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HomeMy WebLinkAbout3.2-574INDEX SHEET OF NO. SHEETS 1 11 TLE SHEET SHEET NO. 2 PLAN SHEET NO. 3 DRAINAGE PROFILES SHEET NO. 4-5 CONSTRUCTION DETAILS SHEET NO. 6-7 SIGNAL PLANS SHEET NO. 8 STRIPING REMOVAL PLAN SHEET NO. 9 UTILITY PLAN OREGON STATE OF! CALIFORNIA COUNTY OF KERN ROADS DEPARTME-NT PLANS, FOR CONSTRUCTION OF TRAFFIC SIGNAL AND HIGHWAY LIGHTING SYSTEM SOUTH CHESTER AVENUE AT SOUTHGATE DRIVE FED. RD. AREA STATE COUNTY ROUTE FISCAL SHEET TOTAL O DIV. NO. Water Meter Guard Railing W – Property Line YEAR NO. EETS 7 2,4 CALIF. KERN +C+- 2000 1 9 Levee OF KERN ROADS DEPARTME-NT PLANS, FOR CONSTRUCTION OF TRAFFIC SIGNAL AND HIGHWAY LIGHTING SYSTEM SOUTH CHESTER AVENUE AT SOUTHGATE DRIVE Bp------ Buried CONVENTIONAL SYMBOLS Light Standard TV --- Buried Township Line x x Fence & Gate O Section Line Water Meter Guard Railing W – Property Line 0 WV RAW Right of Way Line G – – Railroad +C+- Survey or Construction T' TAT Levee e Sewer Line ® GM —� — Existing EP — Existing Edge of Pavement F Wall 6) Tree (All types) Gas Valve Culvert Hedge B --- Shrub (All types) 1 MB Mail Box e Sprinkler 0 -- Pedestrian Push Button PPBB ■ Riser ® Signal Controller -� Street Sign o Pullbox •� Sign m CATV Cable Television Box UNDERGROUND Bp------ Buried UTILITY SYMBOLS Light Standard TV --- Buried MARKER SYMBOLS 0 – – Oil Line O WM Water Meter o UMBP – Buried Power W – Water Line 0 WV Water Valve •UMFO – Fiber Optic G – – Gas Line +C+- FH Fire Hydrant •UMG – Gas S Sewer Line ® GM Gas Meter •UMHG –High Pressure Gas F Buried Fiber Optic 6) GV Gas Valve • UMO – Oil Line B --- Buried Telephone Cable O MH Manhole •UMTV – Television Cable Bp------ Buried Power Cable-- Light Standard TV --- Buried Television Cable Street Light Aerial Wire "- Telephone Pole o Aerial Cable n: �. Power Pole ---------i Pole Anchor Service Pole ACAD FILE NAME C: \RICHARD\SGATE\SGATETTL PROJECT LOCATION, LJV►I- till6'Gl�. r� vv. Ventura Co. COUNTY OF KERN NOTE*, TO BE SUPPLEMENTED BY STATE OF CALIFORNIA STANDARD PLANS DATED JULY, 1992. THE CONTRACTOR SHALL POSSESS THE CLASS OR CLASSES) OF LICENSE AS SPECIFIED IN THE NOTICE TO CONTRACTORS" ON PAGE 1 OF THE SPECIAL PROVISIONS. CALL UNDERGROUND SERVICE ALERT, 1-800-642-2444, 48 HOURS PRIOR TO ANY EXCAVATION. SCALE 0 2 4 1 3 5 MILES % Approval Recommended: 0 - No. ZNo. C24942 / Exp. 12-31—01 vil_ Design Engineer RCE No. C24942 OFF X Q�OFESS/0 M. iOoA�y� Director, Roads Department RCE No. 37035 No. 37035 m Exp. 6-30-00 APPROVED: Chairman, Board of Supervisors Date: '19 MISCELLANEOUS AC, 0.20' THICK 1 PLACE D. 35' A. C. 0 VER 0.65' CL. 2 A. B. 0 VER �y� SCALE: 1 "=20' SECTION �(--, T30S - R/28E � moo- 1.0' O. G. COMPACTED TO 959' RELA TI VE COMPACTION �M. A B, &H,��,. � � Q� - • - (ECFV. FINISHED SURFACE) BM.• CHISLED "0" T. C. BCR NW RETURN -y o� %/ o- + ++++++++++++++ LANDSCAPE AREA OF SOUTH CHESTER AVENUE AND ++.++.++. \ \ /� �/ ++++++.++++++++ (SEE SPECIAL PROVISIONS FOR DETAILS) SOU THGA TE DRIVE /4 EL = 380.319 (REF. R. C. F+ B. 933 PG. 72) oo��«' - �/ / / CURB DA TA �'� ` 4 �/44 �\ BCR 379.76 O = 11875'18" CHISLED "0" T. C. 0/2 NE RETURN CURB DA TA �� s� �/ Q� /� / 114 O 379.73 _ , OF SOU THGA TE DRI VE AND SOUTH K ST+ BCR = 379.52 A= 61 '4442" Ni �/ ��' /� 112 O= 379.70 R - 30 EL = 380.461 REF. R. C. F. B. 758 PG. 4 1/4 0= 379.54 _ / = T = 50.18' ( ) R - 30 � � /// / 3/40 379.67 1/2 A= 379.56 �/ 0' '�•/ ECR 'J79.64 L = 61.92' 3/40 = 379.58 T = 17.94' X ECR = 379.60 L = 32.33' M d, '' ►��/ SA W CUT & MA TCH EXISTING h h EARTHWORK QUANTITIES EXCA VA TION (C Y) *EMBANKMENT (C Y) 448 84 w� CONSTRUCT CURB RAMP CASE "B" // . .'. .'. / fie'' LOCA TE 32 LF OF 6' CHAIN LINK FENCE SEE SHEET 5 FOR DETA/L M B�/» CONSTRUCT CURB RAMP CASE A :.� SEE SHEET 5 FOR DETAILS .. v SA W CUT AND MA TCH EX/ST/NG EMBANKMENT QUANTITIES INCLUDE SUBSIDENCE CONSTRUCT TYPE "A " MINOR STRUCTURE 3 m T c��`�• CONSTRUCT TYPE "A " MINOR STRUCTURE 4O AND SHRINKAGE DUE TO COMPA C TION -- • .,. . SEE SHEET 4 FOR DETA/LS._ M ryx ,y i . SE�f%EE 4 FOR DETAILS. (WARP GUTTER DEPRESSION AS DIRECTED) !' I xx x ate`' P „R/W CONSTRUCT TYPE A2-6 CURB �a,'•. .o: k. x x x x x x x x x x x x x x RW x ' 46 V V = * . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * 1.,-071. SOUTH CHESTER A VENUE9 5 �o o N it M H 00 IZZU) SAW CUT & rn h Vz o A) MA TCH EX/STING oINSTALL 110 L.F. 30" RCP rnW o o INSTALL 106 L.F. 24 RCP 1, _ — — — = — �� OCA //1 I /[- C-V/CTIA/� n A O T' 1"i c /i // I Ick T' MUT SA W FCUT AND MA TCH EX/STING 4' CONCRETE SIDEWALK H , J+21.10 --- SAW CUT AND MA TCH EX/STING v 1' 1' W p SAW CUT& MA TCH EX/ST/NG 4 L CONSTRUCT 'S SIDEWALK Ow O vJ 1, — \Ok _ • -- + f+. SAW CUT AND MA TCH EX/ST/NG + + + + CONSTRUCT DRI VE APPROA CH SEE SHEET 5 FOR DETAILS. ,E -------------- R/W REMOVE EXIST/NG CONCRETE WALK AND CONSTRUCT 4' TIE-INI + + R W ++ + Al "A• 9 �.. • . • p' TYP. Phone p Sign CONSTRUCT CURB RAMP CASE " •++ r. • '.• "• '�1g'•• ' •• � ° ++ + SEE SHEET 5 FOR DETAILS. ++++++ j // / ��-���3 I °' +�, 8 �c CONSTRUCT CURB RAMP CASE A CHA TEA U REL OCA TE EX/STING "CHA TEA U" SIGN OUTSIDE OF R/W ++++' 2 �S' SEE SHEET 5 FOR DETAILS. .++ '+' REL DCA TE EXISTING PARK/NG BUMPER L J INSTALL 63 L.F. 24" RCP +++++g a6 . . • //// T 4f42.54 + ` ` x �p ' //// EXISTING 36" CONCRETE PIPE I I MATCH EX/ST. +''` ��.�,f?.•.� �9'. EX/STING 6" I.D. METAL POST CONSTRUCT TYPE "A" MINOR STRUCTURE I 3 SEE SHEET 4 FOR DETAILS. / // ' . • . ' REMOVE EXIST. 18" CONCRETE PIPE h= EXISTING HEIGHT TO I I BE MAIN TA/NED MATCH EX/ST/NG 4' SIDEWALK CURB DA TA BCR = 379.43 A= 11875'18" 1/4 O= 379.36 R = 30' 1/2 A= 379.30 3/4 A = 379.24 T = 50.18' ECR = 379.18 L = 61.92' ACAD FILE NAME I ORIGINAL SCALE IN INCHES I I I I I I I C: \RICHARD\SGATE\SGATE\SGATEPLI FOR REDUCED PLANS 0 1 2 3 CURB DA TA RECONNECT ELECTRICAL _ >, EXIST. D. 1. BOX _ 379.19 (MA TCH) O — 6144 42 SER VICE 1/4 0= 379.24 R = 30' r '_ I 4 / �/ S2 112A= 379.31 i' I I 0. G. 3/4 A = 379.37 T = 17.94 7- 7-/- ECR = 379.43 L = 32.33 , CONSTR. UCT 2.5' D/A. X 6' DEEP / SA W CUT & MA TCH EXIST/NG : �I CONCRETE FOUNDA T/ON WITH h / 8-,#4 VERT. AND #4 TIES 0 016 " O/C RECOMMENDED FOR APPROVAL: Q�Of ESS / DESIGNO'ENGINEER ti J w No. C24942 ' R.C.E. No. C24942 Exp. 12-31-01 CIVIL DATE 19 OF CA0F/ COUNTY OF KERN ROADS DEPARTMENT BAKERSFIELD, CALIFORNIA SIGN MI REL DCA TION DETAIL NO SCALE SCALE: FIELD BOOK l`—-20' PLAN ' DESIGNED BY DEF" ,50UTH CHESTER A VENUE SHEET NO. DRAWN BY RDS 7/99 AT SOUTHGATE .DRIVE CHECKED BY 2 MJE of 9 cal 1 1/2" N #4 To t. 3 som Curb angle, see detail R=1/4 " — this sheet Adjusting nuts to be tightened and secured in place when angle is in proper position 3.• 2 1 " X 16" support bolt with hex nuts (see notes f4 & #5) INLET DETA /L B Scale: 1/4 " = I" D PLAN Scale: 1`— 1 '-0" ACAD FILE NAME ORIGINAL SCALE IN INCHES C:\RICHARD\SGATE\SGATE\SGATEDI FOR REDUCED PLANS 00=0 3 1/2" X 3 1/2" X 1/2" curb angle, length = W-6" i 1/2" X 6" anchor 1 1/8" fl ho% when support bolt is required CURB ANGLE DETAIL Non — traffic frame and cover with two 3/4" x 3/4"10 stainless steel, hex socket set screws, set opposite and Curb opening finished flush. Cover and frame machined See Detail B 1/4" per foot to rt. Cover to have diamond tread, frame to have flange down, approximate A weight -130 pounds See note k, to '° See Detail A for reinforcing around o pipe 4 A 1 2 3 /Y\ DETAIL A Rounded, R= Wall thickness Pipe Flowline Scale: 1/2" = 1" 4 1/2" �o ~. •,° ° 4 1/2 T T D No Scale SECT/ON A -A Scale: RECOMMENDED FOR APPROVAL: 1%!ESS104, �C DESIGW ENGINEER _I 7 W No. C24942 R.C.E. No. C24942 °G Exp. 12-31-97 Rev. 11/97 �'� CIVIL DATE 19 C�F CAL Z TYPE "A " MINOR STRUCTURE DATA NO TES: LOCA T/ON W 1. All concrete shall be Minor Concrete. 2. Wall reinforcing not required when H = 8' or less and the CURB OPENING unsupported length of all walls = 7' or less Walls exceeding INLET either limit shall be reinforced with #4 bars at 18" centers placed 1 1/2" clear to inside of box unless otherwise shown. J. Galvanizing — see Standard Specifications' 'or Special Provisions #5 © 4 4. Support bolts shall be installed when W exceeds 8' and shall be equally spaced at not more than 7. 5. When structure is located within curb return, the curb 5'-0" angle shall be fabricated in chord sections of equal 6-9" length not to exceed 4' with one support bolt at 379.18 each angle point. When W = 5' or less, the curb angle may be fabricated straight. 6. T = 6" when H = 8' or less and the unsupported length of all walls = 7' or less Walls exceeding either limit shall have T = 8". 7. Location of frame and cover to be determined by the Engineer. 8. Precast al tern a ti ve is op tion al. See section 51-1.02 5'-O" of Standard Specifications. TYPE "A " MINOR STRUCTURE DATA NO. LOCA T/ON W D H C Y* CONCC, CURB E ELEV. CURB OPENING PIPE IL EL EVA TION INLET OUTLET 1 4+34.38 18' RT 5'-0" 5'-8'112" 6-9" 3.097 379.18 4' 374.22 SE CORNER 3 9+83.80 45'. L T 5'-O" 5'-8 1/2" 6'7" 2.945 379.52 4' 374.81 374.61 SW CORNER ® 10+92.78 45' L T 5'--0" 5'-8 1/2" 6'-0" 2.867 379.64 4' 375.32 NW CORNER TOTAL 8.909* *Concrete quantity shown for each structure is a FINAL PAY QUANTITY. COUNTY OF KERN ROADS DEPARTMENT BAKERSFIELD, CALIFORNIA TYPE " A YY MINOR STRUCTURE SCALE: CONSTRUCTION DETAILS AS SHOWN DESIGNED BY DEF SOUTH CHESTER A VENUE DRAWN BY RDS 6/99 AT SOUTHGATE DRIVE CHECKED BY WE .a - FIELD BOOK SHEET NO. 4 OF 9 WEAKENED STRAIGHT PLANE ✓O/NT GRADE AL � P— SCALE.- 1`4' 3 11w11 ci SIRA IGH T WAKENED GRADE PLANE JOIN �A I 3i SECTION A -A SCALE.- 1"-4' TYPE ll 6"A 1" 8' 1 4 "PER FT. 6 A2-6 CURB SECTION B—B SCALE.- 1 "=2' OR/ VEA PPR OA CH LIST STA TION L R "w" C 11+12.78 L 30' 5.333 R/V CURB RAMPS LOCA TION CASE CY* NW RETURN A 1.771 NE RETURN A 1.771 SE RETURN A 1.771 SW RETURN g 1,179 TOTAL 6.492 *F/NAL PAY OUANT/TY PPROA CH 1 � See Notes 1 SECTION A— ,q l/4"=114 DEPRESS ENTIRE SIDEWALK AS REQUIRED GROOVING DETAIL I. THE RAMP SHALL HA VE A 12 -/NCH WIDE BORDER' W/TH 8.339' MA . 114 -INCH GROOVES APPROX/MA TEL Y 3/4 /NCH O. C. SEE GROOVING DETAIL. l I 2. TRANSITION A2-6 CURB TO EXISTING 8" CURB AS Ile .will/ M 4 -- Normol gutter slope Varies Norma/ curb f/ow/ine !/o/%y Slope break line 4� a a Norm a/ curb Neigh t SECTION A —A Sca/e: 3/4 = 1 -0 6'-0" , Minor structure , 6'-0" -'`- Warp to con form to gutter depression 2" gutter depression Warp to conform to gutter depression Norma/ curb height A ♦4 F ............... ...... �- Vall eye Expansion join t A Slope break line A GUTTER DEPRESS/ON DETA IL (nth inlet in grade sag) scale.- 3/8" = 1 ' 0" 7.92,• F -L .�_ 114" PER FT. (2.0839') s� 8.339' MAX. BETA/N/NG CURB A2-6 CURB SECT/ON D—D QR� SCALE.- 1 =2 5' DIRECT B Y THE ENGINEER. 1 1/2 ' 8 339' MA `f 4 29' MAX. 6" 24" �, to 6'" ' RETA/N/NG CURB A T EDGE OF SIDEWALK. BCR TYPE A2-6 C.Y. Per Lin. Ft. --0.05903 CURB RAMP - CASE B ACAD FILE NAME ORIGINAL SCALE IN INCHES C:\RICHARD\SGATE\SGDETI FOR REDUCED PLANS 0 1 2 3 A2-6 CURB — SEE NOTE NO. 1 (TYPICAL) WEAKENED '— PLANE JOINT BCR 6 0 Norm a/ curb height ---\ TOP OF RAMP (ROUNDED) SIDEwALK� A = 48' 41' 06', 6'O " Warp to con form to gutter depression Minor structure 3'--0" 2" gutter Warp to conform to depression gu t ter depression Norm al curb l B C h eigh t Vail eye'' Expansion join t l l B Slope break Ane -,/ UTTER DEPRESS/ON DETAIL (nth in/et on grade) Sca/e: 3/8" = 1 'o WEAKENED PLANE JOIN R=30' CUR® RA UP - CASE A SCALE.- 1`--,5' RECOMMENDED FOR APPROVAL: Q FE S/ COUNTY OF KERN DESIG ENGINEER ti J Z =, w No. C24942 n R.C.E. N o. C24942 °G Exp, 12-31-01 A 9 civ►.�� DATE 1 G OF CAL\F ROADS DEPARTMENT BAKERSFIELD, CALIFORNIA Norm al gu t ter L DCA TION C y slope 1.74 NE RETURN 0.95 Varies 254 Norm a/ curb 0.90 TOTAL flowline Ila/ley Slope break I line a SECT/ON B—B Scale: 3/4 Norm a/ curb flo w/in e Varies Slope break 4 line SEE NOTES i 1/4 » 114 GROOVING DETAIL SECT/ON C—C Scale: 3/4» = 1' 0" S/DEWALK L IS T -CURB RETURNS L DCA TION C y NW RETURN 1.74 NE RETURN 0.95 SE RETURN 254 SW RETURN 0.90 TOTAL 6.13 6 5' 0" ,� SLOPE I/4" PER FT. a. ............. L 4 A. d a STANDARD SIDE -WALK DETAIL -TYPE IIA SNO SCALE CONSTRUCTION DETAILS FIELD BOOK NO. DESIGNED BY DEF DRAWN BY., SOUTH CHESTER AVENUE SHEET NO. RDs s/ss AT ,S'OUTHGATE DRIVE5 �—iMIE HECKED BY of 9 . , 571 - . /?/W R1W - - - - - - - - - - - - - - 264' TO '4 'u 14 STOP 84R 'p R 416U 1— 8J6U 264' 70 STOP P BA Rl- 00 ------------- 8J6L -------------- 14. 3 THIS PLAN IS ACCURATE FOR SIGNAL AND LIGHTING ONLY LOOP LAYOUT 10' ' THRU LANE 15TYPE E 2 LOOP DETECTOR LEIT TURN LANE 10 10 10 -PHONE SERVICE ( ? QUADRANT) —STOP BAR \� /� /� �ow�P� �/� 4 EL EC TRICA L SERVICE (SE QUADRANT) RECOMMENDED FOR APPROVAL. 000!!!!RECOMMENDED FOR APPROVAL. QRpFESS/0' 01 e� TRAFFIC EN0114EER rn DESIGN ENGINEER No. 772 No. C24942 R.T.E. N,. 772 ca Exp. 3-31-02 R.C.E. Nc.C24942 Exp. 12-31-01 Ff Civi ACAD FILE NAME ORIGINAL SCALE IN INCHES DATE uWF I DATE 19 OF CA1-�f C:\DRAWINGS\SCHE—SG1.DWG FOR REDUCED PLANS 0 1 2 3 SCALE 1 _"20 CONSTRUCTION NOTES p '/J 112 PULL BOX F SEE STANDARD PLAN SHEET ES -8) 2 ,fJ 112 TRAFFIC PULL BOX [-3-1 J6 PULL BOX PG&E PULL BOX 104-3460 COUNTY OF KERN ROADS DEPARTMENT BAKERSFIELD, CALIFORNIA 'N Is k h SCALE: SIGNALFIELD BOOK NOI 1A�_ 01 AND LIGHTING —2 DESIGNED BY DC SOUTH CHESTER A VENUE ISHEET NO DRAWN BY . DC KED BY A T SOUTHGATE DRIVE C 6 HEC 8H OF 9 R1W — — — — — — — — — 416L — — 264' TO '4 'u STOP 84R 'p R 416U -------------- k h SCALE: SIGNALFIELD BOOK NOI 1A�_ 01 AND LIGHTING —2 DESIGNED BY DC SOUTH CHESTER A VENUE ISHEET NO DRAWN BY . DC KED BY A T SOUTHGATE DRIVE C 6 HEC 8H OF 9 gig CONDUCTOR SCHEDULE CONDUCTOR RUN Al A2 Q Q Q Q 7 8 Ag AAAA 14 15 16 17 1 �,��� 19 20 21 22 CONDUIT SIZE 3" 3» 1Y" 2„ 3» 3„ 3„ 1%" 3" 1%» 2" 3" 3» 1%» 2„ 3 3 3-30p 21p 2» 2» 2„ NOTES 0 0 2 0 1 3 � 0G) AWG 5 CONDUCTOR CABLE 1 1 1 1 9 CONDUCTOR CABLE 1 1 1 1 28 CONDUCTOR CABLE 1 1 1 2 2 2 1 1 1 4 PRE-EMPTION CABLE 1 1 1 2 2 2 1 1 1 4 LUMINAIRES #8 2 2 2 2 2 2 2 2 2 2,2 SIGNAL SERVICE (PRIMARY) #2 ' SIGNAL SERVICE (SECONDARY) #6 3 02 DETECTORS 2 03 DETECTORS 1 2 2 2 2 2 2 04 DETECTORS 1 1 1 2 2 1 1 1 1 DLC 2 2 2 �6 DETECTORS 1 2 2 07 DETECTORS 1 1 1 1 1 1 08 DETECTORS J1 1 1 2 2 TOTAL DLC 1 1 21-3 3 3 1 5 1 2 2 2 1 2 4 5 10 ONE 28 CONDUCTOR CABLE SHALL BE RUN CONTINUOUSLY FROM THE CONTROLLER TO A TERM/NAT/ON PULL BOX LOCATED AT THE BASE OF EACH LARGE TRAFFIC SIGNAL STANDARD. LOCATIONS Q © OE Q , (FOUR CABLES TOTAL). NO SPLICES WILL BE ALLOWED IN THE 28 CONDUCTOR CABLE EXCEPT AT THE TERMINATION PULL BOX. NOTES: 10 CONDUIT TO BE BORED UNDER A.C. OR CONCRETE IMPROVEMENTS. 20 INSTALL ALL 28 CONDUCTOR CABLES AND THE SIGNAL SERV/CE /N ONE 3" CONDUIT AND ALL DLC /N THE SECOND 3" CONDU/T. INSTALL NO CONDUCTORS /N THE THIRD 3" CONDUIT WH/CH /S FOR FUTURE USE. O3 30" MIN/MUM COVER OVER SIGNAL SERVICE CONDO/T. CONDUCTORS TO BE FURNISHED AND INSTALLED BY CONTRACTOR. O JO" MINIMUM COINER OVER PHONE SERVICE CONDUIT. INSTALL CONDUIT DIRECTLY INTO CONTROLLER. DO NOT SPLICE AT jf6 PULL BOX. INSTALL CONDUIT UP POWER POLE TO APPROXIMATELY 1 ' ABOVE EX/STING' GROUND. CONDUCTORS TO BE INSTALLED BY PHONE COMPANY. MAINTAIN I' SEPARATION BETWEEN SIGNAL AND PHONE CONDU/TS. GENERAL NO TES: 1. THE LOCATIONS OF TRAFFIC SIGNAL STANDARDS SHOWN ON THE PLANS ARE APPROXIMATE ONL Y AND THE EXACT LOCATIONS WILL BE ESTABL/SHED BY THE ENGINEER /N THE FIELD. 2 MINIMUM CLEAR SPACE BETWEEN CONTROLLER CABINET AND SERVICE PEDESTAL SHALL BE 6 FEET. J. LOOP DETECTORS SHALL BE CENTERED IN LANES AS DIRECTED BY THE ENGINEER. 4. PULL BOXES SHALL BE NO. 5 UNLESS SHOWN OTHERWISE ON THE PLANS 5. PULL BOXES SHALL BE PLACED IN EXISTING OR FUTURE SIDEWALK AREAS. 6 ALL SIGNAL LENSES SHALL BE 12 INCHES IN DIAMETER. 7 ALL SIGNAL FACES SHALL BE FURNISHED WITH BACKPLATES. 8. THE CONTRACTOR SHALL INSTALL THE COUNTY -FURNISHED STREET NAME SIGNS AND MOUNTING HARDWARE ON THE SIGNAL ARMS WITH 3/4" X 0.030" STAINLESS STEEL BAND WHICH HAS BEEN DOUBLE WRAPPED AND SECURELY TIGHTENED. INSTALL CENTERLINE OF SIGN 10'6" FROM CENTERLINE OF 19-4-80 TRAFFIC SIGNAL STANDARDS AND 14' FROM CENTERLINE OF 29-5-80 TRAFFIC SIGNAL STANDARDS. 9 REFER To DETECTOR CURB TERMINATION DETAILS (TYPE A) AND NOTE 6 AS SHOWN ON STANDARD PLAN SHEET ES -5E. IF MORE THAN 6 LOOPS TERMINATE IN A PULL BOX, TWO 2 " STUBS SHALL BE USED. RECOMMENDED FOR APPROVAL: TRAFFIC E:Nr./NEtR .. 772 ACAD FILE NAME R.T.E. No ORIGINAL SCALE IN INCHES C:\DRAWINGS\SCHE-SG2.DWG FOR REDUCED PLANS 0 1 2 3 DATE 19 - 0'.,� POLE AND EQUIPMENT SCHEDULE ANCHOR BOL T (TYPICAL) 4 EACH -%"x 15"x2 4" CONCRETE PAD DETAIL "A'" FOUNDA TION DETAILS for Model 3J2 Cabinets RECOMMENDED FOR APPROVAL: DESIGN ENGINEER ` R.C.E. No.C24942 DATE 19 CONDUIT AREA (6" x 14') EXTEND CONDUIT 3 k " ABOVE FOUNDATION SEE DETAIL ':A " BACK OF SIDEWALK GROUND ROD FOR SURGE PROTECTOR COUNTY OF KERN � Z Z N°.024942 Exp. 12-31 -01 ROADS DEPARTMENT � O'CAL%l BAKERSFIELD, CALIFORNIA PHASE DIAGRAM 04P .04 04 08 im-- 08P X64&08 SCALE: NONE DESIGNED BY DC DRAWN BY DC CHECKED BY BH 04P -� --04 07 X52.&06 CONDUCTOR AND POLE SCHEDULE FIELD BOOK SOUTH CHESTER A VENUE' SHEET NO. A T SOUTHGA TE DRIVE 7 OF 9 STANDARD SIGNAL MOUNTINGS PED. PUSH SUTTON H.P.S. LUMINAIRE VEHICLE PED. M.P. TYPE SIGNAL M.A. LUMINAIRE M.A. ° PHASE M.P M.A. MAT MAS MAT (L.T.) MAT MAS MAT (L.T.) POLE SV- 1-T M.P. A 19-4-80 25 15' N SP -1 N 4 NE 20OW Q 1-8 TV -2-T SP -1 S 6 S C 29-5-80 55' 15' SV- 1-T E SP -1 S 6 S 20OW D 1-B TV -2-T SP -1 S 8 SW E 19-4-80 25' 15' SV- 1-T S SP -1 S 8 SW 200W 20OW F 1-13 TV -2-T SP -1 N 2 N G 29-5-80 55' 15' SV- 1-T W SP -1 N 2 N H 1-13 TV -2-T SP -1 N 4 NE L. T. - LEFT TURN M.P. - MOUNTING POS/TION ON SIGNAL STANDARDS NORTH WEST EAST SOUTH ANCHOR BOL T (TYPICAL) 4 EACH -%"x 15"x2 4" CONCRETE PAD DETAIL "A'" FOUNDA TION DETAILS for Model 3J2 Cabinets RECOMMENDED FOR APPROVAL: DESIGN ENGINEER ` R.C.E. No.C24942 DATE 19 CONDUIT AREA (6" x 14') EXTEND CONDUIT 3 k " ABOVE FOUNDATION SEE DETAIL ':A " BACK OF SIDEWALK GROUND ROD FOR SURGE PROTECTOR COUNTY OF KERN � Z Z N°.024942 Exp. 12-31 -01 ROADS DEPARTMENT � O'CAL%l BAKERSFIELD, CALIFORNIA PHASE DIAGRAM 04P .04 04 08 im-- 08P X64&08 SCALE: NONE DESIGNED BY DC DRAWN BY DC CHECKED BY BH 04P -� --04 07 X52.&06 CONDUCTOR AND POLE SCHEDULE FIELD BOOK SOUTH CHESTER A VENUE' SHEET NO. A T SOUTHGA TE DRIVE 7 OF 9 THIS, PLAN IS ACCURATE FOR %�' STRIPING. REMOVAL ONLY/°''/ n ,,, � fit I REMOVE BIKE LANE MARKINGS (THERMOPLASTIC) o�Pii' i ��- -� A Rlw ,' PI ii �. tri �. war \ �\�' �/y LJ L + rk A DIA DIA DIA r ----_-_--- DI I D A ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - -iL - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - == it1�= ---------------- - - - - - - - - _____________-_.---_=_______ -- SOUTH CHESTER A VENUE REMOVE LANELINES BACK TO NEW CROSSWALK D REMOVE (DETAIL 35A)"" T- 7- - - --=T ----------------------- ------------ DIA - -17r - ------------ L,� A L Rlw 0 -REMOVE (DETAIL 35A) � 77NG CROSSWA REMOVE LANELINES BACK TO NEW CROSSWALK r- — — — — — — — r - — — — — — — — — — — — — — — — — — — — - T = = — — = = = = = = = = = = = = = = = = — — — — — — — — — — — - T — — — — — — — — — — — — — — — — — DIA 17-/ - - 1; - - gl�_ - - - F7 - - - - - - - - - - - - - - - - - - - - -- --T _T_ F -I 7 T — — — — — — F — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — ---- L - — — — — — - Y -i 7,L -i L\I- L\l_ - _D1_A_ - _y_j V . ACAD FI LE NAM E C:\DRAWINGS\SCHE-SG3.DWG ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 2 ' 3 RECOMMENDED FOR APPROVAL: .f ESS 10A,_ DESIGN- ENGI NEERc No C24942 R.C.E. 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