Exhibit H: Typical Traffic Control Plans. North Metro Natural Gas Pipeline Project Routing Study

Transcription

1 Exhibit H: Typical Traffic Control Plans North Metro Natural Gas Pipeline Project Routing Study

2 North Metro Natural Gas Pipeline Project Routing Study This page intentionally left blank.

3 Contractor: CAMPOS EPC LLC. MHT # 1 Method of Handling Traffic: ON TWO LANE BASED ON A ZONE: TAPER: 50 DEVICE SPACING: 20 BUFFER: END TAPER: 50 DEVICE SPACING: 20 TRANSITION AREA: SIGN SPACING PER MUTCD FIGURE 6H-3 DISTANCES BETWEEN SIGNS TYPE URBAN (35 MPH AND LESS) URBAN (40 MPH AND GREATER) RURAL EXPRESSWAY / FREEWAY A B C 100' 100' 100' 350' 350' 350' 500' 500' 500' 1000' 1500' 2640' ZONE NO PARKING NO PARKING SIGNS WILL BE USED WHEN NEEDED. 1. CONTRACTOR WILL NEED ON TWO LANE DURING ING HOURS ONLY. 2. FLAGGERS WILL STOP TRAFFIC FOR ZONE. 3. CONTRACTOR WILL IN HALF OF THE WAY AT A TIME. 4. AT NIGHT, HAZARDS WILL BE MARKED AND DELINEATED WITH DRUMS AND FLASHING LIGHTS. 5. REFER TO MUTCD 2009 EDITION FIGURE 6H-10 FOR A TYPICAL APPLICATION. VARIOUS FLAGGER SYMBOL CONES DRUMS / LIGHTS CEPC

4 Contractor: CAMPOS EPC LLC. MHT # 2 Method of Handling Traffic: ON TWO LANE AT AN INTERSECTION BASED ON A ZONE: TAPER: 50 DEVICE SPACING: 20 BUFFER: END TAPER: 50 DEVICE SPACING: 20 TRANSITION AREA: VARIOUS ZONE VARIOUS 1. CONTRACTOR WILL NEED ONE LANE ON TWO LANE DURING ING HOURS ONLY. 2. FLAGGERS WILL STOP TRAFFIC FOR ZONE. 3. AT NIGHT, HAZARDS WILL BE BARRICADED WITH DRUMS AND FLASHING LIGHTS. 4. REFER TO MUTCD 2009 EDITION FIGURES 6H-10 AND 27 FOR TYPICAL APPLICATIONS. NO PARKING NO PARKING SIGNS WILL BE USED WHEN NEEDED. SIGN SPACING PER MUTCD FIGURE 6H-3 DISTANCES BETWEEN SIGNS TYPE URBAN (35 MPH AND LESS) URBAN (40 MPH AND GREATER) RURAL EXPRESSWAY / FREEWAY A B C 100' 100' 100' 350' 350' 350' 500' 500' 500' 1000' 1500' 2640' SIGNS: FLAGGER SYMBOL CONES DRUMS / LIGHTS CEPC

5 Contractor: CAMPOS EPC LLC. MHT # 3 Method of Handling Traffic: TYPICAL SHOULDER CLOSURE COMMON URBAN SPEED LIMITS VARIOUS BASED ON A SPEED OF 25 MPH: SHOULDER TAPER: 41 SHOULDER BUFFER: 155 DEVICE SPACING: 50 SHOULDER END TAPER: 50 BASED ON A SPEED OF 40 MPH: SHOULDER TAPER: 105 SHOULDER SHOULDER END TAPER: 50 SHOULDER BASED ON A SPEED OF 35 MPH: SHOULDER TAPER: 80 DEVICE SPACING: 35 SHOULDER BUFFER: 250 DEVICE SPACING: 70 SHOULDER END TAPER: 50 BASED ON A SPEED OF 50 MPH: SHOULDER TAPER: 200 DEVICE SPACING: 55 SHOULDER BUFFER: 425 DEVICE SPACING: 110 SHOULDER END TAPER: 50 VARIOUS ZONE NO PARKING NO PARKING SIGNS WILL BE USED WHEN NEEDED. SHOULDER SHOULDER SIGN SPACING PER MUTCD FIGURE 6H-3 DISTANCES BETWEEN SIGNS TYPE URBAN (35 MPH AND LESS) URBAN (40 MPH AND GREATER) RURAL EXPRESSWAY / FREEWAY A B C 100' 100' 100' 350' 350' 350' 500' 500' 500' 1000' 1500' 2640' 1. CONTRACTOR WILL NEED THE SHOULDER DURING ING HOURS ONLY. 2. AT NIGHT ALL HAZARDS WILL BE MARKED AND DELINEATED. 3. REFER TO MUTCD FIGURE 6H-3 FOR A TYPICAL APPLICATION. 4. ALL SIDE STREETS INTERSECTING WITHIN ZONE A POSTED. SIGNS & DEVICES: SHOULDER CONES CEPC

6 Contractor: CAMPOS EPC LLC. MHT # 4 Method of Handling Traffic: RIGHT LANE CLOSURE FLAGGING POSITIONS DETERMINED IN THE FIELD. FLAGGER SYMBOL MINIMUM FROM FLAGGER STATION. RIGHT LANE 1. CONTRACTOR WILL NEED THE LEFT LANES ON A FIVE LANE DURING ING HOURS ONLY. 2. AT NIGHT ALL HAZARDS WILL BE BARRICADED WITH DRUMS AND FLASHING LIGHTS. 3. REFER TO MUTCD FIGURE 6H-33 FOR A TYPICAL APPLICATION RIGHT LANE 1 - TRANSITION SYMBOL (1L) TYPE II BARRICADE 1 - TYPE C ARROWBOARD CONE END TAPER: 50 - MAX CEPC

7 Contractor: CAMPOS EPC LLC. MHT # 5 Method of Handling Traffic: FLAGGING POSITIONS DETERMINED IN THE FIELD. FLAGGER SYMBOL MINIMUM FROM FLAGGER STATION. *OPTIONAL FLAGGING RIGHT LANE E 58TH AVENUE LEFT LANE LOGAN STREET LOGAN COURT 1. CONTRACTOR WILL NEED THE LEFT LANES ON A FIVE LANE DURING ING HOURS ONLY. 2. AT NIGHT ALL HAZARDS WILL BE BARRICADED WITH DRUMS AND FLASHING LIGHTS. 3. REFER TO MUTCD FIGURE 6H-33 FOR A TYPICAL APPLICATION LEFT LANE 1 - RIGHT LANE 1 - REVERSE CURVE (1R) 1 - TRANSITION SYMBOL (1L) 1 - NO LEFT TURN SYMBOL YIELD 1 - FLAGGER SYMBOL 2 - TYPE II BARRICADE 1 - TYPE C ARROWBOARD CONE END TAPER: 50 - MAX CEPC

8 Contractor: CAMPOS EPC LLC. MHT # 6 Method of Handling Traffic: RIGHT LANE CLOSURE / CLOSURE FLAGGING POSITIONS DETERMINED IN THE FIELD. FLAGGER SYMBOL MINIMUM FROM FLAGGER STATION. WHEN ZONE IS IN THE PARKING LOT. PARKING STALLS SHALL BE WITH DRUMS AND CAUTION TAPE. DETOUR CROSS HERE BUSINESS ACCESS DETOUR YIELD RIGHT LANE E 58TH AVENUE LOGAN STREET DETOUR LOGAN COURT DETOUR BUSINESS ACCESS 1. CONTRACTOR WILL NEED THE RIGHT LANE ON A FIVE LANE DURING ING HOURS ONLY. 2. AT NIGHT ALL HAZARDS WILL BE BARRICADED WITH DRUMS AND FLASHING LIGHTS. 3. REFER TO MUTCD FIGURES 6H-33 AND 20 FOR TYPICAL APPLICATIONS RIGHT LANE 1 - NO RIGHT TURN SYMBOL 1 - NO LEFT TURN SYMBOL SPECIAL (DETOUR BUSINESS ACCESS) 4 - TYPE II BARRICADE 1 - CROSS HERE WITH ARROW (1L) DETOUR ARROW (1D) 3 - DETOUR 1 - YIELD CONE END TAPER: 50 - MAX CEPC

9 Contractor: CAMPOS EPC LLC. MHT # 7 Method of Handling Traffic: RIGHT LANE FLAGGING POSITIONS DETERMINED IN THE FIELD. FLAGGER SYMBOL MINIMUM FROM FLAGGER STATION. (OPTIONAL) E 58TH AVENUE LOGAN COURT CONTRACTOR A DESIGNATED COMPETENT PERSON AIDE PEDESTRIANS THROUGH ZONE FROM THE NORTH SIDE WHERE THERE IS NOT A FEASIBLE PEDESTRIAN DETOUR. 1. CONTRACTOR WILL NEED THE RIGHT LANE ON A FIVE LANE DURING ING HOURS ONLY. 2. AT NIGHT ALL HAZARDS WILL BE BARRICADED WITH DRUMS AND FLASHING LIGHTS. 3. REFER TO MUTCD FIGURE 6H-33 FOR A TYPICAL APPLICATION RIGHT LANE 2 - TRANSITION SYMBOL (2R) TYPE II BARRICADE 1 - TYPE 3MA BARRICADE (OPTIONAL) 1 - TYPE C ARROWBOARD CONE END TAPER: 50 - MAX CEPC

10 Contractor: CAMPOS EPC LLC. MHT # 8 Method of Handling Traffic: LEFT LANE CLOSURE LEFT LANE E 58TH AVENUE LOGAN COURT END TAPER: 50 - MAX 1. CONTRACTOR WILL NEED THE LEFT LANE ON A FIVE LANE DURING ING HOURS ONLY. 2. AT NIGHT ALL HAZARDS WILL BE BARRICADED WITH DRUMS AND FLASHING LIGHTS. 3. REFER TO MUTCD FIGURE 6H-33 FOR A TYPICAL APPLICATION LEFT LANE 2 - TRANSITION SYMBOL (2L) 1 - TYPE C ARROWBOARD CONE LEFT LANE CEPC

11 Contractor: CAMPOS EPC LLC. MHT # 9 Y Method of Handling Traffic: RIGHT LANE CLOSURE END TAPER: 50 - MAX E 58TH AVENUE LOGAN COURT 1. CONTRACTOR WILL NEED THE RIGHT LANE ON A FIVE LANE DURING ING HOURS ONLY. 2. AT NIGHT ALL HAZARDS WILL BE BARRICADED WITH DRUMS AND FLASHING LIGHTS. 3. REFER TO MUTCD FIGURE 6H-33 FOR A TYPICAL APPLICATION RIGHT LANE 1 - TYPE 3MA BARRICADE (OPTIONAL) CONE RIGHT LANE CEPC