Revision2360 Congress StreetJRNBMBJHMSRT · 300' 1000' 12' 12' 4' 9' 1120' 400' work area \⠀吀䄀倀䔀刀吀夀倀⸀尩. drums spaced @ 40' intervals. flashing arrow board

$Page 1: Revision2360 Congress StreetJRNBMBJHMSRT · 300' 1000' 12' 12' 4' 9' 1120' 400' work area \⠀吀䄀倀䔀刀吀夀倀⸀尩. drums spaced @ 40' intervals. flashing arrow board$


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GENERAL NOTES 1. ALL STANDARD DETAILS SHALL BE IN CONFORMANCE WITH MAINE DEPARTMENT OF TRANSPORTATION (MAINE DOT) STANDARD DETAILS HIGHWAY AND BRIDGES 2014 LATEST REVISIONS AND MAINE DOT BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENT CONTROL LATEST REVISION UNLESS OTHERWISE INCLUDED IN THESE PLANS. 2. EXISTING PAVEMENT MARKING TAPE SHALL BE REMOVED PRIOR TO PAVING. PAYMENT TO BE MADE UNDER ITEM 627.772 3. EXISTING TRAFFIC ARROWS SHALL BE REPLACED BY PAINTED PAVEMENT MARKINGS. PAYMENT WILL BE MADE UNDER ITEM 627.75 4. CONTRACTOR WILL BE RESPONSIBLE FOR ALL TEMPORARY PAVEMENT MARKINGS. FINAL STRIPING WILL BE COMPLETED BY THE AUTHORITY. LAYOUT OF FINAL STRIPING AND ALL ASSOCIATED TRAFFIC CONTROL SHALL BE INCIDENTAL TO ITEM 652.361. 5.THE DRAINAGE ISSUE PROBLEM AT HOLMES ROAD WILL BE CORRECTED USING HOURLY RENTAL ITEMS AND THE DRAINAGE ISSUE PROBLEM AT HOLMES ROAD WILL BE CORRECTED USING HOURLY RENTAL ITEMS AND BERM CORRECTIONS AS DIRECTED BY THE RESIDENT. 6.ADDITIONAL REPAIRS WILL BE NECESSARY IN LANE 2 SOUTHBOUND FROM ABOUT 2174+20 TO 2167+00 AS ADDITIONAL REPAIRS WILL BE NECESSARY IN LANE 2 SOUTHBOUND FROM ABOUT 2174+20 TO 2167+00± ASDIRECTED BY THE RESIDENT. PAYMENT WILL BE MADE UNDER EXISTING CONTRACT UNIT PRICES.

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By

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CONTRACT: 2019.01

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Drawn

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Designed

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SHEET NUMBER: C-1

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2 of 15

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By

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THE GOLD STAR

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MEMORIAL HIGHWAY

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Portland, ME 04102

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TEL (207) 871-7771

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FAX (207) 879-5567

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MAINE TURNPIKE AUTHORITY

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2360 Congress Street

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MTA PROJECT MANAGER:

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JEFFERY R. NADEAU, P.E.

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BMB

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JHM

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SRT

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4/15/2019

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PAVEMENT REHABILITATION ESTIMATED QUANTITIES AND GENERAL NOTES

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NOT TO SCALE

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C:\BMB\Projects\2019.01 print date 4.24.2019 print date 4.24.2019 4.24.2019

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4/15/2019

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4/15/2019

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4/15/2019


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MAINLINE PAVING WORK LIMITS

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KITTERY

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AUGUSTA

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S

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N

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%%ULEGEND:

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MILLING

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REM. SNAPS

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BUTT JOINTS

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2069+50 TWO ROD ROAD

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2122+64 HOLMES ROAD

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2177+76 GORHAM ROAD

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2069+50

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2139+50

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2163+50

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2183+50

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2197+50

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100' (TYP)

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LOCATION 1

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LOCATION 2

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7' (TYP)

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THE GOLD STAR

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MEMORIAL HIGHWAY

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Portland, ME 04102

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TEL (207) 871-7771

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FAX (207) 879-5567

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JRN

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BMB

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SRT

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PAVEMENT REHABILITATION PAVING LIMITS OVERVIEW

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%%UNOTES:

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STRUCTURE

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EXIST. PAV'T.

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PLACED ON SAND (SEE NOTES 1 & 2).

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HOT BITUMINOUS PAVEMENT

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PROP. MILLING - 3/4"

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15'

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N.T.S.

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%%UTEMPORARY BITUMINOUS RAMP

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1. HOT MIX ASPHALT FOR TEMPORARY RAMPS WILL NOT BE MEASURED FOR PAYMENT, BUT SHALL BE INCIDENTAL TO HOT MIX ASPHALT 9.5mm. 2. REMOVAL OF TEMP. BITUMINOUS RAMPS WILL NOT BE MEASURED FOR PAYMENT, BUT SHALL BE INCIDENTAL TO HOT MIX ASPHALT 9.5mm.

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%%uNOTES:%%u

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1.A COATING OF HOT RUBBERIZED ASPHALT (ASTM D6690 TYPE IV) A COATING OF HOT RUBBERIZED ASPHALT (ASTM D6690 TYPE IV) SHALL BE APPLIED AT THE TOP SURFACE LIFT TO ALL TRANSVERSE BUTT JOINTS AND LONGITUDINAL JOINTS. 2.BITUMINOUS TACK COAT IS REQUIRED BETWEEN EXISTING BITUMINOUS TACK COAT IS REQUIRED BETWEEN EXISTING PAVEMENT AND 9.5 MM.

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LANE 2

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VARIES

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MILL 7' WIDE BY 0" to 3/4" DEEP AT SHOULDERS

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3/4"

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TYPICAL 2 LANE PAVEMENT MILL & FILL SOUTHBOUND 2163+50 - 2139+50

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LANE 1

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VARIES SHOULDER

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12'-0" TRAVEL LANE

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12'-0" PASSING LANE

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4'-0" SHOULDER

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LANE 3

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VARIES

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3/4"

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TYPICAL 3 LANE PAVEMENT MILL & FILL NORTHBOUND 2069+50 - 2183+50 SOUTHBOUND 2139+50 - 2069+50

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LANE 1

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VARIES SHOULDER

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12'-0" TRAVEL LANE

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12'-0" PASSING LANE

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4'-0" SHOULDER

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LANE 2

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12'-0" TRAVEL LANE

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LANE 2

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VARIES

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3/4"

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TYPICAL 2 LANE PAVEMENT MILL & FILL WITH SNAPS NORTHBOUND 2183+50 - 2197+50 SOUTHBOUND 2197+50 - 2163+50

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LANE 1

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VARIES SHOULDER

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12'-0" TRAVEL LANE

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12'-0" PASSING LANE

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4'-0" SHOULDER

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FILL

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RUMBLE STRIPS

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SHEET NUMBER: P-1

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THE GOLD STAR

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MEMORIAL HIGHWAY

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Portland, ME 04102

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TEL (207) 871-7771

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FAX (207) 879-5567

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JRN

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BMB

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JHM

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SRT

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4/15/2019

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4/15/2019

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4/15/2019

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4/15/2019

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PAVEMENT REHABILITATION TYPICAL SECTIONS

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NOT TO SCALE

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"B"

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"A"

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"B"

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CB

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= DRAINAGE PATH MILLING

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EOP

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TACK COAT

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EXIST. PAV'T

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SURFACE

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MILL &

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FILL HMA, 12.5 MM

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EXIST.

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PAV'T.

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DRAINAGE PATH

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AREA TO BE MILLED

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PRIOR TO PAVING SURFACE

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(TYP.)

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500' (TYP.)

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VARIES

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= ROADWAY MILLING

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C.L. OF

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JOINT SEALER

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(TYP.)

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30"

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30"

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18"

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18"

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96"

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MINIMUM DIMENSIONS. CONTRACTOR

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MAY ELECT TO BUILD LARGER BUT

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THE MEASURED AREA WILL BE

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BASED ON 96" LONG.

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DRAINAGE PATH DETAILS

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SECTION A-A

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PROFILE

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NOTES: 1. POINT "B" IS 1" HIGHER THAN POINT "A". 2. DRAINAGE PATH REQUIRED AT ALL LOW POINTS. 3. MEDIAN LOW POINTS JUST INSIDE THE FOUR FOOT SHOULDER THAT IS MILL SHALL BE OPENED FOR WATER FLOW IF THE EXISTING MATREIAL IS HIGH. THIS SHALL BE INCIDENTAL TO MILLING. 4. DRAINAGE PATHS SHALL BE PAVED BACK IN FLUSH WITH EXISTING PAVEMENT

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LEGEND

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Designed

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SHEET NUMBER: P-2

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THE GOLD STAR

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MEMORIAL HIGHWAY

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Portland, ME 04102

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TEL (207) 871-7771

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FAX (207) 879-5567

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JRN

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BMB

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JHM

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SRT

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4/15/2019

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4/15/2019

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4/15/2019

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4/15/2019

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PAVEMENT REHABILITATION MISCELLANEOUS DETAILS

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NOT TO SCALE

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2.0'

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EXISTING SECTION

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PROPOSED SECTION

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VARIES

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GRINDINGS

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GRINDINGS

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DEPTH VARIES

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DETAIL A (WITHOUT GUARDRAIL)

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BERM DROPOFF CORRECTI0N WITH GUARDRAIL MEDIAN GUARDRAIL NOT TO SCALE

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BERM DROPOFF CORRECTION WITH GUARDRAIL RIGHT OUTSIDE SHOULDER NOT TO SCALE

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VARIES

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EXISTING SHOULDER

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VARIES

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EXISTING SHOULDER

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4:1

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4"±

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VARIES

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EXISTING SHOULDER

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GRINDINGS

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4:1

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DEPTH VARIES

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4"±

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MATCH EXISTING

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VARIES

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EXISTING SHOULDER

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EXISTING SECTION

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PROPOSED SECTION

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EXISTING SECTION

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PROPOSED SECTION

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VARIES

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EXISTING SHOULDER

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NOTES: 1. BERM DROPOFF CORRECTION WILL BE PLACED AT ALL LOCATIONS EXCEPT WHERE THE BERM CORRECTION WORK OCCURS 2. BERM CORRECTION NEEDS TO BE COMPLETED PRIOR TO MILLING UNLESS THE HIGH EXISTING SECTIONS ARE OPENED FOR DRAINAGE PATHS.

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BERM CORRECTION WITH GUARDRAIL RIGHT OUTSIDE SHOULDER NOT TO SCALE

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BERM CORRECTION WITH GUARDRAIL MEDIAN GUARDRAIL NOT TO SCALE

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EXISTING SAND/SALT/SILT TO BE REMOVED

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VARIES

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EXISTING SHOULDER

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EXISTING MATERIAL TO REMAIN

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EXISTING SAND/SALT/SILT TO BE REMOVED

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VARIES

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EXISTING SHOULDER

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EXISTING MATERIAL TO REMAIN

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BERM CORRECTION LOCATIONS: NB & SB STA. 2120+00 -> 2125+00 = 1000 L.F.

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SHEET NUMBER: P-3

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THE GOLD STAR

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MEMORIAL HIGHWAY

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Portland, ME 04102

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TEL (207) 871-7771

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FAX (207) 879-5567

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JRN

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BMB

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JHM

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SRT

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4/15/2019

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4/15/2019

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4/15/2019

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4/15/2019

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PAVEMENT REHABILITATION BERM DETAILS

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NOT TO SCALE

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%%u2 LANE RDWY%%u

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%%uTEMP. PAVEMENT MARKINGS%%u

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37'

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3'

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40'

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TYP.

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30'

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10'

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PAINT (SEE NOTE 1)

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TEMP. RAISED MARKERS

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(SEE NOTE 2)

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EOP

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EOP

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EOP

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EOP

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ON MILLED SURFACES

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%%uNOTES:%%u

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%%uLEGEND%%u

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SYEL = SOLID YELLOW EDGE LINE (6" PAINT)

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SWEL = SOLID WHITE EDGE LINE (6" PAINT)

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BWLL = BROKEN WHITE LANE LINE (6" PAINT)

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EOP = EDGE OF PAVEMENT

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PAVEMENT MARKING -

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LANE 2

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LANE 1

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LANE 1

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LANE 2

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EDGE LINE

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TOMS

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1. TEMPORARY PAVEMENT MARKINGS ON MILLED PAVEMENT SHALL BE 6" SOLID WHITE, BROKEN WHITE, AND SOLID YELLOW PAINT LINES. 2. SWEL AND SYEL SHALL BE TEMPORARY RAISED PAVEMENT MARKERS SPACED AT 10'-0" O.C. AND OFFSET FROM FINAL STRIPING LOCATION. 3. BWLL SHALL BE PAVEMENT MARKING TAPE. 3' PIECES SHALL BE PLACED AT 40'-0" O.C. AND OFFSET FROM FINAL STRIPING LOCATION. 4. FINAL PAINTED PAVEMENT MARKINGS WILL BE LAID OUT BY CONTRACTOR AND INSTALLED BY MTA. RESIDENT SHALL BE ALLOWED TO REVIEW LAYOUT. 5.ONCE FINAL PAINTED LINES ARE COMPLETED BY MTA, CONTRACTOR ONCE FINAL PAINTED LINES ARE COMPLETED BY MTA, CONTRACTOR WILL REMOVE ALL TAPE AND TOMS.

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TPKE

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SWEL

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BWEL

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SYEL

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ON FINAL PAVEMENT

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10'

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PAVEMENT MARKING

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TAPE (SEE NOTE 3)

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%%uPERMANENT PAVEMENT MARKINGS%%u

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SB RDWY.

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NB RDWY.

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12'-3"

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BWLL

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EOP

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SWEL

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SYEL

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EOP

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EOP

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SYEL

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24'-6"

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EOP

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SWEL

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BWLL

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30'

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10'

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TYP.

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24'-6"

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SEE NOTE 3

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%%u2 LANE RDWY%%u

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11'-9"

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11'-9"

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12'-3"

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LANE 1

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LANE 2

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LANE 2

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LANE 1

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PERMANENT PAVEMENT

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MARKINGS (TYP.)

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(SEE NOTE 4)

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PAVEMENT

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PAVEMENT

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TPKE

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PAV'T

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PAV'T

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BWLL

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EOP

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SWEL

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SYEL

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EOP

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EOP

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SYEL

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24'-9"

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EOP

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SWEL

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BWLL

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12'-0"

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30'

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10'

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TYP.

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PAVEMENT

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MARKINGS (TYP.)

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24'-9"

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SEE NOTE 4

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BWLL

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BWLL

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11'-9"

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12'-0"

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PERMANENT

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12'-0"

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11'-9"

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12'-0"

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LANE 3

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LANE 2

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LANE 1

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LANE 1

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LANE 2

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LANE 3

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%%uPERMANENT PAVEMENT MARKINGS%%u

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%%u3 LANE RDWY%%u

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TPKE

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%%uNOTES:%%u

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1. PAVEMENT MARKINGS SHALL BE 6" WIDE LINES. 2. THE OFFSET DISTANCES SHOWN ARE MEASURED FROM THE CENTER OF THE 6" PAINT LINES.

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CONTRACT: 2019.01

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SHEET NUMBER: P-4

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MEMORIAL HIGHWAY

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Portland, ME 04102

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TEL (207) 871-7771

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FAX (207) 879-5567

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JRN

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BMB

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JHM

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SRT

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4/15/2019

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4/15/2019

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4/15/2019

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4/15/2019

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PAVEMENT REHABILITATION PAVEMENT MARKING DETAILS

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NOT TO SCALE

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4'

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100'

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100'

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800'

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300'

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1000'

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1300'

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8'(TYP.)

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12'

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12'

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4'

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9'

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1120'

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400'

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500'

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WORK AREA

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DRUMS SPACED

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W4-2 (L)

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W20-5 (L) (1/2 MILE)

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W20-1 (1 MILE)

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SYEL

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SWEL

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BWLL

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ARROW

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FLASHING

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DRUMS SPACED @ 80' INTERVALS

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CS-11

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CS-33

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W8-11

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840'

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ROAD

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WORK

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1 MILE

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LEFT LANE

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CLOSED

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1/2 MILE

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UNEVEN

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LANES

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PAVEMENT

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STOPPING ON

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NO

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800'

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ENTERING AND LEAVING

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WATCH FOR TRUCKS

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WORK AREA

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VARIABLE MESSAGE SIGN

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@ 40' INTERVALS

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500'

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100'

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100'

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800'

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300'

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1000'

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12'

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12'

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4'

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9'

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1120'

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400'

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WORK AREA

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(TAPER TYP.)

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FLASHING ARROW BOARD

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W4-2 (R)

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W20-5 (R) (1/2 MILE)

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W20-1 (1 MILE)

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SYEL

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SWEL

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BWLL

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CS-11

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CS-33

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= CONSTRUCTION SIGN

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840'

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W8-11

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1/2 MILE

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1 MILE

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WORK

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ROAD

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CLOSED

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RIGHT LANE

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STOPPING ON

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PAVEMENT

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NO

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WATCH FOR TRUCKS

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WORK AREA

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%%uNOTES:%%u

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BOARD

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UNEVEN

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LANES

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LANE 1

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LANE 2

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SHLD

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SHLD

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LANE 1

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LANE 2

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4'

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50

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W3-5

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800'

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= CONSTRUCTION SIGN

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W3-4

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CS-3

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1300'

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1300'

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1300'

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8'(TYP.)

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W3-5

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W3-4

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CS-3

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1300'

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1300'

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800'

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800'

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VARIABLE MESSAGE SIGN

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50

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SEE NOTE 5

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SEE NOTE 5

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SEE NOTE 5

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SEE NOTE 5

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DRUMS SPACED

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AT 528'

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INTERVALS

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(NON GUARDRAIL

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SECTIONS ONLY)

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EXPECT

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STOPPED

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TRAFFIC

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BE

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PREPARED

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TO STOP

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EXPECT

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STOPPED

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TRAFFIC

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BE

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PREPARED

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TO STOP

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SPEED

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LIMIT

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SPEED

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LIMIT

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1. FOR SIGN DETAILS, SEE SIGN SUMMARY SHEETS. 2. ALL TEMPORARY LANE CLOSURE SIGNS ARE TO BE MOUNTED ON EASELS. 3. STANDARD SINGLE LANE CLOSURES FOR LANES 1 AND 2 SHALL BE USED FOR DRAINAGE WORK, GUARDRAIL WORK, CLEAR ZONE IMPROVEMENTS, MEDIAN CROSSOVER WORK, EQUIPMENT MOVES, BERM DROP OFF CORRECTION WORK, PAINTING OF SOLID WHITE LANE LINES, AND ALL OTHER WORK NOT REQUIRING ENCROACHMENT INTO THE ADJACENT LANE. 4. SEE SHEET T-3 FOR STANDARD SINGLE LANE CLOSURE DETAILS. 5. ERECT CS-3 AND W3-4 SIGNS IMMEDIATELY PRIOR TO SCHEDULED STOPPAGES FOR EQUIPMENT MOVES AND REMOVE THE CS-3 AND W3-4 SIGNS IMMEDIATELY AFTER THE SCHEDULED STOPPAGES ARE COMPLETE.

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LANE CLOSURE FOR MILLING AND PAVING OPERATIONS LANE 1

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LANE CLOSURE FOR PAVEMENT MARKINGS LANE 1

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LANE CLOSURE FOR MILLING AND PAVING OPERATIONS LANE 2

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MAINE TURNPIKE

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MAINE TURNPIKE

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SINGLE LANE CLOSURE LANE SHIFT TO ADJACENT LANE

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SHIFT OFFSET

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SPEED

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TAPER LENGTH (MIN.)

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12'

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50

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300'

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12'

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60

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360'

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12'

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70

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420'

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TAPER LENGTH

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BUFFER ZONE AND WORK AREA

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STANDARD RIGHT LANE CLOSURE PACKAGE

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%%uNOTES:%%u

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RIGHT LANE CLOSED SHIFTING TO LEFT LANE CLOSED SHOWN. LEFT LANE CLOSED SHIFTING TO RIGHT LANE CLOSED SIMILAR. USE W1-4L SIGN NOT W1-4R SIGN.

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W1-4R

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WORK AREA

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SHIFT OFFSET 12'

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500' 2 DELINEATORS

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500'

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SPEED

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ZONE

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END

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WORK

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LIMIT

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R2-12

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500'

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SPEED

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ZONE

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END

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WORK

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LIMIT

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R2-12

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SHLD

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SHLD

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FINES

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DOUBLED

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SPEED

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LIMIT

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WORK

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ZONE

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XX

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Designed by:

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No.

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Revision

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Date

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By

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Date

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By

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CONTRACT: 2019.01

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Drawn

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Designed

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SHEET NUMBER: T-1

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8 of 15

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Scale:

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Checked

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In Charge of

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By

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Date

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THE GOLD STAR

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MEMORIAL HIGHWAY

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Portland, ME 04102

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TEL (207) 871-7771

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FAX (207) 879-5567

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AutoCAD SHX Text


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JRN

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BMB

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JHM

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SRT

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4/15/2019

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4/15/2019

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4/15/2019

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4/15/2019

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PAVEMENT REHABILITATION TRAFFIC CONTROL DETAILS 1

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NOT TO SCALE

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1. FOR EASEL SET UP ONLY, THIS SIGN IS NOT BRACKETED. ONE SIGN ASSEMBLY IS PLACED AT THE END OF THE TAPER. 2. RUMBLE STRIPS MAY ALSO BE PLACED UPSTREAM OF THE TAPER BETWEEN THE W3-5 SIGNS AND THE W4-2 SIGNS. IF RUMBLE STRIPS ARE INSTALLED PRIOR TO TAPER, W8-1 SIGNS SHALL BE PLACED ADJACENT TO THE FIRST STRIP AND THE W98-24A SIGNS SHALL BE MOVED TO 300' AFTER THE W20-5 SIGNS.

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500'

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G20-2

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ROAD WORK

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END

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LANE 1

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LANE 1

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LANE 1

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LANE 1

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BWLL = BROKEN WHITE LANE LINE

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SWEL = SOLID WHITE EDGE LINE

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SYEL = SOLID YELLOW EDGE LINE

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TBWLL - TEMPORARY BROKEN WHITE LANE LINE

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TSWEL = TEMPORARY SOLID WHITE EDGE LINE

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TSYEL = TEMPORARY SOLID YELLOW EDGE LINE

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%%uABBREVIATIONS FOR ALL M.O.T. PLANS%%u

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%%uGENERAL MAINTENANCE OF TRAFFIC NOTES:%%u

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800'

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OF SHORT DURATION

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DAYTIME LANE CLOSURE

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(MAINLINE)

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ROAD

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WORK

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1 MILE

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1300'

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CS-3 ***

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STOPPED

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EXPECT

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TRAFFIC

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W20-1 (1 MILE)

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2640'

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1300'

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BE

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TO STOP

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PREPARED

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LANE 2

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MAINE TURNPIKE

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BWLL

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SYEL

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@ 80' INTERVALS

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ON TANGENT

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DRUMS SPACED

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12"

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SHLD

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840'

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500'

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SWEL

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800'

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AutoCAD SHX Text

840'

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260'

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ON TAPER

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500'

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BUFFER ZONE

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WORK AREA

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SHLD

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LIMIT

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R2-12

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END

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ZONE

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WORK

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ROAD WORK

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END

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G20-2

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500'

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%%uSHOULDER WORK%%u

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SHOULDER WORK

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OF SHORT DURATION

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(MAINLINE)

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W20-1 (AHEAD)

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W21-5

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WORK AREA

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G20-2

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1500'

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1000'

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500'

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LANE 2

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SHLD

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SHLD

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MAINE TURNPIKE

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BWLL

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SWEL

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SYEL

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@ 80' INTERVALS

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DRUMS SPACED

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AHEAD

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ROAD

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WORK

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WORK

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SHOULDER

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ROAD

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WORK

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AHEAD

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ON TANGENT

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ROAD WORK

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END

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L

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C

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SHLD

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DAYTIME LANE CLOSURE

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MAINE TURNPIKE

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1 MILE

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WORK

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ROAD

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1/2 MILE

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CLOSED

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1/2 MILE

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CLOSED

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DRUMS SPACED

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ON TANGENT

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@ 80' INTERVALS

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800'

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SYEL

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SWEL

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W20-5 (R)(L)(1/2 MILE)

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OF SHORT DURATION

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(MAINLINE)

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TRAFFIC

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W20-1 (1 MILE)

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CS-3 ***

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1300'

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EXPECT

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STOPPED

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2600'

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800'

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1300'

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PREPARED

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TO STOP

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BE

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840'

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1000'

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BWLL

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260'

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W4-2 (R)(L)

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12"

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840'

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ON TAPER

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WORK AREA

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100'

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LANE 2

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SHLD

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R2-12

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WORK

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500'

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ZONE

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SPEED

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END

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BUFFER ZONE

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%%U*SINGLE LANE CLOSURE - POST MOUNTED SIGN SETUP

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FLASHING ARROW

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FLASHING ARROW

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W3-4 ***

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LIMIT

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W3-4 ***

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SPEED

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RIGHT

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LANE

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LANE

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LEFT

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1/2 MILE

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CLOSED

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1/2 MILE

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CLOSED

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RIGHT

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LANE

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LANE

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LEFT

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W4-2 (R)(L)

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W20-5 (R)(L) (1/2 MILE)

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W3-5

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LIMIT

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SPEED

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X

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X

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W3-5

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LIMIT

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SPEED

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X

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X

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175'

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500'

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1000'

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1500'

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%%uSHOULDER CLOSURE%%u

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DRUMS SPACED

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SYEL

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SWEL

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BWLL

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MAINE TURNPIKE

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SHLD

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SHLD

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LANE 2

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500'

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(MAINLINE)

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SHOULDER CLOSURE

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W21-5aR

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G20-2

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WORK AREA

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W21-5bR (1000')

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W20-1 (AHEAD)

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WORK ZONE CRASH CUSHION-TL3

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TEMPORARY CONCRETE BARRIER

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8:1 FLARE

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@ 40'

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W7-3aP

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AHEAD

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WORK

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ROAD

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SHOULDER

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CLOSED

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RIGHT

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1000 FT

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SHOULDER

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CLOSED

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RIGHT

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END

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ROAD WORK

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X FEET

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NEXT

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X MILES

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NEXT

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or

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L

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C

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1. THE W20-1 AND G20-2 SIGNS ARE NOT REQUIRED IF THE SHOULDER CLOSURE IS WITHIN A PREVIOUSLY ESTABLISHED WORK ZONE.

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1. THE W20-1 AND G20-2 SIGNS ARE NOT REQUIRED IF THE SHOULDER CLOSURE IS WITHIN A PREVIOUSLY ESTABLISHED WORK ZONE.

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1. ALL WORK TO CONFORM TO MAINE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGES 2014, EXCEPT AS MODIFIED BY THE MAINE TURNPIKE AUTHORITY'S GENERAL AND SPECIAL PROVISIONS. 2. ALL PAVMENT STRIPING & SIGNING SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", U.S.D.O.T., F.H.W.A., LATEST EDITION. NOTE THERE IS A 2009 EDITION OF MUTCD. 3. THESE PLANS SHOW THE GENERAL CONDITION FOR TURNPIKE MAINLINE TRAFFIC CONTROL. DURING CONSTRUCTION, SLIGHT MODIFICATIONS IN CONSTRUCTION PROCEDURE MAY OCCUR AND MAY REQUIRE SOME MINOR ADJUSTMENTS TO BE MADE IN THE FIELD, ALL PROCEDURES MUST BE APPROVED BY THE RESIDENT. 4. THE CONTRACTOR SHALL REMOVE ALL PAVEMENT MARKINGS THAT CONFLICT WITH PROPOSED PAVEMENT MARKINGS IN ACCORDANCE WITH THE SPECIFICATIONS AND MUTCD. PAYMENT SHALL BE MADE UNDER ITEM 627.77 - REMOVING PAVEMENT MARKINGS. 5. EXPOSED BARRIER ENDS SHALL BE PROTECTED BY A WORK ZONE CRASH CUSHION. PAYMENT WILL BE UNDER ITEM 527.341 - WORK ZONE CRASH CUSHION - TL-3. 6.SPEED LIMIT, STOP, YIELD AND EXIT SIGNS SHALL BE A MINIMUM OF 5' ABOUT SPEED LIMIT, STOP, YIELD AND EXIT SIGNS SHALL BE A MINIMUM OF 5' ABOUT THE GROUND.

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SINGLE LANE CLOSURE SIGNS ON EASELS

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** AUTOMATED TRAILER MOUNTED SPEED LIMIT SIGN (ATMSLS)

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* RUMBLE STRIPS SETUP SAME AS EASEL DETAIL

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500'

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W8-24a

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RUMBLE

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AHEAD

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STRIPS

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*

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*USE OF RUMBLE USE OF RUMBLE STRIPS IS OPTIONAL OPTIONALOPTIONAL

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400'

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BUMP

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*

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W8-1

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RUMBLE STRIPS

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SEE NOTE 2

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RUMBLE STRIPS

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*

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FINES

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DOUBLED

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SPEED

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LIMIT

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WORK

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ZONE

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XX

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FINES

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DOUBLED

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SPEED

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LIMIT

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WORK

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ZONE

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XX

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Designed by:

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No.

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Revision

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Date

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By

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Date

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By

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CONTRACT: 2019.01

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Drawn

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Designed

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SHEET NUMBER: T-2

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9 of 15

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Scale:

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Checked

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In Charge of

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By

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Date

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THE GOLD STAR

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MEMORIAL HIGHWAY

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Portland, ME 04102

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TEL (207) 871-7771

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FAX (207) 879-5567

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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

JRN

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BMB

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JHM

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SRT

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4/15/2019

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4/15/2019

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4/15/2019

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4/15/2019

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NOT TO SCALE

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1

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Addendum

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JRN

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3/15/18


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12'

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12'

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5'

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SYEL

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SWEL

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BWLL

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%%453 MAINE TURNPIKE

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WORK AREA

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END

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ROAD WORK

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ALL SIGNS ARE TO BE MOUNTED ON

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FOR SIGN DETAILS, SEE SIGN SUMMARY SHEETS.

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NOTES:

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1.

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2.

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ALL SIGNS ARE TO BE MOUNTED ON EASELS.

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NOTES:

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1.

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2.

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NCHRP 350 APPROVED POST.

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%%uLEGEND%%u

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= CONSTRUCTION SIGN

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= FLASHING ARROW BOARD

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LANE 3

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LANE 1

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= PORTABLE -CHANGEABLE MESSAGE SIGN

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12'

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12'

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5'

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300'

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SYEL

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SWEL

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BWLL

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WORK AREA

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%%uMAINLINE CLOSURE%%u

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12'

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BWLL

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840'

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500'

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2600'

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1 MILE

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WORK

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ROAD

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W20-1

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%%uDRAINAGE AND PAVEMENT%%u

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SHLDR.

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%%uMARKINGS - LANE 1%%u

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CS-11

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STOPPING ON

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PAVEMENT

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NO

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2'

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200'

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W4-2 (L)

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1000'

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CLOSED

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LANE

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W20-5

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1/2 MILE

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1600'

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BWLL

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12'

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LANE 2

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12'

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12'

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5'

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300'

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SYEL

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SWEL

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BWLL

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WORK AREA

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12'

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BWLL

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840'

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260'

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2600'

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1 MILE

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WORK

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

W20-1 (1 MILE)

AutoCAD SHX Text

SHLDR.

AutoCAD SHX Text

200'

AutoCAD SHX Text

W4-2 (R)

AutoCAD SHX Text

1000'

AutoCAD SHX Text

W20-5 (R)

AutoCAD SHX Text

1500'

AutoCAD SHX Text

2'

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

LANE

AutoCAD SHX Text

1/2 MILE

AutoCAD SHX Text

RIGHT

AutoCAD SHX Text

800'

AutoCAD SHX Text

1500'

AutoCAD SHX Text

W8-15P

AutoCAD SHX Text

W8-15

AutoCAD SHX Text

%%uMAINLINE%%u

AutoCAD SHX Text

%%uBEGINNING OF WORK SIGNAGE%%u

AutoCAD SHX Text

260'

AutoCAD SHX Text

CS-33

AutoCAD SHX Text


AutoCAD SHX Text

WATCH FOR TRUCKS

AutoCAD SHX Text

WORK AREA

AutoCAD SHX Text

R4-9

AutoCAD SHX Text

IN

AutoCAD SHX Text

STAY

AutoCAD SHX Text

LANE

AutoCAD SHX Text

CS-33

AutoCAD SHX Text


AutoCAD SHX Text

WATCH FOR TRUCKS

AutoCAD SHX Text

WORK AREA

AutoCAD SHX Text

SHLDR.

AutoCAD SHX Text

SHLDR.

AutoCAD SHX Text

SHLDR.

AutoCAD SHX Text

SHLDR.

AutoCAD SHX Text

R2-12

AutoCAD SHX Text

SPEED

AutoCAD SHX Text

WORK

AutoCAD SHX Text

ZONE

AutoCAD SHX Text

END

AutoCAD SHX Text

LIMIT

AutoCAD SHX Text

R2-12

AutoCAD SHX Text

SPEED

AutoCAD SHX Text

WORK

AutoCAD SHX Text

ZONE

AutoCAD SHX Text

END

AutoCAD SHX Text

LIMIT

AutoCAD SHX Text

800'

AutoCAD SHX Text

1300'

AutoCAD SHX Text

800'

AutoCAD SHX Text

800'

AutoCAD SHX Text

W3-5

AutoCAD SHX Text

G20-1

AutoCAD SHX Text

G2O-2a

AutoCAD SHX Text

1000'

AutoCAD SHX Text

NEXT 3 MILES

AutoCAD SHX Text

ROAD WORK

AutoCAD SHX Text

1 MILE

AutoCAD SHX Text

WORK

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

W20-1

AutoCAD SHX Text

3600'

AutoCAD SHX Text

1000'

AutoCAD SHX Text

SIGNS SHALL BE USED DURING STOPPAGE OF TRAFFIC.

AutoCAD SHX Text

3.

AutoCAD SHX Text

250'

AutoCAD SHX Text

250'

AutoCAD SHX Text

LIMIT

AutoCAD SHX Text

SPEED

AutoCAD SHX Text

DOUBLE

AutoCAD SHX Text

FINES

AutoCAD SHX Text

50

AutoCAD SHX Text

ZONE

AutoCAD SHX Text

WORK

AutoCAD SHX Text

1300'

AutoCAD SHX Text

W3-4

AutoCAD SHX Text

(SEE

AutoCAD SHX Text

NOTE 3)

AutoCAD SHX Text

5

AutoCAD SHX Text

0

AutoCAD SHX Text

CS-3

AutoCAD SHX Text

(SEE

AutoCAD SHX Text

NOTE 3)

AutoCAD SHX Text

800'

AutoCAD SHX Text

CS-11

AutoCAD SHX Text

STOPPING ON

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

NO

AutoCAD SHX Text

800'

AutoCAD SHX Text

R4-9

AutoCAD SHX Text

IN

AutoCAD SHX Text

STAY

AutoCAD SHX Text

LANE

AutoCAD SHX Text

250'

AutoCAD SHX Text

250'

AutoCAD SHX Text

LIMIT

AutoCAD SHX Text

SPEED

AutoCAD SHX Text

DOUBLE

AutoCAD SHX Text

FINES

AutoCAD SHX Text

50

AutoCAD SHX Text

ZONE

AutoCAD SHX Text

WORK

AutoCAD SHX Text

1300'

AutoCAD SHX Text

CS-3

AutoCAD SHX Text

(SEE

AutoCAD SHX Text

NOTE 3)

AutoCAD SHX Text

W3-5

AutoCAD SHX Text

W3-4

AutoCAD SHX Text

(SEE

AutoCAD SHX Text

NOTE 3)

AutoCAD SHX Text

5

AutoCAD SHX Text

0

AutoCAD SHX Text

(1 MILE)

AutoCAD SHX Text

R2-6aP

AutoCAD SHX Text

R2-1

AutoCAD SHX Text

G2O-5aP

AutoCAD SHX Text

R2-6aP

AutoCAD SHX Text

R2-1

AutoCAD SHX Text

G2O-5aP

AutoCAD SHX Text

500'

AutoCAD SHX Text

BUFFER ZONE

AutoCAD SHX Text

BUFFER ZONE

AutoCAD SHX Text


AutoCAD SHX Text

%%uDRAINAGE AND PAVEMENT%%u

AutoCAD SHX Text

%%uMARKINGS - LANE 3%%u

AutoCAD SHX Text

UNCOVER SIGNS WHEN PAVEMENT IS MILLED OR

AutoCAD SHX Text

3.

AutoCAD SHX Text

AS DIRECTED BY THE RESIDENT.

AutoCAD SHX Text

(SEE

AutoCAD SHX Text

NOTE 3)

AutoCAD SHX Text

LEFT

AutoCAD SHX Text

LANE 3

AutoCAD SHX Text

LANE 1

AutoCAD SHX Text

LANE 2

AutoCAD SHX Text

LANE 3

AutoCAD SHX Text

LANE 1

AutoCAD SHX Text

LANE 2

AutoCAD SHX Text

TRAFFIC

AutoCAD SHX Text

EXPECT

AutoCAD SHX Text

STOPPED

AutoCAD SHX Text

PREPARED

AutoCAD SHX Text

TO STOP

AutoCAD SHX Text

BE

AutoCAD SHX Text

LIMIT

AutoCAD SHX Text

SPEED

AutoCAD SHX Text

LIMIT

AutoCAD SHX Text

SPEED

AutoCAD SHX Text

PREPARED

AutoCAD SHX Text

TO STOP

AutoCAD SHX Text

BE

AutoCAD SHX Text

TRAFFIC

AutoCAD SHX Text

EXPECT

AutoCAD SHX Text

STOPPED

AutoCAD SHX Text

=

AutoCAD SHX Text

DRUMS SPACED AT

AutoCAD SHX Text

80' INTERVALS ON TANGENTS

AutoCAD SHX Text

40' INTERVALS ON TAPERS

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

GROOVED

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Designed by:

AutoCAD SHX Text

No.

AutoCAD SHX Text

Revision

AutoCAD SHX Text

Date

AutoCAD SHX Text

By

AutoCAD SHX Text

Date

AutoCAD SHX Text

By

AutoCAD SHX Text

CONTRACT: 2019.01

AutoCAD SHX Text

Drawn

AutoCAD SHX Text

Designed

AutoCAD SHX Text

SHEET NUMBER: T-3

AutoCAD SHX Text

10 of 15

AutoCAD SHX Text

Scale:

AutoCAD SHX Text

Checked

AutoCAD SHX Text

In Charge of

AutoCAD SHX Text

By

AutoCAD SHX Text

Date

AutoCAD SHX Text

THE GOLD STAR

AutoCAD SHX Text

MEMORIAL HIGHWAY

AutoCAD SHX Text

Portland, ME 04102

AutoCAD SHX Text

TEL (207) 871-7771

AutoCAD SHX Text

FAX (207) 879-5567

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

JRN

AutoCAD SHX Text

BMB

AutoCAD SHX Text

JHM

AutoCAD SHX Text

SRT

AutoCAD SHX Text

4/15/2019

AutoCAD SHX Text

4/15/2019

AutoCAD SHX Text

4/15/2019

AutoCAD SHX Text

4/15/2019

AutoCAD SHX Text


AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text



AutoCAD SHX Text

%%uLEGEND%%u

AutoCAD SHX Text

= CONSTRUCTION SIGN

AutoCAD SHX Text

= FLASHING ARROW BOARD

AutoCAD SHX Text

= PORTABLE - CHANGEABLE MESSAGE SIGN

AutoCAD SHX Text

5'

AutoCAD SHX Text

300'

AutoCAD SHX Text

SYEL

AutoCAD SHX Text

LANE 2

AutoCAD SHX Text

LANE 3

AutoCAD SHX Text

LANE 1

AutoCAD SHX Text

840'

AutoCAD SHX Text

1600'

AutoCAD SHX Text

840'

AutoCAD SHX Text

CS-33

AutoCAD SHX Text

WORK AREA

AutoCAD SHX Text

WATCH FOR TRUCKS

AutoCAD SHX Text


AutoCAD SHX Text

1000'

AutoCAD SHX Text

W4-2 (L)

AutoCAD SHX Text

1600'

AutoCAD SHX Text

500'

AutoCAD SHX Text

W20-5a (L)

AutoCAD SHX Text

2600'

AutoCAD SHX Text

1 MILE

AutoCAD SHX Text

WORK

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

2'

AutoCAD SHX Text

ALL SIGNS ARE TO BE MOUNTED ON EASELS.

AutoCAD SHX Text


AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

1.

AutoCAD SHX Text

2.

AutoCAD SHX Text

SHLDR.

AutoCAD SHX Text

600'

AutoCAD SHX Text

2'

AutoCAD SHX Text

200'

AutoCAD SHX Text

W4-2 (L)

AutoCAD SHX Text

260'

AutoCAD SHX Text

5'

AutoCAD SHX Text

420'

AutoCAD SHX Text

SYEL

AutoCAD SHX Text

WORK AREA

AutoCAD SHX Text

LANE 2

AutoCAD SHX Text

LANE 3

AutoCAD SHX Text

LANE 1

AutoCAD SHX Text

1600'

AutoCAD SHX Text

840'

AutoCAD SHX Text

1600'

AutoCAD SHX Text

840'

AutoCAD SHX Text

CS-33

AutoCAD SHX Text

WORK AREA

AutoCAD SHX Text

WATCH FOR TRUCKS

AutoCAD SHX Text


AutoCAD SHX Text

1000'

AutoCAD SHX Text

W4-2 (L)

AutoCAD SHX Text

1600'

AutoCAD SHX Text

500'

AutoCAD SHX Text

W20-5a (L)

AutoCAD SHX Text

2600'

AutoCAD SHX Text

1 MILE

AutoCAD SHX Text

WORK

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

2'

AutoCAD SHX Text

SHLDR.

AutoCAD SHX Text

2'

AutoCAD SHX Text

W4-2 (L)

AutoCAD SHX Text

260'

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

LEFT LANES

AutoCAD SHX Text

2

AutoCAD SHX Text

1/2 MILE

AutoCAD SHX Text

2'

AutoCAD SHX Text

1000'

AutoCAD SHX Text

W1-4 (R)

AutoCAD SHX Text

W1-4 (L)

AutoCAD SHX Text

1000'

AutoCAD SHX Text

12'

AutoCAD SHX Text

12'

AutoCAD SHX Text

5'

AutoCAD SHX Text

300'

AutoCAD SHX Text

SYEL

AutoCAD SHX Text

SWEL

AutoCAD SHX Text

BWLL

AutoCAD SHX Text

WORK AREA

AutoCAD SHX Text


AutoCAD SHX Text

LANE 2

AutoCAD SHX Text

LANE 3

AutoCAD SHX Text

12'

AutoCAD SHX Text

BWLL

AutoCAD SHX Text

LANE 1

AutoCAD SHX Text

840'

AutoCAD SHX Text

1600'

AutoCAD SHX Text

840'

AutoCAD SHX Text

CS-33

AutoCAD SHX Text

WORK AREA

AutoCAD SHX Text

WATCH FOR TRUCKS

AutoCAD SHX Text


AutoCAD SHX Text

1000'

AutoCAD SHX Text

W4-2 (R)

AutoCAD SHX Text

1600'

AutoCAD SHX Text

500'

AutoCAD SHX Text

W20-5a (R)

AutoCAD SHX Text

2600'

AutoCAD SHX Text

1 MILE

AutoCAD SHX Text

WORK

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

W20-1

AutoCAD SHX Text

SHLDR.

AutoCAD SHX Text

%%uPAVING - LANE 3%%u

AutoCAD SHX Text

600'

AutoCAD SHX Text

2'

AutoCAD SHX Text

200'

AutoCAD SHX Text

W4-2 (R)

AutoCAD SHX Text

260'

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

RIGHT LANES

AutoCAD SHX Text

2

AutoCAD SHX Text

1/2 MILE

AutoCAD SHX Text

300'

AutoCAD SHX Text

200'

AutoCAD SHX Text

2'

AutoCAD SHX Text

SHLDR.

AutoCAD SHX Text

SHLDR.

AutoCAD SHX Text

SHLDR.

AutoCAD SHX Text

R2-12

AutoCAD SHX Text

SPEED

AutoCAD SHX Text

WORK

AutoCAD SHX Text

ZONE

AutoCAD SHX Text

END

AutoCAD SHX Text

LIMIT

AutoCAD SHX Text

R2-12

AutoCAD SHX Text

SPEED

AutoCAD SHX Text

WORK

AutoCAD SHX Text

ZONE

AutoCAD SHX Text

END

AutoCAD SHX Text

LIMIT

AutoCAD SHX Text

R2-12

AutoCAD SHX Text

SPEED

AutoCAD SHX Text

WORK

AutoCAD SHX Text

ZONE

AutoCAD SHX Text

END

AutoCAD SHX Text

LIMIT

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

LEFT LANES

AutoCAD SHX Text

1/2 MILE

AutoCAD SHX Text

800'

AutoCAD SHX Text

800'

AutoCAD SHX Text

800'

AutoCAD SHX Text

800'

AutoCAD SHX Text

1300'

AutoCAD SHX Text

800'

AutoCAD SHX Text

W3-5

AutoCAD SHX Text

W3-4

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SIGNS SHALL BE USED DURING STOPPAGE OF TRAFFIC.

AutoCAD SHX Text

3.

AutoCAD SHX Text

CS-11

AutoCAD SHX Text

STOPPING ON

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

NO

AutoCAD SHX Text

800'

AutoCAD SHX Text

R4-9

AutoCAD SHX Text

IN

AutoCAD SHX Text

STAY

AutoCAD SHX Text

LANE

AutoCAD SHX Text

300'

AutoCAD SHX Text

300'

AutoCAD SHX Text

LIMIT

AutoCAD SHX Text

SPEED

AutoCAD SHX Text

DOUBLE

AutoCAD SHX Text

FINES

AutoCAD SHX Text

50

AutoCAD SHX Text

ZONE

AutoCAD SHX Text

WORK

AutoCAD SHX Text

W8-11

AutoCAD SHX Text

UNEVEN

AutoCAD SHX Text

LANES

AutoCAD SHX Text

1300'

AutoCAD SHX Text

CS-11

AutoCAD SHX Text

STOPPING ON

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

NO

AutoCAD SHX Text

R4-9

AutoCAD SHX Text

IN

AutoCAD SHX Text

STAY

AutoCAD SHX Text

LANE

AutoCAD SHX Text

300'

AutoCAD SHX Text

300'

AutoCAD SHX Text

LIMIT

AutoCAD SHX Text

SPEED

AutoCAD SHX Text

DOUBLE

AutoCAD SHX Text

FINES

AutoCAD SHX Text

50

AutoCAD SHX Text

ZONE

AutoCAD SHX Text

WORK

AutoCAD SHX Text

W8-11

AutoCAD SHX Text

UNEVEN

AutoCAD SHX Text

LANES

AutoCAD SHX Text

1300'

AutoCAD SHX Text

CS-11

AutoCAD SHX Text

STOPPING ON

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

NO

AutoCAD SHX Text

R4-9

AutoCAD SHX Text

IN

AutoCAD SHX Text

STAY

AutoCAD SHX Text

LANE

AutoCAD SHX Text

300'

AutoCAD SHX Text

300'

AutoCAD SHX Text

LIMIT

AutoCAD SHX Text

SPEED

AutoCAD SHX Text

DOUBLE

AutoCAD SHX Text

FINES

AutoCAD SHX Text

50

AutoCAD SHX Text

ZONE

AutoCAD SHX Text

WORK

AutoCAD SHX Text

UNEVEN

AutoCAD SHX Text

LANES

AutoCAD SHX Text

800'

AutoCAD SHX Text

800'

AutoCAD SHX Text

W3-5

AutoCAD SHX Text

W3-5

AutoCAD SHX Text

(1 MILE)

AutoCAD SHX Text

CS-3

AutoCAD SHX Text

(SEE

AutoCAD SHX Text

NOTE 3)

AutoCAD SHX Text

(SEE

AutoCAD SHX Text

NOTE 3)

AutoCAD SHX Text

R2-6aP

AutoCAD SHX Text

R2-1

AutoCAD SHX Text

G2O-5aP

AutoCAD SHX Text

R2-6aP

AutoCAD SHX Text

R2-1

AutoCAD SHX Text

G2O-5aP

AutoCAD SHX Text

CS-3

AutoCAD SHX Text

(SEE

AutoCAD SHX Text

NOTE 3)

AutoCAD SHX Text

W3-4

AutoCAD SHX Text

NOTE 3)

AutoCAD SHX Text

(SEE

AutoCAD SHX Text

W20-1

AutoCAD SHX Text

(1 MILE)

AutoCAD SHX Text

12'

AutoCAD SHX Text

12'

AutoCAD SHX Text

SYEL

AutoCAD SHX Text

SWEL

AutoCAD SHX Text

BWLL

AutoCAD SHX Text

12'

AutoCAD SHX Text

BWLL

AutoCAD SHX Text

12'

AutoCAD SHX Text

12'

AutoCAD SHX Text

SYEL

AutoCAD SHX Text

SWEL

AutoCAD SHX Text

BWLL

AutoCAD SHX Text

12'

AutoCAD SHX Text

BWLL

AutoCAD SHX Text

CS-3

AutoCAD SHX Text

(SEE

AutoCAD SHX Text

NOTE 3)

AutoCAD SHX Text

W20-1

AutoCAD SHX Text

(1 MILE)

AutoCAD SHX Text

W3-4

AutoCAD SHX Text

NOTE 3)

AutoCAD SHX Text

(SEE

AutoCAD SHX Text

W8-11

AutoCAD SHX Text

WORK AREA

AutoCAD SHX Text

R2-6aP

AutoCAD SHX Text

R2-1

AutoCAD SHX Text

G2O-5aP

AutoCAD SHX Text

5

AutoCAD SHX Text

0

AutoCAD SHX Text

5

AutoCAD SHX Text

0

AutoCAD SHX Text

5

AutoCAD SHX Text

0

AutoCAD SHX Text

BUFFER ZONE

AutoCAD SHX Text

BUFFER ZONE

AutoCAD SHX Text

BUFFER ZONE

AutoCAD SHX Text

TRAFFIC

AutoCAD SHX Text

EXPECT

AutoCAD SHX Text

STOPPED

AutoCAD SHX Text

TRAFFIC

AutoCAD SHX Text

EXPECT

AutoCAD SHX Text

STOPPED

AutoCAD SHX Text

PREPARED

AutoCAD SHX Text

TO STOP

AutoCAD SHX Text

BE

AutoCAD SHX Text

PREPARED

AutoCAD SHX Text

TO STOP

AutoCAD SHX Text

BE

AutoCAD SHX Text

PREPARED

AutoCAD SHX Text

TO STOP

AutoCAD SHX Text

BE

AutoCAD SHX Text

TRAFFIC

AutoCAD SHX Text

EXPECT

AutoCAD SHX Text

STOPPED

AutoCAD SHX Text

LIMIT

AutoCAD SHX Text

SPEED

AutoCAD SHX Text

LIMIT

AutoCAD SHX Text

SPEED

AutoCAD SHX Text

LIMIT

AutoCAD SHX Text

SPEED

AutoCAD SHX Text

=

AutoCAD SHX Text

DRUMS SPACED AT

AutoCAD SHX Text

80' INTERVALS ON TANGENTS

AutoCAD SHX Text

40' INTERVALS ON TAPERS

AutoCAD SHX Text

MAINE TURNPIKE

AutoCAD SHX Text

MAINE TURNPIKE

AutoCAD SHX Text

MAINE TURNPIKE

AutoCAD SHX Text

Designed by:

AutoCAD SHX Text

No.

AutoCAD SHX Text

Revision

AutoCAD SHX Text

Date

AutoCAD SHX Text

By

AutoCAD SHX Text

Date

AutoCAD SHX Text

By

AutoCAD SHX Text

CONTRACT: 2019.01

AutoCAD SHX Text

Drawn

AutoCAD SHX Text

Designed

AutoCAD SHX Text

SHEET NUMBER: T-4

AutoCAD SHX Text

11 of 15

AutoCAD SHX Text

Scale:

AutoCAD SHX Text

Checked

AutoCAD SHX Text

In Charge of

AutoCAD SHX Text

By

AutoCAD SHX Text

Date

AutoCAD SHX Text

THE GOLD STAR

AutoCAD SHX Text

MEMORIAL HIGHWAY

AutoCAD SHX Text

Portland, ME 04102

AutoCAD SHX Text

TEL (207) 871-7771

AutoCAD SHX Text

FAX (207) 879-5567

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

JRN

AutoCAD SHX Text

BMB

AutoCAD SHX Text

JHM

AutoCAD SHX Text

SRT

AutoCAD SHX Text

4/15/2019

AutoCAD SHX Text

4/15/2019

AutoCAD SHX Text

4/15/2019

AutoCAD SHX Text

4/15/2019

AutoCAD SHX Text


AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text



AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

= CONSTRUCTION SIGN

AutoCAD SHX Text

= WORK AREA

AutoCAD SHX Text

NO

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

STOPPING ON

AutoCAD SHX Text

500'

AutoCAD SHX Text

CS-11

AutoCAD SHX Text

DRUMS SPACED

AutoCAD SHX Text

@ 80' INTERVALS (TYP.)

AutoCAD SHX Text

E5-2

AutoCAD SHX Text

500'

AutoCAD SHX Text

12'

AutoCAD SHX Text

12'

AutoCAD SHX Text

DRUMS SPACED

AutoCAD SHX Text


AutoCAD SHX Text

500'

AutoCAD SHX Text

12'

AutoCAD SHX Text

12'

AutoCAD SHX Text

SHLDR.

AutoCAD SHX Text

SHLDR.

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

= DRUM

AutoCAD SHX Text

(2)

AutoCAD SHX Text

(1)

AutoCAD SHX Text

(2)

AutoCAD SHX Text

(1)

AutoCAD SHX Text

SHLDR.

AutoCAD SHX Text

SHLDR.

AutoCAD SHX Text

W8-11

AutoCAD SHX Text

UNEVEN

AutoCAD SHX Text

LANES

AutoCAD SHX Text

CS4-9P

AutoCAD SHX Text

W8-11

AutoCAD SHX Text

UNEVEN

AutoCAD SHX Text

LANES

AutoCAD SHX Text

IN

AutoCAD SHX Text

STAY

AutoCAD SHX Text

LANE

AutoCAD SHX Text

R1-1*

AutoCAD SHX Text

W3-1

AutoCAD SHX Text

DRUMS SPACED

AutoCAD SHX Text


AutoCAD SHX Text

EXIT

AutoCAD SHX Text

AHEAD

AutoCAD SHX Text

OPEN

AutoCAD SHX Text

CS-19

AutoCAD SHX Text

500'

AutoCAD SHX Text

= PORTABLE - CHANGEABLE MESSAGE SIGN

AutoCAD SHX Text

500'

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

AHEAD

AutoCAD SHX Text

WORK

AutoCAD SHX Text

W20-1

AutoCAD SHX Text

W3-2

AutoCAD SHX Text

R1-2*

AutoCAD SHX Text

YIELD

AutoCAD SHX Text

(SEE NOTE 4)

AutoCAD SHX Text

(SEE NOTE 5)

AutoCAD SHX Text

OPEN

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

500'

AutoCAD SHX Text

1. FOR SIGN DETAILS, SEE SIGN SUMMARY SHEETS. 2. ALL SIGNS ARE TO BE MOUNTED ON EASELS. 3. LANE CLOSURES AT ENTRANCE AND EXIT RAMPS MAY BE COMBINED IF APPROVED BY THE RESIDENT. 4. WITH LANE 1 CLOSED, AND LANE 2 AND ENTERING RAMP OPEN, USE THIS DETAIL WITH YIELD SIGN. 5. WITH LANE 1 CLOSED, AND LANE 2 AND EXITING RAMP OPEN, USE THIS DETAIL.

AutoCAD SHX Text

LANE 1 CLOSED TRAFFIC IN LANE 2 ENTERING RAMP OPEN

AutoCAD SHX Text

LANE 1 CLOSED TRAFFIC IN LANE 2 EXITING RAMP OPEN

AutoCAD SHX Text

*MUST BE 5' MUST BE 5' ABOVE PAVEMENT

AutoCAD SHX Text

W20-5L

AutoCAD SHX Text

LEFT LANE CLOSED AHEAD

AutoCAD SHX Text

Designed by:

AutoCAD SHX Text

No.

AutoCAD SHX Text

Revision

AutoCAD SHX Text

Date

AutoCAD SHX Text

By

AutoCAD SHX Text

Date

AutoCAD SHX Text

By

AutoCAD SHX Text

CONTRACT: 2019.01

AutoCAD SHX Text

Drawn

AutoCAD SHX Text

Designed

AutoCAD SHX Text

SHEET NUMBER: T-5

AutoCAD SHX Text

12 of 15

AutoCAD SHX Text

Scale:

AutoCAD SHX Text

Checked

AutoCAD SHX Text

In Charge of

AutoCAD SHX Text

By

AutoCAD SHX Text

Date

AutoCAD SHX Text

THE GOLD STAR

AutoCAD SHX Text

MEMORIAL HIGHWAY

AutoCAD SHX Text

Portland, ME 04102

AutoCAD SHX Text

TEL (207) 871-7771

AutoCAD SHX Text

FAX (207) 879-5567

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

JRN

AutoCAD SHX Text

BMB

AutoCAD SHX Text

JHM

AutoCAD SHX Text

SRT

AutoCAD SHX Text

4/15/2019

AutoCAD SHX Text

4/15/2019

AutoCAD SHX Text

4/15/2019

AutoCAD SHX Text

4/15/2019

AutoCAD SHX Text

PAVEMENT REHABILITATION MAINTENANCE OF TRAFFIC TRAFFIC CONTROL DETAILS 5

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text



AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

18"

AutoCAD SHX Text

DRUMS SPACED

AutoCAD SHX Text


AutoCAD SHX Text

= CONSTRUCTION SIGN

AutoCAD SHX Text

= WORK AREA

AutoCAD SHX Text

ACCELERATION LANE

AutoCAD SHX Text

1/2 LENGTH

AutoCAD SHX Text

500'

AutoCAD SHX Text

W4-1

AutoCAD SHX Text

12'

AutoCAD SHX Text

12'

AutoCAD SHX Text

SHLDR.

AutoCAD SHX Text

NO

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

STOPPING ON

AutoCAD SHX Text

500'

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CS-11

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E5-2

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500'

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12'

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12'

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2'

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DECELERATION LANE

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1/2 LENGTH

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LEGEND

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= DRUM

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SHLDR.

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SHLDR.

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SHLDR.

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CONTRACTOR SHALL BE REQUIRED TO KEEP

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1/2 OF LENGTH OPEN AT ALL TIMES.

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CONTRACTOR SHALL RELOCATE CONSTRUCTION

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SIGNS AS DIRECTED BY THE RESIDENT.

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CS4-9P

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W8-11

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UNEVEN

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LANES

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IN

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STAY

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LANE

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R1-1

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W3-1

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DRUMS SPACED @ 35' C TO C

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SEE NOTE 4

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SEE NOTE 5

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DRUMS SPACED @ 35' C TO C

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(2)

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(1)

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(2)

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(1)

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EXIT

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E5-1

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= PORTABLE - CHANGEABLE NESSAGE SIGN

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300'

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500'

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%%uTRAFFIC IN LANE 1%%u

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%%uENTERING RAMP OPEN%%u

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(SEE NOTE 4)

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%%uTRAFFIC IN LANE 1%%u

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%%uEXITING RAMP OPEN%%u

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(SEE NOTE 5)

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CONTRACTOR SHALL BE REQUIRED TO KEEP 1/2 OF

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LENGTH OPEN AT ALL TIMES.

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CONTRACTOR SHALL RELOCATE CONSTRUCTION

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SIGNS AS DIRECTED BY THE RESIDENT.

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%%uLANE 2 CLOSED%%u

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%%uLANE 2 CLOSED%%u

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1. FOR SIGN DETAILS, SEE SIGN SUMMARY SHEETS. 2. ALL SIGNS ARE TO BE MOUNTED ON EASELS. 3. LANE CLOSURES AT ENTRANCE AND EXIT RAMPS MAY BE COMBINED IF APPROVED BY THE RESIDENT. 4. WITH LANE 2 CLOSED, AND LANE 1 AND ENTERING RAMP OPEN, USE THIS DETAIL WITH STOP SIGN. 5. WITH LANE 2 CLOSED, AND LANE 1 AND EXITING RAMP OPEN, USE THIS DETAIL.

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EXIT OPEN AHEAD

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*MUST BE 5' MUST BE 5' ABOVE PAVEMENT

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500'

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ROAD

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AHEAD

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WORK

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W20-1

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W20-5R

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RIGHT LANE CLOSED AHEAD

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*

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*

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Designed by:

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No.

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Revision

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Date

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By

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Date

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By

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CONTRACT: 2019.01

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Drawn

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Designed

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SHEET NUMBER: T-6

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13 of 15

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Scale:

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Checked

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In Charge of

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By

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Date

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THE GOLD STAR

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MEMORIAL HIGHWAY

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Portland, ME 04102

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TEL (207) 871-7771

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FAX (207) 879-5567

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AutoCAD SHX Text


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JRN

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BMB

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JHM

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SRT

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4/15/2019

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4/15/2019

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4/15/2019

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4/15/2019

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NOT TO SCALE

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HEIGHT

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SIZE OF SIGN

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IDENTIFI-

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CATION

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NUMBER

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WIDTH

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RTE. MKR.

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TEXT

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SPACING

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VERTICAL

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TEXT DIMENSIONS (INCHES)

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LETTER

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HEIGHT

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ARROW

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GROUND

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BACK-

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REQUIRED

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SIGNS

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OF

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NUMBER

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BORDER

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LEGEND

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COLOR

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AREA IN

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FEET

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SQUARE

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BORDER

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RADIUS

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48"

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24"

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4.5"

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6"

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6"

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4

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48"

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60"

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6

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20.00

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13.50

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4

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6"

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6"

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6"

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6"

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4.5"

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4.5"

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4.5"

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54"

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R2-12

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36"

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24"

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G20-2

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48"

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4

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8.00

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48"

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48"

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W4-2R

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W4-2L

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48"

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48"

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8

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8

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16.00

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16.00

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48"

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48"

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4

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16.00

AutoCAD SHX Text

4

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48"

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24"

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24"

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48"

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G20-5aP

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4

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48"

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W1-4L

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48"

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2

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16.00

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48"

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W1-4R

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48"

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2

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16.00

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48"

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48"

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HEIGHT

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SIZE OF SIGN

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IDENTIFI-

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CATION

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NUMBER

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WIDTH

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RTE. MKR.

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TEXT

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SPACING

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VERTICAL

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AutoCAD SHX Text

LETTER

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HEIGHT

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ARROW

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GROUND

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BACK-

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REQUIRED

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SIGNS

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OF

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NUMBER

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BORDER

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LEGEND

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COLOR

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AREA IN

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FEET

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SQUARE

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BORDER

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RADIUS

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X

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X

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8.00

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W3-4

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(120)

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(54)

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(128)

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(128)

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(64)

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8.00

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(32)

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(32)

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(32)

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(32)

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8.00

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(32)

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R2-6aP

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TEXT DIMENSIONS SHALL

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CONFORM TO "2004 EDITION -

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STANDARD HIGHWAY SIGNS -

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2012 SUPPLEMENT"

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COLORS SHALL

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CONFORM TO "2004 EDITION

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-STANDARD HIGHWAY SIGNS

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-2012 SUPPLEMENT"

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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

2012 SUPPLEMENT"

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COLORS SHALL

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-2012 SUPPLEMENT"

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FINES

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DOUBLED

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SPEED

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LIMIT

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SPEED

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ZONE

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END

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WORK

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ROAD WORK

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END

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PREPARED

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TO STOP

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BE

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ROAD WORK

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WORK

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ZONE

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SPEED

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LIMIT

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XX

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6"

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4.5"

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LIMIT

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R2-1

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(50)

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NEXT 3 MILES

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G20-1

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(32)

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W3-5

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(50)

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16.00

AutoCAD SHX Text

(64)

AutoCAD SHX Text

4

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R1-2

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60"

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60"

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60"

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2

AutoCAD SHX Text

WHITE

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RED

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12.50

AutoCAD SHX Text

(25)

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YIELD

AutoCAD SHX Text

R1-1

AutoCAD SHX Text

3

AutoCAD SHX Text

48"

AutoCAD SHX Text

48"

AutoCAD SHX Text

16.00

AutoCAD SHX Text

RED

AutoCAD SHX Text

WHITE

AutoCAD SHX Text

(48)

AutoCAD SHX Text

60"

AutoCAD SHX Text

72"

AutoCAD SHX Text

3

AutoCAD SHX Text

E5-1

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30.00

AutoCAD SHX Text

(90)

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EXIT

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48"

AutoCAD SHX Text

48"

AutoCAD SHX Text

3

AutoCAD SHX Text

W3-1

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48"

AutoCAD SHX Text

W3-2a

AutoCAD SHX Text

48"

AutoCAD SHX Text

3

AutoCAD SHX Text

16.00

AutoCAD SHX Text

16.00

AutoCAD SHX Text

ORANGE

AutoCAD SHX Text

BLACK

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ORANGE

AutoCAD SHX Text

BLACK

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(48)

AutoCAD SHX Text

(48)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

2012 SUPPLEMENT"

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GREEN

AutoCAD SHX Text

WHITE

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48"

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60"

AutoCAD SHX Text

3

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ORANGE

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BLACK

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CS5-2

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20.00

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(60)

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EXIT OPEN AHEAD

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(AHEAD)

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Designed by:

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No.

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Revision

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Date

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By

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Date

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By

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CONTRACT: 2019.01

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Drawn

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Designed

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SHEET NUMBER: T-7

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14 of 15

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Scale:

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Checked

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In Charge of

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By

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Date

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THE GOLD STAR

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MEMORIAL HIGHWAY

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Portland, ME 04102

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TEL (207) 871-7771

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FAX (207) 879-5567

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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

JRN

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BMB

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JHM

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SRT

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4/15/2019

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4/15/2019

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4/15/2019

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4/15/2019

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PAVEMENT REHABILITATION SIGN SUMMARY 1

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NOT TO SCALE

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AutoCAD SHX Text

48"

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48"

AutoCAD SHX Text

8

AutoCAD SHX Text

16.00

AutoCAD SHX Text

W8-1

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48"

AutoCAD SHX Text

48"

AutoCAD SHX Text

4

AutoCAD SHX Text

16.00

AutoCAD SHX Text

W8-11

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(128)

AutoCAD SHX Text

(64)

AutoCAD SHX Text

BUMP

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UNEVEN

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LANES

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48"

AutoCAD SHX Text

(1/2 MILE)

AutoCAD SHX Text

W20-5L

AutoCAD SHX Text

48"

AutoCAD SHX Text

48"

AutoCAD SHX Text

48"

AutoCAD SHX Text

8

AutoCAD SHX Text

16.00

AutoCAD SHX Text

W8-15

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30"

AutoCAD SHX Text

24"

AutoCAD SHX Text

W8-15P

AutoCAD SHX Text

8

AutoCAD SHX Text

48"

AutoCAD SHX Text

W20-1

AutoCAD SHX Text

(1 MILE)

AutoCAD SHX Text

48"

AutoCAD SHX Text

4

AutoCAD SHX Text

16.00

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text

SIZE OF SIGN

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IDENTIFI-

AutoCAD SHX Text

CATION

AutoCAD SHX Text

NUMBER

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WIDTH

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RTE. MKR.

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TEXT

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SPACING

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VERTICAL

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AutoCAD SHX Text

LETTER

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HEIGHT

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ARROW

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GROUND

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BACK-

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REQUIRED

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SIGNS

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OF

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NUMBER

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BORDER

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LEGEND

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COLOR

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AREA IN

AutoCAD SHX Text

FEET

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SQUARE

AutoCAD SHX Text

BORDER

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RADIUS

AutoCAD SHX Text

48"

AutoCAD SHX Text

CS-3

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48"

AutoCAD SHX Text

4"

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6"

AutoCAD SHX Text

6"

AutoCAD SHX Text

6"

AutoCAD SHX Text

4"

AutoCAD SHX Text

ORANGE

AutoCAD SHX Text

4

AutoCAD SHX Text

16.00

AutoCAD SHX Text

BLACK

AutoCAD SHX Text

48"

AutoCAD SHX Text

48"

AutoCAD SHX Text

4"

AutoCAD SHX Text

6"

AutoCAD SHX Text

6"

AutoCAD SHX Text

6"

AutoCAD SHX Text

4"

AutoCAD SHX Text

ORANGE

AutoCAD SHX Text

1

AutoCAD SHX Text

16.00

AutoCAD SHX Text

BLACK

AutoCAD SHX Text

CS-11

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48"

AutoCAD SHX Text

48"

AutoCAD SHX Text

(128)

AutoCAD SHX Text

(64)

AutoCAD SHX Text

(64)

AutoCAD SHX Text

(AHEAD)

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text

SIZE OF SIGN

AutoCAD SHX Text

IDENTIFI-

AutoCAD SHX Text

CATION

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

RTE. MKR.

AutoCAD SHX Text

TEXT

AutoCAD SHX Text

SPACING

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VERTICAL

AutoCAD SHX Text


AutoCAD SHX Text

LETTER

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HEIGHT

AutoCAD SHX Text

ARROW

AutoCAD SHX Text

GROUND

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BACK-

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REQUIRED

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SIGNS

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OF

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NUMBER

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BORDER

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LEGEND

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COLOR

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AREA IN

AutoCAD SHX Text

FEET

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SQUARE

AutoCAD SHX Text

BORDER

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RADIUS

AutoCAD SHX Text

96"

AutoCAD SHX Text

36"

AutoCAD SHX Text

CS-33

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4"

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6"

AutoCAD SHX Text

6"

AutoCAD SHX Text

6"

AutoCAD SHX Text

4"

AutoCAD SHX Text

2

AutoCAD SHX Text

ORANGE

AutoCAD SHX Text

BLACK

AutoCAD SHX Text

24.00

AutoCAD SHX Text

(48)

AutoCAD SHX Text

W20-5R

AutoCAD SHX Text

(1/2 MILE)

AutoCAD SHX Text

(AHEAD)

AutoCAD SHX Text

48"

AutoCAD SHX Text

48"

AutoCAD SHX Text

W21-5aR

AutoCAD SHX Text

2

AutoCAD SHX Text

16.00

AutoCAD SHX Text

(32)

AutoCAD SHX Text

48"

AutoCAD SHX Text

48"

AutoCAD SHX Text

W21-5aL

AutoCAD SHX Text

2

AutoCAD SHX Text

16.00

AutoCAD SHX Text

(32)

AutoCAD SHX Text

48"

AutoCAD SHX Text

48"

AutoCAD SHX Text

2

AutoCAD SHX Text

16.00

AutoCAD SHX Text

(32)

AutoCAD SHX Text

48"

AutoCAD SHX Text

48"

AutoCAD SHX Text

2

AutoCAD SHX Text

16.00

AutoCAD SHX Text

(32)

AutoCAD SHX Text

W21-5bL

AutoCAD SHX Text

(1000 FT)

AutoCAD SHX Text

W21-5bR

AutoCAD SHX Text

(1000 FT)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

2012 SUPPLEMENT"

AutoCAD SHX Text

COLORS SHALL

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

-2012 SUPPLEMENT"

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XXX

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CLOSED

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LEFT LANE

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GROOVED

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PAVEMENT

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

WORK

AutoCAD SHX Text

XXX

AutoCAD SHX Text

EXPECT

AutoCAD SHX Text

TRAFFIC

AutoCAD SHX Text

STOPPED

AutoCAD SHX Text

PAVEMENT

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NO

AutoCAD SHX Text

STOPPING ON

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XXX

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

RIGHT LANE

AutoCAD SHX Text

WATCH FOR TRUCKS

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AutoCAD SHX Text

WORK AREA

AutoCAD SHX Text

RIGHT

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

LEFT

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

RIGHT

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

1000 FT

AutoCAD SHX Text

LEFT

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

1000 FT

AutoCAD SHX Text

5.00

AutoCAD SHX Text

(140)

AutoCAD SHX Text

(16)

AutoCAD SHX Text

48"

AutoCAD SHX Text

48"

AutoCAD SHX Text

CS-53R

AutoCAD SHX Text

6

AutoCAD SHX Text

16.00

AutoCAD SHX Text

(96)

AutoCAD SHX Text

48"

AutoCAD SHX Text

48"

AutoCAD SHX Text

W4-1

AutoCAD SHX Text

4

AutoCAD SHX Text

16.00

AutoCAD SHX Text

(48)

AutoCAD SHX Text

ORANGE

AutoCAD SHX Text

BLACK

AutoCAD SHX Text

LOW

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

48"

AutoCAD SHX Text

48"

AutoCAD SHX Text

W8-9

AutoCAD SHX Text

8

AutoCAD SHX Text

16.00

AutoCAD SHX Text

(128)

AutoCAD SHX Text

4

AutoCAD SHX Text

4

AutoCAD SHX Text

4

AutoCAD SHX Text

4

AutoCAD SHX Text

16.00

AutoCAD SHX Text

(64)

AutoCAD SHX Text

(64)

AutoCAD SHX Text

16.00

AutoCAD SHX Text

(64)

AutoCAD SHX Text

(64)

AutoCAD SHX Text

48"

AutoCAD SHX Text

48"

AutoCAD SHX Text

CS-53L

AutoCAD SHX Text

6

AutoCAD SHX Text

16.00

AutoCAD SHX Text

(96)

AutoCAD SHX Text

TEXT DIMENSIONS SHALL CONFORM TO "2004 EDITION - STANDARD HIGHWAY SIGNS - 2012 SUPPLEMENT"

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COLORS SHALL CONFORM TO "2004 EDITION -STANDARD HIGHWAY SIGNS -2012 SUPPLEMENT"

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Designed by:

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No.

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Revision

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Date

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By

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Date

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By

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CONTRACT: 2019.01

AutoCAD SHX Text

Drawn

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Designed

AutoCAD SHX Text

SHEET NUMBER: T-8

AutoCAD SHX Text

15 of 15

AutoCAD SHX Text

Scale:

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Checked

AutoCAD SHX Text

In Charge of

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By

AutoCAD SHX Text

Date

AutoCAD SHX Text

THE GOLD STAR

AutoCAD SHX Text

MEMORIAL HIGHWAY

AutoCAD SHX Text

Portland, ME 04102

AutoCAD SHX Text

TEL (207) 871-7771

AutoCAD SHX Text

FAX (207) 879-5567

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

JRN

AutoCAD SHX Text

BMB

AutoCAD SHX Text

JHM

AutoCAD SHX Text

SRT

AutoCAD SHX Text

4/15/2019

AutoCAD SHX Text

4/15/2019

AutoCAD SHX Text

4/15/2019

AutoCAD SHX Text

4/15/2019

AutoCAD SHX Text

PAVEMENT REHABILITATION SIGN SUMMARY 2

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NOT TO SCALE

AutoCAD SHX Text


Documents

Revision2360 Congress StreetJRNBMBJHMSRT · 300' 1000' 12' 12' 4' 9' 1120' 400' work area \⠀吀䄀倀䔀刀 吀夀倀⸀尩. drums spaced @ 40' intervals. flashing arrow board

Revision2360 Congress StreetJRNBMBJHMSRT · 300' 1000' 12' 12' 4' 9' 1120' 400' work area \⠀吀䄀倀䔀刀吀夀倀⸀尩. drums spaced @ 40' intervals. flashing arrow board