THE GOLD STAR MEMORIAL HIGHWAY

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2 DANVILLE CORNER CURTIS BROOK FISHER FARM CENTER ITEM NO. ITEM DESCRIPTION UNIT RD UNDERPASS CULVERT REPAIRS RD UNDERPASS UNDERPASS TOTAL (MILE 75.8) (MILE 87.49) (MILE 87.5) (MILE 9.9) 0.7 REMOVING OF EXISTING BITUMINOUS PAVEMENT (075 SY) LS REMOVING EXISTING DRAIN TROUGHS LS REMOVING PAVEMENT SURFACE SY COMMON BORROW CY HOT MIX ASPHALT,.5MM NOMINAL MAXIMUM SIZE TON HOT MIX ASPHALT,.5MM NOMINAL MAXIMUM SIZE (BASE AND INTERMEDIATE COURSE) TON BITUMINOUS TACK COAT - APPLIED GAL ALUMINUM BRIDGE RAILING - SPLICE MODIFICATION EA HIGH PERFORMANCE WATERPROOFING MEMBRANE (075 SY) LS Filenam e:...\bridge\msta\00_quantities.dgn Date:/7/ COFFERDAM PIGMENTED PROTECTIVE COATING FOR CONCRETE SURFACES CLEAR PROTECTIVE COATING FOR CONCRETE SURFACES ABUTMENT REPAIRS PIER REPAIRS GRANITE CURB JOINT MORTAR AND BEDDING MORTAR REPAIR EPOXY INJECTION CRACK REPAIR PARAPET JOINT REPAIR FASCIA AND OVERHANG REPAIRS PARTIAL DEPTH CONCRETE DECK REPAIRS FULL DEPTH CONCRETE DECK REPAIRS EXPANSION DEVICE MODIFICATIONS (DANVILLE CORNER ) EXPANSION DEVICE MODIFICATIONS (FISHER FARM ) EXPANSION DEVICE MODIFICATIONS (CENTER ) TEMPORARY CONCRETE BARRIER, TYPE - SUPPLIED BY AUTHORITY ZONE CRASH CUSHIONS - TL-3 PRESSURE TREATED WOOD DRAIN TROUGH CHAIN LINK FENCE - 6 FOOT CHAIN LINK FENCE - 6 FOOT PVC PRIVACY FENCE CHAIN LINK FENCE GATE BRACING ASSEMBLY CHAIN LINK FENCE PLAIN RIPRAP LOAM SEEDING METHOD NUMBER MULCH - PLAN QUANTITY TEMPORARY MULCH EROSION CONTROL MIX EROSION CONTROL GEOTEXTILE 4" WHITE OR YELLOW PAINTED PAVEMENT MARKING LINE FIELD OFFICE, TYPE B FLASHING BEACON - SOLAR POWERED FLASHING ARROW BOARD TYPE III BARRICADES DRUM CONSTRUCTION SIGNS MAINTENANCE OF TRAFFIC CONTROL DEVICES PORTABLE-CHANGEABLE MESSAGE SIGN TRUCK MOUNTED ATTENUATOR AUTOMATED TRAILER MOUNTED SPEED LIMIT SIGN TEMPORARY PORTABLE RUMBLE STRIPS 30 INCH TEMPORARY SILT FENCE MOBILIZATION LS SY SY SF SF LF LF LF SF SF SF EA EA EA LS UNIT LF LF LF EA EA CY CY UNIT UNIT LS CY SY LF EA EA EA EA LS SF LS EA CD CD UNIT /07 /07 LF LS BLT / Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) QUANTITIES SHEET NUMBER: QT-0 /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: 08.0 OF 8

3 SPECIFICATIONS: GENERAL EARTH & EROSION CONTROL: LIST OF ABBREVIATIONS Filenam e:...\bridge\msta\003_gen_notes.dgn Date://07 DESIGN AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 7TH EDITION WITH INTERIMS THROUGH 06. CONSTRUCTION STATE OF MAINE, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS NOVEMBER, 04 STATE OF MAINE DEPARTMENT OF TRANSPORTATION STANDARD DETAILS, NOVEMBER 04, WITH LATEST REVISIONS AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, THIRD EDITION WITH 06 INTERIMS MATERIALS: CONCRETE ALL PATCHING AND REPAIR AREAS SHALL BE CLASS AAA-MODIFIED. REINFORCING STEEL AASHTO M3, GRADE 60 EPOXY-COATED. BASIC DESIGN STRESSES: CONCRETE CLASS AAA - MODIFIED, Ø = 4,500 P.S.I. REINFORCING STEEL Ö = 60,000 P.S.I... ALL DETAILS SHALL BE IN CONFORMANCE WITH MAINE DEPARTMENT OF 3. IN AREAS OF PROPOSED PIPE ENTRY GATES AND CHAIN LINK FENCE, EXISTING 4. CONNECTION FOR PROPOSED FENCE TO EXISTING FENCE SHALL BE INCIDENTAL TO 5. NO SEPARATE PAYMENT FOR SUPERINTENT OR FOREMAN WILL BE MADE FOR 6. THE PROPOSED ELEVATIONS ARE BASED ON THE NAVD 88 DATUM. THE AS-BUILT COPIES OF THE AS-BUILT PLANS ARE ON FILE AT THE MAINE TURNPIKE 9. REINFORCING STEEL SHALL HAVE A CLEAR COVER OF " MIN., UNLESS OTHERWISE 0. CHAMFER ALL EXPOSED CONCRETE EDGES ƒ" UNLESS OTHERWISE NOTED.. ALL PROPOSED CONCRETE CURB FACES AND INSIDE AND TOP FACES OF THE. SHIELDING REQUIRED DURING CONSTRUCTION SHALL NOT PROJECT BELOW THE 3. ALL PAINT ON EXISTING STEEL, DAMAGED BY CONTRACTOR'S OPERATIONS, SHALL BE 4. WHERE DRILLING AND ANCHORING OF REINFORCING STEEL IS REQUIRED, THE 5. PAYMENT FOR DRILLING AND ANCHORING OF REINFORCING STEEL IS INCIDENTAL TO. THE CONTRACTOR IS REQUIRED TO CALL DIG SAFE AT AT LEAST 7 HOURS PRIOR TO THE START OF THE. TRANSPORTATION (MDOT) STANDARD DETAILS, HIGHWAYS AND BRIDGES, LATEST REVISION AND MDOT BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENT CONTROL, LATEST REVISION UNLESS OTHERWISE INCLUDED IN THESE PLANS. CHAIN LINK OR WIRE FENCE SHALL BE REMOVED. REMOVING AND DISPOSING OF EXISTING FENCE SHALL BE INCIDENTAL TO PIPE ENTRY AND CHAIN LINK BID ITEMS. PROPOSED CHAIN LINK FENCE AND PIPE ENTRY GATE SHALL BE INSTALLED CONTINUOUSLY WITH NO GAPS. CHAIN LINK FENCE MAY NEED TO BE CUT OR ADDITIONAL POSTS, BRACING ASSEMBLIES OR FABRIC MAY NEED TO BE INSTALLED. THE CONTRACT INCLUDING ANY REQUIRED ADDITIONAL BRACING FOR THE EXISTING FENCE. THE SUPERVISION OF EQUIPMENT BEING PAID FOR UNDER THE EQUIPMENT RENTAL ITEMS. PLANS ARE BASED ON NGVD 9 DATUM. FOR ADDITIONAL DETAILS REFERENCED OR NOT SHOWN IN THESE DRAWINGS, SEE THE STATE OF MAINE, DEPARTMENT OF TRANSPORTATION STANDARD DETAILS, HIGHWAYS AND BRIDGES, NOVEMBER 04 WITH UPDATES. AUTHORITY. A PORTION OF THESE PLANS ARE INCLUDED IN THIS CONTRACT FOR THE CONTRACTOR'S CONVENIENCE. THE COMPLETENESS AND ACCURACY OF THESE PLANS IS NOT GUARANTEED. NOTED. POSTS SHALL RECEIVE A RUBBED FINISH PRIOR TO THE APPLICATION OF THE CLEAR PROTECTIVE COATING FOR CONCRETE SURFACE. BOTTOM FLANGES OF GIRDERS. REPAIRED TO THE SATISFACTION OF THE RESIDENT AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL NOTE THAT THE EXISTING BRIDGE STRUCTURES CONTAIN LEAD BASED PAINT. THE CONTRACTOR SHALL INSTITUTE EVERY PRECAUTION WHEN ING WITH MATERIALS COATED WITH LEAD PAINT. CONTRACTOR SHALL USE A MATERIAL LISTED ON THE MAINEDOT PREQUALIFIED LIST OF CHEMICAL ANCHORING MATERIALS. THE DEPTH OF EMBEDMENT SHALL BE SUFFICIENT TO DEVELOP 5% OF THE YIELD STRENGTH OF THE BAR, BUT SHALL BE NO LESS THAN THE MINIMUM DEPTH OF EMBEDMENT WHEN SPECIFIED. WHERE MINIMUM EMBEDMENT DEPTH HAVE NOT BEEN SPECIFIED, BAR LENGTHS HAVE BEEN DEVELOPED BASED ON AN ASSUMED EMBEDMENT DEPTH OF 9" FOR #5 BARS AND " FOR #6 BARS. THE CONTRACTOR SHALL VERIFY THE REQUIRED DEPTH OF EMBEDMENT AND ADJUST THE REQUIRED BAR LENGTHS AS REQUIRED. ITEM 503.5, EPOXY-COATED REINFORCING STEEL, PLACING. UTILITY: THE CONTRACTOR SHALL NOTIFY THE RESIDENT 0 DAYS PRIOR TO CONSTRUCTION SO THE RESIDENT CAN ARRANGE FOR MAINE TURNPIKE UNDERGROUND UTILITY LOCATION. ALL PROPOSED SIGN LOCATIONS AND EXCAVATIONS LOCATIONS SHALL BE MARKED AT THE NOTIFICATION TIME. EXCAVATING WILL NOT BE PERMITTED UNTIL THE AUTHORITY HAS LOCATED AND MARKED ITS' UNDERGROUND UTILITIES, OR NOTIFIED THE RESIDENT THAT THERE ARE NO UNDERGROUND UTILITES IN THE MARKED AREAS.. THE AUTHORITY AS PROGRAMMED TWO FIELD VISITS FOR MAINE TURNPIKE UTILTY COORDINATION ON THIS PROJECT. SHOULD THE CONTRACTOR NEED ADDITIONAL SIGN LOCATIONS AND/OR ADDITIONAL EXCAVATION LOCATIONS MARKED, OR SHOULD THE CONTRACTOR FAIL TO MAINTAIN THE AUTHORITY'S PERVIOULY ESTABLISHED DIG SAFE MARKS, THE AUTHORITY SHALL DEDUCT THE ADDED MARKINGS COSTS FROM THE CONTRACTOR'S PAYMENTS. 0/07 0/07 NLB 0/07 Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) CONCRETE REPAIR PROCEDURAL.. REMOVAL PROCEDURE: CONCRETE REPAIRS, INCLUDING THE ASSOCIATED REMOVALS, WILL BE PAID UNDER 58 ITEMS. ANY REINFORCING STEEL REQUIRED TO REPLACE DETERIORATED EXISTING REINFORCEMENT SHALL BE EPOXY COATED AND WILL BE PAID FOR UNDER ITEM 503.4, "EPOXY-COATED REINFORCING STEEL, FABRICATED AND DELIVERED" AND ITEM 503.5, "EPOXY-COATED REINFORCING STEEL, PLACING." CONCRETE SURFACE PATCH/REPAIR PROCEDURE:. PREPARE AND PATCH REPAIR AREAS WITH CLASS AAA - MODIFIED CONCRETE. SEE SPECIFICATIONS FOR MATERIAL, PREPARATION, PLACEMENT, AND CURING REQUIREMENTS. GENERAL FINISHING: WASTE MATERIALS SHALL BE DISPOSED OF OFF THE PROJECT SITE, IN ACCORDANCE WITH CHAPTER 404, DEPARTMENT OF ENVIRONMENTAL PROTECTION SOLID WASTE MANAGEMENT RULES. EXCAVATIONS ACCOMPLISHED AS PART OF THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH OSHA SUBPART P OF 9 CFR PART (CONSTRUCTION STANDARDS FOR EXCAVATION). THE ANTICIPATED EROSION CONTROL DEVICES FOR THE CONTRACT LIMIT OF DISTURBANCE AREAS ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL PROPOSE ACTUAL TYPE AND LOCATON OF DEVICES FOR APPROVAL BY THE RESIDENT. ADDITIONAL MEASURES MAY BE PROPOSED BY THE CONTRACTOR DUE TO SITE OR WEATHER CONDITIONS. THE RESIDENT MAY DIRECT THE CONTRACTOR TO IMPLEMENT ADDITIONAL MEASURES. ANY ADDITIONAL MEASURES APPROVED BY THE RESIDENT WILL BE MEASURED FOR PAYMENT. 4" LOAM HAS BEEN ESTIMATED FOR 00% OF THE DISTURBED SLOPE AREAS UNLESS OTHERWISE SPECIFIED ON THE PLANS. ACTUAL PLACEMENT OF THE LOAM SHALL BE AS DESIGNATED BY THE RESIDENT. ALL SLOPES SHALL BE SEEDED WITH SEEDING METHOD NO. UNLESS OTHERWISE DIRECTED BY THE RESIDENT. MULCH SHALL BE APPLIED IN AREAS SEEDED EXCEPT WHERE EROSION CONTROL BLANKET IS APPLIED. CONTRACTOR SHALL REMOVE TECTYL COATING WHERE PRESENT PRIOR TO. PAYMENT SHALL BE INCIDENTAL TO THE SPECIFIED 58 ITEMS. PRIOR TO THE START OF THE CONCRETE REMOVAL, THE RESIDENT AND THE CONTRACTOR SHALL SOUND ALL EXPOSED SURFACES OF 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 THE REMOVAL. PERFORM INCH DEEP SAWCUTS ALONG LIMITS OF REMOVAL. CHIP CONCRETE TO DEPTH REQUIRED PER SPECIFICATIONS. ALL EXPOSED CONCRETE SURFACES SHALL BE COATED WITH A PROTECTIVE COATING IN ACCORDANCE WITH THE SPECIAL PROVISIONS AFTER PATCHING IS COMPLETE AND PATCH MATERIALS HAVE CURED. PIGMENTED PROTECTIVE COATING SHALL BE APPLIED TO ALL ABUTMENT FACES, ALL WINGWALL FACES, AND ALL POST OUTSIDE FACES. CLEAR PROTECTIVE COATING SHALL BE APPLIED TO ALL CONCRETE CURB FACES, ALL FASCIAS AND FASCIA OVERHANGS, AND ALL POST INSIDE AND TOP FACES. EPOXY INJECTION CRACK REPAIR: PREPARE CONCRETE SURFACE AND CRACK AREA BY CLEANING SUBSTRATE WITH WIRE BRUSH TO REMOVE LAITANCE AND CONTAMINANTS. BLAST CLEAN THE CRACK AND CONCRETE SURFACE; DO NOT USE WATER. SET INJECTION PORTS ALONG THE LENGTH OF THE CRACK USING A HIGH-MODULUS EPOXY ADHESIVE. ONCE SET, SEAL PORTS AND CRACK WITH SAME EPOXY ADHESIVE. WHEN THE EPOXY ADHESIVE SEAL HAS CURED, INJECT A HIGH-MODULUS, LOW-VISCOSITY EPOXY SUCH AS SIKADUR 35, SIKADUR 55, OR APPROVED EQUAL. ABUT. ADDL. ASCG. ALT. APPROX. BOT. BRG. CL. É CONC. CONSTR. DEMO. DIA. DIAPH. EA. EB E.F. EL. EQ. EXIST. EXP. F.F. JT. MAX. MIN. MTA NB N.F. N.T.S. O.H.W. PED. PGL Ê PROP. RDWY. SHLD. SB SP. STA. T.&B. TPKE. TYP. U.O.N. VERT. WB W.P. ABUTMENT ADDITIONAL AGGREGATE SUBBASE COURSE GRAVEL ALTERNATE APPROXIMATE BOTTOM BEARING CLEAR CENTERLINE CONCRETE CONSTRUCTION DEMOLITION DIAMETER DIAPHRAGM EACH EASTBOUND EACH FACE ELEVATION EQUAL EXISTING EXPANSION FAR FACE JOINT MAXIMUM MINIMUM MAINE TURNPIKE AUTHORITY NORTHBOUND NEAR FACE ORDINARY HIGH WATER PEDESTAL PROFILE GRADE LINE PLATE PROPOSED WAY SHOULDER SOUTHBOUND SPACES STATION TOP & BOTTOM TURNPIKE TYPICAL UNLESS OTHERWISE NOTED VERTICAL GENERAL NOTES WESTBOUND ING POINT 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) SHEET NUMBER: GN-0 /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF 8

4 SPEED LIMIT SPEED LIMIT Filenam e:...\xxx_traffic_control_details_.dgn Date://07 SEE NOTE G0-5aP R- R-6aP RIGHT / MILE LEFT / MILE MILE " BWLL SWEL G0- R- ZONE SPEED LIMIT AREA BUFFER ZONE DRUMS 40' INTERVALS ON TAPER FLASHING ARROW SINGLE CLOSURE- SIGNS ON EASELS ZONE SPEED LIMIT XX FINES DOUBLE RIGHT / MILE LEFT / MILE MILE SHLD B L MAINE TURNPIKE SYEL PASSING TRAVEL SHLD 500' 500' 800' 800' 60' DAYTIME CLOSURE OF SHORT-TERM (MAINLINE) SHLD B L MAINE TURNPIKE SYEL PASSING " BWLL SHLD TRAVEL SWEL R- ZONE SPEED LIMIT AREA BUFFER ZONE FLASHING ARROW W3-4 *** JRH 8/07 JRH 8/07 BE PREPARED TO STOP W0- ( MILE) CS- *** STOPPED SINGLE CLOSURE- POST MOUNTED SIGN SETUP 500' 500' 00' 800' 800' 60' 300' DAYTIME CLOSURE OF SHORT-TERM (MAINLINE) *ATMSLS. FOR EASEL SET UP ONLY, THIS SIGN IS NOT BRACKETED. ONE SIGN ASSEMBLY IS PLACED AT THE. SIGNS DESIGNATED WITH *** SHALL BE USED DURING STOPPAGES OF TRAFFIC. * AUTOMATED TRAILER MOUNTED SPEED LIMIT SIGN (ATMSLS) G0- *ATMSLS SIGNS DESIGNATED WITH *** SHALL BE USED DURING STOPPAGES OF TRAFFIC. 000' 640' 300' DRUMS 40' INTERVALS ON TAPER FOR POST MOUNTED SIGN SETUP, UNCOVER SIGNS ADJACENT TO OPEN FOR SHORT TERM CLOSURE (LESS THAN 4 HRS); UNCOVER BOTH SIGNS FOR PERMANENT CLOSURE (GREATER THAN 4 HRS) *AUTOMATED TRAILER MOUNTED SPEED LIMIT SIGN (ATMSLS) OF THE TAPER. DRUMS 80' INTERVALS ON TANGENT G0-5aP R- R-6aP NOTES 6 AND 7. ZONE SPEED LIMIT XX FINES DOUBLE MAINTENANCE OF TRAFFIC BUMP RUMBLE STRIPS. SEE GENERAL MAINTENANCE OF TRAFFIC NOTES 6 AND 7. BUMP RUMBLE STRIPS. SEE GENERAL W8- DRUMS 80' INTERVALS ON TANGENT W8-400' 400' 500' 400' 400' 300' 500' 000' 300' 640' 800' 800' 800' 800' W8-4a W4- (R or L) XX W3-4 *** CS- *** XX W3-5 W0-5 (R or L) (/ MILE) RUMBLE STRIPS W4- (R or L) W3-5 BE PREPARED TO STOP W0- ( MILE) W8-4a RUMBLE STRIPS EXPECT STOPPED TRAFFIC EXPECT TRAFFIC BUMP BUMP W0-5 (R or L) (/ MILE) W8- W8- KSD 9/07 CONSTRUCTION ENTRANCE NO DRUMS DRUMS 80' (TYP) SHLD SYEL PASSING BWLL TRAVEL SWEL SHLD 50' RAD. 500' 000' 50' MERGE G0- CS-0 W-5 STABILIZED CONSTRUCTION ENTRANCE- SEE BEST MANAGEMENT PRACTICES 50' MIN. LENGTH 00' MIN. DECELERATION AREA TRUCKS ENTERING SHOULDER W0- () W7-3aP X FEET X MILES STABILIZED CONSTRUCTION ENTRANCE 400' 500' 50' 40' 400' ACCELERATION AREA. SIGN G0- IS NOT REQUIRED IF ENTRANCE IS WITHIN THE ZONE.. "TRUCKS ENTERING" SIGN SHALL ALSO BE USED AT LOCATIONS WHERE TRUCKS ENTER THE ZONE FROM THE TRAVEL. DRUMS 40' B L MAINE TURNPIKE B L MAINE TURNPIKE SHLD SYEL PASSING BWLL TRAVEL SWEL SHLD 500' 75' 000' 500' G0- AREA 8: FLARE 500' W-5aR W-5bR (000') W0- TEMPORARY () SHOULDER CLOSURE (MAINLINE) NOTE: ESTABLISHED ZONE. SHOULDER CLOSURE NEXT SHOULDER RIGHT 000 FT OR CONCRETE BARRIER W7-3aP ZONE CRASH CUSHION - TL-3 THE W0- AND G0- SIGNS ARE NOT REQUIRED NEXT X FEET IF THE SHOULDER CLOSURE IS WITHIN A PREVIOUSLY Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) NEXT RIGHT SHOULDER OR NEXT X MILES REMOVING PAVEMENT MARKINGS. BWLL = BROKEN WHITE LINE SWEL = SOLID WHITE EDGE LINE SYEL = SOLID YELLOW EDGE LINE DRUMS 80' INTERVALS ON TANGENT ADJACENT TO THE ZONE ( UNIT) TSWEL = TEMORARY SOLID WHITE EDGE LINE TSYEL = TEMPORARY SOLID YELLOW EDGE LINE SHLD TBWLL = TEMPORARY BROKEN WHITE LINE B L MAINE TURNPIKE SYEL PASSING BWLL TRAVEL SWEL SHLD 000' 500' 500' G0- AREA W-5 SHOULDER SHOULDER W0- () SHOULDER OF SHORT-TERM (MAINLINE) THE W0- AND G0- SIGNS ARE NOT REQUIRED IF THE SHOULDER CLOSURE IS WITHIN A PREVIOUSLY ESTABLISHED ZONE.. ALL PAVEMENT 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 009 EDITION OF MUTCD.. 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. 3. 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 EXPOSED BARRIER S SHALL BE PROTECTED BY A ZONE CRASH CUSHION. PAYMENT WILL BE UNDER ITEM ZONE CRASH CUSHION - TL NO SIGNS SHALL BE PLACED ON 4' SHOULDERS WITH GUARDRAIL. SIGNS REQUIREDAT THESE LOCATIONS SHALL BE PLACED ON TALLER EASELS ON THE MEDIAN SIDE OF THE GUARDRAIL. 6. IF RUMBLE STRIPS ARE USED THEY SHALL BE PLACED IN ONE OF THE FOLLOWING CONFIRGURATIONS; UPSTREAM FROM THE TAPER FOR THE ZONE ( UNITS) BOTH ADJACENT TO THE ZONE AND PRIOR TO THE TAPER (3 UNITS) W8- SIGNS SHALL BE PLACED ADJACENT TO THE FIRST RUMBLE STRIP AT ANY LOCATION. ONLY ONE SET OF W8-4a SIGNS ARE REQUIRED FOR ANY OF THE ABOVE CONFIGURATIONS. 7. RUMBLE STRIPS MAY BE PLACED UPSTREAM OF THE TAPER BETWEEN THE W3-5 SIGNS AND THE W4- SIGNS. IF RUMBLE STRIPS ARE INSTALLED PRIOR TO TAPER, W8- SIGNS SHALL BE PLACED ADJACENT TO THE FIRST STRIP AND THE W8-4a SIGNS SHALL BE MOVED TO 400' AFTER THE W0-5 SIGNS. /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF 8 NOTE: GENERAL MAINTENANCE OF TRAFFIC ABBREVIATIONS FOR ALL M.O.T. PLANS: 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) TRAFFIC CONTROL DETAILS SHEET OF SHEET NUMBER: MT-0

5 600' 600' MERGING TAPER DRUMS 80' INTERVALS ON TANGENT (TYP.) W4- NORTHBOUND PHASE I - DRIVING REPAIR 00' 600' 00' MERGING TAPER 400' BUFFER BUFFER. ALL MOT DEVICES AND LOCATIONS NOT NOTED ON THIS SHEET SHALL BE AS NOTED ON "TRAFFIC CONTROL DETAILS SHEET OF ".. FOR SIGN DETAILS SEE "MAINTENANCE OF TRAFFIC SIGN SUMMARY". Filenam e:...\xxx_traffic_control_details_.dgn Date://07 FLASHING BEACON - SOLAR POWERED SHOULDER TAPER ON-RAMP JRH SAM 300' TAPER EXIT 75 SHIFTING TAPER DANVILLE CORNER MM 75.8 SHLDR 00' DRUMS 40' INTERVALS ON TAPER (TYP.) 9/07 9/07 400' 400' YIELD R- W3- KSD ZONE SPEED LIMIT 50 FINES DOUBLE RIGHT G0-5aP R- R-6aP W0-5 () W0- () 400' 9/07 FLASHING BEACON - SOLAR POWERED DRUMS 80' INTERVALS ON TANGENT (TYP.) (GORE SIDE ONLY) W4- Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) ' 600' 00' MERGING TAPER SHOULDER TAPER DANVILLE CORNER MM 75.8 NORTHBOUND PHASE II - PASSING REPAIR ON-RAMP EXIT ' DRUMS 40' INTERVALS ON TAPER (TYP.) TRAFFIC CONTROL DETAILS SHEET OF SHEET NUMBER: MT-0 /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF 8 400' 400' YIELD R- W3-400' 400' ZONE SPEED LIMIT 50 R- FINES DOUBLE BE PREPARED TO STOP W3-4 G0-5aP R-6aP LEFT W0-5 () W0- () 3. ALL STOP AND YIELD SIGNS SHALL BE MOUNTED 5 FEET ABOVE THE PAVEMENT. 4. OTHER TRAFFIC CONTROL DETAILS ARE AVALIBLE AT SEE THE RESIDENT BEFORE USING. 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9)

6 D3- CS- DANVILLE CORNER RD D3- Filenam e:...\xxx_75-8_mot_detour Plan.dgn Date://07 CS- DANVILLE CORNER RD CS- DANVILLE CORNER RD CS- DANVILLE CORNER RD SPRING RD. D3- D3- M4-9 M4-9 (R) D3- D3- WEST M3-4 M4-9 (L) 000' 000' 000' TYP. 00' POLAND 00' 00' MOOSE BROOK 00' D3-00' 00' M4-9 (R) 00' 00' D3- CAMERON CS- DANVILLE CORNER RD M4-9 (R) M4-9 (L) M4-9 (AR) JRH 8/07 JTR 00 U.S. 0 4 DANVILLE BLACK CAT 8/07 D3- STATION OLD D3- M4-9 D3- INTERSTATE ' 00' KSD M4-9 (R) OLD DANVILLE 9/07 KITTYHAWK AVE. WOODBURY HILL 400' M4-9 50' TYPE III CS- DANVILLE CORNER RD BARRICADE D3- W0- M4-9 (R) R-3a M4-0 (L) 000 FT W0-3 BRIDGE LOCAL TRAFFIC ONLY M4-8a DANVILLE Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) ' CORNER 00' 00' 500 FT W0-3 E. HARDSCRABBLE M4-8a 500' 500' 00' 00' 00' 000' 000' CS- DANVILLE CORNER RD 000' 00' 500' 00' BRIDGE R- BEECH HILL 000' 00' CONCRETE BRIDGE R- CS- DANVILLE CORNER RD 0' TEMPORARY CS- DANVILLE CORNER RD 500 FT W0-3 BARRIER, TYPE (TYP.) TYPE III BARRICADE (TYP.) D3- M4-9 (L) M4-9 (R) TYPE III BARRICADE OLD DANVILLE WEST M3-4 D3- D3- M4-9 WASHINGTON STREET BRIDGE LOCAL TRAFFIC ONLY DANVILLE CORNER BRIDGE OVER MAINE TURNPIKE 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) PLAN MILE 75.8 DANVILLE CORNER SHEET NUMBER: MT-03 /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF 8 R-3a MAINE TURNPIKE M4-0 (R) M4-9 INTERSTATE 95 DANVILLE CORNER RD CS- M4-9 (L) U.S. 0 D ROUTE FOR DANVILLE CORNER DURING BRIDGE CLOSURE

7 WALES Fisher Farm Rd D Filenam e:...\xxx_87-5_mot_detour Plan.dgn Date://07 JORDAN BRIDGE 9 CS- FISHER FARM D3- Fisher Farm Rd M4-9 MIDDLE D3- Fisher Farm Rd M4-9 (L) 000' 6 00' 00' SABATTUS D3- Fisher Farm Rd M4-9 (L) 000' 00' 000' 00' 00' PLEASANT 00' 00' HILL MIDDLE ' JRH 00' JTR 8/07 Farm Rd D3- Fisher Fisher M4-9 CS- FISHER FARM 8/07 Farm Rd M4-9 (R) Farm Rd Farm Rd D3- Fisher M4-9 (R) D3- Fisher M4-9 (L) D3- FURBUSH 00' 6 000' 00' Fisher Farm Rd M4-9 (R) 00' SABATTUS BARRIER, TYPE 0' TEMPORARY CONCRETE BARRIER, TYPE FISHER FARM BRIDGE OVER MAINE TURNPIKE KSD 9/07 D3- M4-9 0' TEMPORARY CONCRETE BRIDGE R- Fisher Farm Rd M4-9 (L) MAINE TURNPIKE 95 M4-8a INTERSTATE CS- FISHER FARM D3- TYPE III R-3a M4-0 (L) 00' BARRICADE BRIDGE LOCAL TRAFFIC ONLY MARSH 500' 00' Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) D3- M4-9 00' 500' 500' 00' Fisher 000' Farm Rd 500' 500 FT W FT W0-3 POND BRIDGE SUTHERLAND M4-8a R- R-3a BRIDGE LOCAL TRAFFIC ONLY M4-0 (R) FISHER FARM 500 FT W0-3 TYPE III BARRICADE LOON POND CS- FISHER FARM 00' 000 FT 00' W0-3 ROUTE FOR FISHER FARM DURING BRIDGE CLOSURE /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF 8 D3- Fisher Farm Rd M ' CS- FISHER FARM TYPE III BARRICADE 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) PLAN MILE 87.5 FISHER FARM SHEET NUMBER: MT-04

8 WEST WEST Filenam e:...\xxx_9-9_mot_detour Plan.dgn Date://07 W0- CS- CENTER E JIM RIDEOUT LITCHFIELD D3- Center Rd M4-9 (R) ROUTE FOR CENTER DURING BRIDGE CLOSURE D3- Center Rd M4-9 (L) D3- Center Rd M4-9 (L) 000' R-3a BRIDGE LOCAL TRAFFIC ONLY M4-0 (R) 000' 00' 00' 00' DEAD RIVER CS- CENTER D3- Center Rd 00' M4-9 (R) 00' 00' M4-8a D3- Center Rd M4-9 (R) D3- Center Rd M4-9 (R) CS- CENTER WOOD SCHOOL 000' HOUSE TYPE III BARRICADE R-3a BRIDGE LOCAL TRAFFIC ONLY JRH 8/07 JTR 8/07 KSD 9/07 ACADEMY Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) ' TEMPORARY CONCRETE BARRIER, TYPE 000 FT W0-3 TYPE III BARRICADE BRIDGE R- 500' 500' 500 FT W0-3 00' MAINE TURNPIKE INTERSTATE 95 CENTER BRIDGE OVER MAINE TURNPIKE 500 FT W ' CS- CENTER 500' 500' BRIDGE R- TYPE III BARRICADE 0' TEMPORARY CONCRETE BARRIER, TYPE D3- Center Rd M4-9 (L) D3-000 FT W0-3 Center Rd M4-9 (R) CENTER 00' D3- Center Rd 00' 97 M ' TYPE III BARRICADE 00' RICHMOND 000' 00' 00' M4-8a D3- Center Rd M4-9 (L) D3- Center Rd M4-9 CS- FERRIN CENTER R-3a BRIDGE LOCAL TRAFFIC ONLY 000' 00' M4-0 (L) HUNTINGTON HILL D3- Center Rd M4-9 (L) HALLOWELL CS- CENTER CS- CENTER /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF 8 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) PLAN MILE 9.9 CENTER SHEET NUMBER: MT-05

9 CATION NUMBER SIZE OF SIGN WIDTH HEIGHT TEXT TEXT DIMENSIONS (INCHES) NUMBER OF LETTER VERTICAL ARROW SIGNS HEIGHT SPACING RTE. MKR. REQUIRED COLOR LEG BORDER BORDER RADIUS AREA IN SQUARE FEET NOTES BACK- GROUND IDENTIFI- CATION NUMBER SIZE OF SIGN WIDTH HEIGHT TEXT TEXT DIMENSIONS (INCHES) NUMBER OF LETTER VERTICAL ARROW SIGNS HEIGHT SPACING RTE. MKR. REQUIRED BACK- GROUND IDENTIFI- COLOR LEG BORDER BORDER RADIUS AREA IN SQUARE FEET NOTES CS- (DANVILLE CORNER RD) (FISHER FARM ) (CENTER ) 66" 36" 60" 36" 60" 36" CENTER 5C 5C 5C 5C 4" 4" 4" 6 7 ORANGE BLACK 6.50 (8.5) 5.00 (90) 5.00 (05) R- TEXT DIMENSIONS SHALL CONFORM TO "STANDARD YIELD HIGHWAY SIGNS" & 0 SUPPLEMENT 60" 60" WHITE RED 0.80 (0.8) Filenam e:...\xxx_mot_sign_sum m ary_0.dgn Date://07 CS-3 CS-0 D3- (DANVILLE CORNER RD) D3- (FISHER FARM RD) D3- (CENTER RD) EXPECT 6" 4" 48" 48" STOPPED 6" 4" ORANGE BLACK TRAFFIC 6" M4-8a 4" 8" 6 ORANGE BLACK M4-9 (THRU) (LEFT) (RIGHT) M4-0 (LEFT) (RIGHT) 7" TRUCKS 6" 48" 48" ENTERING 6 ORANGE BLACK 7" G0-48" 4" ORANGE BLACK 30" 4" ORANGE BLACK 48" 8" ORANGE BLACK 3 Fisher Farm Rd WEST TEXT DIMENSIONS SHALL CONFORM TO "STANDARD HIGHWAY SIGNS" & 0 SUPPLEMENT 8.00 G0-5aP 48" 4" ZONE 3 ORANGE BLACK (04) M3-4 48" 40" 4" 4" 48" " 4" " Center Rd 5.00 M4-9 (AR) 30" 4" ORANGE BLACK (5) JRH JRH 9/07 9/ KSD ORANGE 9/07 BLACK 5 ORANGE BLACK 6.00 (9) 6.00 (96) 8.00 (5) 6.67 (00) 4.00 (48) 8.00 (96).00 ORANGE BLACK (4) 3.00 (8) 5.00 (70) (75) (75) 6.00 (8) (8) Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) R- SPEED LIMIT 48" 60" 3 50 FINES R-6aP 48" 4" 3 WHITE BLACK DOUBLE R-3a 60" 30" 7 W3-48" 48" ORANGE BLACK (6) BE MAINTENANCE OF TRAFFIC SIGN SUMMARY OF SHEET NUMBER: MT-06 /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF 8 WHITE BLACK W3-4 48" 48" PREPARED 3 ORANGE BLACK TO STOP XX WHITE BLACK R- 36" 54" ZONE WHITE BLACK R- 48" 30" 6 WHITE BLACK W3-5 SPEED LIMIT BRIDGE BRIDGE LOCAL TRAFFIC ONLY 48" 48" SPEED ORANGE BLACK LIMIT 0.00 (60) 8.00 (04) 3.5 (6) (87.5) (08) 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) (60) 6.00 (9)

10 CATION NUMBER SIZE OF SIGN WIDTH HEIGHT TEXT TEXT DIMENSIONS (INCHES) NUMBER OF LETTER VERTICAL ARROW SIGNS HEIGHT SPACING RTE. MKR. REQUIRED COLOR LEG BORDER BORDER RADIUS AREA IN SQUARE FEET NOTES BACK- GROUND IDENTIFI- CATION NUMBER SIZE OF SIGN WIDTH HEIGHT TEXT TEXT DIMENSIONS (INCHES) NUMBER OF LETTER VERTICAL ARROW SIGNS HEIGHT SPACING RTE. MKR. REQUIRED BACK- GROUND IDENTIFI- COLOR LEG BORDER BORDER RADIUS AREA IN SQUARE FEET NOTES W4- (RIGHT) TEXT DIMENSIONS SHALL CONFORM TO "STANDARD HIGHWAY SIGNS" & 0 SUPPLEMENT 48" 48" ORANGE BLACK (3) W-5 TEXT DIMENSIONS SHALL CONFORM TO "STANDARD HIGHWAY SIGNS" SHOULDER & 0 SUPPLEMENT 48" 48" 6 ORANGE BLACK 6.00 (96) Filenam e:...\xxx_mot_sign_sum m ary_0.dgn Date://07 W4- (LEFT) (RIGHT) W7-3aP 36" 30" X FEET ORANGE BLACK W0- ( MILE) () W0-36" 36" ORANGE BLACK W0-3 (000') (500') W0-5 (LEFT) (RIGHT) W0-5 (LEFT) (RIGHT) 48" 48" ORANGE BLACK 48" 48" ORANGE BLACK 3 MILE 36" 36" 48" 48" ORANGE BLACK / MILE 48" 48" NEXT XX FT LEFT LEFT JRH JRH 9/07 9/ KSD ORANGE ORANGE 9/07 BLACK BLACK 6.00 (9) (9) 7.50 (90) 6.00 (9) (08) 9.00 (8) 9.00 (45) (54) 6.00 (9) (9) 6.00 (6) (6) Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) W-5a (LEFT) (RIGHT) W-5b (LEFT) (RIGHT) W8- (BUMP) W8-4A (RUMBLE STRIPS ) LEFT 48" 48" SHOULDER ORANGE BLACK LEFT SHOULDER 48" 48" 6 ORANGE BLACK FT BUMP 48" 48" ORANGE BLACK RUMBLE 48" 48" 6 ORANGE BLACK STRIPS MAINTENANCE OF TRAFFIC SIGN SUMMARY OF SHEET NUMBER: MT-07 /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF (96) (96) 6.00 (96) (96) 6.00 (9) LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) (96)

11 0'-0" (TYP.) PROPOSED CHAIN LINK FENCE - 6 FOOT PVC PRIVACY FENCE STA. ± Filenam e:...\msta\xxx_87-5_row _Fence.dgn Date://07 MATCH LINE STA EXISTING ROW FENCE (TO REMAIN) 0'-0" (TYP.) BLT /07 BLT / / PLAN VIEW MAINE TURNPIKE SB Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) MAINE TURNPIKE NB PROPOSED CHAIN LINK FENCE - 6 FOOT PVC PRIVACY FENCE (APPROX.,750 LF) STA. ± EXISTING ROW FENCE (TO REMAIN) MAINE TURNPIKE SB REPLACE EXISTING WOVEN WIRE FENCE WITH CHAIN LINE FENCE - 6 FOOT (APPROX. 50 LF) 6 FOOT (APPROX. 05 LF) REPLACE EXISTING WOVEN WIRE FENCE WITH CHAIN LINK FENCE STA ± LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) FENCING PLAN MILE 87.5 SHEET NUMBER: F-0 /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: 08.0 OF MATCH EXISTING MATCH LINE STA MAINE TURNPIKE NB REPLACE EXISTING WOVEN WIRE FENCE WITH CHAIN LINK FENCE - 6 FOOT (APPROX. 30 LF) STA ± MATCH EXISTING PLAN VIEW STA ÉTURNPIKE = STA ÉFISHER FARM RD FISHER FARM STA ± MATCH EXISTING REPLACE EXISTING WOVEN WIRE FENCE WITH CHAIN LINK FENCE - 6 FOOT (APPROX. 70 LF) MATCH LINE STA MATCH LINE STA NO ADDITIONAL PAYMENT WILL BE MADE FOR LONGER POSTS NECESSITATED BY LARGE GRADE DIFFERENTIAL..CHAIN LINK FENCE SHALL BE INSTALLED WITH BARBS DOWN. 3.PVC PRIVACY SLATS SHALL BE INSTALLED AND SHALL CONFORM TO THE REQUIREMENTS OF SPECIAL PROVISION SECTION 607 FENCES OF THE PROJECT SPECIFICATIONS. 4.ONE () 3'-0" SINGLE GATE SHALL BE INSTALLED IN PROPOSED CHAIN LINK - 6 FOOT, ADJACENT TO EACH ABUTMENT ( GATES TOTAL). FINAL GATE LAYOUT SHALL BE DETERMINED BY RESIDENT. 5.EXISTING AND PROPOSED FENCING SHOWN IS APPROXIMATE ONLY. FINAL LIMITS AND LAYOUT FOR ALL REMOVAL AND INSTALLATION SHALL BE DETERMINED BY RESIDENT. 6.REMOVAL AND DISPOSAL OF EXISTING WOVEN WIRE FENCING BEING REPLACED WITH CHAIN LINK FENCING SHALL BE INCIDENTAL TO ITEM 607.7, "CHAIN LINK FENCE - 6 FOOT."

12 IN THE MEDIANS AND IN CLEAR ZONES CHAIN LINK FABRIC-" MESH 0'-0" C. TO C. (MAX. SPACING) THE TOP RAIL SHALL BE OMITTED STRETCHER BAR "x" AND REPLACED WITH 7 GAUGE GALVANIZED STEEL WIRE IF REQUIRED NO. 9 GAUGE ALUMINIZED OR OZ. ZINC DIP. 8'-0" MIN. LENGTH TOP RAIL STRETCHER BAR TOP RAIL 0"-0' C TO C MAX. SPACING NO. 9 OR NO. 4 6" MIN. EXPANSION SLEEVE POSTS NO. 9 OR NO. 4 STEEL FASTENERS BAR BANDS "x" LINE POST 4" MAX. LINE POST OR APPROVED EQUAL STEEL FASTENERS 4" MAX. OR APPROVED EQUAL IF REQUIRED BRACE RAIL 5" MAX BRACE RAIL LINE POST 5" MAX CHAIN LINK FABRIC - " MESH Date://07 EXISTING NO. 9 GAUGE ALUMINIZED OR OZ. ZINC DIP EXISTING GROUND GROUND ADJUSTABLE TIE ROD ADJUSTABLE TIE ROD (3"+/- TAKEUP) ROUND (3" +/- TAKEUP) ROUND NO. 9 OR NO. 4 STEEL HIGH SPOTS IN EXISTING GROUND FASTENERS FOR TUBULAR BETWEEN POSTS TO BE TRIMMED BAR BAND "x" IF REQUIRED CORNER OR LINE POST POSTS OR APPROVED EQUAL TYPICAL TYPE I PANEL TYPICAL INTERMEDIATE TYPICAL TYPE II BRACE PANEL PANEL N.T.S N.T.S. N.T.S PROP. CHAIN LINK FENCE W TIE ROD EXIST. OR PROPOSED POST TOP RAIL PIPE FRAME SEE TYPICAL EXIST OR PROPOSED PANEL DETAIL WOVEN WIRE FENCE (TYP.) PIPE FRAME W TIE ROD TOP RAIL TOP RAIL PROP. BRACE RAIL 6' 0" BRACE RAIL FABRIC 6' 0" BRACE RAIL PROP. TIE ROD FABRIC GATE POST GATE POST STRETCHER BAR STRETCHER BAR WITH BANDS WITH BANDS EXIST. GROUND " 5' 0" 5' 0" " PIPE FRAME 6" 6" '-0" '-0" " METHOD OF ATTACHING CHAIN LINK SINGLE GATE. N.T.S. EXISTING GROUND 5' 0" BRACE PANELS SHALL BE INSTALLED WHERE THE CHANGE IN GRADE BETWEEN ANY THREE POSTS EXCEEDS 5 PERCENT. GATE WIDTH GROUND LINE W GATE POST O.D. W TO 6' 6' TO ' ' TO 8' TO '. ' TO 4' 4" 4' TO 36' 6" NO ADDITIONAL PAYMENT WILL BE MADE FOR LONGER POSTS NECESSITATED BY LARGE GRADE DIFFERENTIAL. 3" 3. TYPE I BRACING WILL BE USED AT FENCE S. TYPE II BRACING WILL BE USED AT CORNER POSTS. PAYMENT SHALL BE MADE UNDER ITEM , BING MOMENTS BASED ON GRADE "BRACING ASSEMBLY CHAIN LINK FENCE" (SCHEDULE 40 STEEL) ' -0 " DOUBLE GATE FENCE TO WOVEN WIRE FENCE 4. WHEN LEDGE IS ENCOUNTERED, STEEL POSTS SHALL BE SET AND GROUTED 6" 3' 0" CHAIN LINK FENCE SHAPE & CORNER POSTS NOMINAL SIZE BING MOMENT* (INCHES) (LBS.-IN.) " DEEP UNLESS THE POSTS PENETRATE THE GROUND TO THE DEPTH INDICATED ON THE DRAWINGS. 5. CONCRETE FOR POST FOUNDATION SHALL BE CLASS B. 0 4,05 I.D. 6. BRACE, GATE AND POSTS SHALL BE SET IN CONCRETE. " LINE POSTS 0 TOP & BRACE 0 -/ I.D. 8,50 -/4 I.D. 5, CHAIN LINK FENCE SHALL BE INSTALLED WITH BARBS DOWN. ROUND OR SQUARE BRACE GATE AND 8. ALL COMPONENTS OF CHAIN LINK FENCE SHALL BE IN ACCORDANCE WITH RAILS n_li nk.dgn Fi l enam e:...\msta\xxx_chai AASHTO M8. POST BASE DETAIL LINE POST DRIVE ANCHOR DETAIL N.T.S. N.T.S. * MATERIAL FOR GRADE, CORNER & LINE POSTS 9. AND TOP & BRACE RAILS MUST MEET OR EXCEED BING PVC PRIVACY SLATS SHALL BE INSTALLED AS NOTED ON THE PLANS AND MOMENTS FOR GRADE STEEL AS NOTED ABOVE. SHALL CONFORM TO THE REQUIREMENTS OF SPECIAL PROVISION SECTION 607 FENCES OF THE PROJECT SPECIFICATIONS. Northbrook Drive No. Revision By Date Falmouth, Maine 0405 By Date /07 PWM /07 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) TEL: (07) By Date JRH /07 /07 CHAIN LINK FENCE DETAILS FAX: (07) SHEET NUMBER: F-0 MTA PROJECT MANAGER: R. NORWOOD CONTRACT:08.0 OF 8

13 É BRG. ABUT. É BRG. PIER É BRG. PIER É BRG. PIER 3 É BRG. ABUT. EXISTING EDGE OF PAVEMENT Filenam e:...\004_lim its_of_disturbance.dgn Date://07 É BRIDGE SAM É FISHER FARM LIMIT OF DISTURBANCE PLAN CURTIS BROOK CULVERT 9/07 9/07 NLB 9/07 NB Flow NB É Curtis Brook Ë MAINE TURNPIKE LIMIT OF DISTURBANCE PLAN (TYPICAL UNDERPASS) Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) SB SB AREAS: LEG: LIMITS OF DISTURBANCE /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF 8 LOCATION DANVILLE CORNER UNDERPASS (MILE 75.8) CURTIS BROOK CULVERT (MILE 87.49) FISHER FARM UNDERPASS (MILE 87.5) CENTER UNDERPASS (MILE 9.9) DISTURBANCE. CONTRACT LIMIT OF DISTURBANCE CONTRACTOR'S LIMIT OF DISTURBANCE AREA FOR ACCESS AND STORAGE. EROSION AND SEDIMENT CONTROL DEVICES REQUIRED FOR THE CONTRACTOR'S ACCESS LOCATIONS AND STORAGE AREAS WILL NOT BE MEASURED FOR PAYMENT.. THE CONTRACTOR WILL BE ALLOWED TO STORE MATERIAL AND EQUIPMENT ON GRAVEL AND PAVEMENT WITHIN THE PORTIONS OF THE MAINLINE TURNPIKE AND DANVILLE CORNER, FISHER FARM, AND CENTER S. THESE AREAS ARE EITHER INCLUDED IN THE LIMITS OF DISTURBANCE OR HAVE BEEN PREVIOUSLY SURFACED AND DO NOT ADD TO THE LIMITS OF 3. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID IMPACTING OR DISTURBING WAY DITCHES. CONTRACT LIMIT OF DISTURBANCE 0.05 ACRES ACRES 0.06 ACRES 0.06 ACRES CONTRACTOR'S LIMIT OF DISTURBANCE AREA FOR ACCESS AND STORAGE 0.0 ACRES 0.05 ACRES 0.0 ACRES 0.0 ACRES 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) SHEET NUMBER: LD-0

14 "I" É BRG. É BRG. É BRG. É BRG. É BRG. ABUT. PIER PIER PIER 3 ABUT. "A" 70'-0' (MIN., TYP.) (MILL AND OVERLAY BUTT JOINT) "B" "C" "D" "E" EXISTING DRAIN TROUGH Filenam e:...\xxx_typical_deck_plan_section.dgn Date://07 "H" É BRIDGE FISHER FARM UNDERPASS (MILE 87.5) CENTER UNDERPASS (MILE 9.9) JOINT REPAIRS (TYP.) BRIDGE "A" "B" "C" "D" "E" "F" "G" DANVILLE CORNER UNDERPASS (MILE 75.8) AS NOTED 07'-0" 44'-0" 54'-0" 59'-0' 50'-0" 8'-0' '-6" 94'-6" 60'-6" SAM 76'-0" 9/07 9/07 85'-0" 73'-0" 6'-4" '-6" 58'-0" 57'-0" 7'-0" 7'-0" 57'-0" 8'-0" '-6" "G" EXISTING GRANITE CURB (TYP. DANVILLE CORNER RD & CENTER RD ONLY) VARIES (MATCH EXISTING) FULL DEPTH CONCRETE REPAIRS (TYP) (SEE NOTE 5) BRIDGE DIMENSION TABLE "F" É BRIDGE TRANSVERSE SECTION NLB "G" 3" HOT MIX ASPHALT WITH HIGH PERFORMANCE WATERPROOFING MEMBRANE 9/07 VARIES NB (MATCH EXISTING) PARTIAL DEPTH CONCRETE DECK REPAIRS NB "H" '-6" '-8" '-6" "H" Northbrook Drive "I" 8" 7 " 7" Falmouth, Maine 0405 TEL: (07) FAX: (07) "J" DECK PLAN "J" 3 4'30" 47 58'00" 4 35'00" EXISTING CONCRETE PARAPET (TYP.) FASCIA AND OVERHANG REPAIRS LEG: SB SB Ë MAINE TURNPIKE LIMITS OF FULL DEPTH CONCRETE REPAIR (REPAIR AREAS TO BE FIELD VERIFIED) LIMITS OF PARTIAL DEPTH CONCRETE DECK REPAIRS (REPAIR AREAS TO BE FIELD VERIFIED) LIMITS OF FASCIA AND OVERHANG REPAIRS (REPAIR AREAS TO BE FIELD VERIFIED) DANVILLE CORNER UNDERPASS (MILE 75.8) FISHER FARM UNDERPASS (MILE 87.5) CENTER UNDERPASS (MILE 9.9) ESTIMATED REPAIR QUANTITIES FULL DEPTH CONCRETE DECK CONCRETE DECK REPAIRS (S.F.) /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF PARTIAL DEPTH REPAIRS (S.F.) REPAIRS (S.F.) FASCIA AND OVERHANG. CONTRACTOR SHALL REPAIR AREAS OF CONCRETE DECK DETERIORATION AS IDENTIFIED BY THE RESIDENT. RESIDENT SHALL IDENTIFY AND MARK AREAS FOR DECK REPAIR AFTER THE WEARING SURFACE AND MEMBRANE ARE REMOVED. CONTRACTOR SHALL ALSO REPAIR DETERIORATED AREAS OF FASCIA, FASCIA OVERHANGS, AND PARAPET JOINTS. COORDINATE WITH THE RESIDENT. PAYMENT FOR REPAIR SHALL BE UNDER THE 58 PAY ITEMS.. CONTRACTOR SHALL REPAIR AREAS OF DETERIORATED GRANITE CURB BEDDING AND JOINT MORTAR ON THE DECK AS REQUIRED. LOCATIONS OF GRANITE CURB BEDDING AND JOINT MORTAR SHALL BE FIELD DETERMINED BY THE RESIDENT. PAYMENT SHALL BE UNDER THE 58 PAY ITEMS. ALL PVC DECK WEEPS WHICH DRAIN ONTO PIERS, ABUTMENTS OR STRUCTURAL 3. STEEL SHALL BE EXTED AND DIVERTED AWAY FROM BRIDGE COMPONENTS BELOW DECK, AND SHALL EXT FT BELOW BOTTOM FLANGE, AS DIRECTED BY THE RESIDENT. PAYMENT SHALL BE BY THE VARIOUS LABOR AND EQUIPMENT ITEMS. 4. REMOVAL OF EXISTING GRANITE CURB BEDDING AND JOINT MORTAR, AS SPECIFIED BY THE RESIDENT, SHALL BE INCIDENTAL TO ITEM 0.0, "REMOVING PAVEMENT SURFACE - BRIDGE DECK". 5. FOR REQUIRED AT DRAIN TROUGHS, SEE SHEET "TYPICAL DETAILS". 6. A BEAD OF HOT-APPLIED RUBBERIZED ASPHALT SEALER SHALL BE APPLIED ALONG CURB LINES AFTER INSTALLATION OF BASE COURSE. PAYMENT SHALL NOT BE MADE DIRECTLY BUT SHALL BE CONSIDERED INCIDENTAL TO RELATED CONTRACT ITEMS. 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) TYPICAL UNDERPASS DECK PLAN & SECTION 55 5 SHEET NUMBER: S-0

15 EXPANSION JOINT FACE OF CURB (TYP.) É BRIDGE & CROWN LINE. ALL STEEL COMPONENTS SHALL BE AASHTO M70 GRADE 36, UNLESS OTHERWISE NOTED.. CONTRACTOR SHALL FIELD MEASURE EXISTING CURB PLATE AND JOINT DIMENSIONS PRIOR TO DEVELOPMENT OF SHOP DRAWINGS. 3. EXPANSION JOINT MODIFICATIONS AT EACH ABUTMENT SHALL BE PAID UNDER ITEM 50., EXPANSION DEVICE MODIFICATIONS. BACK OF BACKWALL TYP " 76 35'30" Filenam e:...\xxx_joint_repair_danvile.dgn Date://07 É BRG. ABUT. AS NOTED EXISTING BACKWALL TYP SEE DETAIL A 0 60 '-0 " ( ) 9/07 PEM 9/07 NLB PROPOSED EXPANSION DEVICE - GLAND SEAL 9/07 '-0 " ABUTMENT PLAN - DANVILLE CORNER PROPOSED EXPANSION DEVICE - GLAND SEAL EXISTING GLAND SEAL (TO BE REMOVED) SCALE: " = '-0" " = '-0" ±'-6" TYPICAL SECTION ABUTMENT É BRG. ABUT. EXISTING STEEL RAIL (TO REMAIN) (TYP.) " Ê (TYP.) EXISTING CONCRETE BRIDGE DECK 3" WEARING SURFACE Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) TYP. Š" PROPOSED GLAND SEAL ± 45 4 " " DETAIL A 3" = '-0" 4 " EXISTING EXISTING STEEL L8"x4"xƒ" (TYP.) RAIL (TO REMAIN) (TYP.) PROPOSED STEEL RAIL L 8x4xƒ" SECTION A-A CURB DETAIL 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) JOINT REPAIRS DANVILLE CORNER SHEET NUMBER: S-0 /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF 8 " EXISTING GLAND SEAL (TO BE REMOVED) ± 4" 3" = '-0" PROPOSED STEEL EXTRUSION EXISTING STEEL RAIL ± 45 (CONCRETE NOT SHOWN) " (TYP.) REMOVE EXISTING RAIL AS REQUIRED TO FIT PROPOSED EXISTING " STEEL PLATE (TYP.) 0" " MIN. " = '-0" RAIL ABOVE EXISTING EXISTING GLAND SEAL (TO BE REMOVED) A A 45 0'0" 55 0'0" " STEEL PLATE REMOVE EXISTING RAIL AS REQUIRED TO FIT PROPOSED RAIL ABOVE EXISTING

16 TYP. 0 ( ) 60 É CROWNLNE EXISTING POST JOINT REPAIR. ALL STEEL COMPONENTS SHALL BE AASHTO M70 GRADE 36, UNLESS OTHERWISE NOTED.. CONTRACTOR SHALL FIELD MEASURE EXISTING CURB PLATE AND JOINT DIMENSIONS PRIOR "x4 " BAR EXISTING L 8x4x3/4" TYP TO DEVELOPMENT OF SHOP DRAWINGS. 3. EXPANSION JOINT MODIFICATIONS AT EACH ABUTMENT SHALL BE PAID UNDER ITEM 50., EXPANSION DEVICE MODIFICATIONS. Filenam e:...\xxx_joint_repair_fisher_farm.dgn Date://07 É ABUTMENT NO. TYP AS NOTED TYP REMOVE BURRS EXISTING CURB LINE FROM CUT SURFACE PER MANUFACTURER RECOMMATIONS REMOVE TOP FLANGE OF EXISTING STEEL EDGE BEAMS (TYP.) EXISTING LOCKING COMPRESSION SEAL (TO BE REMOVED) SAM 9/07 PLAN SCALE: " = '-0" (ABUTMENT SHOWN, ABUTMENT SIMILAR) MATCH EXISTING OPENING " ± 45 EDGE BEAM MODIFICATIONS AND PROPOSED SEAL TYPICAL SECTION SCALE: 6" = '-0" " 4 " " PREPARE EXISTING STEEL EDGE BEAM SURFACES PER MANUFACTURER RECOMMATION PROPOSED BONDED SILICONE-AND-FOAM HYBIRD SEAL "x4 " BAR (TYP.) NLB 9/07 PROPOSED BONDED SILICONE-AND-FOAM HYBIRD SEAL PROPOSED "x4 " STEEL BAR L 8x4x3/4" Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) EXISTING STEEL EDGE BEAMS ± 0 " ± 0 " 9" DETAIL B CURB DETAIL SCALE: " = '-0" ± " A A REMOVE TOP FLANGE OF EXISTING STEEL EDGE BEAMS SEE DETAIL B EXT " STEEL BAR INTO PARAPET OPENING TO EXISTING STEEL EDGE BEAMS 4. CONTRACTOR SHALL REPLACE EXISTING NEOPRENE COMPRESSION SEALS WITH NEW BONDED SILICONE-AND-FOAM HYBRID SEALS. 5. THE BONDED SILICONE-AND-FOAM HYBRID SEALS TO BE FURNISHED SHALL HAVE A MINIMUM MOVEMENT RANGE OF INCHES. REMOVE TOP FLANGE OF EXISTING STEEL EDGE BEAMS (TYP.) EXISTING " STEEL PLATE (TYP.) SECTION A-A SCALE: 3" = '-0" (CONCRETE NOT SHOWN) 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) JOINT REPAIRS FISHER FARM SHEET NUMBER: S-03 9/07 /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF 8 ± 4" ± 45 PROPOSED BONDED SILICONE-AND-FOAM HYBIRD SEAL

17 EXPANSION JOINT É BRIDGE & CROWN LINE. ALL STEEL COMPONENTS SHALL BE AASHTO M70 GRADE 36, UNLESS OTHERWISE NOTED.. CONTRACTOR SHALL FIELD MEASURE EXISTING CURB PLATE AND JOINT DIMENSIONS PRIOR TO DEVELOPMENT OF SHOP DRAWINGS. FACE OF CURB (TYP.) TYP. " 3. EXPANSION JOINT MODIFICATIONS AT EACH ABUTMENT SHALL BE PAID UNDER ITEM 50., BACK OF BACKWALL 47 35' EXPANSION DEVICE MODIFICATIONS. Filenam e:...\xxx_joint_repair_center.dgn Date://07 AS NOTED EXISTING BACKWALL TYP. SEE DETAIL A 6'-0ƒ" 0 60 " ( ") ABUTMENT PLAN - CENTER PROPOSED EXPANSION DEVICE - GLAND SEAL EXISTING LOCKING COMPRESSION SEAL (TO BE REMOVED) 9/07 SAM 9/07 SCALE: " = '-0" " = '-0" ±'-6" TYPICAL SECTION ABUTMENT EXISTING STEEL RAIL (TO REMAIN) (TYP.) NLB É BRG. ABUT. 9/07 PROPOSED EXPANSION DEVICE - GLAND SEAL BRIDGE DECK 6'-0ƒ" EXISTING CONCRETE 3" WEARING SURFACE Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) TYP. Š" PROPOSED GLAND SEAL ± 45 4 " ± " DETAIL A 3" = '-0" 4 " EXISTING STEEL L8"x4"xƒ" (TYP.) L 8x4xƒ" /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF 8 EXISTING EXISTING LOCKING COMPRESSION SEAL (TO BE REMOVED) RAIL (TO REMAIN) (TYP.) " 8" 6" " " PROPOSED STEEL RAIL ± ± 4" ± 45 SECTION A-A 3" = '-0" PROPOSED STEEL EXTRUSION EXISTING STEEL RAIL " TYP. EXISTING LOCKING COMPRESSION SEAL (TO BE REMOVED) EXISTING " STEEL PLATE (TYP.) 0" " MIN. CURB DETAIL " = '-0" A A 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) 45 0'0" 55 0'0" JOINT REPAIRS CENTER " STEEL PLATE REMOVE EXISTING RAIL AS REQUIRED TO FIT PROPOSED RAIL ABOVE EXISTING SHEET NUMBER: S-04

18 DANVILLE CORNER (MILE 75.8) ABUTMENTS ESTIMATED QUANTITY OF REPAIRS ABUT. NO. ABUT. NO. TOTAL ABUTMENT REPAIRS 0 S.F. 5 S.F. 5 S.F. NOTE: Filenam e:...\xxx_75-8_sub_repairs_.dgn Date://07 LEFT WING ELEVATION LEFT WING ELEVATION ABUTMENT NO. PLAN ABUTMENT NO. ELEVATION ABUTMENT NO. PLAN ABUTMENT NO. ELEVATION 8/07 SAM 8/07 BLT 9/07 Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) RIGHT WING ELEVATION RIGHT WING ELEVATION. FOR PROCEDURAL NOTES SEE SHEET "GENERAL NOTES" LEG: LIMIT OF CONCRETE SURFACE REPAIRS LIMIT OF EPOXY INJECTED CRACK REPAIR EXISTING CONCRETE EXISTING AND PROPOSED GROUND " MIN. SAWCUT LIMIT OF MEASUREMENT FACE OF ELEMENT LIMITS OF CONCRETE REMOVAL AND PLACEMENT. EXISTING REINFORCING STEEL TO REMAIN CONCRETE REPAIR DETAIL ABUT. PIER PIER PIER 3 ABUT. LOCATION PLAN 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) SUBSTRUCTURE REPAIRS MILE 75.8 SHEET OF 3 SHEET NUMBER: S-05 /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF 8

19 DANVILLE CORNER (MILE 75.8) PIERS ESTIMATED QUANTITY OF REPAIRS PIER NO. PIER NO. PIER NO. 3 TOTAL PIER REPAIRS 0 S.F. 5 S.F. 55 S.F. 80 S.F. PLAN Filenam e:...\xxx_75-8_sub_repairs_.dgn Date://07 ELEVATION D ELEVATION D ELEVATION C PLAN ELEVATION C 8/07 BLT 8/07 SAM 8/07 PIER PIER ELEVATION B ELEVATION B Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) ELEVATION A ELEVATION A. FOR CONCRETE REPAIR DETAIL SEE SHEET "SUBSTRUCTURE REPAIRS MILE 75.8 SHEET OF 3".. FOR PROCEDURAL NOTES SEE SHEET "GENERAL NOTES" LEG: LIMIT OF CONCRETE SURFACE REPAIRS LIMIT OF EPOXY INJECTED CRACK REPAIR EXISTING CONCRETE EXISTING AND PROPOSED GROUND /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF 8 C D B SUBSTRUCTURE REPAIRS MILE 75.8 A PIER ELEVATIONS ABUT. PIER PIER PIER 3 ABUT. LOCATION PLAN 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) SHEET OF 3 SHEET NUMBER: S-06

20 . FOR CONCRETE REPAIR DETAIL SEE SHEET "SUBSTRUCTURE REPAIRS MILE 75.8 SHEET OF 3".. FOR PROCEDURAL NOTES SEE SHEET "GENERAL NOTES" PLAN LEG: LIMIT OF CONCRETE SURFACE REPAIRS Filenam e:...\xxx_75-8_sub_repairs_3.dgn Date://07 ELEVATION D ELEVATION C 8/07 BLT 8/07 SAM 8/07 PIER 3 ELEVATION B Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) ELEVATION A LIMIT OF EPOXY INJECTED CRACK REPAIR EXISTING CONCRETE EXISTING AND PROPOSED GROUND /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF 8 C D B A PIER ELEVATIONS ABUT. PIER PIER PIER 3 ABUT. LOCATION PLAN 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) SUBSTRUCTURE REPAIRS MILE 75.8 SHEET 3 OF 3 SHEET NUMBER: S-07

21 FISHER FARM (MILE 87.5) ABUTMENTS ESTIMATED QUANTITY OF REPAIRS ABUT. NO. ABUT. NO. TOTAL ABUTMENT REPAIRS EPOXY INJECTED CRACK REPAIRS 0 S.F. 0 L.F. 5 S.F. 5 S.F. 0 L.F. 0 L.F. Filenam e:...\xxx_87-5_sub_repairs_.dgn Date://07 LEFT WING ELEVATION LEFT WING ELEVATION 8/07 SAM 8/07 ABUTMENT NO. PLAN ABUTMENT NO. ELEVATION ABUTMENT NO. PLAN ABUTMENT NO. ELEVATION BLT 9/07 Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) RIGHT WING ELEVATION RIGHT WING ELEVATION. FOR CONCRETE REPAIR DETAIL SEE SHEET "SUBSTRUCTURE REPAIRS MILE 87.5 SHEET OF 3".. FOR PROCEDURAL NOTES SEE SHEET "GENERAL NOTES" LEG: LIMIT OF CONCRETE SURFACE REPAIRS LIMIT OF EPOXY INJECTED CRACK REPAIR EXISTING CONCRETE EXISTING AND PROPOSED GROUND ABUT. PIER PIER PIER 3 ABUT. LOCATION PLAN 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) SUBSTRUCTURE REPAIRS MILE 87.5 SHEET OF 3 SHEET NUMBER: S-08 /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: 08.0 OF 8

22 FISHER FARM (MILE 75.8) PIERS ESTIMATED QUANTITY OF REPAIRS PIER NO. PIER NO. PIER NO. 3 TOTAL PIER REPAIRS 85 S.F. 5 S.F. 0 S.F. 00 S.F. PLAN Filenam e:...\xxx_87-5_sub_repairs_.dgn Date://07 ELEVATION D ELEVATION D ELEVATION C PLAN ELEVATION C 8/07 BLT 8/07 SAM 8/07 PIER PIER ELEVATION B ELEVATION B Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) ELEVATION A ELEVATION A LEG: LIMIT OF CONCRETE SURFACE REPAIRS LIMIT OF EPOXY INJECTED CRACK REPAIR EXISTING CONCRETE EXISTING AND PROPOSED GROUND C D B A PIER ELEVATIONS SUBSTRUCTURE REPAIRS MILE 87.5 SHEET OF 3 /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: 08.0 OF 8. FOR CONCRETE REPAIR DETAIL SEE SHEET "SUBSTRUCTURE REPAIRS MILE 87.5 SHEET OF 3".. FOR PROCEDURAL NOTES SEE SHEET "GENERAL NOTES" ABUT. PIER PIER PIER 3 ABUT. LOCATION PLAN 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) SHEET NUMBER: S-09

23 PLAN Filenam e:...\xxx_87-5_sub_repairs_3.dgn Date://07 ELEVATION D ELEVATION C 8/07 BLT 8/07 SAM 8/07 PIER 3 ELEVATION B Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) ELEVATION A LEG: LIMIT OF CONCRETE SURFACE REPAIRS LIMIT OF EPOXY INJECTED CRACK REPAIR EXISTING CONCRETE EXISTING AND PROPOSED GROUND /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF 8. FOR CONCRETE REPAIR DETAIL SEE SHEET "SUBSTRUCTURE REPAIRS MILE 87.5 SHEET OF 3".. FOR PROCEDURAL NOTES SEE SHEET "GENERAL NOTES" C D B A PIER ELEVATIONS ABUT. PIER PIER PIER 3 ABUT. LOCATION PLAN 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) SUBSTRUCTURE REPAIRS MILE 87.5 SHEET 3 OF 3 SHEET NUMBER: S-0

24 CENTER (MILE 9.9) ABUTMENTS ESTIMATED QUANTITY OF REPAIRS ABUT. NO. ABUT. NO. TOTAL ABUTMENT REPAIRS EPOXY INJECTED CRACK REPAIRS 5 S.F. 0 L.F. 5 S.F. 5 L.F. 0 S.F. 5 L.F. Filenam e:...\xxx_9-9_sub_repairs_.dgn Date://07 LEFT WING ELEVATION LEFT WING ELEVATION 8/07 SAM 8/07 ABUTMENT NO. PLAN ABUTMENTS NO. ELEVATION ABUTMENT NO. PLAN ABUTMENTS NO. ELEVATION BLT 9/07 Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) RIGHT WING ELEVATION RIGHT WING ELEVATION. FOR CONCRETE REPAIR DETAIL SEE SHEET "SUBSTRUCTURE REPAIRS MILE 9.9 SHEET OF 3".. FOR PROCEDURAL NOTES SEE SHEET "GENERAL NOTES" LEG: LIMIT OF CONCRETE SURFACE REPAIRS LIMIT OF EPOXY INJECTED CRACK REPAIR EXISTING CONCRETE EXISTING AND PROPOSED GROUND ABUT. PIER PIER PIER 3 ABUT. LOCATION PLAN 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) SUBSTRUCTURE REPAIRS MILE 9.9 SHEET OF 3 SHEET NUMBER: S- /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF 8

25 CENTER (MILE 9.9) PIERS ESTIMATED QUANTITY OF REPAIRS PIER NO. PIER NO. PIER NO. 3 TOTAL PIER REPAIRS 50 S.F. 0 S.F. 0 S.F. 80 S.F. PLAN Filenam e:...\xxx_9-9_sub_repairs_.dgn Date://07 ELEVATION D ELEVATION D ELEVATION C PLAN ELEVATION C 8/07 BLT 8/07 SAM 8/07 PIER PIER ELEVATION B ELEVATION B Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) ELEVATION A ELEVATION A LEG: LIMIT OF CONCRETE SURFACE REPAIRS LIMIT OF EPOXY INJECTED CRACK REPAIR EXISTING CONCRETE EXISTING AND PROPOSED GROUND C D B A PIER ELEVATIONS /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF 8. FOR CONCRETE REPAIR DETAIL SEE SHEET "SUBSTRUCTURE REPAIRS MILE 9.9 SHEET OF 3".. FOR PROCEDURAL NOTES SEE SHEET "GENERAL NOTES" ABUT. PIER PIER PIER 3 ABUT. LOCATION PLAN 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) SUBSTRUCTURE REPAIRS MILE 9.9 SHEET OF 3 SHEET NUMBER: S-

26 PLAN Filenam e:...\xxx_9-9_sub_repairs_3.dgn Date://07 ELEVATION D ELEVATION C 8/07 BLT 8/07 SAM 8/07 PIER 3 ELEVATION B Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) ELEVATION A LEG: LIMIT OF CONCRETE SURFACE REPAIRS LIMIT OF EPOXY INJECTED CRACK REPAIR EXISTING CONCRETE EXISTING AND PROPOSED GROUND C D B A PIER ELEVATIONS /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF 8. FOR CONCRETE REPAIR DETAIL SEE SHEET "SUBSTRUCTURE REPAIRS MILE 9.9 SHEET OF 3".. FOR PROCEDURAL NOTES SEE SHEET "GENERAL NOTES" ABUT. PIER PIER PIER 3 ABUT. LOCATION PLAN 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) SUBSTRUCTURE REPAIRS MILE 9.9 SHEET 3 OF 3 SHEET NUMBER: S-3

27 6" 3'-0" 3'-0" 6". FOR PROCEDURAL NOTES SEE SHEET "GENERAL NOTES" EXISTING GROUND '-6" 3: 3: '-0" É CURTIS BROOK 0'-0". COFFERDAMS INTERNAL TO THE CULVERT WILL BE ALLOWED TO DIRECT FLOW AROUND CRACK AREA BEING REPAIRED. COFFERDAMS SHALL BE CONSTRUCTED ONLY OUT OF WOOD. SAND BAGS OR SIMILAR WILL NOT BE PERMITTED. EROSION CONTROL GEOTEXTILE FABRIC EXISTING GROUND '-6" DEPTH OF PLAIN RIPRAP COMMON BORROW EXISTING GROUND APPROXIMATE LOCATION OF CONCRETE REPAIRS " MIN. SAW CUT Filenam e:...\xxx_curtis_brook_repairs.dgn Date://07 É Curtis Brook ±0'-0" APPROXIMATE LOCATION OF CONCRETE REPAIR AS NOTED SEE EROSION REPAIR DETAIL THIS SHEET EROSION REPAIR DETAIL SCALE: " = '-0" SAM 9/07 36'-6" CURTIS BROOK BOX CULVERT ESTIMATED QUANTITY OF REPAIRS ABUTMENT REPAIRS EPOXY INJECTED CRACK REPAIRS 9/07 APPROXIMATE LOCATION OF CRACK (TOP, BOTTOM, AND SIDES) TOTAL 0 S.F. 40 L.F. NLB 9/07 É FISHER FARM PLAN SCALE: " = '-0" Northbrook Drive Falmouth, Maine 0405 TEL: (07) FAX: (07) DOWNSTREAM VIEW SCALE: " = '-0" 35'-9" EDGE OF PAVEMENT Flow LEG: LIMIT OF CONCRETE SURFACE REPAIRS LIMIT OF EPOXY INJECTED CRACK REPAIR EXISTING CONCRETE EXISTING AND PROPOSED GROUND LIMIT OF MEASUREMENT FACE OF ELEMENT LIMITS OF CONCRETE REMOVAL AND PLACEMENT. EXISTING REINFORCING STEEL TO REMAIN CONCRETE REPAIR DETAIL 4 LOCATIONS (MILE 75.8, 87.49, 87.5, & 9.9) CURTIS BROOK CULVERT REPAIRS PLAN AND DETAILS SHEET NUMBER: S-4 /07 MTA PROJECT MANAGER: R. NORWOOD CONTRACT: OF 8