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—— DESCRIPTION OF PROJECT: r PROJECT LENGTH > ROUTE 66: 1.78 MILES Q FUNCTIONAL cLass} ROUTE 66 MAJOR ARTERIAL ADTieeccsescessscesees 9,760 979 50/50 55 LEGEND WV WATER VALVE WM WATER METER WL WATER LINE pos HYDRANT TW POWER POLE a LIGHT POLE FENCE LINE BARBED WIRE LINE GUARDRAIL BOUNDRY EXISTING TREE NEW SIGN —riBeR— UNDERGROUND TELEPHONE LINE —#1ee— UNDERGROUND ELECTRICAL LINE —teE— UNDERGROUND TELEPHONE LINE (©) UNDERGROUND WASTE LINE © = UNDERGROUND ELECTRICAL LINE MANHOLE © UNDERGROUND VINGN DATA LINE MANHOLE INDEX TO SHEETS (©) UNDERGROUND COMMUNICATION LINE MANHOLE DESCRIPTION [EXISTING DRAINAGE INLET TITLE SHEET EXISTING CURB DRAINAGE INLET GENERAL LOCATION MA DEPARTMENT OF PUBLIC WORKS SUMMARY OF QUANTITIES PAVEMENT MILLING AND PAVING GENERAL NOTES OFFICE OF HIGHWAY ENGINEERING ? 7 TYPICAL CROSS SECTIONS WY, ROADWAY RECONSTRUCTION 6002 ESTATE ANNA'S HOPE PLAN MELVIN EVANS (PHASE |V) ST. CROIX, USVI ==] PAVEMENT MILLING ADDITIONAL DEPTH STRIPING AND TRAFFIC VIDEO DETECTION SYSTEM GROUTED RIPRAP CLASS ! THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJ PAVEMENT REHABILITATION, RESTORATION, RESURFACING, DRAINAGE RESTORATION, GUARDRAIL, VIDEO DETECTION AND OTHER MISCELLANEOUS WORK O eS EXISTING SIGN OND B ISLAND OF ST. CROIX =p MELVIN EVANS HIGHWAY PAVEMENT REHABILITATION PROJECT NO. VI-O066(015) ROUTE 66 (SEGMENT IV) PROJECT LOCATION ROUTE 66 WEST AIR TO IDC BUCK ISLAND SALT RIVER BAY STJOHN EAST END BAY PRIVATEER BAY FONT STTHOMAS ST CROIX NOT TO SCALE STANDARD DETAILS TEMPORARY TRAFFIC CONTROL Approved: Gustav James, P.E. Date Commissioner Designee: Department of Public Works b ANAAAAAAAAANANAAAAAAAANANANAAAANANAARARANANAANANARANAASASASANANARSASASASSRD ECTS FP—14. DESIGNED BY: SECTION W (CONSTRUCTION PLANS) ATTACHMENT 1 OFFICE OF HIGHWAY ENGINEERING A ee i) ——————— es) f oe ray Wo = % “at oo ‘ ? ao yy xe © an ROUTE 66 MELVIN EVANS HIGH io vi- ~0068(015) A2 “s oe OnE fib a! ‘i ee vie. Fs } as wig ] t= ee ff, a ey Agi he tae a; Ce mes set es > - aa Fd \3 Ge “ Cis a>. = ee ran) <r &. ane = oN A oF ee Pa ¥ PZ VR | ee yf, Em | “A jess AL. Us: a SZ. >= 4¥ ° es is aoe <. a, ia 2, Ra CE va) ge 2 ~ on ae a 2G * - = i% Ns i3P ha es sn oe ¥% ~~ ots et a San » Fi wi > oe Ms Biv: a er \ aa i ase ts e Yi ot am rs Viv ee eel 25 i (2 = ah Se sap VY yee << pies =S t & wy bs —— =-—_— —_—— poe — aati em t Fone ap Pe vAN << > Se oA Ni ‘3 Ge —— ==! SN I” Be Ma a le PAS — —)e “4 see te” oN i FS = \ 2 ‘s we > Bibs a— “ae ee: ee A te. ae) Fu qe Ry ia A sy a, AY ae iy F — a. oO Hee i a Ah & alot » wa 3 es —_ 2. In eN oh (rs .\" 90 WO aot ee Poros SAS avy 4 coms, NS RL CTION: Ps &s* 55 =f a \8 A ¢) tz s By eee a. % ae 6+35 t eS oo *) A eat e ae === ooo —— ee ee 2 po ae = pees O wi tle ——__—— she vA & vi thee ay as oie a = ias ar rie : ett ——— ae pa ATLANTIC OCEAN At «fe » ~ tor ny rate Claremont Sathver MD aa Hams Bay Canebay oar Sf toner, Bebrys Jewell ors af — Prosperity Canaan Tha Succances = Gott Course Crden Tepgues *Kraght ae ¥J eat = _— Butler Boy Anna Fountain vee =a Sobtude Stab 7 ie ee wo — Cheistia agen Catharines “iA a i 2a SS | tf. | == — ya Waiiam Herd Labour, & Cotnity, Club Catambuta Golf en £ Butzberg A mi a ts 72 + a Bevsten H® Comentment Recovery Hl Catton Madame tty, ans sa 25 re Pe Ld St Croix Bugbyhole Ryen Grove by Pi 72 “y — a a Cttton Hal Catleaes Ss inte a ef Proft a Rest & ond Bay, 9 Fredenksted Whee! of Blessmy \ Vi) _* PL. — Brothers Two Fortune ta Vent Gramond \\, Wop 4 er Whim Carton Canogatden Ketutah SHE a Camponca Sheer ae rR wr aid wWeeatend Semperd Gacd Hope $. At de 5 iRR BEES andy Pont CARI | BBE AN SEA Mar. Ca ribe PENS 3 tk ye! Ave ys vee o> eau os : 45.6 Ata ——— ar 4 | —_ ——— —_ r _ ee ee =r ARTS re ie, ee! ff eh +4 oS /, = \ ——=x / \\ tt es 144 ‘ wn a DEPARTMENT OF PUBLIC WORKS @ aS 5 NR ” a OFFICE OF HIGHWAY ENGINEERING ay Tet dey ues ? = ge és Scant MELVIN EVANS HIGHWAY a 4 tt) “| Ao eal BS > ¥ Zz wet sh? rial ey *% \ S. « a — a i <> GENERAL LOCATION Je ey we yar \e we bt a: matt ee ae ne AS m4 REG TER PROJECT SHEET TOTAL NO. SHEETS SE VI VI-0066(015) B1 54 7/31/2017 ROUTE & LOCATION RT66 ITEM NO. DESCRIPTION UNIT MEH TOTAL ITEM NO. DESCRIPTION UNIT TOTAL 15101-0000 Mobilization LS 1 1 61701-1360 Guardrail - Guardrail System G4,Type II, Class B/Button Rflc.(Double LF 450 15201-0000 Construction Survey & Stakeout LS 1 1 61702-0600 Guardrail - Terminal Section, Type Flared EA 7 15401-0000 Contractor Sampling and Testing LS 1 1 61702-0800 Guardrail - Terminal Section, Type Tangent EA 8 15705-0100 Soil Erosion Control - Silt Fence Protection LF 700 700 61703-2000 Guardrail - Terminal Section, Rounded End EA 4 15706-0100 Soil Erosion Control - Straw Bale EA 25 25 61711-0000 Guardrail - Terminal Section, Type Median Impact Attenuater EA 2 15706-1200 Soil Erosion Control - Temporary Inlet Protection Type B EA 3 3 63404-1200 Permanent Traffic Control - Sign Aluminum Panels, Type IX Sheeting SF 370 15706-1500 Soil Erosion Control - Temporary Inlet Protection Type E EA 12 12 63316-1000 Permanent Traffic Control - Sign Remove and Reset EA 4 15901-0000 On The Job Training LS 1 1 63401-1500 Permanent Pavement Markings - Thermoplastic, Type H(4" White) LF 39,230 20220-1000 Removal of Tree EA 1 1 63401-1510 Permanent Pavement Markings - Thermoplastic, Type H(4" Yellow) LF 19,600 20301-1200 Removal of Structure - Removal of Headwall and Basin EA 3 3 63401-1520 Permanent Pavement Markings - Thermoplastic, Type H(24" White) LF 275 20302-1200 Removal of Structure - Removal of Guardrail LF 21,150 21,150 63405-2900 Permanent Pavement Markings - Thermoplastic, Type H(Arrow/Only) SF 684 20401-0000 Excavation and Embankment - Roadway and Slope Excavation CY 950 950 63406-0200 Permanent Pavement Markings - Rasied Pavement Markers EA 1,400 20425-2000 Excavation and Embankment - Furrow Ditch LF 130 130 63501-0000 Temporary Traffic Control - Traffic Control Management LS 1 25101-0200 RipRap - Grouted Rip Rap, Class I CY 20 20 63502-0500 Temporary Traffic Control - Barricade, Type II, Retroreflective Type IV EA 4 30101-1000 Untreated Aggregate Courses, Aggregate Subbase Grading "C" (12" SY 1,200 1,200 63502-0600 Temporary Traffic Control - Barricade, Type III, Retroreflective Type IV EA 8 30301-3000 Road Reconditioning - Median, Shoulder and Ditch Reconditioning STA 94 94 63502-1000 Temporary Traffic Control - Cone, (36" Height), Retroreflective Type IV EA 50 40301-0100 Warm Asphalt Concrete Pavement, Type 1,Grading-"E", Antistrip (2¼ TON 7,650 7,650 63502-1300 Temporary Traffic Control - Drums, Retroreflective Type IV Sheeting EA 120 40301-0110 Warm Asphalt Concrete Pavement, Type 1,Grading-"C" (Base) TON 2,625 2,625 63502-1500 Temporary Traffic Control - Warning Light Type "A" EA 40 41101-1000 Prime Coat, Grade RS-1 Method 1 SY 1,200 1,200 63504-1000 Temporary Traffic Control - Construction Signs, Retroreflective Type IV SF 945 41202-0000 Tack Coat, Grade RS-1 GAL 13,500 13,500 63602-6000 System Installation - Video Camera Traffic Detection System with Cab EA 4 41301-0600 Asphalt Paving Milling (2¼" to 3¼" Depth) SY 60,500 60,500 41801-2000 Asphalt Pavement Patching - Partial Depth Patch Type 2 SY 200 200 41801-3000 Asphalt Pavement Patching - Surface Patch Type 3 SY 400 400 60202-0400 Culverts and Drains - 30" X 19" Reinforced Concrete Pipe (Elliptical) LF 20 20 60201-0800 Culverts and Drains - 24" Reinforced Concrete Pipe, Class-III LF 8 8 60210-0800 Culverts and Drains - 24" Reinforced Concrete Pipe End Section, Cla EA 2 2 60403-1400 Manholes, Inlets and Catch Basins - Inlet Type 5B w/5'x5' Metal Fram EA 1 1 60405-0000 Manholes, Inlets and Catch Basins - Adjust Manhole Cover EA 1 1 60707-0500 Cleaning, Reconditioning and Repairing Existing Drainage Structure LF 600 600 60815-0400 Recondition Concrete Paved Waterway Type IV SY 250 250 61701-1350 Guardrail - Guardrail System G4,Type II, Class B/Button Rflc. LF 20,500 20,500 SEE GENERAL NOTES WHICH APPLY TO THESE ITEMS ON SHEET B-2 DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY SUMMARY OF PAY QUANTITIES MELVIN EVANS HIGHWAY PAVEMENT PRESERVATION (SEGMENT IV) ROUTE & LOCATION RT66 MEH 450 7 8 4 2 370 4 39,230 19,600 275 684 1,400 1 4 8 50 120 40 945 4 PROJECT ROUTE 66 MELVIN EVANS HIGHWAY (PHASE IV) yet ALL TEMPORARY TRAFFIC CONTROL FUNCTIONS SUCH AS TRAFFIC CONTROL PLAN, MAINTAINING, RELOCATING, FLAGGING AND MOVING TEMPORARY TRAFFIC CONTROL DEVICES AS PER THE MUTCD FOR THE CONTROL AND PROTECTION OF THE PUBLIC TRAFFIC THROUGH THE PROJECT AREAS WILL BE INCLUDED IN 63501-0000 ITEM. THE CONTRACTOR SHALL SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN FOR APPROVAL PRIOR TO PERFORMING WORK. WHENEVER THE TRAFFIC CONTROL PLAN REQUIRES DETOURING OF TRAFFIC, THE TRAFFIC DETOUR PLAN SHALL NOT BE IMPLEMENTED DURING PEAK TRAFFIC HOURS. PEAK TRAFFIC HOURS ARE BETWEEN 7:00AM TO 9:00AM AND BETWEEN 3:00PM TO 6:00PM. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND WORKING WITH ALL UTILITY COMPANIES IN LOCATING AND THE RELOCATION OF ANY UTILITY LINES AND STRUCTURES ON THIS PROJECT ACCORDING TO PARAGRAPH 28 OF THE GENERAL PROVISIONS. ALL UNDERGROUND LINES MUST BE LOCATED PRIOR TO EXCAVATION. ITEM 41801 ASPHALT PATCHING FOR SHOULDERS SHALL BE IDENTIFIED BY THE CO IN THE FIELD. REMOVAL AND DISPOSAL OF ASPHALT AND DEBRIS WILL BE INCLUSIVE IN THIS ITEM. THE CONTRACTOR SHALL PERFORM COMPACTION TESTS WITH A NUCLEAR GAUGE ON A DAILY BASIS WHEN COMPACTION OF MATERIAL IS IN PROGRESS. A MINIMUM OF ONE COMPACTION TEST MUST BE PERFORMED PER LIFT AND ALL TESTS RESULTS SHALL BE SUBMITTED TO DPW FOR REVIEW AND APPROVAL. THE CONTRACTOR MUST ACHIEVE 95% DENSITY PRIOR TO PLACING ANY ADDITIONAL LIFTS. THE DPW SHALL BE NOTIFIED AT LEAST 24 HOURS IN ADVANCE OF CONCRETE POURS. TESTING OF THE CONCRETE SHALL CONFORM TO FP—14 SPECIFICATIONS. THIS PROJECT REQUIRES WARM MIX ASPHALT CONCRETE PAVEMENT TO BE USED USED FOR ITEMS 40301-0100 AND 40301-0110. THE CONTRACTOR WILL BE REQUIRED TO PRODUCE, PLACE, AND COMPACT ASPHALT PAVEMENT BETWEEN 30° TO 120° LOWER THAN HOT MIX ASPHALT PAVEMENT. GUARDRAIL FOR THIS PROJECT WILL BE W-BEAM TYPE Il, CLASS B. THE COST FOR PLACING LONGER POSTS WHERE REQUIRED WILL BE INCLUDED IN ITEM 61701. EXISTING GUARDRAIL THAT IS REMOVED AND NOT DAMAGED FROM THIS PROJECT SHALL BE DELIVERED TO THE DPW STOCKYARD INCLUDING POSTS, SPACERS, NUTS AND BOLTS. ALL DAMAGED AND UNREUSABLE GUARDRAIL SHALL BE DISPOSED OF AT THE ANGUILLA LANDFILL. THE GUARDRAIL SHALL BE REMOVED WITH CARE AND NEATLY STOCK PILED AT THE DPW STOCKYARD. THE CONTRACTOR SHALL DELIVER MILLED MATERIAL TO THE DPW STOCKYARD. THE CONTRACTOR SHALL VERIFY ALL WORK LIMITS IN THE FIELD WITH THE CO PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITIES. ROADWAY RECONDITIONING FOR THIS PROJECT SHALL INCLUDE TREE TRIMMING AND BRUSH REMOVAL, ASPHALT SHOULDER GRADING AND RECONDITIONING, GRADING SHOULDERS TO DRAIN, CLEARING DITCHES, CLEARING DEBRIS FROM WATERWAYS, MEDIAN GRADING AND RECONDITIONING, REPLACING GRAVEL BETWEEN GUARD RAILING WHERE REQUIRED, AND REPAIR OF THE MEDIAN CURB WHERE DAMAGED. THIS PROJECT REQUIRES THAT SAFETY EDGE BE USED FOR ITEM 40301-0100. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY GENERAL NOTES ITEM 15706-0100 STRAW BALES USED FOR EROSION CONTROLS SHALL BE 60” IN LENGTH BY 24” WIDTH AND 24” IN HEIGHT. PROJECT VI-0066(015) EXISTING ROADWAY ASPHALT AVERAGE DEPTH 7” TO 10”. —— > 4” WHITE DASHED LANE LINE. r>————— YELLOW RAISED PAVEMENT MARKER. EXISTING ROADWAY AGGREGATE BASE 8”.— -———— 4” YELLOW DIVIDER LINE. WHITE RAISED MARKER. 4” WHITE EDGE LINE. -—————— MILL ROADWAY AT 2%” TO 3%” DEPTH. -—————— MILL ROADWAY AT 2%” TO 3%” DEPTH. ROAD RECONDITIONING, REPAIR DAMAGED — TACK COAT, GRADE Ed TACK COAT, GRADE ed SECTIONS OF BITUMINOUS SHOULDER. 2%” DEPTH OF WACP, CLASS—A, GRADING—E(SURFACE COURSE). 2%” DEPTH OF WACP, CLASS—A, GRADING-E TYPE 1 (SURFACE COURSE). RECONDITION MEDIAN. -—— 4” WHITE DASHED LANE LINE. _ ROAD RECONDITIONING, GRADE — aoe ON OES TO DR RNS EARTH SHOULDER TO DRAIN. B ROAD RECONDITIONING, REPAIR DAMAGED — SECTIONS OF BITUMINOUS SHOULDER. 4” WHITE EDGE LINE. WHITE RAISED MARKER. INSTALL GUARDRAIL. INSTALL GUARDRAIL. Saas L BASE LINE : _—_ J 4 6 TO 8 8 12’ 13.00° 5.5’ 5 2.5° 5.5’ 13.00° 12’ 8 6 TO 8 I SHOULDER l ASPHALT SHOULDER | EXISTING LANE EXISTING LANE MEDIAN MEDIAN ! EXISTING LANE EXISTING LANE | ASPHALT SHOULDER ! SHOULDER VARIES VARIES EXISTING 100’ ROW oO) ROUTE 66 TYPICAL SECTION ROADWAY MILLING AND OVERLAY STA. 04+15 TO 12+40///25+90 TO 38+16///59+30 TO 63+60 DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY TYPICAL CROSS SECTION ROUTE 66 NOT TO SCALE PROJECT VI-0066(015) EXISTING ROADWAY ASPHALT AVERAGE DEPTH 7” TO 10”. >———— 4” WHITE DASHED LANE LINE. [———— YELLOW RAISED PAVEMENT MARKER. EXISTING ROADWAY AGGREGATE BASE 8”.— -————— 4”. YELLOW DIVIDER LINE. WHITE RAISED MARKER. 4” WHITE EDGE LINE. -—————— MILL ROADWAY AT 2%” TO 3%” DEPTH. -———— MILL ROADWAY AT 2%” TO 3%” DEPTH. ROAD RECONDITIONING, REPAIR DAMAGED — TACK COAT, GRADE Paes 4 TACK COAT, GRADE ae 4 SECTIONS OF BITUMINOUS SHOULDER. 2%” DEPTH OF WACP, CLASS—A, GRADING—E(SURFACE COURSE). 2%” DEPTH OF WACP, CLASS—A, GRADING—-E TYPE 1 (SURFACE COURSE). ROAD RECONDITIONING, GRADE — RECONDITION MEDIAN. -—— 4” WHITE DASHED LANE LINE. EARTH SHOULDER TO DRAIN. B ROAD RECONDITIONING, GRADE — INSTALL GUARDRAIL. EARTH SHOULDER TO DRAIN. 4” WHITE EDGE LINE. WHITE RAISED MARKER. INSTALL GUARDRAIL. INSTALL GUARDRAIL 29 L MATCH EXISTING SLOPE _L—- MATCH EXISTING SLOPE ee a SUPE BASE LINE 12° 13.00 5.5 5° 5° 55° : 8 SHOULDER! ASPHALT SHOULDER ! EXISTING LANE ! EXISTING LANE MEDIAN MEDIAN ! EXISTING LANE EXISTING LANE ' EXISTING SHOULDER ! SHOULDER | (2) ROUTE 66 TYPICAL SECTION ROADWAY MILLING AND OVERLAY STA. 12+40 TO 25+90///38+16+39+40///40+40 TO 53+04///91+61 TO 96+50 DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY TYPICAL CROSS SECTION NOT TO SCALE ROUTE 66 PROJECT VI-0066(015) EXCAVATE ROADWAY 20” DEPTH OR AS DIRECTED BY THE CO. -—————— YELLOW RAISED PAVEMENT MARKER. PLACE 12” DEPTH AGGREGATE SUBBASE GRADING-C (COMPACT IN 6”LIFTS). 4” YELLOW DIVIDER LINE. PRIME COAT, GRADE RS-1. ( , 6” DEPTH OF WACP, CLASS—A, GRADING-B(BASE COURSE) IN 2-3” LIFTS. FTE RAED MARKER -—— TACK COAT, GRADE RS-1. -—— 2%” DEPTH OF WACP, CLASS—A, GRADING—-E TYPE 1 (SURFACE COURSE). -————— MILL ROADWAY AT 2%”—=] To 31%” EE] DEPTH. ROAD RECONDITIONING, REPAIR DAMAGED — » TACK COAT, GRADE RS=T. SECTIONS OF BITUMINOUS SHOULDER. 4° WHITE DASHED LANE LINE. 2%” DEPTH OF WACP, CLASS—A, GRADING-E TYPE 1 (SURFACE COURSE). RECONDITION MEDIAN. r—— 4” WHITE DASHED LANE LINE. ROAD RECONDITIONING, GRADE — ROAD RECONDITIONING, GRADE — EARTH SHOULDER TO DRAIN. EARTH SHOULDER TO DRAIN. ROAD RECONDITIONING, REPAIR DAMAGED — SECTIONS OF BITUMINOUS SHOULDER. 4” WHITE EDGE LINE. WHITE RAISED MARKER. INSTALL GUARDRAIL. INSTALL GUARDRAIL, —2%, BASE LINE : _—_ J 4 6 TO 8 8 12’ 13.00° 5.5’ 5 5 5 13.00° 12’ 8 6 TO 8 I SHOULDER l ASPHALT SHOULDER | EXISTING LANE EXISTING LANE MEDIAN EXISTING LANE EXISTING LANE | ASPHALT SHOULDER ! SHOULDER VARIES VARIES EXISTING 100’ ROW (3) ROUTE 66 TYPICAL SECTION ROADWAY RECONSTRUCTION STA. 39+40 TO 40+40///63+60 TO 65+31/66+80 TO 66+95 DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY TYPICAL CROSS SECTION NOT TO SCALE ROUTE 66 EXISTING ROADWAY ASPHALT AVGERAGE DEPTH 7” TO 10”.——\ EXISTING ROADWAY AGGREGATE BASE 8”. WHITE RAISED MARKER. 4” WHITE EDGE LINE. ROAD RECONDITIONING, REPAIR DAMAGED — SECTIONS OF BITUMINOUS SHOULDER. ROAD RECONDITIONING, GRADE — EARTH SHOULDER TO DRAIN. INSTALL GUARDRAIL. 4 3’ 4” WHITE DASHED LANE LINE. MILL ROADWAY AT 2%”[=] TO 3%” TACK COAT, GRADE RS-7. 2%” DEPTH OF WACP, CLASS—A, GRADING-E (SURFACE COURSE). RECONDITION MEDIAN. INSTALL GUARDRAIL. INSTALL GUARDRAIL, PROJECT VI-0066(015) YELLOW RAISED PAVEMENT MARKER. 4” YELLOW DIVIDER LINE. INSTALL GUARDRAIL. DEPTH. -—————— MILL ROADWAY AT 2%” [2] TO 3%” E=] DEPTH. TACK COAT, GRADE RS-T. 2%” DEPTH OF WACP, CLASS—A, GRADING-E TYPE 1 (SURFACE COURSE). -—— 4” WHITE DASHED LANE LINE. ROAD RECONDITIONING, GRADE — EARTH SHOULDER TO DRAIN. ROAD RECONDITIONING, REPAIR DAMAGED — SECTIONS OF BITUMINOUS SHOULDER. 4” WHITE EDGE LINE. WHITE RAISED MARKER. 12’ 13.00° 5.5 | | | | BASE LINE 5.5” 13.00° 12’ 8’ 4 "SHOULDER! ASPHALT SHOULDER EXISTING LANE EXISTING LANE MEDIAN VARIES MEDIAN EXISTING LANE EXISTING LANE | ASPHALT SHOULDER | SHOULDER VARIES NOT TO SCALE EXISTING 100’ ROW ROUTE 66 TYPICAL SECTION ROADWAY MILLING AND OVERLAY STA. 53+04 TO 59+30 DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY TYPICAL CROSS SECTION ROUTE 66 PROJECT VI-0066(015) EXISTING ROADWAY ASPHALT AVGERAGE DEPTH 7” TO 10”.—— > 4” WHITE DASHED LANE LINE. r———— YELLOW RAISED PAVEMENT MARKER. EXISTING ROADWAY AGGREGATE BASE 8”. r-————— 4” YELLOW DIVIDER LINE. WHITE RAISED MARKER. 4” WHITE EDGE LINE. ye - MILL ROADWAY AT 2%" [=] TO 3%” E=] DEPTH. ROAD RECONDITIONING, REPAIR DAMAGED — -———— _ MILL ROADWAY AT 2%”[2) TO 3% DEPTH. TACK COAT, GRADE RS-T. -———— TACK COAT, GRADE RS-T. 2%” DEPTH OF WACP, CLASS-A, GRADING-E TYPE 1 (SURFACE COURSE). SECTIONS OF BITUMINOUS SHOULDER. 2%" DEPTH OF WACP, CLASS—A, GRADING-E(SURFACE COURSE). 4” WHITE DASHED LANE LINE. ROAD RECONDITIONING, CLEAN — RECONDITION MEDIAN. ROAD RECONDITIONING, GRADE — WATERWAY OF ALL DEBRIS. EARTH SHOULDER TO DRAIN. ROAD RECONDITIONING, REPAIR DAMAGED — SECTIONS OF BITUMINOUS SHOULDER. 4” WHITE EDGE LINE. WHITE RAISED MARKER. INSTALL GUARDRAIL. INSTALL GUARDRAIL. BASE LINE 4 70 6 8 12’ 13.00° 5.5’ 5 5 5.5’ 13.00° 12’ 8 6 TO 8 EXISTING T ASPHALT SHOULDER | EXISTING LANE EXISTING LANE I MEDIAN MEDIAN EXISTING LANE EXISTING LANE | ASPHALT SHOULDER ! SHOULDER WATERWAY CONCRETE VARIES VARIES EXISTING 100’ ROW (5) ROUTE 66 TYPICAL SECTION ROADWAY MILLING AND OVERLAY STA. 65+31 TO 91+61///66+95 TO 86+71 DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY TYPICAL CROSS SECTION NOT TO SCALE ROUTE 66 PROJECT VI-0066(015) EXISTING ROADWAY ASPHALT AVGERAGE DEPTH 7” TO 10”—— > 4” WHITE DASHED LANE LINE. r>———— YELLOW RAISED PAVEMENT MARKER. EXISTING ROADWAY AGGREGATE BASE 8” r-————— 4” YELLOW DIVIDER LINE. WHITE RAISED MARKER. 4” WHITE EDGE LINE. 1 1 1 1 -——————. MILL ROADWAY AT 2%”[==] TO 3%” E=] DEPTH. -——————- MILL ROADWAY AT 2%” [==] TO 3%” =] DEPTH. ROAD RECONDITIONING, REPAIR DAMAGED — -————- TACK COAT, GRADE pat 4 TACK COAT, GRADE oes 4 SECTIONS OF BITUMINOUS SHOULDER. 2%” DEPTH OF WACP, CLASS—A, GRADING—E(SURFACE COURSE) [———— 2%” DEPTH OF WACP, CLASS—A, GRADING-E TYPE 1 (SURFACE COURSE). ROAD RECONDITIONING, CLEAN — RECONDITION MEDIAN. r—— 4” WHITE DASHED LANE LINE. WATERWAY OF ALL DEBRIS. ROAD RECONDITIONING, GRADE — B EARTH SHOULDER TO DRAIN. ROAD RECONDITIONING, REPAIR DAMAGED — SECTIONS OF BITUMINOUS SHOULDER. 4” WHITE EDGE LINE. WHITE RAISED MARKER. INSTALL GUARDRAIL. INSTALL GUARDRAIL. | | | | BASE LINE 4 70 6 8 12’ 13.00° 5.5’ . . 5.5’ 13.00° 12’ 8 6 TO 8 EXISTING T ASPHALT SHOULDER | EXISTING LANE EXISTING LANE MEDIAN MEDIAN EXISTING LANE EXISTING LANE | ASPHALT SHOULDER ! SHOULDER WATERWAY CONCRETE VARIES VARIES EXISTING 100’ ROW ROUTE 66 TYPICAL SECTION ROADWAY MILLING AND OVERLAY STA. 86+71 TO 91+61 DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY TYPICAL CROSS SECTION ROUTE 66 NOT TO SCALE REG |} TER PROJECT SHEET | TOTAL NO. |SHEETS SE vl VI-0066(015) C7 54 SHOULDER MILL OR EXCAVATE 7” DEPTH. PLACE HOT MIX ASPHALT CONCRETE 2” THICK COMPACT AGGREGATE BASE GRADING ”C” 5” DEPTH DISTRESSED AREA 2% ~ ae os nn 747, —---- —_---—-- | Dee foo To a oe rT 4 <—— LH OO -_---- Edge of Pavement ‘\ awcut Line / Lz a DISTRESSED AREA (7) ROUTE 66 TYPICAL SHOULDER PARTIAL PAVEMENT PATCH TYPE II (41801-2000) Pe) rae A Bs SHOULDER MILL OR EXCAVATE 2” DEPTH. Ze ae COMPACT AND STABILIZE EXISTING BASE. PLACE HOT MIX ASPHALT CONCRETE 2” THICK. : ZL) ane ee l rT VLLLL Td | oe rr TTT 4 Doe OOO ROUTE 66 TYPICAL SHOULDER PAVEMENT PATCH TYPE Ill (41801-3000) DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY TYPICAL CROSS SECTION ROUTE 66 NOT TO SCALE fo) REG | TER PROJECT SHEET | TOTAL NO. |SHEETS SE Vi | Vi-0066(015) D1 54 e) BEGIN PROJECT REMOVE /REPLACE NEW RERMANENT SIGN. AT STA 04+10 / ao ILL ASPHALT PAVEMNT 314” DEPTH. Se CONCRETE PAVEMENT CLASS ”A” GRADWG "C”, TYPE | (1” DEPTH). () [e) [e) fe) fe) ce) 2 \ ra _ [- ——— 1k — TN TE - Ee gy SESE Sa gn oe Ao ee o oT OT o o hd yo < 2 kal = = f= as a al a = ry [_o ry o r—* Joe oT To ow Ley oO o oT v T 2 a rt To rn rt ol oO. 2. fa el C Cc Pr SSS ee —— TX SRRSRRNNUSNAS i“ | Cp 7 — — X o Oo = = RAS AS SASS SON SS SS CEN RGR \ SS \ oS “Fos r=) =) o ANAS ASN AN — ee LSS AS AS ASA en be 4 WEAN SANA = JJ. 18 , SAS AS AS - Z | | - SS — Z Z 4 — Xe BEGIN INSTALL NEW GUARDRAIL SYSTEM G—4 TYPE Il CLASS B WITH REFLECTORS. REMOVE /REPLACE NEW PERMANENT SIGN. BEGIN ROADWAY RECONDITIONING MEDIAN AND SHOULDERS. BEGIN WARM ASPHALT CONCRETE PAVEMENT(214” SURFACE COURSE), CLASS "A” ,GRADING "E”, TYPE |, WITH ANTISTRIP ADDITIVE. BEGIN TACK COAT, GRADING RS-1. fe) BEGIN ASPHALT MILLING 2%” TO 314” DEPTH. BEGIN THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. BEGIN THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING 50 0 25 50 “ MELVIN EVANS HIGHWAY (IN FEET ) PLAN 1 inch 50 ft. STA 04415 TO 08+00 REG | TER PROJECT SHEET | TOTAL NO. |SHEETS| SE Vi | Vi-0066(015) D2 54 REMOVE EXISTING GUARDRAIL. INSTALL TERMINAL SECTION, TYPE TANGENT INSTALL NEW GUARDRAIL SYSTEM G—4 TYPE Il CLASS B WITH REFLECTORS. MILL ASPHALT PAVEMNT 3%” DEPTH. WARM ASPHALT CONCRETE PAVEMENT CLASS ”A” GRADING "C”, TYPE | (1” DEPTH). REMOVE EXISTING GUARDRAIL. INSTALL TERMINAL SECTION, TYPE FLARED \ Ae 2 roy o rt ry o. o. o o = <r . “X ‘\ a a ae aN a Cre Ore Ce Oe Oe Oe Oe e aN AN __ et af DOSS SSA AERA AR IRR OX ASA A A a SS WSN [ ct PRX Sinise jc ME bea Oe —— [=~ m o Pp o o ee o’N ° hi kd — = _ =F at = ol a. 2 + To 4 2. a 2. NX g. an ry rt a o | o o_o ry 2. O. wo Mm Cc a i ° \ + ort UC Xt X YS X* ‘ X* XN ne YY XY YL RH MAS ASA AN AYO EE EAM. RY AAMAS gE EEA EEA VASES : / \ 3 hed © a J+t-:° — o o o o o o o o v v o o ° Ny coe WN? [e) fe) fo) O »~ [e) [e) [e) [e) [e) [e) REMOVE EXISTING GUARDRAIL. INSTALL NEW GUARDRAIL SYSTEM G—4 TYPE Il CLASS B WITH REFLECTORS. PLACE INLET PROTECTION ROADWAY RECONDTIONING MEDIAN AND SHOULDERS. WARM_ ASPHALT CONCRETE _PAVEMENT(214” SURFACE COURSE), CLASS ”A” ,GRADING "E”, TYPE |, WITH ANTISTRIP ADDITIVE. TACK COAT, GRADING RS—1. ASPHALT PAVEMENT MILLING 214” DEPTH. THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY PLAN STA 08+00 TO 15+50 SHEET | TOTAL REG TER PROJECT NO. SHEETS SE Vl D3 54 VI-0066(015) REMOVE /REPLACE NEW PERMANENT SIGN. MILL_ASPHALT PAVEMNT 3%” DEPTH. WARM ASPHALT CONCRETE PAVEMENT CLASS ”A” GRADING "C”, TYPE-l_(1” DEP PLACE INLET PROTECTION TYPE E. ad —~ a REMOVE EXISTING GUARDRAIL. aay SSS LSS) = INSTALL NEW GUARDRAIL SYSTEM G—4 YQ TYPE Il CLASS B WITH REFLECTORS. pg \\ | \V\S == oy, \\ \\ Ss <a. \\ \\ \\ Ss ay; \\ \\ eS ex \\ \\ \ WAS °——__, WN SS PLACE INLET PROTECTION TYPE E. \\ SS \\ \\ \\ \\ “ © \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ws ~~ \\ \\ Q On \\ \s \\ \\ \\ wy \\ \\ ROADWAY RECONDITIONING MEDIAN AND SHOULDERS. \\ \\ \\ \\ WARM_ ASPHALT CONCRETE PAVEMENT(2%4” SURFACE COURSE), CLASS "A” ,GRADING "E”, TYPE |, WITH ANTISTRIP ADDITIVE. \\ TACK COAT, GRADING RS—1. \\ \\ ASPHALT PAVEMENT MILLING 214” DEPTH. \\ \\ VA THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. \\ THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. \\ \\ \\ A \\ \\ RQ SY SS \\ \\ SS REMOVE /REPLACE NEW PERMANENT SIGN. SS SS SS DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY PLAN STA 15450 TO 235+00 CLEAN AND RECONDITION DRAINAGE STRUCTURE. REMOVE EXISTING GUARDRAIL. INSTALL NEW GUARDRAIL SYSTEM G—4 TYPE Il CLASS B WITH\REFLIECTORS. (Ce im i [e) ITEM 63301(A) — REMOVE/REPLACE NEW PERMANENT SIGN. INSTALL MEDIAN IMPACT ATTENUATER. INSTALL NEW GUARDRAIL TERMINAL SECTION, FLARED TYPE. INSTALL NEW GUARDRAIL TERMINAL SECTION, TANGENT TYPE. INSTALL NEW |GUARDRAIL, TERMINAL SECTIDN, ROUNDED END. INSTALL NEW GUARDRAIL SYSTEM TYPE Il CLASS B WITH REFUECTORS CONSTRUCT CATCH BASIN WITH 5’X5’|METAL |FRAME AND GRATE. INSTALL 30X19” REINFORCED CONCRETE PIPE, CLASS IV. PLACE GROUTED RIP RAP CLASS I. STRAW BALES. FURROW DITCH. REMOVE /REPLACE NEW PERMANENT SIGN. ROADWAY RECONDITIONING MEDIAN AND SHOULDERS. WARM. ASPHALT CONCRETE PAVEMENT(2%4” SURFACE COURSE), CLASS ”A” ,GRADING "E”, TYPE |, WITH ANTISTRIP ADDITIVE. TACK COAT, GRADING RS—1. ASPHALT PAVEMENT MILLING 214” DEPTH. THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. TYPE Il CLASS B WITH REFLECTORS(DUAL RAIL). REMOVE /REPLACE NEW PERMANENT SIGN. INSTALL MEDIAN IMPACT ATTENUATER. INSTALL NEW GUARDRAIL TERMINAL SECTION, TANGENT TYPE ADJUST MANHOLE. REG | TER PROJECT srlge | veel NO. [SHEETS INSTALL NEW GUARDRAIL, TERMINAL SECTION, FLARED TYPE. PLACE INLET PROTECTION TYPE B. SE vi | vi-0066(015) D4 | 54 INSTALL NEW GUARDRAIL, TERMINAL SECTION, ROUNDED END. INSTALL NEW GUARDRAIL TERMINAL SECTION, TANGENT TYPE. MILL ASPHALT PAVEMNT 3%” DEPTH. WARM ASPHALT CONCRETE PAVEMENT CLASS A” GRADING "C”, TYPE | (1” DEPTH). REMOVE/REPLACE NEW PERMANHNT b _——— \ 4 ‘Sf Sa ee eee en» eee — + sy Cn E- INSTALL NEW GUARDRAIL SYSTEM G-4 DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY PLAN STA 24+00 TO 30+50 REG | TER PROJECT SHEET | TOTAL NO. |SHEETS SE VI | ViI-0066(015) D5 54 fe) ROADWAY RECONDITIONING MEDIAN AND SHOULDERS. WARM_ ASPHALT CONCRETE _PAVEMENT(214” SURFACE COURSE), REMOVE/REPLACE NEW PERMANENT SIGN. CLASS ”A” ,GRADING "E”, TYPE |, WITH ANTISTRIP ADDITIVE. ° TACK COAT, GRADING RS-1. ASPHALT PAVEMENT MILLING 2%” DEPTH. THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. SILT FENCE. o O O O EXCAVATE ROADWAY(20” DEPTH). o \ SE] PLACE AND COMPACT AGGREGATE GRADING ”C” SUBBASE(6” LIFTS). bf ] WARM ASPHALT CONCRETE -PAVEMENT-CLASS“AZ t { \ j__\ y ‘ GRADING —6- FREI : PRIME COAT, GRADING RS-1. \ S) © 9 N \ St ~~ ~~ a a ae — ~~~ ~~ ~_Ln~ ~~ WN ~~ mo Lo —~ ~~ A ~~ TE, . -. aw ; : Ww + wu) Gy yy. G4) Fs ¥ ° bard tb ax o rN Ul ON ~N Pm T 2 — ra ral ——) ra ra Co: a — ral ra —— re — mr.) r<7 ra) ral ray ra 5 to re im ra ra ry o> —o pt ra] re — a.) TY ra] D re 2 Dt re ra — a) ral rat oF re Pa o ° o =) =) | =) Ae __o pb : ~~ Te oS 7 c—z yeu , a 7 — BS ed RSA rn rrr re rr err re Te nw Ror nr tra aE Wty Ole POE tae Head tan eae . Of. = ~~ ~~ ~Ln~~ ~~ ~~ ~~ a ~~ ~~ ~~ ~~ ™~ ~~ ~~~ ™ ~~ ~~ ~~~ ~~ ~_™ ~~ ~~ ~~™ ~~ ~~~ ~~ LL ~~ ~~ ~rt~ ° \ [/ w + a oO ae) Ul REMOVE EXISTING GUARDRAIL. INSTALL NEW GUARDRAIL SYSTEM G—4 TYPE Il CLASS B WITH REFLECTORS. REMOVE/REPLACE NEW PERMANENT SIGN. e—*- . REMOVAL OF TREE. MILL ASPHALT PAVEMNT 3%” DEPTH. WARM ASPHALT CONCRETE PAVEMENT CLASS "A" GRADING "C”, TYPE | (1° DEPTH). REMOVE/REPLACE NEW PERMANENT SIGN. REMOVE /REPLACE NEW PERMANENT SIGN. REMOVE/REPLACE NEW PERMANENT SIGN. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY PLAN STA $04+50 TO 38+00 REG | TER PROJECT srlge | veel NO. |SHEETS (e) SE Vl VI-0066(015) D6 54 ROADWAY RECONDITIONG MEDIAN AND SHOULDERS. WARM_ ASPHALT CONCRETE PAVEMENT(24” SURFACE COURSE), fe) CLASS “A” ,GRADING “E”, TYPE |, WITH ANTISTRIP ADDITIVE. TACK COAT, GRADING RS-1. ASPHALT PAVEMENT MILLING 2%” DEPTH. THERMOPLASTIC PAVE! TEN ae INGS TD (PE A” WHITE ° ° ° Oe THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. S—: EXCAVATE ROADWAY(20” DEPTH). Pl AGE AND- COMPAGCGE AGGREGATE GRADING 2A” UBBASE(6” LINES): \ : \ GRADING ”C”, TYPE | 2 LIFTS). y” PRIME COAT, GRADING RS~1. MILL ASPHALT PAVEMNT 314” DEPTH. . © WARM ASPHALT CONCRETE PAVEMENT CLASS “A GRADING —"C*_TYPE1 (T DEP TR). ~~ \ eh \ =, SILT FENCE. on Rory mer) x | \ iw SS OOO SPSS oo D> = — ss ———— T har ee eed a a ee ean oo So OT s ro) ror 2 rl at —a ro = 7 ~ ~wTn~ me = Te oT : ci a Sea Sa Ser fe — oO ° . —— ~~ —— - REMOVE AND RESET PERMANENT SIGN. ° ie) 2) REMOVE EXISTING GUARDRAIL. INSTALL NEW GUARDRAIL SYSTEM G—4 TYPE Il CLASS B WITH REFLECTORS. PLACE INLET PROTECTION TYPE E. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY PLAN STA 38+00 TO 45+50 SHEET | TOTAL REG TER PROJECT NO. SHEETS SE Vl VI-0066(015) D7 54 ROADWAY RECONDITIONING MEDIAN AND SHOULDERS. WARM ASPHALT CONCRETE PAVEMENT(214” SURFACE COURSE), CLASS ”A” ,GRADING "E”, TYPE |, WITH ANTISTRIP ADDITIVE. MILL ASPHALT PAVEMNT %” ~DEPTH. TACK COAT, GRADING RS—1. WARM ASPHALT CONCRE ASPHALT PAVEMENT MILLING 2%” DEPTH. GRADING "C”, TYPE | (1” AVEMENT CLASS ”A” THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. HEDGE BARRIER aia ye eS >—<—<—— XX — xX — —————— . . _ —_ a rrr _ Be SO re | >L Vv Ta HK x er bee a \ _ soe Ft, a Be er rr i A , — oo i i 7 —_— — re an : —_~ —_- e re cn i 2 , rr cl a , VT av a ~ XI rn ai a —~—-~ ~~ KX —_— ~~ ~~ ~— rr i a a ‘ oi a ? Vv ~~~ , ~~ Wma eH —_— —+__ rl rl i ae — . . —~—~ ~~ et i i a ‘ i i a_i —~—~— ~ ate a —=n— Ti). CI fe, re rn nl i NT a as Lo (mcd - rr Ft, a FO —~~ ~ RCt Lo Lo Oy SO a an _ ae) =o 5 a yy C—O a - eT. Ce “4 Fe ___ > = a a >I —~ Hoe rn Qo ee a : hoe, _ FI 5 7 ad ~~ ~~ rh i a —~— ~ Hee BO oO an . yoo, ata : TT 3 ae 713 a : rr nl a4 JT A a | Ft, rn SO MOC 4 I I— ae Te ee, i rs ‘ rr i aa TY ~~ a ~~ Fe ee © + : i Row I — Foe rs ~~ — rn a ad il ee _ hot ee, TIN G18 rr SO Hoe ee 7—_~ —~ ai A —_~-— ‘ ad Cc ia Jv A Ft JA Oo cl il £). ~~ ~~ ~~” ~~ YH —_~ ~~ —~ —_— —+~ We ro ow a — Kes ons i cn ce cell ee ~~ NT a a —_~ ‘ rr ao © 0 o——__ ° —_—_————__ 0 —+"_—~_ 6 / te ——8 ee [>> PLACE INLET PROTECTION TYPE E. REMOVE EXISTING GUARDRAIL. INSTALL NEW GUARDRAI EM G-—4 REMOVE AND RESET PERMANENT SIGN. TYPE Il CLASS B-WAH REFLECTORS. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY PLAN STA 454+50 TO 52+50 REG | TER PROJECT SHIEST || Wort NO. |SHEETS| SE VI | VI-0066(015) D8 54 [e) MILL ASPHALT PAVEMNT 3%” DEPTH INSTALL NEW GUARDRAIL TERMINAL ; man SECTION, TANGENT TYPE WARM ASPHALT CONCRETE PAVEMENT CLASS “A GRADING ”"C”, TYPE | (1” DEPTH). INSTALL NEW GUARDRAIL SYSTEM G—4 TYPE Il CLASS B WITH REFLECTORS. fo) Oo INSTALL NEW GUARDRAIL, TERMINAL SECTION, FLARED TYPE. PLACE INLET PROTECTION TYPE E. | ROADWWAY RECONDITIONING MEDIAN AND \SHOULDERS. e\ WARM_ ASPHALT CONCRETE PAVEMENT(2%4’\ SURFACE COURSE), " CLASS “A” ,GRADING “E”, TYPE |, WITH ANTISTRIP ADDITIVE. vA TACK COAT, GRADING RS-1. ASPHALT PAVEMENT MILLING 2%” DEPTH. ie) THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. THERMOPLASTIC PAVEMENT MARKINGS TYPE 4” YELLOW. © ‘\ o ie) [e) fe) 2. 2. O, oO. fo! a 2 oO. = = 4 \ ° ° \y x _= LE 4 \ k-— —~ =~ TS : Sa ec a PSE TTT rm Rm He ES LL BO L aan nw eH a a > ST os 7 TTT rm rm He ES LT So, al —_—~~ ~~ Fo, — as anaes ee —+ TS mH TT a ee 2 pO — - eo. = or ~~ To Cs \ I Str er rR Taq - ~~ HY _ Vr w KH KY TTT KH KX lo) a a Oe <7 mh os | a a ae A =. imal Og — Ci bad _[-—— [5 ai] woo a C- sore 5 To o n N — © © | AS Ww 4 [(. SSS SS Pr > + —~2 f=) oO “ * a ° ot —o ro o ze zg a 3% SS nS a = ; ° Can Oo oy - oO. a a a a a a wT Ne One pM . + - 5 Ce —TH)....... 4 ~~ —_~ — = _ en (02) Ss ad 8) se nennanl eee aa ae PI as Z Se eS a a ee Q:....., o 7 o ak ao 7 7 = fi HUMP id = o REMOVE EXISTING GUARDRAIL. INSTALL NEW GUARDRAIL SYSTEM G—4 TYPE I! CLASS B WITH REFLECTORS. INSTALL NEW GUARDRAIL TERMINAL MILL ASPHALT PAVEMNT 3%” DEPTH. SECTION, TANGENT TYPE WARM ASPHALT CONCRETE PAVEMENT CLASS ”A” INSTALL NEW GUARDRAIL, TERMINAL GRADING ”"C”, TYPE | (1” DEPTH). SECTION, FLARED TYPE. INSTALL NEW GUARDRAIL SYSTEM G—4 TYPE Il CLASS B WITH REFLECTORS. —— CLEAN AND RECONDITION DRAINAGE STRUCTURE(200’). DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY PLAN STA 924+50 TO 60+00 REG | TER PROJECT SHEET | TOTAL No. |SHEETS| SE vi | vi-0066(015) po | 54 EXCAVATE ROADWAY(20” DEPTH). PLACE AND COMPACT AGGREGATE GRADING ”C” SUBBASE(6” LIFTS). WARM ASPHALT CONCRETE PAVEMENT CLASS”A”, GRADING ”C”(2 LIFTS). PRIME COAT, GRADING RS-1. PLACE INLET PROTECTION TYPE B. ROADWAY RECONDITIONING MEDIAN AND SHOULDERS. WARM. ASPHALT CONCRETE PAVEMENT(2%” SURFACE COURSE), CLASS "A” ,GRADING "E”, TYPE |, WITH ANTISTRIP ADDITIVE. TACK COAT, GRADING RS—1. ASPHALT PAVEMENT MILLING 2%” DEPTH. THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. SILT FENCE. CLEAN AND RECONDITION WATERWAY. xX x. x x x \ x x \ x \ / ‘ Ft aa ee , fp bya mae ~~ — SE —~— A>_ C7 — —. a (0G ~~~ ~~ _ ET ~—_—_~ ~~ al re Ceeeernee ee ~~ sre EA me Lg OO ~~ Ze, a — SS = — GvsA WO “K Zz I oO Lo z a 1 f o o TS 9) 9) z ra a a &—a———3 1 a — ————" ————— =——a TI a! a = 5 a oN, Mo TTT WS ae PR Da CC a errr 4 aad aan oN PES Se OSIII/7#G—AATTAOOOTOTOIOYOOOEEODIIIIJ((| a a = Os (is Sd IY ~~ ~~, | oo Dee, oO OO GE SS AMOS DLL LL IEEE LLL LLL AE ALK AAAD AAD AA AAA AA AALAND (3) x x CLEAN AND RECONDITION DRAINAGE STRUCTURE. INSTALL 24” REINFORCED CONCRETE PIPE END SECTION. REMOVE EXISTING GUARDRAIL. PLACE GROUTED RIP RAP CLASS Il. INSTALL NEW GUARDRAIL SYSTEM G—4 TYPE Il CLASS B WITH REFLECTORS. SILT FENCE. MILL ASPHALT PAVEMNT 3%” DEPTH. WARM ASPHALT CONCRETE PAVEMENT CLASS ”A” GRADING "C”, TYPE | (1” DEPTH). DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY PLAN STA 60+00 TO 6/7+50 G+29 V ROADWAY RECONDITIONING MEDIAN AND SHOULDERS. WARM_ ASPHALT CONCRETE PAVEMENT(2%4” SURFACE COURSE), CLASS ”A” ,GRADING "E”, TYPE |, WITH ANTISTRIP ADDITIVE. TACK COAT, GRADING RS—1. ASPHALT PAVEMENT MILLING 21%” DEPTH. THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. REMOVE EXISTING GUARDRAIL. INSTALL NEW GUARDRAIL SYSTEM G—4 TYPE Il CLASS B WITH REFLECTORS. PLACE INLET PROTECTION TYPE B. REG | TER PROJECT SHEET | TOTAL NO. |SHEETS SE Vi | Vi-0066(015) D10 54 CLEAN AND RECONDITION WATERWAY. MILL ASPHALT PAVEMNT 3%” DEPTH. WARM ASPHALT CONCRETE PAVEMENT CLASS A” GRADING "C”, TYPE | (1” DEPTH). ie, oonoooe —_~—_— = xX Fs ~~ —_— _— Frew ~H KH _ —~ nn ada eae == Po a S Te NG ee ee eee et ee Po rr Co So G) a, — Sn ee 9 ee ee ce © TT PLACE INLET PROTECTION TYPE E. CLEAN AND RECONDITION DRAINAGE STRUCTURE. INSTALL 24” REINFORCED CONCRETE PIPE (8’). INSTALL 24” REINFORCED CONCRETE PIPE END SECTION. PLACE STRAW BALES. PLACE GROUTED RIP RAP CLASS I. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY PLAN STA 674+50 TO /75+00 SHEET | TOTAL REG TER PROJECT NO. SHEETS SE Vl VI-0066(015) Di1 54 (98) ae CLEAN AND RECONDITION WATERWAY. is SP i 3 ‘oe ROADWAY RECONDITIONING MEDIAN AND SHOULDERS. 8) cE cE WARM_ ASPHALT CONCRETE _PAVEMENT(2%4” SURFACE COURSE), CLASS ”A” ,GRADING "E”, TYPE |, WITH ANTISTRIP ADDITIVE. cE EP eS TACK COAT, GRADING RS-1. KE SS ASPHALT PAVEMENT MILLING 214” DEPTH. Ange u THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. CO <s ese THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. = —s oS SS SS cB 90! SS SS = ye S — = —— = ® a — —- cS —— —— ————— —— rs == ——_ —_— oe —— ae .——— — a: <——_ — — ——— SS oe ———. a SS et —ox —— dp cD PLACE INLET PROTECTION TYPE E. REMOVE EXISTING GUARDRAIL. INSTALL NEW GUARDRAIL SYSTEM G—4 TYPE Il CLASS B WITH REFLECTORS. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY PLAN STA 75+00 TO 82+50 SHEET | TOTAL REG TER PROJECT NO. |SHEETS SE Vl VI-0066(015) D12 54 REMOVE /REPLACE NEW PERMANENT SIGN. GB SE CA % eS FA = ZA ROADWAY RECONDITIONING MEDIAN AND SHOULDERS oe e®) A LL WARM_ ASPHALT CONCRETE PAVEMENT(2%4” SURFACE COURSE), CLASS "A” ,GRADING "E”, TYPE |, WITH ANTISTRIP ADDITIVE. CLEAN AND RECONDITION WATERWAY. \ TACK COAT, GRADING RS—1. ¥ A ASPHALT PAVEMENT MILLING 214” DEPTH. THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. FA THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. e®) FA ZZ ZZ ©) Ss EBB ZEB ZEB <e'; 2S RS e®) SA i) PLACE INLET PROTECTION TYPE B. EB ZEB A EBB SZ A Ch ZEB PLACE INLET PROTECTION TYPE E. SS EB ZE A <¢ SS ra) rs» NY cD LLP Sa AZZ EB — EB e8) EB AA EB © AB = FP = —_ e8) = ae FP SP Ss = Se [e) REMOVE EXISTING GUARDRAIL. DEPARTMENT OF PUBLIC WORKS INSTALL NEW GUARDRAIL SYSTEM G—4 OFFICE OF HIGHWAY ENGINEERING a TYPE Il CLASS B WITH REFLECTORS. MELVIN EVANS HIGHWAY PLAN STA 824+50 TO 90+50 REG | TER PROJECT SHEET | TOTAL NO. |SHEETS| SE Vi | Vi-0066(015) D13 54 INSTALL NEW GUARDRAIL TERMINAL SECTION, TANGENT TYPE REMOVE /REPLACE NEW PERMANENT SIGN. zen | ©, vw) “Q 7 Yh yf \ l ; Ne cNo o a a L >< ee a ee ee BZ 6 0 IR No) No) No) 8 al: + o PLACE INLET PROTECTION TYPE E. o* r an oh Ns) = tes Zo z Tas D>) o ww + > 2, 2. TT t ~ ° 2. oO UV IN) o — eo 7 b ae 4 " mo, me, oo e o o ae re — ——— = fag. et — A tet SH rola No S- \o ° oN Ce <r \O ——— * a “ane x fe) REMOVE/REPLACE NEW PERMANENT SIGN. Bo je ) END REMOVE EXISTING GUARDRAIL. ° Se i END TYPE Il CLASS B WITH REFLECTORS. 9, ° \ gS 5) > ° ~ - ) REMOVE /REPLACE NEW PERMANENT SIGN. Os ° REMOVE/REPLACE NEW PERMANENT SIGN. DEPARTMENT OF PUBLIC WORKS END ROADWAY RECONDITIONING MEDIAN AND SHOULDERS. OFFICE OF HIGHWAY ENGINEERING END WARM ASPHALT CONCRETE PAVEMENT(2%” SURFACE COURSE), A OTALL SAW COARD ONL evSTEM ous CLASS ”A” ,GRADING "E”, TYPE |, WITH ANTISTRIP ADDITIVE. ) - END TACK COAT, GRADING RS-1. TYPE Il CLASS B WITH REFLECTORS. END ASPHALT PAVEMENT MILLING 2%” DEPTH. MELVIN EVANS HIGHWAY END THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. END THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. PLAN STA 904+50 TO 98+17 THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE (EDGE LINE). THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE (LANE LINE). TRAFFIC CAM VIDEO DETECTION ZONE(6’X6’). REMOVE /REPLACE NEW PERMANENT SIGN. THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 24” WHITE (STOP BAR). THERMOPLASTIC PAVEMENT MARKINGS TYPE H, WHITE (ARROWS, ONLY). THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW (DIVIDER LINE). THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE (DASHED LANE LINE). TRAFFIC CAM VIDEO DETECTION ZONE(30’X6’). REG | TER PROJECT SHEET | TOTAL NO. |SHEETS SE Vi | Vi-0066(015) E1 54 THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW (DIVIDER LINE). THERMOPLASTIC PAVEMENT MARKINGS TYPE H, WHITE (ARROWS, ONLY). THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE (LANE LINE). THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE (DASHED LANE LINE). REMOVE /REPLACE NEW PERMANENT SIGN. Ww ggt+oe WLS ANMHOLY TRAFFIC CAM VIDEO DETECTION ZONE(6’X6’). THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW (DIVIDER LINE). THERMOPLASTIC PAVEMENT MARKINGS TYPE H, WHITE (ARROWS, ONLY). THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 24” WHITE (STOP BAR). THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE (PEDXING LINE). THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 24” WHITE (PEDXING). TRAFFIC CAMERA DETECTION SYSTEM. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY TYPICAL STRIPING STA 04410 TO 93+60 TER PROJECT SHEET | TOTAL REG NO. |SHEET: SE Vl Vi-0066(015) E2 54 PARADIS Bs PARI LD i Ln, fp MWiy CARI — VT Oe e- bead = ee - - [P| 0+ To Fa = a | Sod = [A] id kki¢ a> — — > je 7 > Oe = fe Col pf ES ewe ea a Er en ie pee a =< <> SoOSss > @ _ ox, TO <}— = + [1D] ee bc | = r) | a gb [ec] RT sy — +7 4 —_ —_— L @ nl — a — A I mi | oo 4 — IF DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY SIGNAL OPERATION PLAN PARADISE INTERSECTION PROJECT CABLE SCHEMATIC w-0066(018) ©) PROPOSED TRAFFIC SIGNAL HEAD 2247-PB PROPOSED PEDESTRIAN SIGNAL HEAD L_] PROPOSED PEDESTRIAN PUSHBUTTON PROPOSED POLE/PEDESTAL PROPOSED LOOP DETECTOR EXISTING PULLBOX PROPOSED PULLBOX INTERCONNECT VIDEO DETECTOR SIGNAL DISPLAY CHART TRAFFIC CONTROLLER SIGNAL PHASE | PHASE Il PHASE Ill PHASE IV HEAD CLEAR CLEAR CLEAR | R/W] CLEAR os i eo eo emo mo ee ee eee ee ee ee ee ee <| Dm) Dm) ai} ~<~/o}]}D|D Dy DD DDO] av| av DiDIoO}O]}) DDD av OQ;O/O}O] Da avn\| av <~1~ |< |<) oy lol ok ok ek os eo oe eo n fl DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY WIRING DIAGRAM * EB = East Bound, WB = West Bound, NB - North Bound, and SB = South Bound. PARADISE INTE RS ECTION ** Negative Distance means distance extends in front of the Stop Bar. —_a_LE BRACKET, FEMALE, BURLE CAMERA MOUNT 2” HEX HEAD BOLT, 16 X 1” 3/8 ” FLAT WASHER 2” HEX NUT, 16 X 1” 2” HEX HEAD BOLT, 16 X 1” 3/8 ” SPLIT LOCK WASHER, STAINLESS 3/8 ” FLAT WASHER EXTENDED BRACKET, MALE ADAPTER, 1?”—11NPS X ?”—16NC ALUMINUM NOTCHED COUPLING CLAMP CABLE-84” GUSSETED TUBE WITH VINYL INSERT. 11/2 ” X 74” CLAMP KIT — CABLE MOUNT CLAMP KIT MUST BE CAPABLE OF ROTATING 90 DEGREES FOR MOUNTING DIRECTLY TO STEEL STRAIN POLES.. CAMERA MOUNT AND BRACKET PARTS TILT AND PAN EXTENDED SENSOR BRACKET, CABLE MOUNT. CLAMP MUST BE CAPABLE OF ROTATING 90 DEGREES FOR MOUNTING DIRECTLY TO STEEL STRAIN POLES.. CAMERA MOUNT AND BRACKET ASSEMBLY 4” X 2” X 2” DEEP WEATHERPROOF SPLICE BOX WITH GASKETED FACE PLATE TO BE INSTALLED ON GUSSETED TUBE. IF CAMERA IS PROVIDED WITH A WEATHERPROOF SPLICE BOX, THIS BOX IS NOT NECESSARY. MAST ARM CAMERA INSTALLATION COAXIAL VIDEO CABLE FROM CONTROLLER CABINET NOTE: ACCESS HOLE FOR CABLE SHALL BE LOCATED ON BACK SIDE OR BOTTOM OF MAST ARM AND SEALED TO MINIMIZE INTRUSION OF WATER. 3 CONDUCTOR POWER CABLE FROM CONTROLLER CABINET 3 CONDUCTOR POWER CABLE FROM CAMERA TO WATERPROOF JUNCTION BOX. SPLICE TO POWER CABLE FROM CONTROLLER CABINET REG | TER PROJECT SHEET | TOTAL NO. |SHEETS SE vl Vi-0066(015) E4 54 DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING MELVIN EVANS HIGHWAY CAMERA INSTALLATION PARADISE INTERSECTION REG | TER PROVECT SHEET | TOTAL. SE VI VI-O066¢ 015) Fi 94 es es _ py Limits of clea Fill slope t Ht Existing groun ah (undisturbed) Ha Section A Section B Max. staple spacing 6” _ SILT FENCE _ — _ REQUIRED AT STATIONS Leased Elevation FR O17 OR AT & ————— — 4 32+70L 3354+75L nl ~ Flow Staple 39+25L 40+25L Front View L Varies 63+75L 65+10L os a Section B 63+10R 65+25R Section A q cS _ q Top View Max. spacing 10’ “ow S wo c JOINING TWO ADJACENT SILT FENCE SECTIONS : 4 8 Plan oO Vv Provide sufficient to prevent water from flow around the end of the silt fence Note: Max. spacing 6° | gth - V V SILT FENCE INSTALLATION IN A DRAINAGE DITCH Use drainage ditch installation for low flow conditions only when specified on Erosion Control Plan. SILT FENCE INSTALLATION AT TOE OF FILL Post min. above grot Post driven min. into ground Note: _ Alternate pre-assembled silt fence options will be allowed as long as specified minimums are satisfied. Follow manufacturer's information for installation procedures. Min. 36” long post Geotextile fabric Backfilled and compacted soil NOT TO SCALE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL SILT FENCE DETAIL 15701 NO SCALE 1. Step 1: Excavate trench Step 2: Install bales (plan view of bales) Step 3: Tightly pack straw between bales Step 4: Backfill soil against bales Varies Varies packed between bales Loose straw tightly PLAN ELEVATION Flow PLAN ELEVATION PROPERLY STAKED AND ENTRENCHED STRAW BALES BALE BARRIER AT TOE OF FILL INSTALLATION OF A STRAW Direction of runoff from disturbed areas is placed horizontal that string binding Orient bale so each other or overlapping bales tightly abutting with ends of adjacent Install bales in trenches the previously placed bale. point of first stake towards least 2 stakes. Angle the Secure each bale with at Existing ground (typ.) Backfilled and compacted soil water from flowing around the barrier Provide sufficient length to prevent straw bale Stake and entrench previously placed bale Angle stake towards from disturbed areas Toe of slope Butt bales together Existing ground Limits of clearing Fill slope Direction of Runoff Runoff See Note 1 INSTALLATION OF A STRAW BALE BARRIER IN DITCH 157-3 STANDARD APPROVED FOR USE 6/2005 REVISED: 6/2007 STATE PROJECT NUMBER SHEET U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION 6:47 AM 11 August 2015 ] USC [ c:\m yfiles\pw_production\dm s44658\Std157-3.dgn FEDERAL LANDS HIGHWAY U.S. CUSTOMARY STANDARD STANDARD STRAW BALES Bale width + 2" 12" min. 4" NOTE: conditions and when specified on the Erosion Control Plans. Use straw bales in drainage ditches only for low flow Overlap edges with at least 2 stakes Secure each bale VI VI-0066(015) F2 PROJECT 2” X 4” Wood frame SE VI VI-0066¢ 015) Gravel filte 1 8’ ’ Geotextile, Type I V Extend esh (typ. Sediment laden runoff atend mesh (typ.) | Frame = = Min. i Drop inlet with grate Accumulated sedime Gather excess at corners (1 m) 2 en rt: eee of 82” min. below ground line. Bury geotextile a ai SILT FENCE DROP INLET PROTECTION (TYPE A) Note: Use Type A inlet protection in sump locations only. Th Tee: Wire mesh FE] 44 4 | er Se Se Tit—Tit-_tlt¥—_tlt-_T1t--11t--111--111-_1 11-11 1-11-11 1-11 1 GRAVEL AND WIRE MESH DROP INLET PROTECTION (TYPE B) Note: Use Type B inlet protection only in sump locations where heavy concentrated flows are not expected. Do not use where ponding around the structure might cause inconvenience or damage. Wire mes Concrete block A Drop inlet with grat 2” x 2” wood frame 2” Filtered w ~| <—_ Overfi = aa , SINC Wire mesh 2 Min. 12” eos in pd TEP. 2.4 em2) (11 fat. .", )Filtered| a’: ¢ ° water ' Accumulated sediment Gravel filter SECTION A-A BLOCK AND GRAVEL DROP INLET PROTECTION (TYPE C) General Notes: 1. For gravel filters use 2” — 1/2” x 2. Use wire mesh with 3” diameter coarse aggregate. 1/2” openings. (not to scale) Curb inlet vwvnrvrepeovwrvwrvwrvww vw a a 2 » vB vvv wiv vvrwy ’ vv wv ve Wire me Concrete blo Gravel filter Sediment laden runoff Accumulated sediment Cverdow\, i Curb inle Wood stud, used to retain concrete blocks SECTION B-B CURB INLET PROTECTION, BLOCK AND GRAVEL (TYPE D) Emergency overflow 2 99 x 4 EB] Anchor (typ.) Sandbag (typ.) Spacer (typ.) (extends helcross entire opening length) _—— Sand bag or i = “~. alternate weight : Ph Curb inlet Le 7 SECTION C-C CURB INLET PROTECTION, WOODEN WEIR (TYPE E) DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL TEMPORARY INLET PROTECTION DETAIL 15701¢ BD REG TER PROJECT NO S HE ET S SE VI VI-0066¢ 015) F4 34 DEPTH (d) 8 > Riprap Class Depth (d)—(in) 12 wae 18 24 ASS 30 AL) cp 42 48 co VS End sectt 4), ot [+s C ps (Prameter of pipe (D (Diameter of pipe (D) vA pr) AQT JN ry 1070) Ke PLAN PLAN PLAN Ae Te 6, 2 ee 8%, Grou End section Grourna Grow SS — EGY ELEVATION Depth (d) ELEVATION Depth (d) ELEVATION Depth (d) Geotextile, Fype IV CULVERT WITH HEADWALL CULVERT WITH END SECTION Geotextile, Type IV CULVERT WITH NO Geotextile, Eype IV END TREATMENT NOTE: NOT TO SCALE use For arch or elliptical pipes, DEPARTMENT OF PUBLIC WORKS equivalent diameter for (D) dimension OFFICE OF HIGHWAY ENGINEERING DETAIL GROUTED RIRPAP AT CULVERT & GUT DETAIL 25101 Asphalt ove (Final course) OVERLAY Saw cut (Depth equals ”d”) | d — Inches ransition Length — Feet d al | 20 Existing asphalt payement WLLL ELL LED EE EEE | i + 40 Existing base cowrse| | — Remove pavement (mill) 50 60 Transition length variable (See table) Normal edge , i of trave/ 4'& Varies Jane Shoulder New pavement Existing pavement 8% Proposed shoulder ° Max. & (See Typica/ varies Sections) \ — 30° A, 1. Utilize an approved Safety Edge system to create a sloped edge profile onto the roadway shoulder. Utilize an approved Safety Edge system that cornpacts the AC and provides a sloped wedge equal to1,1.2 to 1:2.0 measured from the pavernent surface cross slope extended. The use ofa single plate strike off ls not allowed. The Safety Edge shall be constructed monolithically with the AC pavement. 2. Utilize an approved Safety Edge system that /s adjustable to accommodate varying paving thicknesses. J. All Safety Edge systems to be used for the purpose of creating a Safety Edge must meet the approval of the Engineer. The Engineer nay require proof that the system has been used on previous projects with acceptable results or may require a test section constructed prior to the beginning of work to demonstrate the edge shape and compaction to the satisfaction of the Engineer. 4. Safety Edge will not be measured for payment. 5. Wo separate payment will be rade for the construction of the Safety Edge. All work associated in the Safety Edge construction shall be integral to the pavement work and shall be included in the contract pricing for those pay items. ASPHALT PAVEMENT SAFETY EDGE SHEET | TOTAL REG TER PROJECT NO. |SHEETS SE VI VI-0066¢ 015) FS 34 NOT TO SCALE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL ASPHALT PAVEMENT MILLING & SAFETY EDGE DETAIL 40301/41301 PROJECT VI-0066¢ 015) CONCRETE ROUND PIPE CULVERT FILL HEIGHT AND PIPE CLASS TABLE NOTE: PIPE EMBANKMENT TRENCH SIZE [MINIMUM | c7ass iI] CLASS It] CLASS WV [CLASS Vilcuass I] CLASS I | CLASS v | CLASS V 1, When directed, camber pipe culverts upward from a chord through the DIAMETER COVER inlet and outlet inverts an ordinate amount equal to 1% of the pipe INCHES | INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE IN FEET length. Develop camber on a parabolic curve. If the midpoint elevation le 24 11 11 16 23 18 18 26 37 on the parabolic curve as designed exceeds the elevation of the inlet 18 24 10 10 25 39 14 14 45 | | \ i 34 ry. Tr 7 3 31 5 5 40 invert, reduce the amount of camber or increase the pipe culvert gradient. 30 24 9 13 16 35 13 7 46 36 24 9 9 20 41 11 4 56 . Measure minimum cover from the top of the pipe culvert to the subgrade 48 = 7 4 ce +t ig a 2 for flexible pavements, and to the top of the pavement for rigid pavements 72 24 13 7 31 41 6 20 49 Measure maximum fill height from the top of the pipe to the top of the 84 24 13 9 31 5 23 pavement for both flexible and rigid pavements. 96 24 13 20 16 24 108 24 16 20 19 26 . Pipe compaction limits shown are for pipe installation in an embankment. Finished Subgrade or embankment height before For pipe installation in a trench, the compaction limits shall be the walls Finished Subgrode Where unyielding or unstable material is encountered, install the pipe culvert according to the limits of pipe compaction shown on standard Limits of Pipe Compaction 602-3. Roadway Embankment . When grades exceed 10%, install supplemental concrete pipe ties on pipe LEGEND: culvert or install bell and spigot pipe. . Maximum fill heights for pipe culvert installations may be increased edding Material on approval of site-specific structural pipe designs meeting the criteria of AASHTO Standard Specifications for Highway Bridges. Approved granular material or fine compactable soil placed in layers not exceeding 6” compacted depth. Embankment material placed in layers not Class B Bedding exceeding 6”compacted depth. Material Material Embankment slop Impermeable backfill material (“4 EMBANKMENT INSTALLATION TRENCH INSTALLATION End Pipe culvert treatme Cf) Piping Plug" SECTION A-A MINIMUM SPACING (See Table) material at the pipe inlet where granular Tapered Holes permitted eo material is used for backfill. Do not install fastener over pipe joint. Construct a piping plug of impermeable backfill 1’-5” max. a 11/4 ” dia. Hole for3” min 1” dia. Joint tie ig NT (oo SQ AEE PIPING PLUG NOT TO SCALE when precast af fe ing if 12-36 15’ 2H e’-9 172 ” max. 36-96 Wp 72" OVER 96 48° 7e" 2’-6 172 ” min. PLACEMENT OF HOLES DIAMETER |EMBANKMENT| TRENCH INCHES requréd 5 SLY DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL SUPPLEMENTAL CONCRETE PIPE TIE CONCRETE PIPE MULTIPLE ROUND PIPE INSTALLATION CULVERT INSTALLATION MINIMUM SPACING ; U | DETAIL 60201(A)/(B) PROJECT VI-0066¢ 015) 43/4” Notes: 1, All reinforcing bars are #5, placed 1 3/4 from face of concrete. B 2. In floors bars to be on 6” centers each way. In walls horizontal bars to be on 9” centers and vertical bars to be on 12” centers. . Bolt grate frame to inlet; alternate fastening methods will be allowed C with the approval of the Co. _\ . Required concrete strength for this item shall be 4000psi. 1 A A 5° _ 0%” D Diameter 5 — 6” pipe culvert 43/4” 15 Rods @ 4” ” minimum . Provide grate suitable for bicycle traffic. GRATE FRAME 15/8” “3/4” X 8” Bolt & Nuts our req'd.) La) = C= & Resistant weld or electro forged 3/4’ rod >| et 5/8” X¥3 1/2” X 5 -— 4%” Bar ZWD. SECTION F-F : SV Variable 99 99 > Vy,” i VamnAs X3 1/2" X 5 —- 4%” Bor LITT Ne V4 5’ _ 0”’ SECTION _G-—G \ 3/4 % ” 4° xX 3° X 5/8" X 8 -4G°—> 31/2” X 5/8 (Two req'd.) Viz (Two req'd.) =F VIEW-C ISOMETRIC VIEW (Oblique) (Oblique) SECTION E-E DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL INLET, TYPE SB WITH oD’ XO’ METAL FRAME & GRATE DETAIL 60401(A) 3.1/4" Sheet 33/16)" 1/16 * Thickness /TR 4 1/16 3.1/4" Sheet Thickness 1 1/16 7” ray oO ° 3 3/16)" 1/16 * 1S/7#R = 1 13 Symetrical about * <>) Splice bo slots + > Ne Neutral Axi S25 K — stot 3/4 "x2 1/4 aw 31/4" Ne ai Symetrical about * one| | 12 1/4 * A << \ Post bolt slot at 6’-3" spacing, | center to center Splice bolt slot - 8 required, each end rail element a . . 11ve* e pels @ MTR RS “XN a R= 3/8 ’ Rodius R= 29/6Radius POST BOLT SLOT SPLICE BOLT SLOT RAIL MEMBERS ARTBA RE-3-73 45/16 ’ or 1 7/16 * S/16 “7B L| f a) L_ Thread Lengt! 1 1/Mult length 2’ {1 172 * minim 9 142 3/4 * minim 18’ |2 172 *% miniry 25’ [2””_ minimum BUTTON HEAD BOLT I’dia. x 1716 deep recess~ © ays J | arvte RECESS NUT BUTTON HEAD BOLT AND RECESS NUT ARTBA F-3-76 Rail Splice Bolts and Nuts ARTBA F-3[1 1/4 1-76 <8 per splice and 4 per terminal section> POST SPACING 6’-3’ RE-4-76 Lap in direction of traffic Edge of pavement or ground line at face ofr 7 rail as applicable POST SPACING STANDARD POST SECTION SECTION A-A This back-up p= SECTION B-B late is placed behind the rail element at intermediate <non-splice>? posts. BEAM BACK-UP PLATE ARTBA RE-4-76 Ax SIDE m— W6X9.0 11/8 41 1/8" . fo] ¢ r— 13/16 “dia. } t 6* 6" FRONT STRUCTURAL SHAPE BLOCK 7 W6x9.0 Ground Line B or A501 Use 20’ diameter round_anchor or 18’ square anchor. Reduced sized acceptable in solid rock. CONCRETE ANCHOR FOR SHORT GUARDRAIL POST TS_7°xS’x0.37& per post and block located ASTM A500 Graidgonally>. ARTBA P-10-79 3/8 * x 1%” Hex Bolt and nut ARTBA F-8-76 with Steel Washer ARTBA F-13-73 SECTION A-A 5/8 “ x Button head and nut ARTBA ps sout NG 110 or flatte Edge of pavement ground line at face of rail. Aggregate base o s shown on typical sectio sheet. ‘ of Symmetry vata 1/8 * +/+ 1 7" All Holes 1078 | +||4 b— W6x9.0 Length See Special Contract Requirements SIDE FRONT STRUCTURAL SHAPE POST ARTBA P-10-79 PROJECT VI-0066¢ 015) Reflective sheeting placed front and rear REFLECTOR TAB 13/16 ‘dia. (typ... Upper 2 holes for raising guardrail to accommodate future overlays. Post length stamp 11/2 * high and 1/74 “\ deep 1’-2" Length See Special Contract Requirements *See Special Contract Requirements when 7 foot or longer posts are specified, Hinge line of foreslope Variable slope but not steeper than fill slope. Subgrade shoulder. Widening required for approach and APL MW 3k ydeparture terminal sections. (e) TYPICAL GUARDRAIL CROSS SECTION 7" A 7 of pavement A457 or ground line a ALTERNATE HOLE ARRANGEMENT POST AND BLOCK DETAIL RUBBER BLOUCKOUT NOT TO SCALE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL G4 W BEAM GUARDRAIL STEEL PUSTS 61701(A) REG TER PROJECT NGL S HE ET S SE VI VI-0066¢ 015) F9 34 NOTES: 1 Unless otherwise specified in the contract, install a G4 W-beam guardrail terminal that meets NCHRP-350 OR 230 requirements. See http://safety.fhwadot.gov/ for a list of approved terminal sections. Unless otherwise indicated in the contract, install the terminal section as per manufacturer’s recommendations. Install terminal at a 150 taper, ensuring that end piece is entirely off shoulder. See manufacturer’s drawings for other details. Pay Limits Guardrail <4 System G4 — Edge of widened embankment (see Note 3) 6: Taper 5 i A eo —t im: A | Edge of shoulder PLAN Install a reflectorized object marker according to manufacture’s recommendations. Ss s 2 2 NOT TO SCALE DEPARTMENT OF PUBLIC WORKS ELEVATION OFFICE OF HIGHWAY ENGINEERING DETAIL GUARDRAIL TERMINAL TYPE TANGENT DETAIL 61701(C) SHEET | TOTAL REG TER PROJECT No. |SHEETS SE VI VI-0066¢ 015) F10 34 Standard Post Section 37'-6" 1:20 slope relative to grade (66 ft minimum Regular Line Posts [Hinge line of foreslope Se TT — a T 20/- 4 — a using 6 ft posts | / —_— — —_— a | — —- — a | \\ to on \ flatter | ila g 5 ig. §. BB xSee Special Contract Requirements PLAN when 2.1 m or longer posts are specified. Pay Limits Guardrail System G4 Pay Limits Terminal Section Edge of. / shoulder( - —— paving —~ ay LL Regular Line Posts ™ _ _ [ Finished surface elevation at face of rail as applicable. ELEVATION Crown or Normal shoulder or as shown on the Typical Section Superelevation a 10:1 op Flatten 4 [| S’ min. SECTION A-A 7 BY onl Apply yellow 12’’x 36” retroreflective adhesive sheeting to nose after curving with black strips. NOTES: 1, Unless otherwise specified in the contract, install a G4 W-kbeam guardrail terminal that meets NCHRP-350 requirements. See http://safety.fhwadot.gov/ for a list of approved terminal sections. install the terminal section as per manufacturer’s recommendations. Unless otherwise indicated in the contract, offsets would result in the rail encroaching onto the shoulder e.g, the inside of a curve), install the posts so that the face of the rail is at the edge of the shoulder. NO SCALE Where terminal is placed on a curve, and post See manufacturer’s drawings for other details. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL GUARDRAIL TERMINAL TYPE FLARED DETAIL 61701(D) REG TER PROJECT NGL S HE ET S SE VI VI-0066¢ 015) Fit 34 Contour to WY over RE-3([]-73 30°f\]_¢ ES | | 2 l/4 * 81/2" y% 2’-0" CApprox.dxgsy PLAN * a7 2332/8 ” glots 4 aon —_! ELEVATION K This dimension is 7 172 ” in RE-7-79, If the same dimension is used in this part, it will give an acceptable overall length ©&*) of approximately e’-1 1/2 ” ROUND END SECTION ARTBA RE-6-79 NOT TO SCALE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING NOTES: DETAIL 1. Rounded or flared end sections are acceptable alternates to GUARDRAIL TERMINAL buffered end sections and type 1 end sections on terminal sections at the trailing ends of guardrail runs on the right TYPE ROUNDED side of multilane roadways and where shown on the plans on the left side of multilane roadways. DETAIL 61701(E) REG TER PROJECT NGL S HE ET S SE VI VI-0066¢ 015) Fle 34 w= NA ~ ~ 4 ~~ l- l- —, - a l- "Nh "Nh - - - /- sc | had l- IS | (WSS L- ~ l- YY l- al alg Yr Y v alg 30” X 30” OR 36” X 36” 48” X 48” DIAMOND GUIDE SIGN ~ ‘i 4.0 LB./FT. POST 4.0 LB./FT. POSTS 4.0 LB./FT. POSTS NY TYPE | TYPE Il TYPE Ill MAX. SIGN AREA 1 7-0" IZ} * — ABOVE TOP OF CURB OR EDGE OF PAVEMENT MIN. ' | Tel ‘ 2 ‘ 8 q 2) 1’-0" 2’-6" (MIN.) (MAX.) \ NOT TO SCALE DEPARTMENT OF PUBLIC WORKS MWA OFFICE OF HIGHWAY ENGINEERING ELEVATION ELEVATION ELEVATION ELEVATION DETAIL FOR TYPE | DIAMOND SIGN FOR TYPE | AND TYPE Il SIGNS FOR TYPE Il DIAMOND SIGN FOR TYPE Ill GUIDE SIGN (OTHER THAN DIAMOND) STGN MOUNTING DETAIL X — VARIES ACCORDING TO HOLE PUNCH ARRANGEMENT IN SIGN. DETAIL Sheet No. 63302(A) /(B) PROJECT VI-O0066¢ 015) o 6 ==) 1,00” GENERAL NOTES 17.00" RETAINER SPACER RAP (TYP.) * SECTION, HOT ROLLED FROM FiGH STRENGTH STEEL N, H LU M HIGH STREN L RETAINER SPACER STRAP MEETING REQUIREMENTS OF ASTM A499-76 SECTION A-A TOP OF GRADE SPECIFICATION, MODIFIED, IN THAT MATERIAL SHALL MEET DRIVE CAP MINIMUM YEILD STRESS OF 60,000 PSI AND MINIMUM (DUCTILE IRON) DRIVE CAP TENSILE OF 90,000 PSI, OR EQUAL. ELEVATION . THE FINISH FOR BASE POST AND SIGN POST SHALL BE HOT DIP GALVANIZING MEETING REQUIREMENTS OF ASTM A123 SPECIFICATIONS. GALVANIZING SHALL BE APPLIED AFTER FABRICATION IS COMPLETED. RETAINER SPACE u . THE WEIGHT OF EACH BASE POST BEFORE PUNCHING STRAP (TYP.) é SHALL BE 4.00 LB./FT. AS REQUIRED. WEIGHT TOLERANCE . SHALL BE PLUS OR MINUS 3 1/2%. PUNCHING SHALL BE A MINIMUM OF 18 HOLES, 0.438 INCH DIAMETER BASE POST (TYP.) ON 1 INCH CENTERS. FIRST HOLE TO BE 1 INCH FROM TOP OF POST AND BOTTOM OF POST SHALL BE : P B POINTED. THE LENGTH OF EACH BASE POST SHALL BE ATTACH RETAINER SPACER STRAP ° 3.50 FEET. LENGTH TOLERANCE SHALL BE PLUS OR TO BASE POST BY PLACING BOLT 9 FOLLOW STEPS 1 & 2 FOR MINUS 1 INCH. THROUGH 6TH HOLE FROM TOP OF BASE POST. STRAP 2 HEX HEAD-—INTEGRAL FLANGE BOLT & LOCKNUT SINGLE POST INSTALLATION. - THE WEIGHT OF EACH SIGN POST BEFORE PUNCHING INSTALL HIGHEST LEVEL POST. SHALL BE 4.00 LB./FT. AS REQUIRED. WEIGHT TOLERANCE SHALL BE PLUS OR MINUS 3 1/2%. PUNCHING SHALL BACK ELEVATION BE A FULL LENGTH 0.438 INCH DIAMETER HOLES ON 1 INCH CENTERS. FIRST HOLE SHALL BE 1 INCH FROM TOP OF POST, LAST HOLE SHALL BE 1 INCH FROM BOTTOM. STEP | LENGTH OF SIGN POST SHALL BE IN INCREMENTS OF BREAKAWAY BASE POST ASSEMBLY LENGTH TOLERANCE OF PLUS OR MINUS 1 INCH. . ALL POSTS SHALL BE MACHINE STRAIGHTENED AND HAVE A_SMOOTH UNIFORM FINISH FREE FROM INJURIOUS DEFECTS AFFECTING STRENGTH OR APPEARANCE. BOLT SIGN PANEL (TYP.) HOLES OF 0.438 INCH DIAMETER SHALL BE CAREFULLY . SPACED, VERTICALLY AND HORIZONTALLY, SO THAT HOLES WILL ALIGN FOR EASY ASSEMBLY. ALL BOLT HOLES AND SHEARED ENDS SHALL BE COMMERCIALLY FREE FROM BURRS. . RETAINER—-SPACER STRAP SHALL BE FABRICATED FROM AISI-1020 STEEL AND GALVANIZED TO ASTM 123 BACK ELEVATION SPECIFICATION. STEP | - . BOLTS AND NUTS SHALL BE HEX HEAD—INTEGRAL FLANGE TYPE AND GALVANIZED TO ASTM A123 SPECIFICATION. TOP OF GRADE A. BOLT = 3/8” — 16 UNC X 2.00°(FULLY THREADED) [= FACING TRAFFIC B. NUT = SELF—-LOCKING TYPE BASE POST ———>| (TYP.) TOP OF GRADE ©0000000000000000000000000000 |=— SIGN POST (TYP.) SIGN POST ———— (TYP.) AFTER ATTACHING SIGN POST TO BASE POST COMPLETE ASSEMBLY BY PLACING BOLT THROUGH SIGN POST AND RETAINER SPACE STRAP. lis TOP OF GRADE TOP OF GRADE oy —_ sg SH RRA ATTACH SIGN POST TO BASE POST BY PLACING BOLTS N) THROUGH THE 1ST AND 5TH \ HOLES FROM THE BOTTOM OF Y— SIGN POST, AND 1ST AND STH BACK ELEVATION 7— HOLES FROM TOP OF BASE OST. STEP Il eooccot| [foccccc0e TYPICAL END VIEW MULTIPLE POST INSTALLATION 0000000000000000000 BACK ELEVATION BASE POST MUST BE DRIVEN PLUMB BASE POST SIGN POST STEP Ill RECOMMENDED PROCEDURE IS TO DRIVE POST BACK ELEVATION ABOUT 12 IN., STOP AND CHECK FOR STRAIGHTNESS, STEP II DRIVE. POST AN ADDITIONAL 12-15 IN. REPEAT. CHECK MAKE FINAL ADJUSTMENTS, COMPLETE INSTALLATION NOT TO SCALE FIELD CHECK FOR LENGTH OF SIGN POST BEFORE SINGLE POST INSTALLATION FABRICATION. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL SIGN MOUNTING DETAIL DETAIL 63301(A)/(B) REG | TER PROJECT a ROUTE 66 (SEGMENT IV) SIGN SUMMARY se | vi | vi-ooeecois | Fi4 | 5a LOCATION PANEL SIZE TEXT SIZE SIGN TEXT CORNER |BORDER | MARGIN UPPER | LOWER NO. | No. SIGN TEXT stavion | sive |WIDTHIHEIGHT) AREA RADI | WIDTH | WIDTH |NUMBER| CASE | CASE | SERIES! Gowmy | QUANTITY 0G BY) ery REMARKS (IN.) | CIN.) | (SQ FT) | cin.) | CIN.) | CIN.) | CIN) | CIN) | CIN) , SPEED BLACK R2-1 LIMIT 30 | 36 SEE NOTE 1 =| ON 4 30 55 WHITE SPEED BLACK 2 R2-1 LIMIT 30 | 36 SEE NOTE 1 = ON 4 30 30 WHITE REDUCE BLACK 3 R2-1 SPEED 30 | 36 / SEE NOTE 1 =| ON 5 38 30 WHITE RED AND v, BLACK 4 R3—4 36 | 36 SEE NOTE 1 =| ON 3 27 WHITE KEEP BLACK 5 | R4-16 LEFT 24 | 30 SEE NOTE 1 =| ON 4 20 FLRYLWGN EXCEPT TO PASS BLACK 6 W1-2R 43 | 48 ~ SEE NOTE 1 =| ON 3 48 YELLOW BLACK 7 | wi-an 48 | 48 SEE NOTE 1 =| “ON 3 48 YELLOW SUBTTOTAL | 26 241 DEPARTMENT OF PUBLIC WORKS OFFCE OF HIGHWAY ENGINEERING NOTES: 1. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION FOR SIGN DIMENSIONS. 2. LOCATION OF SIGNS WILL BE AS DIRECTED BY THE CO. DETAIL PERMANENT TRAFFIC SIGNS Sheet No. 3 63301(A)/(B) REG PROJECT a ROUTE 66 (SEGMENT IV) SIGN SUMMARY se | vi | vi-ooeecois) | ris | sa PANEL SIZE TEXT SIZE SIGN TEXT CORNER |BORDER] MARGIN UPPER | LOWER NO. | NO. SIGN TEXT SIDE |WIDTH|HEIcHT| AREA | RADI | WIDTH | WIDTH [NUMBER] CASE’ | CASE |seRIes| QuGls | QUANTITY 10185 ay REMARKS (IN.) | (IN) | (SQ FT) | (IN.) | cin.) | CIN.) | (IN) | (IN) | CIN.) BLACK 3 | W11A-2 & 43 | 48 SEE NOTE 1 = ON 1 16 YELLOW ) rox “ p9—14 24 | 24 ‘x SEE NOTE 1 =| “ON 1 4 BLUE BLACK 10 | 1-5 (64) 24 | 24 SEE NOTE 1 =| “ON 2 8 WHITE BLACK 11 | M1-5 (66) 24 | 24 / SEE NOTE 1 =| “ON 5 20 WHITE BLACK 12 | M1-5 (69) 24 | 24 SEE NOTE 1 =| “ON 4 16 WHITE BLACK 13. | M1-5 (669) 30 | 24 SEE NOTE 1 =| “ON 2 10 WHITE BLACK 14 M2—1 T 21 | 15 | SEE NOTE 1 = ON 4 10 WHITE SUBTTOTAL | 19 84 DEPARTMENT OF PUBLIC WORKS OFFCE OF HIGHWAY ENGINEERING NOTES: 1. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION FOR SIGN DIMENSIONS. 2. LOCATION OF SIGNS WILL BE AS DIRECTED BY THE CO. DETAIL PERMANENT TRAFFIC SIGNS Sheet No. 4 DETAIL 63301(A)/(B) SHEET | TOTAL | REG TER PROJECT No. |SHEETS ROUTE 66 (SEGMENT IV) SIGN SUMMARY se | vi | vi-ooeecois | Fie | 54 LOCATION PANEL SIZE TEXT SIZE SIGN TEXT CORNER|BORDER| MARGIN UPPER | LOWER NO. NO. SIGN TEXT STATION | SIDE |WIDTH|HEIGHT) AREA | RADII | WIDTH | WIDTH |NUMBER| CASE | CASE | SERIES goto ANT TOTSO By Suey REMARKS (IN.) | CIN.) | (SQ FT) | (iN.) | CIN.) | CIN.) | CIN) | CIN) | (IN,) — SEE NOTE a BONN 15 | M31 NORTH 24) 12 | NPE ) waite ° " BLACK 16 M3—2 24 | 12 SEE NOTE 1 = ON 4 8 EAST WHITE BLACK 17 M3—-3 24 | 12 two SEE NQTE 1 = ON 4 8 SOUTH WHITE BLACK 18 M3—4 24 | 12 | SEE NOTE 1 = ON 4 8 WEST WHITE BLACK 19 M6—1 — 21 | 15 ~~ SEE NOTE 1 = ON 4 9 WHITE 20 M6—1 = 21 | 15 } SEE NOTE 1 = ON 1 2 SUBTTOTAL | 23 45 DEPARTMENT OF PUBLIC WORKS OFFCE OF HIGHWAY ENGINEERING NOTES: TOTAL | 68 370 DETAIL 1. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION FOR SIGN DIMENSIONS. 2. LOCATION OF SIGNS WILL BE AS DIRECTED BY THE CO. PERMANENT TRAFFIC SIGNS Sheet No. 5 63301(A)/(B) DETAIL PROJECT SE VI VI-0066¢ 015) NOTES: 1. All striping shall be in accordance Single Solid 4” White Striping (edge striping) 5 a with the Manual on Uniform Traffic ~ ROR Control Devices (MUTCD) latest edition. Place pavement word and symbol markings in accordance with the ’’Manual on Uniform Single Dashed 4” White Striping (lane striping) ; Traffic Control Devices(MUTCD), current edition. All letters, numerals and symbols shall conform with the ’’Standard Alphabets for Highway Signs and Pavement Markings’. Colors of the reflective markers to be either Qe QS2 ° ca Double Solid 4” Yellow Striping (centerline) clear (white), yellow or red as specified. Top of the markers shall also be reflective. Single Dashed 4” White Striping (lane striping) ~ ANCHORED PAVEMENT MARKER 24” DIVIDER EDGE Single Solid 4” White Striping (edge striping) COLOR YELLOW | WHITE SPACING 20 FT 20 FT AMOUNT 160 EA. 160 EA. DOUBLE SOLID YELLOW STRIPING PAVEMENT MARKER TABLE AND WHITE EDGE LINE ——r 6” Crosswalk Solid 6” White Lines and 24” Width Hatch Marks. TYPICAL CROSSWALK STRIPING PAYMENT QUANTITIES ITEM AREA (SQ. FT.) Turn Lane—Use Arrow 16 Through Lane—Use| Arrow 13 Turn and Through Lane—Use Arrow 26 Handicap Marking 9 ONLY Word Markin at STOP Word Markin 22 NEAR EDGE OF CROSSWALK DEPARTMENT OF PUBLIC WORKS agi | oprege Py EES OFFICE OF HIGHWAY ENGINEERING ‘4 a CUTER UNE TO CENTER ne PAVEMENT MARKINGS TURN LANE-USE ARROW THROUGH LANE-USE ARROW ”*STOP’ WORD MARKIING STOP BAR DETAIL 63401 REG | TER PROJECT a TYPICAL APPLICATION: PROJECT LIMIT SIGNS TWO WAY, TWO LANE ROADWAY se | vi | vi-ooeecois» | Fis | 54 ALL GENERAL NOTES SHOWN BELOW SHALL APPLY TO ALL OF THE SHEETS TITLED "TRAFFIC CONTROL DEVICES FOR CONSTRUCTION WORK ZONE” (A) ON CONSTRUCTION PROJECTS IT WILL BE THE CONTRACTOR’S RESPONSIBILITY TO INSTALL THE NECESSARY SIGNS BEFORE CONSTRUCTION BEGINS. (B) ALL SIGN BLANK MATERIALS USED SHALL BE SHEET METAL OR EQUIVALENT MATERIAL CONFORMING TO SECTION 718 OF F.H.W.A. SPECIFICATION "FP—14”. (C) THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SIGNS TO ASSURE A HIGH DEGREE OF BOTH DAY AND NIGHT VISIBILITY, WHICH WILL INCLUDE ANY WASHING, REPLACEMENT AND/OR RE-POSTIONING WHERE DEEMED NECESSARY BY THE ENGINEER. (D) REFLECTORIZATION OF TRAFFIC CONTROL DEVICES SHALL BE BY MEANS OF TYPE Ill OR HIGHER REFLECTIVE SHEETING MEETING THE REQUIREMENTS OF a (500 FT) SECTION 718 OF THE STANDARD SPECIFICATIONS, FP—14. (E) ALL SIGNS SHALL BE SECURELY PLACED OR WEIGHTED TO PREVENT BLOWING OVER. ROCKS, BROKEN CONCRETE OR OTHER SUCH OBJECTS SHALL NOT BE CONSIDERED ACCEPTABLE FOR SIGN SUPPORT. NORTH om ROUTE 669 W20-1 (500 FT) 620-2(END CONSTRUCTION) W20-1(BEGIN CONSTRUCTION) w20-1 (500 FT) w20-1 (1000 FT) W20-1 (1500 FT) w20-1 (% “\ \ ROUTE_66 <emmeWEST ROUTE 64 / Ne (F) SPACING OF SIGNING SHALL BE NO LESS THAN THE DISTANCES SHOWN. EAST => THE DISTANCE BETWEEN SIGNS SHOULD BE INCREASED ON HIGH SPEED, ROUTE 66 OR MORE HEAVILY TRAVELED HIGHWAYS, OR WHERE SIGHT DISTANCE IS RESTRICTED. xX -4 (G) ALL SIGNS, FLASHERS, FLAGS, ETC. SHALL CONFORM IN SIZE, SHAPE, COLOR, LEGEND AND APPLICATIONS TO THE STANDARDS SET FORTH IN THE i _ A MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES TO THE LATEST EDITION AND/OR THE STANDARD SPECIFICATIONS. CONSTRUCTION ZONE > (— (H) THE CONTRACTOR WILL BE REQUIRED TO SUBMIT A TRAFFIC CONTROL PLAN w20-1 (% MILE) W201 (1500 FT) (1) ALL DIAMOND SHAPED CONSTUCTION WARNING SIGNS SHALL BE 48” X 48”, W20-1 (500 FT) WITH 24” X 24” ADVISORY SPEED SIGNS WHERE REQUIRED. W20-1(BEGIN CONSTRUCTION ( ) (J) REFLECTORIZATION OF TUBULAR MARKERS SHALL BE A MINIMUM OF TWO, w20-1 (1000 FT) W20-1 (500 FT) THREE—INCH—WIDE WHITE BANDS PLACED A MAXIMUM OF 2 INCHES FROM G20—2(END CONSTRUCTION) THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. RETROREFLECTION OF CONES SHALL BE PROVIDED BY A MINIMUM W20-1 (500 FT) 6—INCH—WIDE WHITE BAND PLACED A MINIMUM OF 3 INCHES BUT NO MORE THAN 4 INCHES FROM THE TOP. WHEN THE 36—INCH OR LARGER SIZE CONES ARE USED, THE STANDARD 6-INCH BAND SHALL BE SUPPLEMENTED WITH AN ADDTIONAL 4—INCH WHITE BAND SPACED A MINIMUM OF 2 INCHES BELOW THE 6—INCH BAND. (K) THE CONTRACTOR SHALL REPAIR OR REPLACE ANY NEW OR EXISTING PERMANENT GOVERNMENT OWNED SIGNS WHICH ARE DAMAGED DUE TO CONTRACTOR’S NEGLIGENCE OR CARELESS HANDLING DURING THE CONSTRUCTION OF THIS PROJECT. THIS SHALL BE DONE AT THE CONTRACTORS EXPENSE. (L) TRAFFIC CONDITIONS MAY NECESSITATE CHANGES IN THE USE AND/OR QUANTITIES OF THE TRAFFIC CONTROL DEVICES AS SHOWN IN THE PLANS. ANY SUCH CHANGES ARE SUBJECT TO THE APPROVAL OF THE ENGINEER. (M) ALL CHANNELIZING DEVICES INITIALLY PROVIDED ON THIS PROJECT SHALL BE EITHER NEW OR IN LIKE NEW CONDITION AND SHALL BE APPROVED FOR USE ON THIS PROJECT BY THE ENGINEER. SEE TYPICAL TRAFFIC CONTROL DETAILS(63501 TC—2 AND 63501 TC—3). (N) THE ADVISORY SPEED LIMITS THROUGH THE WORK ZONE MAY BE ADJUSTED AT THE DISCRETION OF THE ENGINEER. PHASE ONE — ROADWAY RECONSTRUCTION AND RECONDITIONING A) FLAGGING OPERATION WILL BE REQUIRED AT ALL TIMES DURING CONSTRUCTION. (0) TEMPORARY. a SO CEMENT AS PER He MUTCD SHALL BE, COVERED & CONSINATION OF DRUMS” BARRICADES AND CONES. WILE Oe SOURED REQUIRED NUMBER OF FLAGGERS FOR SAFETY, PLACEMENT OF TRAFFIC CONTROL DEVICES, D) CONTRACTOR MAY BE LIMITED ON THE LENCTH OF ROADWAY ALLOWED AND WRITTEN TRAFFIC CONTROL PLANS PER MUTCD. ALL TRAFFIC CONTROL PLANS ARE SUBJECT TO APPROVAL BY DPW. PHASE TWO — GUARDRAIL, SHOULDER AND WATERWAY RECONDITIONING (P) PEAK TRAFFIC HOURS OF 7:00AM TO 9:00AM AND 3:00PM TO 6:00PM A) FLAGGING OPERATION WILL BE REQUIRED AT ALL TIMES DURING CONSTRUCTION. MUST BE OBSERVED. THE CONTRACTOR MAY NOT CLOSE THE ROADWAY B) FLAGGERS WITH TWO-WAY RADIO COMMUNICATION WILL BE REQUIRED. NOR DETOUR TRAFFIC DURING PEAK TRAFFIC HOURS. C) COMBINATION OF DRUMS AND CONES WILL BE REQUIRED. D) SHOULDER WORK SIGNS WILL BE REQUIRED. PHASE THREE — ASPHALT OVERLAY AND STRIPING A) FLAGGING OPERATION WILL BE REQUIRED AT ALL TIMES DURING CONSTRUCTION. B) FLAGGERS WITH TWO-WAY RADIO COMMUNICATION WILL BE REQUIRED. DEPARTMENT OF PUBLIC WORKS C) COMBINATION OF DRUMS AND CONES WILL BE REQUIRED. OFFICE OF HIGHWAY ENGINEERING D) UNEVEN PAVEMENT SIGNS WILL BE REQUIRED. DETAIL TRAFFIC CONTROL FOR CONSTRUCTION WORK ZONE DETAIL Sheet No. [C71 63501 REG TER PROJECT NGL S HE ET S SE VI VI-0066¢ 015) F19 34 TYPICAL APPLICATION: ONE WAY, TWO LANE ROADWAY, CLOSING TWO LANE , DAY TIME orn NOTES: o9go90 n> CONDITIONS REPRESENTED ARE FOR WORK THAT qge REQUIRES CLOSINGS DURING DAYTIME HOURS AND MUST BE APPROVED BY THE ENGINEER. No THIS APPLICATION IS INTENDED FOR A PLANNED Pe¥e) >on TEMPORARY CLOSING NOT TO EXCEED 360 MINUTES. TYPE Ill BARRICADES mo n> WITH TYPE A WARNING tid b nN W20-3 LIGHTS R3-1R OoWo R11-2 el M4—10R * \ wr ow wtO5 ow FOd ten Oo OO O OO OO OO 90 =O ea —_ [@) ° 2004, ae) en —_ 90° QO O OO O O O O 90° SOuw ex AX OOo wuno z — Qu Sa qoo Cag 9OT ing Ny E2>a e zQaa NN om o<te5 R3-1L == o<aga wt<ca oe) Oofo agk wc Oz raree} 2(S) 500’ 500 2500’ ROAD ROAD ROAD CLOSED CLOSED CLOSED CLOSED ROAD AHEAD 500 FT 1000 FT, % MILE DEPARTMENT OF PUBLIC WORKS KEY: is M.P.H. OFFICE OF HIGHWAY ENGINEERING DETAIL @. FLAGGER TYPICAL TEMPORARY ROAD CLOSURE O CHANNELIZING DEVICES DAYTIME MAINTENANCE OPERATIONS OF SIX HOUR DURATION TRAFFIC CONTROL FOR ON A 4—LANE ROADWAY AND FLAGGING IS PROVIDED WORK ZONE CONSTRUCTION WORK ZONE NON=PEAK_ TRAFFIC HOURS DETAIL Sheet No. TC-2 63501 PROJECT VI-0066¢ 015) TYPICAL APPLICATION: ONE WAY, TWO LANE ROADWAY, CLOSING ONE LANE USING FLAGGERS “SN Device spacing Flagger location (See Table) Drums Cones, type A ma / A A. \ 10’ (min.) | Wala / =< —__ Traffic flow Z A A OQ, &) O AQGG{| Q | O «— Traffic flow ON, Cc VARIABLE 100° (rain.) B (TERMINATION AREA (WORK AREA) ( BUFFER (TAPER AREA) (ADVANCE WARNING AREA) SPACE ) (See Sign Spacing Table) END G20-2A ROAD WORK | 48 * 24 LEFT LANE LEFT LANE LEFT LANE CLOSED CLOSED W20-7a w20—1 1000 '/Wwe0-3 1500 // 209-3 48” X 48” 18” X 48” 48” X 48” 48” X 48” 48” X 48” 1 0 W13-1 ” NUMBER OF SPACING TAPER O ENGTH CHANNELIZING DEVICES CHANNELIZING MAXIMUM MPH. 24” ¥ 24” (MINIMUM) REQUIRED DEVICES HORIZONTAL "L” (MINIMUM) (MAXIMUM) FORMULA K)THRU (2)THRU DETOUR Ww TAPER | TANGENT NOTES: 10’ 12’ ly 11’ 12’ OFFSET | OFFSET | OFFSET OFFSET | OFFSET | SECTION | SECTION (S=0) FT. (FT.) @ RECOMMENDED SIGNING TO BE USED THRU LANE TAPER IS (1) CW1—8 ON Road Type (FT) 70 75 80 20 40 EVERY OTHER DRUM. A B C 25 50 @_ RECOMMENDED SIGNING TO BE USED THRU TANGENT LANES IS (1) R4—7A Urban (30 MPH and less) 200 200 200 30 60 OR (1) R4—BA (AS APPLIES) ON EVERY OTHER DRUM. Urban (35 MPH and greater)| 350 350 350 = = L = TAPER LENGTH IN FEET Rural 500 | 500 | 500 rc 30 W = WIDTH OF OFFSET IN FEET 50 S = POSTED SPEED OR OFF-PEAK 85 PERCENTILE SPEED IN MPH 55 60 65 Distance Between Signs APPROACH |CHANNELIZING DEVICE SPEED SPACING (FT) (MPH) WORK AREA DEPARTMENT OF PUBLIC WORKS 25 50 OFFICE OF HIGHWAY ENGINEERING 30 60 DETAIL NOTES: 40 20 TRAFFIC CONTROL FOR 1. Final location and spacing of signs and devices may 45 90 be changed to fit field con uitons as approved by the CO. 50 100 CONSTRUCTION WORK ZONE Signs shown are for one direction only. Repeat the 58 100 DETAIL signing for the opposite direction. Sheet No TC-—3 63501 NOTES: 1. All lumber dimensions are nominal. 2. Paint all wood support members white. 3. Stripes on all barricades are 6 inches wide and sloped downward at a 45 degree angle toward the side of the barricade on which approaching traffic must pass. When the barricade is less than 3 feet wide the stripe width is 4 inches. 4. Sandbags may be used to provide additional stability to barricades. _ If used, sandbags are not to be placed higher than 12 inches above the ground. 5. Stripe both sides of all rail faces on barricades exposed to traffic from both directions. (2) TYPE A WARNING LIGHTS (AS REQUIRED) 4"-6" + TYPE lll BARRICADE (FIXED) TYPE Ill BARRICADE (MOVABLE) EOP—- N PLAN ROAD CLOSED usc —-|||— 6” wax.) \ Lose OF PAVEMENT (EOP) [=—— CENTERLINE OF PAVEMENT TYPE A WARNING LIGHTS (AS REQUIRED) ELEVATION ROAD CLOSED TO ALL TRAFFIC EOP—— | | ram is ROAD CLOSED THRU TRAFFIC —~|||—- 6” wax.) | loo 2 \L epee OF PAVEMENT PLAN (EOP) CENTERLINE OF PAVEMENT WARNING LIGHTS (AS REQUIRED) ELEVATION ROAD CLOSED TO ALL TRAFFIC SHEET | TOTAL REG TER PROJECT No. |SHEETS SE VI VI-0066¢ 015) Fel 54 a FLAG SIZE MIN. 18” X 18” TYPE A . WARNING LIGHT Zz (AS REQUIRED) = ” ” . 4-6 ** L : S 8” TO 12” ° ar | 2’ MIN. | ne) | | | TUF HIGH LEVEL WARNING DEVICE STOP * * * z = ® @ N CONES TYPE Il 18” MIN. TYPE C WARNING LIGHT (AS REQUIRED) BARRICADE 36” APPROX. DRUM HANNELIZING DEVICES AND HIGH LEVEL WARNING DEVICES “i s\ 18” 6"_ 16” C, 6” [STOR 7, 1/2"17, 1/2 1 18” LEGEND AND BORDER: WHITE (REFLECTORIZED) BACKGROUND: RED (REFLECTORIZED) 18” 6"_ 16” B, 6” 6 3/4716_ 1/41 18” SLOW: LEGEND AND BORDER AREA: BLACK (NON—REFLECTORIZED) i ) )>—BorDeR AREA BACKGROUND: ORANGE (REFLECTORIZED) STOP—SLOW_ PADDLE NOT TO SCALE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL TRAFFIC CONTROL FOR CONSTRUCTION WORK ZONE Sheet No. TC-4 DETAIL 63501 N\A Qn g 2 = & NN kK %o a | Q RURAL AREA ROAD |. CLOSED} °| rat al el 2’ | || s Min. _ ~S we Roadway 7S Eee ee eS [eat Sidewalk pei 6 a URBAN AREA -—— Sign panel Traffic Wood post (fixed) 18” VS 4b [> Holes (See table) Note: CS greater, signs are considered to be non—breakaway if multiple posts Llare 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 rt. , _ Maximum Sign Area — Sq. ] Post size) D |Hole Dio. iT poste Post® Postdt Posts 4” « 4” 4’ None Req'd 10 20 4” x 6) 4’ 1.5” 35 50 70 6” x 6" 5’ 2” 50 75 100 6” x 8" 5’ 3” 85 125 165 Side (See note 5) PORTABLE SIGNS For signs requiring 6”x6” posts and FLAG SIZE MIN. 16” X 16” 8’-0" MIN. HIGH LEVEL WARNING DEVICE SHEET | TOTAL REG TER PROJECT No. |SHEETS SE VI VI-0066¢ 015) Fee 34 Notes: 1. Wood posts are 4”x 4” unless otherwise indicated. 2. Mount signs that are wider than 3-feet or larger than 10 square feet on double posts. 3. All lumber dimensions are nominal. 4. The Contractor may submit alternate details for portable signs, however, sign mounts hold the sign face in a vertical plane. Portable signs may be mounted lower than fixed signs when approved by the CO. 5. When parking is permitted within 200 feet of the sign, mount the sign a minimum of 7 feet above the pavement surface. 6. When approved by the CO and the pea Company, utility poles may be used for sign mounting. 7. For posts greater than 4” x 4” 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 signs DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL TRAFFIC CONTROL FOR CONSTRUCTION WORK ZONE DETAIL Sheet No, [C=9 63501 REG | TER PROJECT a SE vi | vi-oo6eco1s» | Fe3 | 54 LOCATION PANEL SIZE TEXT SIZE SIGN TEXT CORNER|BORDER| MARGIN UPPER | LOWER NO. NO. SIGN TEXT STATION SIDE WIDTH |HEIGHT|] AREA RADII WIDTH | WIDTH |JNUMBER| CASE CASE | SERIES gotorn QUANTITY 10185 ay Suey REMARKS (IN) | CN.) | (SQ Ft) | cin.) | cin.) | CIN.) | (IN) | (IND | CIN.) BLACK 1 620-2 END 46 | 24 SEE NOTE 1 =| “ON 2 32 CONSTRUCTION ORANGE BLACK 2 |w20-7A 48 | 48 SEE NOTE 1 =| “ON 4 64 ORANGE 500 FEET BLACK 3 W20-1 48 48 ~~ SEE NOTE 1 = ON 2 32 ORANGE BLACK 4 W20-1 48 48 }~ SEE NOTE 1 _ ON 6 96 ORANGE BLACK 5 | w20-1 48 | 48 ~~ SEE NOTE 1 =| “ON 2 32 ORANGE BLACK 6 | w20-1 48 | 48 ~~ SEE NOTE 1 =| “ON 2 32 ORANGE ROAD BLACK 7 W21-4 WORK 48 48 };~ SEE NOTE 1 = ON 4 64 AHEAD ORANGE SUBTIOTAL | 22 352 DEPARTMENT OF PUBLIC WORKS OFFCE OF HIGHWAY ENGINEERING NOTES: DETAIL 1. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION FOR SIGN DIMENSIONS. CONSTRUCTION 2. LOCATION OF SIGNS WILL BE AS DIRECTED BY THE CO. SIGNS DETAIL Sheet No, [C76 63501 SHEET | TOTAL REG TER PROJECT NO. SHEETS SE VI VI-0066¢ 015) Fe4 54 LOCATION PANEL SIZE TEXT SIZE SIGN TEXT CORNER |BORDER| MARGIN UPPER | LOWER NO. NO. SIGN TEXT STATION | SIDE |WIDTH|HEIGHT] AREA | RADII | WIDTH | WIDTH NUMBER] CASE | CASE | SERIES goto QUANTITY 10085 By Suey REMARKS (IN.) | (IN.) | (SQ FT) | (IN.) (IN.) (IN.) (IN.) (IN.) (IN.) BLACK 8 W20-3 48 | 48 — SEE NOTE 1 — ON 4 64 ORANGE 9 Ww20-3 ROAD 48 | 48 ~~ SEE NOTE 1 = BONS 4 64 - CLOSED — - 500 FT ORANGE ROAD BLACK 10 W20-3 48 | 48 — SEE NOTE 1 = ON 2 32 CLOSED onNCE 1000 FT, AN BLACK 11 W20-3 48 48 SEE NOTE 1 = a 2 32 12 _ __| BLACK W20-3 LEFT LANE 48 48 |= SEE NOTE 1 = ORSNGE 2 32 13 — NOTE 1 a) ONS Ww20-3 LEFT LANE 48 | 48 SEE NOTE = once 2 32 BLACK 14 w20—3 48 | 48 SEE NOTE 1 = once 2 32 SUBTTOTAL | 18 288 DEPARTMENT OF PUBLIC WORKS OFFCE OF HIGHWAY ENGINEERING NOTES: 1. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION FOR SIGN DIMENSIONS. 2. LOCATION OF SIGNS WILL BE AS DIRECTED BY THE CO. DETAIL CONSTRUCTION SIGNS Sheet No, [O77 63501 REG | TER PROJECT SHEET | TOTAL. SE vi_ | vi-oo6ecois> | Fes | 54 LOCATION PANEL SIZE TEXT SIZE SIGN TEXT CORNER |BORDER| MARGIN UPPER | LOWER No. | NO. SIGN TEXT station | sive |wiDTH HEIGHT) AREA |“ RADI | WIDTH | WIDTH |NUMBER| CASE | CASE | SERIES] GOuy ANT TOTEG ay Suey REMARKS CIN.) | CIN.) | (SQ FT) | (IN) | CIN.) | CIN.) | CIN) | (IN) | (IN) BLACK 15 | w20-3 4a | 48 SEE NOTE 1 Noe 2 32 BLACK 16 | w20-3 LEFT LANE 4a | 48 SEE NOTE 1 1 Noe 2 32 BLACK 17 | w20-3 4a | 48 SEE NQTE 1 Noe 2 32 _ | BLACK 18 R11-2 ROAD CLOSED 48 18 ;—= SEE NOTE 1 = woe 2 18 ~ __| BLACK 19 | M4—10R 4s | 18 SEE NOTE 1 =) ce 2 12 BLACK 20 | M4—10L 48 | 30 — SEE NOTE 1 =) oN ce 2 12 BLACK 21 | R3-1R 24 | 24 SEE NOTE 1 Foe 1 4 SUBTTOTAL | 13 124 DEPARTMENT OF PUBLIC WORKS OFFCE OF HIGHWAY ENGINEERING NOTES: DETAIL 1. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION FOR SIGN DIMENSIONS. 2. LOCATION OF SIGNS WILL BE AS DIRECTED BY THE CO. CONSTRUCTION SIGNS Sheet No. TC—8 DETAIL 63501 REG | TER PROJECT SHEET | wOTAL SE VI vi-0066¢015> | Fee | 54 LOCATION PANEL SIZE TEXT SIZE SIGN TEXT CORNER |BORDER| MARGIN UPPER | LOWER NO. NO. SIGN TEXT STATION | SIDE |WIDTH|HEIGHT| AREA |~ RADI | WIDTH | WIDTH INUMBER| CASE | CASE. | SERIES otorn QUANTITY 10185 By Suey REMARKS (IN.) | iN.) | (SQ Ft) | (in) | CIN.) | CIN.) | (IN) | (IN) | CIN.) A) BLACK 22 | R3-1L 24 | 24 SEE NOTE 1 =| ON 1 4 ORANGE BLACK 48 | 48 SEE NOTE 1 =| ON 2 32 23 | W8-9aE ORANGE CENTERLINE AND 48 | 30 SEE NOTE 1 a! NN 2 20 24 _ — - W20-8 NO PASSING ZONEI ORANGE NOT MARKED 25 | wi3-1 25 24 | 30 SEE NOTE 1 m| On’ 4 20 ORANGE M. P. H. 1 0) BLACK 26 | W13-1 24 | 30 SEE NOTE 1 =| ON 6 30 MP. H, ORANGE BLACK LOOSE 48 | 48 SEE NOTE 1 =| ON 4 64 27 W8-7 GRAVEL ORANGE 28 FLAG BLACK 18 | 18 SEE NOTE 1 =| ON 9 9 ORANGE SUBTTOTAL | 28 179 DEPARTMENT OF PUBLIC WORKS OFFCE OF HIGHWAY ENGINEERING NOTES: TOTAL | 91 943 DETAIL 1. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION FOR SIGN DIMENSIONS. CONSTRUCTION 2. LOCATION OF SIGNS WILL BE AS DIRECTED BY THE CO. SIGNS DETAIL Sheet No, [C79 63501