL PLAN NTS 5.ALL SIGNAL STANDARD ANCHOR BOLT NUTS SHALL HAVE COVERS. 6.THE CONTRACTOR SHALL BE RESPONSll3LE FOR THE LAYOUT ANO INSTALLATION DF LOOP DETECTORS AND PLACEMENT OF TRAFFIC SIGNAGE AS SHOWN ON THIS PLAN. I 13+97.89 7.THE CONTRACTOR SHALL SE RESPONSIBLE FOR THE REMOVAL OF ALL CONTROL SIGNS AND MARKINGS (BY SAND BLASTING) AND APPLICATION OF SIGNAL CONTROL MARKINGS AND SIGNAGE UPON TRAFFIC SIGNAL ENERGIZING. 8.THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARDS MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY THE CITY OF BAKERSFIELD. ALL SIGNAL FACES WILL BE TURNED AWAY FROM TRAFFIC ANO COVERED UNTIL ACTIVATED. 9.SlGNAL CONTROL EQUIPMENT SHALL BE BENCH TESTED AT A FACILITY DESIGNATED BY CITY OF BAKERSFIELD. THE CONTRACTOR WILL BE RESPONSIBLE FOR TRANSPORTING THE EQUIPMENT. CONTACT TRAFFIC SIGNAL SUPERVISOR AT (661) 326-31 52, 10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS AND/OR CABLES REQUIRED TO PROVIDE FOR THE INTENDED SIGNAL OPERA llON. 11.THE CONTRACTOR SHALL COORDINATE THE ELECTRICAL SERVICE CONNECTION WITH PG&E. 12. ALL SALVAGE EQUIPMENT SHALL BECOME THE PROPERTY Of THE CITY OF BAKERSFIELD, EXCEPT FOR ANY EX1SllNG OVERHEAD STREET LIGHTS TO BE REMOVED. 13.THE LUMINAIRES SHALL HAVE ONE TYPE IV PHOTOELECTRIC CONTROL (PEC). BASIS OF BEARING: THE BEARING OF !>!ORTH 00•45' 45" EAST AS SHOWN FOR THE EAST LINE OFTHE NORTHEAST QUARTER OF SECTION 3, TOWNSHIP 31 SOUTH, RANGE 27 EAST, M.D.B.M. PER TRACT MAP 6759 UNIT 1, FILED JULY 25, 2017 IN BOOK62 OF MAPS AT PAGE 53 IN THE omcE OF THE KERN COUNTY RECORDER WAS HELD AS THE BASIS OF BEARINGS FOR THIS SURVEY. LOCAL BENCHMARK:. CONCRETE MONUMENT IN LAMPHOLE STAMPED "RCE 33448" PT# 21 N 2282531 .51' .E 6246208.19'El 342.91 BENCHMARK: THE NORTH AMERICAN VERTICAL DA TUM DF 1988 (NAVD88) WAS USED AS THEVERTICAL DATUM AS SHOWN HEREON. TOP OF CONCRETE MONUMENT IN LAMPHOLE LOCATED ON AGASSIZ ROCK WAYAT THE PHASE BOLNDARY LINE OF TRACT 6491 PER TRACT 6491 MONUMENTELEVATION MAP. ELEVATION = 347.12 (NAVD88 DATUM) N 2285953.575E 6243937.939EL 347.12 Know what's below. Call before you dig . CONTRACTOR SHALL CONTACT 811 FOR LOCA:1100 Of ALL UllLlllES, AT LEAST 72 HOURS PRIOR TO !lEGIIINING OONSllWCllON ''; i •••• j lj UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES DF 1HESE PLANS. ALL CHANGES TO THE PLANS MU ST 8£ IN WRITING ANO MUST 8£ APPROVED BY THE PREPA�R OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCllON CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COLRSE OFCONSTRUCTION OF THE PROJECT INCLUDING SAFETY Of ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL 8£ MADE TO APPLY CON'f\NUOUSL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND COl'ISTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL UAB!UTY, REAL OR AUEGED, IN CONNECTION Wl'IH THE PERFORM ANCE OF WORK ON THIS PROJECT, EXCEPTJNG LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROfESStONAL LEGEND KEY MAP EXISTING WATER MAIN & SIZE EXISTING SANITARY SEWER PIPE & SIZE EXISTING STORM DRAIN P1PE & SIZE EXISTINB POWER POLE EXISTING TELEPHONE LINE EXISTIN<, OVERHEAD ELECTRICAL LINEEXISTING BURIED GAS PIPE EXISTING BURIED CABLE TV EXISTING TELEPHONE POLE W/GUY WIRE EXISTING UTILITY VAULT EXISTING STREET LIGHT EXISTING STORM DRAIN MANHOLEEXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT EXISllNG FENCE LINE EXISTING FIRE HY!lRA'l'IT EXISTING m:irn \IAlVE EXISTING WATER METEREXISTING GAS METER EXISTING TOPO P'OINT EXISTING CON TOUR W/ELEI/ATION FINISH GROUND CONTOUR W/ELEVA TION STREET R/W N£W WATER LINE & SIZE NEW SANITARY SEWER UN£ & SIZE NEW STORM DRAIN LINE & SIZE NEW WATER V/,J., VE SCALE: 1 • = 100' ' ' I :· ' ' 1 ·:·i·) !-�'!-,> '/. !, '�,' ::; ]"..,/ '!-,,,,, >ij!_:_;_;-,J: :1:1·· i II NEW FENCE LINE NEW FIRE HYDRANT NEW WA TER VAL Vf. NEW WATER METER NEW GAS METER NEW STREET LIGHT = PROPOSED GRADIENT= FLOWUNE = FINISHED SURf ACE= FINISHED GRADE = FINISHED PAD = INVERT OF PIPE = TOP OF CONCRETE = TOP OF GRA1E = TOP OF PAVEMENT = GRADE BREAK = LANDSCAPE = BEGIN CURVE RETURN = ENO CURVE N = POINT DF CURVE= CITY Of = DIST ANGE LEFT OF = DISTANCE RIGHT DF = VERTICAL POINT OF I = POINT DF INTERSECTION= LOW POINT = HlGH POINT = BEGIN VERTICAL CURVE = ENO VERTIC/,J., CURVE = POINT ON VERTICAL CURVE= BEGIN CURVE = ENO CURVE = CENTERLINE = EXISTING = DIRECTION DF STATION LABEL= PROTECT IN PLACE= ANGLE POINT I .· i� ., ,� SEE SHEET C701 >'; REVIEWED: REVIEWED: APPROVED BY: RYAN STARBUCK -TRAFFIC ENGINEERR.C.E. # 57651 LUIS A TOPETE -ASSISTANT PUBLIC WORKS DIRECTORR.C.E. II 67236 WORKS D1RECTORR.C.E. # 77643 ENGINEER'S STATEM ENT: DATE DATE DATE THESE PLANS AND SPEClflCAllONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGEAND BELIEF COMPLY WITH CITY Of BAKERSFIELD ORDINANCES, ST AND ARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHERVIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BECORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. APPROVED BY: aTY RECORDS NO. ;.: "' c:i:z w t; 0;.: ,;r.,_ CD z >--0-z 0.. ;;;;;, 0 �w > ,;r.,_ s: � ...J 0 0... 0 ...J I <(uz V'l LJ 00IV'lu �I--LL �LL 62 I- ,,., Cl rr, <( Ol �<) :r: • U'l Cl <( d 0 G::0 (/1 N 0::-st-w Cl<(00::: w :z: f-U) ..--000..-- (/) I=! 0 z Cl w w::i:::: (/) a:: �u DESIGNER: JEM CHECKED BY:CAW DATE: 12/10/2024 DRAFTER RG SCALE: AS SHOWN COMP. NO: 943fl400_SigA,I Plmi.dwg JOB NO.: C700 943-04-00 SHEET 1 OF 23.2---641 ' ' LOC. © ® © ® ® © NEW SIGN AL POLE AND ,EQUI PMENT SCHEDULE STANDARD SIGNAL MOUNTING & PLACEMENT l.lASTARM VEHICLE PEDESTRIAN LUMINAIRE REMARKS TYPE SIG. LUM. POLE MASTARM SIGNAL PPB POST -----15-TS -12' TV-2-T -SP-1-T19-3-100 30' 12' SV-2-TO MAT $5$2, $4 MAS q,2 - 19-3-tOO 30' 12' SV-2-TA MAT ♦4 SP-1-T♦2. ♦4 24-3-100 35'12' SV-1-T MAT $6 SP-2-T 1-A --TV-1-T -SP-1-T NEW SIGNAL CONDUCTOR CONDUIT SIZE 2 3" 4• 4• 3• P.P.B. t6 - - $4 $4 q,6 ' ' AND 2· LED - 120 W 120 W · 120 W 120 W - CONDUIT 2" 3" R9-3 ON POLE FACING STINE STREET NAME SIGN "DRIYFNA Y" PER C.0.B. S1D T-3R9-3 ON POLE FACING STINE STREET NAME SIGN "STINE ROAD" PER C. 0.8. STO T 3 STREET NAME SIGN "DRIVEWA y" PER C.0.8. STD T 3 SCHEDULE 3•3• 2" 2· 2· (E)=EXISTING CONDUCTOR & b � & & & ffi & & � & � (N)=NEW RUN DESIGNATION N N 12 CONDUCTOR 5 5 3 CONDUCTOR 4 4 5 CONOUCTOR PRE-El,ll'JlON CA!lLE 3 3 #1 0 UGHTING --flll<SOCIO' GROUND #4 SER�-RY) - Oh SER�CE. ARYl ♦1 D TORS -$2 DEl'ECTORS 2 2 ♦3 DtTECT<lRS --,!,4 DETECTORS 2 2 ♦5 DETECTORS 2 2 ,!,6 DETECTORS 4 -$7 DETECTORS --d>8 DE,TECTORS -TOTAL 10 6 . PHASE DIAGRAM . - 4>4 _/ 1t <l>�P 4>6 t$4� � i <1>2<1>4P <!>5 ,p2 <re-',> N N N N N N N N N 2 l --1 2 2 1 1 --1 2 3--JUMPER FROM PED UP TO SIGNAL HEAD ON STANDARDS--- 2 1 1 1 1 - 2 2 2 2 2GRO!JNO ALL STANDARDS TO 332 CABINET -----------3 2 2 ,2 1 ----2 2 2 2 2 --4------ 4 4 4 1 0 2 2 4 0 EMERGENCY VEHICLE PRE-E MPTION EVD - A z $2 & <j,5 EVD - B = <!>4 EVD - C = $6 N 2 -0 Ct.:. (Y 3• 2· � & N N 3 -- 1 -0 1 LOOP LAYOUT · TYPE "E" ADVANCED LOOP DETECTOR (THRU LANES) TYPE ·o· 4x4 BICYCLE DETECTOR LOOP NOT TO SCALE 10 40' KDt,,1) p!P�UNE EASEMENT OOCW 2i'4140716 RIGHT TURN LANE BIKE LANE THROUGH LANE LEFT TURN LANE STOP BAR 10' TYPE "F" DETECTOR LOOP (TYPICAL) m._OPTIONAL TYPE "D" VO -......._ 6' DIAMETER VEHICLEDETECTOR LOOP TYPE "E" DETECTOR LOOP (TYPICAL) 345' BEHIND THE STOP BAR CENTER LINE ON LANE KDWD CANAL ' PIPELINE 17.1'/ 0 20' 2" & N ' 2 -2 \¢� \ GRAPHIC SCALE 10' 0' 10' f&½&J r P*tw( IN FEET )1 inch � 20 ft. 14 10 ' i 3 Scale: 1":10 20' M@J w oz,_ ...J °Nt­o­N :::; :J ' 'i , PROPERTY Li BOUNDARY ...;j I !! ! PROPOSED EDGE OF PAVEMENT A I I I I I I / )' II 14 / I !I I i 14 I , i !I :1 ! : ',:. I i) iI Ii ! 'l [i i i! i n i n i I, ' ' I ii " i I EXISTING l R/W I I t 1: !' I j: :I PROPERTY BOUNDARY CL STINE RD. ' -tCL DRIVEWAY.__/. PROPERTY BOUNDARY CL STINE RD. l i l 1' ' \ •I E*STING! rfEQGE OF / l PAVEMENTlI I PROPOSED EDGE I \ �OF PAVEMENT ,l V ' ' PROPOSED EDGE OF PAVEMENT PROPERTY BOUNDARY CL STINE RD. 'I I I I -EXISTINGV R/W I 9 'I J PROPOSED EDGE1 n OF PAVEMENT I EXISTING EDGE OF PAVEMENT I ¢2 EXISTING R/W I I ,: �I 4 . I I • I I �&ll!�,:!,1"'<11==1 J D N I ¢l ! I I� I r----1--PROPOSED EDGEl ' OF PAVEMENT ,, I 6 PROPOSED EDGE OF PAVEMENT CONSTRUCTION NOTES 0 INST ALL TYPE SWARCO 2070LX CONTROLLER IN A MODEL 332l ALUMlN!JM GA81NETWITH THE NECESSARY ACCESSORIES TO PROVIDE THE PHASING AND OPE'RA TIQI,/ SHOWN ON THIS PLAN. THE CABINET SHALL INCLUDE A PULL-OUT DOCUMENT TRAY. THE CONTROLLER CABINET SHALL BE EQUIPPED WITH ONE (1) OMNI PROGRAM, ANO EDI 2010ECL CONFLICT MONITOR. AN UNINTERRUPTIBLE POWER SUPPLY (UPS) SHALL BE INSTALLED IN THE CONTROLLER CABINET USING A SWING-AWAY MOUNT. THE UPS (CLARY SP1000 SERIES OR APPROVED OTHER) SHALL PROVIDE A MINIMt!M OF 8 HOUR RED FLASH OPERATION USING ALL RED L.E.D. SIGNAL INDICATIONS AND PROVIDE POWER CONDITIONING TO THE CONTROLLER. AN ISOBAR 12-0UllET NETWORK SERVER SURGE PROTECTOR, 3840 JOULES SHALL BE INSTALLED IN THE 332 CABINET 0 0 INSTALL TYPE Ill-BF 100 AMP SIGNAL AND LIGHTING SERVICE ENCLOSURE PER CALTRANS STANDARD REQUIREMENTS. PROVIDE 50A-1P, 120V SIGNAL METERED CIRCUIT BREAKER, 15A-1P, 120V 1.1.S.N.S. METERED CIRCUIT BREAKER, AND 30A-2P, 240V LIGHTING tAETERED CIRCUIT BREAKER. THE SERVICE CABINET SHALL BE FABRICATED FROM ANODIZED ALUMINUM SHEET PER CAL TRANS SPECIFICATIONS. CAL TRANS STO. PLAN ES-2£. CONTRACTOR RESPONSIBLE FOR COORDINATING POWER CONDUIT AND WIRING FROM PG&E TO ENCLOSURE. INSTALL EMERGENCY VEHICLE PRE-EMPTION (E.V.P.E.) DETECTOR UNITS (GTS OPTICOM MODEL 711), AND ONE (1) 764 MODEL PRIORITY DISCRIMINATOR CARD. CONTRACTOR SHALL FURNISH AND INSTALL E.V.P.E. EQUIPMENT, MOUNTING HARDWARE, CABLES, ANO ALL OTHER NECESSARY HARDWARE. CONTRACTOR SHALL PROVIDE AN GPTICOM TECHNICIAN WITH J & I !NC. AT (714) 321-7513. THE OP'llCOl.l REP RESENTATll/£ MUST BE CONTACTED 48 HOURS PRIOR TO SIGNAL INITIAUZA TION. 0 INSTALL STANDARD STREET SIGN PLATE MAST ARM MOUNT PER CfTY OF BA�ERSflELD STANDARD T-3 ON SHEET C-2.2. 0 INTERSECTION PULL BOXES SHALL BE POLYMER 1730-12. LOOP, SIGNAL POWER, AND METER PEDESTAL PULL BOXES SHALL BE POLYMER 1324-12, INTERCONNECT PULL BOXES SHALL BE 1730-24. ALL TRAFFIC SIGNAL PULL BOXES SHALL BE MARKED "COB TRAFFIC SIGNAL". PULL BOXES INSTALLED IN AN UNIMPROVED AREA ANO ARE EXPOSED TO TRAFFIC SHALL BE TRAFFIC-RATED WITH A t.tETAL LID EQ\JIVALENT SIZE TO THE PULL BOX FOR THAT LOCATION WITH A 6" CONCRETE COLLAR AROUND THE PERIMETER AND A DEPTH OF THE PULL BOX, FINISHED TO GRADE. THE BOTTOM OF ALL PULL BOXES SHALL BE GROUTED WITH A 1" DRAIN HOCE. 0 A PULL TAPE SHALL BE INSTALLED IN ALL SIGNAL AND flBER CONDUITS. THREE (3) FEET OF PULL TAPE SLACK SHALL BE LEFT IN EACH PULL BOX PER RUN. ALL SIGNAL AND FIBER CONDUITS SHALL HAVE A #14 SOLID ORANGE TRACER CONDUCTOR THW, THWN, OR HDPE, TERMINATED AND SOLDERED AT EACH PULL BOX AND END UP IN THE TRAFFIC SIGNAL CABINET ALL NEW LUMINARIES SHALL BE TYPE F FIXTURE AUTOBAHN SERIES A TBO LED. All FUSE CONNECTORS FOR LIGHTING SHALL BE IN THE HAND HOLE OF EACH STANDARD. TRAFFIC SIGNAL CONDUCTORS SPLICES SHALL NOT BE ALLOWEO IN THE PULL BOXES ©�::Ac�L:';J���N������A�u;����-D���I� �u}'IJRN' SIGN, AS NOltD ON PLAN, in\ INSTALL MAST-ARM MOUNTED MUTCD R61-19 LEFT TURN PROM LEFT LANE AHO RIGHT \::../ TURN FROM RIGHT LANE ONLY SIGN, AS NOTED ON PLAN, PER CAL TRANS STANDARD PLAN ES-7N, DETAIL 'U". ,r;;::-._ INSTALL 2" CONDUIT FOR FUTURE TRAFFIC INTERCONNECT, WITH POLYMER 1730-24 PULL \::::I BOX PER CITY OF BAKERSFlELD STANDARD T-31. � POLE LOCATIONS INDICATED ON THE "POLE SCHEDULE" ARE APPROXIMATE. FINAL \.V LOCATION OF THE POLE FOUNOA TIONS AND OPTICOM LOCATIONS SHALL BE AS DIRECTED BY THE CITY TRAFFIC ENGINEER. CONTACT AT (661) 326-3001. MUST ALL MEET MINIMUM ADA REQUIREMENTS. '"'""' �·-,- Bakersfiel2,5 ��o I _j ,,.,_ ________ IH!gtft ltrlw ---------1 I NOTES: 1.AJJ WOtk.manshj> Of1d motwials sho// cr,nform to the opplicoble $1!/Ciicns of the Sf)fldlicoliotls ,nfitfed "state of Ca/ffomirJ, Oeporlm,mt of Troosportaficr,, standard �llkv(fons: lwreoffer /uJQWfl /JS "SfMdflrd �.: oorenl City iW"()'led edition. 2. lbe sign pond $hall hs altuninum, 0.125" thick. J. Sign slKJI/ be fTlirffNced by f1IOUflting '1 1.0' X 1,0� a/lJrniwm angle fxoce fo tlle fop edge of the S¥J pone/. 4. The-background shall be f/ft,(Jf} Jfl IJi(lfflond (JratJe CuhtJd (QGJ) tefleclive � or IJf)f)f(M:d equd lfith o f_(j' white margii on all sides. 5. The lsitff/9 $/,di be while IJ(;3 or oppnwed BqUa1 os fdlows: fnitkJ/ lefter -8.0i Series "£-Jlodfi«t upper C<lSI: Subsequmt l.elltrs -fio· Seril!S t-!Jlodiliea lo//rtlf cose BlocJ; Nuinhttrs ood Stl/.ixe$. when qpplkoble - 4-.ri' Series "E-14udifiB</' 6. Bucllr,-oond and lettering sJiaK be insfalkd oo both sides of si!,i pone/. l Install sign pcnefs IJSfng Mosf-orm Haf11Jf1f Broc:keis, Hawkins ljpe /110-,J odjl$thble ond fixsd series or approved equd. & Eodl brod<el. shall be mOIJflied to the most arm with a dwbht band of J/4• hllfJ'I)' duty stain/es$ sled slmp. STANDARD STREET SIGN PANEL MAST ARM MOUNT CITY OF·BAIQ:RSFELD CAUl'OFINIA 1"P �' " � ;. "l "" ""1£ 9/�ll, DIW,t!Wt,EG --... SCAl,t .i.rrs T-3 CITY RECORDS NO. 0z w z 0 ,:;;..: � (D z I-0 w � :IECL � 0 � � -c,:,. 0 s: � �' � z ...J 0 Q.. 0 ...J ::c <( uzVl 00 Vl I �u -I.I.. � I.I.. <( z I- 9ESIGNER: CHECKED BY: DME: DRAFTER t') � t') <C uw ui ci _, <C w 0 <N 0::: .... w <C (D Cl a::: :Z' <( w z I-......I (n <( :z ....-(/) 0 0 0 JEf.4 CAW 12/10/2024 RG ' SCALE: AS SHOWN COMP. NO: 94300IO_Sqlol P1111.drgJOB NO.: 943-04-00 C701 SHEET2 OF 2-641