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HomeMy WebLinkAboutT8K065SIGNAL_LIGHTING_FAIRFAXATCOLLEGE_PG1LIST OF DRAWINGS CITY OF HAKE] E F\~ K "SFIELD 1. TITLE SHEET DEPARTMENT OF PUBLIC PUBLIC WORKS 2. LAYOUT, DRAINAGE, DELINEATION PLAN In 3. TRAFFIC SIGNAL AND LIGHTING PLAN PLANS FOR 'OR o 00 ~L AND LIGHTING CITY OF BAKERSFIELD SYSTEM ON SAN FRA'CGO° CALTRANS 1992 STANDARD PLANS INSTALLATION OF TRAFFIC SIGNAL AT FRESNO ES-1A ES-3E ES-613 ES-13 A20C Fairfax Road at Col ES-1B ES 4B ES-6R ES 5D A20D Cotte A ve W ge nue ES-2C ES-5A ES-6RA T-11 A24A 00-1 LOS ANGELES a- w ES-2E ES-513 ES-6S T-12 A24B SAN DEW z LL1 ES-3A ES-5C ES-6T T-13 A24C Q ES=313 ES-5E ES-8 T-14 A24D STATE OF CALIFORNIA w ES-3C ES-6A ES-10 A20A A24E UNIVERSITY AVEVUE J J 0 U ES-31D ES-6AA ES-11 A20B A73C PANORAMA DRIVE AMA DRIVE Q NOTE: THE CONTRACTOR MUST POSSESS A Q BAKERSFIELD CITY STANDARDS AUBURN STREET FREEWAY 178 VALID CLASS A OR C-10 CONTRACTORS 0 S-1 S-12 S-13 S-39 S-41 LICENSE THE TIME THIS CONTRACT Of IS AWARDED. X Q BASIS OF BEARING BERNARD STREET w w Of THE BEARING OF N 89'50'13" E FOR THE CENTERLINE OF COLLEGE Q Q N AVENUE BETWEEN THE MONUMENT AT STA. 21+03.18 AND THE MONUMENT LL MONUMENT AT COLLEGE AVENUE AND FAIRFAX ROAD. 0 ALL UTILITY LOCATIONS SHOWN ARE z z N APPROXIMATE AND ARE SHOWN FOR 0 0 INFORMATION ONLY. CONTRACTOR BENCHMARK COLLEGE AVENUE: SHALL CALL USA LOCATOR SERVICE AT THE TOP OF CENTERLINE MONUMENT AT FAIRFAX ROAD AND COLLEGE AVENUE. F~pKrp o (800) 642-2444 AND VERIFY UTILITY ~ ELEVATION = 619.43 Sffr o LOCATIONS 48 HOURS BEFORE STARTING c~ o CONSTRUCTION. z V) CONVENTIONAL SYMBOLS ~ Z - - SECTION UNE LEVEE 0 PROJECwT RIGHT-OF-WAY RAILROAD TRACKS x 0 N o CD CENTERLINE WALL CA l K J / 4 -X- FENCE G TOPO CEDLVEfRT lT/Ol FUTURE STRIPING GUARD RAIL ON Q z fp~SaN J UTILITY SYMBOLS Q "`G"wAr Q 0 Z 0 0 F= VIRGINIA AVENUE 4 V) WATER LINE SEWER LINE BRECKENRIDGE ROAD APPROVAL BY U GAS LINE OIL LINE BURIED TELEPHONE AERIAL WIRE QRpFESSigy LL- CABLE - AERIAL CABLE y un PU~i C WORKS RECTOR DATE MANHOLE FIRE HYDRANT Ems. 6-70-98 * LL LOCATION MAP POWER POLE WATER METER J MAP pia 9s sf.1 o REGISTERED CIVIL ENGINEER DATE qr CA0Z NTS EXISTING MONUMENT WATER VALVE NTS APPROVAL RECOMMENDED: 0 FUTURE MONUMENT GAS METER ~J Q zz, ~z , EXISTING STREET UGNT GAS VALVE ENGINEERING DES MANAGER J TRAFFIC ENGINEER (n EXISTING SIGN -JD,_ NEW SIGN _Z IJLNQN ENGINEER Of O L.L RUETMERS & SCHULER CIVIL ENGINEERS INSTALLATION OF TRAFFIC SIGNAL AND N 0 180121st SntEET, SUM 4 OF BAKERSHEtD,CA93301 LIGHTING SYSTEM ON 3 Q M(805)327-1969 FAIRFAX ROAD AT COLLEGE AVENUE SHEETS Y - i STA +76.49 otch E Striping CONSTRUCTION NOTES ~t Construct AC Pavement [0.45'AC(B)/1.00'CL(2)/1.05' 95% Rel. Comp. JE STA 10+00 I _ T ST 13+58 49 20 Construct AC Pavement [0.30'AC(B)/0.65'CL(2)/0.55' 95% Rel. Comp. MATCH LIN,E~ST~A 10+00 30 Place 18" RCP Stormdroin L1' STA +71.78II ® I Construct Catch Basin - Type "A" per City Std. S-12 II 2' 2' 7.75 Rt. 1?' (E) EP---.1 EP I~ 1 O5 Remove and Dispose of Existing Sidewalk, Curb and Gutter, and Pavement. Install Case C2 Handicap Ramp per COB Std S-41, Install Type "B" Curb and STA +00.00 Gutter per COB Std. S-1, Construct 4" Type "B" AC Over 6" Class II AB in 1 I I I I I 15.56 R t. 1 , Accordance With the COB Std. S-6. I I (I 120' x 10' AY TAPER © Construct PCC Handicap Ramp and Sidewalk - City Std. Case A PAVEMENT MARKING 70 Remove and Salvage Existing R1 Sign No. TYPE QUANTITY I 2 2 / ® Remove and Salvage Existing W17 Sign Panel and Replace With W41 Sign Panel 8" WHITE STRIPE, DETAIL 38 I 2 r I A 8+86.3 (N) 3 90 Remove All Conflicting Striping, Pavement Morkers, and Pavement Markings a THERMOPLASTIC 450 LF I I I~ 1640 LF I ® Saw-Cut Existing AC Pavement 0 4" DOUBLE YELLOW STRIPE, DETAIL 22 THERMOPLASTIC h C II ~ I I I/ I / I SCALE: 1" = 30' 0 Relocate Existing Fence to New R/W - Sta. 22+48.00 to Sto. 24+02.50 ❑ 4" SKIP WHITE STRIPE, DETAIL 9 725 LF I I I I 2 III 1 4 © Match Existing 18" RCP Stormdroin - Sta. 6+61, 5' Lt., INV = 615.00 THERMOPLASTIC I I STA +51 7 I / STA +00. 0 Contractor Sholl Verify and Advise Engineer of Exact Location, Depth, and Size 8" WHITE STRIPE, DETAIL 38A 1 ' 12' 17.75 Rt ' 13.39 Rt of Existing Stormdrain System Prior to Installation of New Stormdroin System ® THERMOPLASTIC 260 LF I 1 1 © Place Type E Dike O 12" WHITE LINE, CROSSWALK 710 SF I 3 3 STA +3 .00 EC ® THERMOPLASTIC I ( M IM I 17.75 Rltr i 11 1 r Transition Pavement Section o I f 1J TYPE IV (L) ARROW THERMOPLASTIC 8 (120 SOFT) I © Install Type F, Rigid Bose Channelizers at 25' on Center - Sta. 22+50 to © TYPE IV (R) ARROW THERMOPLASTIC 2 (30 SOFT) I IZ IZ ❑ II 1 I 1! Sta. 24+25 P 9 Q CURVE TABLE NOTE: ALL WORD PAVEMENT MARKINGS ARE I r I + 1 Q II 1 I~ 1 NO. DELTA TANGENT RADIUS LENGTH ® Install Type F, Rigid Base Channelizers at 10' on Center - Sto. 25+15 to TO BE OBLITERATED AS A BLOCK, NOT + Q I / 1 30'03'20" 241.62 900.00 472.11 00 3 Sta. 25+65 AS INDIVIDUAL LETTERS. 13 m STA +71.26 N I N I 0 II f If 2 18'02'01" 238.03 1500.00 472.12 EC / 3 82'34'26" 26.34 30.00 43.24 © Relocate Existing R2 (40 MPH) Sign EC STA +42.69 End S wcut X I I 1 jf 4 00'43'02" 5.35 855.00 10.70 I! J S1 08'22'51" 73.27 1000.00 146.27 ® Not Used 20.00 Lt. I ~ I I ~ STA +00.00 STA +44.99 E Constr. I I Construct Catch Basin - Type "A-1" per City Std. S-13 26.00 Lt. I IZ 1 j 10.92 Rt. LEGEND - ~I I f T~ EXISTING R/W 0 0 I Q II I 1 II Q CURVE NUMBER STA +83.70 ! 1 29.50 Lt. EP II I ~ I I O CONSTRUCTION NOTE STA +66.29, 45.00' Lt I f FL 620.80 End Type B Curb and Gutter 2 I~ I J 'I i I PAVEMENT MARKING NUMBER I I ♦.F CHANNELIZER STA +58.50, 45.00' Lt. II I I (E) EXISTING I etch asin L = I I If I [ I I INV = 615.23 18 S670 O In I ~12: INV = 615.13 18" SO Out 12' I12' STA +87.1 BC 12' 11.05 Rt. r ry 1 `i°•~ i. _ ACCESS ROAD STA +54.64 BC 34.00 Lt. STA +55.02 PCC v { ~ ~ \ ~ y 3 6 II I ~ I II y'1 STA +02.50 FL = 619.50 45.00 Lt. 4 3 I ~ ~ j _...__-ea' I I ~I I~ { TA + 51.80 FL = 620.60 4 45.00 Lt. 4 } t I_ -t"-- - a ch as n L NEW R /uvi \(I ` I ` - I ef:_~-~ _ FUTURE R/W INV 615.63 18" SD Out 3 N STA +00.00 I + .80 8.45 t_ I 8 MATCH LINE STA 10+00 9.92 Rt. 6 STA +44.975, 34.00' Lt. 6 1 I ` t 1 STA +48.00 TOP OF CUT NEW R/I(! L 619.0 7 \ 7 - - - - - - - - - - - - - - - - - - / T +4 = _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - 13.00 Lt. STA +02.50 STA +02.50 Beg^ . Type B" Curb aryl Gutter r r 00 3 T +4 / 3.50 l 1 7 13.50 Lt. v STA 148.00 i + _13,00 Lt. 12. Lt, STA +t .3$ - ~+r 1 9 9 ~ 5 1200 Lt 00 t. E e ND Lt. 1 NF STA GRADE BREAKD 1 - ' - - - - - - - - - - STA 26+20.37 (E 20 4 COLLEGE AVENUE - - STA 6+00 (N) 9 (j COLLEGE AVE 7 f / STA ~ NEW R/W g 2 EP _ 7 Match End of Stripe LINE "E" 2H + 03- T 00 OD **F Y4 =-Uu4op 22 t 26 + 00 ZVEE~_F= T- STA +70.7 O S• r~47 I ~51A +40.U TT88'S0'f3" C y 0.7 094-1- E _ I STA +40.96 OS' RAD N 1 N 120' x 8' BAY TAPER Match (E Striping EXISTING R/W 120' x 12' BAY TAPER 2 N g 6 N 9 3.00 Rt. STA +50.00 By in Sowcut 2 STA +50.00 Be in Constr. 3 1 20 6 2 STA +15.96 g \STA +.35.96 2 2.00 Rt.00 Rt. STA +05.37 $ STA +25.37 1 40 7 1 N _ Match (E) S"in2 __2D.O.Q.Ri._' - - - 20.00_Rt._ 12.00 Rt. - - - - - s 5 - - - - - - - - - - - - - - - - - If - - - - - - - 5 45' (FUTURE RIGHT OF WAY) 3 1 r 7 I! 4' MIN VARIES 1' TO N III 55' EXISTING RIGHT OF WAY 6 III 8' 26' to 30' 12' (NEW RIGHT OF WAY) FAIRFAX R 4' MIN EE VppA~~RIES 8' 4' TO LINE "N" RENCEATED 12 11 I VARIES 6' to 29' 13.5' to 20' 34' TYPE E DIKE SAWCUT 1 ~pfESS/p, I RIGHT OF WAY) snwcuT a dRELOCATED 7' 45FUTURE RIGHT OF WAY 3' 6 MATCH EXISTING (NEW _ / JOIN D. 300AM FENCE / 27 I SAWCUT / / / / / TYPE E DIRE 2~ MATCH EXISTING a1 No. mess EXISTING SURFACE TYPE E DIKKE MATCH EXISTING 6 o_o_ o ' .I r 4 n o_n n ° o EXISTING SURFACE K1 _ D 9H `rl Exp S Lnd ~ u 0.30' AC (CTYPE B) I 0 0 ° 8 G SSTERED CIVIL MEN G- ER DATE OF CALN~ 1.5 LIMIT OF 95X Stripe 9 EXISTING SURFACE (E)t 1 L II RELATIVE COMPACTION 0.65 AB (c ) 00 / TYPICAL SECTION 2.5' LIMIT OF 95% 0.45' AC (TYPE B) TYPICAL SECTION TYPICAL SECTION 1.5' LIMIT OF 95X 0.30' AC TYPE B) / FAIRFAX ROAD RELATIVE COMPACTION 1.00 AB (CL u) COLLEGE AVENUE COLLEGE AVENUE RELATIVE COMPACTION 0.65 AB ~CL II) 7X/ STA 6+66 TO STA 7+43 PREPARED BY: TA 22+50 TO STA 23+00 STA 23+00 TO STA 25+45 _ 5 RUE77 GRRSies & SCHULER CIVIL ENGWEERS S 1~ s 5' 1, a 5 AAXERMSED, CA 93301 (80) W-19969 File Name: Si nal.dw Drawn: ol.dw Drawn: FJI ol.dw Layout, Drainage and Delineation Plan SHEET NO. n: Engineer: FJI CITY OF BAKERSF-IELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-11.2 Engineer: Dater /98 Checked 8 Checked By: JDS on Fairfax Rood at College Avenue 2 OF 3 c >p$ t v iwCA~'SFru u, V y.4a *411; *601 , NOTES 1 Type 170 Controller, and 332 Cabinet assembly shall be supplied by the City. All other equipment, unless stated otherwise, + POLE SCHEDULE shall be furnished by the contractor. I I o° I I LOC. TANDARD VEHICLE m Install City furnished Type 170 Controller and 332 Cabinet assembly. Service shall be 120v/240v Type III-BF, furnished & installed I M SIGNALS .JIDw ~e SIGNS REMARKS by Contractor. Mount controller cabinet on foundation per Coltrans STD ES-48 with foundation height increased from 3 1/2" to 12" I I I I DON'T w,~ 0 ST. NAME SIM V- - 3 Pull box in front of controller sholl be No. 6. Pull box adjacent to P.G.& E. power point sholl be P.G.&E. #043459. All others shall I I I O 29A-5-80 50 MAS SP-1-T 02 08 COLLEGE AVENUE F = 21'• LT-MAT 8mm AUTOSCOPE be No. 5. 4 Luminaires shall be cutoff type, 200 W HPSV. PT T 5 All new signal indications shall be 12 inch. PT TA 7j A 26, II © 1A TV-2-T SP-1-T 08 02 6 Street name signs and hangers are furnished and installed by City. 7 All pedestrian indications shall be new, international symbol type as detailed in the specifications. I II 15 SV-1-T F - 15+ - LT-MAT © 26-3-80 MAS SP-1-T 04 02 FAIRFAX ROAD F = 27'• - MAS 8 Salvaged luminaires sholl be delivered, by the contractor, to a location to be determined. Contact 40+• LT-MAT 12mm AUTOSCOPE Larry Aldono at 326-3781 for location. Salvaged sign panels shall be delivered to the City Corporation Yard. 9 Location of the standards shall be located at back of sidewalk, as shown on plans, or as directed by the Engineer at the site. I I II I 5 1A TV-2-T SP-1-T 02 04 10 Lone closures ore only allowed between 8:30 - 4:30 PM. i I I _ i 11 Install City furnished Opticom 711 pre-emption device. The Contractor shall furnish and install all cables and I I I I 5 29A-5-80 55 MAS SP-1-T 06 04 COLLEGE AVENUE F 8mm - 2AUTOSCOPE mounting hardware. The Opticom 762 phase selector unit will be pre-instolled in the cabinet by the City. Contractor shall make internal connections at cabinet for a fully operational pre-emption system. Exact pre-empt hardware I ~ II I O 1A TV-2-T SP-1-T 04 06 mounting placement shall be determined by the Traffic Engineer in the field. © Remove and salvage existing street light on PG&E power pole. Removal shall be coordinated with the installation of new luminaires. I I II 15 SV-1-T F - 18• I I I © 26-3-80 MAS SP-1-T 08 06 FAIRFAX ROAD VISOR ON 03 HEAD © Attoch City furnished Autoscope camera to luminoire most arm (See pole schedule for comero aperture). All wiring shall be installed internal ' 40 LT-MAT 12mm AUTOSCOPE to ploes. Locate 3' from the center of luminare. The video and power cable openings shall be 4' from the center of the luminaire. ) II O IA TV-2-T SP-1-T 06 08 I ' II I • F DISTANCE ON CALTRANS STANDARD PLAN i I I I I I I 40' SIGNAL ARM PROVIDED FOR FUTURE CONDITION J I ~ II I I ~ II 6 II I' 1 4 I 6P 06P ~ 0 02 G 05 `/3 0 08 8 / 1 08P~ ~8 / 6 STA 26+20.37 (E) STA 6+00 (N) i 00 24 00 25 00 26 00 26 00 7 00 28 00 2c J J ! 07 I~ 1 ~7 0 1~ N 04P / 04 1 02P01 C F 1 PHASE DIAGRAM 711 PRE-EMPT ~sP 060, TB-1 OE / D CONTROLLER AREA DETAIL NTS M1 06J ` 06 1 08 (+26VDC OUT) ORG 02,05-01,06 I 01 and 06 06P4 #02P 07 03 03 and 08 (+26VDC OUT) ORG 3 04,07-03,08 (CH A DET) YEL 4 02,05 0s II I 07 01 and 05 ~ZP 02 and 06 03 and 07 04 (CH B DET) YEL 5 01,06 z (DC COMM OUT) BLU/BARE 6 02,05-01,06 04P - 02 and 05 04 and 07 (CH A DET) YEL 7 04,07 (CH B DET) YEL $ 03,08 _ 0 11 (DC COMM OUT) BLU/BARE 9 04,07-03,08 04 OPTICOM FIELD WIRE DETAIL Z SCALE: 1" = 20' 1 04 and 08 NOTE ASSUMNTS ING T199-2 do 7B9-3 ARE UNUSED ON l~ >l THE J FILE, MOVE WIRES ON J11-J do J11-K C 0 N D U C TO R SCHEDULE ' Existing Conduit (TWISTED PAIR) TO J12-E do J13-E Belden 8281 RESPECTIVELY. ' - 08 -3 3" 3" 1.3" 1 3" 3" 2" 2'_ 2" 3" 2° 2° , CONDUCTOR. RU 1 / ~OFESSI~ \ NOTES y 5 7 $ CONDUCTOR 4 1 2 1 CONDUCTOR 1 1 1 1 9 jam 0. SCHULM S CONDUCTOR 1 1 1 1 1 No. X1078 w Exp. 6-30-00 PRE-EMPTION CABLE 4 2 10 LIGHTING 2 2 2 2 2 1 14 UTOSCOPE POWER 12 3 3 3 3 3 3 6 L REGISTERED CIVIL ENGINEER DATE qr ~~L~f AUTOSCOPE CABLE 4 2 1 1 2 2 1 1 PREPARED BY: 4 SERVICE 2 3 *3 RUETTGERS & SCHULER CPL ENGINEERS 1801 21st SMUT, SUMS 4 Flie ob Mme: 08-11'2 Eros BAAZUPZUD, CA 43301 (RS) 327-190 d Drown: FJ1 Traffic Signal and Lighting S System SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT J 1.2 in"r. FJI y Date: 8/17/98 Ch"4MA % Cheddad By: Jos on Foirfox Rood of College Avenue 3 OF 3