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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2019_PS-1901501 thru PS-1902000_ - PS-1901534
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2019_PS-1901501 thru PS-1902000_ - PS-1901534
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Last modified
6/19/2024 11:18:21 AM
Creation date
6/19/2024 11:17:31 AM
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Permits_Development
DocName
PS-1901534
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2019
Notes2
S/S W. Schulte Rd. 1,252' E/O Bud Lyons Wy.
Type - Permit Process
Bell Hole
Bore (up to 12 inch Dia)
Address
5555 E. Olive RM#300III, Fresno,CA 93727
Application
AT&T-Fresno
Supplemental fields
Cross Ref
PWP730079
Type (2)
Encroachment Permit (EP)
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SIGN LEGEND <br />ROAD ROAD CENTER ONE LANE BE <br />DETOUR RIGHT LAN LEFT LANE OUD <br />LANE BIKE <br />WORK CLOSED CLOSED CLOSED CLOSED CLOSED LANE ROAD PREPARED <br />AHEAD AHEAD AHEAD CLOSED A){EAp TO stop <br />AHEAD AHEAD AHEAD <br />W20-1 W20-3 W20-2 C20(CA)(R) C20(CA)(L) W9-3 C20(CA)(BIKE) W4 -2(R) C30 (CA) C30(BIKE) W20-4 W3-4 <br />W4 -2(L) <br /><§> <br />♦�� u®* 35 <br />W20-3 W3-5 C12(CA) W5-1 W12-1 W6-3 W1 -4(L) W4-1 W21 -1a C9A (CA) C27(CA) W11-1 <br />Wi —4(R) <br />RIGHT RIGHT YIELD • <br />SHOULDER SHOULDER SHOULDER SHOULDER <br />WORK CALHOESAD <br />R3-1 R3-2 R3-4 R3-18 R5-6 R9-3 <br />W21-5 W21-5bR W21 -5b C30A R1-1 R1-2 R5-1 SLOW PADDLE <br />RIGHT LANE <br />MUST <br />TURN RIGHT <br />TRAVEL LANES <br />LEFT LANE <br />MUST <br />TURN LEFT <br />14 FEET IF ADJACENT TO BIKE LANES, UNLESS OTHERWISE SPECIFICALLY APPROVED BY <br />ROAD <br />CLOSED <br />AGENCY. <br />RAMP <br />CLOSED <br />CONTAINED ON THIS DRAWING SHALL PREVENT LOCAL JURISDICTIONS FROM <br />ROAD CLOSED <br />TO <br />THRU TRAFFIC <br />PERMIT DATE <br />RicHBrEuelrl unE <br />YIELD TO BINES <br />STM E <br />ROAD <br />NAY USE <br />LL LAN <br />MODIFYING, CHANGING, OR ADOPTING NEW SPECIFICATIONS DEEMED NECESSARY. <br />R3 -7(R) H3—/(L) R11-2 R11-2 R11-4 <br />R9-9 R9 -11(L) R9-11a(L) R9-10 G20-2 <br />R9-11 R R9 -11a R <br />lz <br />NUMBER OF WORK DAYS -1 <br />R8-8 <br />FROM: <br />W SCHULTE RD. TO: <br />BEGIN CROSS STREET: END CROSS STREET: <br />HANSEN RD. S LAMMERS RD. <br />BORING <br />6/11/19 19/11/19 <br />R4-70 R4 -8a R3-6 L ( ) <br />C= )]R ENDS ©Ita <br />DETOUR DETOUR <br />DETOUR ON RED <br />W1 -6(R) W1-7 SC3 (CA) M4 -8a M4 -9(L)) M4-10 Q R13A R13B <br />W1 -6(L) M4 -9(R) M4-10�R) <br />M4 -9H <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 <br />TRAVEL LANES <br />WILL TYPICALLY BE A MINIMUM OF 12 FEET WIDE, <br />14 FEET IF ADJACENT TO BIKE LANES, UNLESS OTHERWISE SPECIFICALLY APPROVED BY <br />THE <br />AGENCY. <br />THEINOTHING <br />CONTAINED ON THIS DRAWING SHALL PREVENT LOCAL JURISDICTIONS FROM <br />8. 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 />SYMBOL LEGEND 17. CONTRACTOR SHALL NOTIFY ALL LOCAL BUSINESS OWNERS/OCCUPANTS 72 HOURS IN ADVANCE PRIOR TO ANY CONSTRUCTION ADJACENT TO BUSINESSES. <br />® O -TABLE 6C-1 2014 CALIFORNIA MUTCD- -TABLE 6C-2 2014 CALIFORNIA MUTCD- -TABLE 6C-3 2014 CALIFORNIA MUTCD- <br />CHANNELIZING CHANNELIZING TYPE BARRICADE EXISTING SIGN SIGNALIZED -STOPPING SIGHT DISTANCE AS A FUNCTION OF SPEED ON LEVEL ROADS- -TAPER LENGTH CRITERIA FOR <br />DEVICE/CONE DEVICE W/ SIGN W/ SIGN INTERSECTION -RECOMMENDED ADVANCE WARNING SIGN SPACING- (USED AS SUGGESTED LONGITUDINAL BUFF ER SPACE LENGTH OR TEMPORERLENGTHCCONTROL ZONE. <br />LOCATION FOR FLAGGER STATION) <br />ROAD TYPE DISTANCE BETWEEN SIGNS** TYPE OF TAPER TAPER LENGTH (L)* <br />T.A.N. S.A.T. SPEED* DISTANCE MERGING TAPER L <br />A B C (MPH) (FT) SHIFTING TAPER LEASTN.5L <br />TYPE III TYPE 11 HIGH LEVEL FLASHING TOW AWAY NO URBAN - 25 MPH OR LESS*** 100 FEET 100 FEET 100 FEET SHOULDER TAPER AT <br />BARRICADE BARRICADE WARNING DEVICE ARROWBOARD STOPPING ONE UNE, WPO -WAY TRAFTIC TAPER 50MINIMUM, morn MAXIMUM <br />W/SIGN(TH x 4'W) W/SIGN(3'H x 2'W) ANYTIME URBAN- MORE THAN 25 MPH TO 40 MPH`** 250 FEET 250 FEET 250 FEET 20 115 DOWNSTREAMTAPER FT MINIMUM, IOOFTMAXIMUM <br />■ ® URBAN -MORE THAN 40 MPH..r 350 FEET 350 FEET 350 FEET 25 155 so <br />T.A.N.S. 30 200 -TABLE 6C-4 2014 CALIFORNIA MUTCD- <br />RURAL 500 FEET 500 FEET 500 FEET 35 250 -FORMULAS FOR DETERMINING TAPER LENGTH - <br />TYPE III TYPE II CERTIFIED PORTABLE TOW AWAY NO 40 305 <br />FLAGGER FLASHING BEACON ExPRE55WAV/FREEWAY 1,000 FEET 1,500 FEET 2,640 FEET <br />BARRICADE BARRICADE STOPPING 45 360 EEu un'noRse '"°"�' <br />THE COLUMN HEADING A, Or AND C ARE THE DIMENSIONS SHOWN IN FIGURES 6H-1 THROUGH 6H-46. W4 <br />THE A DIMENSION IS THE DISTANCE <br />THE SEC FROM THE TRANSITION OR POINT OF RESTRICTION G THE FIRST SS 475 L= <br />SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRETAND SECOND SIGNS. THE C DIMENSION as nvnoR <br />IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGN. (THE -FIRST SIGN' IS THE SIGN INA 60 SJO 45 nvn oR s <br />THREE -SIGN SERIES THAT 15 CLOSESTTO TTC ZONE. THE "THIRD SIGN' 15 THE SIGN THAT IS FURTHEST <br />AERIAL CABLE SPLICE BOX EXISTING EXISTING CHANGEABLE UPSTREAM FROM THE TTC ZONE.) 645 WHERE: L= TAPER LENGTH IN METERS (FEET) <br />STRIPING - MESSAGE SIGN ` POSTED SPEED LIMIT, OFF-PEAK BSTH-PERCENTILE SPEED PRIOR TO WORK STARTING, OR OTHER 70 73O W= WIDTH OF OFFSET IN METERS (FEET) <br />DOUBLE YELLOW STRIPING CMS ANTICIPATED OPERATING SPEED IN MPH 75 820 S= POSTED SPEED LIMIT, OR OFF-PEAK <br />(CMS) 85TH -PERCENTILE SPEED PRIOR TO WORK <br />❑ ® ' POSTED SPEED. OFF-PEAK <br />ANTICIPATED CENTILE OPERATING EED SPEED IOM TO SPEED IN KM/H (M ANTICIPATED OPERATING <br />HH MH WORK STARING , THE ANTICIPATED OPERATING SPEED IN MPH SPEED IN KM/H (MPH <br />TRENCHING HAND HOLE BORE PIT POWER POLE MANHOLE <br />EXISTING WORK ZONE DIRECTION OF EXISTING LANE WORK VEHICLE <br />DRIVEWAY (ACTIVITY AREA) TRAVEL FLOW STRIPING <br />POSTED SPEED APPROACH TAPER CONE SIGN <br />LIMIT SPEED LENGTH SPACING SPACING <br />55 MPH I 55 MPH <br />I 220 FT I 50 FT I 500 FT <br />TRAFFIC CONTROL PLAN DISCLOSURE: <br />(PERMIT <br />CRITERIA FOR POSITION, LOCATION, AND USE OF TRAFFIC CONTROL DEVICES IS SOLELY FOR <br />THE PURPOSE OF GUIDANCE TO ASSIST IN THE SET UP OF THE TRAFFIC CONTROL PLANS. <br />WORK EXTENSIONS <br />MUST <br />BE <br />OBTAINED <br />BY <br />THEINOTHING <br />CONTAINED ON THIS DRAWING SHALL PREVENT LOCAL JURISDICTIONS FROM <br />END OF <br />PERMIT DATE <br />MODIFYING, CHANGING, OR ADOPTING NEW SPECIFICATIONS DEEMED NECESSARY. <br />INFORMATION ON OBTAINING A PERMIT. <br />APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN OFFICIAL PERMIT. CONTACT THE AGENCY <br />FOR <br />COUNTY OF: SAN JOAQUIN <br />PLANS ACCEPTED BY: CHC COI1SUItl11g <br />1645 W. Orangewood Ave., Suite 300, Orange, CA 92868 <br />DATE (949) 250-0004 /FAX (949) 250-0006 <br />R.C.E. PLANS PREPARED BY: <br />NAME: KANWALPREET SINGH <br />EXP. DATE PHONE: (949) 250-0004 <br />DATE:— 04-25A9 REVIS_I.ON DATE: 04-30-19 <br />OB NUMBER A0IKQHH <br />SCALE: N/A <br />PAGE: COVER SHEET <br />�=� C�liforni� <br />APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN OFFICIAL PERMIT. CONTACT THE AGENCY <br />FOR <br />COUNTY OF: SAN JOAQUIN <br />PLANS ACCEPTED BY: CHC COI1SUItl11g <br />1645 W. Orangewood Ave., Suite 300, Orange, CA 92868 <br />DATE (949) 250-0004 /FAX (949) 250-0006 <br />R.C.E. PLANS PREPARED BY: <br />NAME: KANWALPREET SINGH <br />EXP. DATE PHONE: (949) 250-0004 <br />DATE:— 04-25A9 REVIS_I.ON DATE: 04-30-19 <br />OB NUMBER A0IKQHH <br />SCALE: N/A <br />PAGE: COVER SHEET <br />�=� C�liforni� <br />
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