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HomeMy WebLinkAbout3.2-541J m Q m Li M O m M 0 w f- 0 J n I I Q Ln N O (N a a� a I I �I �1 O U a� �I U C) Q m I 6 E C a n I O N Y N Q O Cn 0 C) / V) L U) / N L EGENO= STRIPING AND SIGNAGE �1 Contractor shall remove conflicting pavement marking/striping as Indicated on the plans. 2 Install thermoplastic cross walk or stop bar pavement markings. (white) 3 Install thermoplostic Detoil 9 4 Install thermoplastic Detail 22 Instoll thermoplastic Detail 29 Instoll thermoplastic Detail 36 LJ7 Install thermoplastic Detail 38 (D Instoll thermoplastic Detail 39 �9 Install thermoplastic Type IV(R), IV(L), as indicated on plan. 10 Remove sign indicated Qj Relocate Roadside Sign Indicated 12 Install sign indicated 13 Remove existing access ramp and curb and gutter. Instoll curb breakdown, Type 'B" curb and gutter, and upgraded Case "A" access romp per Col Trans STD RSP A88A, latest edition, match existing. Provide I' minimum pavement tie—in if needed. t � � SCALE: 7 "=4( EXISTING IRRIGATION PUMP STRUCTURE AND FUEL TAN EXISTING WA TERMAN IRRIGA T16 VALVE AND PIPING. PROTECT IN PLACE. (TYP) EXISTING EDGE OF PA VEMEN; Q W 0 __j Q) �E''� CURVE TABLE �QQ `" Curve Length Radius Delta Angle Tangent + moo ? z z C1 45.88 30.22 86`58'26" 28.67 Q W W � m W Q C2 48.00 32.00 90°51'43" 30.70 mm� EXISTING SOUNDWALL SCALE: 1 "=40' GC1 20 LF 8 r............_..� i 7;7 ��EY. \ �1✓t F f% r 540 LF 3 335 LF 4 15 SOFT 9 525 SOFT 1 W3-1, W3-3 12 4 5 6 Q 0� � 560 SOFT 1 h 220 SOFT 1 t7 EXISTING EDGE OF PAVEMENT D T o °' DETAIL 22 R/W EXISTING WA TERMAN IRRIGATION VA VES. PROTECT IN PLACE. (TYP) CITY OF BA KERSFIEL D, CALIFORNIA E AIL 22 120' BAY TAPER O DETAIL 38 165' 4 7 PUBLIC WORKS DEPARTMENT K3 14 �O1 460 SOFT 1 110 SOFT �... DETAIL 29 100' OEST GSO DWA ellance Xl IN UN LL rive S TRI PI N G A ND S1 GNA GE PL A N 1 "= 40' EM X 0 ce Drive 14 r--� 240 SOFT QR�FESS/ON F� pEAN 4� 2 Z REGIS TE ED Cl GI NEER w � C 46803 � * Exp.6-30-13 CITY OF BAKERSFIELDsI'\ �P 1501 TRUXTUN AVENUE 9TF Clvl� BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION 1 / / W3-1, W3-3 opo W Lu �u C213 8 20 LF ��z� Q o q o Z Z Q �! 2 55 SOFT W � w W 16' _ ham' p 4'(TYP) R W 2 340 SOFT 3 275 LF STA 10+00— _ 292 SOFT 11 12 13 /4 ----------- — ------------- ----------------- � -Q- 4.5 1 935 SOFT �----------- 00 c EXISTING IRRIGATION PUMP 5 280 LF Xi STRUCTURE AND FUEL TANK. R/W STRIPING AND SI GNA GE PLAN 1 "= 40' File Name: T2K206—Panama—Relionce—recover-1_1_7361_3 Drawn: R. L. TABLIT Job No.: T2K206 Engineer: R. L. TABLI T Dote: Feb. 14, 12 Checked By: W3-1, W3-3 TRAFFIC SIGNAL AND LIGHTING SYSTEM INSTALLATION SHEET NO. PANAMA LANE AT RELIANCE DRIVE SIGNING AND STRIPING PLAN 2 OF 3 0 1 2 3 CONSTRUCTION NOTES ElContractor shall install City furnished Type 170e controller and 332 cabinet assembly. Service shall be 120V1240V type Ill -BF, furnished and installed by the contractor. Pull box in front of controller shall be #6. Pull box adjacent to PG&E electrical service point shall be PG&E #043459. 02 Contractor shall install conduit from electrical service point PG&E #043459 pull box to Type ///-BF service pedestal. All other pull boxes shall be #5. All new signal indications shall be 12" LED "RED, " "GREEN, " and "YELLOW" per specifications. ® Contractor supplied luminaires shall be cutoff type, 20OW HPSV on poles KA), C @&0 ®5 All pedestrian indication modules shall be new, LED "UPRAISED HAND." and "WALKING PERSON" combo, International symbol types as detailed in the specifications. © Locations of the Standards shall be 4' minimum between face of the pole and the flowline, or 5' behind flowline where applicable, or as directed by the engineer. ®7 Contractor shall install three City -furnished Opticom 711 pre-emption devices. The contractor shall furnish and install cables and mounting hardware (Delco AB -121) One Opticom 764 phase selector unit will be installed in the cabinet by the City. Exact hardware mounting placement shall be determined by the Traffic Engineer in the field. The Contractor shall provide a qualified on site Opticom Technician. Contact an Opticom Representative 48 hours prior to turning on signal. ® Contractor shall install City supplied street name signs per special provisions, and as indicated on the plans. Contractor shall install pole mounted sign indicated. 9� Contractor shall install roadside signs per special provisions, as indicated on the plans. 10 Contractor shall remove roadside signs per special provisions, as indicated on the plans. 11 Contractor shall remove existing sign panels) and install sign panel(s) per special provisions, as indicated on the plans, see Sheet 2. 1 12 Contractor shall remove existing access ramps and install upgraded access ramps on the N/W and N/E corners per al Trans d SP 88A, latest), Case "A" All ramps shall include detectable warning systems, see Sheet 2. 13 Loops shall be centered in their respective lanes and as directed by the Engineer at the site. Type E loops shall be 6' diameter. Detector loops a d lead-in cables within 8 feet of the curb flowline shall be a minimum of 1.5 inches below the surface of the paving. nstall Type C, bicycle loop this sheet. 14 Install pull ropes from the controller cabinet internally to all poles that have a luminaire arm; poles A, C, E . The pull rope shall be nylon or olypropylene with a minimum tensile strength of 500 pounds. The pull rope shall be doubled back at least 2 feet at each en . 15 The Contractor shall install one City supplied McCain Encom 900 mhz (5100R) spread spectrum radio system. The contractor shol ins all (MI a 15 DBI yogi Cushcroft antenna. The exact antenna placements shall be determined by the Engineer in the field. The system shall include (M10454) a lightning protector that will be installed in the traffic signal cabinet with GDI Model 404SA modem. The Contractor shall install M10454 -LMR coaxial cables from the 332 cabinet to the antenna: The Contractor shall install Type N connectors (M10455) on each end of the coaxial cable. 0 110' f * I Set Pullbox -285' for Future Traffic Loops 3 J f RW ...... . _.............._._._.... " his V) SCALE: 1 "=20' r i i j x 3 € . E 3 Panama Lane : , f ; , -- 1' YPJyr ° . .....° 1 Y, )JV. CONTROLLER LOCATION DETAIL NORTHEAST CORNER ??ocESS/ON A ��) EAN EG/ FRED Cl VIL INEEP C 46803 yk Exp. 6-3C-13 Cl TY OF BAKERSFIELD BAK ERSFIELD,1 TRUX TUNCAVENUE 93301 �TF OFl REVISIONS No. DA TE DESCRIP TION 1 08/24/2012 REVISED LOOPS, TYPE D; ISSUED WITH ADDENDUM NO 2 2 / / 3 / / GENERAL NOTES: ILL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE ,ONTRACTOR, TO THE WASTEWATER PLANT 112 AT MT VERNON AVENUE SOUTH OF HIGHWAY 58. CON TACT THE Cl / r s ELECTRICAL SUPER VISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILI TY LOCA TIONS SHOWN ARE APPROXIMA TE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CON TRA C TOR'S .. — ..._..—.... - �� ..._ wa w a E 4 ,( 00'6 - - - g - - _ —. — - _ — - sa.;r E x...... .......... .......it -5/"__... LL i — � i� . _ - _ 6 ..... ........... — ....._.... - ..........__ --- .._.... �.... �............_ r ....... t M_..................... _................... _._...__._..._ ..._..._... .._..._..._... - __................_. _ W ............... ................... ............._.... W ....... ................... ................... ........... '; �v.:. _..__ ...._..__...._...._..__.....__ : -......_...... .� LLJ F- S S O S S N1, H. J S 405'(Not Actual Loc) _ 06 ' 6d.4 6J3U .....-- .......... ...__-...... ... . ...... ;, ._............... — _ .y 5J1 U 06 .......... _.......... C _.......... __ ....._ _.......... — -- — _ .......... _.__....... _..-- ......._ _ ...—._-------- .... .......... ....... ..._.._ N 5J9U1 3 lio, % 0 0 --- < Q ; �1-------- o N 130' U 2/3U 9 2/4U_— N �, :02 2 -- --I 7 ----------- ----- 15 -------------- ._.........._- .............._____-............_............................-.-....'t`...................................................... __............... {:�; ........................................_._........._............. — — — — — — — — — — — — — — — — — — — — — -- — — — ..�...... — :07 — ..... ... . gJy y .... ........ .... _---------- —--------- — _-- _--------- F — — — — — — — r • _......... ..... L' ._........_._......_..._.....__.._.........._._._.__ O ............. ............ .......... ........___—...........� �— _..........._-__......._...... _ __ _—...... y ...... ......... — 02 .. ....... — ._..... .._..._...�_____�........_-. � may..;.... i .......... .......... ✓ J - , . t w -zj �l , . .. ................. ............ ........._.......... _._....._......... F.F. ill,• .........z......V . 4 a 405'(Not Actual Loc) EXISTING EDGE OF PAVEMENT EXISTING WA TERMAN IRRIGATION 0 VALVES. PROTECT /N PLACE. (TYP) RW - - EXISTING IRRIGA TION PUMP HOUSING STRUCTURE AND - - - - - _ FUEL TANK SYSTEM TO PW REMAIN. (PROTECT IN PLACE) N CONDUIT/CONDUCTOR NOTES: Q 1. CONDUITS NO 11, AND 3 CROSS/NG RELIANCE DR AND PANAMA LN, RESPECTIVELY SHALL BE BORED. DLC CABLE /N CONDUIT NO 8 SHALL EXTEND FROM THE Q) IOF CONTROLLER CABINET TO THE NEW PULLBOX AT THE END OF CONDUIT RUN NO 8 WITH AN EXTRA 50 FT ROLLED AND LEFT FOR FUTURE LOOP INSTALLATION. (S) City Supplied, (C) Contractor Supplied POLE SCHEO UL AE CONDUCT_ OR SCHEDULE MASTARM SIGNALS SIGNS 0�I CONDUIT SIZE 2-3" 2-3" 3" 3" 3" 3" 2" 2" 3" 3" 3" 3" 2" 2" 2-2" 2" 2" 2" 2" LOC. STANDARD LIGHTING VEHICLE WALK W -D PPB ST. NAME SIGN REMARKS SIGNALS DONT WALK ;0 :0 POLE OR MAST ARM MOUNTED DUC N _NEIW ING CON RUNTOR ��QQ��Q� 10 11 12 13 14 15 16 17 18 19 \\ 15(s) DES/GNATION N N N N N N N N N N N N N N N N N N N 26-4-100(s) 45 (s) 06(c) PANAMA LANE(s) 7 8 14 1 28 CONDUCTOR 4 4 2 1 1 1 2 0 9 CONDUCTOR RIGHT LANE 0 © 1A(S) Tv -2- T(c) SP-1-T(c) 06(c) R9 -,3G, -R,9 -,3(c) N N 5 CONDUCTOR 1 TYPE E 15(s) SV -2- r(c) RELIANCE DRIVE(S) » j M10454 -LMR COAX/AL CABLE 1 0 ' 5 ' G' 19-4-100(s) M4s(c) R3- 4(c)17181141151 MODIFIED R3— 8 Q_ #10 LIGHT/NG 4 4 2 2 2 2 4 4 4 4 THRU LANE LOOP DETECTOR 30'(s) c TM -AMA R9 -3a• R9-3 c Nrs _y PRE-EMPTION CABLE 3 2 1 1 1 1 15 (s) SV-2-T(c) PANAMA LANE(s) co °' #2 SERVICE (PR/MARY 3 3 10 ' 10 ' 7 0 ' 26-4-100(s) 45 (s) c T -MA r(c) SP -1- T(c) 04(c) "MODIFIED " R3- 8(c)111 IN 7 8 14 #6 SERVICE (SECONDARY) 2 2 2 LEFT TURN LANE :02 DETECTOR 3 3 3 3 3 1 PPB POST(c) �4(c) :0 4 DETECTOR 2 2 1 2 2 2 STOP BAR/CROSSWA L K :05DETECTOR 2 2 2 2 2 TYPED LOOP LAYOUT F 29-5-100 s 15' (s) sv-t-T(c) RELIANCE DRIVE(s) i L OOP DETECTOR Nrs T O 55 (s) MAS(c) SP-1—T(c) 06(c) 04(c) R3- 4(c) 7 8 14 :0' 6 DETECTOR 7 2 3.� S V j 07DETECTOR 2 2 2 2 1 2 © 1A(s) TV- I-T(c) SP-1-T(c) 04(c)06(c) �j TOTAL 16 9 5 5 1 5 1 1 4 4 4 2 File Nome:T2K206-Panama-Reliance-Add_2 Drawn: R. L. TABLIT Traffic Signal and Lighting System Installation SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K206 Engineer: R. L. TABLIT Date: Aug. 24, 12 Checked By.- Panama Lane at Reliance Drive 3 OF 3 0 1 2 3