Plotted By: WAP04107$ COMMONWEALTH OF VIRGINIA DEPARTMENT OF TRANSPORTATION PLAN AND PROFILE OF PROPOSED STATE HIGHWAY TOWN OF DUMFRIES

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1 /8/08 8:08: AM d9090.dgn Plotted By: WAP007$ FEDERAL AID SHEET FOR INDEX OF SHEETS SEE SHEET B VIRGI N IA FHWA DATA E0 STP-A0 ( ) THIS WAS DEVELOPED UTILIZING THE DEPARTMENT'S ENGINEERING DESIGN PACKAGE (GEOPAK). GEOPAK Computer Identification No. UPC 909 SIC SEMP ER TYRANNIS COMMONWEALTH OF VIRGINIA DEPARTMENT OF TRANSPORTATION (SEE TABULATION BELOW (SEE TABULATION BELOW FOR SECTION NUMBERS) FOR SECTION NUMBERS) FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA URBAN PRINCIPAL ARTERIAL (GS-) - ROLLING - MPH MIN. DESIGN SPEED Fr: 0. MI. S. OF BRADYS HILL ROAD To: 0. MI. N. OF (DUMFRIES ROAD) PLAN AND PROFILE OF PROPOSED ADT 07 ADT 0 DHV T (%) (design hour) V (MPH) 8,000 69,000,60 / % CONVENTIONAL SIGNS LINE COUNTY LINE CITY,WN OR VILLAGE RIGHT OF WAY LINE FENCE LINE UNFENCED PROPERTY LINE FENCED PROPERTY LINE WATER LINE SANITARY SEWER LINE GAS LINE ELECTRIC UNDERGROUND CAE TRAVELED WAY GUARD RAIL RETAINING WALL RAILROADS BASE OR SURVEY LINE LEVEE OR EMBANKMENT BRIDGES CULVERTS DROP INLET POWER POLES TELEPHONE OR TELEGRAPH POLES TELEPHONE OR TELEGRAPH LINES HEDGE TREES HEAVY WOODS GROUND ELEVATION GRADE ELEVATION " G 0 DATUM LINE DATUM LINE PL T/Tg PL 6" W 8" S E 0 Quantico Gateway Dr 0 : 0. MI. N. OF (DUMFRIES ROAD) B Hil Rd Bradys FROM: 0. MI. S. OF BRADYS HILL ROAD 6 6 To Stafford 70 Main St HIGHWAY D (%) (design hour) Hong `Jenny' Ha, P.E. (70)9-907 NOVA District MANAGER Leon E. Treutle, L.S. (70)9-7/7/ SURVEYED BY, Thomas Aigner, P.E. (80) C.O. DESIGN BY Leon E. Treutle, L.S. (70)9-7/7/ SUBSURFACE UTILITY BY, 6 Description Reference 80 WN OF DUMFRIES 0 7 7B P.O.C. Sta. +6 Constr. B/L Rte. P.O.T. Sta Constr. B/L Brady Hill Rd. 7C Graham Park Rd Lt. Graham Park Rd Rt. 0 Main St Reloc. Duke St 00 Rte. - FraleyBlvd. 0 0 Quantico Creek Wiliamstown Dr 0 00' Prop. Bridge Bridge over Quantico Creek PROJ , PE0 Reloc. Main St 0 0 Canal Rd B Possum Point Rd C 0 Water's Ln C 0 00 Reloc. Old Stage 0' R 0' R Tripoli Blvd Coach Rd B Description Reference ADDITIONAL EASEMENTS WILL BE REQUIRED BEYOND THE PROPOSED RIGHT-OF-WAY SHOWN ON THESE PLANS Rte. - Dumfries Rd Old Stage Coach Rd Cul-de-sac P.O.T. Sta. +7. Constr. B/L Rte. P.O.T. Sta Constr. B/L Rte. 60 ToAlexandria SCALE 0 00' 000' TIER APPROVED FOR RIGHT OF WAY ACQUISITION RECOMMENDED FOR APPROVAL FOR RIGHT OF WAY ACQUISITION LOCATION AND DESIGN ENGINEER CHIEF ENGINEER CHIEF OF POLICY BE USED FOR ANY TYPE INFRASTRUCTURE INVESTMENT DIRECR CHIEF FINANCIAL OFFICER THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMY AS AWARDED, HAS BEEN SEALED AND SIGNED USING DIGITAL SIGNATURES AND THE OFFICIAL PLAN ASSEMY IN ELECTRONIC FORMAT IS SRED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY, INCLUDING ALL SUBSEQUENT REVISIONS, WILL BE THE OFFICIAL CONSTRUCTION PLANS. FOR INFORMATION RELATIVE ELECTRONIC Beg. Project Sta End Project Sta RECOMMENDED FOR APPROVAL FOR CONSTRUCTION INFRASTRUCTURE INVESTMENT DIRECR FILES AND LAYERED PLANS, SEE THE GENERAL NOTES. LOCATION AND DESIGN ENGINEER DESIGN FEATURES RELATING CONSTRUCTION OR REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT CHANGE AS DEEMED. STRUCTURE AND BRIDGE ENGINEER THIS IS BE CONSTRUCTED IN ACCORDANCE WITH THE DEPARTMENT'S 06 ROAD AND BRIDGE SPECIFICATIONS, 06 ROAD AND BRIDGE STANDARDS, 009 MUTCD, 0 VIRGINIA SUPPLEMENT THE MUTCD, 0 VIRGINIA WORK AREA PROTECTION MANUAL AND AS AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMY. ALL CURVES ARE BE SUPERELEVATED, TRANSITIONED AND WIDENED IN ACCORDANCE WITH STANDARD TC. ULS, EXCEPT WHERE OTHERWISE NOTED. THE ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL SIGNATURES, ARE FILED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY. ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES, IS ILLEGAL AND ENFORCED THE FULL EXTENT OF THE LAW. Town of Dumfries Population,96 (00 Census) SECTION FEDERAL AID TYPE CODE UPC LENGTH INCLUDING FEET BRIDGE(S) PE-0 STP-A0(8) PENG 909 0, , Prel. Engr. Project Lengths are based on Construction Baseline. MILES LENGTH EXCLUDING FEET BRIDGE(S) MILES BRIDGE PLAN TYPE From: 0. Mi. S. of Brady's Hill Rd DESCRIPTION To: 0. Mi. N. of Dumfries Rd (Route ) CHIEF FINANCIAL OFFICER APPROVED FOR CONSTRUCTION CHIEF ENGINEER APPROVED DIVISION ADMINISTRAR FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION Copyright 06, Commonwealth of Virginia

2 9//08 9::8 AM d9090a.dgn.dgn Plotted By: WAP007$ MANAGERHong "Jenny" Ha PE (70)9-907 NOVA District SURVEYED BY, Leon E. Treutle LS (70)9-7/7/ DESIGN BY Thomas E. Aigner PE (80) Central Office SUBSURFACE UTILITY BY, Leon E. Treutle LS (70)9-7/7/ See plans for potential retaining walls at the following locations: Sta to Sta. 6+ Left Sta to Sta Left Sta. +6 to Sta. Sta. +00 Right Sta. +6. to Sta. +00 Left Sta. +7 to Sta. 6+7 Right See 0' ": ' Locations where fills are greater that ' in depth beside a shared use path the greenspace is be wide. All pavement widening shall be performed in accordance with standard WP-. The outside edge of the mainline pavement, existing paved shoulder and turn lanes shall be demolished up to the edge of the existing pavement identified by approximately " to " of asphalt concrete over approximately 6" to " of hydraulic cement concrete pavement and verified by the inspector. This require demolition of the existing paved shoulder/turn lanes and potentially. to ' of the existing travel lane on either side. When liquid asphalt is used for curing of a cement stabilized material, it shall be liquid asphalt type CRS-, CRS-h or CMS- applied at a rate of 0. gals/sy. Where necessary for maintenance of traffic, cover material consisting of No. 0 Aggregate or Grading B sand shall be applied at a rate of 0 lbs/s.y.. All costs for such curing and materials shall be included in the bid price for the cement stabilized course. Route (Fraley Boulevard) - 6 Lane Design Typical GS- - Urban Principal Arterial - MPH Design Speed Std. MS- Req'd. STD. CG- STD. CG- Var. "to"existing Asphalt Concrete.'.' Var. "to"existing Asphalt Conc. over.6"to6"existing Crushed Aggregate '.8'.8' ' ' & EXIST. ASPHALT OVER CONCRETE PAVE. ' 0' 7.' ' ' ' 6' ' ' ' ' 6.8' R/W See See Var. "to"existing Asphalt Conc. over.6"to6"existing Crushed Aggregate Route (Fraley Boulevard) - 6 Lane Design Typical With Right Turn Lane GS- - Urban Principal Arterial - MPH Design Speed , PE-0 A BE USED FOR ANY TYPE ": ' : Fill Slope Existing Pavement Designs: Design : 7." (average) of asphalt concrete (min..", max..") over 7.8 (average) of hydraulic cement concrete (min. 6.", max. 9.8") Design : 7" (average) of asphalt concrete (min..6", max.."), over " (average) of crushed aggregate (min..6", max. 6"). Existing turn lanes consist of 0." to.6", average of.9, of asphalt concrete over." to 8." average of 9", of crushed aggregage. 6 Surface - " Asphalt Concrete, Type SM-9.D estimated at lbs/sy Intermediate - " Asphalt Concrete, Type IM-9.0A estimated at 7 lbs/sy Base - 8" Asphalt Concrete, Type BM-.0A 6 DESIGN FEATURES RELATING CONSTRUCTION OR REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT CHANGE AS DEEMED Subbase - " Aggregate Base Material, Type, Size No. B connected to a UD- edgedrain beneath the curb and gutter. On the high side of the pavement cross-slope, where the new pavement will drain towards the existing pavement (if any) provide 8" Aggregate Base Material Type, Size No. A, pugmill mixed with % hydraulic cement by weight in lieu of B. " Hydraulic Cement Concrete, Class A over " Aggregate Base Material, Type, Size B extended " beyond the edges of concrete. Excavate unsuitable material for a depth " below the subgrade and replace with Select Material, Type, minimim CBR 0 wrapped in a geotextile subgrade stabilization fabric throughout the entire length of pavement widening within project limits. All unsuitable materials should be specified for disposal off-site at no additional cost to the Department. Specific locations to be identified with final pavement report..' 0' ": ' See STD. CG- Var. "to"existing Asphalt Concrete.' Var. "to"existing Asphalt Conc. over.6"to6"existing Crushed Aggregate Std. MS- Req'd. '.8'.8' ' RIGHT TURN ' & EXIST. ASPHALT OVER CONCRETE PAVE. RIGHT TURN LANE LANE ' 0' 7.' ' ' ' ' 6' ' ' ' ' ' STD. CG- See Var. "to"existing Asphalt Conc. over.6"to6"existing Crushed Aggregate See ": ' Surface - " Asphalt Concrete, Type SM-9.D estimated at lbs/sy See Plans For Right Turn Lanes Locations Intermediate - " & Var. Asphalt Concrete, Type IM-9.0A Mill " Existing Surface Route (Fraley Boulevard) - 6 Lane Design With Left Turn Typical GS- - Urban Principal Arterial - MPH Design Speed SHARED USE PATH PAVEMENT STRUCTURE INSET C 0' ": ' See STD. CG- Var. "to"existing Asphalt Concrete See See.'.' Var. "to"existing Asphalt Conc. over.6"to6"existing Crushed Aggregate '.8'.8' ' ' & EXIST. ASPHALT OVER CONCRETE PAVE. LEFT TURN LANE ' 0' 7.' ' ' ' ' ' ' ' ' ' Var. "to"existing Asphalt Conc. over.6"to6"existing Crushed Aggregate ": ' 6" See Plans For Left Turn Lanes Locations " ASPHALT CONCRETE approximately 0 lbs./sq.yds. 6" AGGREGATE BASE MATERIAL TYPE I SIZE NO B REGULAR FILL MATERIAL OR NATIVE SOIL A

3 S/O S/O 9//08 d9090b.dgn 9:0: AM Plotted By: WAP007$ MANAGERHong "Jenny" Ha PE (70)9-907 NOVA District SURVEYED BY, Leon E. Treutle LS (70)9-7/7/ DESIGN BY Thomas E. Aigner PE (80) Central Office SUBSURFACE UTILITY BY, Leon E. Treutle LS (70)9-7/7/ BE USED FOR ANY TYPE , PE-0 B Quantico Gateway Drive GS-8 - Urban Local Street - 0 MPH Design Speed DESIGN FEATURES RELATING CONSTRUCTION OR REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT CHANGE AS DEEMED ": ' Std. MS-A Req'd. STD. CG- ": ' '.. ' Surface - " Asphalt Concrete, Type SM-9.D estimated at lbs/sy ' ' ' ' ' ' ' ' ' Base - " Asphalt Concrete, Type BM-.0A Subbase - 6" or extended to the bottom of existing aggregate, Aggregate Base Material, Type, Size No. B connected to a UD- edgedrain beneath the curb and gutter. All pavement widening shall be performed in accordance with standard WP " Hydraulic Cement Concrete, Class A over " Aggregate Base Material, Type, Size B extended " beyond the edges of concrete. Main Street North GS-7 - Urban Collector Street - 0 MPH Design Speed ": ' ": ' '.. ' ' ' ' ' ' ' ' ' Surface - " Asphalt Concrete, Type SM-9.D estimated at lbs/sy Intermediate - " Asphalt Concrete, Type IM-9.0A estimated at 7 lbs/sy Base - 8" Asphalt Concrete, Type BM-.0A PRIVATE AND COMMERCIAL ENTRANCES TYPE I TYPE II Crusher Run Aggr. Concrete TYPICAL STRAIGHT - LINE TAPER LANE Subbase - 0" Aggregate Base Material, Type, Size No. B connected to a UD- edgedrain beneath the curb and gutter. On the high side of the pavement cross-slope, where the new pavement will drain towards the existing pavement (if any) provide 8" Aggregate Base Material Type, Size No. A, pugmill mixed with % hydraulic cement by weight in lieu of B. 6" Crusher Run Aggr. or 6 Concrete Entrance Pavement 7" HES " Aggr. Base Mat'l. Ty. I ( Use with Curbs and/or Curb & Gutters ) T See Detail A " Hydraulic Cement Concrete, Class A over " Aggregate Base Material, Type, Size B extended " beyond the edges of concrete. No. A or B BASELINE See Detail A TYPE III Asphalt Asphalt Conc. Type SM-9.A or 0 Lbs. per S. Y. TYPE IV Asphalt Commercial Asphalt Conc. Type SM-9.A or 6 Lbs. per S. Y. DETAIL A Radius = Variable ( To Be Field Set ) = Variable - " Aggr. Base Mat'l. Ty. I No. A or B " Asphalt Conc. Base Course BM-.0 T - See plans for Length of T. 6" Aggr. Base Mat'l. Ty. I No. A or B S/O - See plans for Stations and Offsets. The type of entrance (I, II, III, IV) to be constructed will be determined by the existing condition at the time of construction B

4 8//08 d9090c.dgn :: PM Plotted By: WAP007$ MANAGERHong "Jenny" Ha PE (70)9-907 NOVA District SURVEYED BY, Leon E. Treutle LS (70)9-7/7/ DESIGN BY Thomas E. Aigner PE (80) Central Office SUBSURFACE UTILITY BY, Leon E. Treutle LS (70)9-7/7/ BE USED FOR ANY TYPE , PE-0 C Graham Park Road Lt. GS-7 - Urban Collector Street - 0 MPH Design Speed DESIGN FEATURES RELATING CONSTRUCTION OR REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT CHANGE AS DEEMED ": ' ": ' Min. 6" '. ' ' ' '. ' ' ' ' All pavement widening shall be performed in accordance with standard WP Graham Park Road Rt. GS-7 - Urban Collector Street - 0 MPH Design Speed Mill the existing surface to a depth of ". Resurface with " & Var. of Asphalt Concrete, Type SM-9.A estimated at lbs/sy ": ' Std. MS- Req'd. ": ' '.. ' ' ' ' ' ' ' ' ' & Var. ' ' Surface - " Asphalt Concrete, Type SM-9.D estimated at lbs/sy Possum Point Road GS-7 - Urban Collector Street - 0 MPH Design Speed Base - 8" Asphalt Concrete, Type BM-.0A Subbase - 6" Aggregate Base Material, Type, Size No. B connected to a UD- edgedrain beneath the curb and gutter. " Hydraulic Cement Concrete, Class A over " Aggregate Base Material, Type, Size B extended " beyond the edges of concrete. ": ' ": ' '.. ' ' ' ' ' ' ' ' Surface - " Asphalt Concrete, Type SM-9.D estimated at lbs/sy Base - " Asphalt Concrete, Type BM-.0A Subbase - 6" Aggregate Base Material, Type, Size No. B connected to a UD- edgedrain beneath the curb and gutter. " Hydraulic Cement Concrete, Class A over " Aggregate Base Material, Type, Size B extended " beyond the edges of concrete C

5 8//08 d9090d.dgn ::9 PM Plotted By: WAP007$ MANAGERHong "Jenny" Ha PE (70)9-907 NOVA District SURVEYED BY, Leon E. Treutle LS (70)9-7/7/ DESIGN BY Thomas E. Aigner PE (80) Central Office SUBSURFACE UTILITY BY, Leon E. Treutle LS (70)9-7/7/ BE USED FOR ANY TYPE , PE-0 D DESIGN FEATURES RELATING CONSTRUCTION OR REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT CHANGE AS DEEMED Tripoli Boulevard GS-8 - Urban Local Street - 0 MPH Design Speed Canal Road GS-8 - Urban Local Street - 0 MPH Design Speed ": ' : Fil Slope % ": ' : Cut Slope : Fil Slope '.. '. ' ' '.. ' ' ' & Var. ' & Var. Mill the existing surface to a depth of " Resurface with " & Var. of Asphalt Concrete, Type SM-9.A estimated at lbs/sy All pavement widening shall be performed in accordance with standard WP-. Reloc. Duke Street GS-8 - Urban Local - MPH Design Speed Reloc. Old Stage Coach Road GS-8 - Urban Local - 0 MPH Design Speed SHOULDER TYPICAL : % % SHOULDER TYPICAL : ' ' ": ' ": ' : Cut Slope ": ' ": ' : Cut Slope Surface - " Asphalt Concrete, Type SM-9.D estimated at lbs/sy Base - " Asphalt Concrete, Type BM-.0A '.. ' '.. ' Subbase - " Aggregate Base Material, Type, Size No. B connected to a UD- edgedrain beneath the curb and gutter. 9' ' & Var. ' & Var. 9' 0' ' & Var. ' & Var. 0' " Hydraulic Cement Concrete, Class A over " Aggregate Base Material, Type, Size B extended " beyond the edges of concrete Williamstown Drive GS-8 - Urban Local Street - 0 MPH Design Speed : Cut Slope ' & Var. ": ' STD. CG- Std. MS- Req'd. STD. CG- ' & Var. ": ' : Cut Slope Surface - " Asphalt Concrete, Type SM-9.D estimated at lbs/sy '.. ' Base - " Asphalt Concrete, Type BM-.0A ' ' ' & Var. ' & Var. ' ' Subbase - " Aggregate Base Material, Type, Size No. B connected to a UD- edgedrain beneath the curb and gutter. " Hydraulic Cement Concrete, Class A over " Aggregate Base Material, Type, Size B extended " beyond the edges of concrete D