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HomeMy WebLinkAboutHIGHWAY 287 PROJECT C 06 0287 17 DRAKE ROAD TO MULBERRY 1979 - Filed STR-STREETS - 2004-12-17See Standard M-100-A for STANDARD SYMBOLS STATE DEPARTMENT OF HIGHWAYS DIVISION OF HIGHWAYS —STATE OF COLORADO TABULATION' OF LENGTH AND DESIGN DATA STATION ROADWAY NO WORK LIN. FT. LIN. FT. /0+S7 BEG/N C04-0187-/7= /O r57 ON COS-0001-17 /x5.O I / r d2 /3 *SO 168.0 350.9 /7r00.9 26 r 37./ 936.2 30/.2 29 1. 58.3 42 r 70. / B.Y.. 1,331.8 O f 00 AN. EQUAT/ON 9 r 69.7 969.7 260.0 /2 r 29.7 22r7f,9 BN iO4s2 EQI/Ar/OY 2S,0 AN. /1 r 7d.S 53.5 3,485.E 66 r 64. / !ND C06-0287-/7 66 r 64./ ENO C06-0001-17 TOTALS 6. $22. 7 1 4,10 4. 4 SUMMARY LIN. FT. MILES ROADWAY (NET LENGTH) 6522.7 1.235 NO WORK 4504.4 0.853 GROSS LENGTH II,027.11 2.088 DESIGN DATA MAXIMUM DESIGN SPEED 35 MPH (CITY ST.) 1989 DAILY TRAFFIC VOLUME { ADT 33,800 OR;1 F,SJ0 PLAN AND PROFILE OF PROPOSED COLORADO PROJECT NO. C 06-0287-17 SHEET NO. A STATE HIGHWAY NO. 287 2 LARIMER COUNTY 3 SCALE IN MILES 0 05 Oi 02 03 0♦ 0 15 5 SCALE /N KILOMETRES 4. S. M-100-A M -206 -A 8 S - 6 /4-39A S- 614-32,5 �=COLORAOO PROJECT NO SHEET NO C 06-0287- 17 I AS CONSTRUCTED NO REVISIONS �� REVISED VOID F INDEX OF SHEETS Title Page, Sketch Mao, Tabu/ation Of Length and Design eta, Index of Sheets. Typical Section, Genera/ Notes, P/anirny DeYgi/. Summary of Approximate Quantities. Surfacing P/an, Schedule Of ConJtructian Traffic Signs, Details Of Work Areas of Intersections. Standard SymbO/s 6 - 11 - 73 EXCBVatiOn and Backfi/l for Structures C3 Sheets) 4 - 30 - 79 Traffic Signing for High rs d y Construction (4 Sheets) 6- - 08 - 78 Barricades, Drums, Concrete Barrier (Teruo.) and t/erticaPa l ne/s / - 10 - 79 DIVISION OF HIGHWAYS APPROVED: ^ �. ✓ 1. �V4- /e q CHIEF ENGINEER DATE CONTRACTOR ENGINEER (Project OE Resident) PROJECT STARTED PROJECT COMPLETED AS CONSTRUCTED PLANS APPROVED TITLE DATE c 1-gY irk shall be done in accordance with the "Standard Specifications" able to the Project and the "Manual on Uniform Traffic Control s for Streets and Highways" ( adopted by the Federal Highway istration) and the related "Colorado Supplement". traffic is maintained through or over any part of the Project the actor will be required to mark all hazards within the limits of loject ( including connecting roads ) with well -maintained ades, Warning, Regulatory, and Guide signs. All barricades and shall be moved, added to, changed or removed as required I the progress of construction and removed entirely when the :t is completed. traffic must be diverted from the Project by road closure, ;tour will be marked by the Division except that the Contractor provide, erect and maintain Barricades (when required) at ids of the Project, ends of the Detour and connecting roads. S. or State Route Markers required for the Project will be shed and installed by the Division. The location and oning of Barricades, Warning and Regulatory signs shall be commended by the Engineer. on the Project shall not be started until all required signs i place and approved by the Engineer. Where speed limit Lion appears necessary such speed limit reduction shall be Isted from the Engineer by the Contractor. Advisory Speed plates be used in conjunction with Warning Signs (SW13-1 for use with iamond signs and XW 13-1 for use with 36" and 48" Diamond signs), the safe speed is lower than the imposed Regulatory speed limit. larricades and Signs shall be placed for best visibility and ility, maintained in good condition, and kept clean and free rt at all times. Contractors and Engineers vehicles and ment must be parked so that barricades and signs are ie to approaching traffic at all Times. e two identical signs are used for dual posting they are to aggered on the two sides of the roadway for a minimum nce of 75' to avoid a tunneling effect. pies for signing Projects, as illustrated on Sheets I and 2, iypical of signs required and are subject to alteration to ctual conditions encountered in the field. In all cases Warning are to be placed well in advance of the hazard, the distance iding on topography and existing approach speeds. able sizes for signs are shown on Sheets I and 2 of this lard. Larger or smaller signs shall be used where warranted. led dimensions for signs normally used in connection with iruction are shown on Sheet 3 of this Standard. For infor- )n on standard roadway signs not detailed on this Standard the "Manual on Uniform Traffic Control Devices for Streets Highways" ( adopted by the Federal Highway Administration) and elated "Colorado Supplement". Detailed layouts for these will be furnished in the plans or on request. STANDARD S-614-39A SHEET 4 OF 4 SHEETS MAY 17, 1977 GENERAL NOTES 9. Signs with the prefix I'R" in the sign code are Regulatory signs, and as such they impose legal restrictions on drivers and shall only be used as authorized by the Engineer. 10. Signs with the prefix "W" in the sign code are Warning signs, and are used to alert traffic to existing or potentially hazardous conditions. II. Signs with the prefix "D", "G" or "M" in the sign code are Guide signs. Those with the prefix "D" or "G" convey general information and those with the prefix "M" are used to mark the traffic route. 12. All Warning and Regulatory signs shall be posted on both sides of the roadway on divided highways. Dual posting is required where warranted on two-lane, two-way highways. 13. Guide sign SG20-1 shall be placed to mark the beginning of all Projects more than 2 miles in extent, where traffic is maintain- ed through the project. It shall be placed singly and near the beginning of construction. Guide sign SG20-2 shall be placed to mark the end of the Project. It shall be placed singly and may be placed opposite barricade if desirable. 14. Inapplicable pavement markings that could be confusing to motorists shall be removed by a method approved by the Engineer. Temporary markings shall be used as necessary to define vehicle paths. Refer to the appropriate Division Standard (Typical Pavement Markings) for marking details. Adhesive pavement marking tape and raised pavement markers may be used with the approval of the Engineer. 15. Lanterns and Torches: Lanterns shall be used only in low speed urban areas and Open -Flame Torches shall not be used under any circumstances. 16. Barricades, Flashing Beacons and Flashers: refer to appropriate Division Standard for details. 17. Traffic Cones shall be orange, at least 18" in height, and not weighted to an extent that would be hazardous to traffic. They shall not be used during the hours of darkness. 18. If closure is for extended period, including nighttime operations, barricade warning lights and temporary pavement markings are to be installed through -out the construction zone and inapplicable pavement markings are to be removed. Ev tFGiOry rvpQU DIVISION PRO, NO, SN 7 5 EAl ETS COLORADO REVISIONS 5-8-78 Rev. Note No 7 J.D.S. 19. Sign panels furnished by the Contractor for use only during construction may be fabricated from plywood, aluminum, steel or other suitable material but shall be stable and durable enough to meet other requirements of this Standard. 20. All signs shall be reflectorized unless otherwise specified on plans. All reflective sheeting shall be non -exposed lens type. 21. When Flags are used in lieu of the Flagman Sign, they shall be a minimum of 24"x 24", made of a good grade of bright red material, and fastened securely to a staff of approximately 3 feet in length. The free edge should be weighted to insure that the flag will hang vertically, even in heavy winds. 22. All material shall be sound and durable. Barricades, signs, symbols and lettering shall be of good workmanship. Uneven lettering will not be accepted. 23. Flagman Sign The background of the STOP face shall be reflectorized red with white reflectorized letters and border. The background of the SLOW face shall be reflectorized orange with black letters and border. 24. Painting for all wood surfaces shall conform with the "Standard Specifications". 25. Alternate methods of processing signs or the substitution of symbols or other reflecting elements for painted symbols will be permitted only after approval by the Division. 26. Posts for regulatory, warning and guide signs shall conform with the "Standard Specifications" for Timber Sign Posts. 27. ,Diamond warning signs shall have a standard size of 48"x 48". Where speeds and volumes are relatively low, a minimum size of 36%36" may be used for Construction Approach Warning Signs, provided that a minimum letter size of 5" can be accommodated on this size with the appropriate legend. TYPICAL CONSTRUCTION TRAFFIC SIGN AND CHANNELIZING DEVICE REQUIREMENTS Construction Traffic Signs Each Channelizing Devices per 100' CASE Panel Size A A B C Barricades Cones Vertical panels Drums I II II * 2 3 2 2 H 6 4 * 2 3 2 2 III 4 9 * 2 3 2 2 8 16 8 * 2 3 2 2 Y YI 0 8 * 2 2 3 3 2 2 6 II-13 * 2 2 * As directed by the Engineer A 0. to 9 0 sq ft Including T pe I and Type 2 Barricades PANEL B 9 01 to 16.00 sq. ft. SIZE C 16.01 sq, ft. and over DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS TRAFFIC SIGNING FOR HIGHWAY CONSTRUCTION Designed By F. J.B Approved By J/'—£.� Made By F J. B Staff Traffic Engineer Checked By: J.D.S. Date May 17, 1977 —39A ( SHEET 4 OF 4) STANDARD S-614— 39A TYPICAL TYPE 2 BARRICADE TYPICAL TYPE 1 BARRICADE 2' min to I. May be fabricated of lumber, variable max. _ 2'min. to aluminum or other suitable variable max: light weight materials of I. May be fabricated of lumber, structural soundness. aluminum or other suitable 2 Stands may be detachable light weight materials of 3' min. for mobility. structural soundness 3 Type 1 Barricade nos 2 1 2, Type 2 Barricade has 4 reflectorized roil faces (one I reflectorized rail faces (two each direction). �. each direction). Y \ TYPICAL TYPE 3 BARRICADES (Timber) FIXED Id fit Wing Rail to back Use 2-4'xg s Lag As Required Warning Light Rail, attach with two See appropriate Screws to attach "x" bolts with nuts --, ROAD General Notes - t washers (See Note No. ;(-,1! roil to post SRII-2 f� �,1 CLOSED below). SWI-7 I_8 5' min. it wing rail to .ke with 3-16d AFAPIAPF nmon nails 2"xg" 6'-6"mox. Roil T 5'- 0" m in. I I I I l l II'I l I !�-4"x6" I I 1 13-0," min. l l Posts --.1 I I I III I l 2"x 4" LJ L 1J� LJ U Stake For traffic diverted right, reverse For traffic diverted left, reverse angle of stripes on this side. angle of stripes on this side. MOVABLE -RIGID RAIL LENGTH TABLE* As Required rYPE 3 BARRICADE ROAD LENGTH FIXED MOVABLE 4"x 4" Posts SRII-2 Braces CLOSED F - A M - A 8'-14' and F - B M - B 15' - 24' 2"x8" I' -8' DETOUR SM4-IOIR) F -C M -C 25'-35' F - D M - D > 35, I'-6' 5' min pe 3 Barricades have 3 reflectorized 4"x6" Sandbags for 6'-6"max. it faces if facing traffic in one Skids added stability 5'-0"min. rection and 6 if facing traffic in o directions. MOVABLE -HINGED ten fixed barricades are designated 2"x8" Rails IF Vell the plans, the portion of the posts if facing both ground line shall be dipped low the 2'x8 directions 07 hot creosote oil. The portion of the 5' min. st above the ground line shall be 2"x6° tinted in accordance with the ipropriate General Note. itachable extension wing rails for passing of construction equipment e permitted, when necessary, on Fixed Movable Type 3 Barricades The ngth shall be adequate to close the ,rrow pit and /or shoulder as required. TYPICAL BARRICADE CHARACTERISTICS BARRICADE DESIGNATIONS TYPE I TYPE 2 TYPE 3 ,it Width 8"min. - 12" max. 8"min - 12" max. 8" min. - 12" max. it Length 2'min. to variable max. 2'min. to variable max. As required, See Table sight 3' min. 3' min. 5' min. ripes See Detail of Barricade Striping and appropriate General Notes. ,e Temporary Temporary Temporary or Permanent RAIL STRIPING DETAIL T Reflective 45° / Reflective Orange lJ./ White For rails less than 3' long, 4" wide reflective orange and white stripes are to be used. STANDARD S-614-52B JANUARY 10, 1979 GENERAL NOTES I. All work shall be done in accordance with the Standard Specifications applicable to the Project 2. All signs, sign materials, beacons and barricade warning lights shall conform to the standards set forth in the latest edition of the Manual on Uniform Traffic Control Devices for Streets and Highways and the Colorado Supplement thereto. 3. The various types, combinations and applications of signs and beacons for barricades required for each project shall be: a. governed by field conditions. b. as shown in appropriate typical illustrations or specified or detailed in the plans. c. when called for by, and subject to approval by the Engineer. 4. Alternate materials or other reflective elements on signs or barricades will be permitted only after approval of such material by the Division in writing. 5. All painting shall conform with. a, the applicable Subsections of 508 and 614 of the Standard Specifications. b. all skids, braces and posts shall be painted with 2 coats of "Exterior White Paint". c. the backsides of rails and vertical panel channelizing devices facing one direction of traffic only shall be painted with "Exterior White Paint", 6. All striped surfaces, except on concrete, shall conform with, a. the entire area of orange and white stripes shall be reflectorized. b. all reflective surfaces shall be "Smooth Surface Type Reflective Sheeting". c. horizontal rails, wing rails and vertical panel channelizing devices shall have orange and white stripes on the face side(s) slanting downward at a 45" angle toward the side(s) to which traffic is to pass or turn. d. permanent barricades shall be reflectorized red and white stripes. They may be used at locations to mark the end of a road, street or highway where there is no crossroad or outlet. 7. For all wooden barricade components: a. nominal lumber dimensions are satisfactory. all skids, braces, rails and posts shall be nailed together with No.20d nails. all timber shall be Grade No. 2 or better, S4S, Douglas Fir or Larch, as described in the current Standard Grading Rules published by the Western Wood Products Association, and shall conform to applicable paragraphs for the rails and posts. B. All screws, bolts, nuts and washers shall be galvanized or cadmium plated. 9. Stability of barricades and channelizing devices shall conform with a. skids (bases) of movable barricades shall be weighted with sandbags only where necessary to provide stability. b. no movable or portable device shall be weighted by any method or material to the extent that would make them hazardous to motorists. 10. Flashing beacons or warning lights used with barricades, drums and vertical panels shall conform with: a. use flashing warning lights when devices are used singly and steady burn lights when they are used in a series for channelization. b. they shall be positioned above the top rail of barricades or on top of drums and vertical panels. TYPICAL CONCRETE BARRIER ( TEMPORARY) 12' TRANSITION SECTION 10' LINE SECTION — r 45° ORANGE AND WHITE REFLECTORIZED STRIPES SHALL BE 8" WIDE AT 45° ON CONCRETE BARRIER (TEMPORARY) SHALL CONFORM SIDE OF BARRIER FACING APPROACHING TO"GUARD RAIL TYPE 4 (PRECAST -PORTABLE)" TRAFFIC, AND SLOPING DOWNWARD IN DESCRIBED IN THE "STANDARD SPECIFICATIONS" THE SAME DIRECTION TRAFFIC IS TO AND SHOWN ON THE APPROPRIATE "M-STANDARD". PASS. ( APPLY FOR 32'- TRANSITION REFLECTORS ARE INCLUDED IN THE COST OF SECTION AND FIRST TWO LINE SECTIONS.) CONCRETE BARRIER (TEMPORARY), FOE"AL „o DIVISION 1'1101. NO. SNEET TOTAI REGION NO. INO. GIEEe Vill I aOLORADO REVISIONS TYPICAL DRUM Fe— IS" min. ---� I. Drums shall never be placed in the roadway without appropriate �- advance warning signs. 4"to 8" 2. There shall be at least a two orange and two :is:';;Orange'.`,;;:,.; ' white horizontal, cir- ..,.� cumferential, reflective White M stripes on each drum. TYPICAL VERTICAL PANEL -+{ B"to 12"� TYPICAL SECTION I Sheet aluminum or ONE DIRECTION other suitable light �p I• T Stove Bolt weight material. Pla ue S Q Fiber Washer `,+ I 24" v',[ min. }= i / ;5a Steel_ I "+ Post 36 /—" Lock Nut min.{. White Washer I_ I•+�,. Orange If special panels 3' or greater in height TYPICAL SECTION are required then 6" BOTH DIRECTIONS stripes shall be used. Plaques For permanent installation only - I. Steel posts shall be hot -rolled steel or re -rolled rail steel. 2. Posts are to weigh 2 lbs./ft. with a mill tolerance of minus 3-f' % of the weight of any one post being allowed. 3. Reflec t orized Yellow shall replace Orange and Black shall replace White. 4. Panel shall conform to "Class I Signs". n'l-1 "`�TYPICAL ACRYLIC CUBE 3" TYPE REFLECTOR (Capable MIN. of clearly reflecting light under normal atmospheric condition X, from a distance of 500 feet when illuminated by the upper beam of approaching standard automobile headlights). THE TYPICAL ACRYLIC CUBE TYPE REFLECTORS SHALL BE MOUNTED ON THE FIRST LINE SECTION AND THEN AT 50 FOOT INTERVALS FACING TRAFFIC. APPLY ON SIDE(S) OF BARRIER ADJACENT TO TRAFFIC LANE. THEY SHALL BE YELLOW FOR BARRIER REQUIRED ON THE LEFT SIDE OF THE ROAD AND CRYSTAL FOR BARRIER REQUIRED ON THE RIGHT SIDE. DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS BARRICADES, DRUMS, CONCRETE BARRIER (TEMP a VERTICAL PANELS Desi Approved By: X"a £, %wJfin gned By F.J.B. Staff Traffic B Made By F J.B. Safety Projects Engineer Checked By: J.D.S. Dates January 10 , 19 79 STANDARD S-614-52B STANDARD S-614-521 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. e Ag"im .90' fo .74' /Yd/% of h/Bp Ppur and 7-clr Coal WlWh �iot57J �4/s 68I �.70. / AgIr r Lid ,fh. ??t 74.9 B/r. 34' �6r64J OCLOVIY F Oe-"WZ ACT ✓^T. /O Om re /fb RMOSpeef Sf end OrEtifr YW lb be as direef%' d will be edfacenf A, bofh fhe .Neden and uf/rr. GrJt of eeistiiq Gufifer rS� a/bw /� / elms of d rb be Rlared :6 /neh above fhe m*e oP fhe y /"Wy fie reymmal m bwArle lama /V nrmom "O'hy f„07011e. ZocaliVIO fo Abe dire1ed by 7yplCAL SECT/ow Na 5",ee 0 /6" and Let/ Turn 51-r a Z,-w-- Firsen/ /fiPha/fic Rvremenf X /6' E/rzgfefh Sf /o Orahe ed. A'A' 20' /W6,gm/ice 5,4 /o el-li helh S/ e 4arits 3? "fo.34' wofh oP HBP A$sur-fal alvd 761e.* Coaf / Pe - AS CONSTRUCTED NO REVISIONS � REVISED VOID Exit/inq Curb andGuffer Leff turn srbrage /ants end inedien areas a/ inf%rsechone ane fo be eased /%a /odes fhicF Intersecl:on appl-oerhes wiY/nof bePas7ed. FEDERAL ROAD DISTR{CT I PROJ. NO. SHEET TOTAL DIVISI N NO. MO SHEETS cowmw I C 06-0?87-/7 2 GEwEiPsOL /VOTES For pre/inii�rarsy P/an q�m'.i5es o/ .gsP/ialffic 41e�/ei-�/, �5ie {o/%king --odes Were used = f/o/ Bifum//roue pavunerr/ //O /ba/sq fd /nch Tach Ceb{E,necos,/;i1/ &,ai O./O ya/s /* f DihiJ�d Emulsified �s�ia/f /or '-d'mr of /Re v Emu/5r{/ed f5phall and /fir/ W4,y e/- Aales of aoP/ea/ion-.0a//be dele'-h7rxd by the EnyirMer a/ //ne /tine oP aPP/ca/:on. The Fv/%wwv a/w//be {} ,fished wifh each hitumioorrs parry. /7 shi'/ype dey:ce a/ /ems/ .90 fee/ /n /eny,* Z 5horl sf: or sloe. esyimmted /ha/5Gi7 hours of F/egy:�y Pot confro//lily tra�Fic wi// be rye jrmmed for /his Pro. jecf. ZWOIV p/aceinrm' oP 70clr Coe/ /hie confrecfor w/// Araaw the Preaenf roadway 75 direclfed Brno/miy wil/nol be paid rot seodrai+r/y, buf shall be /irc/ceded /i� fhe wort is esf/ina/eo' /haf 300"rys oP /raPPic confro/ superr/s/on wi11he required an /h15 a--jec l Striping by State Forces. /tis estimated that 9 manholes and /4 //a/ve boxes are to be adfus fed. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. SUMMARY OF APPROXIMATE QUANTITIES AS CONSTRUCTED '"o� w UIVIs�ON �ROJ. NO. NO REVISIONSOREVISEDO VOID= ffi COG OZ87-,7 3 DEx CONTRACT ITEM N0. CONTRACT ITEM UNIT PROJECT TOTALS '.OE SME" 202 fiemoval of Asioha/f Mat (Planing) sQ Yd. /8,423 2/0 2/0 Adlust Manhole Adjust 1/alve o5ok Each Each g /g 403 Not BltuminoUS Pavement CGrs9diny EK)CPd&1) (A.sohal,`) Ton 4,027 4// Fmu/sifitd Asphalt (CSS-/) G.?A 2,440 6/4 Flagging /Naar 500 6/4 Traffic Control Supervision Day 30 6/4 6/4 Construction Traffic Sign (Pane/ Size A) Construct/on Traffic Siyq CPane/ Size B) Each Each 6 14 6/4 Traffic Cone Each SO 626 Mobs%iiation ,Gump Sum FORCE ACCOUNT F/AO/ /A 02 Minor ConY--act Revisions Str,/oi ny (by State Forces) F. A. FA. i / Page is too large to OCR. SURF4C/NC PI -AN 4TION HOT BITUMINOUS PAVEMENT (OR. EX) REMOYAL OF ASPHALT MAT (PLANING) TON ,g . Y.O. 7 //+82 agnoba 3;t ) 37 621- /7r00.9 i/berry St.) 189 ,2,/82 47. / — 29 , 38. 3 pure/ St) / 70 1,872 9.7 — /2 t 29.7 itKin St. ) 93 /, 000 78.S�66f64/ sped St to �rd*e Ro.) 3,_r38 /2,744 ota/s 4,Oz7 16,423 •e Undesignal�:d tabi/�iat�bn bored on fhe following : 18 K EDL A (/0 YR.) /33 Serviceabi//ty /adex 2.5 'trengM Coefficients Not Bituminous Pavement (Gr, Ex) 0.44 W.S. IV -from Oe f/ection Analysis o. /0 - O. 88 SCHEDULE OF CONSTRUCT/ON TRAFFIC SIG/VS ,ODE LEGEND DIMENSIONS PANEL SIZE QUANT/TY REQUIRED A B i C 4 ROAD/WORK/ 48 " x ire" X 4 ( /ST) 7d FL A6 MAN 48,x 48, X 2 S YMBO L -.2a END/ROAD 48" x 24* x z WORK ? (R) TRANS/7-ION 48" x 48" X 2 SYMBOL (L) TRANJ/T/ON 48" x 48 x 2 S YMBOL 4 ROAD/WORA'/ .36" x 36" X 4 AHEAD i(R) R/6HT LANE C405EDI(DIS7.) 48" x 48" x ,z FrU CLOSED/( /D ST.) 48"x*e, X 2 CONES — .28" 50 Lwo.w. wow DIVISION I PIlOJ. NO. wwaow rw S«�r:rn WI �OLOPM C 06-0287-/7 1 NO REVISIONS REVISED VOID i i I 1 DETAILS OF WORK AREAS AT /NTE/'i SECT/ONS FEDERAL ROAD oisrwcT PROJ. NO. SHEET TOTAL AS CONSTRUCTED mnaoH NO. NO SHEETS NO REVISIONS REVISED �� VOID �� .L!--oo C06-O?87-/7 5 ►GNOLIA ST. ERSECTION z J� T PITKIN ST. INTERSECTION z J L 1 MULBERRY ST. INTERSECTION PROSPECT ST. INTERSECTION LAUREL ST. INTERSECTION L eGEND ® These areas /'o be p/arxd, tocknd and partd �it/i /i2" of f1o� Bifiir�sinois R Av1l7c rf P/smmy is 1b be po c' Am- es ;fknoom:v1 of As' phwll ()%oll y) .Haximam depth of P/eainy is es/r narf!d /» be flinches w/fh an ? ewVe ep a/h of 14 AClAes. ildo�i/ions/ P/aninq w/// be selec*d /oco/imi , hr"ween H aspect S/ire/ andOrwife goad Are shoe/ /Ya. 2 /or oefai% TYPICAL LOG OF Sample No. TEST Nn t u_ n PIT HOLES Nn A — . 0 2 4 6 e 10 12 14 16 Is 20 22 24 !6 !e represented by combinations ch as: TYPICAL HORIZONTAL CURVE it A.urve uara d'I �l o = IBRoo' DOI L?I Ts = 452.8' t''i1 N Es = 25.8' - 1-/ pc = 9e00, rnl Dc = 3a00' Tc = 150.3' Lc = 300' Rc = 1909.86' e = 079'/i M D S =60mph S S D =510' TYPICAL VERTICAL CURVE 215 Road A �— PDroaches Ne �- Existing) , Section Corner +I.,,, I Center of Section --12-- o� 0 Ties to Section Corner o•� Aoo`• y�o Culverts E Drains Proposed -------► Exist. —­ H--� H--•1---[-� No Hdwl. I Hdwl 2 Hdwls. End Sections Proposed �. Exist. (To be dashed) Sipho CgC Bridges Exist. (To be dashed) Water D"� ,� core cheek i Ditch Propoud Ditch Mountains Trees Single Trees O©Q Deciduous A* Coniferous Groves of Trees ASDsn Pins NORTH ARROWS STANDARD M-100-A ( MAY 1 1, 1973 ) County Line Township or Range Line Land Lines Section Line %A Sec lion L— /16 Section L.ne _ Property or Tract Line I I I L City Limits Railroad Existing Road New Road Control of Access l�2_O_P bo_pAccessdenied by DeedO-POP-NAN-GIA----fEOA Right of Way Line --R.o w. NARXERti Protected By Freeway Law (Virgin Location)-----v— Top of Cuts Toe of Fills Barbed Wire Fence —x x x z— Choin Link Fence O O O O Barrier Fence ­� Woven Wire -Combination Fence 'w a Snow Fence - i �— Wood Fence Deer Fence TYPE Guard Rail TYPEI_ �- EXIST T7_—r- NEW Guard Post o o o o EXIST e e e e NEW Delineators Type I II "O -Go M IQ R OOo -T • Sidewalk =7YPE� —= TYPE — EXIST NEW Curb and Gutter TYPE __ TYPE EXIST, NEW Gutter TYPE -- �a EXIST. TYPE — Tel. 6 Teleg. Lines Exist. Electric Lines NEW To be Removed Relocated Elec. Trans. Tower Buried Tel. Cable TEXIsT -r- - -T T Buried Electric Coble —E-- E%IST. NEW T —E—_—E E— NEW Gas Main G- NTT. -G-_-6 6. G G NEW Oil Main --o-Io EXIsT -a---a to. o— NEW Water Main w E>'sT. -w- - -w A w w NEW Sanitary Sewers I?+ rx-IsT. y 12* y • r NN Storm Sewers -0► is' Q� EXIST. NEw " IS" INLET as NEW Light Standard -Existing o-{; Light Standard- To be Removed O­-X Light Standard -Relocated o-® Light Stardard-Clear Luminaire O--O Light Standard -Amber Luminaire O 0 Bridge Wall Luminaire o Bridge Ceiling Luminaire} High Most Light Standard ♦,ep-e�♦ b-1 ~ N=Number of Luminaires FEDERAL ROAD REGION NO DIVISION PROJ NO SHEET TOTAL SHEETS 2ZM I COLORADO REVISIONS GENERAL NOTES THESE SYMBOLS ARE INTENDED TO EXPLAIN THE VARIOUS TOPOGRAPHIC FEATURES INVOLVED ON THE ROADWAY PLAN SHEETS WHICH 1 INCHA RE PREPARED FEET. A NOTESES AREOF I ADDEDN WHERE0 FEET OR NECESSARY TO CLARIFY THE SYMBOL. IF THESE SYMBOLS ARE NOT APPROPRIATE FOR USE WITH OTHER SCALES, A LEGEND IS PROVIDED IN THE PLANS TO EXPLAIN THE SYMBOLS THAT ARE USED. GUARD RAIL, CURB & GUTTER. FTC. ARE REPRESENTED BY A SYMBOL WTH TYPEDIVISION MISTANDARDG FORIVEN EXPLANATIONNOTE.S OF THE VARIOUSITYPES. EXISTING FEATURESNOTSYMBOLED GHERE ANDOTHER SHOWN N BY A DASHEDDE LINESTOPOGRAPHICAL WITH EXPLANATORY NOTES AS NECESSARY. NEW FEATURES TO BE CONSTRUCTED ARE SHOWN BY SOLID LINES. DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS STANDARD SYMBOLS Designed by RLM Approved by Made by HPS Staff Deslqn Engr.� Checked by DWD Date May 11 1973 NOTE See sheet No 4 for typical Construction Traffic Sign and Channelizing Device requirements for each Case. CASE I Ice for I elude* VMI MIL Ei 1 1 f 4 )/1500 FT, 'M B O L), UC T10 N. I I \T I� F-I LEGEND I, --=I Type 3 Barricade I -'-I Type I or 2 Barricade — Concrete Barrier (Temporary) ■-- Flagman 1 Vertical Panel Channelizing Device ♦ Traffic Cone • Drum Channelizing Device END CONSTRUCTION ISG20-2 SW�I-6 IWI-3iR) Rn�J XW13-1(00) v, I `%- IW4-2(R) / ROAO ONMI E \STRUC/- / V XW20-1 TYPICAL APPLICATION LOSURE OF ONE ROADWAY, 4-LANE DIVIDED HIGHWAY CASE 3E \ry luence is j(, e for the �\ direction. 00 E N D �a,T CONSTRUCTI( SG20-E caching Iti T / FLAGMAN 500 FT XW20-7 ONE LANE ROAO 1000 FT XW20-4 I 1 RoaO I �— CONSTRUCTION 1500 FT TYPICAL APPLICATION xW20-1 JE CLOSURE, 2-LANE IIGHWAY, AT CURVE IWI-3(L) rinl„ �M I XWI3-1(OC) RIGHT LANE _LOSER 1500 FT XW20-5(R) CASE II Sign sequence is the same far the _ _- opposite direction • •o • � T = WORK • AREA • •� • ♦o F--� I I --I • -� • IA A •! • • •-`1l TYPICAL APPLICATION ROAD CLOSURE, USE OF ADJACENT SHOULDERS STANDARD S-614-39A SHEET I OF 4 SHEETS MAY 17, 1977 CASE III END OR END ROAD WORK CONSTRUCTION SG20-2a SG20-2 Sign sequence for opposite direction to include ROAD/CONSTRUCTION/ i/zM ILE, LEFT L>l /CLOSED/1500 FT, Lane Tra a sition(SYMBOL), ROAD/CONSTRUCTION/NEXT;; MILES, and END/CONSTRUCTION CONCRETE BARRIER (TEMPORARY) ROAD CLOSED SRII-2 •� IR4-7 KEEP EIR4-7 RIGHT ROAD ROAD WORK OR CONSTRUCTION AREAD AHEAD XW21-4 XW20-1 XW20-1 TYPICAL APPLICATION CLOSURE OF HALF OF 4-LANE HIGHWAY, NOT PHYSICALLY DIVIDED ROAD CONSTRUCTION NEXT ` NILES SG20-1 XW20-5(R) INSTRUCTIONS Close ramp using barricade When closing lane T/t and ROAD/CLOSED sign .u_L No I Use A and B CASE when ramp is within limits No 2 Use A and C of work or when first Far extended ramp No 3 Similar to A and C with "RIGHT" replacing "LEFT" barricade is within 1000' ROAD closure, information No 4 Similar to A and B with "RIGHT" replacing "LEFT" of nose Ramp closure is CLOSED should be provided optional depending upon SRII-2 on the crossroad construction situat-on C LANE NO 2 CLOSURE B LANE NO. I CLOSURE A LANE NO I or NO 2 CLOSURE a H H� Oa Ramp r� Lan=No 4— Lane No 3 — �jL�-� r• K- _ Lane No 2 — 1T Tee. Lane No I REVISIONS 5-8-78 Rev. Date Only J.DS Sign sequence is the CASE IQ same for opposite END ire dction (appropriate CONSTRUCTION csery de) symbols to be t �SG20-2 a ( X I S'W I - 6 SW 66 r IWI-2(L) I ROAD SRII-2 �i 1 _ WORK- __ CLOSED (%iil —�-� - SM4-10(L) AREA XW13 NI (00) Y I - I i IWI-3(L) H I S .71 - — a c XW 13-1(00) TEMPORARY 1 y PAVEMENT - Dl:rouR 1000 FT MARKING T � xwzo-2 ROAD CONSTRUCTION 1500 FT Delineators on bypass where needed XW20-1 TYPICAL APPLICATION ROAD CLOSURE, BYPASS DETOUR PROVIDED NOTES I. Lights shall be used to mark flagman stations during the hours of darkness. 2 Signs are shown for one direction of travel only. 3 Vertical Panel, Traffic Cone, and Drum spacing in feet shall equal the numerical value of the speed limit (eg. 45mph= 45ft. spacing). 4. he Taper: L=SKW. L= Minimum length of taper. S= Numerical value of speed limit or 85 percentile speed Ml= Width of offset 1 a H i H H�� � ., wc'�-va.�sJ �-loo'-�--vorl<r-�. �- I i 500 500 � 1000�-- i 1-1000 - - - 2600-- soo'-�! IORTABLE ADVANCE�I`L-snw /z�- �—Soo'--j 'CITABLE ADVANCE�� L=srw -+ ELECTRONIC WARNING 5oo'I ELECTRONIC WARNING yII SIGN (SPECIAL I/ SIGN ( SPECIAL J LIGHTING UNIT) j� LIGHTING UNIT) OR END I �ND�OR END I ROAD r hOAD ROAD O WORK CONSTRUCTION ROAD WORK CONSTRUCTION LEFT LANE R040 �- WORK OR CONSTRJCTIO, WORK 'OR CONSTflUCT10N SG20-_a CLOSED (((\ �� GGZO-2 SG2O-2a GG2O-Z ___ FT I/Z MIL \rM!IE/ ' �, IMILE I MILE IW4-2(L) iW4-2lU TYPICAL APPLICATION XW`!•.N?i XW21-4 XW20-I �XW13-1(00) 2�-4 LANE CLOSURE, MULTILANE FREEWAY DOUBLE POSTED DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS TRAFFIC SIGNING FOR HIGHWAY CONSTRUCTION esigned By J.V N I Approved By �''_ �� V ode By J E M I St.fI Tralf is Engineer i_hecked By J D.S Date May 17, 1977 S-614-39A (Sheet I of 4) Pa<> wesr sM3-a SWI-IIR) HQO SMI-4 (00) S 1-6 Kr ROAD SRII-2 SW 13- I (00) CLOSED 0 SM4-IOiR) i + PASS WITH CARE SR4-2 DO NOT PASS SR4-1 F \ \ \ wEsr SM3-4 TYPE 3 BARRICADE QQ SMI-4-4 (00) H SM6-I(L), SM4-8 oer SM3-2 Easi SWI-I(L) SMI-4(00) 00 a S W 13 - 1(00) SM4 - 8 :.Frvur oFTo SM4-8 SM3-2 EAST wEs- SM3-4 SMI-4(00) 00 —� / ✓ QSM I-4(00) SM6-1(L) 14--; STANDARD S - 614 - 39A SHEET 2 OF 4 SHEETS MAY 17, 1977 Typical Signing ROAD CLOSED SRI I-2 V"'.01"'I'll XW20-3a\11/ 1WI-5(R) CLOSED ROAD a !vim 1000 FT SW13-1(00) XW20-3a $TOP Skl-I i i, as Where Traffic Is Prohibited Along Construction (Advance signing not shown, see sheet No.l for typical applications) TYPE 3 BARRICADE ROAD SRII-2 CLOSED M P`H SWI-6 SW13-1(00) SM4 .OIL' TYPE 3 / BARRICADE Area under Construe TYPE 3 BARRICADE �ETOLR SM4- B Ea5' SM3-2 00 SMI-4(00) SM4-B �00 V \ P SM3-4 SM4-8 ue SM3-4 wr�T SMI-4(00) A�121R SM4-8 NARROWSMI 4(00) 00SM6-1(R) --►SM32 BRIDGE STOPROAD CLOSEDSMI 4(00) SWI-5(R) % MI Tf gPFICCAD SRII 3 SRI-I SWIO-I SRIS-I SRI-I SW5-2 r.�r MPN OCF� SWI-7 ROAD SRII-2 CLOSED �♦ LOOSE soft ROAD SRII-2 CLDSED TYPE 3 BARRICADE TYPE 3 SWI - 6 GRAVEL SHOULDER BARRICADE \ I SWI-6 / F ROAD MACHINERY AHEAD SW21-3 SW8-7 SW8-4 soft LOOSE SHOULDER GRAVEL SW8-4 SW8-7 SM4-8'-T— SM3-4 xEsr SM1-4(00) 00 R T SW1-3M SWI-6 SW13-I(00) T WI-6 / �F SI S� SWI-IM SWI-6 SWI-3(L) SW13-1(O0) SWI3-I(00) EVISIONS _ 5-8-781 Rev Date Only J.D.S. /F FAST SM3-2 00 SMI-4(00) SW H(R) TOP VIEW \ SWI3-I(00) +rF-- ° to 5° 0 NACHINERR00.D T OUM ANEAD SW21-3 Sw6-I Typical Signing Where Traffic Is Permitted Along Construction IZ (Advance signing not shown, see sheet No.I for typical applications) ROAD SRII-2 CLOSED SN�R) fDETOUR 'WI-4(R) 500 fT 10 XW20-2 SW13-I(00) swl-a(LI � l� DETOUR ROAD SRII-2 1000 FT S W13-I(OGl CLOSED TYPE 3 BARRICADES SM4-10(L) xwzo-z Arec under Construction DO I NOT 1 , PASS TYPE 3 DRUM BARRICADE CHANNEL IZING SR4-1 DEVICES I SW4�2(R) SW6-2 PASS � wl rl) CARE SR4-2 4N6-1 SW6-3 DETOUR 500 FT 5,to7 Depending upon field conditions Min ---L _.L6 18 Shoulder Edge or Foce of Curb Sign Placement DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS TRAFFIC SIGNING FOR HIGHWAY CONSTRUCTION -esmn,d By E J B aForoved By- M�de ay J E M Staff Trarf , Engineer . hecked By J D S Date Ma; 7, 1977 STANDARD S-614-39A (Sheet 2 of 4) STANDARD 'S-6!4-39A STORY SIGNS Jote No 9 1�211j--I—22g-�{ ­­218 ---224' �{ ROAD CLOSED 6C 33 30 ;: MILES AHEAD 5-C a LOCAL TRAFFIC ONLY J _a_-c38 _ 4y in: �r Radius. I9 SR 11-3 —T_ 216— LOOSE ' o 5 GRAVEL�5 o a SW8-7 STANDARD S-614-39A WARNING SIGNS See Note No 10 -192_I9 Z -202 -}- 20g 1316� 13� Ie �13 _ 1� za — �I -L-__--_— — -�— + 16R Margin. a Is R --------- 48 SWI-6 Border. Corner Rodms s e If SWI-7 I'x-I-x-I � C Margin '9 31G I Border. A M P. H. E D F Corner Radius: Ig I Panel I A B C D E F G SW 13-1(00) 18°x 18 g '2z 8E 2 3E122 5i6� XW13-1(00)24"x 24 g �',3g II0E�24 4E131 i 761. x- Reg'd digits to be visually centered S rG 500 FT � t-C-/-D-- D ONE LANE J I IOOOFT � --ROAD�G J 1500 FT _G AHEAD E--1- F-{i FOR 500 FT , 1000 FT a 1500 FT SEE W20-I S A B E F G S A B C D E F G H I !J 05Z'7-, 48II4y 15g tg15;'r Wg 15s 7D XW20-4 48 18 fl 174 9jg 9� 12y 12a 3g 5a 3e 7-C 3610310i3Ilg�lla SD SW20-4 36 13g 12g 7 7 81 8a 2=, 34 2q 5-C 1- A�_Bii L E �500 Fes= 100 FT_G 1500 FT_G V E-+ -F--I S A B C D E F G 48 12 121, 13g 14 1311 14 7-C 36 8g 81'9 91 10 9" 10 5-C r llg-t-12� DETOUR 5403 24 32 B __4 N 30 SM4-9(R or L) Margin' e Border g Corner Radius: I z 30 6�I6 s �MEN 5-0 , -WORKINGI-- 5-o;g 13, 139 SW21-1 7 3! (I2 2os II I !�g21 18 e; DETOUR; 132 4e r,.... 2'-� 6-D Copy- ,<L 1yR_ I f R r 48 - SM4-10(R or L) Reverse dimensions for Left designation SHEET 3 OF 4 SHEETS M AY 17, 1977 _ S PLATE DETAILS S M B R M 30 a Ig B 36 g g 2a R 48 17 3 \ G _ 500 FT I'-C-+-D�i )N -" J �_ ICOO FT \AHEAD- ��i 150I FT S A B C D E F G H I J XW20-1 48 92 E��916126 25212112a 4' 3g 4y 7-C SW20-I 36 6g 7g 2 s20y 8a Ba 3g 2g 3g 5-C S B C D E F G 48 JA 12�13g 14 l3g 14 -C 36 81, 9e 10 9g 10 5-C n�clory rvo .,! DIVISION PROD NO SMet' S EETS COLORAD0 REVISIONS R-I 5-8-76 Rev Date Only J.D.S. � S/ I�I DETOUR E + 500 FT 1000 FT AHEAD i G 1—E—+_F— �, G-+-D�/ G 1500 FT S AA B C D E F G XW20-2 48 IB 181�171T l717 14 3, B-D SW20-2 36 13g 13a 13g 13g g 21 6-D S /—..,�.}}...�.8 A R S /,\ IGHT LANE\_�� j_�- 5C,4--00 o I G � LEFTILANE J G �IOOOFT c� --I— __ L CLOSED- %-= -zH - CLOSED__ -1 T" AHEAD- / -- I - �1500FT--� AHEAD-/` �I 1-E>}-F-I-- `E t F.{ I-E F-I S A B C D E IF G H I J S A B C D E F G S A B C D E F G H I J XW20-5(R) 48 19 19 14d 14g;I0-f IOg 2gl i 3g 6-C 48 IOg IOg�lla'�, 12 IIy 12 1 XW20-5(U 48 17-77 177-e 14; 14y 10g IOg!2g g '3g 6-C SW20-5(R) 36 ISa 151212?� Bg{ 84 23 a 2a15-C 36 8q 8 9g 10 9g 10 5-C SW20-5(L) 36 14g 142 12s 1216 By 8y'28 e 24 5-C j\ 30 I- --FRESH6D4 0I L II I 161g6�1 SW21-2 25 — --}--- 24 8a I68 ROAD I =-4z j 6-C 36 (CONSTRUCTION 6_C4 `' MILES '__C ' NEXT J6_444 I~ 229- - 22T --I Margin g SG20-1 Border: g Corner Radius 2a S A B C D 48 16a 17a 17 18 a 361212a 13g FLAGMAN SIGN See Notes No 21 and No. 23 I 36 [16�j 1716 103 1 S I'A�-B'{ �Iee 881- 500 FT 5 DD ROAD 5 0 I — —WORK— � 'R J _ [ rllg'Y'Ila-{_ _ I -MACHINERY_/---R4J_5_E -I000 FT_5-o -- AHEAD_ AHEAD 5_D -- I I' —1500 FT_5=o � t107��ry0g'I/ \�JI�// S A B C D E F G H I J SW21-3 SW21-4 1361828 8g 9 9 I0g IOg 3g 34 3g 5-D --25. - -24g I6s!6i END _3` 6-C 3 24 CONSTRUCTION 6 ` i -- 60 -- - SG20-2 Margin g Border g Corner Radius I2 48 I5g!BE' END 6C_3; 24 ROAD WORK 6C 3,y - - — 4z �---19 a --i-- 20 SG20-2a Margin g Border: g Corner Radius: I z I I PILOT CAR s-C22 FOLLOW ME 5=c24 1�--- 36 -{ SG20-4 Margin. e Border. g Corner Radius 12 Diamond: ]Iglu: i lyder: mourner Radius 14 DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS TRAFFIC SIGNING FOR HIGHWAY CONSTRUCTION Designed By J E.M. Approved By Made By J E M Staff Traff,C Engineer Checked By J D S Date May 17, 1977 9A (Sheet 3 of 4) STANDARD S-614-39A