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HomeMy WebLinkAbout6.1-1777LIST OF DRA WINGS SHEE T I Tl TL E SHEET SHEE T 2 DETAILS, SECTIONS & GENERAL NOTES SHEET 3 CALLOWA Y DRIVE -- PLAN AND PROFILE SHEET 4 TRAFFIC SIGNAL PLAN SHEET 5 SIGNING AND STRIPING PLAN SHEET C SIGNING AND STRIPING PLAN BENCHMARK TOP OF CONCRETE MONUMENT CENTERLINE OF GALLOWAY DRIVE AND NORRIS ROAD ELEVATION = 390.70' fg'gf,Ap SOUTHEASTTHE NORTH LINE OF THE AR OF SECTIONP 29 SOUTH., RANGE 27 EAST BEARING S89'050"20""E AS SHOWN ON OF SURVEY BOOK 46, PAGE 160. CITY OOF =A � ERSFIELD DEP RTMENT � F' PUBLIC " OO RKS 7th Stwdard Road cd V PROJECT LOCA710N Snow Road (mve Nom Road cd o0cts� e a cd 3 � Nlx*"a Road � 0 H an Road L 0 CA TION MAP NO T TO SCALE M.H. CITY STANDARDS F.H.lPhV,-4=jt--- T-19 MISCELLANEOUS SIGN DETAIL S-25 STANDARD S TREE T SPECI FI CA TIONS S-40 S TREE T SIGN N4. 26543 STATE STANDARDS MANHOLE A20A, A208, A20C, A20D ES --JA, ES --3C A 24A, A 24D ES -4A. ES -4a ES -4C. ES -4D, ES -4E ES -1A., ES-- I B, ES-- I C ES -5A ES -5B, ES -5C ES -2A.. ES -2B, ES -2C, ES -2E ES -7A., ES -7B., ES -7E ES -7H., ES -8 P.P. POWER POLE ---- EA SEMEN T EXIST CURB & GU TTER --- RIGHT OF—WAY---------------------- EXIST A. C. FL0WLINE CEN TERL INE — '`' -- — -- '`= -- -- -- --- EXIST. EDGE OF PA YEMEN T ►►►►►►►►►►►►►►►►►111111111 --RAILROAD TRACKS n n n � GUARD RAIL x CHAIN LINK FENCE IMPRO YEMEN TS UTILITY SYMBOLS 15 W EXIST WA TER LINE s EXIST SEWER LINE G EXIST GAS LINE SD EXIST STORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUND LINES POWER LINE TV EXIST UNDERGROUND T EXIS T UNDERGROUND TV CABLES PHONE LINE 0 EXIST OIL LINE FO EXIST FIBER OPTIC LINE DEP RTMENT � F' PUBLIC " OO RKS 7th Stwdard Road cd V PROJECT LOCA710N Snow Road (mve Nom Road cd o0cts� e a cd 3 � Nlx*"a Road � 0 H an Road L 0 CA TION MAP NO T TO SCALE M.H. F.H.lPhV,-4=jt--- PAY QUANTITIES N4. 26543 � MANHOLE o(D4* FIRE HYDRANT pF C AL.t STORM WATER POLLUTION PREVENTION PLAN 7 LS P.P. POWER POLE W.M. WATER METER MOBILIZATION 7 LS REMOVE TRAFFIC STRIPES & PA I/EMENT LEGENDS 7795 SF s IMPROVEMENT T FLANS TR���= W.V. REMOVE ROADSIDE SIGNS 15 EA D EXISTING MONUMENT DQ WATER VALVE ASPHALT CONCRETE (TYPE B) 780 TN AGGREGATE BASE CLASS 11 248 CY G.M. INSTALL ROADSIDE SIGNS 4 EA Q FUTURE MONUMENT GAS METER PA t/EMENT MARKINGS 150 SF TRAFFIC STRIPING DETAIL 72 21900 LF S.L. G.V. TRAFFIC STRIPING DETAIL 22 1,110 LF �i STREET LIGHT DQ GAS VALVE TRAFFIC STRIPING DETAIL 27B 783 LF TRAFFIC STRIPING DETAIL 29 1,980 LF STREET LIGHT W/MAST ARM -0� BENCHMARK TRAFFIC STRIPING DETAIL 32 1) 740 LF TRAFFIC STRIPING DETAIL 38 680 LF TRAFFIC STRIPING DETAIL 38A 295 LF I*C.O. CLEAN OUT mom AUTO SCOPE TRAFFIC STRIPING DETAIL 39 721 LF TRAFFIC SIGNAL do LIGHTING SYSTEM 1 LS -� PRE-EMPTION DEVICE STATE OF CALIFORNIA No TE. - THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: CLASS A or CLASS C— >0 NOTE.• THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 7-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH '' 0.25 MILES .. APPRC>VaE> BY: RAUL . ROJAS, R.C.E. 39800, EXPIRES 12--31-09 DATE QQ PUBLIC WORKS DIRECTOR QRpFESSlp APPROVAL RECOMMENDED BY: N4. 26543 `� ; ��` ASSISTANT PU IC RKS DIRECTOR DATE pF C AL.t w VIL' ENGINEER IV — D SIGN ENGINEERING J DATE _ "V3 Y = 6.1-1777 TRAFFIC ENGINEERING DATE s IMPROVEMENT T FLANS TR���= O OF % ! ..t.. ►w PROVE AT !S fWW FPAP SHEETS PHASE DIAGRAM CONSTRUCTION NOTES n 1-11 INSTALL CITY FURNISHED TYPE 170 CONTROLLER WITH LATEST REV. 81—TRANS SOFTWARE WITH 223 pv: FIREWIRE AND GDI MODEM, MODEL RM 404 AND 332 CABINET. [2] INSTALL TYPE III—BF SERVICE. 100 AMP MAIN, 1-50A BREAKER FOR METERED SIGNAL AND 1-30 AMP F BREAKER FOR UNMETERED LUMINAIRES. F3] INSTALL 3" CONDUIT WITH PULL ROPE TO SERVICE FEED POINT. COORDINATE SERVICE WITH PG&E ST. NAMESGN PLANNER AMADOR GALVEZ, 661 398-5833. F 41 INSTALL CITY FURNISHED VIDEO DETECTION CAMERAS, AS DESCRIBED IN THE SPECIFICATIONS. [5] FURNISH AND INSTALL OPTICOM 711 PRE—EMPTION DEVICES WHERE INDICATED ON THE PLAN. SEE r 1►ere�r GENERAL NOTE 11. F 61 FURNISH AND INSTALL OVERHEAD MAST ARM STREET NAME SIGNS. 71 F EXISTING STREET LIGHT TO BE REMOVED BY OTHERS. R8 FURNISH AND INSTALL ENCOM SPREAD SPECTRUM RADIO SYSTEM. SEE GENERAL NOTE 12. NORRIS Im. INSTALL 2' C. L 2—#6 INSTALL 2" C., A MT 8 INSTALL 2" C. 2—#10 LIGHTING A Ee 05 „ 1111 lll1► 08 EX. P.G.&E. H.H. EX. 2-2 to C., MT INSTALL 3" C. PULLROPE ............ .......... ......... ...... W ......... ............................................. ..... . .. ............... CONDUCTOR SCHEDULE pv: 4 2 --CONDUIT SIZE ROAD sma 5 F ST. NAMESGN 29-5-100 1111.. SV -1-T 6 8 02 CONDUCTOR RUK r 1►ere�r MAS, MAS, MAT 02 0 re®r�r©:�re FAN .......... 26-4-100 SV -1-T MAS, MAT ...... CALLOWAY DR 2-3" C., MT 60-5-1 all BMWs 21111114ars 3 CONDUCTOR SV -1-T CALLOWAY DR MAS, MAT IVIDEO CAMERA firm i. F R M P W Ms I I"orT DETECTOR lq'ull=1111. 11q!Xq9llv9vl Oil •0® Z, III ------------- - NOTE: CONDUITS DESIGNATED AS (N)EW OR (E)XISTING REFER TO CONDUIT ONLY. C/7Y Coollel= —BAKERSFIELD, CALIFORNIA POLE SCHEDULE elk z ........... 001 R/Tv ti R/W N c3mm pv: 4 2 FCB ROAD sma 5 F ST. NAMESGN 29-5-100 1111.. SV -1-T 6 8 02 MAS, MAS, MAT 02 0 07 .......... 26-4-100 SV -1-T MAS, MAT ...... CALLOWAY DR 2-3" C., MT 60-5-1 all MAS9 MAS, MAT SV -1-T CALLOWAY DR MAS, MAT WlKt HEIGHT ABOVE FINISH SURFACE 23.13' NOTES: ALL EQUIPMENT NEW. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, INCLUDING ALL MAST ARM CONNECTION HARDWARE AND ANCHOR BOLTS. GENERAL NOTES 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED MAY, 2006), THE CALIFORNIA M.U.T.C.D., THE SPECIAL PROVISIONS, AND THIS PLAN. 2. CONTRACTOR SHALL FURNISH ALL EQUIPMENT AND MATERIALS INCLUDING ALL MOUNTING HARDWARE, EXCEPT ,z AS NOTED. ............ 7-/ CB B Ag 4 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE 2 EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. PHONE UNDERGROUND SERVICE ALERT AT ......... _111 ... . .... . . . . ............ ..... —2444. POT HOLING REQUIRED FOR UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ........ (800) 642 rE ) FD... 111 .. ..... 5 ...... ...... ...... ... ...... ....... ... . . . .. ...... .. ........... — .. ........... EB WIRE HEIGHT ABOVE o FINISH SURFACE 21.82' 4 6 hl, V, -.11.1 ....... I _111111I.- ..... -11-- ... ­­­­ .""111111111111 ... ­­­­ ...... . .... - ...... . ................ ...... ----- - .................................................. 4 2P ........... ...... 7 ...... �,*,=,\ ............. ..... ....... 777 ........... 0 7 WIRE HEIGHT ................ di A f, ABOVE FINISH SURFACE = 23.59' GENERAL NOTESS (Con't.) 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS FROM THE ENGINEER IN THE FIELD PRIOR TO FINAL PLACEMENT OF SIGNAL POLES. 5. ALL CIRCULAR AND ARROW VEHICLE INDICATIONS SHALL BE 12 PULL BOXES NO. 5 AND CONDUIT 3" RIGID GALVANIZED METAL EXCEPT AS SHOWN ON PLAN, OR AS NOTED IN THE SPECIFICATIONS. REPLACE EXISTING NO.5 PULL BOXES WITH NO.6 AS NECESSARY TO ACCOMMODATE NEW CONDUIT. 6. ALL AUTOSCOPE VIDEO DETECTION CAMERAS SHALL BE MOUNTED ON THE LUMINAIRE MAST ARM OR SIGNAL MAST ARM, AS SHOWN. ALL WIRING SHALL BE INTERNAL TO THE POLE. LOCATE CAMERA 3 FROM CENTER OF LUMINAIRE, WHERE APPLICABLE. SEE SPECIAL PROVISIONS FOR DETAILS. POLE E CAMERA TO BE MOUNTED ON SIGNAL MAST ARM WITH 5 SKY BRACKET, #AMBKTM17. 7. ALL RED, YELLOW, AND GREEN SIGNAL INDICATIONS SHALL BE LIGHT EMITTING DIODE (LED) TYPE. ALL PEDESTRIAN HEADS SHALL BE INTERNATIONAL SYMBOL TYPE WITH "UPRAISED HAND" AND "WALKING PERSON" COMBINATION. 8. PEDESTRIAN PUSH BUTTONS SHALL HAVE 2" DIAMETER SIZE ADA BUTTON AND BE MOUNTED AT A HEIGHT OF 3'. SEE SPECIAL PROVISIONS. 9. COORDINATE REMOVAL OF Rl—1 "STOP" SIGNS WITH TRAFFIC SIGNAL TURN ON. HE PLAN. T- 10. LUMINAIRES SHALL BE CUTOFF TYPE, 200 W HPSV ON POLES AS SH-QWW.,, -11. EXACT OPTICOM DEVICE MOUNTING PLACEMENT SHALL BE DETERS kf ;:v;33Y7__?'T+, FFIC __ ENGINEERING DEPT. THE CONTRACTOR SHALL PROVIDE FOR AN _ 02, M TES PRIOR TO 1 _---- SIGNAL, TURN—ON. CONTACT OPTICOM REP. 48 HRS. PRIOR TONN -JUR, 12. THE CONTRACTOR SHALL FURNISH AND INSTALL ONE COMPLETE 5NQ(,s 51 66b MHZ C -A SPREAD SPECTRUM RADIO SYSTEM. INCLUDING ONE 15dbi YAGI CCSSH -NA AT THE INTERSECTION, ONE POLYPHASER IS-50NX—C2 LIGHTNING PROTECT D IN THE TRAFFIC SIGNAL CABINET. FURNISH AND INSTALL LMR -400 COAXIAL C FROM 332 CABINET TO THE ANTENNA. FURNISH TWO TYPE N CONNECTORS TO BE INSTALLED BY A CITY TRAFFIC SIGNAL TECHNICIAN. EXACT ANTENNA LOCATION TO BE DETERMINED BY THE ENGINEER IN THE FIELD. INSTALL DLC IFile Nome: 16137design dDrawn.- FSP EinGRH PUBLIC WORKS DEPAftio RTMENT �Job-: 16lji1___qW weer Date: 1108 i,Checked By. GRH STREET IMPROVEMENT PLANS CALLOWAY DR. AT NORRIS RD. - SIGNAL PLAN 20 10 0 20 40 GRAPHIC SCALE 6.1-1777 SHEET NO. 4 OF 6 pv: 4 2 FCB ROAD 5 EVA 05 6 8 02 0 8 05 02 0 07 .......... 6 ...... ,08 2-3" C., MT FD... 111 .. ..... 5 ...... ...... ...... ... ...... ....... ... . . . .. ...... .. ........... — .. ........... EB WIRE HEIGHT ABOVE o FINISH SURFACE 21.82' 4 6 hl, V, -.11.1 ....... I _111111I.- ..... -11-- ... ­­­­ .""111111111111 ... ­­­­ ...... . .... - ...... . ................ ...... ----- - .................................................. 4 2P ........... ...... 7 ...... �,*,=,\ ............. ..... ....... 777 ........... 0 7 WIRE HEIGHT ................ di A f, ABOVE FINISH SURFACE = 23.59' GENERAL NOTESS (Con't.) 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS FROM THE ENGINEER IN THE FIELD PRIOR TO FINAL PLACEMENT OF SIGNAL POLES. 5. ALL CIRCULAR AND ARROW VEHICLE INDICATIONS SHALL BE 12 PULL BOXES NO. 5 AND CONDUIT 3" RIGID GALVANIZED METAL EXCEPT AS SHOWN ON PLAN, OR AS NOTED IN THE SPECIFICATIONS. REPLACE EXISTING NO.5 PULL BOXES WITH NO.6 AS NECESSARY TO ACCOMMODATE NEW CONDUIT. 6. ALL AUTOSCOPE VIDEO DETECTION CAMERAS SHALL BE MOUNTED ON THE LUMINAIRE MAST ARM OR SIGNAL MAST ARM, AS SHOWN. ALL WIRING SHALL BE INTERNAL TO THE POLE. LOCATE CAMERA 3 FROM CENTER OF LUMINAIRE, WHERE APPLICABLE. SEE SPECIAL PROVISIONS FOR DETAILS. POLE E CAMERA TO BE MOUNTED ON SIGNAL MAST ARM WITH 5 SKY BRACKET, #AMBKTM17. 7. ALL RED, YELLOW, AND GREEN SIGNAL INDICATIONS SHALL BE LIGHT EMITTING DIODE (LED) TYPE. ALL PEDESTRIAN HEADS SHALL BE INTERNATIONAL SYMBOL TYPE WITH "UPRAISED HAND" AND "WALKING PERSON" COMBINATION. 8. PEDESTRIAN PUSH BUTTONS SHALL HAVE 2" DIAMETER SIZE ADA BUTTON AND BE MOUNTED AT A HEIGHT OF 3'. SEE SPECIAL PROVISIONS. 9. COORDINATE REMOVAL OF Rl—1 "STOP" SIGNS WITH TRAFFIC SIGNAL TURN ON. HE PLAN. T- 10. LUMINAIRES SHALL BE CUTOFF TYPE, 200 W HPSV ON POLES AS SH-QWW.,, -11. EXACT OPTICOM DEVICE MOUNTING PLACEMENT SHALL BE DETERS kf ;:v;33Y7__?'T+, FFIC __ ENGINEERING DEPT. THE CONTRACTOR SHALL PROVIDE FOR AN _ 02, M TES PRIOR TO 1 _---- SIGNAL, TURN—ON. CONTACT OPTICOM REP. 48 HRS. PRIOR TONN -JUR, 12. THE CONTRACTOR SHALL FURNISH AND INSTALL ONE COMPLETE 5NQ(,s 51 66b MHZ C -A SPREAD SPECTRUM RADIO SYSTEM. INCLUDING ONE 15dbi YAGI CCSSH -NA AT THE INTERSECTION, ONE POLYPHASER IS-50NX—C2 LIGHTNING PROTECT D IN THE TRAFFIC SIGNAL CABINET. FURNISH AND INSTALL LMR -400 COAXIAL C FROM 332 CABINET TO THE ANTENNA. FURNISH TWO TYPE N CONNECTORS TO BE INSTALLED BY A CITY TRAFFIC SIGNAL TECHNICIAN. EXACT ANTENNA LOCATION TO BE DETERMINED BY THE ENGINEER IN THE FIELD. INSTALL DLC IFile Nome: 16137design dDrawn.- FSP EinGRH PUBLIC WORKS DEPAftio RTMENT �Job-: 16lji1___qW weer Date: 1108 i,Checked By. GRH STREET IMPROVEMENT PLANS CALLOWAY DR. AT NORRIS RD. - SIGNAL PLAN 20 10 0 20 40 GRAPHIC SCALE 6.1-1777 SHEET NO. 4 OF 6 SIGN LEGEND R EXISTING SIGN TO REMAIN. Lj INSTALL NEW 1 POST SIGN. U INSTALL NEW SIGN ON EXISTING SIGN POST. 0 INSTALL NEW SIGN ON EXISTING STREET LIGHT POLE. A INSTALL NEW SIGN ON NEW TRAFFIC SIGNAL POLE. 0 RELOCATE EXISTING SIGN. REMOVE EXISTING SIGN AND POST (SALVAGE TO CONTRACTOR) -tr SIGN LOCATION m R1-1 — STOP R1-3 — 4—WAY R2-1 — SPEED LIMIT R3-7 — RIGHT LANE MUST TURN RIGHT R4-7 — KEEP RIGHT R5-1 — DO NOT ENTER R6-1 — ONE WAY R26(CA) — NO PARKING ANY TIME R81 (CA) — BIKE LANE R81 B(CA) — END SNS — STREET NAME SIGN(S) W3-1 — STOP AHEAD (SYMBOL) W3-3 — SIGNAL (SYMBOL) W66(CA) — SCHOOL CROSSWALK (SYMBOL) W66A(CA) — SCHOOL XING S1-1 — SCHOOL ADVANCE WARNINGI S4-2 — WHEN CHILDREN ARE PRESENT S4-3 — SCHOOL PLAQUE PAVEMENT DELINEATION LEGEND 38 INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOs. A20A, A20B, I AND A20D. NUMBER IN BOX INDICATES DETAIL NOON STANDARD PLAN. "STOP", "AHEAD" RP INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. W —1 LL INSTALL 12" WHITE LIMIT LINE AS SHOWN. At=INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. A 777`- ...... . ....... ...... ........... ...... ............... ............. .......... . ......... .......... ...... ... ... ... . .. ... ... ... .. . ..... . 2 22 4 W .�..i 12 ■ . .. .... ....... - . ... .. .. .. ... .. Jill' .. ... ... .. Co Wow ......... %, 14 14 12: w ANA= WNW .......... ........ . . . . .. 12 W3-1 w7- .......... . . 175' TRANSITION . . ............ 3 z z 1 swum ...... . .......... r-oo-"- ................ ..... ........ I \0 SPECIAL R/W z 51 -1 GUIDE R1-3 INSTALL "BIKE","LANE" AND DIRECTIONAL ARROW AS SHOWN. WO WW RP REMOVE EXISTING CONFLICTING PAVEMENT MARKING. INSTALL PAVEMENT MARKING AS SHOWN. 38 12n 10 nil D�NIVE ma26A CA > R26A(CAlm ....... .......... ... ........ ...... ... ..................... .................... ................... ................. 4-7 10 Rl —1 Am . ... ... - .... ... .. Rl 3w g&Rl—1 WRl-3--- 24 12 e......... »......, ... ... - 12 14' Rl —1 38 R1-3 J 22 12 Kul,, ......... ........ .. ..... ...... ........... ...... . ........ .......... ...... ......... ............. . ......... ........ ................... ................... ......... 1\3 . .......... Z,v MN R81 (C&)[-] S4-3 Z: R2-1(25), 1-1 S4-2 R1-3 POSTW "AHEAD" �Rp "STOP MANHATTAN DRIVE R1-1 W66 CA DRIVE= t W3-1 W 0 R26 CA R/R26 CA R81 CA W66A CA KgLACA)r-i .......... ...... ........... ............... ........ ...... .............. ............. . ..... .............. .................... ... 4=00 ......... .................... ................ ... ... . .. ... ... ... ... ... .. ... ... ... ... ... ... .. . .................. . .................. ... ... ....... . ... .. . .... .. ...... 12 32 39 22 Z CC 12' ... . . ... ... ... ... ... .. -00 ' 6— m 12 < < i w 12 w (j) ........ ... .... ­ ­ ... ... ... ... ... .. ...... .. ... ... .. ... ... ... ... ... . . ... ... ................... ...... ..... ... ..... .... ...... . ................ ....... .............. -.1 .. ...... ........ R /W 12' 12' 12 .. . . ....... ... . ... ... ... ... ... 12.": ...12 m ......... . .. ....... ...... ...... ........ ... . .. ... ...... ...... ... .... ...... ........ ..... .......... ................. .................. .............. .............. ................ ti®amom 499=0 wNe ddeA1 dOMWAS I 44som mom dwam womm amom "SLOW "SCHOOL", W66 CA "XING" W66A C LDma wn: FSP lRe Name: 161j� �si n GRH "Job No. -161 Z��OQQ S DEPARTMENT _&eer. A L IFORNIA ORKIh KERSFIELD, C PUBLIC W Pate: 1108 Checked By. GRH .............. ............... I]= 1 0 40 20 0 40 6 GRAPHIC SCALE STREET IMPROVEMENT PLANS CALLOWAY DRIVE. - SIONINO AND STRIPINO PLAN 6.1-1777 SHEET NO. 6 OF 6