| SIGN LEGEND 
<br />WAO*U4t11 <4> * < 
<br />D * 
<br />W20-1 W20-3 W20-2 C20(CA)(R) C20(CA)(L) W9-3 C20(CA)(BIKE) W4 -2(R) 030 (CA) C30(8IKE) W20-4 W3-4 
<br />W4-2 L 
<br />C 05E0 ? 
<br />NARROW ROAD � � OPEN 
<br />AHEADrj LANE NARROWS <#> 
<br /><*> 
<br />TRENCH 
<br />W20-3 W3-5 C12(CA) W5-1 W12-1 W6-3 WI -4(L) W4-1 W21 -1a C9A (CA) C27(CA) W11-1 
<br />W1 -4(R) 
<br /><> 
<br />>IRUHDER VFAOS0E0* 
<br />R3-1 R3-2 R3 -4 R3-18 R5-6 R8-3 
<br />W21-5 W21-5bR W21 -5b C30A 131-1 R1-2 R5-1 SLOW PADDLE 
<br />RIGHT LANE LEFT LANE 
<br />ROAD RAMP 
<br />RAMP ROAD CLOSED w eEGIN ISHARETHE �ONL 55[gR 
<br />CLOSED CLOSED iHRUTRAFFlC U. AN •��,R11-2 R11-2 RII-4 R4-4 W1e-1P R4-11 SPCC 3-6(R} R4-7 R4-6 [R43 -5R MR6013 
<br />R4 -7o R4 -8a R3-6 L 
<br />SIDEWALK so°vu ansa sans ansa END © 
<br />END DETOUR © � 
<br />CLOSED �cces RBI[ usE anEn ROAD WORK © DETOUR DETOUR DETOUR 
<br />OH Rm DN RED 
<br />R9-9 1119-11(L) R9-11a(L) R9 -1D G20-2 W1 6(R) W1-7 SC3 (CA) M4 8c M4 -9((L M4 -1 0(L) 
<br />R9-11 R R9 -11O R W1 -6(L) I,I4-9{R M4-10 R R13A R13B 
<br />DO NOT M4-9 S 
<br />STOP 
<br />ON 
<br />TRACKS 
<br />R8-8 SYMBOL LEGEND 
<br />4221 E. 
<br />MARIPOSA RD. 
<br />FROM: 8:00 AM 
<br />TO: 4:OOPM 
<br />E. MUNFORD AVE. I CARPENTER RD. 
<br />GENERAL TRAFFIC CONTROL NOTES: 
<br />1, THE CONTRACTOR IS RESPONSIBLE FOR PROMPTLY RESTORING THE ROAD BACK TO SATISFACTORY CONDITION WHICH INCLUDES, BUT IS NOT LIMITED TO, 
<br />PAVING, STRIPING, MARKINGS, SIGNAGE, AND LOOP DETECTION. ALL PLANS SHALL BE IN ACCORDANCE WITH 2014 CAMUTCD, 
<br />2, THE AGENCY RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN OPERATION AND TO MAKE CHANGES AS FIELD CONDITIONS WARRANT. 
<br />3, TRENCHES SHALL BE BACKFILLED OR STEEL -PLATED DURING NON -WORK HOURS. STEEL PLATES SHALL HAVE AN ASPHALT RAMP ON ALL EDGES, SECURELY 
<br />SUPPORTED SO THEY WON'T ROCK AND A SIGN POSTED NEAR THE PLATES IDENTIFYING THE CONTRACTOR'S NAME AND 24 HOUR EMERGENCY TELEPHONE 
<br />NUMBER. ALL DIRT, DUST, AND DEBRIS SHALL BE REMOVED FROM THE STREET AT THE END OF EACH DAY AND AT THE END OF THE JOB. THE STREET SHALL BE 
<br />KEPT IN A DRIVABLE CONDITION AT ALL TIMES. 
<br />4. ANY WORK THAT CREATES AN UNDUE SAFETY RISK OR THAT CREATES SEVERE CONGESTION WILL BE SHUT DOWN BY THE AGENCY. 
<br />5, A COPY OF ALL TRAFFIC REQUIREMENTS AND TRAFFIC CONTROL PLANS ISSUED BY THE AGENCY MUST BE KEPT ON THE JOB SITE. 
<br />6, APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN OFFICIAL PERMIT, CONTACT THE AGENCY FOR INFORMATION ON OBTAINING A PERMIT, 
<br />7. ALL TRAVEL LANES WILL TYPICALLY BE A MINIMUM OF 12 FEET WIDE, 14 FEET IF ADJACENT TO BIKE LANES, UNLESS OTHERWISE SPECIFICALLY APPROVED BY 
<br />THE AGENCY, 
<br />H. FLASHING ARROW BOARDS AS REQUIRED BY THE AGENCY. 
<br />9. WARNING (W) SERIES SIGNS USED IN WORK ZONES SHALL BE BLACK ON AN ORANGE BACKGROUND, 
<br />10. CONES AND PYLONS SHALL HAVE YELLOW REFLECTORIZED SLEEVES WHEN PLACED ALONG THE CENTERLINE AND WHITE REFLECTORIZED SLEEVES ALONG 
<br />THE OUTSIDE SHOULDER. 
<br />11, IF PARKING IS ALLOWED IN THE ADVANCE WORKING AREA, ADVANCE WARNING SIGNS SHALL BE MOUNTED ON HIGH LEVEL DEVICES. 
<br />12, THE CONTRACTOR SHALL POST TOW-AWAY/NO PARKING SIGNS SEVENTY-TWO (72) HOURS IN ADVANCE, WITH DAY OF WEEK, DATE, AND WORK HOURS NOTED, 
<br />AND SHALL BAG PARKING METERS (WHERE APPLICABLE). 
<br />13, OPEN CUT WORK SHALL BE DONE IN , PHASES. 
<br />14, WORKERS SHALL WEAR HARD HATS AND ORANGE VESTS AT ALL TIMES. 
<br />15, COUNTY TRANSIT DISTRICT SHALL BE NOTIFIED (5) WORKING DAYS PRIOR TO ANY WORK THAT AFFECTS BUS STOPS, 
<br />16. CONSTRUCTION SIGNS SHALL NOT OBSTRUCT SIGHT VISIBILITY AT DRIVEWAYS. 
<br />17, CONTRACTOR SHALL NOTIFY ALL LOCAL BUSINESS OWNERS/OCCUPANTS 72 HOURS IN ADVANCE PRIOR TO ANY CONSTRUCTION ADJACENT TO BUSINESSES. 
<br />BORING & PL. SB 
<br />COUNTY OF: SAN JOAQUIN 
<br />EXISTING WORK ZONE DIRECTION OF EXISTING LANE WORK VEHICLE 
<br />DRIVEWAY (ACTIVITYAREA) TRAVEL FLOW STRIPING 
<br />START GATE: 
<br />CHANNELIZING 
<br />DEVICE/CONE 
<br />CHANNELIZING 
<br />DEVICE W/ SIGN 
<br />APPROACH 
<br />SPEED 
<br />TAPER 
<br />LENGTH 
<br />SIGNALIZED 
<br />INTERSECTION 
<br />-TABLE 6C-1 2014 CALIFORNIA MUTCD- 
<br />-RECOMMENDED ADVANCE WARNING SIGN SPACING- 
<br />-TABLE 6C-2 2014 CALIFORNIA MUTCD- 
<br />-51OPP111G SIGHT DISTAIICE AS A FUNCIIPII OF SPEED ON LEVEL RPADS� 
<br />(USED AS SUGGESTED LOOGEfUGHUL EPFFER SPACE LENGTH oR 
<br />LOCATION FOR FLAGGER STATSPN) 
<br />4/19/2020 
<br />5/19/2020 
<br />-TABLE 2cauFORNra MurCD- 
<br />TAPER LENGTH CR[TERW FOR 
<br />TEMPORARY TRAFFIC C011TROLZONE- 
<br />EXISTING SIGN 
<br />TYPE I BARRICADE 
<br />W1 SIGN 
<br />200 FT. 
<br />50 FT. 
<br />500 FT. 
<br />DURATION:3-DAYS 
<br />TRAFFIC CONTROL PLAN DISCLOSURE; 
<br />ROAD TYPE DISTANCE BETWEEN SIGNS** 
<br />CHC Consulting 
<br />PERMIT WORK EXTENSIONS MUST BE OBTAINED BY THE 
<br />NOTHING CONTAINED ON THIS DRAWING SHALL PREVENT LOCAL JURISDICTIONS FROM 
<br />END OF PERMIT DATE 
<br />MODIFYING, CHANGING, OR ADOPTING NEW SPECIFICATIONS DEEMED NECESSARY. 
<br />TYPE OF TAPER TAPER LENGTH (L}• 
<br />D 
<br />D 
<br />D 
<br />D 
<br />T.A. N.S.A.T. 
<br />D 
<br />THE PURPOSE OF GUIDANCE TO ASSIST IN THE SET UP OF THE TRAFFIC CONTROL PLANS. 
<br />NAME: JAI PRABHAT 
<br />SPEED' 
<br />DISTANCE 
<br />IAERGING TAPER AT .1 T1 
<br />A 6 C 
<br />(MPH) 
<br />(IT) 
<br />FgnG TAPER AT LEAST o II 
<br />TYPE III 
<br />BARRICADE 
<br />W/SIGN(5,H x 4'W) 
<br />TYPE If 
<br />BARRICADE 
<br />W/SIGN(3'H x 2'W) 
<br />HIGH LEVEL 
<br />WARNING DEVICE 
<br />FLASHING 
<br />ARROWBGARD 
<br />TOW AWAY NO 
<br />STOPPING 
<br />ANYTIME 
<br />URBAN - 25 MPH OR LESS" 100FEET 100 FEET 100 FEET 
<br />20 
<br />115 
<br />5 ULDER TAPER 
<br />os LAT. ., nvo--sysPHS TAr 4 soFT mu iu IPRFEHAsuwn 
<br />URBAN - MORE THAN 25 RSPH To 40 MPH••• 250 FEET 250 FEET 250 FEET 
<br />OOYIRSrAEAPI TAPER soFr uPimml, m6FnIARmun 
<br />T.A. N.S. 
<br />URBAN -RSORP THAN 40 MPH.•. 350 FEET 350 FEET 350 FEET 
<br />2 
<br />-TABLE 6C-4 2014 CALIFORNIA MUTCD- 
<br />RURAL 590 FEET 500 FEET 500 FEET 
<br />35 
<br />250 
<br />-FORMULAS FPR DETERMINING TAPER LENGTH. 
<br />TYPE II[ 
<br />BARRICADE 
<br />TYPF II 
<br />BARRICADE 
<br />CERTIFIED 
<br />FLAGGER 
<br />PORTABLE 
<br />FLASHING BEACON 
<br />TOW AWAY NO 
<br />STOPPING 
<br />EXPRESSWAY/FREEWAY 1,000 FEET 1,590 FEFT 2,640 FEET 
<br />40 
<br />305 
<br />6 
<br />SPL6a u•w [sl .. 
<br />L ren 
<br />SB 
<br />[� 
<br />CMJ 
<br />CHANGEABLE 
<br />MESSAGE SIGN 
<br />(CMS) 
<br />THE COLUMN HEADIHG A, B, AILD C ARE THE OrHEr1510f15 SHOWN III FIGURES 6H -L TIROUGM 6H-46. 
<br />THEA DIISTAN1EPnOII SS THED15TAfIE ERDI.IFH THIRD SIGN. OR -FIRST SRESTRI THE SG THE FIRST 
<br />SIG N.THE 9 PIHEIISIOII 15 THE DISTASICE 6ETWEEH TIE FIRST AND SECOND SIGNS. THE C DIIIEHSIDII 
<br />IS HE DISTANCE HE 'l EEN HE SECOND AIIb THIRD SIGN. (THE"FIRST SIGN- 15 THE SIGN IIIA 
<br />THREE -SIGN 59R ES THAT 15 CLOSEST TOTTC ZONE. THE "THIRP SIGH" Is THE SIGN THAT Is FLRTNEsT 
<br />Ur STREAII FROM THE TTc zarl F-) 
<br />POSTED SPEED LIMIT, OFF-PEAK RSTH-PFRCErTLILF SPEEO PRIOR To WORK STARTING, OR OTHER 
<br />ANTICIPATED OPERATING SPEED III MPH 
<br />I 
<br />50 
<br />55 
<br />60 
<br />JB 
<br />7 
<br />425 
<br />495 
<br />570 
<br />4 
<br />J30 
<br />82a 
<br />cf HEHOF,E55 L-T� 
<br />\'MERE: L=TAPER LENGTH Irl FIETERS (FEET) 
<br />4Y=5'lIOTH OF OFFSET 111 NEEEAS (FEET) 
<br />s= P05TEP SPEEO LIMIT, OR OFF-PEAK 
<br />SSFH-PERCEXILE SPEED PR[ORTO WORK 
<br />AERIAL CABLE 
<br />EXISTING 
<br />STRIPING 
<br />SPLICE BOX 
<br />EXISTING 
<br />STRIPING - 
<br />DOUBLE YELLOW 
<br />® 
<br />© 
<br />POSTED SPEED, OFF-PEAK &STH.PER[Er1TLF 6PEFP PRIOR TO 
<br />WORK STARING OR THE AIITICIPATEO OPERATING SPEED RI MPH 
<br />STARTIIIOA THE AIRICIPATEO OPERATING 
<br />I SPEED IIKI IfH {IAPH 
<br />TRENCHING 
<br />HAND HOLE 
<br />BORE PIT 
<br />POWER POLE 
<br />MANHOLE 
<br />BORING & PL. SB 
<br />COUNTY OF: SAN JOAQUIN 
<br />EXISTING WORK ZONE DIRECTION OF EXISTING LANE WORK VEHICLE 
<br />DRIVEWAY (ACTIVITYAREA) TRAVEL FLOW STRIPING 
<br />START GATE: 
<br />END DATE: 
<br />POSTED SPEED 
<br />LIMIT 
<br />APPROACH 
<br />SPEED 
<br />TAPER 
<br />LENGTH 
<br />CONE 
<br />SPACING 
<br />SIGN 
<br />SPACING 
<br />PLAN 
<br />4/19/2020 
<br />5/19/2020 
<br />TRAFFIC CONTROL 
<br />50 MPH 
<br />50 MPH 
<br />200 FT. 
<br />50 FT. 
<br />500 FT. 
<br />DURATION:3-DAYS 
<br />TRAFFIC CONTROL PLAN DISCLOSURE; 
<br />PLANS ACCEPTED BY: 
<br />CHC Consulting 
<br />PERMIT WORK EXTENSIONS MUST BE OBTAINED BY THE 
<br />NOTHING CONTAINED ON THIS DRAWING SHALL PREVENT LOCAL JURISDICTIONS FROM 
<br />END OF PERMIT DATE 
<br />MODIFYING, CHANGING, OR ADOPTING NEW SPECIFICATIONS DEEMED NECESSARY. 
<br />DATE 
<br />1845 W. Orangewood Ave., Suite 300, Orange, CA 92868 
<br />(949) 250-0004 / FAX (949) 250-0006 
<br />RCE 
<br />CRITERIA FOR POSITION, LOCATION, AND USE OF TRAFFIC CONTROL DEVICES IS SOLELY FOR 
<br />PLANS PREPARED BY; 
<br />THE PURPOSE OF GUIDANCE TO ASSIST IN THE SET UP OF THE TRAFFIC CONTROL PLANS. 
<br />NAME: JAI PRABHAT 
<br />APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN OFFICIAL PERMIT. CONTACT THE AGENCY 
<br />FOR INFORMATION ON OBTAINING A PERMIT. 
<br />EXP, 
<br />OB NUMBER A0IQPAT 
<br />SCALE: N/A 
<br />PAGE: COVER SHEET 
<br />`� at&t 
<br /> |