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IFB013DPWC18C PLAN VI 0081002 SION VALLEY

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Contracts & Procurement
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dpp.vi.gov (Property and Procurement contracts)
Kind
Contract
Date
2024-02-06
Pages
97
Text
Native Text

9 DESCRIPTION OF PROJECT: PAVEMENT REHABILITATION, RESTORATION, RESURFACING, DRAINAGE IMPROVEMENTS SIDEWALK SIGNALIZATION AND OTHER Y r PROJECT LENGTH > MISCELLANEOUS WORK DE A 4 AWaal Vit EF IN sl > l a Vv PLANS FOR THE CONSTRUCTION OF ROUTE 81: 2.51 MILES SION VALLEY ROAD PAVEMENT PRESERVATION Q FUNCTIONAL cLass} ROUTE 81 RURAL COLLECTOR ROAD ADT. .cccscceesseeeees 3,220 DHV..... we. 610 Deseeeessseceee 50/50 V(MPH)....cceecceeee 35 En ceccsecesseeeesseeeees 2% LEGEND WV WATER VALVE WM WATER METER WL WATER LINE HYD HYDRANT Os POWER POLE Fed LIGHT POLE FENCE LINE BARBED WIRE LINE GUARDRAIL o BOUNDRY @ EXISTING TREE —s- EXISTING SIGN SALTPOND =p NEW SIGN —reen— UNDERGROUND TELEPHONE LINE UNDERGROUND ELECTRICAL LINE UNDERGROUND TELEPHONE LINE UNDERGROUND WASTE LINE UNDERGROUND ELECTRICAL LINE MANHOLE UNDERGROUND VINGN DATA LINE MANHOLE UNDERGROUND COMMUNICATION LINE MANHOLE REINFORCED CONCRETE PAVEMENT seo So © © © BSS PAVED ~WATERWAY TYPE IV YG 9=ROADWAY RECONSTRUCTION ASPHALT PAVEMENT MILLING iY RIP RAP CLASS Ill fam «= EMBANKMENT CONSTRUCTION CONCRETE SIDEWALK CONCRETE SIDEWALK & S …

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9 DESCRIPTION OF PROJECT: PAVEMENT REHABILITATION, RESTORATION, RESURFACING, DRAINAGE IMPROVEMENTS SIDEWALK SIGNALIZATION AND OTHER Y r PROJECT LENGTH > MISCELLANEOUS WORK DE A 4 AWaal Vit EF IN sl > l a Vv PLANS FOR THE CONSTRUCTION OF ROUTE 81: 2.51 MILES SION VALLEY ROAD PAVEMENT PRESERVATION Q FUNCTIONAL cLass} ROUTE 81 RURAL COLLECTOR ROAD ADT. .cccscceesseeeees 3,220 DHV..... we. 610 Deseeeessseceee 50/50 V(MPH)....cceecceeee 35 En ceccsecesseeeesseeeees 2% LEGEND WV WATER VALVE WM WATER METER WL WATER LINE HYD HYDRANT Os POWER POLE Fed LIGHT POLE FENCE LINE BARBED WIRE LINE GUARDRAIL o BOUNDRY @ EXISTING TREE —s- EXISTING SIGN SALTPOND =p NEW SIGN —reen— UNDERGROUND TELEPHONE LINE UNDERGROUND ELECTRICAL LINE UNDERGROUND TELEPHONE LINE UNDERGROUND WASTE LINE UNDERGROUND ELECTRICAL LINE MANHOLE UNDERGROUND VINGN DATA LINE MANHOLE UNDERGROUND COMMUNICATION LINE MANHOLE REINFORCED CONCRETE PAVEMENT seo So © © © BSS PAVED ~WATERWAY TYPE IV YG 9=ROADWAY RECONSTRUCTION ASPHALT PAVEMENT MILLING iY RIP RAP CLASS Ill fam «= EMBANKMENT CONSTRUCTION CONCRETE SIDEWALK CONCRETE SIDEWALK & STRUCTURAL FILL THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS FP—14. SECTION W (CONSTRUCTION PLANS) ATTACHMENT 1 PROJECT NO. VI-0081(002) ROUTE 81 ROUTE 81 BUCK ISLAND SALT RIVER BAY ISLAND OF ST. CROIX NOT TO SCALE INDEX TO SHEETS DESCRIPTION TITLE SHEET GENERAL LOCATION MAP SUMMARY OF QUANTITIES GENERAL NOTES TYPICAL CROSS SECTIONS PLAN SION VALLEY ROAD UTILITY RELOCATION PLAN ROW PLAN STANDARD DETAILS TEMPORARY TRAFFIC CONTROL SIGNALIZATION STANDARD DETAILS SION FARM HAND RAILING ANAAAAAAAAANAAAAAAAAAANANANAAAAAANAARARANANAANANANANAASANSANANARASSSASASASSRD Pol UDAI INT LL Virgin Island U.S STJOHN EAST END BAY PRIVATEER BAY STTHOMAS ST CROIX DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING 6002 ESTATE ANNA’S HOPE ST. CROIX, USVI Approved: Nelson Petty ur. PE Date Commissioner Department of Public Works DESIGNED BY: OFFICE OF HIGHWAY ENGINEERING VI-0081(00 | <=» ( Sa ee — son [a *% «it are *: = oe a _ re rs \. Bin 8% ae ee at be i = ie A + a & w we a as a. AL — all ‘ae s@ ee :. a i) %. nit a cat cu i= eo 2th oF it te me™e * 1 rage? a oH % : 5 a, a sal) “a } Ps w= Puy » = * Sow D Wa et! -\ a? , * toe ote ~) bs ¥ CP" t wf (= hoe Pe oh Te | om ee. aan i is th es eo (~ ae eS] a a® x oe ee ee ao * ieee “ip = S pe Sh a Fe 41 a! ah aS #. oe oe $ a* au Me any "6 3} se o% o aan pe, aan a +" $ «em — = om SF ~ \e as ‘aeons \ yp “* o = wie rs oe Ae aa Bo« a er 5 % @ar ‘. tie i «\ ce — Yor wee Sai ets Bs a* A #35 See cae €- ae oe he! a Pl te Lee! a aaa 2 eu ae e a « he ‘ ad oe ve “* AS me \ er \- a Ty oo wer ae a 4 we a. t wt a @* an | Aa BOE os og 1S AR... el She tea ma ind ®), by ay ane * ‘we oye, | ‘ jae | \* We vi. io at ae a ie PT ae ~ * *, aa +) 4 4 7 >» wl 2° ; he a en" a ra Woy te 2 MK a 2 Va iu Je “a a> — a re, |) Ad %. >. md oe i ow o *¥ oe on" Le tele \ af 2 ae — \e ayy 70% Mey > ee Ba $4 rk\ 9° a? of ) —- \a Mah «gt fa ne ‘eS ane # t i ae \e A 74 a plow + —— Cy i” +e \ i re care =o = ‘4 i \s ~ ml na Ve + mate —_ < = iw =a i> we ss — a ». aa “ 1 bo) - ye ~~ ae Sy ei ov OH Wy) | wh Via Ae mes ie ~~ =~ — ¥ rea mi at oS & ah, 4. <a Pry ts == e. aw a’ . Wha Ar a) 4” va ‘m eer whe ‘ = 4 1. « “4 a 3) \e }. x, al | ‘Clairmont Salt Rwer, Hams Bay Canebay Betzys Prosperity Jewell Canaan Little Golf (Course Buccaneer, *Carden Teagues) ‘Knight Butler Bay Annaly Fountain = Altona Solitude Bay, Slob) Nicholas Christiansted Uagaon Catharinas Wiliam Hard Labour, & Country/Club Carambola)Golf Butzberg lope {yaar Bed§ton Hl,Contentment Recovery Hill Cotton Madame St Croix Ryan Grove Clifton Hill Bugbyhole Profit Cathrines Rest 4 Pl Great Frederiksted = ond|Bay Tw Wheel of Fortune ones we oa) Blessing Diamond Brother Arguilia Canégatden Keturali Whim. Cartton ‘Ane Bay Westend Camporico Good Hope Cooper Saltpond, DEPARTMENT OF PUBLIC WORKS andy Point OFFICE OF HIGHWAY ENGINEERING 750 375 750 1500 ROUTE 81 (IN FEET ) LOCATION 1 inch = 750 ft. REG STATE PROJECT SHEET TOTAL NO. SHEETS SE VI VI-0081(002) B1 97 ROUTE & LOCATION RT81 ITEM NO. DESCRIPTION UNIT SION VAL TOTAL ITEM NO. DESCRIPTION UNIT TOTAL 15101 Mobilization L.S. 1 1 61101(A) Adjust Water Valves EA. 3 15201 Construction Survey & Stakeout L.S. 1 1 61101(B) Adjust Water Meter Box EA. 10 15401 Contractor Sampling and Testing L.S. 1 1 61501 Porltand Cement Concrete Sidewalk S.Y. 4,600 15701(A) Soil Erosion Control - Silt Fence L.F. 2,500 2,500 61701 Guardrail - Guardail Type W-Beam and Rounded Ends L.F. 40 15701(B) Soil Erosion Control - Temporary Inlet Protection Type C EA. 6 6 61901 Remove and Construct New Chain Link Fence L.F. 850 15901 On The Job Training LS 1 1 63301(A) Permanent - New Sign Aluminum Panels, Type IX Sheeting S.F. 1,040 20101 Clearing and Grubbing - Clear ROW and Tree Removal MI. 1.5 1.5 63301(B) Permanent - Sign Remove and Reset EA. 6 20301(A) Removal of Structure - Removal of Headwall and Basin EA. 4 4 63401(A) Permanent Markings - Thermoplastic, Type H(6" White) L.F. 30,400 20301(B) Removal of Structure - Removal of 18" and 24" Pipe Culvert L.F. 80 80 63401(B) Permanent Markings - Thermoplastic, Type H(4" Yellow) L.F. 28,200 20301(C) Removal of Structure - Removal of Sidewalk S.Y. 300 300 63401(C) Permanent Markings - Thermoplastic, Type H(24" Wht/Ylw) L.F. 1,250 20301(D) Removal of Structure - Removal of Chain Link Fence L.F. 850 850 63401(D) Permanent Markings - Raised Pavement Markers (Arrows) S.F. 400 20401 Roadway Excavation - Ditch Slope, Grade and Shape C.Y. 250 250 63401(E) Permanent Markings - Raised Pavement Markers (Wht/Ylw) EA. 2,500 20901 Structural Backfill Foundatuion for Sidewalk C.Y. 3,140 3,140 63501(A) Temporary Traffic Control - Barricade, Type III EA. 6 25101 Grouted Rip Rap, Class II C.Y. 50 50 63501(B) Temporary Traffic Control - Cone, (36" Height) EA. 80 30101 Untreated Aggregate Courses, Aggregate Grading "C" 15" D S.Y. 80 80 63501(C) Temporary Traffic Control - Construction Signs S.F. 950 30301 Road Reconditioning of Shoulders and Ditches L.F. 11,500 11,500 63501(D) Temporary Traffic Control - Drums, Type III Retroreflective EA. 125 40301(A) WACP, Class-"A",Grading-"C"(Surface Course) - 2" TON 4,000 4,000 63501(E) Temporary Traffic Control - Warning Light Type "A" EA. 40 40301(B) WACP, Class-"A",Grading-"C"(Base Course) - 4" TON 300 300 63601(A) Signal, Lighting, and Electrical System- Complete Traffic Sys. L.S. 1 40301(C) WACP, Class-"A",Grading-"C"(Wedge and Leveling ) TON 2,934 2,934 63601(B) Electrical System- 14 AWG, 19 Conductor Electrical Wire L.F. 500 41102 Asphalt Prime Coat, Grade RS-1 GAL. 750 750 63601(C) Electrical System- 14 AWG, 7 Conductor Electrical Wire L.F. 1,200 41202 Asphalt Tack Coat, Grade RS-1 GAL. 6,500 6,500 63601(D) Electrical System- 3" PVC Schedule 80 Conduit, Concreted L.F. 400 41301 Asphalt Milling 1" to 4" Depth S.Y. 2,900 2,900 63601(E) Electrical System- 2" PVC Schedule 80 Conduit, Concreted L.F. 250 41801 Asphalt Concrete Pavement Patching FDP-1 S.Y. 4,200 4,200 63601(F) Electrical System- Traffic Camera Video Detection System EA. 4 50101 Minor Concrete Pavement- Low Water Crossing S.Y. 310 310 63601(G) Electrical System- Pull box Type I EA. 8 50201 Concrete Pavement Restoration Full depth Patching S.Y. 825 825 64601 Sidewalk Pedestrian Handrails L.F. 1,700 60101 Minor Concrete Structures - Headwall C.Y. 18 18 60201(A) Culverts and Drains-18" Reinforced Concrete Pipe, Class-IV L.F. 900 900 60201(B) Culverts and Drains-30" x19" Elliptical Pipe, Class-IV L.F. 384 384 60401(A) Inlets Type 6A-6 w/3'x2' Metal Frame & Grate EA. 7 7 60401(B) Inlets Type 5B w/4'x4' Metal Frame & Grate EA. 8 8 60401(C) Inlets Type 4D Gutter Plate, Curb Box, Solid Lid EA. 8 8 60401(D) Maniole - Adjust Manhole Ring EA. 27 27 60801 Paved Waterway, Type 4 S.Y. 1,750 1,750 60901(A) Curb and Gutter 7" Depth L.F. 6,980 6,980 60901(B) Concrete Curb 18" Depth L.F. 950 950 SEE GENERAL NOTES WHICH APPLY TO THESE ITEMS ON SHEET B-2 DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING SUMMARY OF PAY QUANTITIES 400 250 4 8 1,700 1 500 1,200 950 125 40 28,200 6 80 850 1,040 6 1,250 2,500 30,400 400 10 3 4,600 40 SION VALLEY ROAD PAVEMENT REHABILITATION AND DRAINAGE ROUTE & LOCATION RT81 SION VAL BLANK SION VALLEY ROAD PAVEMENT 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 SUBSIDIARY TO ITEM 63501. 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 CONTACTING 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 FULL DEPTH RECONSTRUCTION SHALL INCLUDE REMOVAL AND DISPOSAL OF ALL ASPHALT PAVEMENT AT AREAS TO BE RECONSTRUCTED AND PATCHED. ITEM 50101 AND 50201 SHALL INCLUDE ALL SAW CUTTING NECESSARY TO OBTAIN A NEAT EDGE, REMOVAL AND DISPOSAL OF CONCRETE, AND ANY NECESSARY EXCAVATION. 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 THE FP-14. AS PART OF THE EDC INITIATIVE THIS PROJECT REQUIRES WARM MIX ASPHALT PAVEMENT TO BE USED FOR ITEMS 40301(A). THE CONTRACTOR WILL BE REQUIRED TO PRODUCE, PLACE, AND COMPACT ASPHALT PAVEMENT BETWEEN 30° TO 120° LOWER THAN HOT MIX ASPHALT PAVEMENT. PROJECT REHABILITATION ROUTE 8&1 ¥-0081(002) AS PART OF THE EDC INITIATIVE THIS PROJECT REQUIRES THAT SAFETY EDGE BE USED ON THIS PROJECT FOR ITEMS 40301(A). GUARDRAIL FOR THIS PROJECT WILL BE W-BEAM TYPE Il, CLASS B. THE COST FOR PLACING LONGER POSTS WHERE REQUIRED WILL BE SUBSIDIARY TO 61701(A). ITEM 40301(C) WEDGE AND LEVELING SHALL BE USED AS NECESSARY WITH THE APPROVAL FROM THE CO PRIOR TO PLACING ASPHALT. THE CONTRACTOR SHALL NOT PLACE WEDGE AND LEVELING ASPHALT COURSE AT AREAS THAT WERE RECONSTRUCTED UNLESS DIRECTED TO DO SO BY THE CO. ITEM 20101 INCLUDES REMOVAL OF TREES AND TREE STUMPS. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING GENERAL NOTES PROJECT COMPACT GRANULAR FILL MATERIAL. CONSTRUCT CONCRETE SIDEWALK WITH #1(6X6) W.W.M.(6” DEPTH). COMPACT 6” AGGREGATE BASE GRADING ”C”. VI-0081(002) r— CONSTRUCT PORTLAND CEMENT CONCRETE CURB & GUTTER. -—— COMPACT 6” AGGREGATE BASE GRADING ”C”. EXISTING ROADWAY ASPHALT WEARING COURSE 2”. r—— EXISTING ROADWAY AGGREGATE BASE 3”. TACK COAT, GRADE RS-1. r—— 1%” DEPTH OF WACP, CLASS—A, GRADING—E(SURFACE COURSE) TYPE IV SMOOTHNESS. ¢ | | | | VARIES VARIES RECONDITION SHOULDER TO DRAIN. PLACE AND COMPACT AN APPROVED GRANULAR FILL MATERIAL. 4d — — 4 VARIES £11.0° 411.37 VARIES SOUTHBOUND LANE NORTHBOUND LANE EARTH DITCH T CURB & SIDEWALK GUTTER VARIES VARIES EXISTING +30 ’ ROW @ ROUTE 81 TYPICAL SECTION RECONDITIONING ROADWAY OVERLAY STA. 00+00 TO 14+00 COMPACT GRANULAR FILL MATERIAL. CONSTRUCT, CONCRETE SIDEWALK WITH jf1(6X6) W.W.M.(4" DEPTH). COMPACT 6” AGGREGATE BASE GRADING °C”. r— CONSTRUCT PORTLAND CEMENT CONCRETE CURB & GUTTER. -—— COMPACT 6” AGGREGATE BASE GRADING ”C”. EXISTING ROADWAY ASPHALT WEARING COURSE 2”. r—— EXISTING ROADWAY AGGREGATE BASE 3”. TACK COAT, GRADE RS-1. [—— 1%” DEPTH OF WACP, CLASS—A, GRADING—E(SURFACE COURSE) TYPE IV SMOOTHNESS. ¢ CONSTRUCT CONCRETE WATERWAY AS SHOWN ON PLAN (6” THICK) WITH #1 W.W.M. REINFORCEMENT 6”X6”, 4000PSI CONCRETE SLOPE TO DRAIN. [——— PLACE AGGREGATE BASE GRADING ”C” (6” DEPTH MIN.). DEPARTMENT OF PUBLIC WORKS «_| VARs so a. 0 OFFICE OF HIGHWAY ENGINEERING I SOUTHBOUND LANE NORTHBOUND LANE CONCRETE SIDEWALK une & WATERWAY VARIES VARIES PARAPET EXISTING +30 ' ROW TYPICAL CROSS SECTION 2) ROUTE 81 TYPICAL SECTION RECONDITIONING ROADWAY OVERLAY STA. 22+00 TO 28+00 ROUTE 81 NOT TO SCALE NOT TO SCALE COMPACT GRANULAR FILL MATERIAL. INSTALL HANDRAIL 29+50 10 344 00(SEE DETAIL). . CONSTRUCT CONCRETE SIDEWALK WITH f1(6X6) W.W.M.(4” DEPTH). COMPACT 6” AGGREGATE BASE GRADING °C”. r— CONSTRUCT PORTLAND CEMENT CONCRETE CURB & GUTTER. -—— COMPACT 6” AGGREGATE BASE GRADING ”C”. .-————————— WEDGE AND LEVEL ROADWAY. EXISTING ROADWAY ASPHALT WEARING COURSE 2”. r—— EXISTING ROADWAY AGGREGATE BASE 3”. TACK COAT, GRADE RS-1. -—— 2” DEPTH OF WACP, CLASS—A, GRADING—E(SURFACE COURSE) TYPE IV SMOOTHNESS. TACK COAT, GRADE RS-1. r—— 4” DEPTH OF WACP, CLASS—A, GRADING—C(BASE COURSE). r— MILL EXISTING ASPHALT 4” DEPTH 3’ WIDTH(BEGIN AT 28+00. i SLOPE TO DRAIN. | 4 VARIES £11.0° #11.0° 4.0° CURB &! SOUTHBOUND LANE NORTHBOUND LANE CONCRETE GUTTER WATERWAY VARIES PARAPET SIDEWALK VARIES EXISTING +30 ’ ROW Q) ROUTE 81 TYPICAL SECTION RECONDITIONING ROADWAY OVERLAY STA. 28+00 TO 43+50 EXCAVATE AND COMPACT STRUCTURAL FILL MATERIAL. CONSTRUCT, CONCRETE SIDEWALK WITH i#1(6X6) W.W.M.(4" DEPTH). COMPACT 6” AGGREGATE BASE GRADING "C”. r— CONSTRUCT PORTLAND CEMENT CONCRETE CURB & GUTTER. [—— COMPACT 6” AGGREGATE BASE GRADING ”C”. .-————————— WEDGE AND LEVEL ROADWAY. EXISTING ROADWAY ASPHALT WEARING COURSE 2”. r—— EXISTING ROADWAY AGGREGATE BASE 3”. TACK COAT, GRADE RS-1. r—— 2” DEPTH OF WACP, CLASS—A, GRADING—-E(SURFACE COURSE) TYPE IV SMOOTHNESS. TACK COAT, GRADE RS-1. r—— 4” DEPTH OF WACP, CLASS—A, GRADING—C(BASE COURSE). r— MILL EXISTING ASPHALT 4” DEPTH 3’ WIDTH. | 4-6" VARIES £11.0° #11.0° 4.0° CURB &! SOUTHBOUND LANE NORTHBOUND LANE CONCRETE GUTTER WATERWAY VARIES VARIES PARAPET EXISTING +30 ' ROW (4) ROUTE 81 TYPICAL SECTION RECONDITIONING ROADWAY OVERLAY STA. 45+50 TO 52+50//54+00 TO 59+10 SIDEWALK PROJECT VI-0081(002) | CONSTRUCT CONCRETE WATERWAY AS SHOWN ON PLAN (6” THICK) | rere) i WITH #1 W.W.M. REINFORCEMENT 6”X6”, 4000PSI CONCRETE ~\ 7 [—— PLACE AGGREGATE BASE GRADING ”C” (6” DEPTH MIN.). i | F CONSTRUCT CONCRETE WATERWAY AS SHOWN ON PLAN (6” THICK) | rere) | WITH #1 W.W.M. REINFORCEMENT 6”X6”, 4000PSI CONCRETE ™~.7 SLOPE TO DRAIN. [-——— PLACE AGGREGATE BASE GRADING ”C” (6” DEPTH MIN.). DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING TYPICAL CROSS SECTION ROUTE 81 PROJECT COMPACT GRANULAR FILL MATERIAL. CONSTRUCT, CONCRETE SIDEWALK WITH E'SEx8) W.W.M.(4” DEPTH). COMPACT 6” AGGREGATE BASE GRADING “C’”. r— CONSTRUCT PORTLAND CEMENT CONCRETE CURB & GUTTER. -—— COMPACT 6” AGGREGATE BASE GRADING ”C”. >—————— WEDGE _ AND LEVEL ROADWAY. EXISTING ROADWAY ASPHALT WEARING COURSE 2”. -—— EXISTING ROADWAY AGGREGATE BASE 3”. TACK COAT, GRADE RS-1. r—— 2” DEPTH OF WACP, CLASS—A, GRADING-E(SURFACE COURSE) TYPE IV SMOOTHNESS. TACK COAT, GRADE RS-1. r—— 4” DEPTH OF WACP, CLASS—A, GRADING—C(BASE COURSE). r— MILL EXISTING ASPHALT 4” DEPTH 3° WIDTH. VI-0081(002) | | I | —d | I | | | | | CONSTRUCT CONCRETE WATERWAY AS SHOWN ON PLAN (6” THICK) WITH #1 W.W.M. REINFORCEMENT 6”X6”, 4000PSI CONCRETE SLOPE TO DRAIN. -—— PLACE AGGREGATE BASE GRADING ”C” (6” DEPTH MIN.). 4 VARIES 411.0’ I SOUTHBOUND LANE NORTHBOUND LANE " CONCRETE ! SIDEWALK GURB & WATERWAY VARIES VARIES PARAPET EXISTING +30 ’ ROW 5) ROUTE 81 TYPICAL SECTION RECONDITIONING ROADWAY OVERLAY STA. 43+50 TO 45+50//52+50 TO 54+00//63+50 TO 65+00 INSTALL HANDRAIL 66+50 TO 77+00(SEE DETAIL). . CONSTRUCT, CONCRETE SIDEWALK WITH E'SGxe) W.W.M.(4” DEPTH). COMPACT 6” AGGREGATE BASE GRADING “C”. f>—— EXCAVATE AND COMPACT STRUCTURAL FILL MATERIAL. r— CONSTRUCT PORTLAND CEMENT CONCRETE CURB & GUTTER(4000psi). -—— COMPACT 6” AGGREGATE BASE GRADING ”C”. EXCAVATE ROADWAY 17” DEPTH OR AS DIRECTED BY THE CO (FDP—TYPE 1). PLACE AGGREGATE SUBBASE GRADING ”C” (15” DEPTH). 2” DEPTH OF WACP, CLASS—A, GRADING—C(BASE COURSE). TACK COAT, GRADE RS-1. [—— 2” DEPTH OF WACP, CLASS—A, GRADING-E(SURFACE COURSE). ¢ RECONDITION SHOULDER TO DRAIN. PLACE AND COMPACT AN APPROVED GRANULAR FILL MATERIAL. 45° VARIES #11.0° 411.0’ SIDEWALK "CURB. a! SOUTHBOUND LANE NORTHBOUND LANE DEPARTMENT OF PUBLIC WORKS VARIES VARIES OFFICE OF HIGHWAY ENGINEERING EXISTING +30 ’ ROW TYPICAL CROSS SECTION © ROUTE 81. TYPICAL SECTION FULL DEPTH RECONSTRUCTION(FDP-1) STA. 65+00 TO 71+05//72+10 to 78+50 ROUTE 81 NOT TO SCALE INSTALL HANDRAIL 66+50 TO 77+00(SEE DETAIL). . CONSTRUCT, CONCRETE SIDEWALK WITH fioe) [W.M.(4” DEPTH). COMPACT 6” AGGREGATE BASE GRADING "C”. -—— EXCAVATE AND COMPACT STRUCTURAL FILL MATERIAL. r— CONSTRUCT PORTLAND CEMENT CONCRETE CURB & GUTTER(4000psi). r—— COMPACT 6” AGGREGATE BASE GRADING ”C”. EXCAVATE ROADWAY 17” DEPTH OR AS DIRECTED BY THE CO (FDP—TYPE 1). PLACE AGGREGATE SUBBASE GRADING "C” (15” DEPTH). 2” DEPTH OF WACP, CLASS—A, GRADING-C(BASE COURSE). TACK COAT, GRADE RS-1. [—— 2” DEPTH OF WACP, CLASS—A, GRADING-E(SURFACE COURSE). ¢ RECONDITION SHOULDER TO DRAIN. PLACE AND COMPACT AN APPROVED GRANULAR FILL MATERIAL. 411.0" NORTHBOUND LANE 45° VARIES #11.0° SIDEWALK "curs a! SOUTHBOUND LANE GUTTER VARIES VARIES EXISTING +30 ’ ROW M) ROUTE 81 TYPICAL SECTION FULL DEPTH RECONSTRUCTION (FDP-1) STA. 71+05 TO 72+10 COMPACT GRANULAR FILL MATERIAL. CONSTRUCT CONCRETE SIDEWALK WITH E'SEx6) W.W.M.(4” DEPTH). COMPACT 6” AGGREGATE BASE GRADING "C”. SAW CUT ALONG SWALE/SIDEWALK JOINT PRIOR TO DEMOLITION. EXISITING CONCRETE WATERWAY 4” DEPTH. r—— EXISTING AGGREGATE BASE 5” DEPTH. EXCAVATE 20” BELOW EXISTING ROADWAY. STABILIZE SUBGRADE (CONCRETE RESTORATION). PLACE AGGREGATE SUBBASE GRADING ”C” (15” DEPTH). r—— CONSTRUCT CONCRETE PAVEMENT WHERE SHOWN ON PLAN (8” THICK) WITH #4 REINFORCEMENT ON 12” CENTERS, 4000PSI CONCRETE. EXISTING ROADWAY CONCRETE PAVEMENT 6”COURSE. r—— EXISTING ROADWAY AGGREGATE BASE 6” DEPTH. EXISITING CONCRETE WATERWAY 4” DEPTH. EXISTING CONCRETE SIDEWALK. PROJECT VI-0081(002) 4 2 DEPARTMENT OF PUBLIC WORKS 10.0" 1.0" [2 OFFICE OF HIGHWAY ENGINEERING / SIDEWALK GUTTER! SOUTHBOUND LANE NORTHBOUND LANE VARIES VARIES ROUTE 81 TYPICAL SECTION RESTORATION CONCRETE PATCHING STA. 78+50 TO 83+40//84+15 to 89+00 NOT TO SCALE EXISTING +30’ ROW TYPICAL CROSS SECTION ROUTE 381 4 COMPACT GRANULAR FILL MATERIAL. CONSTRUCT CONCRETE SIDEWALK WITH E'S8x6) W.W.M.(4” DEPTH). COMPACT 6” AGGREGATE BASE GRADING °C”. CONSTRU' wi i] CT CONCRETE WATERWAY AS SHOWN ON PLAN TH #1 W.W.M. REINFORCEMENT 6”X6”, 4000PSI CONCRE [—— PLACE AGGREGATE BASE GRADING "C” (6” DEPTH MIN.). (" THICK). 2 £11.0° 411.0’ EXCAVATE 20” BELOW EXISTING ROADWAY. STABILIZE SUBGRADE (CONCRETE RESTORATION). PLACE AGGREGATE SUBBASE GRADING ”C” (15” DEPTH). f—— CONSTRUCT CONCRETE PAVEMENT WHERE SHOWN ON PLAN WITH #4 REINFORCEMENT ON 12” CENTERS, 4000PSI CONCRETE. 8” THICK) EXISTING CONCRETE WATERWAY 4” DEPTH. EXISTING CONCRETE SIDEWALK. [SIDEWALK GUTTER! VARIES SOUTHBOUND LANE NORTHBOUND LANE VARIES ROUTE 81 +12.0° EXISTING +32’ ROW STA.83+40 TO 84+15 TYPICAL SECTION RESTORATION CONCRETE PAVEMENT EXCAVATE 20” BELOW EXISTING ROADWAY. STABILIZE SUBGRADE (CONCRETE RESTORATION). PLACE AGGREGATE SUBBASE GRADING ”C” (15” DEPTH). f>—— CONSTRUCT CONCRETE PAVEMENT WHERE SHOWN ON PLAN 8” THICK) WITH #4 REINFORCEMENT ON 12” CENTERS, 4000PSI CONCRETE. #12.0° Ee 18” EXISTING ROADWAY CONCRETE PAVEMENT 6”COURSE. r—— EXISTING ROADWAY AGGREGATE BASE 6” DEPTH. PROJECT VI-0081(002) 3.5 SOUTHBOUND LANE NORTHBOUND LANE VARIES VARIES DITCH! SIDEWALK | DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING NOT TO SCALE 40) ROUTE 81 TYPICAL SECTION RESTORATION CONCRETE PATCHING STA. 88+95 TO 89+10//89+40 TO 95+45//95+85 TO 96+32//96+65 TO 98+00 EXISTING +30’ ROW TYPICAL CROSS SECTION ROUTE 81 PROJECT VI-0081(002) EXCAVATE 20” BELOW EXISTING ROADWAY. STABILIZE SUBGRADE—CONCRETE RESTORATION. PLACE AGGREGATE SUBBASE GRADING "C” (15” DEPTH). r—— CONSTRUCT CONCRETE PAVEMENT WHERE SHOWN ON PLAN (8” THICK) WITH #4 REINFORCEMENT ON 12” CENTERS, 4000PSI CONCRETE. £12.0° #12.0' | 18” 35° SOUTHBOUND LANE NORTHBOUND LANE DITCH SIDEWALK | VARIES VARIES EXISTING +30’ ROW 44) ROUTE 81 TYPICAL SECTION RESTORATION CONCRETE PAVEMENT STA. 89+10 TO 89+40//95+45 TO 95+85//96+35//96+65 r— RECONDITION SHOULDER TO DRAIN. PLACE AND COMPACT AN APPROVED GRANULAR FILL MATERIAL. EXCAVATE ROADWAY 17” DEPTH OR AS DIRECTED BY THE CO (FDP—TYPE 1). PLACE AGGREGATE SUBBASE GRADING "C” (15” DEPTH). 2” DEPTH OF WACP, CLASS—A, GRADING-C(BASE COURSE). TACK COAT, GRADE RS-1. [—— 2” DEPTH OF WACP, CLASS—A, GRADING—-E(SURFACE COURSE) ¢ RECONDITION SHOULDER TO DRAIN. PLACE AND COMPACT AN APPROVED GRANULAR FILL MATERIAL. VARIES VARIES L— VARIES #10.5' #10.5" VARIES SOUTHBOUND LANE NORTHBOUND LANE DEPARTMENT OF PUBLIC WORKS biTcH Diver OFFICE OF HIGHWAY ENGINEERING VARIES VARIES EXISTING +30 ’ ROW TYPICAL CROSS SECTION ROUTE 81 42) ROUTE 81 TYPICAL SECTION FULL DEPTH RECONSTRUCTION (FDP-1) STA. 102+00 TO 105+50//115+80 TO 117+80//121+60 TO 123+15//129+75 TO 131+90 NOT TO SCALE PROJECT CONSTRUCT STRUCTURAL CONCRETE WATERWAY AS SHOWN ON PLAN (6” THICK)WITH #1 W.W.M. REINFORCEMENT 6”X6”, 4000PSI CONCRETE SLOPE TO DRAIN. VI-0081(002) PLACE AGGREGATE BASE GRADING ”C” (6” DEPTH MIN.). EXCAVATE ROADWAY 17” DEPTH OR AS DIRECTED BY THE CO (FDP—TYPE 1). PLACE AGGREGATE SUBBASE GRADING ”C” (15” DEPTH). 2” DEPTH OF WACP, CLASS—A, GRADING-C(BASE COURSE). TACK COAT, GRADE RS-1. [—— 2” DEPTH OF WACP, CLASS—A, GRADING—-E(SURFACE COURSE) ¢ RECONDITION SHOULDER TO DRAIN. PLACE AND COMPACT AN APPROVED GRANULAR FILL MATERIAL. EXISTING BITUMINOUS -—————— EXCAVATE ROADWAY 17” DEPTH OR AS DIRECTED BY THE CO (FDP—TYPE 1). CONCRETE PAVEMENT COMPACT AGGREGATE BASE GRADING ”C” 15” DEPTH SAW CUT OR MILL PAVEMENT PLACE WARM MIX ASPHALT CONCRETE(BASE) 2” TO 3” THICK EXISTING POTHOLE , SAW CUT OR MILL PAVEMENT 4 +10.5 #10.5" VARIES t EXISTING BITUMINOUS CONCRETE PAVEMENT WATERWAY | SOUTHBOUND LANE NORTHBOUND LANE EARTH VARIES VARIES 12” MIN. 12” MIN, EXISTING +30 ’ ROW * > LLL Lea Lhhs S- ROUTE 81 TYPICAL SECTION FULL DEPTH RECONSTRUCTION (FDP-1) | rretyehecoer ea eh eae STA. 105+50 TO 113+00 ROUTE 81 TYPICAL SECTION FULL DEPTH PATCH (FDP-1) REFER TO 41801 FDP-TYPE 1 OF FP14 r— RECONDITION SHOULDER TO DRAIN. PLACE AND COMPACT AN APPROVED GRANULAR FILL MATERIAL. EXISTING ROADWAY BASE COURSE 4”. EXISTING ROADWAY ASPHALT WAEARING COURSE 2”. -————— 1” DEPTH OF WACP, CLASS—A, GRADING—C(LEVELING COURSE). TACK COAT, GRADE RS-1. [—— 2” DEPTH OF WACP, CLASS—A, GRADING-E(SURFACE COURSE). RECONDITION SHOULDER TO DRAIN. PLACE AND COMPACT AN APPROVED GRANULAR FILL MATERIAL. VARIES 410.5" #105" VARIES EARTH SOUTHBOUND LANE NORTHBOUND LANE EARTH VARIES VARIES DEPARTMENT OF PUBLIC WORKS EXISTING £50 " ROW OFFICE OF HIGHWAY ENGINEERING 44) ROUTE 81. TYPICAL SECTION RECONDITIONING ROADWAY OVERLAY TYPICAL CROSS SECTION STA. 113+00 TO 115+80//117+90 TO 121+60//123+15 TO 129+75 ROUTE 381 NOT TO SCALE xe ITEM 63301(B) — REMOVE/REPLACE NEW PERMANENT SIGN. La 4 O ea Ao 7 ¢ + + 6 4 6 4 4 6 4 te + + + 4+ BHoo SOOO. ++ 6 + 6 + 44 4 $$ t+ + +f 6 4 + Os + +e OA ps hs -3D , ‘? ar COA Q (op) ITEM 20101 — BEGIN CLEARING AND GRUBBING. _ <¥ ITEM 40301(A) — BEGIN HOT ASPHALT CONCRETE PAVEMENT(1” SURFACE COURSE), CLASS ”A” ,GRADING ”E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. ITEM 41202 — BEGIN TACK COAT, GRADING RS-1. ITEM 63401(B) — BEGIN THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. ITEM 63401(A) — BEGIN THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. ITEM 60901(A) — CONSTRUCT CONCRETE CURB AND GUTTER DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING 50 25 50 100 ROUTE 31 PLAN (IN FEET ) = 1 inch = 50 ft. STA QO+00 TO 04+00 =} > cs &. ai " 7 \, * 1 i \ « = ITEM 63301(B) = REMOVE/REPLACE, h PERMANEN a ¥. | e ol —, CONSTRUCT UCTURAL CONCRETE WATERWAY, 8” THICK W 4 REINF.,4000PSI, SL © ONSTRUCT | Ee T.OF THE WATE + =M 25101 — GROUTED RIP RAP, ITEM 60401(D) ADJUST MA Ys ar } © 7 a op <* J) RRA NSS! RRO SE Sue WN VINA ir xe vy SS mR y . SOR oS Sy KA . DSAbSD RR RAR RRA OSS COE SSS Sse fe iow pr 3 x0 <0 APP at, ov SY Qs A snowy han ITEM 20101 — CLEARING AND GRUBBING. SLs 0) oon ITEM 40301(A) — HOT ASPHALT CONCRETE PAVEMENT(1” SURFACE COURSE), CLASS ”A” ,GRADING ”E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. SCG ITEM 41202 — TACK COAT, GRADING RS-1. ITEM 63401(B) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. ITEM 63401(A) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. WY oss DEPARTMENT OF PUBLIC WORKS a OFFICE OF HIGHWAY ENGINEERING avo ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. ITEM 60901(A) — CONSTRUCT CONCRETE CURB AND GUTTER. Oa ITEM 60401(D) — ADJUST MANHOLE. ROUTE 31 ITEM 63301(A) — INSTALL NEW PERMANENT SIGN. PLAN STA 04+00 TO 10+00 ——— ITEM 61701 — INSTALL GUARDRAIL WITH REFLECTORS. r= ITEM 50101 — CONSTRUCT STRUCTURAL CONCRETE WATERWAY, 8” THICK WITH ONSTRUCT INVERT OF THE WATERWAY AT 3”. 4 REINF.,4000PSI, SLOPE TO DRAIN ITEM 60401(D) — CONSTRUCT®INEET GUTTER PLATE, CURB BOX AND PLATE 4’ WIDTH(%” THICK NON SKID SURFACE). 2 Sat Q Q oe om OQ “ Lae C Ss hp ow \"a On ITEM 60401(D) — ADJUST MANHOLE. Ne saa. ITEM 60901(B) — CONSTRUCT CONCRETE CURB ONLY. Ss 0 =o AGNES yZ Zr ONSTRUCT) CONCRETE : EWALK. ITE CONSTRUCT CONCRETE C RB AND GUTTER. ® : ° \ op fe ° LY "\ ©) ITEM 2510 GRO RIP RAP, CLASS Il. a ? — fe Po eo A , A « a : iy 4 “2 7” nt = ITEM 2 01 — CLEARING AND GRUBBING. La Y is P 01(A) — HOT ASPHALT CONCRETE PAVEMEN E), 7 CLASS ”A” ,GRADING "E”, TYPE | STRIP ADDITIVE M 4126 TACK COAT, GRADING RS-1. DEPARTMENT OF PUBLIC WORKS M B) — THERMOPLASTIC PAVEMENT MARKIN OFFICE OF HIGHWAY ENGINEERING TY i. ITEM 63401@A) — THERMOPLASTIC PAVEMENT MARKIN 01(B) — REMOV EPLACE NEW PERMANENT SIGN. ROUTE 31 «, s » PLAN =i © STA 10+00 TO 16+00 4 _— RELOCATE WAPA/INNOVATIVE UTILITY POLE. ITEM 60801 — CONSTRUCT PAVED CONCRETE WATERWAY, 6” THICK a WITH #1 W.W.M.(4’ WIDTH), 4000PSI, SLOPE TO DRAIN. CONSTRUCT INVERT OF THE WATERWAY AT 4%” DEPTH. Ane... wo ITEM 63301(B) — LAE a NEW PERMANENT SIGN. ca a)! WO pa ‘y Epa cB 0 oS Riss Wy 18 ci — ri kit aan rr rr ae pre N Wert to ae rity B= unt rit oo or yt a Li ie ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. ily Ti Sane ITEM 60901(A) — CONSTRUCT CONCRETE CURB AND GUTTER. Titi Titi itty bah) Ce Pa a ow A > exe) z wer ITEM 20101 — CLEARING AND GRUBBING. ITEM 40301(A) — HOT ASPHALT CONCRETE PAVEMENT(1” SURFACE COURSE), CLASS "A” ,GRADING "E”, TYPE IV SMOOTH, WITH A TRIP ADDITIVE. ITEM 41202 — TACK COAT, GRADING RS—1. DEPARTMENT OF PUBLIC WORKS ITEM 63401(B) — THERMOPLASTIC PAVEMENT MARKINGS E OFFICE OF HIGHWAY ENGINEERING YELLOW. ITEM 63401(A) — THERMOPLASTIC PAVEMENT MARKINGS ' ROUTE 31 = a PLAN STA 16+00 TO 22+00 « %~O? S. Ko) ra VS) Ym, % oN Zz NG prae® ITEM 20101 — CLEARING AND GRUBBING. \ on 801(A) —_ CONSTRUCT WITH REG |STATE| PROJECT SHEET | TOTAL NO. |SHEETS VED CONCRETE WATERWAY, 6” THICK Bi W:W.M.(8\ WIDTH), 4000PSI, SLOPE TO DRAIN. “y CONS CT\IN ITEM 40301(A) — BEGIN HOT ASPHALT CONCRETE PAVEMENT(2™ SURFACE COURSE) AT 28+00, CLASS ”A” ,GRADING "E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. ITEM 41202 — TACK COAT, GRADING RS-1. ' ITEM 63401(B) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. ITEM 63401(A) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. ITEM 50201 — STRUCTURAL CONCRETE PAVEMENT, RUMBLE STRIPS. ITEM 63301(B) — REMOVE AND REPLACE PERMANENT SIGN. i * i ITEM 60801(A) — CONSKRUCT PAVED CONCRETE WATERWAY, 6” Tick .W.M.(4’ WIDTH), 4000PSK SLOPE h@"DRAIN. WITH #1 - CONSTRUCT INVERT OF THE WATERWAY AT 4%” DEPTH. -- ITEM 60801 — CONSTRUCT PAVED CONCRETE WATERWAY, 6” THICK WIDTH), 4000PSI, SLOPE TO D CONSTRUCT INVERT OF THE WATERWAY AL TA cay “W.W.M.(6’ ° ic) A i os > oo aan ° rw _ : - / \ i, a rs) to S rN \9 BA SE ITE 201(B) — INSTALL 30”X19” ELLIPTICAL REINFORCED CONCRETE PIPE CU A cee i of 01(B) — CONSTRUCT INLET WITH (4’X4’) METAL FRAME AND GRATE(2EA, _ Ay VA 1 — GROUTED RIP RAP, CLASS Il. 2, aK 1(B) — INLET PROTECTION. A 1) 7 (A) — REMOVAL OF CONCRETE HEADEWALL. ‘A = gO " B) — REMOVAL OF 24” DIA. PIPE C ¢ - 1501 — CONST UCTS NCRETE SIDE 01(A) —. CONSTRUCT CONCRETE CURB ail INSTALL 38”X24” SITL FENC RY OF THE WATERWAY AT 216” DEPTH. ——— ITEM 60401(D) — ADJUST MANHOLE. Ie 4 re) its} Sy & O oO ae on) yw 3 FO aassncet pe go VU y « DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 PLAN STA 22+00 TO 28+00 AVED CONCRETE WATERWAY, 6” THICK REG |STATE| PROJECT SHEET | TOTAL NO. |SHEETS | se | Low | -o0e1(002) | | oe | 27 | M3 WIDTH), 4000PSI, SLOPE TO DRAIN. ITEM 40301(B) — HOT ASPHALT CONCRETE PAVEMENT GRADING ”C”(4” BASE). *! = JICTUR ONCRETE PAVEMENT, RUMBLE STRIPS. WERT OF THE WATERWAY AT 4” DEPTH. ITEM 41301 — BEGIN MILL OVER TRENCH 3’ WIDTH BY 4” DEPTH AT 28+00. p) — REP Eo eee RM ARN Oe ——— ITEM 20101 — CLEARING AND GRUBBING REMOVE TREE(6EA.). ° _ > - « ; ITEM 61501 — CONSTR SONCRETE SIDEWALK ITEM 60901(A) — CONSTRUCT CONCRETE/CURB AWD GUTTER. ITEM 64601 — SIDEWALK PEDESTRIAN HANQORAIL(BEGIN AT 29+50). : ITEM 60401(D) — ADJUST MANHOLE. ITEM 20301(D) — REMOVE OLD WOODEN. POST(118 ITEM 20101 — CLEARIN "ERUBBING. ITEM 40301(A) — HOT ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), -@EASS ”A” ,GRADING ”E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. ITEM 40301(C) 4 HOT ASPHALT CONCRETE PAVEMENT GRADING ”C”(WEDGE & LEVELING). ITEM 41202 — OAT, GRADING RS-1. ITEM 63401(A) STIC PAVEMENT MARKINGS TYPE H, 4” WHITE. ITEM 63401(B PAVEMENT MARKINGS TYPE H, 4” YELLOW. ITEM 60801(A) — CONSTRUCT PAVED CONCRETE WATERWAY, 6” THICK WITH #1 W.W.M.(4’ WIDTH), 4000PSI, SLOPE TO DRAIN. CONSTRUCT INVERT OF THE WATERWAY AT 4%” DEPTH. NESS ee eee ITEM 63301(A) — INSTALL NEW PERMANENT SIGN. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 PLAN STA 28+00 TO 34+00 REG | STATE PROJECT SHEET | TOTAL NO. |SHEETS PALL 18” HDPE PLASTIC PIPE CULVERT CLASS 1IV(150’). NSTRUCT INLET WITH (4’X4’) METAL FRAME AND GRATE. JTED RIP RAP, CLASS ll. PROTECTION. = ! A) — CONSTRUCT PAVED CONCRETE WATERWAY, 6” THICK WITH #41 \v.W.M.(4’ WIDTH), 4000PSI, SLOPE TO DRAIN. : WITH #1 W.W.M.(3@ WIDTH), 4000PSI, SLOPE TO DRAIN. CONSTRUCT INVERT OF THE WATERWAY AT 4%” DEPTH. | CONSTRUC) IN ViRRER Igy 1G SvWlag ER WAY SA Ware DEP TH. ITEM 60401(D) — ADJUST — ] ITEM 40301(B) ao ASPHALT CONCRETE PAVEMENT GRADIN ITEM 41301 = OVER TRENCH 3° WIDTH BY 4” DEPTH. CO af PAVED CONCRETE WATERWAY, 6” THICK ITEM 61501 — CONSTRUCT Seiten? Peo ITEM 60901(A) — CONSTRUCT CONCRETE CURB AND GUTTER. ° ITEM 60401(D) — CONSTRUCT INLET GUTTER PLATE, CURB BOX AND PLATE 4’ WIDTH(%” THICK NON SKID SURFACE). 20101 — CLEARING AND GRUBBING. 40301(A) — HOT ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), CLASS ”A” ,GRADING ”E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. 40301(C) — HOT ASPHALT CONCRETE PAVEMENT GRADING "C”(WEDGE & LEVELING). 41202 — TACK COAT, GRADING RS-1. 63401(A) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. 63401(B) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 PLAN STA $3+00 TO 39+00 . STATE | PROJECT eal UCM i 0. _|SHEETS ° = / - M~0081(002) | os | 97 | BRIN Gacy o. REMOVE TREE(1EA.) 63301(Ajle— INSTALE NEW PERMANENT § 20107 — CLEARING AND GRUBB | 40301(A) — HOT ASPHALT CONCR CLASS ”A” ,GRADING ITEM 40%01(C) — HOT ASPHALT CONCRET! ITEM 47202 — TACK COAT, GRADING RS ITEM 63401(A) — THERMOPLASTIC PAV ITEM 63401(B) — THERMOPLASTIC PAVEW Mtge S TYPE H, +h YELLOW. P ITEM 60801 — CONSTRU PAVED CONCRE TESWATERWAY, 6” THICK WITH #1 W.W.M.(4’ WIDTH), 4000PSI, SLOPE TO DRAIN. CONSTRUCT INVERT OF THE WATERWAY AT 5” DEPTH. ITEM 40301(B) — HOT ASPHALT CONCRETE PAVEME SURFACE COURSE), OTH, WITH ANTISTRIP ADDITIVE. ADING ”"C”(WEDGE & LEVELING). S TYPE H, 4” WHITE. IG %C"(4” BASE). id ERWAY,. 6” S|, SLOPE™EO T 4” Lf nicl oP TH ITEM 60801 — CONSTRUCT PAVED CO WITH #1 W.W.M.(3° WID A. / Ret & TERT ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. ITEM 60901(A) — CONSVRUCT CONCRETE CURB een Sl one ere +e ° 60401(D) — CONSTRUCT INLET GUTTER PLATE, @URB BOX AND PLATE 4’ WIDTH(%” THICK NON SKID SURFACE). STRUCTION FDP—1(SEE TYPICAL DETAIL). ITEM 41801 — WAY RE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 PLAN STA 49+00 TO 45+00 pe] [w-oosioco | oe | ov ITEM 20101 — CLEARING AND GRUBBING. ITEM 40301(A) — HOT ASPHALT CONCRETE PAVEMENT /— CLASS ”A” ,GRADING "E”, TYPE IV | P ADDITIVE. oS ITEM 40301(C) — HOT ASPHALT CONCRETE PAVEMEN & LEVELING). ow ae Y= ITEM 41202 — TACK OAT, GRADING RS—1. ITEM HERMOPLASTIC PAVEMENT MARKIN ™&PP? 63401(A) — T HD oe / , ITEM 63401(B) — THERMOPLA . OW. oS a 5 PAV MARKINGS NY TA ITEM 40301(B) — HOT ASPHALT CONCRETE R NT GRADING ”C”(4” BASE). gage 4335 7 / , ITEM 41301 — MILL DEPTH. cpp! 4945 = | OVER TRENCH 3’ WIDTH B fe 49494 45494 4949 # Sa ITEM 60801 — CONSTRUCT PAVED CONCRETE WATERWAY, 6” THICK 434 454 N : WITH 1 W.W.M.(4’ WIDTH), 4000PSI, SLOPE TO DRAIN. d< ° CONSTRUCT INVERT OF THE WATERWAY AT 5” DEPTH. ay \< N a= cot ITEM 20101 — ONEAR iG R Me E TREE(3EA.). ITEM 20101 — CLEARING REMOVE ay SK <i res ee RA Dy ITE) 60 \ a “VT Sade 494449 BEE Sas Sasasase ~ He — ADJUST MANH 4545 = 494 434 43454 434 49494 $4 49494. 434 49494 434 CPP Pt) SPL) RPPPTP) 494 = Ty =~ 45494 434 <I e “AIT a (0) ° ITEM 20901 — STRUCTURAL EXCAVA ION AND BACKFIL ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. Cpr! 54 ITEM 60901(A) — CONSTRUCT CONCRETE ; a 499999 a4 49494, 434 an ico CURB gND CUTTER. 434 494 34 a LJ F wy a =a ey CL) an ° ee ITEM SP ON EDP —1(SE 41801 — RgAoway REC = way pe, Ld ITEM 60401(D) — CONSTRUCT INLET GUTTER PLATE, CURB : PLATE 4’ WIDTH(%” THICK NON SKID SU DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING * ROUTE 31 PLAN STA 45+00 TO 514+00 - Ring, # . a —— REG | STATE PROJECT SHEET | TOTAL NO. |SHEETS LT 40301(B) — HOT ASPHALT CONCRETE PAVEMENT G G¥’C’(4” BASE). 1301 — MILL OVER TRENCH 3’ WIDTH BY 4” DEPTI a 63301(C) — REMOVE. AND RESET PERMANE # ” ITEM 60201(B) — INSTALL 30”X19” & CONCRETE PIPE 2) CLASS 1V(42’). ). TEM-60401(B) — CONSTRUCT INLET, ME AND GRATE(2EA. TEM 25101 — GROUTED RIP RAP, C Ho, EM 15701(B) — INLET PROTECTION: ITEM 60801 — CONSTRUCT PAVED CONCRETE WATERWAY, 6” THICK ; ITEM MANHOLE. WITH #1 W.W.M.(4 WIDTH), 4000PSI, SLOPE TO DRAIN. CONSTRUCT INVERT OF THE WATERWAY AT 4%” DEPTH. 0101 — CLEARING REMOVE TREE STUMP. ITEM 20101 — CLEARING REMOVE T ITEM 201 (A) — REMOVE TREE STUMP. ITEM 20901 — STRUCTURAL EXCAVATION AND BACKFILL. ITEM 9653018) ™ “giao Vl RECA are ek OE aah ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. ITEM 60901(A) — CONSTRUCT CONCRETE CURB AND GUTTER. ITEM 60401(D) — CONSTRUCT INLET GUTTER PLATE, CURB BOX AND PLATE 4’ WIDTH(%” THICK NON SKID SURFACE). ITEM 20101 — CLEARING AND GRUBBING. ITEM 40301(A) — HOT ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), CLASS ”A” ,GRADING "E”, TYPE IV SMOOTH, WITH ANTISTRIP) ADDITIVE. ITEM 40301(C) — HOT ASPHALT CONCRETE PAVEMENT GRADING “C”(WEDGE & LEVELING). ITEM 41202 — TACK COAT, GRADING RS—1. ITEM 63401(A)_— THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. DEPARTMENT OF PUBLIC WORKS ITEM some THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. OFFICE OF HIGHWAY ENGINEERING — ~ ROUTE 87 PLAN STA 51+00 TO 5/+00 4 FRENCH 3’ WIDTH BY 4” DEPTH. : CLEARING AND. GRUBBING REMOVMTREE(3EA). ITEM 60201(B) — INSTAL 30”X19” ELLIPTICAL REINFORCED CONCRETE PIPE CULVERT CLASS 1V(42’). ITEM 60401(B)¥-NGONSTRUCT INLET WITH (4’X4’) METAL FRAME AND GRATE(2EA.). ITEM 25101 — UTED RIP RAP, CLASS Il. ~ ITEM 15701(BY — INLET PROTECTION. ITEM 41801 — ROADWAY RECONSTRUCTION FDP—1(SEE TYPICAL DETAIL). ¥ uF ET WITH #4 REINFORCEMENT. - ITEM 60101 — CONSTRUCT HEAD = LIEMs6 O ITEM 60 7 ANHOLE. v4 PAVED CONCRETE WATERWAY, 6” THICK 'M.(4 WIDTH), 4000PSI, SLOPE TO DRAIN. T INVERT OF THE WATERWAY AT 4%” DEPTH. BRUSH Ll aD BRUSH UNE =z .. ITEM 20101 — CLEARING AND BING REMOVE BRUSH LINE IN R-O—W. ITEM 41801 — ROADWAY RECONSTRUCTION FDP—1(SEE TYPICAL DETAIL). ITEM 20901 — STRUCTURAL EXCAVATION AND BACKFILL. ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. ITEM 60901(A) — CONSTRUCT CONCRETE CURB AND GUTTER. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ITEM 40301(A) — HOT ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), ==" CLASS "A” ,GRADING "E”, TYPE IV SMOOTH, WITH ANTISTRIP.«ADDITIVE. P| AN ITEM 40301(C) — HOT ASPHALT CONCRETE PAVEMENT GRADING “C”(WEDGE & LEVELING). ITEM 41202 — TACK COAT, GRADIN He STA 5K7+00 TO 62?+00 63401(A) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. 63401(B) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. 20101 — CLEARING AND’ GRUBBING. Pu Z ‘ e 0 —C¢ he GUTTER PLATE, CURB BOX AND %” THICK NON SKID SURFACE). ITEM 30301 — ROAD RECONDITIONING SHAPE SHOULDER TO DRAIN. REG | STATE PROJECT SHEET | TOTAL NO. |SHEETS ITEM 63301(A) — INSTALL NEW PERMANENT SIGN. ITEM 41801 — ROADWAY RECONSTRUCTION FDP—1(SEE TYPICAL DETAIL). '—_ ITEM 60401(D) — ADJUST MANHOLE. ITEM 40301(B) — HOT ASPHALT CONCRETE PAVEMENT GRADING ”C”(4” BASE). ITEM 41301 — END MILL OVER TRENCH 3’ WIDTH BY 4” DEPTH 65+50. ITEM 20901 — STRUCTURAL EXCAVATION AND BACKFILL. ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. ITEM 60901(A) — CONSTRUCT CONCRETE CURB AND GUTTER. ITEM 20101 — CLEARING AND GRUBBING. ITEM 40301(A) — HOT ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), CLASS ”A” ,GRADING "E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. ITEM 40301(C) — HOT ASPHALT CONCRETE PAVEMENT GRADING ”C”(WEDGE & LEVELING). ITEM 41202 — TACK COAT, GRADING RS-1. ITEM 63401(A) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. ITEM 63401(B) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 PLAN STA 62+00 1O 6/7+00 ps] [w-oosioro | ons] ov ITEM 63301(B) — REMOVE/REPLACE NEW PERMANENT SICNE re % assy ‘a4 So CED} a4 os Q bse) ITEM 20101 — CLEARING AND GRUBBING. Ye 4 as4 <b ITEM 40301(A) — HOT ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), Ass CLASS ’A” ,GRADING "E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. > \ aS4, Mga ITEM Yessy ‘at 40301(C) — HOT ASPHALT CONCRETE PAVEMENT GRADING ”C”(WEDGE & LEVELING). faa ITEM 41202 — TACK COAT, GRADING RS-—1. a4, ITEM 63401(A) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. ITEM 63401(B) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. Ya ad ITEM 30301 — ROAD RECONDITIONING SHAPE SHOULDER TO DRAIN. % . 4 av ITEM 60401(D) — CONSTRUCT INLET GUTTER PLATE, CURB BOX AND La PLATE 4’ WIDTH(%” THICK NON SKID SURFACE). 8 op! asd, 4 Kg Yfasa Whrss fAass les cho} % So ray Aes ‘4 ‘a4 faa fade \S +A Maia \ OMA34 S Mast SS &, SS f,4 Sais ITEM 20901 — STRUCTURAL EXCAVATION AND BACKFILL. Za ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. Yas Ags op) ITEM 60901(A) — CONSTRUCT CONCRETE CURB AND GUTTER. Yes ITEM 41801 — ROADWAY RECONSTRUCTION FDP—1(SEE TYPICAL DETAIL). ad 3 ype = Ys 4 4a 54, % 43 a4, ‘a4 CS 2. ‘at “- Vere) \S Va \ \S ROUTE 31 “4 cos Aas PLAN \ STA 67+00 TO 71+00 \ faa asd, REG | STATE PROJECT SHEET | TOTAL NO. |SHEETS ys | Vi-0081(002) 20101 — CLEARING AND GRUBBING. 40301(A) — HOT ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), CLASS ”A” ,GRADING "E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. 40301(C) — HOT ASPHALT CONCRETE PAVEMENT GRADING ”C”(WEDGE & LEVELING). 41202 — TACK COAT, GRADING RS-1. 63401(A) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. 63401(B) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. ITEM 63301(B) — REMOVE/REPLACE NEW PERMANENT SIGN. ITEM 41801 — ROADWAY RECONSTRUCTION FDP—1(SEE TYPICAL DETAIL). ITEM 20901 — STRUCTURAL EXCAVATION AND BACKFILL. ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. ITEM 60901(A) — CONSTRUCT CONCRETE CURB AND GUTTER. ITEM 60401(D) — CONSTRUCT INLET GUTTER PLATE, CURB BOX AND PLATE 4’ WIDTH(%” THICK NON SKID SURFACE). ITEM 60201(B) — INSTALL 30”X19” ELLIPTICAL REINFORCED CONCRETE PIPE CULVERT CLASS 1!V(40’). ITEM 60101 — CONSTRUCT HEADWALL AT INLET WITH #4 REINFORCEMENT. ITEM 25101 — GROUTED RIP RAP, CLASS Il. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ITEM 15701(B) — INLET PROTECTION. ROUTE 31 PLAN STA 71+00 TQ 75450 REG | STATE PROJECT SHEET | TOTAL NO. |SHEETS ITEM 60401(D) — CONSTRUCT INLET GUTTER PLATE, CURB BOX AND “ay PLATE 4 WIDTH(%” THICK NON SKID SURFACE). ‘ < 4 20101 — CLEARING AND GRUBBING. 40301(A) — END HOT ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), CLASS ”A” ,GRADING “E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. & 40301(C) — END HOT ASPHALT CONCRETE PAVEMENT GRADING ”C”(WEDGE & LEVELING). KX 41202 — TACK COAT, GRADING RS-1. < 63401(A) — END THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. 63401(B) — END THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. ITEM 41301 — MILL ROADWAY 2” DEPTH. ITEM 41801 — ROADWAY RECONSTRUCTION FDP—1(SEE TYPICAL DETAIL). ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. ITEM 60901(A) — CONSTRUCT CONCRETE CURB AND GUTTER. ITEM 63301(B) — REMOVE/REPLACE NEW PERMANENT SIGN. ITEM 41801 — ROADWAY RECONSTRUCTION FDP—1(SEE TYPICAL DETAIL). ND SHAPE DITCH. O20, — RECONSTRUCT STRUCTURAL CONCRETE PAVEMENT, 8” THICK WITH #4 REINF.,4000PSI, MATCH EXISTING AVEMENT ELEVATION AND SLOPE TO DRAIN. ITEM 2@401(A) bias EXCAVATION GRADE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 PLAN STA 75+50 TO 80+00 os O REG STATE] PROJECT ij i | 5: TOSS WZ _ Vi CRE eA) |TEM 50201 — re AL CRETE PAVEMENT, GRADE AND SHAPE DITCH. COE a D>? awn 8” TH am |, MATCH EXISTING OF, SS ap - PAVEM E TO AIN. SPS CaP OS Oo \ id REMOVE /REPLACE NEW PERMANENT SIGN a ITEM 633018) = = = KN) 40" Yor RKP 4 ITEM 20301(C) — REMOVAL OF SIDEWALK. SEO ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. nn ITEM 60901(B) — CONSTRUCT CONCRETE CURB. oo <x No = wow ee oe ON On 26 © wo Oo = } Zw Van i SON) OF Cy SPD Srnn KERR) Inn > KR SENS CEARRE RRA %, S ORR RRARAAG SSSN SIONS RRERR 4G Y o, RELOCATE WAPA/INNOVATIVE UTILITY POLE. SS RRRRRRA NSSS; 4) LR S wR KB DS 7, Sf C) ae Soy Bx ITEM 20401(A) — ROADWAY EXCAVATION SLO MERRRRRRK Sy y) Si; ITEM 60401(D) — ADJUST MANHOLE. GRADE AND SHAP ae DITCH: — i PRARRRAR KAS a SSS GW DS SSSpyy RRRRARARG CRRRRRRRI RAK PSS SSP vA KRRER NSLS" ui i = = YP ab» SSpyyyy LX ARR ; i ITEM 60801 TERWAY, 6” THICK rf DOOPSI, SLOPE TO DRAIN. RWAY AT 4%” DEPTH i. ia i 0101 — END CLEARING AND UBBING. = ce ae 50301 — END ROAD RECONDITIONING. oa. OD 10 IDEWALK 1 CUR #, If Ve) DEPARTMENT OF PUBLIC WORKS iW VIS OFFICE OF HIGHWAY ENGINEERING T il ay eg. ROUTE 31 KM} kD) Cae PLAN - ee “se. eG STA 80+00 TO 85+00 iN ee * - v , * ' Vom >... a | ——— i =, Ce a} ~... “lll, aes. + & eX mat =, 8 Xe KS . ~ |= » \ - a LT s\ Ege STRUCT STRUCTURAL CONCRETE PA\ OPSI, MATCH WI al 4 REIN re “sl OPE TO DRAI | o 8 rw ‘ 7. = a & Wha ? a || 11 ys ». ~\ » \m™ _ a J LOD NG SSS AS =" ie NY, LY, or allies —— YORWN CAE ~~ © a al 7 Dx! OO LA —— (S) 1 7% 4:6 a [J LX sta 20 ———_ ats) A BC 170.26 gue a ye. iN vA X N 66549.09 E 108765 .83 CG, = DS 4 Me — K NY SS>> a 4 = ISSA SSS we . a aw 2 Zp YS 'v, LNILZ. IX x~> A NSN5S Ges Qy SY Coe. Na b> WR Ly U7] oy | OSD) KIDS Wi, M 61501 — CONSTRUCT CO CRETE SIDEWALK. "RG S 60901(B) — CONSTRUCT CON a ETE “CURB. LSS a ~S XS SS Ll t ° ae z a a My . {TE REMOVE /REPLA INV.=158.4 ow 2 RMANENT, SIGN yy a 0 5 KZ OF Ly} ITEM 20 AL OF SIDEW wile SS —— 2. a RELOCATE IVE UTILITY POLE. ITEM 63301(B) — REMOVE/ SC “7 DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ‘e ROUTE 81 —— io PLAN e STA 85+00 TO 91+00 vn Ih c= ; = I .1, 8 il = 7 y * \ Y m A, ¥ | [non [ve i <4 Fs cP ke, = —— Pe | Sapeeeer” . aa «| wg rd aad ~~@ e a % <b er ‘es Zoe F ITEM 50201 — RECONSTRUCT STRUCTURAL CON — PAVEMEN at tO xX = 8” THICK WITH 4 REINF.,4000RS ATCH EXISTI —— _ = 4 PAVEMENT ELEVATION AND SLOP =, DRAIN. ED a =, a oo wm oO ™ Che yao sh ir Nw Oo be) mz ¥4 Mw ro Zw ii i — no a\G bere) 2o "oo a ow i Zw oOo if roy 4 ae ITEM 60901(B) — CONSTRUCT CONCRETE CURB. @ = ITEM 20301(E) — REMOVE EXISTING CURB. a = EK Sr FARA aXOS SSR CRRARRRR ERR = : Sees RRR Sy CEPRRRRRRRG Syyyyyy RRRRRRR RRA TEA RRRRR REP SS ITEM 60201(A) — INSTALL 18” REINFORCED CONCRETE PIPE CULVERT. pees CARRRRR yyy Gc SS SSS ITEM 60401(A) — CONSTRUCT CURB INLET 6A—6 WITH (3’X2’) METAL FRA) FA ID™ RATE(2EA.). eS SS SPSS ITEM 60801 — CONSTRUCT PAVED CONCRETE WATERWAY, 6” THICK WIT ort Sra GL, Y~, CKRRRB Sy Sy yyyyyyyypw> wR ORRARRO ITEM 15701(B) — INLET PROTECTION. a RRRRRRRR RRA IER MW: ITEM 60901(B) — CONSTRUCT CONCRETE CURB. ITEM. 20301(E) — REMOVE EXISTING CURB. Ze a \ DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING \ ROUTE 31 PLAN \ STA 91+00 TO 97+00 MP — BEGIN ROAD RECONDITIONING. « , 2 _ — = oy 4<40301(A) — BEGIN HOT ASPHALT CONGRE = ME sCOURSE), ——, G BP OWeDCE & LEVELING °° _ - STA 2010 63401(A)m@ BEGIN TEN965401(B).="BEGIN ITEM"60201(AS) — INSTALL PLASTIC PIPE (10’). ITEM 60401(A) TRUCT CURB INLET 6A—6 WITH ED GRATE (1EA). ITEM 60901 — 1. ITEM 61501 — REMOVE AN ITEM 41801 — RO ITEM 41301 — MILL ROADWAY 2” DEPTH. e“scel 13 Waa M 60401(D) — ADJUST MANHOLE. \ ; oh day 4 J WEM 63301(B) — REMOVE/REPLACE NEW PERMANENT SIGN. oe \ Na . VA Bs 2 5 JSP + YAY ITEM 1(¢) — REMOVALSOF /SIDEWALK. a \" s oS fF , a ITEM 2 —"REMOVREXISTING CURB. \ \ * : SS WERT(300). aAO~ > | A’) MF &G(2BA.). ‘ITE (F&G(1EA.). ITEN ITEM 60201(A) — INSTALL 18 J ITEM 60401(A) — CONSTRUCT il D DOUBKE(2EA.). ITEM 15701(B) — INLET Pl , ITEM 50101 — CONSTRUCT ST 8” THICK WITH #4! CONSTRUCT IN | ITEM 60901(A) — CONS ITEM 61501 — CONSTRUI : \ \ ) DEPARTMENT OF PUBLIC WORKS el coe cquemtileon cura N\A 3 OFFICE OF HIGHWAY ENGINEERING ITEM 61501 — CONSTRUCT™ ETE SIDEWALK. \ \ RCO UTE Q 4 ITEM 60401(A) — CONSTRUCT CURB INLET 6A—6 WITH (3’X2’) METAL * FRAME AND VANED GRATE DOUBLE(2EA.). \ t PLAN S | . STA 97+00 TO 103+00 = STATE} PROJECT Srl) | TOTAL NO. |SHEETS “. vi Vi-—0081(002) 97 | = ITEM 63301(B) — REMOVE/REPLACE NEW PERMANENT SIGN. TEM 20101 —gigilllG AND GRUBBING. ITEM 3g CONDITIONING. we Te ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), : > ”A” GRADING ”E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. ’ ITE PHALT CONCRETE PAVEMENT GRADING ”"C”(WEDGE & LEVELING). ITEM iT, GRADING RS-1 ITEM PLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. ITEM 6 PLASTIC PAVEMENY MARK\NGS TYPE H, 4” YELLOW. 41801 — ROADWAY RACONSTRUCTION FDP—1(SEE TYPICAL DETAIL). RONAN \ Se TEMS 201(8) — INLET PROTECTION. Les SS a = 80201(B) — INSTALL 30”X19” ELLIRMICAL REINFORCED CONCRETE PIPE CULVERT CLASS 1!V(56’). SS 2 j f M 60401(B) = CONSTRUCT INLET H (4’X4’) METAL FRAME AND GRATE(3EA.). SPP ¥ ITEM 25101 — GROUTED RIP RAP, CLASS II. ITEM 60801 — CONSTRUCT PAVED CONCRETE WATERWAY, 6” THICK - WITH #1 W.W.M.(4’ WIDTH), 4000PSI, SLOPE TO DRAIN. — CQNSTRUCT INVERT OF THE WATERWAY AT 6” DEPTH. SIICINE * DEPARTMENT OF PUBLIC WORKS : ROUTE 31 PLAN STA 1035+00 TO 109+00 =— =p — ITEM 20101 — KND CLEARING AND GRUBBING. os ITEM 30301 — ROAD REGONDITIONING. s ITEM 40301(A) HOT ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), a s KX Q CLASS \"A” ,GRADING "E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. s re \SS ow ITEM 40301(C) —\HOT ASPHALT CONCRETE PAVEMENT GRADING ”C”(WEDGE & LEVELING) << e= ew NS NSS ITEM 41202 — TAVK COA ZRADING RS—1. <sS s Pw NS SS ITEM 63401(A) — HERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. ~e a, pe. KS Ss S c= Ss SS NS a 4” YELLOW. Eg NS SN NS ITEM 63401(B) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, cy SS ana —<25R0 5088 Loo an, B= ann ‘ Saeun>. Co Saene Seen8 Seer aap Sanp i 74nB a - Ti Tye SaEEE> B= ee EM 41801 — ROADWAY ra STRUCTION FDP—1(SEE TYPICAL). h 53! NK SeeeeP- oe = ‘ 4. t = . rest ITEM 60801 — “ONSTRUCT PAMED CON % ed WITH 1 W.W! 4’ WIDTH), PE TO DRAIN. CONSTRUCT INVERT OF TH AT 6” DEPTH. pao & — QO Ww We 7 By Po ROUTE 31 PLAN STA 109+00 TO 115+00 z ITEM 30301 — ROAD RECONDITIONING. ITEM 40301(A) — HOT ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), CLASS ”A” ,GRADING ”E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. ITEM 40301(C) — HOT ASPHALT CONCRETE PAVEMENT GRADING ”C”(WEDGE & LEVELING). ITEM 41202 — TACK COAT, GRADING RS—1. ITEM 63401(A) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. ITEM 63401(B) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. * od ITEM 63301(B) — REMOVE/REPLACE NEW PERMANENT SIGN ITEM 41801 — ROADWAY RECONSTRUCTION FDP—1(SEE TYPICAL DETAIL). a i Ww -_— = Pe —~ c= EX N EK s << = ew ss SS SS \WS s s ew ss NS NS SS SS NS ER S — WN NS NS SS SS ms - << NS NS SS << c= ~~ SS Ss Loe Ss 3 ew Pe NS SF c= cS WS NS NS SS er = ' NS NS MS SSS a al oN * Paann| —_— w a se — ae fae ann ae==5 nnD>. coo Oz cae \ AT ‘ ee Se — (ep) ITEM A0801 — CONSTRUE THICK «nt aus) WITH ~ WoW Me PSI, SLOPE TO DRAIN. ATERWAY, ‘2 WAY AT 4” DEPTH. - CONS \9 | aa 5. a | - ROUTE 31 PLAN STA 115+00 TO 121+00 B | | eo, qa ITEM 60801 — CONSTRUCT PAVED CONCRETE WATERWAY, 6 WITH 1 W.W.M.(4 WIDTH), 4000PSI, SLOPE IN CONSTRUCT INVERT OF THE WATERWAY AT ITEM ITEM 60801 — CONSTRUCT PAVED WATER ITEM 50301 20101 — CLEARING AND™ GRUBBING. — ROAD RECONDITIONING. & 10 WIDTH ITEM 40301(A) — HOT ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE) DING. E , TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE ITEM 40301(C) OT ASPHALT BTE PAVEMENT GRADING "C”(WEDGE & LEVELING) —_ 48 ITEM 41202 — TAC GRADING RS-—1 Sp ITEM 63401(A) — TH PAVEMENT MARKINGS TYPE H, 4 WHITE S v-a8 o4 ee ITEM 63401(B) — THE C PAVEMENT MARKINGS TYPE H, 4 YELLOW = a oe, ttn ITEM 20101 — REMOVE STUMP WN SEN * "tok aX is WG WS SS S AS Ni eth \N" \S BY Sy SSS \Ss Wi os AS = oe ITEM “a — ROADWAY RECONSTRUCTION FDP—1(SEE TYPICAL DETAIL) top> Na ie = Ss UZU ) - I TA — Se, M 60407 = S WI METAL FRAME AND GRATE(2EA.). FORCED CONCRETE PIPE CULVERT CLASS 1V(56" a 0 a ITEM 25101 ROUTED RAP, CLASS Il ITEM 15701(B) = INLET PROTECTION = we » 14 = ef ~ Ve EZ ROUTE 31 PLAN _ STA 121+00 TO 12/7+00 i * = a REG | STATE PROJECT SHEET | TOTAL + NO. |SHEETS O O se . = EM RING _AND_GRUBE ia —"END R RECONDITIONIN - 01(A) — END HOT_ASPHALT { ITEM 40301(C) =i ITEM 41201 — WEMmeeto! — E ITEM 63401 ENT(2” SURFACE COURSE), OOTH, WITH ANTISTRIP ADDITIVE. INT GRADING “C”(WEDGE @ LEVELING). - TYPE H, 4” WHITE/YELLOW. PE H, 4” YELLOW. BROUTED RIP RAP, CLASS Il. DWAY RECONSTRUCTION FDP—1(SEE TYPICAL). | g.. WATERWAY, REINF. PSI, SLOPE TO DRAIN = OF THE WATERWAY AT 4”. ITEM 20101 — END CLEARING AND GRUBBING. ITEM 30301 — END ROWD RECONDITIONING. ITEM 40301(A) — END\ HOT ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), . CLASS ”A” ,GR¥ _ SMOOTH, WITH ANTISTRIP ADDITIVE. ITEM 40301(C) — END MOT ASPHA CONC EMENT GRADING™C”(WEDGE & LEVELING). ITEM 41201 — END TACK COAT, GRADING RS-1. Ps ITEM 63401 — END THERMOPLASTIQ PAVEMENT MARKINGS TYPE H, 4° WHITEAVELLOW. ITEM 63401(B) — THERMOPLASTIC PAVEMBNT MARKINGS TYRE H, 4° YELLOW. ; | ‘wa DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 81 PLAN STA 127+00 10 132+12 REG | STATE PROJECT SHEET | TOTAL NO. SHEETS SE Vl VI-0081(002) E1 97 OM Rea <0 Bey Say) RRA y WSS OS SS SSSA 4 COG, ay 4 00 wee SS ‘ KA i Kr SSS) \S KR Sy RRR 0 RR %. OSS RRL SNS 59) Se < Ox Oz O% pot prs © gx 0° w =x ES 1% RELOCATE INNOVATIVE UTILITY POLE. NE QO oS SS RQ") 40 sg SENT wh EX $y hans yw tes xo ot . S cI Se WW DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING Si aay! Bs ROUTE 31 O71 UTILITY PLAN RELOCATE WAPA/INNOVATIVE UTILITY POLE(2EA.) STA 04+00 TO 10+00 REG | STATE PROJECT SHEET | TOTAL NO. SHEETS SE Vl VI-0081(002) E2 97 a> Il = i a Se SBS SVs SQLS os Oe ri ve see Se +e Cops <p oe OO +e Ly ry a i eh LTE ee oO Ss “IT C= ve + oe ~<“T a eee —— 222 +e Ott) — LI es “lS oe oe oe +e ~ S “TF ceNe\, JT =a am <= “<I ere TTA Ty +e EMpa, NEM Ey Ot Ut TCL a na) V4 pate] = >. AINAGR Flow tnt | WA an’ LK Vi [ite EMPANR py, VS iT) WJ \ Sty Wh mal $0 Cr) LL Setatet ot e! oe oe eee DOCS i TT) sere BOO ve Lh WA +e +e +4 i rh Cn) ay Se oo SO oO RELOCATE WAPA/INNOVATIVE UTILITY POLE. SW oe +Q os ‘ca ®) +e > «Ov 30 Ot S y x, © Oe Ee VIN an OO NCLCA rT) XCD ma SSAYy oo AVS WO oad aN s\ > i) AR yt Ns RN WW an vi an oct WA DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 UTILITY PLAN STA 28+00 TO 334+00 REG | STATE PROJECT SHEET | TOTAL NO. SHEETS SE Vl VI-0081(002) ES 97 =— / oS —T s CCTs <P “QT <“ s Ch CCTs “tis oo “OTT =P <i T “ALI ST oe SSS0e88 RELOCATE INNOVATIVE UTILITY POLE. ia oes See eeeR a2 <I .22ae— —<COTPs RELOCATE WAPA/INNOVATIVE UTILITY POLE. “ £ eee ~~ a i Ray, as eras =a <r s i> =<“ es Ep reed) 434 434 cpa] i e <—CTPs Sadede asada 434 “Os “<I SS 434 494 494499 ~ eee Ps ~V Osss RUSH t INE CPSP EP) 434 434 “OAL ae ad ae Sasada 444434 eee ee ee “TT ee OOS OOOh OOOn eee e KX “oT “TTT <I BOC BOC SOc) MK orate <P <Te “OS: toe oe) BOO SOO SOt SOOt “<r “ST ~ eee SOOe OOO eee SOC) Pes ee ~<VT ears ESC) SOc) “eT Lit SOR BOOS SOOt OOOe LCS “VI <I OOO Stee Eee) ESC) NY “OT Ss <T s Ps reer e DODt ia “IT SOOt SOOt OCS OOO “NT CNET phat) Lil es te) Eee eras TEP Pt <I DODt SOOt SOOt <cUTs ~-S ~1 SOOt ~ ~<T Os 2% =<“ Ss > <P aera BOC ts an a eres a 4 eee. tri eo “<I <Tps ts oe ~Ots its <> “Tes > <UlS ~“OitS an a Ss “QT DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 UTILITY PLAN STA 49+00 TO 45+00 SHEET | TOTAL REG | STATE PROJECT NO. SHEETS SE Vi VI-0081(002) E4 97 RELOCATE WAPA/INNOVATIVE UTILITY POLE. LTT 1 89 “Ls “lI <CCOCSs “OTS “TTS “ITT es “OTT Ss “TT Es <=VTT i se <CCTs >! SY “IT Liisi <63) ~O anne 4m sate cPa! “SOOT ° SSC 494 ade 45494 sade <CTs “QT “ITT TT wal 49454 494g¢ CPE PEP SOOT) ed ~<OPs de 49494 49499. <I —<VTT es COS 499999 Cpr! fastasase \N “QS “ITT “OT 45494 44 454 “VT ss Ps oe $4394 asada 454 <= ay \N “Qs | irs 4949599 434 <“ ee —<VT 4949999 “So <I Ts Spt) “IT “Qo <<“ es 254 i LYy eee tir <= DR 434 XO ils asada Sade Sasasaie 45454 —<SortTs “Te “QT Tr / 434 asad 434 <<“ es eae <lT S 434 CP a! 494 Seen. Cts “QS asada 494 q$¢ 434 “ITT Tt eee ee 434 SPL! CPE PEP) ~<TT s OTT ese sai 434 434 494 ee <—s “NT 49494 49494035 lethi< 49497 ee “Te <I TT O95 ° 434 Sasada 444494 494g¢ <=“ Ps <I <I cpa! 434 Seer cco Pepe _taaae ad 494999 434 434 ae a 434 499995 Sasadq See <= es 49454 <L s <CTte “Ot es ee aig eee eS <= a4 <I s i e Saeean— ° rw 494 RPD Pt) ade Co WOS <CCOT 494999 494 49494 OR 49454 494946 394 49494 49494 434 ¥uy Y DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 UTILITY PLAN STA 45+00 TO 51+00 SHEET | TOTAL REG | STATE PROJECT NO. SHEETS SE Vl VI-0081(002) ES 97 oO oO % 1 aad + gtitiit ase PS O85) ——ooe AeA [oa A Pp rrr Tr & cr a sooo sor x - PE Sse = Coe st ATH PEEEE D tw = = Ss — = = — prpebet 4, 19. = Dre an. eases atasad — = Wagaiess pees —— orb eePy <3 atqtatgtgd = = 4 4969494 434 494999999 Wa4q4g9g4%q4 aggadasda anagatasa 9 4g%g%q4 494g4g4 Jad sasasasa* 949994999 a4q%g4 —o mas oe EN NY, N agdgdg4ge 4949494 Waigdiada PPD PL! qgdgagada an SEEEERREEEe NS \\' 4949454 SQ SEE a Oea prbecerene Fis | 7a A\ 1 \\ fata <as, ee Brush U — — aera qos A ‘fas BRUSH LINE to tO Reger cra peepeREE Neier 514) ore rere Wiest eaat Wo ag tee ag Og tats Aa fates FepreeccPoreek a aetna easatad <= Esa atgs SEOEERSE ND Trust LUNE. RELOCATE INNOVATIVE UTILITY POLE. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING RELOCATE INNOVATIVE UTILITY POLE. ROUTE 31 UTILITY PLAN STA 357+00 TO 62+00 REG | STATE PROJECT SHEET | TOTAL NO. SHEETS SE Vl VI-0081(002) E6 97 RRil HED BRUSH LINE No =) BRUSH LINE BRUSH LINE se Au eG ct BRY ga UNE Satetas Sees BX (Ce gas sas oan = 4494999944 agg ¢ 4099 @) 4g4g4q4 49499994 454 494 94G4 54 ag4g4a4 ‘ag4g4g4g4 45494g9 BRUSH_LINE 494 49454 494 eps! si BS sss 434 Hates 4 S a5 4 > adat asa a4 a4 454 we Aas GS CoEp yy we Ass a4 Gas Aas VA ad asy assy RELOCATE Aas3 % ‘a4 assy ad 70% So Qi “ass, iy fees ass, on! AAS4 aay doa’ as¢ fade aay Yas a4 ad ass ad RELOCATE WAPA/INNOVATIVE UTILITY POLE. aa ad fas 437 Ly % Yess & aad % aay a Yass as fas ‘$4 KS ‘a4 aay & ‘a4 ass SCO a 94, at bP) aty fade 437 Yhars A2y 429 Y ght DEPARTMENT OF PUBLIC WORKS % 439 bP) OFFICE OF HIGHWAY ENGINEERING ¥ So has Aad V£) ‘aa ROUTE 31 fad aay a, \ by as “y, fad UTILITY PLAN Una aia ‘a4 ‘$< STA 62+00 TO 6/7+00 429 ass bP) Ass SHEET | TOTAL REG | STATE PROJECT NO. SHEETS SE Vi VI-0081(002) E7 97 454 “oe aty 44 4449 ad 454. aS 454 454 ‘ada aay “hb ‘asa aay ag Ass? 494 XO % RELOCATE WAPA/INNOVATIVE UTILITY POLE. i Oe NN Ne DEPARTMENT OF PUBLIC WORKS KON OFFICE OF HIGHWAY ENGINEERING ROUTE 31 UTILITY PLAN STA 75+50 TO 80+00 REG | STATE PROJECT SHEET | TOTAL NO. SHEETS SE Vl VI-0081(002) E8 97 % XD % vh Ze tO p—ao2) 4 Ny, Al WoO 2m oa ?PQ NS) mo a = = = U) \ ZOMSSSSSS 2 SISSISQNSS CRRRRRRRRKER <XO yy ~Yy cea 2 RRRRRRE LISS YY xe Spy > RRRRARRA re ORRRRRRRRRREP 2 2) Ae NISSAN ISN NS e— Se CO O 4 RERKRRKAY DS we IES $ ae 3 Ys SSS Pom Ae AS Ss CORRRRRRBARRA OY SO Sy RRRBRRRAG SS Oyyypypw>> Oe. RRR RRRRRRRR RRB SF SH XG, D oO ‘o Cees ie) NO Z SA * ° \ — \ ° % Zz \ we INNOVATIVE UNDERGROUND LINE. \ \ DEPARTMENT OF PUBLIC WORKS \ ° OFFICE OF HIGHWAY ENGINEERING ROUTE 31 UTILITY PLAN STA 91+00 TO 9/7+00 ao REG | STATE PROJECT SHEET | TOTAL y NO. SHEETS SE Vl NO VI-0081(002) E9 95 a ot oo oO Il +> A 0h? =ONoa = eo i eo) NH ODI@® OwWz WSs w\gsY Ye fal ew ee To BG = \ \ S—<a 8 A |= ——=a OQ, — \ 2 a annn Emma oor Lith \ 4 a a | gor _— E UTILYTY POLE oe RELOCATE WAPA/INNOVA 0) ee \ \Y \<s Ss p00} % & <P 00° La <j a PO van WW i Dy, ZS He] RA RR KR KS KORA CR SN x DSS RRR Oe Ui SS CRRA WN RRR NSS CRRA KY RRKA Cae: SSS) iss RRR \ = RSS RRR WSN RRR i O lyr» WY KY RRA SSN SSS ' RRO KSSH RRR) SONY IE 5S RRRR KOHD RH “SY 9AGG. NAS 4 (es SS €Us & \ \¥ 4ao DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING NS LS ROUTE 31 KS UTILITY PLAN STA 97+00 TO 103+00 \ REG STATE PROJECT SHEET | TOTAL NO. SHEETS SE Vl VI-0081(002) FA 97 QO SAUL BY K/ © Se Oa Oye TOR ( [pra lash) q\ RELOCATE FENCE 3° TO THE SOUTH Za: 5 ge LJ @ Li. a is. i SHOh [605 3606 3000 \) sfSt5e + + e+ Al SOc Stic: RO oO; aon Soo Lp ar 9600 S600 96005 etSeoe5 otSexe cefStoe PLOT 181 & PD Le SS > oS LoS PNGR NZS: 4 BT PLOT 180 Y, ater Sor 6 ZZ FOR INFORMATIONAL PURPOSES ONLY D| OT 179 DRAINAGE EASEMENT A” AREA 202. Q5SF PLOT 176 FOR INFORMATIONAL PURPOSES ONLY DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 ROW PLAN STA 094+00 TO 14+00 REG | STATE PROJECT SHEET | TOTAL <>: =<cTps NO. |SHEETS <C> <P <cl <C> PLOT 34 SE Vl VI-0081(002) F2 97 <I Te- <cT?s <cT a a | << <ces <I t oer + 4" 4 + OR —_ 7~ “eT <—CoCTh <cotr | ERR St] < SOPs <=“ <P SS =<CLUPSs =<CLPs <UL s CLES age —<CLES <—ESss <“ES / <Ss <i Lac~— = TESS PLOT 35 CES >.> Ss = <C> <== Se <CCEea SEBS Sk 7A Sa \- ae CEES <== <CESs <CESs CES <C> <Cce= Sp <C> —<TE= —<=lES PLOT 2/7 » SRS <—S. =< <<“ TSe EL “SSS SASe Ss =SSSELT a. Sns SEMAN fl] <CeHe SES Sey “AE et oS SSS a a> cS Sr <r <= >< 2 pS oS = “ES 5 SS —S <l <—l- <tr <r SSS Sse am SES SS Ne. —— —— SS RELOCATE FENCE 3° TO 5’ SOUTH SESS S OF CURRENT LOCATION. Sax SX PROPERTY ACQUISITION REQUIRED ”B”. AREA 1,/95.96SF ey PLOT 4A FOR INFORMATIO AL PURPOSES ONL DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 ROW PLAN STA 34+50 TO 40+00 VC LOld ; ‘2 a4 = X| PLOT 2D INV.=159.45 SQ, DRAINAGE EASEMENT "E\ AREA 3,/24.60SF STA 2007 EL 161.83 N 66661.09 E 1087122.94 Qo PLOT aN aN 2H SHEET | TOTAL REG | STATE PROJECT NO. |SHEETS SE Vl | VI-0081(002) FS 97 PLOT 2F Qo ++ + e+ +s a+ + oo os 36 +s 36 +s a+ +s + + PROPERTY ACQUISITION REQUIRED °C” AREA 1,609.54SF DRAINAGE EASEMENT ”D” AREA 845.30SF FOR INFORMATIONAL PURPOSES ONLY DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 ROW PLAN STA 78+50 10 84+00 REG | STATE PROJECT SHEET | TOTAL NO. SHEETS} SE Vv VI-0081(002) F4 97 na mz DA oa a2) 2p WoO 2o ano ? oD ee aa CA ————~ ee i 6) oe EX —— = —— Eo ——— ESS — ——_ ————ge —— eo Ss —— ——— U) —— ——— eo ——— ——_ —— So ES —— —— oS> — ES —— — ——oo ——— \\ ———— —————_ SS » SSSI LESS . Sy yyy KRRRRRRRB SENN ZR cK “——~__-° RRRR NSS: <S — 7S, 08: = >» 2 “a%~ SISNSSSIIN\\ CRRRR RRO r—s3 oo RRRRRRRRRRRR SS xR 2: SS ice 4b XN Lymm wws RRRRRRK ye <> = > <> ES ARERR) wes) SSS ¥ (x SS SS ae S S CS yy yy SS PWD 2543—-A - ISIS) G, vy RRRRRAB SSA yy) RKA a SSF 4 (2 \s LES. —x~YY ey Zz Dye A RRRRRRRRRD <—f- —S > S A RRRRRRRRRR GB S — os SS sw —e a NISL SSS “A LP SS TE s SS << > > EZ a A <b ses Sen ES <i | =n use DRAINAGE EASEMENT °F” ZF We AREA 4,450.00SF NN S —— Z| FOR INFORMATIONAL Z) a, PURPOSES ONLY DEPARTMENT OF PUBLIC WORKS a OFFICE OF HIGHWAY ENGINEERING GO % 7 oS ZG ROUTE 31 KC Woes My 7 ROW PLAN Ex? STA 95+00 10 99+00 Me LT REG | STATE SHEET | TOTAL SE vi | vi-0081(002) F5 97 WT , . — \ 2 O2—™ ss —— S ————- = — \ DE Os ES Ne So>= Va [= My Me 36CASTLE COAR ik Y 2s OO LES y PWD 9335 Ky 4 <\\ | My Y ABR Oe ko MG VA Y Oa PMD My Mo \\ * D, we) Bp) Me RO Q) Ep Y PN ‘oY ‘Y i ue] KRY N Swe NN y Ep Obbs QO yy WNSAN RY RR VI gv? ) Ke s "OOO. CRSA: (yy SSE Ox? 4 SRY Ks RAY AVN AA Om So WQS Ee ORI Kt Obs eS A SOS MRR AQ! QO Ke NQQA\ RY KS. (> ioe Sd Bi VORA SARA: (yyy, PS) SH Y§ LIK SY Vi \ Bi Y Sp Ke\\ \ \ V4 Y \Y) ee. Le DRAINAGE EASEMENT =F AREA 4,450.00SF \ —_ OFA PETERS REST \) FOR INFORMATIONAL EY \\S PURPOSES ONLY \\ \\ er \\ NS \S A ag DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING OF PETERS REST \ PWD 9335 STA 98+00 TO 104+00 SHEET | TOTAL REG | STATE PROJECT NO. |SHEETS SE Vl ViI—0081(002) F6 97 ati oeee CoCr tT Oe oT . Ak ° QO QZ Y — a _— ES -—- 4 DRAINAGE EASEMENT ”G” —— AREA 1497.00SF FOR INFORMATIONAL PURPOSES ONLY DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 ROW PLAN STA 119450 TO 125+50 LEGEND TABLE # 1 SIGNAL HEADS SIGNAL HEAD NUMBER NUMBER AND TYPE MOUNTING VISOR BACKPLATE 2” ELECT. CONDUIT 3” ELECT. CONDUIT EXISTING CONDUIT SIZE 1 PULL BOX 2,3,5,6,8,9,11,12 8—POLYCARB/LED/(A) | MAST ARM | TUNNEL [5” LOUVERED 1,4,7,10 4—POLYCARB/LED/(B)| MAST ARM | TUNNEL [5” LOUVERED 13, 1—POLYCARB/LED/(P)| POLE CRATE - 14,15.16,17,18 5—POLYCARB/LED/(P) | CLAMP CRATE = EXISTING SIZE ll PULL BOX SIZE III PULL BOX SIGNAL HEAD WITH BACKPLATE TABLE # 2 MAST ARMS & POLES PEDESTRIAN SIGNAL POLE WALK AND DON’T WALK CONTROLLER VIDEO DETECTOR DETECTION ZONE DETECTOR LOOP STREET NAME SIGN LUMINAIRE WITH MAST ARM 130 WATTS LOCATION TYPE MAST ARMS FOUNDATION A 26’ MA COMBO 35° T.S. & 10° LUM TAPERED S-35 B 26’ MA COMBO 30° T.S. & 10° LUM TAPERED S-30 Cc 22’ MA COMBO 55°/35° T.S. & 8’ LUM STRAIGHT S-25 D 8 NONE S-2 E F LUMINAIRE BY OTHERS MAST ARM WITH POLE MAST ARM & POLE W/ABOVE SYMBOLS SIGNAL HEAD NO. (TABLE NO. 1) (A) (B) (P) SPIKE OWE ODO SIGNAL HEAD CONFIGURATION 12” LENSES LED WITH 5” BACKPLATES 48” TREE GY ke Ie ITEM 63601(A) [POLE _"C” | REG | STATE} PROJECT SHEET | TOTAL ae No. |SHEETS| 5 \ \ew SE vl ViI-0081(002) FA1 97 \ a 3 vot NO —_ ITEM-495601(A) iON, |POLE A” | : \ STA. 100+42, 39’RT On : (ROUTE 81 N) ey EE ITEM 63601(A) [POLE _”B” | STA. 100+43, 39°LT ITEM 63601(A) —4B POLE "D” (3) STA. 100+94, 26’LT. BO DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING STA. 101+03, 43’RT (ROUTE 81 S) SION FARM ROUTE 81 SIGNAL PLAN INTERSECTION Section A a7 Section B 7 ~ Flow Front View Section A Max. staple spacing 6” / Staple 1 Zit i Section B Staple Va NX Posts Top View JOINING TWO ADJACENT SILT FENCE SECTIONS Max. spacing 6° | | Vv Provide sufficient gth to prevent water from flow around the end of the silt fence i ing V om SILT FENCE INSTALLATION IN A DRAINAGE DITCH Note: Existing grown (undisturbed) SHEET | TOTAL REG STATE PROJECT NO. |SHEETS SE VI VI-0081¢ 002) Gi 97 Fill slope Elevation Varies 7 i Fl 2 Max. spacing 10’ “ow 5 w 3. i Plan oO 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. Use drainage ditch installation for low flow conditions only when specified on Erosion Control Plan. 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(A) PROJECT SE VI VI-0081¢ 002) 2” X 4” Wood frame Gravel filte Geotextile, Type I V | Frame ——— Sediment laden runoff 12” (up-) i Accumulated sedime Drop inlet with grate Gather excess at corners Bury geotextile a depth LU TT 1] all ‘ ground line. oe A et ee Wire mesh Ati se TERT EPO TET TT eet SILT FENCE DROP INLET PROTECTION (TYPE A) GRAVEL AND WIRE MESH DROP INLET PROTECTION (TYPE B) Note: Use Type A inlet protection in sump locations only. 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. a vvuvnpevwvvrvvse . OL - Pry 9 Wire mes Concrete block ». vB vwuwuvvse Af. 2 x 4 wwe ly v wwvywvy A ES _./ Anchor (typ.) f Curb inlet Emergency overflow 2” x 2” wood frame vwy f: if: “Ae A ane vvrwy fr en ee ZaZ ies 4 X - 4G 7° Sandbag (typ.) vv wv vy] 2 2 : Piet “ cgael wire mesh — Spacer (typ.) Wire me Concrete blo Ror oss enti th) Gravel filter ‘Pp 9 ig Sediment laden runoff Accumulated sediment . rar Sand bag or Accumulated sediment ar i SON” —. alternate weight SECTION A-A ag arEe iz — 7 NE Curb inlet Gravel filter i SS mo ; i Seen) ot ; for Tk , oo SECTION C-C BLOCK AND GRAVEL DROP INLET PROTECTION (TYPE C) mama} te fo CURB INLET PROTECTION. WOODEN WEIR (TYPE E) Curb inle Wood stud, used to retain concrete blocks SECTION B-B NOT TO SCALE General Notes: 1. For gravel filters use 2” — 3° diameter coarse aggregate. DEPARTMENT OF PUBLIC WORKS 2. Use wire mesh with 1/2” x 1/2 ” openings. CURB INLET PROTECTION, OFFICE OF HIGHWAY ENGINEERING BLOCK AND GRAVEL (TYPE D) DETAIL TEMPORARY INLET PROTECTION DETAIL 15701 (B) (not to scale) Existing slope 3:1 or steeper Embankment \ \ \ R Zar A BENCHING DETAIL A SLOPES STEEPER THAN 1:3 Existing slope Flatter than 3:1 MAX 12” max (Typ.) Backfill layer \, LLL ANN 95” ( Typ. ) (See note 3) 1 2 o}) Typ BENCHING DETAIL B SLOPES FLATTER THAN 1:3 ( eT ; SESS 12” max (Typ.) LZZEEKLZEZ SS. t . LEE | Backfill layer Varies (See note 4) SHEET | TOTAL REG STATE PROJECT NO. |SHEETS SE VI VI-0081¢ 002) G3 97 NOTES: 1. Where the embankment foundation is a hillside or another existing embankment, the foundation must be benched while the embankment is being constructed. For slopes 3:1 or steeper, refer to Benching Detail A. Cut & ft wide horizontal benches in the existing slope. Bench the slope as the embankment is placed and compacted in 71 ft thick layers until a backfill height of 4 ft is reached. Excavate and backfill in a similar manner until the top of slope is reached. For slopes flatter than 3:1, refer to Benching Detail B. Cut into the existing slope until a maximum heigth of 1 ft is reached, allowing the horizontal distance to vary. Place embankment material. Excavate and backfill in a similar manner until the top of slope tis reached. Benching is considered incidental to the item of roadway excavation and no additional measurement of quantity or payment will be made for benching. Refer to Section 204 for benching specifications. Backfill material to be used shall be tailings free of any roots, vegetation or other unsuitable materials. Non-swelling soils with a plasticity index of less than 20 must be compacted to a minumum of 96% dry density. NOT TO SCALE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL EMBANKMENT BENCHING DETAIL DETAIL 20401(C) REG | STATE PROJECT a OUTLET WITHOUT DITCH PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES SE VI V1I-0081¢ 002) G4 97 AX CULVERT LENGTH | DEPTH |\ESTIMATED| ESTIMATED B ——H B SIZE | RIPRAP OF OF RIPRAP. \GEOTEXTILE D me D CLASS APRON APRON | QUANTITY | QUANTITY NWO TE: sh | (inches) Z H (CY) (SY) . ! = 2 (feet) (feet) Pak i2 2 4 L3 =f S 1. Use for aprons serving culverts with D 18 2 6 Lo 22 9 slopes of less than 10%. a 24 2 8 LS 3.9 14 2(Min.) 1, Me 30 3 12.5 2 10.9 28 2. Furnish geotextile conforming to — SECTION 36 3 16 2 15.6 57 Subsection 714.01(a). PLAN VIEW 3 42 4 21 25 34.1 63 PLAN VIEW 48 4 24 25 44,5 79 3. Excavation for placement of riprap CULVERT WITH STANDARD CULVERT WITHOUT STANDARD 12 2 6 LS L7 8 WI not be rneasured for payment. END SECTION END SECTION 2 8 i5 32 fe WwoHOUT eS 2 10 LS 5.2 17 Original END Ss 7) 33 ground SECTION - Original 4 23 25 38.7 70 ground 4 26 25 49.8 87 Variable slope ~ ~ Geotextit€ (min.) Geotextile SECTION A-A SECTION B-B PROTECTIVE APRON AT CULVERT OUTLET WITHOUT DITCH Cc ro OUTLET WITH DITCH PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES SN aN CULVERT LENGTH | DEPTH | eer7mATED| ESTIMATED Pa) } 8 Dp o£ A 8 E SIZE | RIPRAP| bao w la eo wy | RIPRAP |GEOTEXTILE = — Ss 4 i <4 8. 4 ~D CLASS , RC QUANTITY | QUANTITY ef gh a 88 Se 5 + Q Ss (inches) (feet) (fet) (CY) (SY) | 8 & 8 72 2 4 LS 0.9 5 an Q an Q 18 2 6 LS 2 8 obs Shh WH 24 2 8 LS 3.6 13 ; 30 3 125 2 93 24 Lec eeu Lec ENO 36 3 15 2 13.4 32 PLAN VIEW SECTION . PLAN VIEW 42 4 21 25 27.3 53 48 4 24 25 35.6 65 CULVERT WITH STANDARD CULVERT WITHOUT STANDARD 12 2 6 LS L4 6 END SECTION END SECTION 18 2 8 LS 2.7 10 WwHHOUT 24 2 10 LS 45 15 4D 30 Ej 14.5 2 10.8 27 Sloped 1V:2H _ igi END Sloped 1 Original orginal SECTION |___36 3 17 2 15.2 56 groun Match existing 42 4 23 25 29.9 57 Match existing ‘ a , 4 Original ditch slope Q,2 ditch slope Qe 48 4 26 25 8.6 70 ground | xs SLE NOT TO SCALE Geotextile a2 ~ ~ DEPARTMENT OF PUBLIC WORKS NE \Dy Se ats rs OFFICE OF HIGHWAY ENGINEERING ~ & i) <= Hlowline Geotextile Geotextile DETAIL SECTION C-C SECTION D-D SECTION E-E PLACED RIP RAP PROTECTIVE APRON AT CULVERT OUTLET WITH DITCH DETAIL 25101 1. Utilize an approved Safety Edge system to create a sloped edge profile onto the roadway shoulder. Utilize an approved Safety Edge system that cormpacts the AC and provides a sloped wedge equal to1.:1.2 to 1:2.0 measured from the pavement 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. 3. 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 made for the construction of the Safety Edge. All work associated in the Safety Edge construction shall be integral to the pavernent work and shall be included in the contract pricing for those pay items. ASPHALT PAVEMENT SAFETY EDGE NOT TO SCALE SHEET | TOTAL REG | STATE PROJECT No. |SHEETS Asphalt ove SE VI VI-0081¢ 002) GS 97 (Final course) OVERLAY Cpepthee is "d”) epth equa | d — Inches Transition Length — Feet d al \¢ 1 20 Existing asphalt pexement a EE ————— | 1.5 30 TT Existing base cowrse| 2 40 | —— Remove pavement (mill) 2.5 50 3 60 Transition length variable (See table) ASPHALT PAVEMENT MILLING Normal edge , . of trave/ al. 4'& Varies 7 Jane Shoulder New pavement Existing pavement 8% max. & (ae Noh ee Typica varies Sections) Existing ie ground DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL ASPHALT PAVEMENT MILLING & SAFETY EDGE DETAIL 40301 /41301 Existing Asphalt Surface Edge of Pavement \, Sawceut Line _ Sawcut Line SHOULDER MILL EXISTING PAVEMENT a DISTRESSED AREA PROJECT VI-0081¢ 002) FULL DEPTH PATCH TYPE-—1 (FDP—1) 41803 1. Mill existing asphalt Pavement 12” minmum from. the distressed area or areas shown on the plan. 2. Excavate to a Depth of 18” or to a depth Van DEPTH PATCH TYPE-1 specified by the engineer. Stabilize subgrade. . Backfill With approved aggregate grading °C”, and place a minmum of two lifts and compact to 95% standard proctor density. . Place 3” Hot Mix Asphaltic Concrete and Compact To Provide a Level Surface With Top of Existing Road Surface. EXCAVATE ROADWAY 18” DEPTH OR AS DIRECTED BY THE CO-FDP, TYPE 1. COMPACT AGGREGATE BASE GRADING ”C” 15” DEPTH PLACE HOT MIX ASPHALT CONCRETE(BASE) 3” THICK DISTRESSED AREA MILL EXISTING PAVEMENT EXISTING BITUMINOUS CONCRETE PAVEMENT | 12” MIN. } } } NOT TO SCALE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL FULL DEPTH ASPHALT PAVEMENT PATCHING DETAIL 41801 SHEET | TOTAL REG STATE PROJECT NO T SE VI VI-0081¢ 002) G7 97 1. EXCAVATION AND AGGREGATE GRADING ”C” 12” DEPTH WILL BE SUBSIDIARY TO THIS ITEM 50101 REINFORCEMENT I[S ALSO SUBSIDIARY TO THIS ITEM OF WORK. 2. USE 4000PSI PORTLAND CEMENT CONCRETE WITH #4 REINFORCEMENT ON 12” CENTERS 3. ANY SAW CUTTING REQUIRED TO OBTAIN A NEAT STRAIGHT EDGE WILL BE SUBSIDIARY TO THIS ITEM. VARIES(SEE PLAN) 2”TO 4” INVERT Un REINFORCEMENT ON 12” CENTERS qV g ®@ a a A _ Vv e 4, OSOSO Loe, 56.6 SE LE ses oe BE RAIS ce a= xy — BO ys Ma HAAS Ox JS 50-0. 0.0. LOW WATERWAY CROSSING NOT TO SCALE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL STRUCTURAL CONCRETE LOW WATERWAY CROSSING NOT TO SCALE DETAIL 50101 REG STATE PROJECT NO SHEETS SE VI VI-0081¢ 002) G8 97 1. EXCAVATION AND AGGREGATE GRADING ”C” 12” DEPTH WILL BE SUBSIDIARY TO THIS ITEM 50201 REINFORCEMENT IS ALSO SUBSIDIARY TO THIS ITEM OF WORK. 2. USE 4000PSI PORTLAND CEMENT CONCRETE WITH #4 REINFORCEMENT ON 12” CENTERS 3. ANY SAW CUTTING REQUIRED TO OBTAIN A NEAT STRAIGHT EDGE WILL BE SUBSIDIARY TO THIS ITEM. 10 10 1.5% SLOPE 1.5% SLOPE #4 REINFORCEMENT ON 12” CENTERS x ie EE ey xy amas SOE REE ist CC ) Sod SZ AKA ——Ca CONCRETE PAVEMENT RESTORATION NOT TO SCALE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL CONCRETE PAVEMENT RESTORATION DETAIL 50201 PROJECT VI-0081¢ 002) CUNCRETE ROUND PIPE CULVERT FILL HEIGHT AND PIPE CLASS TABLE NOTE: PIPE EMBANKMENT TRENCH SIZE [MINIMUM | CLASS u|ctass m| class | class v|{ctass m| class i1|cLass | 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 37 on the parabolic curve as designed exceeds the elevation of the inlet 18 24 10 10 25 39 14 14 45 i i i i 34 ry i 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 = is 4 ce +t ig if = 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 trench excavatign _ * _ . Where unyielding or unstobkle material is encountered, install the pipe Roadway Embankment culvert according to the limits of pipe compaction shown on standard Limits of Pipe Compaction 602-3. . When grades exceed 10%, install supplemental concrete pipe ties on pipe LEGEND: culvert or install bell and spigot pipe. » D AXtS ————— . Maximum fill heights for pipe culvert installations may he increased SSospecaing Material on approval of site-specific structural pipe designs meeting the criteria =H 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 Impermeoble backfill material (“4 EMBANKMENT INSTALLATION TRENCH INSTALLATION End Pipe culvert treatme Cl) Piping Plug" e'| SECTION A-A MINIMUM SPACING (See Tabled Do not install fastener over pipe joint. Ln Construct oa piping plug of impermeable backfill a material at the pipe inlet where granular 1’-S"_ max. Tapered Holes permitted material is used for backfill. oo when precast © 11/4 ” dia. Hole foOr3" min 1” dia. Joint tie ATS PIPING PLUG MINIMUM SPACING * ape abe pe Ei : NOT TO SCALE DIAMETER |EMBANKMENT| TRENCH = eG Ring ‘e required = e WL YY DEPARTMENT OF PUBLIC WORKS INCHES a OFFICE OF HIGHWAY ENGINEERING 12-36 15" 2H | 2’-9 1/2 " max. | DETAIL 36-96 vA 72" I DOVER 96 48° 72" 2’-6 1/2 " min. PLACEMENT OF HOLES CONCRETE PIPE MULTIPLE ROUND PIPE INSTALLATION SUPPLEMENTAL CONCRETE PIPE TIE CULVERT INSTALLATION DETAIL 60201(A)/(B) PROJECT VI-0081¢ 002) Notes: 1. All headwalls are oriented parallel to the roadway centerline unless otherwise indicated on the plans or by the CO. When pipes are on a skew, adapt and lengthen headwalls as directed. Chamfer all exposed corners not rounded to 3/4 ”. . Quantities shown are for one headwall with pipe at right angles. . Construct headwalls using dimensions shown under values for 1 1/2:1 slope, unless otherwise designated by the CO. 6. Provide reinforcing bars 0.9L or 0.9L’ long. 7. Place a 4” depth concrete apron with #6 (6"x6") W.W.M. 3’ from concrete footing of the headwall. aw Bars @ 9” max. spacings (Each Way) Aggregate base fs C FRONT ELEVATION SIDE ELEVATION HEADWALL FOR CIRCULAR PIPE HEADWALL FOR ELLIPTICAL PIPE DIAMETER OF PIPE CULVERT SIZE OF ELLIPTICAL PIPE CULVERT (SPAN X RISE) 15” 18” 21” or 24"27” or 30"|33” or 36” 23" « 14°|30" « 19"|\34" x 22” 88" = 24" 42” x2 27145" « 29" |49” ~ 32”|58" x 34”|60" = 38” 0’-8”"| 0’-9” 0’ P’—0” *—0Q” 0’-9”| 0’ -10” O’-11” O’-11) 1’-0” 1’-0” 1’-0” 1’-0” r-1" 7°-3"| 7’-6"| 1°-9” 6” 7-8” — Oo -9"| 7-108 1-111 1-11? 1-11 1-7 1” 2 7 id ’ 1’ 1 7"| 1-9"| 2’-2"| 2’-6" 1f 2’- 4” -5"|_ 2’-7”| 2-8” | 2’-9"| 3’-3” 10” 2-3” | 2’-5"| 2’-8” | 2’-101 3°-2” o’-9"| o'-9"| 0-9” | 0’-9"| 0’-9 4-0"| 4-2"| 4-5" | 4-7"| 4-11 2’-2 ’ A) 2 0” 2 ” ’ ” ’ "| o’-9"| 0 3-9 4 8-0 0’-8” ?-2"| 7 7’-8"| 7° *-3” 1’-2"| 1 o’-8”| 0 j 7 2’-10| 3’- 5-5" | 7’- ” 10°-27 10°-14” 12’-1"| _12’-14” 13'-0 1-117 _2’-6"| 2’-10” 3-6"| 3’-9"| 4-1"| 4-5"| 5’-0” CU. YDS. CONCRETE CU. YDS. CONCRETE 0.492 |_0.697| 1.319| 2.067| 2.947 - Pipg 0.502 | 0.855| 1.236| 1.500| 1.811| 2.101| 2.512 | 2.801 0.521 | 0.739| 1.398| 2.198 | 3.145 ’ 1 6 1-6 6 fi) 8” 0’- 8 9g ” 2’- 1 ¥ 3 2” 79” '_3 ” 5’-0”"| 6-0 1- 0’-9” ” io 7” 8-6 ” ’ _n” 10°-0° -5 -1 -7” 3” 3 2 6 DIS |] se S [a] ty > 2.969 FOR DBL. ELLIPTICAL PIPE DIAMETER OF PIPE CULVERT 15” » 129” or 24°27" or 3033" or 36” *_g” 1’-0” NOT TO SCALE 0’-8 7°-1” 7°-9” 1-7" 2’-6" DEPARTMENT OF PUBLIC WORKS 1 2 OFFICE OF HIGHWAY ENGINEERING ? ” *_9” ’ ” = MINOR CONCRETE HEADWALL FOR CULVERT cU. . CONCRETE DETAIL 1.319| 2.067] 2. 1.398 | 2.198 . Sheet No. 60101 0 4’ 0-8 2’-11' 5°-0” PROJECT VI-0081¢ 002) HEADWALL FOR DOUBLE PIPE CULVERT DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES 12” (min.) QUARE HEADWA 15° SKEW 30° SKEW ashers NOTES: B L ICONCISTEEL L |CONCSTEEL L ICONCSTEEL ft_| ft] Ib ft_|_ ft] Ib ft_|_ ft | Ib 13.8 | 54.71189.6 14.8 | 56.5|205.0 16.1[ 63.2 [216.0 16.1| 65.7/222.7 16.7 | 68.9|227.1 18.4] 77.0 [253.5] 18.0 | 77.3|253.9 19.0 | 80.2|264.6 210 [89.3 1297.6 20.0] 89.0/313.1 21.0[ 91.81321.9 23.31102.41366.0 22.0 6343.9 23.0[104.21363.8 25.61116.51412.3 25.3 5/405.4 24.6 [125.71381.41 27.6 |140.2/429.9 26.2 445.4 26.9[133.11449.7 29.5 1148. 7/493.8 28.2 3478.4 28.9/147.3487.2 32.5|164.6/551.1 29.5 509.4 30.51157.51522.5] 34.8 1175.91599.6 31.5 0571.0 32.8[173.01606.3 36.7 1193.21683.4| 33.5 621.7 34.4 /188.91643.7] 38.7 1210.81727.5) 35.1 652.6 36.4/203. 1676.8 40.4 |226.4|751.8 37.1 698.9 38.1/220.0709.9 42.3 |245.4|787.0 38.7 |226.71769.4 40.0[234.8795.9 44.9 |262.01895.1 40.7 |244.4/815.7 41.7 [252.9837.7 46.9 |282.21945.8 42.3 |259.6851.d 43.6 |268.41879.6 48.6 |[299.81985.4| 44.31278.3936.9 45.3 [288.2961.2 50.5 1321.41073.4 45.9 (294.5983. 47.2|305.1011.4 52.5 1340.4] 135.4 47.2 1308.31020.] 48.91319.4053.4 55.11356.01 199.4 48.9 [325.21 104. 50.91336.5 153.¢ 57.11375.71300.1 50.9[346. 1 168.4 52.5[358.1203.4 58.7 1399.4] 349.2 52.5/363.71219. 54.5(376.5 258.4 60.7 1420.21415.4 54.5 1385.31 269.4 56.41398.1318.4 445.01457.2 x= > > ¥ 1. Concrete conforms to Section 601. Pour concrete monolithically. Chamfer all 10 hex nuts exposed edges St4 and finish all exposed 2” (max.) surfaces with a Class 1 ordinary finish. 2. Cl for reinforcing steel is 2” unl M10 HOOK BOLT DETAILS Clearance for reinforcing steel is 2° unless Cound ew I Fy| > NP SINGS loo en loo ts len loo ty [CIC |JOIN | OJ |m co ° fom (onal |e OO KO }00 ko foo|wiJo> (0 |o0|Jor|on|_., {0 |o0|o0|~iJo>|on|_., . Headwall dimension ”H” may be reduced in ! ‘ \ solid rock provided the wall is keyed into Roadway \4 : the rock at least 12°. Excavate dnd a 90 backfill according to Section 209. B . Set hook. bolts on nominal 18” centers kew Angle L LO J00|00 Nooo |, IDO [O00 NI [ay OTA FR ea | | JO] | [ONO | [01- kO |00|00|NIJNi > fon fon ow around pipe perimeter at_center of headwall. Hook bolts conform to ASTM A307. Galvanize according to ASTM A153. IND J [A [A [| | JooJr uns Ino [holo NI®ISININ [oof 5/o MIolololylwlulolo * Culvert . For installations with more than two pipe culverts, increase the dimension Land all quantities shown for double pipe installation by adding a length equal to dimension B= and the incremental change in quantities for each additional pipe culvert. N JA JOJO|OJONI@IOUB IAIN 110 MIN JoJoJols [A] Es Joo 0000 Io JNo|N IYO 1 A £0 0 (© co [00 00|00 foo[WNIINNi]0>|»] >> nfonfenfon|a|. Ky Ls [C01 | | |O 1D] | [CO 1D |B | [C0 [D/A IN [CO NIB JIN [co Ro J JA | J J J J J J J | [J lo . For skews other than thosg shown, myltiply quantities and dimensions A, B & L for square headwalls by secant of the skew angle. TYPICAL HALF PLAN . Final quantities will be determined by using HEADWALL FOR SINGLE PIPE CULVERT ‘ r : : ess . Do not order materials until the length, skew as OPO PATE PATS TALS lane [on loo i en] OJ JN [U0 Jo {0 [60 J00 [00 INNO on Jno} Ls fon fen Ih ||OPS ID|P> I- Mo tS IoOfa ofA SEATS PATS lent Eo Joao ty IN|OOJOIN ea tots Wulf [is foo | lon loo a (nOTOIN [OO IN [yo Ol NNO FAIA NISL ISI [oo 00 foo fi [en OYJ 1 DDION AS II IN IN | 1 [60 19 JOO IN NI |B IGIN | 1O LOIN Jato to [Ew Es JO Jew TOu NR FR Nu | |00 [00 [00 fen en]. N|>|O|d|o|oloNI Nala loaalaiy|—|-jo NINININISINININININE EE IF] /4/6 1 IE Pa PP PH PP PH PG O00 J00 INN IO Jo JOON LS IG IG JS J JF |O Jsjofo}ofol.jol.Joli.JoliJoli|lJoJolo RO IN INOINg [A [A I} | J J J | [a J 1 [a [a la la NINO ION |S IGIN Ih J JOJO] TE Te . [e) the tables on this standard. DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES 1 SQUARE HEADWAL 15° SKEW 30° SKEW 45° _SKE L ICONCSTEEL CONCSSTEEL CONCSTEEL] L |CONCISTEEL | | ft5 | Ib ft3_| Ib ft3 | Ib ft3 |_ Ib : 32.11108.0 33.2 1116.8) 37.1|130.1 45.2 1154.3 ; angle, and slope bevel in the field have been approved. I Saal en (oa [CO > |S Fs (0 | FS Es (0 J HA Es KO LAI JO AIA I co] ny I ar Ih ie Ke) IO [0 INI JOTI IN9 [O | [00 | In| Jno [O }- 39 21130.1 40.6[141.1 45.21152.1 55,4183.0 46.6[156.5 48.4 [156.5 53,7764 65.7213.8 See Hoo 54.4 [200.6 56.5 [196.2 62.9213.8 77, 064.6 Bolt Detdi 62.9213.8 65.01218.4 72.4 246.9 97.6 69.6 1229.3 72.01240.3 80.5 266.8 630.7 0.5L 0.5L tL2"| 78.8273.4 91.61277.8 91.11817.5 585.8 L 423.3 87.2 |297.6) 90.4 |308.6 101.0)341.7 98.5 1330.7) 101.7|341.7 113.7/374.8 465.2 SINGLE PIPE CULVERT SECTION A-A D31.3 108.8)374.8 112.7|388.0) 125.71436.5 4b ' , . ” ars at equal spgc 117.6/407.8 121.5]425.5 135.6/471.8 pio2 fax | » max.) both facds 198.81645.9 A | 4 723.1 | | 784.8 828.9 ISOMETRIC VIEW 919.3 972.2 029.5 rie NOT TO SCALE 247. 291.9 DEPARTMENT OF PUBLIC WORKS A OFFICE OF HIGHWAY ENGINEERING DOUBLE PIPE CULVERT STRUCTURAL CUNCRETE HEADWALLS HEADWALL FUR DOUBLE PIPE CULVERT DETAIL Sheet No. 2 60101 mp [COIN 00 JO> Jon on | 132.41429.9 140.6/463.0 154.71515.9 165.3/555.6 178.3/595.2 189.31645.9 203. 11679.0 217.5723. 1 252.41795.9 247.6833.3 260.318 64.2) 276.2908.3 137.01447.5 145.51480.6 160.0|542.3 171.31573. 152.9|509.3 162.41533.5 178.71597.4 191.11643.7 184.71612.9 206.21670.2 196.0/665.8 218.61749.6) 210.11709.9 234.5/793.7 225.31740.7 25 1.41833.3 240.51]815.7 268.41921.5) 256.41853. 286.01959.0) 269.11901.7 500.5] 009.7 286.01945.8 318.9058. IN. IND INI IN IN IN IN IN fA Fe FE A Re fe on Jen ko Ia Win WN A JORG ns Jo lS iy IN in KO ko fo J00 [00400 oo NIN Wi fo» | o> fom fn enn fons lO|O} WYGIGIGIGQIN IN ININININININ [l/s )41s1allalol AS |G} |O]O JNO OB On © [0 [00] JO) 8 Jon JO]. I. ‘ALIS fooler lololalwloNlwsSloN Fs io] looluN 1 IBINIGIAININ IN ININNINNIN EEE ELE holo JOT AS INS E> JO J00 IN IO JOTI IN | IO [00 N I [BR INI JO NTS [Ls [00 JOIN [C0 [0 I | co | WTO NB Joo jon OS LS FB LA TS I I Es IG IG IGQUIN IQ IN IN IIe [eb be IO |00 JOD |S IN = (0 IN Joa |S IN [© JO0 IN JOIN IN | ans IND [on o> [cO Jn IN NUN IE [0100 10 IN I | O J LE NI [J PROJECT VI-0081¢ 002) OD2 ” cos(B) 8 See 8 ( iF - 7111/8” mith. Detail C Single °. TLC. | re we | LADDER RUNG 4” om 3/4.’ Steel or Wrought 4 Iron to asec where depth 9 exceeds 4’—0” METAL FRAMES AND GRATINGS TYPE 6A ” Diaphragm at third points i 1 1/8 (For 6” reveal) 2-7 1/2 8” SECTION C-C INLET, TYPE 6A sb = Notes: #4 bar (T . \. 2 , Ladder rungs’s- ° % an - 4 Nas bars’ 2” (Typ+| | #5 bars—12”—06 #5 bars-—6” shape drain a a Limited Headroom SECTION A-—A at 12” centers —— 2” (Typ | #5 bars—12’-06 #5 bars—6”’ shape drain 2 2 oO: a a Ample Headroom SECTION A-A 1. 11/8” «2 #5 bars— 127 #5 bars—6"* 2” (Typ-} f For minimum inside inlet dimensions only SECTION A-A At the option of the Contractor walls less than 4 feet may be of concrete as shown. Construct Type A inlets for pipes 24 inch and larger "For Ample Headroom”, unless otherwise directed by the CO. Construct inlets parallel to the roadway centerline and grade. Adapt inlets as directed by the CoO. For frames and gratings minor variations in design and dimensions are permitted to allow manufacturers standards. NOT TO SCALE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL CURB INLET TYPE 6A WITH 3'X2' METAL FRAME & GRATE DETAIL 60401(B)/(C) D Diameter pipe culvert Variable SECTION _E-E 43/4” 43/4” 1, All reinforcing bars are #5, placed 1 3/4 Notes: from face of concrete. 15 Rods @ 4” PROJECT SE VI VI-0081¢ 002) ” minimum a 2. In floors bars to be on 6” centers each way. In walls B to be on 12” centers. with the approval of the CO. e) horizontal bars to be on 9” centers and vertical bars . Bolt grate frame to inlet; alternate fastening methods will be allowed . Required concrete strength for this item shall be 4000psi. 4 — 0h” . Provide grate suitable for bicycle traffic. 4’ _ 6” GRATE FRAME than one slot at each inlet. r= ¢ 1 5/a” “3/4” X 8 Bolt & Nuts he four req d.) tT \ 1 ~ 7 3” VIEW-A Resistant weld or electro forged 3/4’ rod -- 5/8" X 3 1/2” X 5 — 4%” Bar 31/2" X 5/8'~ (Two req'd.) SECTION F-F 99 99 ’ _ 4 ” i 7 (8 X3 1/2" X 5 -— 4%” Bor LL > 31/2” 5’ _ 0”’ SECTION G-G 4° X¥ 3° X 5/8" X 8 -4G°—> (Two req'd.) fimo 1 M/, moe CONSTRUCT SLOTS AT INLET VIEW-C (Oblique) (Oblique) 6. Construct slots in all inlets as directed by the CO. Some inlets may require more ISOMETRIC VIEW DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL INLET TYPE 5B WITH 4'X4" METAL FRAME & GRATE DETAIL 60401 (A) (Variable) io 6”’ Concrete pavement ——~ Ss Ez 6”’ Aggregate Base Course — G Paved waterway LY Variabl 1 b] a Roadway Finished grade Level Varies Lateral pay limits for paved waterway (Horizontal plane) CONCRETE WATERWAY(TYPE IV) out * * @ Graded hinge point. oP) qo > \x Paved waterway lo r-—— Concrete pavement Bed Course - 38/4 ” Preformed joint filler ss ZL. a 4 4 24 by 6” Curtain wall SECTION A-A \ ANN 2 | Ss PLAN EXPANSION JOINT FOR CONCRETE PAVED av Vi rao REG | STATE PROJECT SHEET | OTA se | vi | vi-oosicoo2 | ci4 | 97 NOTES: 1. The approximate shape of the paved waterway is an are with a radius of 2.9 feet. 2. At inlets and other special locations, shape paved waterway to drain. widen and 3. Construct concrete paved waterway in uniform sections 20 feet in length, except closure sections are not less than 5 feet in length. Place expansion joints, with curtain walls at 100 foot intervals. 4. At the outlet end of each concrete paved waterway, construct a curtain wall on the downstream end of the last section of waterway. 5. Excavation and 6” aggregate grading ”C” will be subsidiary to item 60807. 6. Use 4000psi Portland Cement Concrete with #1(6X6) W.W.M.. 5’ 12” g 12” VARIES PY __| St 2 SECTION B-B NOT TO SCALE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL PAVED WATERWAY TYPE 4 WATERWAY(TYPE IV) DETAIL 60801-1 REG STATE PROJECT a a S TOTAL ET SE VI VI-0081¢ 002) G15 97 Note: Place 6—-inches, minimum aggregate grading ”*C” bed course under all curbs and gutters. Place #1 w.w.m reinforcement wm concrete gutter. 2 sR \ 41/2" -1 172” R 1/2” _R 4 4 N “- ~ %b en Ve D. D 08’ /ft D:D ic doo SS Le, —)___ VweavaTZe o_o- o-6-6= 6-6-6: | on | 12” to 18” 18-INCH DEPTH 13—INCH DEPTH (NON— MOUNTABLE) (NON— MOUNTABLE) PORTLAND CEMENT CONCRETE CURB PORTLAND CEMENT CONCRETE CURB AND GUTTER NOT TO SCALE OFFICE OF HIGHWAY ENGINEERING DEPARTMENT OF PUBLIC WORKS DETAIL CURB AND GUTTER DETAIL 60901 SHEET | TOTAL REG STATE PROJECT NO. SHEETS SE VI VI-0081¢ 002) G16 97 SET COVER OF VALVE BOX AND CONCRETE PAD FLUSH(1/4” MAX. ABOVE) WITH GRADE IN PAVEMENT OR SHOULDER AND 3” ABOVE GRADE ELSEWHERE 1’°-6” SQ. 6” THICK CONCRETE PAD WITH CAST IRON LID MARKED ”WATER” 2.1x2.1 WWF. FINISHED GRADE FINISHED GRADE (GROUND) (PAVEMENT) — ¥ 4 DS SS SULLA AI AL ALT CUGY UGLY: Y; QRRRRRR SHO SS TOTTI WS Ry KS CRY RR ANNAN SII ze XY NNN LOYD OO 6” SCREENED GRAVEL UPPER SECTION TELESCOPING TYPE CAST IRON VALVE BOX 6” (MIN.) 3’ 0” (MIN.) LOWER SECTION GATE VALVE SIZE AND ENDS AS SPECIFIED. 1874+ 6"¢ O ADDITIONAL DEPRESSION OF VALVE MAY BE REQUIRED TO INSTALL BURIED GATE VALVE AND BOX SECTION BURIED GATE VALVE & VALVE BOX DETAIL NOT TO SCALE VIRGIN ISLANDS WATER AND POWER AUTHORITY DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL WATER VALVE ADJUSTMENT DETAIL Sheet No. 61101 REG STATE PROJECT NGL S HE ET S SE VI VI-0081¢ 002) G17 97 NOTES: Varies 3’ to 4’-6” 2’ min. 1 Place 3/4 -inch transverse expansion joints at intervals of not more than 200 feet to match adjacent curb expansion joints. 1/2 ’ Preformed nonextruding Place dummy joints at intervals equal expansion joint filler. to the width of the sidewalk as shown on the plans. Pavement structure Curb 4” Portland cement concrete with #1 —2h% -08’ t e (var. ) —_ ar; a ble Slope t N Polyethylene Mat 6” Aggregate grading ”C” SIDEWALK WITH CURB NOT TO SCALE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL PORTLAND CEMENT CONCRETE SIDEWALK DETAIL 61501 PROJECT NEL VI-0081¢ 002) G18 Reflective sheeting 31/4" 31/4" placed front and rear Sheet 33/16)" 1/16 * Sheet 33/16)" 1/16 * Thickness 4 1/16 Thickness 4 1/16 7” ay oO 2 / TR = “| | SS 3/4 "92/8 | Symetrical a —_ fal Symetrical about + | <b> about © 1 3 <>) Splice bo slots ‘ of Symmetry 11 " -1 1/8 * ql" > |) > REFLECTOR TAB All Holes mK F — stot aw 31/44 12 1/4 * is one| 314") 3 9/16 b— W6x9.0 + Neutral So | \ ad Re ! A << \ Post bolt slot at 6’-3" spacing, | B ~<e! center to center Splice bolt slot - 8 required, SECTION A-A SECTION B-B each end rail element This back-up plate is placed behind the rail element at intermediate <non-splice? posts. 4 ’ & ey BEAM BACK-UP PLATE NX Dp STR wT® ARTBA RE-4-76 13/16 “dia. ¢typ.. Upper 2 R= 3/8 “ Radius R= 29/6Radius holes for raising guardrail to POST BOLT SLOT SPLICE BOLT SLOT accommodate future overlays. Length See Special Contract Requirements = RAIL MEMBERS SIDE FRONT Post length stam ARTBA RE-3-73 STRUCTURAL SHAPE POST eng P ARTBA P-10-79 11/2 * high and 1/74 “\ deep A 7" & 5/16 ’ or 1 7/16 ” 5/16 8 im Lge Ll f 4 L Thread Lengt 1-2" BUTTON HEAD BOLT 1 1ffutt length Idle. x 1716 2 1 172 * minim deep recess~ 9 142 3/4 * minir © ig* |2 1/2 * mining A 25’ | 2” minimum ifs | [arse RECESS NUT BUTTON HEAD BOLT AND RECESS NUT ARTBA F-3-76 le Length See Special Contract Requirements MODIFIED SHAPE BLOCK RUBBER A457 of pavement or ground line a 5/8 * x 1%" Hex Bolt and nut ALTERNATE HOLE ARRANGEMENT ARTBA F-8-76 with — WEx9.0 Steel Washer ARTBA F-13-73 POST AND BLOCK DETAIL TS_7°xS’x0.37@ per post and block located RUBBER BLUCKOUT ASTM A! ING s 900 G jonally>. *See Special Contract Requirements when 7 foot or longer posts are specified, head and nut POST SPACING 6’-3’ | ARTBA F-3¢2)-76 RE-4-76 B or A501 Lap In direction 1:10 of traffic Or Flatt Hinge line of foreslope Rail Splice Bolts and Nuts ARTBA F-3[1 1/4 1-76 a Ground Line 5/8 "x Button <8 per splice and 4 per terminal section> SXF | om J “4 2 Variable slope but not steeper than fill slope. Edge of pavement Subgrade shoulder. Widening ground line at face of Ae required for approach and NOT TO SCALE . okey, 9, departure terminal sections. Aggregate base o s ~T shown on typical sectio . DEPARTMENT OF PUBLIC WORKS Use 20’ diameter round anchor sheet, OFFICE OF HIGHWAY ENGINEERING Edge of pavement or or 18’ square anchor. Reduced ground line at face of sized acceptable in solid rock. rail as applicable | DETAIL POST SPACING CONCRETE ANCHOR FOR TYPICAL GUARDRAIL CROSS SECTION STANDARD POST SECTION SHORT GUARDRAIL POST G4 W BEAM GUARDRAIL STEEL PUSTS DETAIL 61701(A) REG STATE PROJECT NO S HE ET S SE VI VI-0081¢ 002) G19 97 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 System G4 Edge of widened J+t— embankment (see Note 3) r Oe Taper ih A A A eo —t} LA A ie] Edge of shoulder PLAN Install a reflectorized object marker according to manufacture’s recommendations. s s | 2 2 NOT TO SCALE DEPARTMENT OF PUBLIC WORKS ELEVATION OFFICE OF HIGHWAY ENGINEERING DETAIL G4 W BEAM GUARDRAIL TANGENT TYPE TERMINAL DETAIL 61701(B) H:\Team_F older s\HDUG\F P_/4_Detall_Revlew\ALL_F P/14_DGN\st6/909_detall.dgn Ol-Dec-20/4 03:08 PM $TIME$ . . STATE PROJECT SHEET Corner End or gate brace 10'-0" (max.) 300' (max.) spacing Line brace 10'-0" (max.) 10'-0" center to center NUMBER| between braces Corner or Allow the coil tension wire to pass end post through the line post eye-top caps | NOTES: Fabric height | | RSS OOS SC | | [ » eeeeatacacocenen 1. Metal post and rails shall conform to -TOT Brace rail s XO ; . ASTM F 689. ‘\ \ ms = LSI ; Typical line post i 2 Kee A Si No. 6 solid oN 2. Use Type 1 requirements from chain link 1 al Bu copper ground fence table unless otherwise specified in . ool w omS)) wire w the special contract requirements. SES r S as ] Brace rail tie S | DBS Tension bar 4 o Pa ge wire spacing at g Split electrical bolt @ Pa 3. Set all post in concrete. Set corner, end, Ssia (0 <8 39 " Se at every tie ois i i aoe us ene) 24" centers oy Glo pull posts to the dimension shown. The © S13 | fs uw _/t S S 7 LH g = LI & S 1H minimum depth of concrete for line posts inp) 8 5 Pull post & 8 ae & 8 is 24". Increase depth 3" for each addtional =/8 xo e 5 ‘ Line post x foot of fence height over 4 feet. LI H c L ge 4. Install braces on all terminals on fences | ae without a top rail. No braces are required on LW y Y 6 1 fabric 6 feet in height or less where a top rail {——¥ If m7 Py aa ae 7 a 7 ae is specified. Install braces where fabric is a} 4" - ae ane 4" x 4 f Minimum 8' grounding rod 4 Be < y over 6 feet in height. Where a top rail is used, : tS — io) ae i 2 Oo a (min.) (min.) E | 4s attach the brace at the halfway point of the © Lye (min.) a a t BS pled (min.) ~)s terminal post above grade and, where the rail AQ ; LY “IT 9/2 is omitted, at the two-thirds point above grade. OTe hn May bs a) Do not install top rail unless so specified in the : ~~ 12" square or YO ks: EES 10" square or nena an special contract requirements. round concrete block * A round concrete block n A 12" square or 10" square or . . . round concrete block round concrete block 5. Adjust the post top elevations to provide a smooth visual fence profile. Install corner Post cap Loop tension wire Line post cap CHAIN LINK FENCE posts at horizontal breaks in the fence of back & fasten with . . 15° or more. Brace 2- Y%" cable clamps Coil tension band wire CHAIN LINK FENCE 6. If alternate steel posts are used, provide fastening bands, caps, brace rail, rail ends, Corner end — POST SIZE AND WEIGHT TABLE and truss rod attaching hardware coompatible or gate post Tension 9 gage hog ring ties ROUND PIPE HOT ROLLED SHAPE ROLLED FORMED with the post sizes ans styles selected Brace rail—~ band -— at 24" centers Steel _| Aluminum | Steel_ | Steel Steel 7. Provide fence fabric with a 2" mesh, Use end x FENCE Minimum yield strength Psi. 11 gage wire in fabric heights of 48 inches Brace Rail end. DESCRIPTION | 7 pe 25,000 | 25,000 | 50,000 | 45,000 | 45,000 or less and 9 gage wire in fabric heights band x Size and mass greater than 48 inches. Provide a Class D_ 5 " / dia. | mass| dia. | mass! dia. | mass dia mass dia mass coating when zinc-coated steel fence frabric Uld, uid: Uld. Uld- Old. is provided. Knuckle both selvages on fabric > inch | Ibs/ft | inch | Ibs/ft| inch | Ibs/ft| inch _| Ibs/ft| inch _| Ibs/ft eas than 72 inches high. For fabric 72 inches aN 4 Brace rail Type 1 | 1.66 | 2.27 |1.660|0.786| 1.66 | 1.40 | ------__| ------ 1% x 1%| 1.40 high or higher, Knuckle one selvage and twist 3" truss rod brace rail Post tie & top rail_| Type 2 | 1.66 | 1.82 | ------| ------ 1.66 | 1.40 | _------_| ------ 1% x 1%| 1.40 the other. . . ) 1 45 1 5 & tie wires ho res Line post | Det [2.375] 3.65 |2.375| 1.264 |2.375| 3.12 [2M x 1%] 3.26 [24 x 1% | 2.70 8. See Detail E619-09, sheet 2 for hardware Type 2 2.375 | 2.96 | ------ | ------ 2.375) 2.31 | ------ | ------ 1% x 1% 2.76 and gate requirements. ir hte i od —N\ End, corner | Type 1 |2.875| 5.79 | 2.875 | 2.004 |2.875| 4.64 | ------ | ------ 3% x 34 | 5.10 7 9 gage hog ring ties & pull post Type 2 |2.875| 4.69 | ------ | ------ 2.875| 3.25 | ------ | ------ 3% x 34% | 5.10 Brace at 24" centers band ‘ — Line post Wrap tie wires two Coil tension wire lp complete turn 7 | . > around the fence TO Fabric lock . | . fabric on eah end ; loops : fe ¢ hss - 5.10 Ibs/ft incl. w SA 2 oz galvanized N“ —_ Chain link — 45700 C f. 4 fabric | 17%4 onvex surface ” to allow drainage Line post 3% LINE POST from post (typ.) Fabric side CHAIN LINK DETAIL CHAIN LINK FENCE TIE DETAIL END OR CORNER POST x —_ NY (after) 2.08 kg/m incl. : . Knuckled selvage 2 oz galvanized © 2.70 Ibs/ft incl. U.S. DEPARTMENT OF TRANSPORTATION Hog ring (after) Truss rod DN 2 oz galvanized FEDERAL HIGHWAY ADMINISTRATION tightener N EASTERN FEDERAL LANDS HIGHWAY DIVISION Plain wire I y | U.S. CUSTOMARY DETAIL end (before) a a 1%" D & russ rod LINE POST CHAIN LINK FENCE Post 14", Sheet 1 of 2 WIRE SELVAGE DETAIL TRUSS ROD TIGHTENER DETAIL TOP & BRACE RAIL ALTERNATE STEEL POST PETAL Approve ron use ver & BRACE SECTIONS REEROVED HOH E619-09 HT eam_F older s\HDUG\F P_/4_Detall_Review\ALL_F P/4_DGN\st6!909_detall.dgn Ol-Dec-20/4 03:08 PM $TIME$ HARDWARE ITEM DESCRIPTION STANDARD REQUIREMENTS Brace rail and top rail See table on Detail E619-09 Line post See table on Detail E619-09 Corner; end and pull posts See table on Detail E619-09 Post cap Cast non-ferrous alloy or galvanized pressed steel cap must fit snugly on post and gate topa Line post cap oe Galvanized pressed steel minimum " %2" thickness or galvanized malleable ferrous alloy Tension band Minimum %2" x %e" galvanized steel Brace band Minimum %2" x %e" galvanized steel Band bolt Minimum %6" x 1%" galvanized carriage bolt, (Lock washer & flat washer for each bandO Galvanized pressed steel or galvanized Rail end malleable ferrous alloy minimum..." %" thickness on back bolting appendage Brace rail end Galvanized pressed steel or galvanized malleable ferrous alloy minimum" ¥%" thickness on back bolting appendage Truss rod tightener Minimum 44" formed galvanized steel Truss rod @ %" galvanized, NC threaded rod, lock washer, & flat washer with two 90° bends opposite of threaded end Top rail sleeve Galvanized steel 0.051" minimum thickness by 6" minimum length Tension bar Minimum %e" x %" galvanized steel Fence fabric 2" diamond mesh fabric, See note no. 4 on Detail E619-07 of Sheet 1 Tie wires Minimum 9 gage aluminum with one hooked end Coil tension wire 0.177" minimum diameter metalic coated wire Gate latch & Al Minimum %" galvanized pressed steel or malleable ferrous alloy. 1 latch per each single gate with bent minimum ¥%" attachment bolt, washer & nut. ‘7 Frame hinge K Minimum %" galvanized pressed steel with 2 - %" U-bolts, lockwasher & nuts per hinge. Use 2 hinges per gate leaf up to 8' in width and 3 hinges per gate leaf widths greater than 8". Drop rod latch & guide Minimum ¥%" galvanized presed steel. Drop rod guide includes %" x 3" carriage bolt with lock washer & nut. Weld drop rod fork to rod & paint with an approved zinc rich paint. Maximum opening width 36' Two narrow single or two wide single leaves with drop rod fork, guide, & base (See note 2). amy —" i" = _ — GAADBDSBSBSBSBADSSDZ ) ¢ SSBBBDSBADSSSADY <r — — 2 Ll Pr a oy = So — — — co = % A < > y—Drop rod YO \ zw) Le / latch = \ / a [¢ t VVV VV VV SY ] r VV VV VV YS +] f 2 Install vertical _| % Drop latch liL'l upright(s) as m base required 12" (min.) (min.) DOUBLE LEAF GATE Opening width over 6' to 18' Gate post | a typical — Gate latch Install one vertical upright for opening widths 8 feet to 16 feet. For opening widths greater than 16 feet, install two vertical uprights. 12" Square or round ™ S. concrete block: 36" x12" for opening widths < 12' (typ.) 42" x 16" for opening widths > 12' (typ.) WIDE SINGLE LEAF GATE CHAIN LINK GATE POST AND FRAME SIZE AND MASS TABLE ROUND PIPE Steel | Aluminum | Steel Minimum yield strength Psi. GATE LEAF WIDTHS 25,000 | 25,000 | 50,000 Size and mass dia. | Ibs/ft| dia. | Ibs/ft| dia. | lbs/ft inch |\(min.)| inch |\(min.)| inch |(min.) 6 feet or less Gate |2.875 | 4.64 |2.875|1.94 |2.875| 4.64 Over 6 feet to 12 feet | post |4.000| 8.65 |4.000|2.99 |4.000| 6.56 Over 12 feet to 18 feet | size |6.625|18.02 |-------|-------|-------|------- Outside frame member | frame |1.900} 2.28 | 1.900} 1.900 | 1.900} 2.28 NO SCALE Interior bracing member} size |1.660| 1.83 |1.900| 1.900 | 1.660 | 1.84 STATE PROJECT ee SHEET NUMBER NOTES: 1. Reinforce the gate frame corners with a malleable iron or pressed steel fitting designed for the purpose or shop weld the corners. Grind smooth all welds and paint each gate with the necessary hinges, latch, and drop rod locking device design for the type of gate posts and used on the project. Provide positive type latching devices with provisions for pad locking at all gates. Provide keepers to retain the gate in the open position. 2. Approved alternate gate frames constructed of steel section, other than pipe, may be used. 3. The design of the chain link hardware may vary from the details shown, however, all hardware and materials used in a single installation shall be uniform and compatible. Opening Width 6'-0O" or less ¥%" truss rod (typ.) _ —— ——" A LI g © oy n _ L| < BS.) o < & Xx 3 w — y — Yaw aw aw aw ATW aw aw 10" Square or round concrete block (min.) NARROW SINGLE LEAF GATE a Gate latch U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION EASTERN FEDERAL LANDS HIGHWAY DIVISION U.S. CUSTOMARY DETAIL CHAIN LINK Sheet 2 of 2 HARDWARE AND GATE DETAIL APPROVED FOR USE APPROVED : MAY 2011 REVISED: SEPTEMBER 2014 E619-09 DETAIL PROJECT VI-0081¢ 002) — GENERAL NOTES 17.00" RETAINER SPACER STRAP (TYP.) 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) % TENSILE OF 90,000 PSI, OR EQUAL. DRIVE CAP 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 ! _, . THE WEIGHT OF EACH BASE POST BEFORE PUNCHING STRAP (TYP.) 6 _ SHALL BE 4.00 LB./FT. AS REQUIRED. WEIGHT TOLERANCE . ; be 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 POINTED. THE LENGTH OF EACH BASE POST SHALL BE 3.50 FEET. LENGTH TOLERANCE SHALL BE PLUS OR MINUS 1 INCH. FOLLOW STEPS 1 & 2 FOR 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 OF 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 BURARED ENDS SHALL BE COMMERCIALLY FREE FROM NX ATTACH RETAINER SPACER STRAP TO BASE POST BY PLACING BOLT THROUGH 6TH HOLE FROM TOP OF BASE POST. SSSSSSSSSSSSS ss» RETAINER SPACER STRAP ‘SIGN POST 3-6" LONG BASE POST ———-| (TYP.) 0000000000000000000000000000f, TOP OF GRADE . RETAINER-SPACER STRAP SHALL BE FABRICATED FROM AISI-1020 STEEL AND GALVANIZED TO ASTM 123 SPECIFICATION. E BACK ELEVATION STEP | . BOLTS AND NUTS SHALL BE_HEX HEAD—INTEGRAL FLANGE TYPE AND GALVANIZED TO ASTM A123 SPECIFICATION. A. BOLT = 3/8” — 16 UNC X 2.00°(FULLY THREADED) [—=— FACING TRAFFIC ° ¥ GY B. NUT = SELF—LOCKING TYPE I+—— SIGN POST (TYP.) l0Q00000%_) fooccccce | SIGN POST (TYP.) AFTER ATTACHING SIGN POST TO BASE POST COMPLETE ASSEMBLY BY PLACING BOLT THROUGH SIGN POST AND RETAINER SPACE STRAP. — TOP OF GRADE TOP OF GRADE —_ J ATTACH SIGN POST TO BASE POST BY PLACING BOLTS NJ THROUGH THE 1ST AND STH ww HOLES FROM THE BOTTOM OF Y— SIGN POST, AND 1ST AND 5TH BACK ELEVATION 7— HOLES FROM TOP OF BASE POST. STEP Il [foccccooe TYPICAL END VIEW |) MULTIPLE POST INSTALLATION ©000000000000000000 BACK ELEVATION NOTE: BASE POST SIGN POST STEP Il RECOMMENDED PROCEDURE IS TO DRIVE POST BACK ELEVATION ABOUT 12 IN., STOP AND CHECK FOR STRAIGHTNESS, FRONT TO BACK, SIDE TO SIDE. MAKE ADJUSTMENTS, STEP Il DRIVE POST AN ADDITIONAL 12-15 IN., REPEAT CHECK, NOT TO SCALE MAKE FINAL ADJUSTMENTS, COMPLETE INSTALLATION 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 Sheet No. 63301 REG STATE PROJECT NGL S HE ET S SE VI VI-0081¢ 002) G23 97 w= WA ~ ~ 4 ~~ l- l- —, - a l- "Nh "Nh /— - SA | DYDD YY >» SRRRRE WORRR IK ss | Mad l- IIS | (WR l- al alg yY Yr 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" * — ABOVE TOP OF CURB OR EDGE OF PAVEMENT MIN. ' | Tel ‘ Q ‘Tell ell 9] 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) SIGN MOUNTING DETAIL X — VARIES ACCORDING TO HOLE PUNCH ARRANGEMENT IN SIGN. DETAIL Sheet No. 63301 REG | STATE PROJECT a ROUTE 81 SIGN SUMMARY se. | vi | vi-ooeicooe | cea | 97 LOCATION PANEL SIZE TEXT SIZE SIGN TEXT CORNER |BORDER] MARGIN UPPER | LOWER NO. NO. SIGN TEXT STATION | SIDE |WIDTH|HEIGHT| AREA | RADII | WIDTH | WIDTH INUMBER| CASE | CASE. | SERIES yeh QUANTITY 10186 By Suey REMARKS WHITE 1 R1-1 ) 36 36 |} SEE NOTE 1 = ON 21 189 RED SPEED BLACK 2 R2-1 LIMIT 24 | 30 ~~ SEE NOTE 1 = ON 4 20 35 WHITE SPEED BLACK 3 R2-1 LIMIT 24 30 /~ SEE NOTE 1 = ON 4 20 y) 0 WHITE SPEED BLACK 4 R2-1 LIMIT 24 | 30 ~~ SEE NOTE 1 = ON 4 20 4 0 WHITE BLACK 5 S1-1 “iy 36 | 36 SEE NOTE 1 =! ON 4 36 FLRYLWGN WHEN BLACK 6 S4-2 CHILDREN 24 10 SEE NOTE 1 _ ON 4 18 ARE PRESENT FLRYLWGN BLACK 7 S4-3 SCHOOL 24 8 ~~ SEE NOTE 1 = ON 4 8 FLRYLWGN BLACK 8 W1-1L a) 43 | 48 SEE NOTE 1 =| ON 2 32 YELLOW BLACK 9 | wi-1R iy 48 | 48 SEE NTE 1 =| ON 2 32 YELLOW SUBTTOTAL | 49 565 DEPARTMENT OF PUBLIC WORKS OFFCE OF HIGHWAY ENGINEERING NOTES: DETAIL 1. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION FOR SIGN DIMENSIONS. PERMANENT TRAFFE I C 2. LOCATION OF SIGNS WILL BE AS DIRECTED BY THE CO. S I GNS DETAIL Sheet No. 3 63301(A)/(B) REG | STATE PROJECT Na ROUTE 81 SIGN SUMMARY se. | vi | vi-ooeicooe | ces | 97 LOCATION PANEL SIZE TEXT SIZE SIGN TEXT CORNER |BORDER] MARGIN UPPER | LOWER NO. NO. SIGN TEXT station | side |WIDTHIHEIGHT) AREA RADI | WIDTH | WIDTH |NUMBER| CASE | CASE | SERIES! Gong | QUANTITY 10186 By Suey REMARKS (IN.) | CIN.) | (SQ FT) | (in.) | CIN.) | CIN.) | (IN) | (IN) | CIN.) BLACK 10. | W1-2R } 48 | 48 = SEE NOTE 1 =| ON 4 64 YELLOW BLACK 11 W1-2L 48 | 48 SEE NOTE 1 = ON 4 64 YELLOW BLACK 12 | wi-7 | ye | 48 | 24 SEE NOTE 1 =| “ON 1 8 YELLOW BLACK 13, | wi-8 < 30 | 36 SEE NOTE 1 =| “ON 12 96 YELLOW BLACK 14 | w11A-2 48 | 48 SEE NOTE 1 =| “ON 4 64 FLRYLW BLACK 15 |w16-7P | >» 24 | 12 SEE NOTE 1 =| ON 2 4 FLRYLWGN BLACK 16 |W16—9P AHEAD 24 8 ~~ SEE NOTE 1 a ON 4 8 FLRYLWGN \ BLACK 17. | OM—3L \ 18 | 36 SEE NOTE 1 =| “ON 4 18 \ YELLOW N SUBTTOTAL | 35 526 DEPARTMENT OF PUBLIC WORKS OFFCE OF HIGHWAY ENGINEERING NOTES: 1. 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION FOR SIGN DIMENSIONS. LOCATION OF SIGNS WILL BE AS DIRECTED BY THE CO. DETAIL PERMANENT TRAFFIC SIGNS Sheet No. 4 DETAIL 63301(A)/(B) REG | STATE PROJECT a ROUTE 81 SIGN SUMMARY se | vi | vr-ooeicooe | cee | 97 LOCATION PANEL SIZE TEXT SIZE SIGN TEXT CORNER |BORDER | MARGIN UPPER | LOWER No. | NO. SIGN TEXT station | sive |WIDTHIHEIGHT) AREA | RADI | WIDTH | WIDTH |NUMBER| CASE | CASE | SERIES! Gonmy | QUANTITY 10186 By Suey REMARKS cin.) | (IN) | (SQ FT) | (IN.) | (iN.) | CIN) | (IN) | CIN) | CIN.) BLACK 1g | MI-5 (70) 24 | 24 SEE NOTE 1 =| “ON 5 20 WHITE BLACK 19 | M1-5 (74) 24 | 24 SEE NOTE 1 =| ON 2 8 WHITE BLACK 20 M1-5 (61) 24 | 24 > SEE NOTE 1 = ON 10 40 WHITE BLACK 21 | M1-5 614) 30 | 24 j~ SEE NOTE 1 =| “ON 1 5 WHITE BLACK 22 | MI-5 (68) 24 | 24 SEE NOTE 1 =| “ON 2 8 WHITE BLACK 23 M2-1 21 15 |~ SEE NOTE 1 = ON 6 12 — SEE NOTE 1 a ONS 24 | M3-1 NORTH 24) 12 | wate | ° " BLACK 25 M3—3 SOUTH 24 12 SEE NQTE 1 = woe 4 8 SUBTTOTAL | 36 111 DEPARTMENT OF PUBLIC WORKS OFFCE OF HIGHWAY ENGINEERING NOTES: DETAIL 1. 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION FOR SIGN DIMENSIONS. LOCATION OF SIGNS WILL BE AS DIRECTED BY THE CO. PERMANENT TRAFFIC SIGNS Sheet No. 5 DETAIL 63301(A)/(B) REG | STATE PROJECT Na ROUTE 81 SIGN SUMMARY se | vi | vi-oosicooe | ce7 | 97 LOCATION PANEL SIZE TEXT SIZE SIGN TEXT CORNER |BORDER| MARGIN UPPER | LOWER NO. NO. SIGN TEXT station | sive |WIDTHIHEIGHT) AREA RADI | WIDTH | WIDTH |NUMBER| CASE | CASE | SERIES! Gowmy | QUANTITY 10186 By Surat REMARKS (IN.) | CIN.) | (SQ FT) | Cin.) | CIN.) | (IN) | CIN) | CIN.) | CIN.) BLACK 26 | M6—1 — 21 | 15 SEE NOTE 1 =| ON 6 12 <_ WHITE BLACK 27 | M6-3 21 | 15 SEE NOTE 1 =| “ON 5 12 WHITE BLACK 28 M6—4 21 15 ~~ SEE NOTE 1 = ON 6 12 WHITE BLACK 29 | M6-6L 21 | 15 b SEE NOTE 1 =| “ON 1 2 WHITE BLACK 30 M6—6R 21 15 7 SEE NOTE 1 = ON 1 2 WHITE BLACK 31. | w2-1 & 48 | 48 SEE NOTE 1 =| ON 4 64 YELLOW BLACK 32 | W2-4 } 4a | 48 SEE NOTE 1 =| “ON 2 32 YELLOW BLACK/RED 33. | W3-1 48 | 48 ~~ SEE NOTE 1 =|" ON 1 16 YELLOW 36 | 36 j~ SEE NOTE 1 a| On’ 2 18 34 W8—2 YELLOW SUBTTOTAL | 28 170 DEPARTMENT OF PUBLIC WORKS OFFCE OF HIGHWAY ENGINEERING NOTES: TOTAL | 148 972 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. 6 DETAIL 63301(A)/(B) PROJECT SE VI V1-0081¢ 002) NOTES: 1. All striping shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) latest edition. Single Solid 4” White Striping (edge seriping) 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 —_— —_— eS 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 Double Solid 4” Yellow Striping (centerline) SEE 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 : A EE 53 a> REE DEPARTMENT OF PUBLIC WORKS 2’ -8"' 2’ -8" | 1’ UE: Fs Ey a ey ES OFFICE OF HIGHWAY ENGINEERING CUTER UNE TO CEMER ne PAVEMENT MARKINGS TURN LANE-USE ARROW THROUGH LANE-USE ARROW ”*STOP” WORD MARKIING STOP BAR DETAIL 63401 TYPICAL APPLICATION: ROUTE 74 fo (500 FT) G20-1(BEGIN CONSTRUCTION) a a (AHEAD) CONSTRUCTION ZONE SION VALLEY ROAD PROJECT LIMIT SIGNS / (500 FT) W20-1 (AHEAD) CG20—2(END CONSTRUCTION) CONSTRUCTION ZONE SION VALLEY ROAD ROUTE 81 Yy Le; LL: ROUTE 81 Warr pale W20-1 (AHEAD) CG20-—2(END CONSTRUCTION) IN— w20-1 (500 FT) |N— w20-1 (500 FT) W20-1 (AHEAD) G20-1(BEGIN CONSTRUCTION) w20-1 (500 FT) IN— w20-1 (500 FT) C_ CONTROL DETAILS(63501 TC-—2 AND 63501 TC-—3). SEE TYPICAL TRATE Cc A) FLAGGING OPERATION WILL B) FLAGGERS WITH TWO-WAY RADIO COMMUNICATION WILL BE U . COMBINATION OF DRUMS, BARRICADES, AND CONES WILL BE REQUIRED. TABU | QUIRED AT ALL TIMES DUR ) 100 PHASE TWO _— ROADWAY RECONSTRUCTION, RECONDITIONING, AND WIDENING GCODD FLAGGING OPERATION WILL BE REQUIRED AT ALL TIMES DURING CONSTRUCTION. FLAGGERS WITH TWO-WAY RADIO COMMUNICATION WILL BE REQUIRED. COMBINATION OF DRUMS, BARRICADES, AND CONES WILL BE REQUIRED. CONTRACTOR MAY BE LIMITED ON THE LENGTH OF ROADWAY ALLOWED PHASE THREE — HANDRAIL, WATERWAY, AND SIDEWALK CONSTRUCTION A) FLAGGING OPERATION WILL BE REQUIRED AT ALL TIMES DURING CONSTRUCTION. Cc D COMBINATION OF DRUMS AND CONES WILL BE REQUIRED. B) FLAGGERS WITH TWO-WAY RADIO COMMUNICATION WILL NOT BE REQUIRED. ROAD AND SHOULDER WORK SIGNS WILL BE REQUIRED. PHASE FOUR — ASPHALT OVERLAY AND STRIPING A) FLAGGING OPERATION WILL BE REQUIRED AT ALL TIMES DURING CONSTRUCTION. C D COMBINATION OF DRUMS AND CONES WILL BE REQUIRED. B) FLAGGERS WITH TWO-WAY RADIO COMMUNICATION WILL BE REQUIRED. UNEVEN PAVEMENT SIGNS WILL BE REQUIRED. Ul TRUCTION:APER AREA? (A) (8) (c) (D) (E) (F) (¢) (H) () () (kK) q () (M) (N) (0) REG | STATE PROJECT na se | vi | vi-oogicoo2 | ceo | 97 TWO WAY, TWO LANE ROADWAY ALL GENERAL NOTES SHOWN BELOW SHALL APPLY TO ALL OF THE SHEETS TITLED "TRAFFIC CONTROL FOR CONSTRUCTION WORK ZONE” ON CONSTRUCTION PROJECTS IT WILL BE THE CONTRACTOR’S RESPONSIBILITY TO INSTALL THE NECESSARY SIGNS BEFORE CONSTRUCTION BEGINS. ALL SIGN BLANK MATERIALS USED SHALL BE SHEET METAL OR EQUIVALENT MATERIAL CONFORMING TO SECTION 718 OF F.H.W.A. SPECIFICATION "FP—14”. 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. REFLECTORIZATION OF TRAFFIC CONTROL DEVICES SHALL BE BY MEANS OF TYPE Ill REFLECTIVE SHEETING MEETING THE REQUIREMENTS OF SECTION 718 OF THE STANDARD SPECIFICATIONS, FP—14. 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. SPACING OF SIGNING SHALL BE NO LESS THAN THE DISTANCES SHOWN. THE DISTANCE BETWEEN SIGNS SHOULD BE INCREASED ON HIGH SPEED, OR MORE HEAVILY TRAVELED HIGHWAYS, OR WHERE SIGHT DISTANCE IS RESTRICTED. ALL SIGNS, FLASHERS, PADDLES, ETC. SHALL CONFORM IN SIZE, SHAPE, COLOR, LEGEND AND APPLICATIONS TO THE STANDARDS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND/OR THE STANDARD SPECIFICATIONS. ALL DIAMOND SHAPED CONSTUCTION WARNING SIGNS SHALL BE 48” X 48”, WITH 24” X 24” ADVISORY SPEED SIGNS WHERE REQUIRED. REFLECTORIZATION OF TUBULAR MARKERS SHALL BE A MINIMUM OF TWO, THREE—INCH—WIDE WHITE BANDS PLACED A MAXIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. RETROREFLECTION OF CONES SHALL BE PROVIDED BY A MINIMUM 6—INCH—WIDE WHITE BAND PLACED A MINIMUM OF 3 INCHES BUT NO MORE THAN 4 INCHES FROM THE TOP. WHEN THE 28-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. Pa THE CONTRACTOR SHALL Rca WB REPLACE ANY NEW OR EXISTING PERMANENT GOVERN NB"SIGNS WHICH ARE DAMAGED DUE TO HIS NEGLIGENCE OR NDLING DURING THE CONSTRUCTION OF THIS PROJECT. oS CBE’ DONE AT THE CONTRACTORS EXPENSE. EQNOTIONS MAY NECESSITATE CHANGES, IN THE USE AND/OR PQUANTIGS OF THE TRAFFIC CONTROL DEVICES AS SHOWN IN THE PLANS. (ARYESUCH CHANGES ARE SUBJECT TO THE APPROVAL OF THE ENGINEER. 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. THE ADVISORY SPEED LIMITS THROUGH THE WORK ZONE MAY BE ADJUSTED AT THE DISCRETION OF THE ENGINEER. WHENEVER THE TRAFFIC CONTROL PLAN REQUIRES DETOURING OF TRAFFIC, THE TRAFFIC DETOUR PLAN SHALL NOT BE IMPLEMENTED DURING PEAK TRAFFIC HOURS. PEAK GRArFIC HOURS ARE BETWEEN 7:00AM TO 9:00AM AND BETWEEN 3:30PM ALL TEMPORARY TRAFFIC CONTROL FUNCTIONS SHALL CONFORM TO THE MUTCD FOR THE CONTROL AND PROTECTION OF THE PUBLIC TRAFFIC. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL TRAFFIC CUNTRUL FUR CONSTRUCTION WORK ZUNE DETAIL Sheet No. [C=1 63501 NOTES: 1. DUE TO THE VERY LOW ADT OF THIS ROADWAY, TRAFFIC CONTROL SHALL BE SET UP IN A MANNER FOR SAFE SELF REGULATED TRAFFIC AFTER WORKING HOURS. M. P. H. ROAD ROAD ROAD WORK WORK WORK 1500 1000 500 _ A |. A Ji. BT 2(S) <= <= <= <= I) I) —N I) r m7 TP in — — —. NI > hd a LJ => AF ss ananane = S == = = ° as S S ~ | | l | ~ an an an 2(S) 500’ -|_ 500’ , |_ 500’ _ KEY: ROAD ROAD ROAD M@. FLAGGER WORK WORK WORK 900 1000 1500 #® CHANNELIZING DEVICES [ir] WORK ZONE M. P. H. TEMPORARY TRAFFIC CONTROL REG | STATE PROJECT na sE | vi | vi-oogicoo2 | G30 | 97 DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL TRAFFIC CUNTRUL FUR CUNSTRUCTIUN WORK ZONE Sheet No. TC-2 DETAIL 63501 REG | STATE PROJECT na sE | vi | vi-oogicoo2 | G31 | 97 TYPICAL APPLICATION: TWO WAY, TWO LANE ROADWAY, CLOSING TWO LANE USING FLAGGERS, DAY TIME ROAD WORK AHEAD ROAD ROAD ROAD LOSED pied CLOSED CLOSED THRU. TRAFFIC AHEAD ry, ay ~ 500° | 500’ | 500’ 70° TYPE Ill BARRICADES YY " WITH TYPE A WARNING NE 8 LIGHTS(DOUBLE BARRICADE) R11-2 \ ors WORK ZONE NX W20-3 cor TRAFFIC FLOW => Bl orit-2 pir ROUTE 81 ROUTE 81 Mi oy = TRAFFIC FLOW 4 a) 2 TYPE Ill BARRICADES B < = = | x= > Nh Ss —N WITH TYPE A WARNING % 3 S : =< LIGHTS(DOUBLE BARRICADE) wW wW - AA __100° _ 40°, | 500°, |_ 500’, |_ 500’ | BUFFER NOTES: QEQUIRES CLOSINGS DURING DAYTIME HOURS TYPICAL ROADWAY CLOSURE “F080, “F000, gown ee AND MUST BE APPROVED BY THE ENGINEER. AHEAD 500 FT AHEAD PHASE 1 AND 2 CLOSURE ON ROUTE 81 ° 2. THIS APPLICATION IS INTENDED FOR A PLANNED ROAD CLOSED TEMPORARY CLOSING NOT TO EXCEED 360 MINUTES. TO THRU TRAFFIC 3. THE CONTRACTOR MUST PROVIDE AT LEAST TWO WEEKS ADVANCED NOTIFICATION PRIOR TO THE ROADWAY CLOSURE. ROAD CLOSURES CANNOT BE USED ON THIS PROJECT DEPARTMENT OF PUBLIC WORKS UNLESS THE CO GIVES AUTHORIZATION. OFFICE OF HIGHWAY ENGINEERING KEY: DETAIL n. cocncugine pevces NOTE: THE CONTRACTOR MUST PROVIDE AT LEAST TWO TRAFFIC CONTROL FOR [2] work 20Nc WEEK NOTIFICATION OF THE ROADWAY CLOSURE CONSTRUCTION WORK ZONE TO THE GENERAL PUBLIC AND LOCAL RESIDENTS. Sheet No, 1C-3 63501 REG | STATE PROJECT na se | vi | vi-oogicoo2 | G32 | 97 TYPICAL APPLICATION: TWO WAY, TWO LANE ROADWAY, CLOSING ONE LANE USING FLAGCGERS W20-7a 36” X 36” Ww20-1 48” X 48 b b Cones, type A p Drums A Device spacing Flagger location so” (See Table) Flagger location > XX W13-1 W20-7a M. P. H. 30” X 24” NOTES: 36” X 36” 1. Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO. 2. A minimum of two flaggers will be required at all times during all phases of operations. Flaggers will be subsidiary TYPICAL ROADWAY ONE LANE CLOSURE to traffic control items. AT SION VALLEY ROAD APPROACH |CHANNELIZING DEVICE SPEED SPACING (FT) DEPARTMENT OF PUBLIC WORKS OF H) One ie OFFICE OF HIGHWAY ENGINEERING 30 60 Road Type Pyrenees aoe Stops DETAIL 40 80 Urban (30 MPH and tess) | 200 | 200 | 200 TRAFFIC CONTROL FUR 45 90 Urban (35 MPH and greater)! 350 350 350 s io Urban 360 | 350 | 350 CONSTRUCTION WORK ZONE DETAIL Sheet No, [O74 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 TYPE Ill BARRICADE (FIXED) II BARRICADE (MOVABLE) EOP—- N ROAD CLOSED quae 6” (MAX.) —~||-— —-~|||— 6” wax.) PLAN \ Lose OF PAVEMENT (EOP) [=—— CENTERLINE OF PAVEMENT TYPE A WARNING LIGHTS (AS REQUIRED) ELEVATION ROAD CLOSED TO ALL TRAFFIC ROAD CLOSURES CANNOT BE USED ON THIS PROJECT UNLESS THE CO GIVES AUTHORIZATION. EOP—— | | ram C N ROAD CLOSED THRU TRAFFIC PLAN = CENTERLINE OF PAVEMENT —~|||— 6” wax.) | \ ever OF PAVEMENT (EOP) WARNING LIGHTS (AS. REQUIRED) ELEVATION ROAD CLOSED TO ALL TRAFFIC REG | STATE PROJECT a sE | vi | vi-oogicoo2 | G33 | 97 18” MIN. TYPE C {WARNING LIGHT (AS REQUIRED) 36” MIN. *** 36” APPROX. 4”-8" WIDE CONES DRUM CHANNELIZING DEVICES AND HIGH LEVEL WARNING DEVICES RY ‘ol ‘ol ‘ol ‘ol 71/27 2" 6 3/416 1/4) 18” 18” SLOW: LEGEND AND BORDER AREA: BLACK (NON—REFLECTORIZED) BACKGROUND: ORANGE (REFLECTORIZED) LEGEND AND BORDER: WHITE (REFLECTORIZED) BACKGROUND: RED (REFLECTORIZED) STOP—SLOW_ PADDLE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL TRAFFIC CONTROL FUR CUNSTRUCTION WORK ZONE DETAIL S 63501 Sheet No. C= REG | STATE PROJECT a SE v1 | vi-oogicoo2) | G34 | 97 Notes: 1. Wood posts are 4”°x 4” unless otherwise indicated. ROAD Te... 7 WORK 2. Mount signs that are wider than 3-feet or larger than 10 square feet on double posts. NZ 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 6’ (min.)} Us Sa — = 40” Q Front Side 5. When parking is permitted within 200 feet of the sign, mount the sign a minimum 7 - - | of 7 feet above the pavement surface. RURAL AREA 6. When approved by the CO and the Cea Company, utility poles may be used for sign mounting. 7. For posts greater than 4” x 4” see the Breakaway Support Detail. If breakaway 7 design cannot be used, due to post ROAD . spacing, the sign should be placed outside _ Sign panel \ Es e clearzone or be shielded by barrier. o not place holes in posts o, CLUSED al _| \ non-breakaway signs iar (See note 5) ~ 2 § Traffic Min. || pod ~ . Wood post (fixed) PORTABLE SIGNS NOT ACCEPTABLE Road 18” [> Holes (See table) oadwa — ——e Us Ease aa] Bz UNAS . Us fel Sidewalk FEEs VS 4h | | Note: | mina 6’ ne” For signs requiring 6 x6" posts and Q i) greater, signs are considered to be | | | non—breakaway if multiple posts ——__1L are required and the posts cannot be spaced a minimum of 7 feet apart. URBAN AREA BREAKAWAY SUPPORT DETAIL (FIXED SIGNS — 4” x 6” AND GREATER POSTS) FIXED ROADWAY SIGNS Maximum Sign Area — Sq. ft. 1 Post? Posts8 Posts4 Posts Post size| D | Hole Dia. 4” a 4” 4’ None Req'd 10 20 4” a 6) 4’ 1.5” 35 50 70 6” x 6" 5’ 2” 50 75 100 6” x 8" 5’ 3” 85 125 165 DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL TRAFFIC CONTROL FUR CONSTRUCTION WORK ZUNE DETAIL Sheet No, [C=6 63501 REG | STATE PROJECT na SE vi | vi-oogicoo2> | G35 | 97 LOCATION PANEL SIZE TEXT SIZE SIGN TEXT CORNER |BORDER] MARGIN UPPER | LOWER NO. NO. SIGN TEXT STATION SIDE WIDTH JHEIGHT; AREA RADII | WIDTH | WIDTH JNUMBER| CASE CASE | SERIES ayehs QUANTITY 10086 By Suey REMARKS CIN.) | CIN.) | (SQ FT) | (IN) | CIN.) | (IN) | CIN) | CIN) | (IN) BLACK 1 | c20-2 END 46 | 24 bw SEE NOTE 1 = ON 2 32 CONSTRUCTION ORANGE BLACK 2 |w20-7A 43 | 48 jw SEE NOTE 1 m= ON 4 64 ORANGE BLACK 3 W20-1 48 48 ~~ SEE NQTE 1 _ ON 5 80 ORANGE BLACK 4 W20-1 48 48 ~~ SEE NOTE 1 = ON 5 80 ORANGE BLACK 5 Ww20-1 48 48 ~~ SEE NOTE 1 _— ON 5 80 ORANGE BLACK 6 | w20-1 43 | 48 jw SEE NOTE 1 = ON 5 80 ORANGE ROAD BLACK 7 | w21-4 WORK 43 | 48 je SEE NOTE 1 mw ON 5 80 AHEAD ORANGE SUBTTOTAL | 33 496 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. CUNSTRUCT ION SIGNS Sheet No, [O77 DETAIL 63501 SHEET | TOTAL REG | STATE PROJECT No. (SHEETS SE VI V1I-0081¢ 002> G36 97 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 yeh QUANTITY 10186 By Suey REMARKS (IN.) | (IN.) | (SQ FT) | (IN.) | CIN.) | CIN.) | CIN.) | CIN.) | CIN.) BLACK 8 w20-3 ROAD 48 48 = SEE NOTE 1 =m ON 3 48 CLOSED ORANGE 9 W20-3 ROAD 48 | 48 ~~ SEE NOTE 1 = BENS 3 32 Soom ORANGE 10 W20-3 Roe 48 | 48 1 SEE NOTE 1 = BN 3 32 00 Er ORANGE BLACK 11 w20-3 48 | 48 1 SEE NOTE 1 =m ON 1 16 ORANGE BLACK _ LEFT LAN | NOTE 1 pp 12 w20-3 CLOSED 48 | 48 SEE NOTE once 5 32 13. | W20-3 48 | 48 2! SEE NQTE 1 om BONS 5 32 RP OSeD ORANGE 1000 FT. SUBTTOTAL | 20 192 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. CUNSTRUCT ION SIGNS Sheet No, 1C=8 63501 REG | STATE PROJECT na SE vi | vi-o08ico02> | G37 | 97 LOCATION PANEL SIZE TEXT SIZE SIGN TEXT CORNER |BORDER] MARGIN UPPER | LOWER NO. | NO. SIGN TEXT station | sive |WiDTHIHEIGHT) AREA RADI | WIDTH | WIDTH |NUMBER| CASE | CASE | SERIES! Goumy | QUANTITY 10086 By Suey REMARKS (IN.) | (IN) | (S@ FT) } CIN.) | CIN.) | CIN.) | CIN) | (IN) | CIN.) BLACK 14 | w20-3 ROAD 4g | 24 je SEE NOTE 1 = ON 3 24 CLOSED ORANGE 1500 FT. BLACK 15 | R11-2 ROAD CLOSED 43 | 48 jw SEE NOTE 1 m= ON 3 48 ORANGE [DETOUR > BLACK 16 |M4—10R (DETOUR) 36 | 36 j SEE NOTE 1 = ON 2 18 ORANGE BLACK 17 |M4—10L <(DETOURI 36 | 36 SEE NOTE 1 m= ON 2 18 ORANGE BLACK 18 | R3-1L (?’) 36 | 36 bw. SEE NOTE 1 m= ON 1 9 ORANGE BLACK 19 | W8—-9AE 36 | 36 ‘we SEE NOTE 1 m= ON 4 36 ey ORANGE ROADWORK BLACK 20 | w20-8 CENTERLINE AND 36 | 36 b SEE NOTE 1 Noe 2 18 NO PASSING ZONE| NOT MARKED SUBTTOTAL | 17 171 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. CUNSTRUCT ION SIGNS Sheet No. 1=9 DETAIL 63501 REG STATE PROJECT SHEET | TOTAL NO. S ET SE VI VI-0081¢ 002) G38 97 LOCATION PANEL SIZE TEXT SIZE SIGN TEXT NO NO SIGN TEXT STATION SIDE WIDTH |HEIGHT) AREA CORNER |BORDER | MARGIN RADII WIDTH | WIDTH JNUMBER| CASE UPPER | LOWER CASE SERIES AREA) SUPPORT REMARKS (IN.) (IN.) | (SQ FT) (IN.) (IN.) (IN.) (IN.) (IN.) (IN.) ayehs QUANTITY TOTAL FT. FT. 21 W13-1 24 24 ~~ SEE NOTE 1 BLACK 20 10 ORANGE M. P. H. LOOSE 22 W8-7 GRAVEL 24 24 al SEE NOTE 1 ORANGE BLACK 16 BLACK 23 FLAG 24 24 a SEE NOTE 1 20 aa ORANGE 24 W21-1A 48 48 a SEE NOTE 1 ORANGE BLACK 64 SUB-TOTAL (THIS SHEET) 18 120 DEPARTMENT OF PUBLIC WORKS OFFCE OF HIGHWAY ENGINEERING NOTES: TOTAL 88 979 DETAIL 1 SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION FOR SIGN DIMENSIONS. CUNSTRUCT ION 2 LOCATION OF SIGNS WILL BE AS DIRECTED BY THE CO. SIGNS DETAIL TC-10 Sheet No. 63501 SIGNALIZATION NOTES ALL LUMINARIES TO BE LED 130 WATTS, CLEAR COLOR, 27,500 NOMINAL LUMENS, MEDIUM VERTICAL DISTRIBUTION, TYPE 3, LATERAL DISTRIBUTION, SEMI CUTOFF, STANDARD DESIGN. THE SPACE BETWEEN THE POLE BASE PLATE AND THE FOUNDATION SHALL BE FILLED WITH NONSHRINK GROUT. A 1/2” DRAIN HOLE SHALL BE PLACED IN THE GROUT AT A LOCATION TO DRAIN ANY MOISTURE THAT MAY ACCUMULATE IN THE POLE. IN LIEU OF THE NONSHRINK GROUT, A HEAVY GAUGE GALVANIZED SHEET STEEL FORMED TO FIT THE HOLE INSIDE THE BASE PLATE AND OF SUFFICIENT WIDTH TO ENCLOSE THE VOID BETWEEN THE BASE PLATE AND FOUNDATION TO BE INSTALLED. THE SHEET STEEL SHALL BE FASTENED IN PLACE IN SUCH A MANNER AS TO PREVENT ENTRY BY EITHER RODENTS OR VANDALS. POLES TO BE INSTALLED ON THIS PROJECT SHALL BE SELECTED FROM PREAPPROVED SHOP DRAWINGS OF POLES WHICH HAVE BEEN STANDARDIZED FOR MAXIMUM LOADING. ELECTRICAL CONDUCTORS TO BE INSTALLED IN TRAFFIC SIGNAL POLES, AND FROM THE CONTROLLER TO EACH TRAFFIC SIGNAL POLE, SHALL BE SOLID COPPER TYPE THW OR THWN 75 DEGREE CELSIUS 600 VOLT. LINE CONDUCTOR SHALL BE BLACK; NEUTRAL CONDUCTOR SHALL BE WHITE OR GRAY. AN ALTERNATE TYPE OF INSULATION MAY BE USED IF APPROVED BY THE RESIDENT ENGINEER PRIOR TO INSTALLATION. A SURGE ARRESTOR SHALL BE FURNISHED IN EACH TRAFFIC SIGNAL CONTROLLER. THE ARRESTOR REQUIREMENTS ARE AS FOLLOWS: PEAK CURRENT 20,000 AMPS (8x20 US WAVESHAPE) LIFE TEST 5% CHANGE (VOLTAGE CLAMP BEFORE AND AFTER 25 SURGES OF 20KA WAVESHAPE) CLAMP. VOLTAGE 250 V. TYPE @ 20KA RESPONSE TIME.......VOLTAGE NEVER EXCEEDS 250 VOLTS DURING SURGE CONTINUOUS SERVICE CURRENT..10 AMPS MAX.; 120 VAC. 60HZ DIMENSIONS (INCHES).....3.13 x 7.15 x 2.3 (NOT INCLUDING GND) (WxLxH) OPERATING TEMP -40C TO +85C al) ( cB MAIN. LINE alat!NE OUT, “or “NEARTH TYPICAL INSTALLATION THE CONTROLLERS TO BE FURNISHED ON THIS PROJECT SHALL BE 8 PHASE VEHICLE ACTUATED SOLID STATE DIGITAL SIGNAL TRAFFIC CONTROLLERS. A MINIMUM OF 12 LOAD SWITCH RECEPTACLES SHALL BE FURNISHED AND WIRED TO THE MOUNTING FRAMES. ALL WIRING FROM THE FIELD TERMINALS SHALL BE WIRED TO THE MOUNTING FRAME FOR AN EIGHT PHASE OPERATION. NO CABINET OR CONTROLLER WIRING SHALL BE REQUIRED EXCEPT FOR ADDITIONAL DETECTOR CONNECTING CABLES WHEN CONTROLLER IS EXPANDED FOR AN EIGHT PHASE OPERATION. THE CONTROLLERS SHALL BE CAPABLE OF PERFORMING AS SHOWN ON THE PHASE DIAGRAM AND SEQUENCE. THE POWER SOURCE FOR THE TRAFFIC CONTROL SYSTEM SHALL BE RUN UNDERGROUND FROM THE NEAREST POWER SOURCE TO A METER MAIN WHICH SHALL BE MOUNTED ON AN APPROVED CONCRETE COLUMN NO MORE THAN 30’ FROM THE CONTROLLER CABINET. THE POWER SOURCE THEN SHALL BE RUN UNDERGROUND TO THE TRAFFIC SIGNAL CABINET. ALL TRAFFIC SIGNAL AND PEDESTRIAN SIGNAL HEADS SHALL BE LED FURNISHED WITH GLASS LENSES, THE LENSES SHALL CONFORM TO THE LATEST STANDARD OF INSTITUTE OF TRANSPORTATION ENGINEERS. CARD RACK DETECTORS MAY BE FURNISHED, AS AN ALTERNATE, ON THIS PROJECT. ALL DETECTORS SHALL BE FURNISHED WITH DELAY OUTPUTS AND EXTEND OUTPUTS ACCORDING TO SEC. 636.21(b) OF THE TRAFFIC SIGNAL SPECIFICATIONS. DETECTION SYSTEM FOR THIS PROJECT SHALL BE THERMAL TRAFFIC DETECTION CAMERAS. ON THIS PROJECT VACUUM FORMED BACKPLATES SHALL BE USED ON ALL STANDARD TRAFFIC SIGNAL HEADS. CONCRETE PULL BOXES SHALL BE USED. THE CONTROLLER SHALL HAVE THE NUMBER OF DETECTOR LOOP HARNESSES AS SHOWN BELOW: INDUSTRIAL PARK INT. THE CONTROLLER TO BE FURNISHED ON THIS THE CONTROLLER TO BE FURNISHED ON THIS PROJECT SHALL BE TRAFFIC CONTROL TECHNOLOGIES 332A/170E/412C CABINET ASSYMBLY COMPLETE WITH BITRAN AND QUICKNET CONTROLLER SOFTWARE BASE MOUNT. THE CABINET SHALL BE EQUIPPED WITH A 2010ECL CONFLICT MONITOR, TWELVE 200 LOAD SWITCHES, EIGHT 222 LOOP DETECTOR MODULES, AND ALL OTHER ALL OTHER NECESSARY COMPONENTS FOR A COMPLETE TRAFFIC CONTROLLER ASSYMBLY. THE CONTROLLER SHALL BE CAPABLE OF PERFORMING AS SHOWN ON THE PHASE & SEQUENCE DIAGRAMS, PEDESTRIAN ISOLATION SHAL BE PROVIDED IN THE CONTROLLER CABINET. ALL N,E,M,A, FUNCTIONS SHALL TERMINATE IN THE CONTROLLER CABINET. PROJECT VI-0081¢ 002) ELECTRICAL CONDUIT NOTES ITEM 63606(A) & (B) CONDUITS SHALL CONFORM TO STANDARD SPECIFICATONS, SECTION 636 OR APPLICABLE SPECIAL PROVISIONS. TRENCHED CONDUIT SHALL BE SCHEDULE 80 PLASTIC UNLESS OTHERWISE SPECIFIED IN THE PLANS, AND SHALL BE OF THE SIZE SPECIFIED. THE UNDERGROUND UTILITY MARKING TAPE SHALL BE A MINIMUM OF 4 MIL THICKNESS, 6” WIDE, POLYETHYLENE TAPE. COLOR SHALL BE IN ACCORDANCE WITH AWPA UNIFORM COLOR CODE. TAPE USED TO MARK UNDERGROUNG ELECTRICAL CABLE SHALL BE SAFETY RED COLOR WITH PRINTED LEGEND "CAUTION—ELECTRICAL LINE BURIED BELOW”. THE COST OF THE TAPE SHALL BE SUBSIDIARY TO ITEM 63606(A) AND 63606(B). THE TRENCH SHALL BE BACKFILLED WITH AN APPROVED AGGREGATE IN 6” LAYERS AND COMPACTED TO 95% DENSITY AS DETERMINED BY AASHTO T99. WHEN SPECIFIED 30O0PSI CONCRETE SHALL BE USED TO FILL THE TRENCH WHEN A ROTARY TRENCHER IS USED OR AS DIRECTED BY THE ENGINEER OR OTHERWISE INDICATED IN THE PLANS. ALL CONDUIT SHALL BE BURIED A MINIMUM OF 30” FROM THE FINAL ELEVATION OF THE ASPHALT PAVEMENT OR AS INDICATED IN THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INFLICTED TO THE EXISTING UNDERGROUND UTILITIES WITHIN THE PROJECT AREA AS A RESULT OF THIS DIGGING, TRENCHING, BORING, ETC...PRIOR TO DIGGING NEAR UTILITIES. THE CONTRACTOR SHALL CALL ALL UNDERGROUND FACILITIES REGISTERED IN THE AREA OF CONSTRUCTION AND HAVE THEM MARKED IN THE CONSTRUCTION AREA. THE COST OF THE BURIED ELECTRICAL TAPE SHALL BE INCLUDED IN THE COST OF THE RESPECTIVE TRENCHED CONDUIT. SEE ADDTIONAL NOTES FOR CONDUIT PLACEMENT ON SHEET 63601-3. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL TRAFFIC SIGNAL NOTES Sheet No, 2/671 DETAIL 63601 SINGLE MEMEBER TAPERED ARM ARM IS SPECIFIED 4' X 8' HAND HOLE IF LUMINAIRE SHEET | TOTAL, | VARIABLE LENGTH | REG | STATE PROJECT NOL. |SHEETS A! SE VI vI-0081¢002> | G40 | 97 LUMINAIRE VARIABLE LENGTH SEE PLAN SHEET VARIABLE SPREAD ‘ SEE PLAN SHEET TRUSS PIPE ARM TYPICAL STREET LIGHT MAST ARMS NUT COVER BOLT Ver X94" HEX HEAD CAP SCREW(4 REQ'D) H.S. HEX NUT FLAT WASHER (4 REQ'D) > TRAFFIC SIGNALS ————+ = n) Zz = —) Qu) X z ILLUMINATED STREET SIGN 3 = (SEE DETAIL ON PLANS) z Cm! fe) I zr Hl @ i) 25 x a s|2 fn = ge |S al — PED. PUSH BUTTON als Ss & SIGN AE 9 az |? [od PAVEMENT MARKING HO eo LANE LINE - THROUGH TRAFFIC LANES 0 gi PAVEMENT MARKING LANE LINE 2'TO3' FROM CENTERLINE NUT COVERS (4 REQ'D) 4" H.S. HEX NUT (LEVELING NUT) CONCRETE GROUT ANCHOR BOLT VARIABLE LENGTH SEE PLAN SHEET NOTE: THE CONTRACTOR SHALL SUPPLY EACH LUMINAIRE WITH A BUILT-IN PHOTO ELECTRIC CELL TO TURN ON ALL THE LUMINAIRES AT DUSK AND OFF AT DAWN TOGETHER. THE COST OF SUPPLIES, ALL PHOTO CELLS, FUSES, ETC..... SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THIS ITEM OF WORK. VARIABLE SPREAD |__SEE PLAN SHEET | VARIABLE SPREAD SEE PLAN SHEET EACH TRAFFIC SIGNAL POLE SHALL BE GROUNDED TO A GROUND TRAFFIC Cr...» SIGNALS RIGHT TURN TRAFFIC SIGNAL / Zn ROD LOCATED IN FOUNDATION NO. 10 AWG SOLID BARE COPPER WIRE SHALL BE INSTALLED FROM GROUNG ROD TO POLE GROUNDING LUG(SEE SPLICE AND CONNECTOR DETAILS FOR GROUND ROD CONNECTION). EACH TRAFFIC SIGNAL POLE SHALL BE EQUIVALENT TO OR BETTER THAN VALMONT INDUSTRIES SIGNAL POLES WITH A MINIMUM WIND SPEED RATING OF 150 MPH AND A 1.3 WIND GUST FACTOR. TYPICAL POLE SRTUCTURE AND HANDHOLE DETAILS po A “.__TERMINAL BLOCK J | L \ ya } eect tT A-A TYPICAL POLE BASE AND HANDHOLE DETAILS ok 12"-0" (2) ONE WAY SLIP-FITTER MOUNTED SIGNAL ILLUMINATED STREET SIGN = (SEE DETAIL ON PLANS) KE n my) al> z< = fa = a2 ja v4 To) = yor Zz AIS 2 : ) a5 a AZ PAVEMENT MARKING aa 9 o LANE LINE z THROUGH TRAFFIC LANES RIGHT TURN LANE PAVEMENT MARKING MEDIAN LANE LINE 2;TO3' PEDESTAL MOUNTED SIGNAL DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING PEDESTAL & MAST ARM POLE DETAIL DETAIL SIG=2 63601 Sheet No. PEDESTAL POLE DATA FOOTING DIMENSIONS POLE | FOOTING QUANTITIES H-BARS SIZE V—BARS SIZE LENGTH DES. G NO. LENGTH LENGTH REINFORCING STEEL (LB.) STRUCTURAL CONC. (C.Y.) ” 8° 6 | 44 | 24” #4__[12"C/C 21 .29 10° 6 #4 24” #4 ([l2"C/C 21 .29 —3 -2 —1 -6 -6 12’ -o"| 6 | #4 | 30” #4 15"C/C 23 35 SINGLE MAST ARM FOOTING DATA FOOTING DIMENSIONS MAST ARM! FOOTING QUANTITIES SPIRALS SIZE V=BARS SIZE LENGTH DES. LENGTH LENGTH REINFORCING STEEL (LB.) STRUCTURAL CONC. (C.Y.) #9 103” Wi2 162’—7” 352.97 2.36 #9 109” Wi2 170’—9” 373.04 2.49 #9 115” Wi2 178°-10” 393.08 2.62 #9 121” Wi2 187’—0” 413.15 2.75 #9 127” Wi2 195’—1" 433.18 2.88 #9 | 139”| wi2 211-5” 473.33 3.14 #9 [| 145” wi2 219°-6” 493.37 3.27 PULL BOX 151” W12 227'-7” #9 513.44 3.40 WITH APRON 135 DEG. HOOK W/10" TAIL. W 12 SPIRAL y— 1" CHAMFER RGRGaR BANK om » 2" CONDUIT SEE GROUND TO PULL BOX ROD DETAIL W12 SPIRAL W/6" PITCH 27" 2" 3-0" TYPICAL SIGNAL FOOTING DETAIL SEE GROUND ROD D “\ ob [ CURB WHEN CONDUIT IS INSTALLED IN SUBGRADE TRENCHING SHALL BE NEAT PROJECT CLEAN CUT TO A DEPTH OF 48" AND 24" WIDE. THE CUT SHALL BE MADE WITHOUT DISTURBING ANY OF SURROUNDING SUBGRADE. WHERE SUBBASE MATERIAL MUST BE TRANSPORTED OVER CONDUIT WHICH IS IN PLACE, VI-0081¢ 002) PROTECTION MUST BE PROVIDED BY BRIDGING IT WITH STEEL PLATES OR OTHER SUITABLE MATERIALTO ELIMINATE DEFORMING OF CONDUIT OR SETTLEMENT OF BACKFILL. AFTER THE CONDUIT IS PLACED IN THE TRENCH IT SHALL BE BACKFILLED WITH AGGREGATE MATERIAL. BACKFILL IN AREAS TO BE PAVED SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT DENSITY AASHTO T99 METHOD C WITH AGGREGATE MATERIAL. ALL EXCESS MATERIAL SHALL BE REMOVED FROM THE WORKING AREA TO A SITE SO DESIGNATED BY THE ENGINEER. A DETECTABLE WARNING TAPE SHALL BE PLACED 8" TO 12" ABOVE THE CONDUIT. 3" CONDUIT SHALL BE BURIED IN FINISHED SUBGRADE AFTER ALL NECESSARY CONSTRUCTION WORK HAS BEEN COMPLETED. IT SHALL BE INSTALLED JUST PRIOR TO LAYING DOWN THE SURFACE COURSE. IF GRADE FROM CURB TO RIGHT-OF-WAY SLOPES TOWARDS STREET, SURFACE OF THE PULL BOX SHALL BE 2" ABOVE GRADE. IF IN SIDEWALK AREA OR PAVED AREA IT SHALL BE INSTALLED FLUSH WITH THE SURFACE. WHEN POLE FOUNDATIONS ARE PLACED IN SOIL AREAS, THE FOUNDATION SHALL EXTEND A MAXIMUM HEIGHT OF 3" ABOVE GROUND LEVEL. WHEN FOUNDATIONS ARE PLACED IN SIDEWALK OR OTHER SURFACE AREAS, IT SHALL BE CONSTRUCTED FLUSH WITH SURFACE. EACH POLE SHALL BE GROUNDED TO A GROUND ROD AS SHOWN IN TYPICAL FOOTING DETAILS. SEE SHEET 63601-1 FOR ADDITIONAL ELECTRICAL CONDUIT NOTES. A 4 4' TO 10' VARIABLE SHOULDER PULL BOX 4" TO 8" VARIABLE // WITH APRON 17" TO 9" VARIABLE / / BACKFILL "| TO 15" RIN oN > ~~ H-BARS EQUALLY SPACED V-BARS 2" CONDUIT TO PULL BOX ETAIL 2'.0" TYPICAL PEDESTAL FOOTING DETAIL SUB GRADE REPLACE WITH AGGREGATE MATERIAL OR CONCRETE IN PAVED ROADWAY TO JUST BELOW SURFACE COURSE. 3" CONDUIT SECTION A-A DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING F5o0 TYPICAL CONDUIT & FOOTING FOR SIGNAL STRUCTURE %" X 8' COPPERWELD GROUND ROD CONNECTED TO POLE BASE WITH #10 AWG SOLID BARE COPPER WIRE. DETAIL GROUND ROD DETAIL 63601 SHEET | TOTAL, REG | STATE PROJECT NCL. |SHEETS SE vI_ | vI-oo8ico02> | G42 | 97 J CAST IRON LID NOTE: 1. THE PRE-CAST CONCRETE BODY AND COVER SHALL CONFORM TO SECTION 636 OF THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, 2. THE CONCRETE APRON SHALL BE 4000PSI WITH #4 REINFORCEMENT(4" THICK). 3. THE GRAVEL OR CRUSHED ROCK BASE SHALL BE CLEAN, TOUGH, DURABLE, CAST IRON RING PRACTICALLY FREE FROM CLAY OR OTHER FOREIGN SUBSTANCES AND SHALL PASS A W/ LIFTING %" SIEVE 100%. SOCKET 4. THE ELECTRICAL CONDUCTORS SHALL CONFORM TO SECTION 636 OF FP-03. 5, EACH PULL BOX SHALL BE INSTALLED WITH THE APPROPRIATE SIZED CONCRETE APRON, UNLESS IT IS INSTALLED IN A SIDEWALK OR OTHER PAVED AREA OR OTHERWISE SPECIFIED OR DIRECTED BY THE ENGINEER, AND SHALL BE BUILT TO FIT THE EXISTING FIELD CONDITIONS AND PRESENT A NEAT WORKMAN LIKE APPEARANCE. ALL PULL BOXES SHALL BE ABLE TO SUPPORT HS-20 LOADING OR BETTER. 6. THE PULL BOX COVERS SHALL HAVE THE APPROPRIATE LEGEND ("TRAFFIC SIGNAL") UNLESS OTHERWISE SPECIFIED IN THE PLANS. NO ADVERTISING OTHER THAN THE MANUFACTURER'S LOGO WILL BE ALLOWED ON THE PULL BOX COVERS. C O N C RET E Pp U L L BOX 7. ie MANUEACY ORES DESION, BOXES ARE NOMINAL AND MAY VARY SLIGHTLY BY 8. THE COST OF THE CONCRETE APRON AND GRAVEL SHALL BE INCLUDED IN THE UNIT S IZE lll PRICE BID FOR THE PULL BOX ITEM, UNLESS OTHERWISE SPECIFIED. PULL BOX APRON (SEE NOTE: 2) SEE TABLE LEFT PULL BOX _ CONTINOUS \ | CONDUIT ela. AG — mL» fac] 4" | CONDUIT RADII SCHEDULE a A %" CLEAN CRUSED NOMINAL | MINIMUM APPOxX. 1'-6" ROCK 42" MIN. CONDUIT RADIUS S IZE II fo CAP (+ [TR em ee = (INCHES) (INCHES) LY U 3 ola ; TYPICAL ELECTRICAL AGS # 1% 12 WIRE REINFORCEMENT | a a, A CONDUIT(SEE NOTE: 4) 1% 18” I CONTINOUS - APPOX. 2'-0" CONDUIT 2 24 CONCRETE PU LL BOX SEE CONDUIT RADII SCH. 2%, 3 30” TYPICAL GROUND ROD 4 36” S IZE I & II \ AS REQUIRED 6 48” Lo A SECTION A-A CONTINOUS APRON PULL BOX (SEE NOTE: 6, 7, & 8) DEPARTMENT OF PUBLIC WORKS su sox) ae | np [GAS OFFICE OF HIGHWAY ENGINEERING SIZE L W CONCRETE I "| .25 4’-6"|4’-6 m |3'-6"|3’-6"| 15 TYPICAL PULL BOX APRON AND CONDUIT DETAILS SIG—4 aoa Sheet No. 63601 PROJECT VI-0081¢ 002) BRACKET, FEMALE, BURLE CAMERA MOUNT ” HEX HEAD BOLT, 16 X 1” 3/8 ” FLAT WASHER ” HEX NUT, 16 X 1” ” 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. 1 1/2” X 74” COAXIAL VIDEO CABLE FROM CONTROLLER CABINET CLAMP KIT — CABLE MOUNT CLAMP KIT MUST BE CAPABLE OF ROTATING 90 DEGREES FOR MOUNTING DIRECTLY TO STEEL STRAIN POLES.. NE 4” X 2” X 2” DEEP WEATHERPROOF CAMERA MOUNT AND BRACKET PARTS PLATE TO BE INSTALLED ON GUSS PLATE TO BE INSTALLED ON GUSSETED TUBE. IF CAMERA IS PROVIDED WITH A BOX IS NOT NECESSARY” THIS 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 TILT AND PAN EXTENDED SENSOR BRACKET, CABLE MOUNT. CLAMP MUST BE CAPABLE OF ROTATING 90 DEGREES FOR MOUNTING DIRECTLY TO STEEL STRAIN POLES.. ARM CAMERA INSTALLATION NOT TO SCALE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING N—_*” CAMERA MOUNT AND BRACKET ASSEMBLY THERMAL CAMERA TYPICAL INSTALLATION DETAIL Sheet No. SIG=5 63601 REG | STATE| PROJECT SHEET | TOTAL NO. |SHEETS| 230" &'-6" maximum post spacing | SE Vl VI-0081(002) 644 97 a= H Varles ten | r = \ ive rare req ree SE "gen i ia Top Rall ~ 2" dia, pipe 4" to 1-6 a rae (-.-2-] 3 [ciate et] i | | i H 4 | a er) = [eeepc ahs] H a See Detalt "C" / q Bottom Ralf ~ 2" dia. pipe I ster rasa Ace ores Beers meres apo H Eat Geta i ce ys UI eee eee wean ew libel End Rall ~ 2" dia pipe i oe aN a + i Post v2" ig” i Locate rail expansion above sidewalk Reetanguiar Tu Toke expansion joints (40°20 hs Shun spacing). Top of Sidewalk ELEVATION (Showing Outside Face of Railing) On ; Gel Batts & Post I ‘sr Post ie’ Nut I aki i Base Pia G/L Bolts & Post — oO: ‘Shim plates (as required) NW in They" __— 44” thick bearing pad Sea Detail age ! Tae pret twee re a ae ye fa Pep Pinel ae lz aan 34" dia. Cast in Place Anchor Bolt Fideweai wi with * E Lie] me NS od 2% (typ. aa a 3 i fate. ra at Varies 9" (# Min.) j TYPICAL SECTION ON CONCRETE SIDEWALK Note: Detail adopted/rmedified from Florida Department of Transportation Standard Drawing 850, STEEL PEDESTRAIN/ BICYLE PICKET RAILING, dated 01/01/07. 6" (min.) ii" (min) DETAIL "A" DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING SIDEWALK PEDESTRIAN HANDRAIL Sheet No. 1 DETAIL 64601 Cet AM WNP rofoctateeliotat rol iter? oT y,|_ccky ANSON Std DoS ao SC ati he Galeries G/1/ 20g riio* Br yting fot from \F 4 ¥ 3g #4" dia, venting hole r; el] ce] 4 ® 9%" M% 44 yd 46" dia. venting hole / + Bever bottom i ito maintain plurnb ped reid DETAIL “C" - RAIL GONMECTIONS == Note; Detail adapted/modified from Fic Transportation Standard Drawing 850, STEEL PEDESTRAIN/ BICYLE PICKET RAILING, dated 01/01/07. REG | STATE| PROJECT SHEET NO. TOTAL SHEETS| SE VI | Vi-0081(002) 645 97 | pest 00 | |“ Post |\_ 3949" dia. (Max.) Holes Base ‘ Heh 2h"| Betiaae for Boles with post aif sides I" diz. Post — = Post & ay ty Bolt Holes ~~ | AT | i | 54" thick base plate —~" te" x I 76" Long Slotted ‘ sa ean Bolts c| 2 | oF 15¢6" dia, wasees (ed aided aurernare Aft tos i I BASE PLATE DETAIL ta Anchor Bolts —~| | Base plate (Recommended for Top of Step Cheekwails) + Na |= 6 eri pad Cc [ HH aa £| $ + SECTION €-C tg ok ; Rail bo Post 4 Page of Base Plate } | / 72" dla. Venting Hele siaiaeta Or cca Ba oes ea siete PR EEE + +s + i —_ — 5 a7 Post 3p" thick base plate iy a. 4 ) aa iy oe ee 10" _ Top & Bottom Raifs sea Nad Oi sides a f Flat Washers (Iyp.) on 6" VIEW FF (OP. 44" (Min,) ~ Expansion Joint TOP RAIL CONNECTION SECTION G-G z. aaah ance Sip Wot (Base Plate Not Shown for Clarity) au 1%" diz. steel pipe 7H 3 44" plate He" dia. hole —_ fc : (centered) 7 o| = [so] Mf Raif Section 5 gen ot, Iie" steel —— Rail Section z es I'-8 ____ : a PLATE WASHER ages over b DETAIL i oe af vals 7a (Typ.) Zspaced @ 215" 3 spaced @ 2%" By At the Contractor's option two 44° dia. x Te" Pan Rail Section a Lw ‘ 1% hei sesi — * saan! a" max DEPARTMENT OF PUBLIC WORKS Head Stainless Stee Fi6) Set Screws at 2” ER _—- a ee ee ee ee oe —_.. ie OFFICE OF HIGHWAY ENGINEERING substituted for the" dia. plug weld. Saree Dae Ita em Be ee Lovee pe wewew ene EMTS SSS SSSemee ae Round over both ens Sets Beene Hit SIDEWALK PEDESTRIAN DETAIL "D" - EXPANSION JOINT 1 14" dla, steel pipe - Ties fF ner HANDRAIL (FIELD SPLICE SLIP JOINT SIMILAR) DETAIL "E" - CONTINUITY FIELD SPLICE DETAIL Sheet No. 2 64601 Naa CESTEC 7)