THE GOLD STAR MEMORIAL HIGHWAY

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2 ITEM NO. ITEM DESRIPTION UNIT DENNETT RD. QUNTITY WILSON ST. QUNTITY YORK RIVER RIDGE TOTL QUNTITY ITEM NO. ITEM DESRIPTION UNIT DENNETT RD. QUNTITY WILSON ST. QUNTITY YORK RIVER RIDGE TOTL QUNTITY 0. REMOVING EXISTING ONRETE (5 Y) LS RIDGE TRNSITION TYPE III (5 Y) E REMOVING EXISTING STRUTURL ONRETE ( Y) LS RIDGE TRNSITION TYPE III, MODIFIED ( Y) E 0.0 REMOVING PVEMENT SURFE SY TERMINL NHORED E 0.03 PVEMENT UTT JOINTS SY REFLETORIZED EM GURDRIL DELINETOR E REMOVING RUMLE STRIPS LF 350, UNDERDRIN DELINETOR POST E REMOVE, MODIFY ND RESET, SINGLE RIL LF GGREGTE SUSE OURSE GRVEL Y REMOVE, MODIFY ND RESET, DOULE RIL LF GURDRIL DJUST, SINGLE RIL LF HOT MIX SPHLT,.5MM NOMINL MXIMUM SIZE (POLYMER MODIFIED) TON Filenam e:...\ridge\mst\00_quantities.dgn Date:/3/ HOT MIX SPHLT, 9.5MM NOMINL MXIMUM SIZE HOT MIX SPHLT, 9.5 MM NOMINL MXIMUM SIZE (SHIMMING) HOT MIX SPHLT,.5 MM NOMINL MXIMUM SIZE (SE ND INTERMEDITE SE OURSE) ITUMINOUS TK OT, PPLIED STRUTURL ONRETE UTMENTS ND RETINING WLLS EPOXYOTED REINFORING STEEL, FRITED ND DELIVERED EPOXYOTED REINFORING STEEL, PLING STRUTURL STEEL REPIR ZINRIH PROTETIVE OTING SYSTEM LUMINUM RIDGE RILING SPLIE MODIFITION LER PROTETIVE OTING FOR ONRETE SURFES RODST SELNT FOR ONRETE SURFES UTMENT REPIRS GRNITE UR JOINT MORTR ND EDDING MORTR REPIR EPOXY INJETION RK REPIR LONGITUDINL JOINT REPIR REPIR OF OVERHED SURFES <8 INHES FSI ND OVERHNG REPIRS EXPNSION DEVIE SPHLTI PLUG JOINT EXPNSION DEVIE MULTIDIRETIONL STRUTURL SEL EXPNSION DEVIE ONDED SILIONFOM HYRID JOINT SEL ERING REHILITTION, ROKER ERINGS TEMPORRY ONRETE RRIER, TYPE I SUPPLIED Y UTHORITY MEDIN RRIER TYPE I PREST MEDIN RRIER TYPE I STINPLE MEDIN RRIER TYPE I PREST RSH USHIONS TL3 " ULVERT PIPE OPTION III 4" ULVERT PIPE OPTION III TH SIN TYPE TH SIN TYPE F5 " UNDERDRIN TYPE ONSULTNT PROJET MNGER: LT LT /08 /08 TON TON TON GL Y L L LS LS E SY SY SF LF LF LF SF SF LF LF LF E LS LF LF E UNIT LF LF E E LF hecked DSM / ,500, , , Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) SNOW FENE ONRETE UR TYPE " SOLID WHITE PVEMENT MRKING LINE 6" WHITE OR YELLOW PINTED PVEMENT MRKING LINE REMOVING PVEMENT MRKINGS TEMPORRY PVEMENT MRKING LINE WHITE OR YELLOW TEMPORRY RISED PVEMENT MRKERS HND LOR, STRIGHT TIME IR OMPRESSOR (INLUDING OPERTOR) IR TOOL (INLUDING OPERTOR) TRUK LRGE (INLUDING OPERTOR) FLSHING RROW ORD TYPE III RRIDE DRUM ONE ONSTRUTION SIGNS MINTENNE OF TRFFI ONTROL DEVIES FLGGERS PORTLE HNGELE MESSGE SIGN TRUK MOUNTED TTENUTOR UTOMTED TRILER MOUNTED SIGN MOILIZTION LF LF LF LF SF LF E HR HR HR HR E E E E SF LS HR E D D LS RIDGE REPIRS QUNTITIES DENNETT ROD OVERPSS ,00 3,300 0,600 5, , SHEET NUMER: QT0 DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40

3 SPEIFITIONS: GENERL ONRETE REPIR PROEDURL LIST OF REVITIONS Filenam e:...\ridge\mst\003_gen_notes.dgn Date:/3/08 DESIGN SHTO LRFD RIDGE DESIGN SPEIFITIONS 7TH EDITION WITH INTERIMS THROUGH 06. ONSTRUTION STTE OF MINE, DEPRTMENT OF TRNSPORTTION STNDRD SPEIFITIONS NOVEMER, 04 STTE OF MINE DEPRTMENT OF TRNSPORTTION STNDRD DETILS, NOVEMER 04, WITH LTEST REVISIONS SHTO LRFD RIDGE ONSTRUTION SPEIFITIONS, THIRD EDITION WITH 06 INTERIMS MTERILS: ONRETE POSTS, MEDIN RRIER, ND MEDIN TRNSITION RRIERS SHLL E LSS LL PTHING ND REPIR RES SHLL E LSS MODIFIED. REINFORING STEEL SHTO M3, GRDE 60 EPOXYOTED. SI DESIGN STRESSES: ONRETE LSS Ø = 4500 P.S.I. LSS MODIFIED, Ø = 4,500 P.S.I. REINFORING STEEL Ö = 60,000 P.S.I. DSM DSM SHIELDING REQUIRED DURING ONSTRUTION SHLL NOT PROJET ELOW THE... THESE PLNS. LED PINT. UTILITY: MRKED RES. ONSULTNT PROJET MNGER: THE ONTRTOR IS REQUIRED TO LL DIG SFE T T LEST 7 HOURS PRIOR TO THE STRT OF THE. LL DETILS SHLL E IN ONFORMNE WITH MINE DEPRTMENT OF TRNSPORTTION (MDOT) STNDRD DETILS, HIGHWYS ND RIDGES, LTEST REVISION ND MDOT EST MNGEMENT PRTIES FOR EROSION ND SEDIMENT ONTROL, LTEST REVISION UNLESS OTHERWISE INLUDED IN NO SEPRTE PYMENT FOR SUPERINTENT OR FOREMN WILL E MDE FOR THE SUPERVISION OF EQUIPMENT EING PID FOR UNDER THE EQUIPMENT RENTL ITEMS. THE PROPOSED ELEVTIONS RE SED ON THE NVD 88 DTUM. THE SUILT PLNS RE SED ON NGVD 9 DTUM. FOR DDITIONL DETILS REFERENED OR NOT SHOWN IN THESE DRWINGS, SEE THE STTE OF MINE, DEPRTMENT OF TRNSPORTTION STNDRD DETILS, HIGHWYS ND RIDGES, NOVEMER 04 WITH UPDTES. OPIES OF THE SUILT PLNS RE ON FILE T THE MINE TURNPIKE UTHORITY. PORTION OF THESE PLNS RE INLUDED IN THIS ONTRT FOR THE ONTRTOR'S ONVENIENE. THE OMPLETENESS ND URY OF THESE PLNS IS NOT GURNTEED. REINFORING STEEL SHLL HVE LER OVER OF " MIN., UNLESS OTHERWISE NOTED. HMFER LL EXPOSED ONRETE EDGES ƒ" UNLESS OTHERWISE NOTED. LL PROPOSED ONRETE UR FES ND INSIDE ND TOP FES OF THE POSTS SHLL REEIVE RUED FINISH PRIOR TO THE PPLITION OF THE LER PROTETIVE OTING FOR ONRETE SURFE. OTTOM FLNGES OF GIRDERS. LL PINT ON EXISTING STEEL, DMGED Y ONTRTOR'S OPERTIONS, SHLL E REPIRED TO THE STISFTION OF THE RESIDENT T THE ONTRTOR'S EXPENSE. THE ONTRTOR SHLL NOTE THT THE EXISTING RIDGE STRUTURES ONTIN LED SED PINT. THE ONTRTOR SHLL INSTITUTE EVERY PREUTION WHEN ING WITH MTERILS OTED WITH. WHERE DRILLING ND NHORING OF REINFORING STEEL IS REQUIRED, THE ONTRTOR SHLL USE MTERIL LISTED ON THE MINEDOT PREQULIFIED LIST OF HEMIL NHORING MTERILS. THE DEPTH OF EMEDMENT SHLL E SUFFIIENT TO DEVELOP 5% OF THE YIELD STRENGTH OF THE R, UT SHLL E NO LESS THN THE MINIMUM DEPTH OF EMEDMENT WHEN SPEIFIED. WHERE MINIMUM EMEDMENT DEPTH HS NOT EEN SPEIFIED, R LENGTHS HVE EEN DEVELOPED SED ON N SSUMED EMEDMENT DEPTH OF 9" FOR #5 RS ND " FOR #6 RS. THE ONTRTOR SHLL VERIFY THE REQUIRED DEPTH OF EMEDMENT ND DJUST THE REQUIRED R LENGTHS S REQUIRED. 3. PYMENT FOR DRILLING ND NHORING OF REINFORING STEEL IS INIDENTL TO ITEM 503.5, EPOXYOTED REINFORING STEEL, PLING. 4. ED OF HOTPPLIED RUERIZED SPHLT SELER SHLL E PPLIED LONG UR LINES FTER INSTLLTION OF SE OURSE ND LONG LL SURFE PVEMENT JOINTS. PYMENT SHLL NOT E MDE DIRETLY, UT SHLL E ONSIDERED INIDENTL TO RELTED ONTRT ITEMS. THE ONTRTOR SHLL NOTIFY THE RESIDENT 0 DYS PRIOR TO ONSTRUTION SO THE RESIDENT N RRNGE FOR MINE TURNPIKE UNDERGROUND UTILITY LOTION. LL PROPOSED SIGN LOTIONS ND EXVTIONS LOTIONS SHLL E MRKED T THE NOTIFITION TIME. EXVTING WILL NOT E PERMITTED UNTIL THE UTHORITY HS LOTED ND MRKED ITS' UNDERGROUND UTILITIES, OR NOTIFIED THE RESIDENT THT THERE RE NO UNDERGROUND UTILITES IN THE THE UTHORITY S PROGRMMED TWO FIELD VISITS FOR MINE TURNPIKE UTILTY OORDINTION ON THIS PROJET. SHOULD THE ONTRTOR NEED DDITIONL SIGN LOTIONS ND/OR DDITIONL EXVTION LOTIONS MRKED, OR SHOULD THE ONTRTOR FIL TO MINTIN THE UTHORITY'S PERVIOULY ESTLISHED DIG SFE MRKS, THE UTHORITY SHLL DEDUT THE DDED MRKINGS OSTS FROM THE ONTRTOR'S PYMENTS. 0/07 hecked NL 0/07 Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) REMOVL PROEDURE: ONRETE REPIRS, INLUDING THE SSOITED REMOVLS, WILL E PID UNDER 58 ITEMS. NY REINFORING STEEL REQUIRED TO REPLE DETERIORTED EXISTING REINFOREMENT SHLL E EPOXY OTED ND WILL E PID FOR UNDER ITEM 503.4, "EPOXYOTED REINFORING STEEL, FRITED ND DELIVERED" ND ITEM 503.5, "EPOXYOTED REINFORING STEEL, PLING." ONRETE SURFE PTH/REPIR PROEDURE:. PREPRE ND PTH REPIR RES WITH LSS MODIFIED ONRETE. SEE SPEIFITIONS FOR MTERIL, PREPRTION, PLEMENT, ND URING REQUIREMENTS. GENERL FINISHING: ONTRTOR SHLL REMOVE TETYL OTING WHERE PRESENT PRIOR TO. PYMENT SHLL E INIDENTL TO THE SPEIFIED 58 ITEMS. PRIOR TO THE STRT OF THE ONRETE REMOVL, THE RESIDENT ND THE ONTRTOR SHLL SOUND LL EXPOSED SURFES OF ONRETE ND GREE ON THE REMOVL S. SHOULD THE REMOVL RE S PPER TO HNGE DURING THE DEMOLITION PROESS, THE ONTRTOR SHLL NOTIFY THE RESIDENT. THE RESIDENT ND ONTRTOR SHLL GREE ON THE REVISED PY S PRIOR TO THE ONTRTOR ONTINUING THE REMOVL. PERFORM INH DEEP SWUTS LONG S OF REMOVL. HIP ONRETE TO DEPTH REQUIRED PER SPEIFITIONS. LL EXPOSED ONRETE SURFES SHLL E OTED WITH PROTETIVE OTING SUITLE FOR ONRETE SURFES FTER PTHING IS OMPLETE ND PTH MTERILS HVE URED. PIGMENTED PROTETIVE OTING SHLL E PPLIED TO LL UTMENT FES, LL WINGWLL FES, ND LL POST OUTSIDE FES. LER PROTETIVE OTING SHLL E PPLIED TO LL ONRETE UR FES, LL FSIS ND FSI OVERHNGS, ND LL POST INSIDE ND TOP FES. EPOXY INJETION RK REPIR: PREPRE ONRETE SURFE ND RK RE Y LENING SUSTRTE WITH WIRE RUSH TO REMOVE LITNE ND ONTMINNTS. LST LEN THE RK ND ONRETE SURFE; DO NOT USE WTER. SET INJETION PORTS LONG THE LENGTH OF THE RK USING HIGHMODULUS EPOXY DHESIVE. ONE SET, SEL PORTS ND RK WITH SME EPOXY DHESIVE. WHEN THE EPOXY DHESIVE SEL HS URED, INJET HIGHMODULUS, LOWVISOSITY EPOXY SUH S SIKDUR 35, SIKDUR 55, OR PPROVED EQUL. UT. DDL. SG. LT. PPROX. OT. RG. L. É ON. ONSTR. DEMO. DI. DIPH. E. E E.F. EL. EQ. EXIST. EXP. F.F. JT. MX. MIN. MT N N.F. N.T.S. O.H.W. PED. PGL Ê PROP. RDWY. SHLD. S SP. ST. T.&. TPKE. TYP. U.O.N. VERT. W W.P. UTMENT DDITIONL GGREGTE SUSE OURSE GRVEL LTERNTE PPROXIMTE OTTOM ERING LER ENTERLINE ONRETE ONSTRUTION DEMOLITION DIMETER DIPHRGM EH ESTOUND EH FE ELEVTION EQUL EXISTING EXPNSION FR FE JOINT MXIMUM MINIMUM MINE TURNPIKE UTHORITY NORTHOUND NER FE ORDINRY HIGH WTER PEDESTL PROFILE GRDE LINE PLTE PROPOSED RODWY SHOULDER SOUTHOUND SPES STTION TOP & OTTOM TURNPIKE TYPIL RIDGE REPIRS UNLESS OTHERWISE NOTED VERTIL GENERL NOTES WESTOUND ING POINT DENNETT ROD OVERPSS SHEET NUMER: GN0 0/07 DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40

4 Filenam e:...\xxx_traffic_ontrol_details_.dgn Date:/3/08 * UTOMTED TRILER MOUNTED SIGN (TMSLS) ** SIGN SHL E USED DURING STOPPGES OF TRFFI G05aP R R6aP SEE NOTE G05aP R R6aP XX RIGHT LNE LOSED / MILE LEFT LNE LOSED / MILE ROD MILE SHLD SYEL PSSING LNE " WLL TRVEL LNE SWEL SHLD 300' G0 R ROD RE UFFER DRUMS 40' INTERVLS ON TPER FLSHING RROW W34 ** S ** E PREPRED TO STOP W0 ( MILE) EXPET STOPPED TRFFI SINGLE LNE LOSURE SIGNS ON ESELS FINES DOULE XX FINES DOULE RIGHT LNE LOSED / MILE LEFT LNE LOSED / MILE ROD MILE WLL SWEL 500' 500' 60' 000' 640' 300' R RE UFFER FLSHING RROW W34 ** E PREPRED TO STOP W0 ( MILE) S ** STOPPED SINGLE LNE LOSURE POST MOUNTED SIGN SETUP SHLD DYTIME LNE LOSURE OF SHORTTERM (MINLINE) L MINE TURNPIKE L MINE TURNPIKE SYEL PSSING LNE " SHLD TRVEL LNE 500' 500' 00' 60' 300' DYTIME LNE LOSURE OF SHORTTERM (MINLINE) G0 000' 640' 300' ROD DRUMS 40' INTERVLS ON TPER 800' 800' *TMSLS 800' 800' *TMSLS JRH JRH W4 (R or L) W35 W35 8/07 8/07 XX EXPET TRFFI DRUMS 80' INTERVLS ON TNGENT XX W05 (R or L) (/ MILE).FOR ESEL SET UP ONLY, THIS SIGN IS NOT RKETED. ONE SIGN SSEMLY IS PLED T THE OF THE TPER. * UTOMTED TRILER MOUNTED ** SIGN SHL E USED DURING W4 (R or L) DRUMS 80' INTERVLS ON TNGENT W05 (R or L) (/ MILE) FOR POST MOUNTED SIGN SETUP, UNOVER SIGNS DJENT TO OPEN LNE FOR SHORT TERM LNE LOSURE (LESS THN 4 HRS); UNOVER OTH SIGNS FOR PERMNENT LNE LOSURE (GRETER THN 4 HRS) SIGN (TMSLS) STOPPGES OF TRFFI 840' 840' 840' 840' ONSULTNT PROJET MNGER: hecked KSD 9/07 ONSTRUTION ENTRNE NO DRUMS DRUMS 80' (TYP) 40' SHLD SYEL PSSING LNE WLL TRVEL LNE SWEL SHLD 50' RD. 500' 000' 50' MERGE G0 S0 W5 ROD W0 (HED) W73aP STILIZED ONSTRUTION ENTRNE SEE EST MNGEMENT PRTIES 50' MIN. LENGTH TRUKS ENTERING SHOULDER ROD HED STILIZED ONSTRUTION ENTRNE SPED L MINE TURNPIKE L MINE TURNPIKE SHLD SYEL PSSING LNE WLL TRVEL LNE SWEL 400' 500' 50' 40' SHLD 500' 75' 500' 000' 500' G0 RE 8: FLRE W5bR (000') W0 SHOULDER LOSURE 400' ELERTION RE 00' MIN. DEELERTION RE. SIGN G0 IS NOT REQUIRED IF ENTRNE IS WITHIN THE. ROD TEMPORRY (HED) SHOULDER LOSURE (MINLINE) ESTLISHED. NEXT X FEET RIGHT SHOULDER LOSED 000 FT ROD HED OR ONRETE RRIER W5aR W73aP RSH USHION TL3 THE W0 ND G0 SIGNS RE NOT REQUIRED NEXT X FEET IF THE SHOULDER LOSURE IS WITHIN PREVIOUSLY NEXT X MILES. "TRUKS ENTERING" SIGN SHLL LSO E USED T LOTIONS WHERE TRUKS ENTER THE FROM THE TRVEL LNE. NOTE: Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) RIGHT SHOULDER LOSED OR NEXT X MILES. PVEMENT MRKINGS. DRUMS 80' INTERVLS ON TNGENT SHLD SYEL PSSING LNE WLL TRVEL LNE SWEL SHLD 000' 500' 500' G0 RE W5 SHOULDER ROD SHOULDER W0 (HED) SHOULDER OF SHORTTERM (MINLINE) THE W0 ND G0 SIGNS RE NOT REQUIRED IF THE SHOULDER LOSURE IS WITHIN PREVIOUSLY ESTLISHED RSH USHION TL3. WLL = ROKEN WHITE LNE LINE SWEL = SOLID WHITE EDGE LINE SYEL = SOLID YELLOW EDGE LINE TWLL = TEMPORRY ROKEN WHITE LNE LINE TSWEL = TEMORRY SOLID WHITE EDGE LINE TSYEL = TEMPORRY SOLID YELLOW EDGE LINE DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40 L MINE TURNPIKE LL PVEMENT STRIPING & SIGNING SHLL E IN ORDNE WITH THE "MNUL ON UNIFORM TRFFI ONTROL DEVIES", U.S.D.O.T., F.H.W.., LTEST EDITION. NOTE THERE IS 009 EDITION OF MUTD.. LL, STOP, ND YIELD SIGNS RE TO E MOUNTED 5 FEET OVE THE PVEMENT SURFE. 3. THESE PLNS SHOW THE GENERL ONDITION FOR TURNPIKE MINLINE TRFFI ONTROL. DURING ONSTRUTION, SLIGHT MODIFITIONS IN ONSTRUTION PROEDURE MY OUR ND MY REQUIRE SOME MINOR DJUSTMENTS TO E MDE IN THE FIELD. LL PROEDURES MUST E PPROVED Y THE RESIDENT. 4. THE ONTRTOR SHLL REMOVE LL PVEMENT MRKINGS THT ONFLIT WITH PROPOSED PVEMENT MRKINGS IN ORDNE WITH THE SPEIFITIONS ND MUTD. PYMENT SHLL E MDE UNDER ITEM REMOVING 5. EXPOSED RRIER S SHLL E PROTETED Y RSH USHION. PYMENT WILL E UNDER ITEM NOTE: GENERL MINTENNE OF TRFFI REVITIONS FOR LL M.O.T. PLNS: ROD HED RIDGE REPIRS DENNETT ROD OVERPSS TRFFI ONTROL DETILS SHEET OF 5 SHEET NUMER: MT0

5 SHLD SHLD SHLD SHLD Filenam e:...\xxx_traffic_ontrol_details_.dgn Date:/3/08 G05aP R R6aP XX FINES DOULE DRUMS 80' INTERVLS ON TNGENT W4 (R or L) INTERVLS ON TPER (TYP) DRUMS 40' LEFT LNES LOSED / MILE * UTOMTED TRILER MOUNTED SIGN (TMSLS) ** SIGNS ONLY USED WHEN RUMLE STRIPS RE USED L MINE TURNPIKE RIGHT LNES LOSED / MILE ROD MILE. SIGNS DESIGNTED WITH *** SHLL E USED DURING STOPPGES OF TRFFI. JRH JRH 8/07 8/07 RE DOULE LNE LOSURE ONSULTNT PROJET MNGER: 500' 500' 00' 800' G0 R 60' 840' 680' 840' 840' 000' KSD ROD UFFER FLSHING RROW FLSHING RROW W0 ( MILE) S *** hecked 300' 300' 640' 800' 800' *TMSLS W4 (R or L) W35 9/07 XX W05a (R or L) (/ MILE) W34 *** E PREPRED TO STOP EXPET STOPPED TRFFI Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) ON TNGENT TRFFI ONTROL DETILS SHEET OF 5 SHEET NUMER: MT0 DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40 W0 (HED) ROD HED W04 ONE LNE ROD HED W07a DRUMS 60' DRUMS 30' ON TPER ROD G0 G0 ROD 00 FT. MX., 50 FT. MIN. RE W04 ONE LNE ROD HED W0 (HED) ROD HED LOL ROD SINGLE LNE LOSURE DURTION OPERTIONS (LESS THN HOUR). ONE LNE TWOWY TRFFI TPER (00 FT. MX.,50 FT. MIN.) W07a ROD HED ND ROD SIGNS MY E OMITTED FOR SHORT. FLGGERS SHLL E LOTED SO THEY RE LERLY VISILE TO PPROHING DRIVERS. 3. SIGN SPING SSUMES LOL ROD IS 40 MPH OR LESS. 350' 400' 350' 300' 300' 300' 50' RIDGE REPIRS DENNETT ROD OVERPSS

6 ROD G0 500' R 500' Filenam e:...\xxx_traffic_ontrol_details_3.dgn Date:/3/08 ROD G0 500' R 500' 00' 00' ONSULTNT PROJET MNGER: JRH TSK DENNETT ROD DENNETT ROD /08 /08 hecked JRH /08 500' UFFER 80' O.. MINE TURNPIKE SOUTHOUND MINE TURNPIKE NORTHOUND DENNETT ROD RIGHT LNE LOSURES SOUTHOUND 500' UFFER 80' O.. MINE TURNPIKE SOUTHOUND MINE TURNPIKE NORTHOUND DENNETT ROD LEFT LNE LOSURES SOUTHOUND Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) EXIT RMP LOSED EXIT RMP LOSED 555' 40' O.. EXTENSION OF RMP TNGENT 660' 80' O.. 555' 660' 80' O.. EXIT ONRMP SEE DOULE LNE LOSURE DETIL 500' 500' SEE DOULE LNE LOSURE DETIL RIDGE REPIRS DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40 45' EXIT ONRMP YIELD R 500' 000' W3 55 FINES DOULE EXIT ONRMP 55 FINES DOULE EXIT ONRMP G05aP R R6aP G05aP R R6aP ROD HED W0 (HED) ROD HED W0 (HED) DENNETT ROD OVERPSS TRFFI ONTROL DETILS SHEET 3 OF 5 500' MINE TURNPIKE SOUTHOUND MINE TURNPIKE SOUTHOUND SHEET NUMER: MT03

7 SEE DOULE LNE LOSURE DETIL 575' ± 80' O.. WILSON ROD MINE TURNPIKE NORTHOUND Filenam e:...\xxx_traffic_ontrol_details_4.dgn Date:/3/08 ROD HED W0 (HED) ROD HED W0 (HED) NORTHOUND ONSULTNT PROJET MNGER: ONRMP 500' SEE DOULE LNE LOSURE DETIL NORTHOUND ONRMP 500' JRH TSK /08 /08 45' 40' O.. hecked 55 FINES DOULE 55 FINES DOULE G05aP R R6aP G05aP R R6aP JRH /08 530' ± 40' O.. RMP TNGENT EXTENSION WILSON ROD RIGHT LNE LOSURES NORTHOUND 575' ± 80' O.. MINE TURNPIKE NORTHOUND 530' ± 40' O.. WILSON ROD LEFT LNE LOSURES NORTHOUND Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) ' UFFER 80' O.. 300' UFFER 80' O.. RIDGE REPIRS DENNETT ROD OVERPSS TRFFI ONTROL DETILS SHEET 4 OF 5 SHEET NUMER: MT04 DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40 WILSON ROD 00' 00' 500' 500' R R 500' 500' ROD G0 ROD G0

8 Filenam e:...\xxx_traffic_ontrol_details_5.dgn Date:/3/08 PMS PMS MESSGES: I95 S RMP LOSED SREEN # XX/XX XX/XX SREEN # ( WEEK PRIOR TO LOSURE) TO GREENLEF RD S5 S5 OVER (PYMENT INIDENTL TO ITEM 65.40) INTERSTTE 95 I95 S EXIT ON RMP LOSED USE EXIT I95 S EXIT ON RMP LOSED USE EXIT EXIT 4 EXIT 3 ONSULTNT PROJET MNGER: PMS 4 STTE EXIT EXIT 7 EEH RD RD RG 0/07 hecked JRH MINE NE W HMPSHIRE OLT HILL RD ROUTE YPSS EXIT 5 0/07 DOW HWY EXIT MRTIN RD DENNETT RD TO 03 Dennett Rd Eliot, Maine EXIT MILE (.6 km) EXIT TO EXIT LOSED S3 INTERSTTE 95 Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) Eliot Navy Yard TO 03 EXIT Dennett Rd Eliot, Maine / MILE EXIT Kittery Foreside /4 MILE KITTERY NEXT 3 EXITS EXIT EXIT EXIT LOSED E5a SOUTH VI EXIT S RG 0/07 DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40 I95 S EXIT ON RMP LOSED USE EXIT S5 03 EXIT YPSS Kittery enter Memorial ircle / MILE TO ITEM 65.40) SOUTH 03 EXIT YPSS Kittery enter Memorial ircle OVER (PYMENT INIDENTL TO 03 Eliot Navy Yard EXIT Kittery Foreside EXIT LOSED S3 OVER (PYMENT INIDENTL TO ITEM 65.40) GENERL MINTENNE OF TRFFI. LL TEMPORRY LNE LOSURES SHLL E OORDINTED WITH NHDOT ND NH STTE POLIE. RIDGE REPIRS DENNETT ROD OVERPSS TRFFI ONTROL DETILS SHEET 5 OF 5 SHEET NUMER: MT05

9 E XIT OFF RMP EXIT LOSED E5a DENNETT ROD 36 Filenam e:...\highw Y\MST\LOLDET00.dgn Date:/3/08 DETIL PLE (4) TYPE lll RRIDES INTERSTTE RG RG M48a DETOUR ONSULTNT PROJET MNGER: 0/07 0/07 SEE DETIL 00' hecked JRH YPSS 0/07 DENNETT ROD RNGER DRIVE OLD POSTROD D3DENNETT ROD M49 (L) DETOUR ROD GORGE S Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) EXIT NORTHOUND OFF RMP LOSED 00' 00' D3 DENNETT ROD M49 (R) DETOUR 00' 00' 36 DOW HIGHW Y KITTERY YPSS 36 DENNETT ROD DETOUR DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40 D3 M49 (R) INTERSTTE NORTH TURNPIKE INTERSTTE YPSS DENNETT ROD DETOUR D3 M49 (SR). FOR DDITIONL SIGNING SEE TRFFI ONTROL DETILS SHEETS ND PHSING PLNS. MINE RIDGE REPIRS DENNETT ROD OVERPSS DETOUR PLN DETOUR ROUTE TO DENNETT RD DURING EXIT N RMP LOSURE EXIT NORTHOUND OFF RMP SHEET NUMER: MT06

10 PLE (3) TYPE lll RRIDES SEE DETIL JT INTERSTTE OVER (PYMENT INIDENTL TO ITEM 65.40) Filenam e:...\highw Y\MST\LOLDET00.dgn Date:/3/08 ROD LOSED R DENNETT ROD E XIT ON RMP DETIL OVER (PYMENT INIDENTL TO ITEM 65.40) M48 DETOUR M3SOUTH M M6 (L) INTERSTTE OVER (PYMENT INIDENTL TO ITEM 65.40) M48 DETOUR M45 M3SOUTH M M6 (R) INTERSTTE INTERSTTE JT TO SOUTH INTERSTTE INTERSTTE RG RG M63 OVER (PYMENT INIDENTL TO ITEM 65.40) M48 DETOUR M45 SOUTH INTERSTTE OVER (PYMENT INIDENTL TO ITEM 65.40) ONSULTNT PROJET MNGER: TO 0/07 0/07 00' M48 DETOUR M48 DETOUR M45 M3SOUTH M M6 (L) TO JT INTERSTTE INTERSTTE hecked JRH 00' 0/07 YPSS DENNETT ROD TO NORTH INTERSTTE M48 DETOUR TO SOUTH INTERSTTE ' YIELD RNGER DRIVE OLD POSTROD EXIT SOUTHOUND ON RMP LOSED ROD M6 (L) OVER M6R OVER (PYMENT INIDENTL TO ITEM 65.40) GORGE S TO ITEM 65.40) Northbrook Drive uilding, Suite One OVER (PYMENT INIDENTL TO ITEM 65.40) M48 DETOUR M45 M3SOUTH M M6 (R) (PYMENT INIDENTL Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) TO INTERSTTE 36 M45 M3SOUTH M M6 (R) TO INTERSTTE DOW HIGHW Y 36 SOUTH INTERSTTE 95 YPSS N.H. MSS NORTH NORTH NORTH 36 KITTERY MLL RD. 36 SOUTH INTERSTTE TO: NORTH MSS TO NORTH INTERSTTE M48 DETOUR TO SOUTH INTERSTTE M6 (L) OVER M6 (R) (PYMENT INIDENTL TO ITEM 65.40) DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40 NORTH INTERSTTE. FOR DDITIONL SIGNING SEE TRFFI ONTROL DETILS SHEETS ND PHSING PLNS. RIDGE REPIRS DENNETT ROD OVERPSS DETOUR PLN DETOUR ROUTE TO I95 S DURING EXIT S RMP LOSURE EXIT SOUTHOUND ON RMP SHEET NUMER: MT07

11 ITEM 0.06 REMOVING RUMLE STRIPS STTION TO STTION , RT , RT , RT , RT PPROX. NORTH SHOULDER PVING (SEE NOTE 5) Filenam e:...\00\highw Y\MST\MOTPhase.dgn Date:/3/08 ROD MILE W0 ( MILE) 000' 55 W35 000' 8'0" RMP LNE NRROWS W4b (R) W54 000' VR. GORE 370' SHLD TPER 55 FINES DOULE 40' O.. 000' G05aP R R6aP DW TSK 0/07 0/07 TSYEL TSWEL *TMSLS ONSULTNT PROJET MNGER: '0" TRVEL LNE '0" TRVEL LNE INSTLL NEW DRINGE PER GENERL PLN RSH USHION (TL3) TSWLL TSWLL 555' LNE SHIFT 40' O.. hecked 577 '0" TRVEL LNE JRH 578 6'0" 0/ LF RRIER Ë MINE TURNPIKE VR. (LOOKING NORTHOUND) 8:TPER 50' TNGENT 50' 80' O.. TNGENT T INTERSETION VRIES VRIES 30'0" MIN. 70' RIDGE DEK RIDGE 50' DEK 50' 30' PHSE I NORTHOUND '0" TRVEL LNE DENNETT ROD RIDGE DEK ROSS SETION 579 PHSE I PHSE I RE Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) :TPER '0" 3'0" '0" '0" TRVEL LNE '0" TRVEL LNE TSYEL TSWLL '0" TRVEL LNE PHSE I TRFFI '0" 90 LF TRVEL LNE TSWLL RRIER '0" RMP 586 RMP LOSED 555' LNE SHIFT 40' O.. * '0" TRVEL LNE TSWEL VR. 587 '0" 588 EXIT LOSED E5a ON TYPE III RRIDES 500' 500' R ROD G0 MINE TURNPIKE SOUTHOUND MINE TURNPIKE NORTHOUND * 0' O.. DJENT TO RMP *UTOMTED TRILER MOUNTED SIGN (TMSLS) MINTENNE OF TRFFI PHSE I SHEET NUMER: MT08 DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40. ONTRTOR SHLL PROVIDE LTERNTE SIGN TTHMENTS FOR SIGNS PLED ON THE PISTIQU RIVER RIDGE.. S SHOWN RE NOT DEQUTE FOR LL TIVITIES ND LNE LOSURES MY E NEESSRY. 3. LL STTIONS RE PPROXIMTE FOR SOUTHOUND SHOULDER LOSURE SIGNING, SEE DETIL SHEET MT0. 5. NORTHOUND SHOULDERS SHLL E PVED TO FINL ONDITIONS DURING PHSE I. TEMPORRY PVEMENT SHLL E USED TO TRNSITION TO EXISTING MEDIN GRDES UNTIL NEW PREST MEDIN RIER IS INSTLED IN PHSE IV. RIDGE REPIRS DENNETT ROD OVERPSS

12 ITEM 0.06 REMOVING RUMLE STRIPS STTION TO STTION , RT , RT PPROX. NORTH W FLSHING RROW ORD S9 Filenam e:...\00\highw Y\MST\MOTPhase.dgn Date:/3/08 ROD MILE W0 ( MILE) 000' 55 W35 000'. S8 000' LNE NRROWS W54 55 FINES DOULE 3. LL STTIONS RE PPROXIMTE. DW TSK SHLD TPER 40' O.. 000' G05aP R 370' R6aP 0/07 0/07 *TMSLS *TMSLS 5' SHLD TPER 40' O.. JRH RSH USHION (TL3) 555' LNE SHIFT 40' O.. 35' LNE SHIFT 40' O.. INSTLL TEMPORRY. S SHOWN RE NOT DEQUTE FOR LL TIVITIES ND LNE RRIER MRKERS ON FLRED RRIERS ONTRTOR SHLL PROVIDE LTERNTE SIGN TTHMENTS FOR SIGNS PLED ON THE PISTIQU RIVER RIDGE. LOSURES MY E NEESSRY. ONSULTNT PROJET MNGER: 8'0" RMP hecked 577 VR. GORE 578 '0" TRVEL LNE 0/ '0" TRVEL LNE ' TNGENT 50' 300 LF 80' O.. RRIER 50' TNGENT 50' 80' O.. '0" TRVEL LNE 8: TPER Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) DEK RIDGE 50' DEK PHSE II NORTHOUND RIDGE 50' '0" VR. VR. VR. PHSE II 30' S9 Ë MINE TURNPIKE (LOOKING NORTHOUND) 385' LNE SHIFT 40' O.. 30 LF RRIER TNGENT T INTERSETION PHSE II TRFFI '0" (MIN.) '0" TSYEL TSWEL VRIES '0" 4'0" '0" TRVEL LNE DENNETT ROD RIDGE DEK ROSS SETION 586 TSYEL RMP LOSED 555' LNE SHIFT 40' O.. * PHSE II RE '0" (MIN.) '0" 587 TSWEL TSYEL TRVEL LNE TSWEL EXIT LOSED E5a ON TYPE III RRIDES * DRUMS 0' O.. DJENT TO RMP '0" TRVEL LNE 500' 500' R TRVEL LNE ROD G0 MINE TURNPIKE SOUTHOUND MINE TURNPIKE NORTHOUND *UTOMTED TRILER MOUNTED SIGN (TMSLS) RIDGE REPIRS DENNETT ROD OVERPSS MINTENNE OF TRFFI PHSE II SHEET NUMER: MT09 DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF TSWLL 3'0" '0" '0" TRVEL LNE 589 '0" TSYEL TSWLL PHSE II TRFFI '0" RMP '0" TSWEL VR. '0"

13 PPROX. NORTH Filenam e:...\00\highw Y\MST\MOTPhase3.dgn Date:/3/08 ROD MILE W0 ( MILE) 000'. 55 W35 000' 000' NRROWS W4b (L) W54 THE PISTIQU RIVER RIDGE. LNE 55 Ë MINE TURNPIKE 5' SHLD TPER 40' O.. 000' G05aP R R6aP *TMSLS. S SHOWN RE NOT DEQUTE FOR LL TIVITIES ND LNE LOSURES MY E NEESSRY. 3. LL STTIONS RE PPROXIMTE. RSH USHION (TL3) 35' LNE SHIFT 40' O.. ONTRTOR SHLL PROVIDE LTERNTE SIGN TTHMENTS FOR SIGNS PLED ON DW TSK FINES DOULE ONSULTNT PROJET MNGER: 0/07 0/07 8'0" RMP hecked 577 VR. GORE TSYEL TSWEL JRH 578 TSWLL TSWLL '0" TRVEL LNE 0/ '0" TRVEL LNE E5a ON TYPE III RRIDE EXIT LOSED :TPER 40 LF RRIER 50' TNGENT 50' 80' O.. DEK RIDGE 50' 30' PHSE III NORTHOUND '0" TRVEL LNE Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) '4" VR. VR. VR. PHSE III Ë MINE TURNPIKE RMP LOSED TNGENT T INTERSETION TRVEL LNE '0" '0" VRIES (LOOKING NORTHOUND) TSYEL TSWLL 385' LNE SHIFT 40' O.. * PHSE III TRFFI '0" TRVEL LNE TSWLL '0" TRVEL LNE DENNETT ROD RIDGE DEK ROSS SETION 586 * 0' O.. DJENT TO RMP '0" TRVEL LNE TSWEL '0" 587 '0" TRVEL LNE 3'0" 588 '0" '0" TRVEL LNE E5a ON TYPE III RRIDES EXIT LOSED 500' 500' R RE 8'0" (MIN.) RETROREFLETIVE DELINETORS (TYP) ROD G0 MINE TURNPIKE NORTHOUND *UTOMTED TRILER MOUNTED SIGN (TMSLS) RIDGE REPIRS DENNETT ROD OVERPSS MINTENNE OF TRFFI PHSE III SHEET NUMER: MT0 DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF PHSE III '0" RMP VR.

14 PPROX. NORTH 960' TNGENT 80' O.. 75' SHLD TPER 40' O.. 70' RIDGE 50' Filenam e:...\00\highw Y\MST\MOTPhase4.dgn Date:/3/08. THE PISTIQU RIVER RIDGE. JRH LT 0/07 0/07 Ë MINE TURNPIKE MINE TURNPIKE SOUTHOUND. S SHOWN RE NOT DEQUTE FOR LL TIVITIES ND LNE LOSURES MY E NEESSRY. 3. LL STTIONS RE PPROXIMTE. 75' SHLD TPER 40' O.. ONTRTOR SHLL PROVIDE LTERNTE SIGN TTHMENTS FOR SIGNS PLED ON 4. FOR LL SIGNING SEE SHOULDER LOSURE DETIL SHEET MT0. ONSULTNT PROJET MNGER: 8'0" 8'0" RMP PHSE IV RE '0" hecked 577 VR. GORE JRH 578 '0" TRVEL LNE 0/ DRUM (TYP) EXIT LOSED E5a ON TYPE III RRIDES '0" TRVEL LNE 340 LF RRIER :TPER 80 LF RRIER '0" 8:TPER 50' '0" TRVEL LNE Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) ' TNGENT DEK RIDGE DEK 80' O.. PHSE IV 8:TPER 8:TPER VR. É I95 PHSE IV RE (LOOKING NORTHOUND) 50' 90 LF RRIER VRIES VRIES '0" VRIES PHSE IV VRIES 300 LF RRIER RMP LOSED '0" TRVEL LNE TNGENT T INTERSETION DENNET ROD RIDGE DEK ROSS SETION 586 RSH RMP LOSED USHION (TL3) 587 RETROREFLETIVE MINE TURNPIKE NORTHOUND DELINETORS (TYP) '0" TRVEL LNE 588 E5a ON TYPE III RRIDES '0" EXIT LOSED TRVEL LNE RE RIDGE REPIRS DENNETT ROD OVERPSS MINTENNE OF TRFFI PHSE IV SHEET NUMER: MT DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF PHSE IV '0" '0" RMP 8'0" VRIES

15 OLOR K LEG GROUND ORDER IDENTIFI TION NUMER SIZE OF SIGN WIDTH HEIGHT TEXT TEXT DIMENSIONS (INHES) NUMER OF LETTER VERTIL RROW SIGNS HEIGHT SPING RTE. MKR. REQUIRED IDENTIFI TION NUMER ORDER RDIUS RE IN SQURE FEET NOTES OLOR K LEG GROUND ORDER SIZE OF SIGN WIDTH HEIGHT TEXT TEXT DIMENSIONS (INHES) NUMER OF LETTER VERTIL RROW SIGNS HEIGHT SPING RTE. MKR. REQUIRED ORDER RDIUS RE IN SQURE FEET NOTES TEXT DIMENSIONS SHLL S 48" 48" EXPET STOPPED TRFFI 6" 6" 6" 4" 4" 6 ORNGE LK 6.00 (96) M3 M45 4" " 4" " SOUTH TO ONFORM TO "STNDRD HIGHWY SIGNS" 009 & 0 SUPPLEMENT 5 WHITE LK 5 WHITE LK.00 (0).00 (0) M48 4" " DETOUR 9 WHITE LK.00 (8) Filenam e:...\xxx_mot_sign_sum m ary_0.dgn Date:/3/08 S 0" 8" S3 S5 S8 S9 S0 TEXT DIMENSIONS SHLL ONFORM TO "STNDRD 4.00 D3 48" " Dennett Rd HIGHWY SIGNS" ORNGE LK (6) G0 0" EM 3.5" 68" 4" 5" E ORNGE LK EXIT LOSED 3.5" 48" 48" 48" 3 ORNGE LK 48" 78" 48" VI EXIT I95 S EXIT ON RMP LOSED USE EXIT TRUKS ENTERING ROD 7" 7" & 0 SUPPLEMENT 48" 4" 6 8D 8D 8D 8D 8D 8D TSK 4" 4" 6" ONSULTNT PROJET MNGER: /07 3 ORNGE hecked ORNGE 48" 48" ORNGE ORNGE E5a 48" 36" 8 ORNGE LK 36" 8" EXIT LOSED G05aP 48" 4" 0 ORNGE LK (80) INTERSTTE 95 JRH /08 LK LK RED/ M 4" 4" 5 WHITE LUE 4 ORNGE LK LK LK.75 (5.5) 49 (98) 6.00 (78) 6.00 (3) 6.00 (48) 6.00 (6).00 (96) 8.00 (8) 4.50 (8) (0) Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) NO ORDER M48a 4" 8" ORNGE LK DETOUR M49 (LEFT) (RIGHT) DETOUR 30" 4" ORNGE LK M49 (SR) 30" 4" ORNGE LK M6 (LEFT) (RIGHT) M6 (LEFT) (RIGHT) M63 R6aP W34 30" 4" 30" 4" 30" 48" 60" 48" 4" 4" JTR 0/07 DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40 DETOUR YIELD 55 FINES DOULE ROD R 48" 30" LOSED YIELD 4 WHITE LK WHITE LK 0 WHITE LK 0 WHITE LK E 48" 48" PREPRED 6 ORNGE LK TO STOP 3 ORNGE R 36" 36" WHITE RED R W3 48" 48" ORNGE LK (6) WHITE LK R 36" 54" WHITE LK LK 3.00 (3) 5.00 (5) (0) 5.00 (5) 5.00 (0) (0) 5.00 (5) (5) 5.00 (5) 3.90 (3.9) 0.00 RIDGE REPIRS (00) 8.00 (80) 3.5 (6) (30) 6.00 (96) MINTENNE OF TRFFI SIGN SUMMRY OF DENNETT ROD OVERPSS SHEET NUMER: MT

16 TION NUMER SIZE OF SIGN WIDTH HEIGHT TEXT TEXT DIMENSIONS (INHES) NUMER OF LETTER VERTIL RROW SIGNS HEIGHT SPING RTE. MKR. REQUIRED ORDER RDIUS RE IN SQURE FEET NOTES OLOR K LEG GROUND ORDER IDENTIFI TION NUMER SIZE OF SIGN WIDTH HEIGHT TEXT TEXT DIMENSIONS (INHES) NUMER OF LETTER VERTIL RROW SIGNS HEIGHT SPING RTE. MKR. REQUIRED OLOR K LEG GROUND ORDER IDENTIFI ORDER RDIUS RE IN SQURE FEET NOTES W35 TEXT DIMENSIONS SHLL ONFORM TO "STNDRD 48" 48" HIGHWY SIGNS" 009 ORNGE LK 55 & 0 SUPPLEMENT 6.00 (9) W05 (LEFT) (RIGHT) 48" 48" XXX LNE LOSED / MILE TEXT DIMENSIONS SHLL ONFORM TO "STNDRD HIGHWY SIGNS" 009 & 0 SUPPLEMENT 6 ORNGE LK (96) (96) Filenam e:...\xxx_mot_sign_sum m ary_0.dgn Date:/3/ W4 48" 48" ORNGE LK (3) W4 (LEFT) (RIGHT) W54 W73aP W 48" 48" 4 ORNGE LK W0 ( MILE) (HED) (HED) 48" 48" 48" 48" 36" 36" NEXT X FEET UMP W8 48" 48" 8 ORNGE LK W84a 48" 48" 4 ORNGE LK LNE 48" 48" NRROWS ORNGE LK 36" 30" RUMLE 48" 48" 8 ORNGE LK STRIPS HED ROD XXX ONSULTNT PROJET MNGER: TSK 0/ ORNGE hecked 4 ORNGE JRH /08 LK LK 6.00 (4) (4) 6.00 (64) 7.50 (.5) 6.00 (8) 6.00 (8) 6.00 (64) 6.00 (9) () 9.00 (36) Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) W05a (LEFT) (RIGHT) W04 W07a W5 W5a (RIGHT) (LEFT) W5b (RIGHT) (LEFT) W4a (LEFT) (RIGHT) W4b (LEFT) (RIGHT) XXX LNES 48" 48" 8 ORNGE LK LOSED 8 / MILE 36" 36" ROD 4 36" 36" SHOULDER 48" 48" ORNGE LK LOSED 000 FT MINTENNE OF TRFFI SIGN SUMMRY OF SHEET NUMER: MT3 JTR 0/07 DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40 ONE LNE HED XXX ORNGE LK SHOULDER 48" 48" ORNGE LK SHOULDER 48" 48" ORNGE LK LOSED XXX 48" 48" ORNGE LK 4 ORNGE LK 48" 48" ORNGE LK RIDGE REPIRS 6.00 (8) (8) 9.00 (36) 9.00 (36) 6.00 (3) 6.00 (3) (3) 6.00 (3) (3) 6.00 (3) (3) 6.00 (3) (3) DENNETT ROD OVERPSS

17 P P 3 P3 4 ST , 6.78' LT ST , 0.47' RT TO ST ,.47' RT ST ,.46' RT TO ST ,.4' RT ST ,.4' RT TO ST , 7.0' LT TYPE ST , 4.78' LT TYPE ST ,.5' RT TYPE F5 ST , 6.0' LT TYPE F5 RIM = 7. INSTLL 4" x 5.3' RIM = 7.9 INSTLL " x 4.' RIM = 7.9 INSTLL " x 7.3' RIM = " INV. IN = (EXISTING) ULVERT PIPE OPT. III 6" INV. IN = UNKNOWN UNDERDRIN TYPE " INV. IN = 67.5 ULVERT PIPE OPT. III " INV. OUT = " INV. OUT = " INV. IN = " INV. OUT = " INV. OUT = " INV. OUT = (EXISTING) URVE DT PI = Filenam e:...\highw Y\MST\XXX_HDPlan_0.dgn Date:/3/08 NOTE: MINE TURNPIKE SOUTHOUND. LL STTIONING IS PPROXIMTE. T S OF EH SETION. EGIN PREST ONRETE MEDIN RRIER ST ,.97' LT RIDGE TRNSITION TYPE III, MODIFIED Ë MINE TURNPIKE GURDRIL REMOVE, MODIFY ND RESET, DOULE RIL OTTOM OF RRIER ELEVTIONS POINT D E F G " = 5' ELEVTION RRIER ELEVTIONS NOTED RE T OTTOM OF RRIER 3. OTING OF HOT RUERIZED SPHLT (STM D6690, TYPE IV) SHLL E PPLIED ON LL SURFE PVEMENT JOINTS. ONSULTNT PROJET MNGER: PT RIDGE TRNSITION TYPE III PT P PT JRH /07 TSK /07 hecked ONRETE UR TYPE /07 PT D P 3 5' 4 ITEM RIDGE TRNSITION TYPE III STTION OFFSET TO STTION ITEM TERMINL NHORED STTION OFFSET TO STTION DSM 66' RT 7' LT 67' RT 76' LT 70' RT 6' RT P3 PT E Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) MODIFY POST 66' RT 7' LT 67' RT 77' LT OFFSET 7' RT 6' RT DENNETT ROD ITEM RIDGE TRNSITION TYPE III, MODIFIED STTION OFFSET TO STTION " RP ' LT ' LT 4" RP 4" RP 4" RP R = ' L= ' T = 693.9' E = 4.00' OFFSET ' LT ' LT OFFSET PT F ' DI. ~ 5' STTION PT G GURDRIL REMOVE, MODIFY ND RESET, SINGLE RIL " MILL & OVERLY PREST ONRETE MEDIN RRIER ST ,.37' LT RIDGE TRNSITION TYPE III, MODIFIED GURDRIL REMOVE, MODIFY ND RESET, SINGLE RIL ONNET TO EXISTING GURDRIL MINE TURNPIKE NORTHOUND OFFSET TO STTION OFFSET LENGTH GURDRIL DJUST SINGLE RIL ITEM REMOVE, MODIFY ND RESET, SINGLE RIL ' LT ' LT ' LT 6' RT EXISTING SIGN RIDGE TERMINL NHORED TERMINL NHORED GURDRIL DJUST SINGLE RIL ITEM GURDRIL DJUST SINGLE RIL ONRETE UR TYPE RIDGE REPIRS DENNETT ROD OVERPSS GENERL PLN SHEET NUMER: GP0 DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40 5' 00' ITEM REMOVE, MODIFY ND RESET, DOULE RIL STTION OFFSET TO STTION OFFSET LENGTH 58+ 3' LT 58+7 ' LT 50' M STTION OFFSET TO STTION OFFSET LENGTH ' RT 6' RT ' RT 6' RT 65' 63' STTION OFFSET TO STTION OFFSET LENGTH ' LT ' LT 66' RT 7' LT 3' LT ' LT ' LT ' LT 66' RT 7' LT 3' LT ' LT ' ' ' ' ' '

18 EDGE OF SOUTHOUND PSSING LNE É RRIER Ë MINE TURNPIKE EDGE OF NORTHOUND PSSING LNE EDGE OF SOUTHOUND PSSING LNE É RRIER Ë MINE TURNPIKE EDGE OF NORTHOUND PSSING LNE 3'6" 3'6" 3'6" 3'6" VRIES 0' ± VRIES Filenam e:...\mst\typical Sections.dgn Date:/3/08 SEE NOTE EDGE OF SOUTHOUND PSSING LNE TYPE OR F5 OTTOM OF RRIER ELEVTION MTH EXISTING OTTOM OF RRIER ELEVTION VRIES OPT. III PIPE 5% VRIES TYPIL SETION T TH SINS 3'6" VRIES É RRIER 3'6" VRIES 0% Ë MINE TURNPIKE 0' ± VRIES TYPIL SETION SOUTH OF DENNETT ROD ONSULTNT PROJET MNGER: JRH /08 TSK 6" HM " HM, 9.5 mm /08 '6" MILLING 4 " HM,.5 mm VRILE DEPTH SHIM hecked " HM, 9.5 mm OVER '6" MILLING EDGE OF NORTHOUND PSSING LNE Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) VRIES '6" MILLING OTTOM OF RRIER ELEVTION VRIES MINTIN EXISTING SWLE LOTION TYPIL SETION NORTH OF DENNETT ROD MEDIN TYPIL SETIONS SHEET NUMER: GP0 TSK /08 DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF " HM, 9.5 mm VRILE DEPTH SHIM GRVEL IN EXVTION RES SHLL E GGREGTE SUSE OURSE GRVEL (TYPE D) ND SHLL E PLED TO MINIMUM DEPTH OF 4", OR MTH EXISTING GRVEL DEPTHS IF MORE. SEL MEDIN RES WITH TWO PPLITIONS OF EMULSIFIED ITUMINOUS SELER PER SPEIFITION 40 FTER OMPLETING LL PVING. PYMENT FOR SELING SHLL E INIDENTL TO PVING ITEMS. OTING OF HOT RUERIZED SPHLT (STM D6690, TYPE IV) SHLL E PPLIED ON LL SURFE PVEMENT JOINTS. RIDGE REPIRS DENNETT ROD OVERPSS

19 GENERL. DDITIONL HOLES MY E MDE IN THE THRIEEM PNELS Y DRILLING, PUNHING, OR OTHER MENS THT PRODUE NET, LEN HOLE. URNING HOLES WILL NOT E LLOWED. HEVY HEX STRUTURL OLT " Ì x '0" STM 35 TYPE. THRIE EM SHLL E PLED WITH THE OMPOSITE LOKOUT FE IN FRONT OF OR DIRETLY OVE THE UR FE. PV SLEEVE OR 3 (GLV.) W6x9 OR W6x8.5 PWE0 3. RIL ELEMENT SHLL MEET LL REQUIREMENTS OF SHTO M80 EXEPT S MODIFIED ON THE PLNS. THE THRIE EM TRNSITION TO WEM SHLL E OF THE SME MTERIL, UT SHLL NOT E LESS THN 0 GUGE. 4. LL OLTS SHLL HVE DOULE NUTS. Filenam e:...\xxx_guardrail_details_.dgn Date:/3/08 PV SLEEVE THRIE EM TERMINL ONNETOR (RTE0b) TOP OF RODWY S NOTED SEE STRUTURL SHEETS FOR POST DETILS 74" HEVY HEX STRUTURL OLT " Ì x '8" STM 35 TYPE OR 3 (GLV.) SEE STRUTURL SHEETS FOR POST DETILS '6" " ONSULTNT PROJET MNGER: W6x9 OR W6x8.5 JRH PEM 5/07 5/07 3/8" = '0" " 3 3' " THRIE EM NESTED POST LENGTH = 7'0" ONRETE UR TYPE PLN VIEW RIDGE TRNSITION TYPE III, MODIFIED 3/8" = '0" ONRETE UR TYPE PLN VIEW RIDGE TRNSITION TYPE III ITEM , RIDGE TRNSITION TYPE III PY (0'7ƒ") hecked THRIE EM TRNSITION RWT0a (0 GUGE) POST LENGTH = 6'0" KSD 5/07 PWE0 6'3" THRIE EM RIDGE TTHMENT T PPROH POSTS " = '0" FULL LENGTH GURDRIL TYPE 3d, 7 FOOT POSTS ONRETE UR TYPE. UR HEIGHT SHLL E TPERED DOWN TO 0" OVER DISTNE OF 3 FEET. EXISTING TYPE I UR SHLL E RESET TO 4" REVEL Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) '6" /" 8" /" 5. STNDRD RRIER HRDWRE HS EEN USED TO DEVELOP THESE GURDRIL TTHMENTS. DESIGNTIONS PROVIDED IN PRENTHESIS RELTE TO STNDRD ELEMENTS DETILED IN " GUIDE TO STNDRDIZED RRIER RIL HRDWRE." 979. SHTOGRT JOINT OOPERTE OMMITTEE. 6. " HOLE IN ONRETE SHLL E FORMED Y METHOD PPROVED Y THE RIDGE REPIRS DENNETT ROD OVERPSS GURDRIL DETILS SHEET OF SHEET NUMER: GR0 DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40 '6 /4" 5 5/6" 5 5/6" 7 5/8" "Ì HOLE 7'0" NHOR PLTE " = '0" 3" 3" 5" /" /" 7 5/8" 7 5/8" ENGINEER. Ê 5/8xx'6 " " " " (STM 36 GLVLVNIZED) SETION SETION SETION 6'0" 30" 39" 4" 6'0"

20 GENERL. SOIL NHOR TUES INSTLLED S PRT OF T, FLET OR TRILING TERMINL S SHLL NOT PROTRUDE FROM THE GROUND MORE THN 3 ". DDITIONL SITE GRDING MY E REQUIRED TO DJUST SOIL TUE REVEL ND IF REQUIRED SHLL NOT DIRET STORMWTER SURFE DRINGE TOWRDS THE SHOULDER OR TRVEL WY. DDITIONL SITE GRDING SHLL E INIDENTL TO THE TERMINL INSTLLTION.. TRNSITION RIL HEIGHT ON TERMINL NHORED S FROM 7 " T THE OF THE RIL TO 30" HEIGHT OVER 5 LINER FOOT LENGTH. Filenam e:...\xxx_guardrail_details_.dgn Date:/3/08 '0" " TOOLED RDIUS 8" ONRETE LSS OR 4" LIFTS OF HM, 9.5 mm PROPOSED GURDRIL POST S NOTED 5ƒ " 0"MIN. ONSULTNT PROJET MNGER: " RD. JRH PEM 6" 8" ONRETE UR TYPE 3"='0" 5/07 5/07 #5 REINFORING R 6" hecked 6" HM " MINIMUM OVER KSD '6" " HM, 9.5 mm OVER 4 " HM,.5 mm TOP OF PROPOSED PVEMENT OMMON EXVTION ND GGREGTE SUSE OURSE GRVEL TO S SHOWN SHLL E INIDENTL TO ITEM 609.9, ONRETE UR TYPE 5/07 8" ONRETE LSS OR 4" LIFTS OF HM, 9.5 mm (SEE UR NOTE 4) Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) SWUT EXIST. PVEMENT S NEESSRY FLEXILE DELINETOR POST 7 " SEE NOTE UR. ONRETE URS USED IN ONJUNTION WITH THRIEEM RIDGE 3. UR TRNSITIONS SHLL E INLUDED FOR PYMENT UNDER ITEM SWUTTING EXISTING PVEMENT ONRETE FILL ND PVEMENT TO S RIDGE REPIRS DENNETT ROD OVERPSS GURDRIL DETILS SHEET OF SHEET NUMER: GR0 DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40 6'3". (ITEM ) N.T.S. 6'3" TERMINL NHORED URING SHLL E EITHER PREST ONRETE, STINPLE ONRETE OR GRNITE TO MEET DIMENSIONS SHOWN ON THE PLNS. URNING SHLL E PID UNDER ITEM ONRETE UR TYPE. TTHMENT SHLL E TYPE. SEE DETILS THIS SHEET. ONRETE URS SHLL E ONTINUOUS WITHOUT DRINGE UTS. ONRETE UR TYPE. SHOWN SHLL E INIDENTL TO ITEM SEE NOTE

21 . EROSION ND SEDIMENT ONTROL DEVIES REQUIRED FOR THE ONTRTOR'S ESS LOTIONS ND STORGE RES WILL NOT E MESURED FOR PYMENT.. THE ONTRTOR WILL E LLOWED TO STORE MTERIL ND EQUIPMENT ON GRVEL ND PVEMENT WITHIN THE LOSED PORTIONS OF THE MINLINE TURNPIKE ND DENNETT ROD. THESE RES RE EITHER INLUDED IN THE S OF DISTURNE OR HVE EEN PREVIOUSLY SURFED ND DO NOT DD TO THE S OF DISTURNE. URVE DT PI = R = ' L= ' T = 693.9' E = 4.00' É RG., UT. No. É DENNETT ROD É RG., UT. No. 3. ONTRTOR SHLL TKE PREUTIONS TO VOID IMPTING OR DISTURING RODWY DITHES. Filenam e:...\xxx_lim its_of_disturbance.dgn Date:/3/08 RES: LEG: LOTION DENNETT ROD OVERPSS (MILE 0.6) ONTRT OF DISTURNE 0 RES ONTRT OF DISTURNE ONTRTOR'S OF DISTURNE RE FOR ESS ND STORGE ONTRTOR'S OF DISTURNE RE FOR ESS ND STORGE 0.05 RES ONSULTNT PROJET MNGER: DSM EW 9/07 9/07 hecked NL 0/ Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) OF DISTURNE PLN SLE: " = '0" RIDGE REPIRS DENNETT ROD OVERPSS OF DISTURNE SHEET NUMER: LD0 DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40

22 Filenam e:...\mst\xxx_deck_plan_section.dgn Date:/3/ ONTRTOR SHLL REPIR RES OF ONRETE DEK DETERIORTION S IDENTIFIED Y THE RESIDENT. ONTRTOR SHLL LSO REPIR DETERIORTED RES OF FSI, FSI OVERHNGS, ND PRPET JOINTS S DIRETED Y THE RESIDENT. PYMENT FOR REPIR SHLL E UNDER THE 58 ITEMS. ONTRTOR SHLL REPIR RES OF DETERIORTED GRNITE UR EDDING ND JOINT MORTR ON THE DEK S REQUIRED. LOTIONS OF GRNITE UR EDDING ND JOINT MORTR SHLL E FIELD DETERMINED Y THE RESIDENT. PYMENT SHLL E UNDER THE 58 ITEMS. SEL SHOULDER RES WITH TWO PPLITIONS OF EMULSIFIED ITUMINOUS SELER PER SPEIFITION SETION 40 FTER OMPLETING LL DEK PVING. LL PV DEK WEEPS WHIH DRIN ONTO UTMENTS OR STRUTURL STEEL SHLL E EXTED ND DIVERTED WY FROM RIDGE OMPONENTS ELOW DEK, ND SHLL EXT FT ELOW OTTOM FLNGE, S DIRETED Y THE RESIDENT. PYMENT SHLL E Y THE VRIOUS LOR ND EQUIPMENT ITEMS. ESTIMTED REPIR QUNTITIES (OTH DEKS) DENNETT ROD UNDERPSS (MILE 0.06) LEG: S NOTED REPIR OF OVERHED SURFES < 8 INHES (S.F.) 75 FSI ND OVERHNG REPIRS (S.F.) DSM 50 ONSULTNT PROJET MNGER: 0/07 hecked NL 0/07 SM 0/07 REMOVL = ± 7'" S FOR RMORE D S FOR KW LL & RMORE D JOINT RE ONSTRUTION = ± 7'" S FOR KW LL & JOINT Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) JOINT REMOVL = ± 4'5" JOINT REMOVL = ± 7'9" S FOR SPHLTI PLUG PRTILLY REONSTRUT LEDING POST PROPOSED SILIONE & FOM HYRID JOINT SEL EXISTING SPHLTI PLUG JOINT PROPOSED MEDIN RRIER TYPE PREST TRNSVERSE SETION PROPOSED SPHLTI PLUG JOINT ±9'0" RODWY VRIES '9 " (±64'0"MIN. TO ±65'0"MX.) É DENNETT ROD DEK PLN SLE: ˆ" = "0" RG. UT. SNOW FENE DEK PLN & SETION DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40 (EXP.) RODWY VRIES (±66'"MIN. TO ±77'0"MX.) PROPOSED '9 " RIDGE JOINT REONSTRUT TRILING POST RG. UT. (FIXED) PROPOSED MEDIN RRIER TYPE ST IN PLE PROPOSED SPHLTI PLUG JOINT PROPOSED MEDIN RRIER TRNSITION TYPE PREST PROPOSED MULTIDIMENSIONL '9 " VRIES (± 47'4" MIN. TO ± 50'9" MX.) '0" 3'6" '6" VRIES (± '6" MIN. '0" 4'6" '9 " '9 " S OF REPIR OF OVERHED SURFES < 8 INHES (REPIR RES TO E DETERMED IN THE FIELD) REPIR OF FSI ND OVERHNG REPIRS (REPIR RES TO E DETERMINED IN THE FIELD) 4 VRILE SPES (± 6'3" MIN. TO ± 7'" MX.) = ± 5'" MIN TO ± 8'0" MX. "/' EXISTING 3" SPHLT VRIES (± 6'0" MIN. "/' TO ± 7'" MX.) PROPOSED MEDIN RRIER TYPE VRIES HM 9.5 mm REPIR OF OVERHED SURFES < 8 INHES 4% '0" 6 7'3" = 43'6" 3'0" SLE: " = '0" (LOOKING NORTHOUND) ONSTRUTION TNGENT TO Ë MINE É DENNETT ROD 9" TO ± '0" MX.) ƒ"/ft. JOINT SEL "/' PROPOSED MULTIDIRETIONL NORTHOUND MINE TURNPIKE SOUTHOUND MINE TURNPIKE 9 7'3" = 65'3" " HM.5 mm (POLYMER MODIFIED) MILL & OVERLY "/' Ë MINE TURNPIKE RIDGE REPIRS S FOR RMORE D JOINT RE MOVL = ± 5'4" DENNETT ROD OVERPSS PROPOSED SNOW FENE FSI ND OVERHNG REPIRS VRIES (± '7" MIN. TO ±'3" MX.) SHEET NUMER: S0

23 " MILL (TYP. ± '6" REMOVL S EXISTING PVEMENT EXISTING ONRETE RIDGE DEK SW UT FULL DEPTH '3 " REMOVL S REMOVE EXISTING JOINT SEL REMOVE EXISTING JOINT RMOR ± " 8 " NORTHOUND PVEMENT ONLY) EXISTING PVEMENT OR ONRETE RIDGE DEK EXISTING ONRETE RIDGE DEK EXISTING ONRETE RIDGE DEK EXISTING PVEMENT OR ONRETE RIDGE DEK '6" REMOVL S ± ƒ" 8 " SW UT FULL DEPTH " MILL (TYP., NORTHOUND PVEMENT ONLY) Filenam e:...\mst\xxx_expansion Joint_.dgn Date:/3/08 ±5" EXISTING KWLL.. 3. EXISTING PPROH PVEMENT REONSTRUT ONRETE KWLL UP TO JOINT EXISTING KWLL (DRILL & NHOR) REMOVE EXISTING SPHLTI PLUG JOINT SPHLTI PLUG JOINT REMOVL SETION 69 ~ '0" 8 ~ 50 (4 SETS OF RS, SPED S SHOWN) (SEE NOTE ) 70 ~ 500 '0" E.F.) FOR REMOVL ND REONSTRUTION NOTES, SEE SHEET "JOINT DETILS SHEET OF " R SPLIES T S OF EH PHSES SHLL E MDE WITH MEHNIL SPLIES. PYMENT FOR SPLIES SHLL NOT E MDE DIRETLY, UT SHLL E ONSIDERED INIDENTL TO RELTED ONTRT ITEMS. THE ONTRTOR IS MDE WRE THT 0'0" LENGTH OF THE EXISTING TOP OF KWLL WS REENTLY PTHED USING POLYSET PLYKRETE FS. THIS MTERIL MY E UNUSULLY DIFFIULT TO REMOVE. S NOTED " = '0" SPHLTI PLUG JOINT EXISTING REINFOREMENT ONSULTNT PROJET MNGER: DSM 8 " '6" 0/07 SM 0/07 4" LR. 9 " 3" " = '0" (FOR DETILS NOT SHOWN, SEE SPHLTI PLUG JOINT TYPIL SETION) hecked EXISTING GIRDER EXISTING KWLL LT /07 PROPOSED " MILL & OVERLY KWLL & JOINT REONSTRUTION SETION ±9" (NORTHOUND PVEMENT ONLY) EXISTING PVEMENT OR ONRETE RIDGE DEK EXISTING ONRETE RIDGE DEK EXISTING GIRDER Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) REMOVE TO " ELOW EXISTING REINFOREMENT " = '0" EXISTING PVEMENT OR ONRETE RIDGE DEK EXISTING ONRETE RIDGE DEK EXISTING GIRDER (SEE NOTE 3) KWLL & RMORED JOINT REMOVL TYPIL SETION EXISTING GIRDER " INDER RIDGE REPIRS DENNETT ROD OVERPSS JOINT DETILS SHEET OF SHEET NUMER: S0 DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40 EXISTING GIRDER 3" " REMOVE EXISTING JOINT RMOR 9 " 3 " '6" " 8 " SPHLTI PLUG JOINT TYPIL SETION 3" = '0" " = '0" REMOVE EXISTING JOINT SEL RMORED JOINT REMOVL TYPIL SETION 6" STEEL PLTE OMPTED GGREGTE/INDER PROPOSED " MILL & OVERLY (TYP., NORTHOUND PVEMENT ONLY) EXISTING PPROH PVEMENT REPIR ONRETE ND ONSTRUT LEVEL SURFE FOR JOINT (SEE NOTES) EXISTING KWLL EXISTING KWLL

24 PROPOSED ONDED PROPOSED ONRETE MEDIN RRIER " '0" SILIONFOM HYRID SEL SPHLTI PLUG JOINT OMPTED GGREGTE/INDER 6" É JOINT EXISTING ± " " TOP OF DEK KER ROD Filenam e:...\mst\xxx_expansion Joint_.dgn Date:/3/08 S NOTED ONSULTNT PROJET MNGER: PROPOSED MEDIN DSM 0/07 SM 0/07 SOUTHOUND RIDGE DEK RRIER TYPE I STINPLE PROPOSED MULTIDIRETIONL STRUTURL SEL NORTHOUND RIDGE DEK hecked OF DEK MEDIN LT /07 SLE: ƒ" = '0" É UTMENT PLUG JOINT (UTMENT SHOWN, UTMENT SIMILR) ±3 " Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) ± " SETION 6' = '0" Ë MINE TURNPIKE PROPOSED SPHLTI PROPOSED SPHLTI PLUG JOINT PROPOSED MULTIDIRETIONL STRUTURL SEL UTMENT PROPOSED MEDIN RRIER TYPE I PREST PREST RRIER ONNETION É MEDIN RRIER TYPE I STINPLE & MEDIN RRIER TYPE I PREST JOINT DETILS SHEET OF DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF ONRETE REPIR & LEVELING ON TOP OF DEK T JOINT SHLL E INIDENTL TO ITEM 50.3, "EXPNSION DEVIE SPHLTI PLUG JOINT". LL REPIRS SHLL E OMPLETED IN ORDNE WITH SPEIFITIONS SETION 58. ONRETE REPIR ON UNDERSIDE OF DEK SHLL E PID FOR S ITEM 58.70, "REPIR OF OVERHED SURFES < 8 INH". REINFOREMENT NOT SHOWN FOR LRITY. INSTLL SILIONFOM HYRID SEL IN UR PRIOR TO SPHLTI PLUG JOINT INSTLLTION. " (MIN.) JOINT DETIL T UR TOP OF UR SETION UTMENT KWLL REONSTRUTION SHLL E PID FOR UNDER ITEMS 0., 50., 503.4, ND INDER PROPOSED ONDED SILIONFOM HYRID SEL " "X" (SEE TLE) ƒ " RIDGE REPIRS DENNETT ROD OVERPSS SHEET NUMER: S03

25 É MEDIN RRIER " 45 (UT. ) " 45 (UT. ) ±0'0" PY FOR ITEM , "MEDIN RRIER TYPE STINPLE" 8 '9" = 0'0" DUMMY JOINT SPING Date:/3/08 K FE OF EXISTING KWLL " DEEP JOINT SELER " ƒ" ƒ " PREFORMED " EXISTING KWLL EXISTING LONGITUDINL JOINT JOINT FILLER MEDIN RRIER HLF PLN VIEW DUMMY JOINT DETIL SLE: 3" = '0" SLE: " = '0" 5 ~ 4" MX. = '4" (TYP. EH ) 5 ~ 4" MX. = '4" (TYP. EH ) É MEDIN RRIER 5" 6" 8" 3 ~ 8" = 8'0" '3" 3 ~ '3" MX. = 37'6" RRIER ONNETION (SEE NOTE 3) (TYP. EH ) M650E ~ M550E ( E.F.) DRILLED ND NHORED EXISTING KWLL 0 ~ 9"(5 E. F.) 3" 8" 6 ~ M550E (8 '4") = 9'4" '3" 6 ~ M550E (3 '3" MX.) = 37'6" DRILLED ND NHORED DRILLED ND NHORED MEDIN RRIER HLF ELEVTION VIEW GENERL NOTES SLE: " = '0". MEDIN RRIER, INLUDING LL ONRETE, REINFOREMENT, LOR ND INIDENTLS SHLL E PID UNDER ITEM , "MEDIN RRIER TYPE I STINPLE.". DRILLED ND NHORED RS SHLL E EMEDDED USING EPOXY NHORGE SYSTEM FROM THE MINEDOT QULIFIED PRODUTS LIST. EH NHORED R SHLL DEVELOP MINIMUM OF 4.0 KIPS OF TENSION PITY. FOLLOW THE MNUFTURER'S DIRETIONS FOR INSTLLING THE EXPOXIED NHOR RS. LL NHORGE SHOWN IS THE MINIMUM REQUIRED, ND IS INIDENTL TO THE ID ITEM....\MST\XXX_arrier_Details_.dgn Filenam e: FOR DDITIONL DETILS ND SETIONS, SEE SHEET "RRIER DETILS OF 4" RETROFLEFLETIVE MEDIM RRIER DELINETORS SHLL E PROVIDED LONG TOP OF RRIER WITH SPING TO MTH PREST RRIER DELINETOR SPINGS OFF THE RIDGE. S NOTED Northbrook Drive uilding, Suite One ONSULTNT PROJET MNGER: LT /07 hecked DSM /07 SM /07 DSM /08 Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) MT PROJET MNGER: Ralph. Norwood, IV RIDGE REPIRS DENNETT ROD OVERPSS RRIER DETILS SHEET OF 4 SHEET NUMER: S04 ONTRT: OF 40

26 4'0" (LONG É RRIER) 4'0" (LONG É RRIER) S4X9.5 Filenam e:...\mst\xxx_arrier_details_.dgn Date:/3/08 ƒ" = '0" OND REKER (TYP) VRILE DEPTH HM, 9.5mm 3" '6" 4% (REMOVL) " HMFER M55E M500E M600E FINISH GRDE EXISTING KWLL (SEE NOTES) M55E M500E M550E (DRILL & NHOR) " " HMFER " 8" '0" '0" '0" 9 " 7 " " 7 " É RRIER 7 " LT SM 4 4 '0" 5 SETION SLE: ƒ" = '0" 3'9" É RRIER 9 " 7 " 5 SETION SLE: ƒ" = '0" 3'9" 6" ONSULTNT PROJET MNGER: /07 /07 " PREFORMED JOINT FILLER hecked DSM /07 MEDIN RRIER TYPE I PREST MEDIN RRIER TYPE I STINPLE HSS 4XXŠ " ÌX 8" STUD 45 OPEN JOINT 0 45 OPEN JOINT MEDIN RRIER TYPE I STINPLE HSS 4X3XŠ RRIER ONNETION DETIL UTMENT (EXP.) MEDIN RRIER TYPE I PREST RRIER ONNETION DETIL Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) UTMENT (FIXED) " ÌX 8" STUD É RRIER É RRIER 0 " SLOT 3'" HSS 4X3XŠ " Ì X 8" STUD 6" '0" " '0" 6" 3'0 " Š" RRIER DETILS SHEET OF 4 " ENTERTOENTER DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40 0 " SLOT TOP FRONT TOP FRONT SHEET "RRIER DETILS OF 4" "RRIER DETILS 3 OF 4" RIDGE SHOULDER SHLL E PID UNDER ITEM 0.7, "REMOVING EXISTING STRUTURL ONRETE". 3'" SIDE STRUTURL TUE DETILS UTMENT (EXP.) HSS 4XXŠ SIDE STRUTURL TUE DETILS UTMENT (FIXED) " Ì X 8" STUD 6" '0" " '0" 6" " Ì HOLES.FOR PLN VIEW, ELEVTION VIEW, ND NOTES FOR MEDIN RRIER TYPE I STINPLE, SEE. FOR DDITIONL DETILS ND NOTES FOR MEDIN RRIER TYPE I PREST, SEE SHEET 3. EXISTING ITUMINOUS PVEMENT ND STRUTURL ONRETE REMOVED FROM SOUTHOUND 3'0 " TOP FRONT TOP FRONT S3X7.5 " " SIDE IEM DETILS UTMENT (EXP.) SIDE IEM DETILS 0Ž" UTMENT (FIXED) RIDGE REPIRS DENNETT ROD OVERPSS " ENTERTO ENTER /" Ì HOLES SHEET NUMER: S05

27 0 " SLOT TOP " Ì X 8" STUD TOP 0Ž" " ENTERTO SEE RRIER ONNETION DETIL #6 LOOP R #4 LONGITUDINL RS (TOP) #4 LONGITUDINL RS (OTTOM) " Ì STUD Filenam e:...\mst\xxx_arrier_details_3.dgn Date:/3/08 LEG: E.F. = EH FE N.F. = NER FE 4'0" F.F. = FR FE FRONT SIDE STRUTURL TUE DETILS SLE: " = '0" S NOTED 6" '0" '0" '0" 6" 3' " THE ONRETE RRIER DETILS, S SHOWN ON THIS SHEET, RE IN OMPLINE WITH THE REQUIREMENTS OF NHRP REPORT 350, TL4. IEMS ND STRUTURL TUES SHLL E GLVNIZED FTER FRITION. EH RRIER UNIT SHLL INLUDE ONE S3X7.5 S SHOWN ON THIS PLN SHEET. SHOP DRWINGS SHLL INLUDE REINFORING SHEDULE. ONTRTOR SHLL PROVIDE SHOP DRWINGS FOR NGLE POINTS IN RRIER. MEDIN RRIER SHLL E PID FOR UNDER PPROPRITE 56 ITEMS. RRIERS SHLL E LIGHT OLORED LSS 'P' ONRETE HVING MINIMUM 8 DY OMPRESSION STRENGTH OF 4,500 PSI. RRIERS SHLL HVE SMOOTH UNIFORM SURFE FREE OF DEFETS ND IRREGULRITIES. STING DTE SHLL E SHOWN ON THE RRIER. LL EXPOSED EDGES OF ONRETE SHLL E HMFERED " UNLESS OTHERWISE NOTED. LL REINFORING STEEL SHLL E SHTO M3 (STM65) GRDE 60, EPOXY OTED. REINFOREMENT SHOWN IS THE MINIMUM REQUIRED. LER PROTETIVE OTING FOR ONRETE SURFES SHLL E PPLIED ONSITE ND PPROVED Y THE RESIDENT. OTING SHLL E INIDENTL TO THE RRIER. THREE (3) TOTL PREST RRIER SEGMENTS (INSTLLED SOUTH OF RIDGE) ND TWO () TOTL PREST RRIER TRNSITIONS (ONE EH NORTH ND SOUTH OF RIDGE) RE REQUIRED. 0. PREST RRIER ND TRNSITION SEGMENTS SHLL E INSTLLED TNGENT TO THE STINPLE RRIER INSTLLED ON THE RIDGE. FOR RRIER SETTING ELEVTIONS, SEE SHEET "GENERL PLN". ONSULTNT PROJET MNGER: FRONT RETROREFLETIVE MEDIN RRIER DELINETOR PERSPETIVE VIEW SLE: " = '0" SIDE IEM DETILS S3X7.5 " SLE: " = '0" LT /08 LT ENTER /" Ì HOLES /08 0 " OPEN JOINT (TYP. ON TNGENT) HSS 4XXŠ hecked DSM /08 " Ì X 8" STUD S3X7.5 RRIER ONNETION DETIL SLE: " = '0" TOP OF RRIER 4" Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) DESRIPTION SIZE NO. LONGITUDINL STIRRUPS LOOP R '5" 3 4" = '0" 4 6" = '0" 5'0" ONRETE RRIER REINFORING SHEDULE #4 #4 #6 8" #6 LOOP R 3'3" " 0 9 " I.R. LOOP R #4 STIRRUP RS #4 STIRRUP RS UNENT LENGTH 9'8" 8'" 7'" 6" 3" TYPE " R L = 4" (TYP) 60 6 " '6" 9" 9" " R L = 8" '6" 6 " STIRRUPS RRIER DETILS 3 OF 4 DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40 '3" PLN SLE: ƒ" = '0" " = '0" 0 ~ #4 LONGITUDINL RS 9" SPES E.F.) 0'0" 0'0" ELEVTION SLE: ƒ" = '0" 4'0" LIFTING SLOT LIFTING SLOT 7 " 9 " 3" É RRIER '0" " 4 " HMFER 5 SETION 3" SLE: ƒ" = '0" 8" HSS 4XXŠ TUE DETILS) 3 5'0" (SEE STRUTURL (MIN.) FINISH GRDE 4" = '0" 4 6" = '0" " Ì STUD RIDGE REPIRS 4" DENNETT ROD OVERPSS 6" #4 LONGITUDINL 9"SPES E.F. É RRIER " SETION SLE: ƒ" = '0" "LER 7 " #4 STIRRUP #6 LOOP R SHEET NUMER: S06

28 RETROREFLETIVE MEDIN SEE RRIER ONNETION DETIL #6 LOOP R #4 LONGITUDINL RS (TOP) #4 LONGITUDINL RS (OTTOM) " Ì STUD RRIER DELINETOR S3X7.5 NOTE: #4 STIRRUP RS LIFTING SLOT FOR DDITIONL DETILS ND NOTES, SEE SHEET "RRIER DETILS 3 OF 4". 9'3" 7'0" TPERED 3'9" SQURE PLN Filenam e:...\mst\xxx_arrier_details_4.dgn Date:/3/08 LEG: E.F. = EH FE N.F. = NER FE F.F. = FR FE MEDIN RRIER TRNSITION TYPE I S NOTED ISOMETRI VIEW TPERED SLE: " = '0" PREPRTION FOR RIDGE TRNSITION TYPE III, MODIFIED ONSULTNT PROJET MNGER: LT /08 LT /08 hecked ISOMETRI VIEW UNTPERED SLE: " = '0" DSM /08 4" Northbrook Drive uilding, Suite One 4'0" Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) " = '0" 4 6" = '0" #6 LOOP R 5'0" 7 " 9 " 3" 8" É RRIER '0" " 4 5 SETION " 9'3" " HMFER 3" SLE: ƒ" = '0" #4 STIRRUP RS HSS 4XXŠ 6" 3" (SEE STRUTURL TUE DETILS) (MIN.) FINISH GRDE 6" #4 LONGITUDINL RS SLE: ƒ" = '0" " = '0" 0 ~ #4 LONGITUDINL RS (SPED S SHOWN) 9"SPES E.F. RIDGE REPIRS DENNETT ROD OVERPSS RRIER DETILS 4 OF 4 SHEET NUMER: S07 DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40 0'0" 0'0" SLE: ƒ" = '0" É RRIER " SETION SLE: ƒ" = '0" "LER 7 " #6 LOOP R 7'0" (TPERED) LIFTING SLOT #4 STIRRUP 3'3" 6" 9" 0" 8" 3" 3" 8" 6" #6 LOOP R 3'9" (SQURE) 3 5'0" 4" = '0" '0" " Ì STUD SETION 6" É RRIER '9" 7 " SLE: ƒ" = '0" 3" #4 HOOP (MIN.) 4" " LER #4 LONGITUDINL FINISH GRDE

29 SEE IVIL PLNS FOR GURDRIL S ± '6" ± '6" ONRETE REMOVL S ONRETE REMOVL S '5" ± ' " SEE IVIL PLNS FOR GURDRIL S ±8" UR ±8" UR '" ±'3 " POST Filename:.\MST\XXX_EndPost_Dets_.dgn Date:/3/08 ±'3 " POST TRILING REMOVL ELEVTION SLE: ƒ" = '0" EXISTING KWLL É UTMENT 7'3ƒ" ± '8 " ± 4'0" 7" '8" 8" PROPOSED GURDRIL TRILING PLN " '3 " SLE: ƒ" = '0" 7'3ƒ" '8" EXISTING RILING " HMFER TRILING ELEVTION EXISTING GRNITE UR '0" '3 " POST '3" 4'5ƒ" 7" EXISTING GRDE SLE: ƒ" = '0" S NOTED ONSULTNT PROJET MNGER: DSM 0/07 hecked LT 0/07 SM 0/07 DSM /08 ±8" UR Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) '3 " LEN ND REUSE EXISTING #7 RS, EH FE EXISTING GRNITE UR EXISTING RILING LEDING REMOVL ELEVTION EXISTING GRDE ± 3'0 " SLE: ƒ" = '0" '0" LEDING PLN ±'3 " ±8" POST UR SLE: ƒ" = '0" '0" '5" SLE: ƒ" = '0" É UTMENT '8" '8" '3" LEDING ELEVTION EXISTING KWLL PROPOSED GURDRIL " HMFER MT PROJET MNGER: Ralph. Norwood, IV ONTRT: '0" RIDGE REPIRS DENNETT ROD OVERPSS POST DETILS SHEET OF SHEET NUMER: S08 9 OF 40

30 Filename:.\MST\XXX_EndPost_Dets_.dgn Date:/3/08 No. IN FIELD S NOTED Revision EXISTING UTMENT 8 ~ T50E (4 E.F.) 0 ~ T50E (5 E.F.) 4" '0" y Date 3" LR. T50 " MIN. ONSULTNT PROJET MNGER: '3 " 6" DSM 0/07 hecked LT 0/07 SM 3" LR. SETION SLE: " = '0" TRILING REINFOREMENT ELEVTION T500 (TYP., LEDING) 0/07 T50 (TYP., TRILING) 6" = 6'0" SLE: " = '0" EXISTING GRNITE UR 9 ~ T650E 8 ~ T600E (9 E.F.) ±4ƒ" DSM /08 5 ~ T550E ~ T600E ( E.F.) 6" '3 " ±6 " 4 EQ. SP. TO REMIN '3 " EXISTING RER EXISTING POST Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) " LR. T650 '3 " 6" LR. T500 3" SETION SLE: " = '0" MT PROJET MNGER: EXISTING GRNITE UR Ralph. Norwood, IV DRILLED ND NHORED 6" '3 " ±6 " 4 EQ. SP. 3 ~ T650E ±4" LEDING REINFORMENT ELEVTION SLE: " = '0" '3 " DRILLED ND NHORED EXISTING POST 3" LR. T65 T60 3 " LR. SETION 6 6" = ± 3'0" '3 " 6" LR. T550 SLE: " = '0" 8 ~ T50E (4 E.F.) 4" 3" 3 " LR. IN FIELD 0 ~ T500E EXISTING GRNITE UR (5 E.F.) RIDGE REPIRS DENNETT ROD OVERPSS POST DETILS SHEET OF SHEET NUMER: S09 ONTRT: OF 40

31 É RG., UT. No. (EXP) É RG., UT. No. (FIXED) GIRDER WE REPIR GOUGE (SEE NOTE ) OTTOM FLNGE Filenam e:...\mst\xxx_steel_repairs.dgn Date:/3/08. GIRDER GOUGE REPIR DETIL "STRUTURL STEEL REPIR" INLUDES GRINDING OTTOM FLNGE GOUGES SMOOTH USING METHOD PPROVED Y THE RESIDENT ND FIELD OTING IN ORDNE WITH SPEIL PROVISION 506. ONSULTNT PROJET MNGER: DSM 9/07 EW 9/07 hecked NL 0/07 Northbrook Drive uilding, Suite One Falmouth, Maine 0405 TEL: (07) 7847 FX: (07) RESET LL EXISTING EXPNSION ROKER ERINGS ( ERINGS) FRMING PLN SLE: " = '0" GIRDER GOUGE REPIR LOTIONS RIDGE REPIRS DENNETT ROD OVERPSS STEEL REPIR DETILS SHEET NUMER: S0 DSM /08 MT PROJET MNGER: Ralph. Norwood, IV ONTRT: OF 40 Ë MINE TURNPIKE