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Home My WebLink About2510-1l' TRAF ONTROL PLAN GENERAL NOTES: 1=0R 1. All work steall be done in accordance with these pians and the City of Fontana 17 All existing signs that are in conflict and/or are no longer applicable with this plop, shall be covered or removed during work hours, and replaced in kind during Engineering Division Standard Specifications, doted 1975, and any revisions therkofttr, non -work hours. STORM DRAIN N TR CTION 2. All work, materials and equipment shall conform to the requirements of the 1994 18. All existing striping and pavement markings that are In conflict and/or are no " Standard Specifications for Public Works Construction, Greenbook' and the 1995 - p longer applicable with this plan, steall be covered or removtd, w►d replaced is load Supplement; the State of California, Department of Transportation (Caitrons) Standard during non -work hours. Plans and Standard Specifications, dated 1994; and the Caltrans Traffic Manual, latest edition. 19. The work zone shall be routinely inspected and maintained to ensure proper visibility and operation of all traffic control and advance warning devices All 3. The contractor shall conform to all traffic control policies, methods and procedures flashing yellow beacons shall be inspected duly to ensure proper operation. described in the Coltrans Traffic Manual, Chapter 5 - Manual of Traffic Controls for Construction and Maintenance Work Zones, latest edition. 20. Baseline Rood and Hemlock Avenue-Villiog& Parkway shall remain open to traffic at -" Iw - ,_ all times subject to flogger control during work hours. All existing traffic control 4. The contractor shall refer to the City Engineer in the event of a conflict or g g �w devices and markings disturbed by the work shall be replaced in kind at the end of each potential cofltIict with the plans and/or spociticrtions for this pfojtct. work day. LJ PHA51* A . } 5. All required construction permits shall be obtained from the City of Fontana { � 21. F 1 aeTger s sten l I conform to 0-11 stet how and procedures ileac r i bed in the Ca ! t r aRs , ` Engineering Division prior to construction beginning. Traffic Manual, Section 5-07, doted January 1990, or Section 5-04, doted January 1998. 6. Traffic sign dimensions. color, and lettering shall conform to the latest Coltrane 22, I Fla era shall coordinate their efforts and stay in constant cunicotion via sign gn specification t i c8t i ofl ghee # si! . 99 y amm two-way radios, to prevent excessive queueing of traffic and to provide sot& and smooth I • operation throughout the work zone. Q 7. It shall be the responsibility of the contractor to maintain barricades delineotors • I■ i• I• I• • I I or other traffic control at all times. 23. In the event that this Traffic Zontrol Pion must be used during hours of darkness; ` adequate lighting shall be provided at all flogger stations, and all signs, cones, or � 8. Upon completion of construction, contractor shall restore all signing, striping, barricades, and other traffic control devices to their original condition, of t® the delineators shall be illuminated or retlectorized, and flashing yellow beacons shall be installed on all barricades. ,�.-•-- U satisfaction of the City Engineer. 24. An roadside obstacle associated with the 'work that must remain duringnon--work 9. Exact location of all equipment and control. devices to be determined by the City hours shall be, at a minimum, delineated with illuminated or retlectorizecones or I Engineer. Additional warning and/or construction signs may be required b the Cit • 9, 9 / 9 y q y y delineators and barricades with flashing yellow beacons. In addition, advance C18 ROAD Engineer. CONSTRUCTION AHEAD" signs shall remain in operation with flashing yellow beacons. 10. The contractor shall notity the Cit Traffic Engineer a miniisiA of 48 hours before LL! y g 25. All canes or portable delineators shall be internally illuminated or fitted with implementing this Traffic Control Plan. retlective sleeves, when used to delineate ro"side obstacles during non -work h wars. 11. This plan shall only be implemented during hours of daylight. All traffic control 26. All flashing yellow warning lights shall be portable, lens directed, enclosed and devices associated with this plan shall be covered during non -work hours, except as mounted at a minimum height of three feet, measured tram the bottom of the lens to the f noted above. underlying surface. 12. A11 traffic signs shall be a minimus size of 48 inches by 48 inches. 27. Type 'A' (low intensity) fiashiRg yellow warning lights shell be used on all II G1 8 HITH TYPE 13' � 13. All cones or portable delineators steal! be a minimum of 28 inches in height. barricades used at night and they shall be in operation tram dusk to dawn (refer to the FLASH I NCS table below tot other specifications and details). • 70- t j i 14. salnot e aced n shadows ar in obstructed locations. I � �hl blih p 28. Type *B (high intensity) fioshing yellow warning lights shall be used with the 1-8d indicated signs and shall be in operation at all times (24 hours/day) (refer to the �`N oaoriwsNo 15. Signs shall notbe placed in excess of 15 feet from the edge of traveled way. table below for other chic tioas sad details). • CWOd i 190Portable sign standards shall be tied down or weighted to prevent toppling. ��'�� _ fw w �16. The bottom of all signs shall be placed a minimum of 48 incAi3 shoot the traveled 29. Steel plate covers shall be installed per Work Area Traffic Control Handbook (Plate Bridging), over all open trenches at the clout i t construction each day so that a ntinumur* j siuffacr soil, wheftver possible, 7 feet is ®pfetrfeble bright. of one 1 travel Ione In each direction can be maintained during non -construction hours. � G13 () g 30. Type P STEEL PLATES AHEAD warning signs shall be used in occofdance with the ft(k _ ____ Area Trottic Control Handbook (W.A,T.C.H,) in advance. of all temporary plate bridging GqA located within the traveled way. I i � I - j 200' o 7 �- C:) G3b I ` z C/)¢ ri o ; o / d01S I O ; � o f g /'d3d Z G 18 W I TN TYPE ' B' � Is G36NAA i • � �' G30 o FLA5HIN6 BEAGON 200 - - 1. 3201 300' 500' 500' 500' 100' TYP. G 13 _._. _..._ E A a I I I I It T • r _ ..F 1 / --H 100' TYP. G13 100' TYP . 501 TYP . LEGEND 300 t� PORT'ABLB DEI. I NEATOR 5001 500' 500' Q„_ PREPAR 516N g 64A G36 G36 TO u z STOP a n W FL.A6TREE rn ;;0o a n o v 300' o n o O D C) J _ FLA66ERl A - 618 PSI TH TY'P'E ' 8' �---i VcLA FLA5HINbBEACON TYPE 11 BARBICAM - 300 , G13 FLA54IN6 YELLON I TYPE 'B' NO 5GALE ROAD FLA5HIN6 YELLOA ORS TIO v AHEAD WORK ZONE NARNI NLcS�T I � Gl8 WITH TYPE B i FLASHING Type A Tape 8Tppe C Low Intensity Ifigh Intensity Steady Burn .. Legs S iZ6 r �Wool' i 7" dia. 12 dia. �i%2border aY. Lens Directionot Faces 1 or 2 1 1 or 2 ofEssi R JF ' Prepared Under The & sim Of : CITY\OF F 0 N T A N A, CALIF ORNIA Flash Rete per Minute 55 to 75 55 to 75 Constant � Qa _ - Flash Durcti60 10% Bac Constant w�° �� °iE D e1r. Assoc TRAFFIC CONTROL PLAN "' H R R GE Minimum EtfecCive tntansfty1' 40 Condelas 35 Condetas - W KRU E, T �, DRAIM! Bl~ SCN.E; Minimum Beans Candle Pooer - - 2 Conde t as o Hours atOperation �� +�+� �� BASELINE AVENUE NO SCALE u Dusk t o Dom 24 hr s/day Dusk t o Dow XP. H JK sly K � � � AM DESIGNED 811: - DAIEs t` TRAFFIC * HEMLOCK AVENUE 1. Length of tine that insteAtoMows intensity i• 6/19/97 effective intensity. y "V+l to or greeter than �lFO �pQ��`� 3414-01.66 - f ca�� (909) 884-2159 Doh - at cm n APPRovEe DRAWK NOw 2. These value: Nwtt be ■sintoinef within en elliptical pattern ! in, ow each elle DAIS s� MtlRTH MOUNTAIN VIEW, 2RQ. flOd! �ATE� � �, N the vocticel axis; sW S in. above oM 3 Is. below the haizootel axis. NARR J. KRUEPER TR. 240 2510 - _ REM, aEVI�oN DESCRIPTIOM DATE ENGR CITY GATE 07-16-97 SAN BERNARo i No. CAL I FORK 1A 92401-1291