Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2020_PS-2000001 thru PS-2000500_ - PS-2000229

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s WORK LOCATION, ( 4250 E ST❑CKT❑N, CA 95215 PoP,7gOU:; , io C Ice oilp Knnke•n Tnlcking Q Huh Group O DRYCO Construction, Inr. 1',.d n,.tAM Nd MARIP❑SA Brown Strauss Steel Q 4!50 Construction Enterprises 4 LEGEND: H TYPE III BARRICADE W/SIGN (5'H x 4'W) )--C TYPE II BARRICADE W/O SIGN (3'H x 2'W) 28"(11cm)TRAFFIC CONES W/13"(5cm) REFLECTIVE SLEEVE TANS FOR DAY/NIGHT USE OR DELINEATORS IF DAY USE ONLY TRAFFIC CONE WITH CLIP ON SIGN TAN SAT Envfroplex v R3) Yosemite Meat & Oeil HIGH LEVEL WARNING DEVICE WITH SIGN (FLAGTREE) FLAGGER TOW AWAY NO STOPPING _ TO _ (SHOW HOURS) TOW AWAY NO STOPPING ANY TIME � PROPOSED SIGN AND POST Cl1L.l1� WORK ZONE LIMITS OSIGNALIZED INTERSECTION � DIRECTION OF TRAFFIC FOC FACE OF CURB FLASHING ARROWBOARD EOP EDGE OF PAVEMENT IntNlstata on coi oelta charter eus Q -TABLE 6C-2 2019 CALIFORNIA MUTCD- -STOPPING SIGHT DISTANCE AS A FUNCTION OF SPEED - SPEED* DISTANCE (MPH) (FT) 20 115 25 155 30 200 35 250 40 305 45 360 50 425 55 495 60 570 65 645 70 730 75 820 * POSTED SPEED, OFF-PEAK 85TH-PERCENTILEC DEED PRIOR TO WORK STARING OR THE ANTICIPATED OPERATING SPEED -TABLE 6C-3 2019 CALIFORNIA MUTCD- -TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONE- TYPE OF TAPER TAPER LENGTH (L)* MERGING TAPER AT LEAST L SHIFTING TAPER AT LEAST 0.5 L SHOULDER TAPER AT LEAST 0.33 L ONE LANE, TWO-WAY TRAFFIC TAPER 30 M (100FF) MAXIMUM DOWNSTREAM TAPER 30 M (100FF) PER LANE -TABLE 6C-4 2019 CALIFORNIA MUTCD- -FORMULAS FOR DETERMINING TAPER LENGTH - SPEED LIMIT (S) TAPER LENGTH (L) FEET 40 MPH OR LESS 2 L 60 40 MPH OR MORE L=WS WHERE: L= TAPER LENGTH IN METERS (FEET) W= WIDTH OF OFFSET IN METERS (FEET) S= POSTED SPEED LIMIT, OR OFF-PEAK 85TH -PERCENTILE SPEED PRIOR TO WORK STARTING, OR THE ANTICIPATED OPERATING SPEED IN KM/H (MPH -TABLE 6C-1 2019 CALIFORNIA MUTCD- -SUGGESTED MINIMUM ADVANCE WARNING SIGN SPACING - ROAD TYPE DISTANCE BETWEEN SIGNS** A B C URBAN (LOW SPEED)*25 MPH OR LESS 100 FEET 100 FEET 100 FEET URBAN (HIGH SPEED)*MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET URBAN (HIGH SPEED)*MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET RURAL 500 FEET 500 FEET 500 FEET EXPRESSWAY/FREEWAY 1000 FEET 1000 FEET 1000 FEET ** THE COLUMN HEADING A, B, AND C ARE THE DIMENSIONS SHOWN IN FIGURES 6H-1 THROUGH 6H-46, THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OFR[CTION TO FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGN. (THE THIRD SIGN IS THE FIRST ONE IN THE THREE -SIGN SERIES ENCOUNTERED BR A DRIVER APPROACHING A TTC ZONE.) p ISSUE DATE at&t 1 12/2019 SC❑PE ❑F W❑RKI THIS TRAFFIC C❑NTR❑L PLAN IS F❑R THE F❑LL❑WING R❑AD ENCROACHMENT IN SAN JOAQUIN COUNTY RIGHT OF WAYi FLAGGING ❑PERATI❑N ❑N MARIPOSA RD BETWEEN CARPENTER RD AND E MUNE❑RD AVE, REQUIRED FOR THE PLACEMENT OF 875' OF NEW AERIAL CABLE AL❑NG THE SOUTH SIDE OF THE ROADWAY FROM POLE PA TO P,5, GENERAL REQUIREMENTSI 1, ALL TRAFFIC C❑NTR❑L ELEMENTS SHALL COMPLY WITH THE 2019 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CCA—MUTCD), LATEST EDITION, 2, TRAFFIC CONTROL ELEMENTS SHOWN ON THE PLAN ARE SCHEMATIC; TRAFFIC CONTROL ELEMENTS SHALL BE PLACED IN VISIBLE L❑CATI❑NS WITH SPACING NO LESS THE DIMENSI❑NS SHOWN ON THE PLAN, 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND DOCUMENTING THE INSTALLATI❑N OF TRAFFIC CONTROL ELEMENTS AT ALL TIMES, TRAFFIC CONTROL TO REMAIN IN PLACE OVERNIGHT SHALL BE LIGHTED OR REFLECTIVE AS REQUIRED BY THE CA—MUTCD, 4, DEVIATIONS FROM THE PLAN SHALL BE DOCUMENTED BY THE CONTRACTOR AND SUBMITTED TO THE RESIDENT ENGINEER OR ENGINEER OF RECORD, 5, TRAFFIC CONTROL IS DESIGNED FOR A POSTED SPEED OF 50 AND 30 M,P,H„ CONE SPACING SHALL BE NO MORE THAN 25 FEET ON TAPERS AND 50 FEET ON TANGENTS, 6, CONTRACTOR SHALL NOTIFY ALL EMERGENCY RESPONDERS PUBLIC TRANSPORTATION PROVIDERS, AND THE CITY REPRESENTATIVES NO LESS THAN 48 HOURS PRIOR TO INSTALLATION OF TRAFFIC CONTR❑L, 7, CONES SHALL BE NO LESS THAN 280 TALL, AFL Network Services CONST ARC COMP A Fujikura Business THIS JOB WAS ENGINEERED AND DRAWN BY AFL NETWORK SERVICES UNDER CONTRACT TO AT&T. FOR QUESTIONS AND ASSISTANCE ON THIS JOB PLEASE CALL ENGINEER AS NOTED IN TITLE BOX. GE❑/C❑ UE73 EXCH SKTNCA01 ENGRMcD❑WELLTEL (209)578-7155 ENGR ARC VOKDEEG00 TYPE ❑F CONST TRAFFIC CONTROL PLAN R❑/EST N❑ AOIQPAT DWG 1 ❑F 0 P504 PRIOR TO WORK STARING OR THE ANTICIPATED OPERATING SPEED -TABLE 6C-3 2019 CALIFORNIA MUTCD- -TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONE- TYPE OF TAPER TAPER LENGTH (L)* MERGING TAPER AT LEAST L SHIFTING TAPER AT LEAST 0.5 L SHOULDER TAPER AT LEAST 0.33 L ONE LANE, TWO-WAY TRAFFIC TAPER 30 M (100FF) MAXIMUM DOWNSTREAM TAPER 30 M (100FF) PER LANE -TABLE 6C-4 2019 CALIFORNIA MUTCD- -FORMULAS FOR DETERMINING TAPER LENGTH - SPEED LIMIT (S) TAPER LENGTH (L) FEET 40 MPH OR LESS 2 L 60 40 MPH OR MORE L=WS WHERE: L= TAPER LENGTH IN METERS (FEET) W= WIDTH OF OFFSET IN METERS (FEET) S= POSTED SPEED LIMIT, OR OFF-PEAK 85TH -PERCENTILE SPEED PRIOR TO WORK STARTING, OR THE ANTICIPATED OPERATING SPEED IN KM/H (MPH -TABLE 6C-1 2019 CALIFORNIA MUTCD- -SUGGESTED MINIMUM ADVANCE WARNING SIGN SPACING - ROAD TYPE DISTANCE BETWEEN SIGNS** A B C URBAN (LOW SPEED)*25 MPH OR LESS 100 FEET 100 FEET 100 FEET URBAN (HIGH SPEED)*MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET URBAN (HIGH SPEED)*MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET RURAL 500 FEET 500 FEET 500 FEET EXPRESSWAY/FREEWAY 1000 FEET 1000 FEET 1000 FEET ** THE COLUMN HEADING A, B, AND C ARE THE DIMENSIONS SHOWN IN FIGURES 6H-1 THROUGH 6H-46, THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OFR[CTION TO FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGN. (THE THIRD SIGN IS THE FIRST ONE IN THE THREE -SIGN SERIES ENCOUNTERED BR A DRIVER APPROACHING A TTC ZONE.) p ISSUE DATE at&t 1 12/2019 SC❑PE ❑F W❑RKI THIS TRAFFIC C❑NTR❑L PLAN IS F❑R THE F❑LL❑WING R❑AD ENCROACHMENT IN SAN JOAQUIN COUNTY RIGHT OF WAYi FLAGGING ❑PERATI❑N ❑N MARIPOSA RD BETWEEN CARPENTER RD AND E MUNE❑RD AVE, REQUIRED FOR THE PLACEMENT OF 875' OF NEW AERIAL CABLE AL❑NG THE SOUTH SIDE OF THE ROADWAY FROM POLE PA TO P,5, GENERAL REQUIREMENTSI 1, ALL TRAFFIC C❑NTR❑L ELEMENTS SHALL COMPLY WITH THE 2019 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CCA—MUTCD), LATEST EDITION, 2, TRAFFIC CONTROL ELEMENTS SHOWN ON THE PLAN ARE SCHEMATIC; TRAFFIC CONTROL ELEMENTS SHALL BE PLACED IN VISIBLE L❑CATI❑NS WITH SPACING NO LESS THE DIMENSI❑NS SHOWN ON THE PLAN, 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND DOCUMENTING THE INSTALLATI❑N OF TRAFFIC CONTROL ELEMENTS AT ALL TIMES, TRAFFIC CONTROL TO REMAIN IN PLACE OVERNIGHT SHALL BE LIGHTED OR REFLECTIVE AS REQUIRED BY THE CA—MUTCD, 4, DEVIATIONS FROM THE PLAN SHALL BE DOCUMENTED BY THE CONTRACTOR AND SUBMITTED TO THE RESIDENT ENGINEER OR ENGINEER OF RECORD, 5, TRAFFIC CONTROL IS DESIGNED FOR A POSTED SPEED OF 50 AND 30 M,P,H„ CONE SPACING SHALL BE NO MORE THAN 25 FEET ON TAPERS AND 50 FEET ON TANGENTS, 6, CONTRACTOR SHALL NOTIFY ALL EMERGENCY RESPONDERS PUBLIC TRANSPORTATION PROVIDERS, AND THE CITY REPRESENTATIVES NO LESS THAN 48 HOURS PRIOR TO INSTALLATION OF TRAFFIC CONTR❑L, 7, CONES SHALL BE NO LESS THAN 280 TALL, AFL Network Services CONST ARC COMP A Fujikura Business THIS JOB WAS ENGINEERED AND DRAWN BY AFL NETWORK SERVICES UNDER CONTRACT TO AT&T. FOR QUESTIONS AND ASSISTANCE ON THIS JOB PLEASE CALL ENGINEER AS NOTED IN TITLE BOX. GE❑/C❑ UE73 EXCH SKTNCA01 ENGRMcD❑WELLTEL (209)578-7155 ENGR ARC VOKDEEG00 TYPE ❑F CONST TRAFFIC CONTROL PLAN R❑/EST N❑ AOIQPAT DWG 1 ❑F 0 P504 -TABLE 6C-4 2019 CALIFORNIA MUTCD- -FORMULAS FOR DETERMINING TAPER LENGTH - SPEED LIMIT (S) TAPER LENGTH (L) FEET 40 MPH OR LESS 2 L 60 40 MPH OR MORE L=WS WHERE: L= TAPER LENGTH IN METERS (FEET) W= WIDTH OF OFFSET IN METERS (FEET) S= POSTED SPEED LIMIT, OR OFF-PEAK 85TH -PERCENTILE SPEED PRIOR TO WORK STARTING, OR THE ANTICIPATED OPERATING SPEED IN KM/H (MPH -TABLE 6C-1 2019 CALIFORNIA MUTCD- -SUGGESTED MINIMUM ADVANCE WARNING SIGN SPACING - ROAD TYPE DISTANCE BETWEEN SIGNS** A B C URBAN (LOW SPEED)*25 MPH OR LESS 100 FEET 100 FEET 100 FEET URBAN (HIGH SPEED)*MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET URBAN (HIGH SPEED)*MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET RURAL 500 FEET 500 FEET 500 FEET EXPRESSWAY/FREEWAY 1000 FEET 1000 FEET 1000 FEET ** THE COLUMN HEADING A, B, AND C ARE THE DIMENSIONS SHOWN IN FIGURES 6H-1 THROUGH 6H-46, THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OFR[CTION TO FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGN. (THE THIRD SIGN IS THE FIRST ONE IN THE THREE -SIGN SERIES ENCOUNTERED BR A DRIVER APPROACHING A TTC ZONE.) p ISSUE DATE at&t 1 12/2019 SC❑PE ❑F W❑RKI THIS TRAFFIC C❑NTR❑L PLAN IS F❑R THE F❑LL❑WING R❑AD ENCROACHMENT IN SAN JOAQUIN COUNTY RIGHT OF WAYi FLAGGING ❑PERATI❑N ❑N MARIPOSA RD BETWEEN CARPENTER RD AND E MUNE❑RD AVE, REQUIRED FOR THE PLACEMENT OF 875' OF NEW AERIAL CABLE AL❑NG THE SOUTH SIDE OF THE ROADWAY FROM POLE PA TO P,5, GENERAL REQUIREMENTSI 1, ALL TRAFFIC C❑NTR❑L ELEMENTS SHALL COMPLY WITH THE 2019 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CCA—MUTCD), LATEST EDITION, 2, TRAFFIC CONTROL ELEMENTS SHOWN ON THE PLAN ARE SCHEMATIC; TRAFFIC CONTROL ELEMENTS SHALL BE PLACED IN VISIBLE L❑CATI❑NS WITH SPACING NO LESS THE DIMENSI❑NS SHOWN ON THE PLAN, 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND DOCUMENTING THE INSTALLATI❑N OF TRAFFIC CONTROL ELEMENTS AT ALL TIMES, TRAFFIC CONTROL TO REMAIN IN PLACE OVERNIGHT SHALL BE LIGHTED OR REFLECTIVE AS REQUIRED BY THE CA—MUTCD, 4, DEVIATIONS FROM THE PLAN SHALL BE DOCUMENTED BY THE CONTRACTOR AND SUBMITTED TO THE RESIDENT ENGINEER OR ENGINEER OF RECORD, 5, TRAFFIC CONTROL IS DESIGNED FOR A POSTED SPEED OF 50 AND 30 M,P,H„ CONE SPACING SHALL BE NO MORE THAN 25 FEET ON TAPERS AND 50 FEET ON TANGENTS, 6, CONTRACTOR SHALL NOTIFY ALL EMERGENCY RESPONDERS PUBLIC TRANSPORTATION PROVIDERS, AND THE CITY REPRESENTATIVES NO LESS THAN 48 HOURS PRIOR TO INSTALLATION OF TRAFFIC CONTR❑L, 7, CONES SHALL BE NO LESS THAN 280 TALL, AFL Network Services CONST ARC COMP A Fujikura Business THIS JOB WAS ENGINEERED AND DRAWN BY AFL NETWORK SERVICES UNDER CONTRACT TO AT&T. FOR QUESTIONS AND ASSISTANCE ON THIS JOB PLEASE CALL ENGINEER AS NOTED IN TITLE BOX. GE❑/C❑ UE73 EXCH SKTNCA01 ENGRMcD❑WELLTEL (209)578-7155 ENGR ARC VOKDEEG00 TYPE ❑F CONST TRAFFIC CONTROL PLAN R❑/EST N❑ AOIQPAT DWG 1 ❑F 0 P504 WHERE: L= TAPER LENGTH IN METERS (FEET) W= WIDTH OF OFFSET IN METERS (FEET) S= POSTED SPEED LIMIT, OR OFF-PEAK 85TH -PERCENTILE SPEED PRIOR TO WORK STARTING, OR THE ANTICIPATED OPERATING SPEED IN KM/H (MPH -TABLE 6C-1 2019 CALIFORNIA MUTCD- -SUGGESTED MINIMUM ADVANCE WARNING SIGN SPACING - ROAD TYPE DISTANCE BETWEEN SIGNS** A B C URBAN (LOW SPEED)*25 MPH OR LESS 100 FEET 100 FEET 100 FEET URBAN (HIGH SPEED)*MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET URBAN (HIGH SPEED)*MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET RURAL 500 FEET 500 FEET 500 FEET EXPRESSWAY/FREEWAY 1000 FEET 1000 FEET 1000 FEET ** THE COLUMN HEADING A, B, AND C ARE THE DIMENSIONS SHOWN IN FIGURES 6H-1 THROUGH 6H-46, THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OFR[CTION TO FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGN. (THE THIRD SIGN IS THE FIRST ONE IN THE THREE -SIGN SERIES ENCOUNTERED BR A DRIVER APPROACHING A TTC ZONE.) p ISSUE DATE at&t 1 12/2019 SC❑PE ❑F W❑RKI THIS TRAFFIC C❑NTR❑L PLAN IS F❑R THE F❑LL❑WING R❑AD ENCROACHMENT IN SAN JOAQUIN COUNTY RIGHT OF WAYi FLAGGING ❑PERATI❑N ❑N MARIPOSA RD BETWEEN CARPENTER RD AND E MUNE❑RD AVE, REQUIRED FOR THE PLACEMENT OF 875' OF NEW AERIAL CABLE AL❑NG THE SOUTH SIDE OF THE ROADWAY FROM POLE PA TO P,5, GENERAL REQUIREMENTSI 1, ALL TRAFFIC C❑NTR❑L ELEMENTS SHALL COMPLY WITH THE 2019 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CCA—MUTCD), LATEST EDITION, 2, TRAFFIC CONTROL ELEMENTS SHOWN ON THE PLAN ARE SCHEMATIC; TRAFFIC CONTROL ELEMENTS SHALL BE PLACED IN VISIBLE L❑CATI❑NS WITH SPACING NO LESS THE DIMENSI❑NS SHOWN ON THE PLAN, 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND DOCUMENTING THE INSTALLATI❑N OF TRAFFIC CONTROL ELEMENTS AT ALL TIMES, TRAFFIC CONTROL TO REMAIN IN PLACE OVERNIGHT SHALL BE LIGHTED OR REFLECTIVE AS REQUIRED BY THE CA—MUTCD, 4, DEVIATIONS FROM THE PLAN SHALL BE DOCUMENTED BY THE CONTRACTOR AND SUBMITTED TO THE RESIDENT ENGINEER OR ENGINEER OF RECORD, 5, TRAFFIC CONTROL IS DESIGNED FOR A POSTED SPEED OF 50 AND 30 M,P,H„ CONE SPACING SHALL BE NO MORE THAN 25 FEET ON TAPERS AND 50 FEET ON TANGENTS, 6, CONTRACTOR SHALL NOTIFY ALL EMERGENCY RESPONDERS PUBLIC TRANSPORTATION PROVIDERS, AND THE CITY REPRESENTATIVES NO LESS THAN 48 HOURS PRIOR TO INSTALLATION OF TRAFFIC CONTR❑L, 7, CONES SHALL BE NO LESS THAN 280 TALL, AFL Network Services CONST ARC COMP A Fujikura Business THIS JOB WAS ENGINEERED AND DRAWN BY AFL NETWORK SERVICES UNDER CONTRACT TO AT&T. FOR QUESTIONS AND ASSISTANCE ON THIS JOB PLEASE CALL ENGINEER AS NOTED IN TITLE BOX. GE❑/C❑ UE73 EXCH SKTNCA01 ENGRMcD❑WELLTEL (209)578-7155 ENGR ARC VOKDEEG00 TYPE ❑F CONST TRAFFIC CONTROL PLAN R❑/EST N❑ AOIQPAT DWG 1 ❑F 0 P504 THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OFR[CTION TO FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGN. (THE THIRD SIGN IS THE FIRST ONE IN THE THREE -SIGN SERIES ENCOUNTERED BR A DRIVER APPROACHING A TTC ZONE.) p ISSUE DATE at&t 1 12/2019 SC❑PE ❑F W❑RKI THIS TRAFFIC C❑NTR❑L PLAN IS F❑R THE F❑LL❑WING R❑AD ENCROACHMENT IN SAN JOAQUIN COUNTY RIGHT OF WAYi FLAGGING ❑PERATI❑N ❑N MARIPOSA RD BETWEEN CARPENTER RD AND E MUNE❑RD AVE, REQUIRED FOR THE PLACEMENT OF 875' OF NEW AERIAL CABLE AL❑NG THE SOUTH SIDE OF THE ROADWAY FROM POLE PA TO P,5, GENERAL REQUIREMENTSI 1, ALL TRAFFIC C❑NTR❑L ELEMENTS SHALL COMPLY WITH THE 2019 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CCA—MUTCD), LATEST EDITION, 2, TRAFFIC CONTROL ELEMENTS SHOWN ON THE PLAN ARE SCHEMATIC; TRAFFIC CONTROL ELEMENTS SHALL BE PLACED IN VISIBLE L❑CATI❑NS WITH SPACING NO LESS THE DIMENSI❑NS SHOWN ON THE PLAN, 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND DOCUMENTING THE INSTALLATI❑N OF TRAFFIC CONTROL ELEMENTS AT ALL TIMES, TRAFFIC CONTROL TO REMAIN IN PLACE OVERNIGHT SHALL BE LIGHTED OR REFLECTIVE AS REQUIRED BY THE CA—MUTCD, 4, DEVIATIONS FROM THE PLAN SHALL BE DOCUMENTED BY THE CONTRACTOR AND SUBMITTED TO THE RESIDENT ENGINEER OR ENGINEER OF RECORD, 5, TRAFFIC CONTROL IS DESIGNED FOR A POSTED SPEED OF 50 AND 30 M,P,H„ CONE SPACING SHALL BE NO MORE THAN 25 FEET ON TAPERS AND 50 FEET ON TANGENTS, 6, CONTRACTOR SHALL NOTIFY ALL EMERGENCY RESPONDERS PUBLIC TRANSPORTATION PROVIDERS, AND THE CITY REPRESENTATIVES NO LESS THAN 48 HOURS PRIOR TO INSTALLATION OF TRAFFIC CONTR❑L, 7, CONES SHALL BE NO LESS THAN 280 TALL, AFL Network Services CONST ARC COMP A Fujikura Business THIS JOB WAS ENGINEERED AND DRAWN BY AFL NETWORK SERVICES UNDER CONTRACT TO AT&T. FOR QUESTIONS AND ASSISTANCE ON THIS JOB PLEASE CALL ENGINEER AS NOTED IN TITLE BOX. GE❑/C❑ UE73 EXCH SKTNCA01 ENGRMcD❑WELLTEL (209)578-7155 ENGR ARC VOKDEEG00 TYPE ❑F CONST TRAFFIC CONTROL PLAN R❑/EST N❑ AOIQPAT DWG 1 ❑F 0 P504 FLAGGING ❑PERATI❑N ❑N MARIPOSA RD BETWEEN CARPENTER RD AND E MUNE❑RD AVE, REQUIRED FOR THE PLACEMENT OF 875' OF NEW AERIAL CABLE AL❑NG THE SOUTH SIDE OF THE ROADWAY FROM POLE PA TO P,5, GENERAL REQUIREMENTSI 1, ALL TRAFFIC C❑NTR❑L ELEMENTS SHALL COMPLY WITH THE 2019 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CCA—MUTCD), LATEST EDITION, 2, TRAFFIC CONTROL ELEMENTS SHOWN ON THE PLAN ARE SCHEMATIC; TRAFFIC CONTROL ELEMENTS SHALL BE PLACED IN VISIBLE L❑CATI❑NS WITH SPACING NO LESS THE DIMENSI❑NS SHOWN ON THE PLAN, 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND DOCUMENTING THE INSTALLATI❑N OF TRAFFIC CONTROL ELEMENTS AT ALL TIMES, TRAFFIC CONTROL TO REMAIN IN PLACE OVERNIGHT SHALL BE LIGHTED OR REFLECTIVE AS REQUIRED BY THE CA—MUTCD, 4, DEVIATIONS FROM THE PLAN SHALL BE DOCUMENTED BY THE CONTRACTOR AND SUBMITTED TO THE RESIDENT ENGINEER OR ENGINEER OF RECORD, 5, TRAFFIC CONTROL IS DESIGNED FOR A POSTED SPEED OF 50 AND 30 M,P,H„ CONE SPACING SHALL BE NO MORE THAN 25 FEET ON TAPERS AND 50 FEET ON TANGENTS, 6, CONTRACTOR SHALL NOTIFY ALL EMERGENCY RESPONDERS PUBLIC TRANSPORTATION PROVIDERS, AND THE CITY REPRESENTATIVES NO LESS THAN 48 HOURS PRIOR TO INSTALLATION OF TRAFFIC CONTR❑L, 7, CONES SHALL BE NO LESS THAN 280 TALL, AFL Network Services CONST ARC COMP A Fujikura Business THIS JOB WAS ENGINEERED AND DRAWN BY AFL NETWORK SERVICES UNDER CONTRACT TO AT&T. FOR QUESTIONS AND ASSISTANCE ON THIS JOB PLEASE CALL ENGINEER AS NOTED IN TITLE BOX. GE❑/C❑ UE73 EXCH SKTNCA01 ENGRMcD❑WELLTEL (209)578-7155 ENGR ARC VOKDEEG00 TYPE ❑F CONST TRAFFIC CONTROL PLAN R❑/EST N❑ AOIQPAT DWG 1 ❑F 0 P504 GE❑/C❑ UE73 EXCH SKTNCA01 ENGRMcD❑WELLTEL (209)578-7155 ENGR ARC VOKDEEG00 TYPE ❑F CONST TRAFFIC CONTROL PLAN R❑/EST N❑ AOIQPAT DWG 1 ❑F 0 P504