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LEGEND © MANHOLE ASPHALT OVERLAY VZA MILLING & ASPHALT OVERLAY (XJ FULL DEPTH ROADWAY RECONSTRUCTION TYPE OF CONSTRUCTION: PAVEMENT REHABILITATION DESIGN DESIGNATIONS: MAJOR ARTERIAL ADT (2009) 20,900 V (POSTED) 20 MPH LENGTH OF PROJECT: 5425 LF THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS FP—14. THERE UNITED STATES VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS PLANS FOR THE CONSTRUCTION OF FEDERAL— AID PROJECT NO. VI—30(39) MORAVIAN HIGHWAY — ROUTE 30 PAVEMENT REHABILITATION ATLANTIC OCEAN CARIBBEAN SEA ISLAND OF ST. THOMAS Route 30 Moravian Highway INDEX OF SHEETS 1 TITLE SHEET 11. PERMANENT SIGN 2 TABULATION OF QUANTITIES 12 PERMANENT SIGN 3 TYPICAL ROAD SECTION 13. PERMANENT SIGN 4 PLANS — SHEET 1 14 STANDARD DETAIL 5 PLANS — SHEET 2 15 STANDARD DETAIL 6 PLANS — SHEET 3 16 STANDARD. DETAIL 7 PLANS — SHEET 4 17. STANDARD DETAIL 8 PLANS — SHEET 5 18 STANDARD DETAIL 9 TYPICAL WALL DETAIL 19 STANDARD DETAIL 10 TRAFFIC DETECTION SYSTEM PLAN NOT TO SCALE SCHEDULE SCHEDULE SCHEDULE — EROSION CONTROL / INLET PROTECTION — PAVEMENT TRANSITIONS — GUARDRAILS — TRAFFIC CONTROL SHEET 1 — TRAFFIC CONTROL SHEET 2 — TRAFFIC CONTROL SHEET 3 DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING 8244 SUB BASE ST. THOMAS, USVI DESIGNED BY: OFFICE OF HIGHWAY ENGINEERING ISLAND PROJECT NoeaR STT VI-30(39) 2 SCHEDULE OF QUANTITIES SCHEDULE OF WORK ITEM NO. | ITEM DESCRIPTION UNITS | QTY. | NOTES SIDE 15101-0000 | MOBILIZATION LS 1 STATION LT | RT DESCRIPTION OF WORK 15201-0000 | CONSTRUCTION SURVEY AND STAKING LS 1 10+00 to 11+68 | X | X | Milling and Paving Intersection, approximately 1700 SY 15401-0000 | CONTRACTOR TESTING LS 1 11+68 to 13+07 X | Milling and Paving 30' Wide, approximately 450 SY 15706-1000 | SOIL EROSION CONTROL, INLET PROECTION EA 10 12+00 to 15+75 X | Remove Existing Guardrail, Extend Existing Concrete Wall to 29" Above Curb - 375 LNFT 20102-0000 | CLEARING AND GRUBING LS 1 1 15+75 to 16+75 X | Remove Existing Guardrail, Install New Guardrail, Connect to Existing - 100 LNFT 20302-0300 | REMOVAL OF CURB AND GUTTER, CONCRETE LF 20 12+83 to 14+66 | X Milling and Paving Intersection, approximately 420 SY 20302-1200 | REMOVAL OF GUARDRAIL LF 762.5 13+57 xX Cleaning Drainage Structure, Inlet 20303-1600 | REMOVAL OF PAVEMENT, ASPHALT SY 3115 14+39 to 15+75 X | Full Depth Reconstruction 22'+/- Wide, approximately 370 SY 20303-3200 | REMOVAL OF SIDEWALK, CONCRETE SY 25 14+30 to 17+00 | X Remove Existing Guardrail, Extend Existing Concrete Wall to 29" Above Curb - 350 LNFT 20401-0000 | ROADWAY EXCAVATION CY 690 17+00 to 17+38 | X Remove and Replace Existing Guardrail, Connect to Concrete Wall - 37.5 LNFT 30102-0800 | AGGREGATE BASE, 8", GRADING D SY 3115 17+00 to 18+50 | X Full Depth Roadway Reconstruction, approximately 490 SY 40301-0200 | HOT ASPHALT CONCRETE PAVEMENT, GRADE B, 4" TON 706 19+28 to 19+78 | X | X | Full Depth Roadway Reconstruction, approximately 330 SY 40301-0400 | HOT ASPHALT CONCRETE PAVEMENT, GRADE D, 2" TON | 3455 19+78 to 20+60 | X | X | Milling and Paving, approximately 780 SY 41301-0600 | ASPHALT PAVEMENT MILLING, 2" SY 15000 20+60 to 22+16 X | Milling and Paving Right Lane, 11' Wide, approximately 200 SY 60101-0000 | MINOR CONCRETE, EXTEND EXISTING WALL CY 150 2 23+00 X | X | Cleaning Drainage Structure, Inlets (2) 60101-1000 | MINOR CONCRETE, CURB & SIDEWALK REPAIRS CY 20 2 25+90 to 30+02 X | Milling and Paving Right Lane, 11' Wide, approximately 600 SY 60201-0400 | 12" PIPE CULVERT, HDPE LF 120 27+00 X | X | Cleaning Drainage Structure, Inlets (2) 60412-2000 | REMOVE AND RESET MANHOLE FRAME AND COVER EA 20 30+02 to 31+53 | X | X | Full Depth Roadway Reconstruction, approximately 820 SY 60706-0000 | CLEANING DRAINAGE STRUCTURE EA 9 34+00 X | X | Cleaning Drainage Structure, Inlets (2) 61101-0000 | WATER SYSTEM, IRRIGATION LS 1 37+53 to 39+71 | X | X | Milling and Paving Intersection, approximately 2140 SY 61701-1350 | GUARDRAIL SYSTEM, G4, TYPE 2 CLASS B STEEL POST LF 137.5 39+71 to 42+00 X | Full Depth Roadway Reconstruction 32'+/- Wide, approximately 820 SY 61703-1000 | TERMINAL END, TYPE ROUND EA 2 47+00 X | X | Cleaning Drainage Structure, Inlets (2) 61703-2000 | TERMINAL END, TYPE FLARED (WALL MOUNT) EA 2 53+02 to 56+42 | X | X | Milling and Paving Intersection, approximately 2100 SY 62632-0000 | PLANTINGS LS 1 3 56+42 to 57+25 | X Full Depth Roadway Reconstruction, approximately 158 SY 63303-0500 | PROJECT SIGN, 4x8 PLYWOOD EA 2 58+35 to 64415 | X | X | Milling and Paving Intersection, approximately 3230 SY 63304-0900 | SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING SF 220 59+62 to 59+87 | X Full Depth Roadway Reconstruction, approximately 42 SY 63401-1500 | PAVEMENT MARKINGS, TYPE H, SOLID 6" LF 20000 60+56 to 60+81 X | Full Depth Roadway Reconstruction, approximately 45 SY 63401-1550 | PAVEMENT MARKINGS, TYPE H, SOLID 24" LF 600 64+15 to 64+25 | X | X | Full Depth Roadway Reconstruction, approximately 48 SY 63401-1600 | PAVEMENT MARKINGS, TYPE H, BROKEN 6" LF 2750 General Note 63405-2900 | PAVEMENT MARKINGS, TYPE H, TURN ARROW EA 10 Stations are base on field measurements. 63405-2950 | PAVEMENT MARKINGS, TYPE H, STRAIGHT ARROW EA 12 Contractor shall verify all work limits in the field with the CO prior to commencing any activities. 63405-3000 | PAVEMENT MARKINGS, TYPE H, STRAIGHT/TURN ARROW | EA 4 63501-0000 | TEMPORARY TRAFFIC CONTROL LS 1 4 63602-6000 | SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM, EA 4 VI DEPARTMENT OF PUBLIC WORKS CAMERA/VIDEO TYPE OFFICE OF HIGHWAY ENGINEERING Notes: 1. Clear and remove existing vegetation and topsoil to 2" below existing curb height on all medians and islands. 2. Item shall include all required steel reinforcement. 3. Item shall include 1500 shrubs 18"-24" in height (500 dracaena reflexa / 1000 ficus microcarpa) and 55 palm trees 8' height (Pheonix Sylvestris). Plantings shall be installed along medians as directed by project engineer. 4. Contractor shall submit a Temporary Traffic Control Plan for approval prior to performing any work. TABULATION OF QUANTITIES MORAVIAN HIGHWAY - ROUTE 30 PAVEMENT REHABILITATION ISLAND PROJECT NU MEER STT VI-30(39) 3 Existing Concrete / Sidewalk Existing ROW, Width Varies 4' Typ./Varies 2" Asphalt Milling 2" Asphalt Overlay / 2% 2" Asphalt Overlay, Width Varies 4' Typ./Varies C/L Existing Asphalt 2" Asphalt Milling \ |—— Existing Concrete / Sidewalk LL, >» Existing Base an COG Existing Concrete — Curb and Gutter Curb and Gutter Typical Roadway Section - Overlay Existing Concrete Full Depth Reconstruction, Width Varies 2% 8" Aggregate Base ~\ Existing ROW, Width Varies | Full Depth Reconstruction, Width Varies 4" Asphalt Leveling Course 2" Asphalt Wearing Course Existing Concrete Curb and Gutter ] 4" Asphalt Leveling Course / Sidewalk XK OG . j: Existing Concrete / Sidewalk _. -Existing Concrete — . ‘| a ; re Curb and Gutter’... . Existing Subgrade A Typical Roadway Section - Full Depth Reconstruction Existing Median 2" Asphalt 8" Aggregate Base 77 SOC e a i \ 29 / a } = a on Wearing Course % f 7 us a. rar * — KASS “-.°2 " Existing Concrete Sal ots ~ «+ Curb and Gutter". VI DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING NOT TO SCALE MORAVIAN HIGHWAY - ROUTE 30 PAVEMENT REHABILITATION TYPICAL SECTIONS oS Landscape Island s ISLAND PROJECT NoeaR z & Install Irrigation & _ = & (2) Palm Trees > sm WE 80(39) ‘ 3 ke (12) Shrubs Ss Remove Existing Guardrail e Extend Existing Concrete Wall i See detail sheet 9, (350 LF) O Clean Inlet O = f _) — 10700 O 11400 Remove and Reset = ——_, , 12+00 ROUT Manhole 45+00 2 O | 1 \ 3+00 14+00 = SKKRX = I RERKKRRRRS 5 SSR KEK RE SVS SSR CS ROUTES33 Nisky Center Remove Existing Guardrail Extend Existing Concrete Wall See Detail Sheet 9, (375 LF) Landscape Median Install Irrigation (3) Palm Trees (18) Shrubs Full Depth Reconstruction Pueblo aa Remove and Replace Guardrail (37.5 LF), Connect to Concrete Wall L Full Depth Reconstruction Clean Inlet E 17+0 5 7+00 —] 16+00 ; i 18+00 = PI | = 3 O~——— Remove and Reset 19+00 91+00 2 = Manhole | 20+00 ao € fe) | S (LE Install Guardrail System Install Traffic Detector System 7A an (100 LF), Connect to at Existing Traffic Signal Concrete Wall VI DEPARTMENT OF PUBLIC WORKS LEGEND a Install Irrigation OFFICE OF HIGHWAY ENGINEERING © MANHOLE Leer MORAVIAN HIGHWAY - ROUTE 30 nS a ASernLT OVERLAY 0 40 80 120 PAVEMENT REHABILITATION PSX] FULL DEPTH ROADWAY RECONSTRUCTION eg —E ROADWAY PLAN Bellows International Full Depth Reconstruction Remove and Replace Concrete Sidewalk, (25'x4.5") SHEET ISLAND PROJECT NUMBER STT 5 VI-30(39) 24+00 23+00 25+00 22+00 26+00 YL Landscape Median Clean Inlet Palm Trees & Shrubs as Directed by Engineer Install Irrigation Sea Chest Hardware Gottliebs Gas Station Clean Inlet Full Depth Roadway Install New 12" HDPE PIPE Adjacent to Existing Concrete Pipe Reconstruct Existing Curb Inlet = Recontruction \ O 27+00 28+00 29+00 30+D0 31+00 32+00 / \ * Ss eo SO SO eo SO eS eo SD eo eo SO SO SO ie. SD eo eo eo SD eo o SO eo eo eS SD eS SD eS eo oe SO eo eo eS re. SO SO eo PS SO \_L Landscape Median Sea Chest Hardware Palm Trees & Shrubs VI DEPARTMENT OF PUBLIC WORKS yor as Directed by Engineer Install Irrigation Cancryn Field OFFICE OF HIGHWAY ENGINEERING LEGEND O MANHOLE 0' 40' 80' 120' MORAVIAN HIGHWAY - ROUTE 30 ASPHALT OVERLAY PAVEMENT REHABILITATION VZA MILLING & ASPHALT OVERLAY ee (<X] FULL DEPTH ROADWAY RECONSTRUCTION ROADWAY PLAN SHEET ISLAND PROJECT NUMBER STT VI-30(39) Banco Popular Clean Inlet Install New 12" HDPE PIPE Adjacent to Existing Concrete Pipe Reconstruct Existing Curb Inlet Va Remove and Reset 33+00 35+00 36+00 37+00 oe ae | [ | | ! ) | \ \ Landscape Median Palm Trees & Shrubs as Directed by Engineer Install Irrigation Cancryn School Remove and Reset Manhole, Full Depth Roadway Reconstruction Remove and Replace Install Traffic Detector Western Cemetery Around Manholes Existing Concrete Sidewalk System at Existing 6'x6' 6'x4' Traffic Signal Remove and Reset Manhole 43+00 38409 A +00 41+00 rT w= 39+00 r\ 40+00 ry ee ee ee or Remove and Reset ee Manhole ee ee ae VI DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING LEGEND Full Depth Roadway oO Recontruction O MANHOLE MORAVIAN HIGHWAY - ROUTE 30 ASPHALT OVERLAY 40 80 120' VZA MILLING & ASPHALT OVERLAY PAVEMENT REHABILITATION (S@XZ]_ FULL DEPTH ROADWAY RECONSTRUCTION ee ROADWAY PLAN VZA MILLING & ASPHALT OVERLAY [XX] FULL DEPTH ROADWAY RECONSTRUCTION ISLAND PROJECT NoeaR STT VI-30(39) 7 Western Cemetery Remove and Reset Remove and Reset Manhole Manhole O O 48+00 a 46+00 . ! - 45+00 ' Lo i 47+00 Remove and Reset ! 2 44+00 | Manhole Se 1 | I 49409 sl \ | 2 3 ° 5 SS Q fe) = a, 9 PR 2 Remove and Reset 9 s Remove and Reset Manhole Remove and Reset Ze as Manhole Manhole Remove and Reset Remove and Replace Remove and Replace ‘ Manhole Existing Concrete Sidewalk Existing Concrete Sidewalk Puma Gas Station Remove and Reset Around Manhole (10'x4') Around Manhole (10'x4') / Manhole , O Og = 5x00 52+00 53+00 54+00 4 <a l i ; 917400 I | l 1 yy)! | ! i | i 2 = a =. \ Landscape Median Remove and Reset Palm Trees & Shrubs Manhole as Directed by Engineer Install Traffic Detector System Install Irrigation at Existing Traffic Signal VI DEPARTMENT OF PUBLIC WORKS LEGEND OFFICE OF HIGHWAY ENGINEERING O MANHOLE ASPHALT OVERLAY F 10 20 00 MORAVIAN HIGHWAY - ROUTE 30 PAVEMENT REHABILITATION ROADWAY PLAN SHEET ISLAND PROJECT NUMBER STT VI-30(39) 8 Petrus Plaza Full Depth Roadway Recontruction i} vo & is) 59+00 60+00 = 56+00 57+00 7 58+00 SO, . ) , mae | \ Co | - | ) é Install Irrigation in Median Install Traffic Detector System Seaplane Terminal at Existing Traffic Signal US Post Office p>) 2 Emile Griffith Ballpark es ag es Rll (0) vo & = 61+00 62+00 63+00 64+00 Full Depth Roadway 2 | ) ! LC | | Recontruction = D A \ Landscape Median VI DEPARTMENT OF PUBLIC WORKS Full Depth Roadway Palm Trees & Shrubs OFFICE OF HIGHWAY ENGINEERING LEGEND Recontruction as Directed by Engineer Install Irrigation © MANHOLE Blyden Marine Terminal ASPHALT OVERLAY 0 40 30 400 MORAVIAN HIGHWAY - ROUTE 30 VZA MILLING & ASPHALT OVERLAY (X<X] FULL DEPTH ROADWAY RECONSTRUCTION PAVEMENT REHABILITATION ROADWAY PLAN —~| 16" —=— 4 4 Emb. min. 8" R | dl w/ Epoxy #4 Vert. Bars 4 wy @ 8"0.C. Zt r | 29" above Existing Grade Lh ® “ #4 Hor. Bars a6 @ 16"0.C. Lt“ Existing Roadway bf . Existing Curb Height Varies ‘ 10" Max. . ‘4 a Existing Retaining Wall sg") ——ee io |< f. Existing Grade I 17 ° B Emb. min. 8" w/ Epoxy _7 TYPICAL WALL DETAIL Stations 12+00 to 17+00 (approx.) Right & Left (not to scale) ISLAND PROJECT NU EER STT VI-30(39) 9 Notes Ga) Patch and repair existing wall. (2) Plaster finish on wall facing roadway. Patching, repairs, and plaster shall be paid under pay item 60101-0000 VI DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MORAVIAN HIGHWAY - ROUTE 30 PAVEMENT REHABILITATION WALL DETAIL Western Cemetery Banco Popular ISLAND PROJECT SHEET NUMBER STT VI-30(39) 10 LEGEND VIDEO DETECTOR EXISTING POLE EXISTING ARM EXISTING CONTROL CABINET VI DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING u) Gas Station < O LJ Cancryn School TRAFFIC DETECTION SYSTEM PLAN INTERSECTION ROUTE 30 AT BANCO POPULAR (TYPICAL FOR 4) 0 40' 80' 120' MORAVIAN HIGHWAY - ROUTE 30 PAVEMENT REHABILITATION TRAFFIC DETECTION SYSTEM DETAIL PROJECT SHEET NO. VI‐30(39) 10 STATION  SIDE Width  (in.) Height    (in.) Area     (sq ft) Corner  Radii  (in.) Border  Width  (in.)  Margin  Width  (in.) Numbers  (in.) Upper  Case (in.) Lower  Case (in.) Series 1 R2‐1 24 30 5 White   on  Red 6 30 SEE  NOTE 1   TYP. 2 S4‐3P 24 8 1.33 Black on  Fluorescent  Yellow‐ Green 2 2.66 3 R2‐1 24 30 5 Black on  White 2 10 4 S4‐2P 24 10 1.67 Black on  White 2 3.34 5 M1‐6 30 30 30 6.25 Black on  White 6 37.5 6 M3‐2 30 15 3.13 Black on  White 3 9.39 7 M3‐4 30 15 3.13 Black on  White 3 9.39 24 102.28 2.  Place signs at or near their orginal location.  Final location of signs will be determined in the field, as approved by the project engineer. PERMANENT SIGNS                SCHEDULE 3.  Construct and erect all signs in accordance with the "Manual on Uniform Traffic Control Devices" (MUTCD) NOTES: Total  (this sheet) Department of uPublic Works                                                     Office of Highway Engineering                                                     St. Thomas, Virgin Islands 1.  Sign post supports will not be measured for payment and shall be in accordance with Detail 633‐01. SIGN NO. TEXT NO. SIGN TEXT LOCATION PANEL   SIZE TEXT   SIZE Color Combination Quantity Total Area  (sq ft) SUPPORT      (ft) REMARKS SEE NOTE 2         TYP. SEE NOTE 3                                                TYP. PROJECT SHEET NO. VI‐30(39) 11 STATION  SIDE Width  (in.) Height    (in.) Area     (sq ft) Corner  Radii  (in.) Border  Width  (in.)  Margin  Width  (in.) Numbers  (in.) Upper  Case (in.) Lower  Case (in.) Series 8 M1‐6 308 30 30 5 White   on  Red 3 15 SEE  NOTE 1   TYP. 9 M6‐1 21 15 2.19 Black on  White 2 4.38 10 M1‐6 30 30 6.25 Black on  White 2 12.5 11 M2‐1 21 15 2.19 Black on  White 3 6.57 12 R10‐7 24 30 5 Black on  White 6 30 13 I‐5 24 24 4 White on  Green 1 4 14 M6‐3 21 15 2.19 White on  Green 1 2.19 18 74.64 2.  Place signs at or near their orginal location.  Final location of signs will be determined in the field, as approved by the project engineer. PERMANENT SIGNS                SCHEDULE 3.  Construct and erect all signs in accordance with the "Manual on Uniform Traffic Control Devices" (MUTCD) NOTES: Total  (this sheet) Department of uPublic Works                                                    Office of Highway Engineering                                                    St. Thomas, Virgin Islands 1.  Sign post supports will not be measured for payment and shall be in accordance with Detail 633‐01. SIGN NO. TEXT NO. SIGN TEXT LOCATION PANEL   SIZE TEXT   SIZE Color  Combination Quantity Total Area  (sq ft) SUPPORT      (ft) REMARKS SEE NOTE 2         TYP. SEE NOTE 3                                                TYP. 33 PROJECT SHEET NO. VI‐30(39) 12 STATION  SIDE Width  (in.) Height    (in.) Area     (sq ft) Corner  Radii  (in.) Border  Width  (in.)  Margin  Width  (in.) Numbers  (in.) Upper  Case (in.) Lower  Case (in.) Series 15 R1‐1 30 30 6.25 White   on  Red 4 25 SEE  NOTE 1   TYP. 16 R3‐4 24 24 4 Black on  White 2 8 17 S4‐I102 24 30 5 Black on  White /  Fluorescent  Yellow‐ Green 2 10 0 0 0 0 8 43 50 219.92 2.  Place signs at or near their orginal location.  Final location of signs will be determined in the field, as approved by the project engineer. PERMANENT SIGNS                SCHEDULE 3.  Construct and erect all signs in accordance with the "Manual on Uniform Traffic Control Devices" (MUTCD) Total NOTES: Total  (this sheet) Department of uPublic Works                                                    Office of Highway Engineering                                                    St. Thomas, Virgin Islands 1.  Sign post supports will not be measured for payment and shall be in accordance with Detail 633‐01 & 633‐02 SIGN NO. TEXT NO. SIGN TEXT LOCATION PANEL   SIZE TEXT   SIZE Color  Combination Quantity Total Area  (sq ft) SUPPORT      (ft) REMARKS SEE NOTE 2         TYP. SEE NOTE 3                                                TYP. 157-2 TEMPORARY INLET PROTECTION STANDARD REG STATE PROJECT SHEET NO. REG STATE PROJECT U.S. CUSTOMARY STANDARD SHEET NUMBER U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION FEDERAL LANDS HIGHWAY STATE SHEET NO. TOTAL SHEETS PROJECT F:\StanDraw\st15702.dgn [US Customary] 06-Oct-2005 08:25 AM STANDARD APPROVED FOR USE 6/2005 REVISED: VI-STT ER-VI-10(3) V-5 VI-30(39) 14 E401-01 U.S. CUSTOMARY DETAIL NO SCALE DETAIL TRANSITIONS PAVEMENT K VALUE TABLE (ft/in) DETAIL APPROVED FOR USE (Full Depth of existing asphalt pavement) Saw cut APPROVED : FEBRUARY 2013 2 inches x 42.5 ft/in = 85 feet. Then the minimum transition length = Effective overlay thickness = 2" If the posted speed is 55 MPH Example : (Minimum transition length=30 feet) obtain the transition length. Use K*[e1-e2]=T, or K*[d1-d2]=T (whichever applies), to K value from the Table for the posted speed of the roadway. (difference between the existing and overlaid elevations) by the obtained by multiplying the effective overlay thickness in inches Provide a transition length in feet that is not less than the value NOTE : 30 35 40 45 50 55 60 65 70 75 30 32.5 35 37.5 40 42.5 45 47.5 50 52.5 * Use a K Value of 30 for speeds less than 30 MPH. K (MPH) * POSTED SPEED Existing asphalt pavement Existing base course New asphalt pavement New base course Existing asphalt pavement Existing base course Remove pavement (mill) d2 Existing asphalt pavement Existing base course 1 2 d1 NEW PAVEMENT OVERLAY - DEPTH TRANSITIONS (depth 2) Asphalt overlay (Final course) Asphalt overlay (depth 1) Asphalt overlay K Transition length variable (See table) K Transition length variable (See table) (Depth equals overlay thickness) Saw cut Existing elevation e2 Overlaid elevation e1 (for table e - e = effective overlay thickness) (for table d -d = effective overlay thickness) 2 1 OVERLAY M:\Standards_and_Details\EFLHD_Detail-Drawings\V8\st40101_detail.dgn $TIME$ 30-Jul-2013 11:13 AM U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION EASTERN FEDERAL LANDS HIGHWAY DIVISION REG STATE PROJECT SHEET NO. VI STT VI-30(39) 15 G4 W-BEAM GUARDRAIL STEEL POSTS 617-11 STANDARD REG STATE PROJECT SHEET NO. REG STATE PROJECT U.S. CUSTOMARY STANDARD SHEET NUMBER U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION FEDERAL LANDS HIGHWAY STATE SHEET NO. TOTAL SHEETS PROJECT F:\StanDraw\st61711.dgn [US Customary] 12-Mar-2007 06:48 AM STANDARD APPROVED FOR USE 1/1994 REVISED: 4/1994 6/2005 DRAFT: 3/2007 VI STT VI-30(39) 16 PROJECT SHEET NO. VI-32 (9) T-3 VI DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING TRAFFIC CONTROL INSTALLATION STANDARD 635A VI-30(39) 17 M:\Standards_and_Details\EF LHD_Detail-Drawings\V8\st63501_detall.dgn 05-Jun-2012 08:47 AM8:47:45 AM 6' to 12' ROAD WORK 6'-0" AHEAD N ~N s = ° in _Y es Wi r+—__| | A x 7S Roadway Q li Lo i ROAD CLOSED J 3 N Mk URBAN AREA 6" DETOUR AHEAD 35 35 MPH. MPH. > > & & = = + + y oo rs i T+ ee TT ee Mk Mk Q RURAL AREA 2'-0" — 6" Y Ke} 3 ZB oo 3 O 35 MPH. Traffic aa Wood post (fixed) > Holes (See table) MES 7'-0" (Min.) MUS RIGHT LANE CLOSED AHEAD, 35 MPH. 1'-0" (Min.) PORTABLE SIGNS (See notes 3 and 4) Q Note: For signs requiring 6" x 6" posts and greater, signs are considered to be non-breakaway if multiple posts are required and the posts cannot be spaced a minimum of 7 feet apart. BREAKAWAY SUPPORT DETAIL (FIXED SIGNS 4" X 6" AND GREATER POSTS) FIXED ROADWAY SIGNS REG STATE PROJECT SHEET NO. VI STT VI-30(39) 18 NOTES: 1. Mount signs that are wider than 3-feet or larger than 10 square feet on double posts. . All lumber dimensions are nominal. . The Contractor may submit alternate details for portable signs, however, sign mounts shall hold the sign face in a vertical plane. Portable signs may be mounted lower than fixed signs when approved by the CO. Ensure all portable sign supports meet the requirements of NCHRP-350 for crashworthiness. . When parking is permitted within 200 feet of the sign, mount the sign a minimum of 7 feet above the pavement surface. . When approved by the CO and the Utility Company, utility poles may be used for sign mounting. . For posts 6" x 6" and greater, see the Breakaway Support Detail. If breakaway design cannot be used due to post spacing, the sign should be placed outside the clearzone or be shielded by barrier. Do not place holes in posts of non-breakaway sign. Hole Maximum Sign Area (Sq. ft.) Post Size | D Diameter 1 Post | 2 Post | 3 Post | 4 Post 4"x 4" | 4'|None Required| 10 20 4"x6" | 4' 1.5" 35 50 70 6"x6" | 5" 2" 50 75 100 6"x 8" | 5" 3" 85 125 165 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION EASTERN FEDERAL LANDS HIGHWAY DIVISION U.S. CUSTOMARY DETAIL CONSTRUCTION TRAFFIC CONTROL SIGN MOUNTING DETAIL APPROVED FOR USE DETAIL NO SCALE APPROVED : MAY 2011 E63 5-0 1 PROJECT SHEET NO. VI-32 (9) T-4 VI DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING TRAFFIC MANAGEMENT GENERAL NOTES AND GUIDELINES STANDARD 635 VI-30(39) 19