|
acs a as❑ oao 0
<br /> � C � AQd�
<br /> TRLIF flC ISaF= & 398MIS
<br /> W TRAFFIC CONTROL PLANS CONTRACTOR:
<br /> BROADBENT&ASSOCIATES, INC. BROADBENT&ASSOCIATES,INC.
<br /> 16 E HARDING WAY STOCKTON CA CONTACT:
<br /> ' ' NOTE: COLE GRUBE 1-530-566-1400
<br /> JOB#13-90-110 1 CONTRACTOR WILL ASSIST ALL ADA,PED FOOT TRAFFIC
<br /> AS NEEDED THROUGH WORK AREA.(MIN S�
<br /> Statewide Traffic Safety and Slgns("Statowlde")shelf 11ot be responsible tor,and(BROADBENT&CITY OF STOCKTON].hell Indemnity,defend 2 MAINTAIN ACCESS TO BUSINESS&RESIDENTS AT ALL TIMES.
<br /> and hold harmless Statewide and Its agents,representatives and employees from and against,any claims,costa,damages,liabilities,axpanes.,
<br /> demands and losses(Including attorney's fees and coats and expenses)arising out of or relating to the failure of any Traffic Control Plan
<br /> applicable to Statewide'.work or nervlcea to comply with any local,slate or federal rola,regulation,ordinance,or statute,[BROADBENT&CRY 3.NOTIFY AND COORDINATE WITH REGIONAL TRANSIT
<br /> PROJECT LOCATION OF STOCKTON)agrees that the Statewide I.entitled to and will rely on the wrllten Traffic Control Plans)provided to Statewide by[BROADBENT&
<br /> CITY OF STOCKTON]and Its agents,representative.and employees In the performance of Statewide'.work or servicac. RELOCATION,CLOSURE OR MAINTAIN ACCESS TO BUS STOPS.
<br /> THIS PROJECT IS LOCATED NEAR HARDWG WAY AND EL DORADO
<br /> ST IN STOCKTON,CA THESE PLANS WILL BE USED TO WORK N THE NOTES. 4.ANY RESIDENT OR BUSINESS PARKING AFFECTED SHALL BE
<br /> SIDEWALK/STREET TO DESTROY WELLS.WORK HOURS WILL BE BAM COORDINATED A MIN OF 48HRS IN ADVANCE OF PARKING
<br /> TO SPM MONDAY THRU FRIDAY.CONTRACTOR WILL COMPLY WITH RESTWCTION PLACEMENT.
<br /> THE CITY OF STOCKTON STANDARD SPECIFICATIONS. THE LOCATION OF THE SIGNS AS SHOWN ON THE PLANS ARE GUIDELINES AND ACTUAL LOCATIONS WILL DEPEND UPON
<br /> CONTRACTOR WILL COMPLY WITH THE STATE OF CALIFORNIA
<br /> ALIGNMENT,GRADE,LOCATION OF STREET INTERSECTIONS,POSTED SPEED LIMITS,AND 85TH%TILE. S.SIGNS SHALL BE 48X48'. i
<br /> STANDARD SPECIFICATIONS(ARTICLE 10),CONTRACT SPECIAL
<br /> SPECIFICATIONS,TRAFFIC CONTROL PLAN SUPPLEMENT AND ALL HIGH LEVEL WARNING DEVICES WILL BE EQUIPPED WITH FLAGS FOR DAY CLOSURES. 6.CONTRACTOR RESPONSIBLE FOR DAMAGED PERM SIGNS.
<br /> CALTRAAY SPECIFICATIONS,M.E ENGINEER
<br /> EER T ANY TIME
<br /> THIS IF THE WORK AREA ENCROACHES UPON A SIDEWALK OR WALKWAY,-SIDEWALK CLOSED,USE OTHER SIDE'SIGNS 7.NOTIFY CITY ENGINEER THREE WORKING DAYS IN ADVANCE
<br /> PLAN MAY BE MODIFIED BY THE ENGINEER AT AVIV TIME TO
<br /> EUMINATE OR AVOID TRAFFIC CONDITIONS THAT ARE HAZARDOUS WILL BE USED TO GUIDE PEDESTRIANS TO CROSS TO ANOTHER MARKER CROSSWALK PEDESTRIANS MAY NOT BE GUIDED ONTO OF LANE CLOSURES AT SIGNALIZED INTERSECTIONS.
<br /> TO THE SAFETY OF THE PUBLIC. PRIVATE PROPERTY OR THE TRAVELED WAY. BOTH ARE BASED ON.
<br /> 1.)85TH%TILE OR IF NOT AVAILABLE,THEN USE
<br /> CONTINUAL MONITORING AND MAINTENANCE TRAFFIC LANES SHALL BE A MINIMUM OF TEN FEET IN WIDTH MIN CLR. 2.)POSTED SPEED LIMIT(PSL)
<br /> OF THE TRAFFIC CONTROL ZONE,EMERGENCY L-TAPER LENGTH
<br /> WHENEVER FEASIBLE AN ADDITIONAL S FEET SHALL BE PROVIDED FOR A BICYCLE DANE.IF R IS NOT FEASIBLE TO PROVIDE A SEPARATE 5•SPEED
<br /> ACCESS,ACCOMMODATION FOR PEDESTRIANS,
<br /> BICYCLE TRAFFIC AND THE DISABLED,PROPER BICYCLE LANE,THE CONTRACTOR SHALL POST SIGNAGE BEFORE THE CONSTRUCTION AREA STATING:'SHARE the Road with Bicyclists'. W-WIDTH(OFFST FROM PATH OF TRAVEL
<br /> WHEN T11E LANE IS SHARED,THE CONTRACTOR SHALL POST SIGNAGE FOR A MAXIMUM SPEED LIMIT OF 25 MPH IN THE SHARED LANE. 'CONES SHOWN ON THIS PLAN ARE ILLUSTRATION PURPOSE ONLY.EXACT
<br /> TRAINING OF FLAGGERS,PROPER DEVICES AND NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER
<br /> DEVICE USAGE AND APPROPRIATE NOTIFICATIONS MONITOR AND MAINTAIN TRAFFIC CONTROL ZONE AT ALL TIMES. LENGTHS,ACTUAL FIELD,ACTUAL FIELD CONDITIONS,ECT....
<br /> SHALL BE USED ON THIS PROJECT.
<br /> Will INa t6f G�
<br /> MAINTAIN ACCESS FOR EMERGENCY VEHICLES, 1111 LA __ _ _ _ )EI 11W
<br /> SPErD z Cdl Cal Cdl Cal Cdl Cal CONE SPACING
<br /> ASSURE SAFE PASSAGE OF PEDESTRIANS&BICYCLISTS INCLUDING PERSONS ,8 I)d GG SIIOULOE I I d GG SHOULDE 1 d GG SHDULDE SPACING
<br /> WITFI DISABILITIES IN ACCORDANCE WITH THE AMERICANS SHIFT A SHIFT A SHIFT R
<br /> WITH DISABILITIES ACT OF 1990(ADA),TIRE B,PARAGRAPH 35.130. __CD I55' 104' S2' 3S' 115' 57' 3S 125' 63' 42' 25' 100-200'
<br /> nusrr aarrry a ea.xs 30 I E 200' 150' 75' SO 165' 83' S5' led 90' 60' l0 120-240'1
<br /> LICENSE#975518 ALL DEVICES TO CONFORM TO CALTRAN'S STANDARDS/CA M.U.T.C.D. _35 LHSIlY31Y 1 250 209' 102' 68' 225' 112' 75' 245' 123' 82' 35' 140-280'
<br /> 40 305' 26T 133' 89' 293' 147' 98' 320' SFA' 107' 401 160.320'
<br /> Adam Bennett DEVICE PLACEMENT TO CONFORM TO CALTRAN'S GUIDELINES/CONSTRUCTION SPECS 45 360' 950' 225' ISO' 495' 248' 165' 540 270' 180' 45' .1
<br /> 916-452-4855 50 425' 50 250' 167' SSD' 279' 183' 60V 300' 200' SO' 525,MIN
<br /> FIAGGERS TO BE TRAINED PER TRUE 8 CCR 55 195' 550' 275' 183' 605' 303' 202' Vlfl
<br /> 220' 501 550'MIN
<br /> EA IA
<br /> so 57V 600' 300' 200' 660' 330' 220' 240' 50 575' IN65 645' 650' 325' 217' 715' 358' 780' 260' SO, 600' IN70 730 700' 350' 233' 770' 385' 1140' 2811' S0 650'MIN
<br />
|