THE GOLD STAR MEMORIAL HIGHWAY

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Gilbert Charles
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By Date By Date Designed Drawn WPM 02/17 Checked WPM 02/17 In Charge of DAM 02/17 RAL 02/17 HNTB CORPORATION 340 County Road, Suite 6-C

2 Filenam e: 002_Estim ated Quantities.dgn Date:2/24/2017 Scale: No. Revision By Date Designed by: CONSULTANT PROJECT MANAGER: Dale A. Mitchell, P.E. By Date By Date Designed Drawn WPM 02/17 Checked WPM 02/17 In Charge of DAM 02/17 RAL 02/17 HNTB CORPORATION 340 County Road, Suite 6-C Westbrook, ME TEL (207) FAX (207) THE GOLD STAR MEMORIAL HIGHWAY MTA PROJECT MANAGER: Ralph Norwood, P.E., PTOE CONTRACT: CUMBERLAND AND GRAY SERVICE PLAZAS ESTIMATED QUANTITIES AND EARTHWORK SUMMARY SHEET NUMBER: ES-01 2 OF65

14 EXISTING CONCRETE FOUNDATION REMOVE AND DISPOSE OR STACK

25 É BRG. ABUTMENT 1 Filenam e: 025_Plan View.dgn Date:2/24/2017 Scale: BLACKSTRAP ROAD NOTES: THE TOP AND SIDE CAPS. I-95 SOUTHBOUND SIDE CONCRETE CAPS SHALL BE EPOXY COATED. No. Revision By Date Designed by: CONSULTANT PROJECT MANAGER: Dale A. Mitchell, P.E. Designed Drawn PROPOSED SHOULDER FROM THE BOTTOM OF PIER CAP TO 6" BELOW PROPOSED GRADE. ACCELERATION LANE HJW HJW TRAVEL LANE PASSING LANE EXISTING SHOULDER 1. APPLY ITEM , PIGMENTED PROTECTIVE COATING FOR CONCRETE SURFACES TO THE FACES OF PIER NO. 1 ADJACENT TO THE PROPOSED PIER PROTECTION CONCRETE BARRIER 2. APPLY ITEM , CLEAR PROTECTIVE COATING FOR CONCRETE SURFACES TO ALL EXPOSED SURFACES OF THE PROPOSED PIER PROTECTION CONCRETE BARRIER, INCLUDING 3. ALL REINFORCING BARS IN THE PIER PROTECTION CONCRETE BARRIER AND THE TOP AND 4. PIER PROTECTION CONCRETE BARRIER SHALL BE PAID FOR UNDER ITEM By Date By Date 02/17 Checked AES 02/17 02/17 In Charge of TEMPORARY EARTH SUPPORT SYSTEM AS REQUIRED (LIMITS SHOWN ARE APPROXIMATE AND ARE SUBJECT TO CONTRACTORS MEANS AND METHODS) É MAINE TURNPIKE RAL COMPLETENESS AND ACCURACY OF THESE PLANS IS NOT GUARANTEED. UNLESS OTHERWISE INCLUDED IN THESE PLANS. PAY ITEM SHOULDERS. LANE SHIFTS ARE NOT PERMITTED. 02/17 2'-0" 12'-0" 12'-0" 12'-0" HNTB CORPORATION 340 County Road, Suite 6-C Westbrook, ME TEL (207) FAX (207) '-0" PLAN 1' = 10'-0" EXISTING PIER (TYP.) 5. COPIES OF AS-BUILT PLANS ARE POSTED ON THE MAINE TURNPIKE AUTHORITY WEBSITE AT THE 6. ALL DETAILS SHALL BE IN CONFORMANCE WITH MAINE DEPARTMENT OF TRANSPORTATION (MAINEDOT) STANDARD DETAILS HIGHWAY AND BRIDGES 2014 LATEST REVISIONS AND MDOT BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENT CONTROL LATEST REVISION 8. A MINIMUM OF TWO 12' LANES SHALL BE MAINTAINED AT ALL TIMES WITH A MINIMUM 2' PROPOSED PIER PROTECTION CONCRETE BARRIER TEMPORARY EARTH SUPPORT SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH SPECIAL PROVISION 511. PAYMENT FOR TEMPORARY EARTH SUPPORT SYSTEMS SHALL BE MADE UNDER THE GOLD STAR MEMORIAL HIGHWAY MATERIALS MTA PROJECT MANAGER: Ralph Norwood, P.E., PTOE CONTRACT: PROPOSED WIDENING É BRG. PIER 1 É BLACKSTRAP ROAD BRIDGE TRANSITION TYPE III É BRG. PIER 2 CONCRETE CONCRETE SHALL BE CLASS AAA. REINFORCING STEEL AASHTO M31, GRADE 60. ALL REINFORCING SHALL BE EPOXY-COATED. LIST OF ABBREVIATIONS ADDL. - ADDITIONAL APPROX. - APPROXIMATELY BOT. - BOTTOM BRG. - BEARING CL. - CLEAR É - CENTERLINE CONC. - CONCRETE CONSTR. - CONSTRUCTION EA. - EACH E.F. - EACH FACE EL. - ELEVATION EQ. - EQUAL EXIST. - EXISTING F.F. - FAR FACE JT. - JOINT MAX. - MAXIMUM CUMBERLAND AND GRAY SERVICE PLAZAS BLACKSTRAP ROAD CONCRETE BARRIER PLAN VIEW MIN. - MINIMUM MTA - MAINE TURNPIKE AUTHORITY NB - NORTHBOUND N.F. - NEAR FACE N.T.S. - NOT TO SCALE PROP. - PROPOSED RDWY. - ROADWAY SHLDR. - SHOULDER SB - SOUTHBOUND SP. - SPACES STA. - STATION T.&B. - TOP & BOTTOM TPKE. - TURNPIKE TYP. - TYPICAL U.O.N. - UNLESS OTHERWISE NOTED SHEET NUMBER: S OF65

26 REPAIR QUANTITIES SUBSTRUCTURE REPAIR PROCEDURAL NOTES: REMOVAL PROCEDURES: REPAIR OF VERTICAL SURFACES < 8 INCHES * INCLUDES 20 S.F. ADDITIONAL REPAIR QUANTITY AS A CONTINGENCY. 120 S.F.* 1. CONCRETE REPAIRS WILL BE PAID UNDER 518 ITEMS. 2. CONCRETE REPAIRS SHALL BE COMPLETED TO THE ROADWAY FACE OF PIER 1 ONLY PRIOR TO THE INSTALLATION OF CONCRETE PIER PROTECTION. REPAIRS TO ADJACENT PIER FACES SHALL BE COMPLETED IF CONTINUOUS WITH THE ROADWAY FACE REPAIRS. 1. PRIOR TO THE START OF THE CONCRETE REMOVALS, THE RESIDENT AND THE CONTRACTOR SHALL SOUND THE CONCRETE AND AGREE ON THE REMOVAL LIMITS. SHOULD THE REMOVAL AREA LIMITS APPEAR TO CHANGE DURING THE DEMOLITION PROCESS, THE CONTRACTOR SHALL NOTIFY THE RESIDENT. THE RESIDENT AND CONTRACTOR SHALL AGREE ON THE REVISED PAY LIMITS PRIOR TO THE CONTRACTOR CONTINUING REMOVALS. LEGEND 3. REPAIR AREAS WERE DETERMINED FROM THE GROUND LEVEL, THE RESIDENT AN THE CONTRACTOR SHALL SOUND THE ENTIRE ROADWAY FACE OF PIER 1 TO DETERMINE ANY ADDITIONAL REPAIR LIMITS. 2. PREFORM 1 INCH DEEP SAWCUTS ALONG LIMITS OF REMOVAL. 3. CHIP CONCRETE TO DEPTH REQUIRED PER THE MAINEDOT SPECIFICATION 518. Filenam e: 026_Sub Repairs.dgn Date:2/24/2017 LIMIT OF SURFACE PATCH REPAIR # SQUARE FOOT AREA OF REPAIR Scale: Designed by: No. Revision By Date CONSULTANT PROJECT MANAGER: Dale A. Mitchell, P.E. By Date By Date Designed Drawn AES 02/17 Checked AES 02/17 In Charge of KEB 02/17 RAL 02/17 EXISTING PIER NO HNTB CORPORATION 340 County Road, Suite 6-C Westbrook, ME TEL (207) FAX (207) PER STANDARD SPECIFICATION 518 (TYP.) ELEVATION (SUPERSTRUCTURE NOT SHOWN FOR CLARITY) " = 1'-0" LIMITS OF CONCRETE REPAIR TO CONSIST OF REMOVAL AND PLACEMENT. EXISTING REINFORCING STEEL TO REMAIN. (TYP.) 1" MIN. SAWCUT (TYP.) FACE OF PIER LIMIT OF MEASUREMENT CONCRETE SURFACE PATCH/REPAIR DETAIL N.T.S. THE GOLD STAR MEMORIAL HIGHWAY MTA PROJECT MANAGER: Ralph Norwood, P.E., PTOE CONTRACT: CONCRETE SURFACE PATCH/REPAIR PROCEDURE: 1. PREPARE AND PATCH REPAIR AREAS WITH CLASS AAA MODIFIED CONCRETE. SEE SPECIFICATIONS FOR MATERIAL, PREPARATION, PLACEMENT, AND CURING REQUIREMENTS. 2. PERFORM GENERAL FINISHING (SEE BELOW). GENERAL FINISHING: 1. ALL EXPOSED SUBSTRUCTURE SURFACES SHALL BE COATED WITH A PROTECTIVE COATING SUITABLE FOR CONCRETE SURFACES AFTER PATCHING IS COMPLETE AND PATCH MATERIALS HAVE CURED IN ACCORDANCE WITH SPECIAL PROVISION Proposed Ground CUMBERLAND AND GRAY SERVICE PLAZAS BLACKSTRAP ROAD CONCRETE BARRIER SUBSTRUCTURE REPAIRS SHEET NUMBER: S OF65

27 EXISTING PIER NO. 1 3'-0" ± 16'-6" ± Filenam e: 027_Elevation&Typ.dgn Date:2/24/2017 Scale: 1" PREFORMED EXPANSION JOINT FILLER 4" 4" ± 1'-0" 2" 3" No. Revision By Date 2'-8"(TYP.) 1'-0" (TYP.) 1" x " JOINT SEAL (TYP.) 12 ~ CB653 N.F. & CB656 F.F. SECTION A-A 1" = 1'-0" 2'-8" FACE OF PIER Designed by: CONSULTANT PROJECT MANAGER: Dale A. Mitchell, P.E. Designed Drawn 3'-6" 1 By Date By Date HJW 02/17 HJW 12'-0" 12 CRUSHED STONE CB400 OR CB401 (CENTERED) 6" O.C. (6 EACH END) SIDE CONCRETE CAP WITH 1-#4 BAR (CB402), EXTENDED 2" INTO TOP CAP 02/17 4" Checked In Charge of 2'-0" 2'-10" 4'-6" 4" ± 10'-0" AES RAL 3" SECTION B-B 1" = 1'-0" 02/17 02/17 A A FACE OF PIER 1'-0" CB400 OR CB401 (CENTERED) 1" x " JOINT SEAL (TYP.) 1" 1" PREFORMED EXPANSION JOINT FILLER (TYP.) (TYP.) HNTB CORPORATION 340 County Road, Suite 6-C Westbrook, ME TEL (207) FAX (207) '-0" ± B B ELEVATION (SUPERSTRUCTURE NOT SHOWN FOR CLARITY) " = 1'-0" CONTRACTION JOINT PROPOSED GRADE PROPOSED SUBGRADE SIDE CONCRETE CAP (TYP.) PROPOSED TOP CONCRETE CAP (SEE SECTION A-A) RIPRAP 4" CLOSED CELL FOAM 10'-0" TOP CONCRETE CAP (TYP.) É BRG. PIER NO. 1 Proposed Ground 2'-0" ± THE GOLD STAR MEMORIAL HIGHWAY FOOTING 12'-0" MTA PROJECT MANAGER: Ralph Norwood, P.E., PTOE CONTRACT: '-10"MIN. 2'-0" 1'-8" 11 " 12 PROPOSED PIER PROTECTION É CONSTRUCTION 48 ~ CB652 N.F. & CB655 F.F. 1 CONCRETE BARRIER WITH 2'-0" 4'-6" 3" X 6" O.C. (24 EACH END) 8'-0" SHEAR KEY TYPICAL SECTION " = 1'-0" COURSE (TYPE A) 2'-0" 2'-8" 12'-0" ACCELERATION LANE 4" AGGREAGTE BASE SECTIONS) CUMBERLAND AND GRAY SERVICE PLAZAS BRIDGE TRANSITION TYPE III (SEE MISCELLANEOUS DETAILS) PRECAST CONCRETE TRANSITION CURB HOT MIX ASPHALT (SEE TYPICAL 8" AGGREGATE BASE COURSE (GRAVEL) 19" GRANULAR BORROW TEMPORARY EARTH SUPPORT SYSTEM AS REQUIRED (LIMITS SHOWN ARE APPROXIMATE AND ARE SUBJECT TO CONTRACTORS MEANS AND METHODS) CRUSHED STONE BLACKSTRAP ROAD CONCRETE BARRIER ELEVATION AND TYPICAL SECTION SHEET NUMBER: S OF65

28 12 ~ CB653 N.F. & CB656 6" O.C. (6 EACH END) 113 ~ CB651 N.F. & CB654 6" O.C. 48 ~ CB652 N.F. & CB655 6" O.C. (24 EACH END) 4 ~ CB501 (1 E.F.) (2 EACH END) A 4 ~ CB502 (1 E.F.) (2 EACH END) Filenam e: 028_Reinforcing.dgn Date:2/24/2017 NOTES: 1. ALL REINFORCING STEEL SHALL HAVE 3" CLEAR COVER IN FOOTING AND 2" IN ALL OTHER LOCATIONS UNLESS OTHERWISE NOTED. Scale: Designed by: No. Revision By Date CONSULTANT PROJECT MANAGER: Dale A. Mitchell, P.E. By Date By Date Designed Drawn HJW 02/17 Checked HJW 02/17 In Charge of AES 02/17 RAL 02/17 A 12"E.F. HNTB CORPORATION 340 County Road, Suite 6-C Westbrook, ME TEL (207) FAX (207) ~ CB650 TOP & CB550 6" O.C. ELEVATION " = 1'-0" CB654, CB655, OR CB656 CB651, CB652, OR CB653 3" X 7" SHEAR KEY 12" E.F. SECTION A-A " = 1'-0" CB550 CB650 THE GOLD STAR MEMORIAL HIGHWAY 36 ~ CB500 (18 TOP & BOTTOM, LAP SPLICED) MTA PROJECT MANAGER: Ralph Norwood, P.E., PTOE CONTRACT: ~ 12"O.C. E.F. CUMBERLAND AND GRAY SERVICE PLAZAS BLACKSTRAP ROAD CONCRETE BARRIER REINFORCEMENT SHEET NUMBER: S OF65

29 Filenam e: 029_Reinforcing Schedule.dgn Date:2/24/2017 Scale: No. Revision By Date Designed by: CONSULTANT PROJECT MANAGER: Dale A. Mitchell, P.E. Designed Drawn By Date By Date HJW 02/17 HJW 02/17 Checked In Charge of A AES RAL B TYPE 118 TYPE /17 02/17 HNTB CORPORATION 340 County Road, Suite 6-C Westbrook, ME TEL (207) FAX (207) A C B THE GOLD STAR MEMORIAL HIGHWAY MTA PROJECT MANAGER: Ralph Norwood, P.E., PTOE CONTRACT: A TYPE 129 B CUMBERLAND AND GRAY SERVICE PLAZAS BLACKSTRAP ROAD CONCRETE BARRIER REINFORCING SCHEDULE SHEET NUMBER: S OF65