Loading...
HomeMy WebLinkAboutTAFT HILL ROAD 1975 - Filed STR-STREETS - 2004-04-29See Standard M-IOo-A for STANDARD SYMBOLS FFDE Rai Roan R`�.°R "° DI,.ISION PROJECT NO SHEFT NO STATE DEPARTMENT O E HIGHWAYS YII[ COLORADO M 801711) 8 M 8077(1) 1 DIVISION OF HIGHWAYS -STATE OF TABULATION OF LENGTH & DESIGN DATA ROADVIp4 STATION LIN. FT. 173 +99 -Begin M 8027(1) 2601.0 200+00-End M8027(11= 100+00—BEGIN M80I70) TOTAL M 8027(1) 12601.0 SUMMARY LIN.FT. MILES 2601.0 0.493 M $027(1)Not and Gross Length 100+00-Begin M 80170) 200-00 END M 8017n) 870.0 108 + 70 - End M 8017(1) eOTAL M8017 (1) 870.0 SUMMARY LIN.FT. MILES 870.0 0.165 M 8017(1) Net and Gross Length DESIGN DATA FOR M 8017(1) & M 8027(1 Maximum Degree of Curve None Maximum Grade 2.8 % Minimum S.S.D. Horizontal > 900 ft. Minimum S.S.D. Vertical 450 ft. Maximum Design Speed 40 mph M 8017 11 M 8027(1) 1994 Design Traffic Vol. A.D.T. 11,9D0 8,400 D.H.V. 1,310 920 PLAN AND PROFILE OF PROPOSED COMBINED FEDERAL AID PROJECT M 8017(1)-W. MULBERRY ST. M 8027(1)-TAFT HILL ROAD LARIMER COUNTY CITY OF FORT COLLINS SCALES OF ORIGINAL DRAWINGS ON PLAN, ( IN SO FT ON PROFILE ( iN SO P1 HORIZONTAL l I IN - 5 FT VERTICAL STA. 173+99 BEGIN M80270) SCALE OF MILES 0 05 10 COLORADO SHEET NO. NOS. ' 2 3 4 T 7 N 5 6 - 9 INDEX OF SHEETS TITLE PAGE, SKETCH NAP AND TABULATION OF LENGTH AND DE SIG ,I DATA. TYPICAL SECTIOAS AND GENERAL NOTES. SUMMARY OF APPROXIMATE QUANTITIES SUMMARY OF EARTHWORK QUANTITIES, SURFACING PLAN AND CURB AND GUTTER. DETAIL OF PRECAST CURB AND GUTTER - TYPE 3 PLAN AND PROFILE SHEETS M-100-A STANDARD SYMBOLS M-206-AA EXCAVATION AND BACKFILL FOR STRUCTURES (2 SHEETS) M-603-RC REINFORCED CONCRETE PIPE M-604-D STEPS FOR MANHOLES AND INLETS M-604-R CURB INLET, TYPE R (2 SHEETS) M-609-A CURBS AND F.UTTERS M-614-TB TRAFFIC SIGNING FOR HIGHWAY CO;ISTRUCTIOIt (3 SHEETS) S-614-298 TYPICAL PAVENENT MARKINGS (2 SHEETS) S-614-52A BAkRICPDES, DRUMS AND VEPTICAL PANEL CHANNELIi NG DEVICES a AS CONSTRUCTED INFORMATION CONTRACTOR ENR I Prolecl or R..d.lq PROJECT STARTED PROJECT COMPLFTEO AS CONSTRUCTEO PLANS APPROVED TITLE DATE HGJ P • 4-9-74 B-29-72 7-23-68 4-25-74 5-7-71 I1-22-71 1-21-75 12-4-74 DIVISION OF HIGHWAYS CHIEF ENGi DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION APPROVED DATE DIVISION ENGINEER C I-9 TYPICAL LOG OF PIT Sample No. TEST HOLES Topsoil a 2 Overburden 4 Clay 6 Silt 9 to Sand 12 Gravel 14 Shale 16 Limestone Is 20 Sandstone 22 Solid Rock ,(Igneous) 24 7 Solid Rock J (Metamorphic) 26 1 Coal 2e to materials are represented by combinations bove symbols such as: I Sandy Clay TYPICAL HORIZONTAL CURVE 0 2 4 6 e to 12 14 16 to 20 22 24 26 2e PI of til I a� I O I I I ' As = 4c 30 QI + InI Curve Data a'I obi NI 300' p = I8100' I a� Ls _ p8 ci Ts = 452.8' +� 100.0E N� Es = 25.8' N� ST =200 4c = 9.00' NI Do = 3°00' Tc = 150.3' Lc = 300' Rc = 1909.86' e = 079'/I M D S = 60 mph S S D = 510' TYPICAL VERTICAL CURVE -- OD SD 565 —af - — - - MDS 65 1ph 210 215 R O.W Road Approaches New J Ezlannq ; I — 1 6 Section Carrier 12 � 1 I Center of Section --12-- Ties to Section Corner yo Culverts 6 Drains Proposed -- 40- i V i--sNi Eaiet. ---• H--• i---•1 D---� No Hdwl. I Hd WI. 2 Hdwls End Ssctions Proposed t 11 >==+ Ezlat. (To be doehed) Siphon CBC Bridges EXisl. (TO be daehsd ) Water ` e�e•e \ore 1J --�- Ditch Proposed Ditch Mountains Trees Single Trees p� Deciduous yy>}�. Coniferous Groves of Trees ASDe^ pine STANDARD M-100-A ( MAY 11, 1973 ) County Line Township or Range Line Land Lines section Line % secrlo� Line Ylc senon Llne — Property or Tract Line I I I L City Limits Railroad Existing Road — — — — — — — — — — — — — — — New Road Control of Access— OP=OPENING Access denied by Deed ---e—{ 21 OP 16OP lF----hre--- {E.o. Right of Way Line --ROW MARKER —�------ Protected By Freeway Law(VirginLocation)—----v— Top of Cuts -----,--' —-----_ _�— Toe of Fills--�_.--.��-_._--_.—.--- Barbed Wire Fence —x x x x— Chain Link Fence 0-0-0-0 Barrier Fence y Fir ur ,ar— Woven Wire -Combination Fence rr a Snow Fencer — Wood Fence Deer Fence —X1K >?ic * WC TYPE EXIST Guard Roll TYPE NFr Guard Post o 0 0 0 EXIST. e e e Is NEW Delineators Type I Ir III 8 V 0 00 000 V • Sidewalk =rY E_= EXIST. TYPE — NEW Curb and Gutter TYPE E%IST. TYPE — NEW Gutter TYPE_ EXIST. —TYPE— NEW Tel. FA Teleg. Lines To be Electric Lines EXist. Removed Relocated m Elec. Trans. Tower Buried Tel. Cable T—EzIST —T— — —T NEW T T Buried Electric Cable —E--E%IST.—E---E NEw E— Gas Main GSA' —G---G NEw G G Oil Main — o E%ST.— a —a— NEW D Water Main w—EXILST. —w— — —W NEW w w Sanitary Sewers -o - E%?ST —0 N1EW • 0 Storm Sewers M.M. 18.. -0-�E%IST ��— M.H • _ 18- I�ET It NEW NORTH ARROWS Light Standard -Existing Light Standard- To be Removed �T 1� Light Standard -Relocated Light Standard -Clear Luminaire Light Standard -Amber Luminoire Bridge Wall Luminaire Bridge Ceiling Luminairs High Most Light Standard w N•Numesrof Luminaires J L -1 r FEDERAL ROAD REGION NO DIVISION PROJ. NO. SHEET NO. TOTAL SHEETS IlB COLORADO REVISIONS GENERAL NOTES THESE SYMBOLS ARE INTENDED TO EXPLAIN THE VARIOUS TOPOGRAPHIC FEATURES IN ON THE ROADWAY PLAN SHEETS WHICH ARE PREPARED AT SCALES OF 1 INCH - 50 FEET OR 1 INCH = 100 FEET. NOTES ARE ADDED WHERE NECESSARY TO CLARIFY THE SYMBOL. IF THESE SYMBOLS ARE NOT APPROPRIATE FOR USE WITH OTHER SCALES, A LEGEND IS PROVIDED 'N THE PLANS TO EXPLAIN THE SYMBOLS THAT ARE USED. GUARD RAIL, CURB & GUTTER, ETC. ARE REPRESS TED BY A SYMBOL WITH TYPE GIVEN BY NOTE. SEE THE APPROPRIATE DIVISION M-STANDARD FOR EXPLANATION OF THE VARIOUS TYPES. EXISTING BUILDINGS AND OTHER MAN MADE TOPOGRAPHICAL FEATURES NOT SYMBOLED HERE ARE SHOWN BY DASHED LINES 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 R LM Approved by Made by HPS Staff Design Eng r. Checked by DWD Date: May 11. 1973 '00-A D QQ £a ��w 1Sv3 m ancl3c zn=7 .0 Nm HdW m (-J)I-IMS� Z o_ m N Q z 6 W N STANDARD M-614-TB ( SHEET I OF 3 SHEETS ) (JULY I, 1965) m n o_ 48' Z N O y o ®24 NZ ^ uN SWI-6 U J - . _ o X c Typical Signing Where Traffic Is Prohibited Along Construction Z a h V �- 3 I» O ZT 40' d wEs- Route of Construction Q �0- 24 00 m s i� ! CLASS I BARRICADE -<�i VM=bn01QoSW0 30 \ rE3 T /\ m 3 = SW 3 ^ O T H N o 3 O 1-I8S d a, umi o IM d. �3 " R-3 3 U O SWI-I(R) QdOIS 3: Q ROAD CLOSED SRII-3 ElT 10 MILES AHEAD �, M LOCALTRAFFIC ONLY GO ><30 MPH. / v3i SWI-7 F SW3-1( ) / 49'.24" J I x �)-p Sm w w N CLASS I - BARRICADE z STOP Aa SRI-1 O z W o M m a Ijj o� N Typical Signing - w _ Q I rn �a d I ( )I-£IMS F HaTv W�t r Where Traffic Is Permitted Along Construction ? 7 3 a _ a m ! _ WO N i X m i �X m � N \ \1 O O 0 O \ � Q 2 v3i •• m \ \ V m O Z u p \ \ r N n � n n y N rn O o0 N A A D a � � X o L �► o O N O: o `o ? U= O EIRE Op 3a FeDee+i. ADl SHEET REGIuN No DIVISION PROJECT NO No. L 9 COLORAD0 R� R-2 a }a « 0 3 a N R-4 REVISIONS 7-12-67T Note 23 �- -- GW.F 7-8-68 Rev Break-awoy, Placement, Code Nos, 8 Dept Namu G.W.F. 12-24-68 Rev U.S Shields J.L S. 11-22-71 Rev Signs & Code Nos J.J S. 0 Z m o °A" See Nate No. 21 0 oLL inn a IO O - 3 In NOTE: See Sheet 2 for detailed drawings of signs. See Sheet 3 for General Notes applicable to Sheets I and 2. TOP VIEW 3 vor, .0"toy" 2 3 a X _ 6 NN o W N m Z z Of o `o o W m m O z Z_ _m D O V m m Z DETOUR n. I z N M Q V � 500 FT M Z cr m m in _ Gg ur N a < U R 2 v u �� N c,< 3 —r R-1 5' to 7 See Note F oN 3 =m Depending upon) No. 23 N O a w a o N field conditions Q N � �M- X _1 Ly M� 3 3 18' s J M V Q 3 M i Shoulder Edge — t u w or Face of Curb Sign Placement Route of Constructions (' f -off \ A DZp m m v N Co (n X m 0 300 o f0 » 3 N 40 - <n � O W � m o_ m N z c v � N A2 m - �� DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS TRAFFIC SIGNING FOR HIGHWAY CONSTRUCTION Designed By D R W approved 9y /j Mode By JLS Tro Ffic Engineer Checked By J 8 Dote AUGUST 9 1965 il4-TB (SHEET 1) WARNING SIGNS See Note No. 10 xw6-3 Morgan g TWO Margin 6_f Border S _a 24 EXIII Corner Rodlus I TR FIO 4 t 432 14y 1235 12a 1 36 A I B I C I D I E I F G H I J 11412 161616 168 148 I45 4y 416 516 7-0 8 Bglll IIeIOZ 104 3B 34 3q 5-D I 500 FT G 1000 FT 1-E00E-t 15+FT T i REGULATORY SIGNS See Note No. 9 1137 I 13 z I R OVA D 5 8-D CLOSED 6- 5 46"x 30" Margin. - SRII-2 Border: s Corner Rod [US: I $W203A S A e C D E F G SW20-4A 48 12 12is 1381481341317- SW20-4 CW20-3A 36 86 8g 9g 10' 92, 9; 5-C CW20-4 CW20-4A c 50 / C I D T \� I000 FT 1500 FT G S i 3 S 1 l S S 3 3 I IB I816 IBIS IIS IIS 10-L IO'' 2g IB 316 6-C SW20-5A(L) 48 IO'IIO8 11� I2S IIS 1116 6- SW20- 5 4B 17 16 IS1e 15e 91s 91i B16 81s 2e a 24 5-G CW 20-5A(R)36 8} 8a 9B 10892 94 5-C CW20-5( 36 14 cw2o-sa(u S A B C D E F G 48 IB 18 Ilg Ilq Ig 4= -C 36 156 1516 10161016 Its 416 6-C I-7a t716 -i DETOUR-32 24" x 12" S M 4-8 S A B C D E F G SW 20-7A 48 12 121-'e 13g AS' 134138 7-C CW20-7A 361016106114 12811a I11fi6-C 2116 1 22 e 213 I 22L _ ROAD CLOSED 6- 3; 10 MILES AHEAD 5-c, LOCAL TRAFFIC ONLY a- a a _ 4 - -24-L __-� ..24z-_ - 60" x 30" SRI I-3 WARNING SIGNS See Note No. 10 STANDARD M-614-TB (SHEET 2 OF 3 SHEETS) (JULY I, 1965) WARNING SIGNS See Note No 10 I 192 I92 �{ 202 20g r -IIz I z2 e e Iz2 z T- �/ 72 I�I/ r R�+jlf e Margin' z r n a Border a 4 e 48"x 24" Corner Rodlus: le 48%24" SW I-6 SW I-7 C D I �I-«-A-- \-t 50O FT G E ANE J � DETOUR = G `-E �-C-}-D� 30ADTI T -1000 FT AHEAD-7 EADD-G-�-D-� 1500 FT__. CID E I F SW21-1 1 8 1 C I 35 SW13-1 [K[D H xwl3-1 Margin: e J J Border A FEDERPL RO>D SHEET DIVISION PROJECT NO aEcioN no N0. COLORADO REVISIONS R-I 7-12-67-- - — -- -- -- IM.R. H. R-2 7-8-68 Rev Code No B Dept Nime GWF R-3 12-24-68 Added Notes J L S II-22-71 Rev Si ns B Code Nos J J S, Panel A B C D E F G H I J 18'x18', a 5Z 5t 24 8-C 2 3-E2� 51c 24'x24" e 6e 341OC 2; 4-E 4 is 6a Corner Radius: IZ 30� —12-',+14 s BUMP- 4 B 11 S A B C D E F G �-1 i� C D E F G S A B C D E F G H I J K L SW8-1 SW20-2 48 is6181e 16� 16� I� 3i 8- SW20-2A15 16161581516 -C SW20-6 36 21s 3213913642322646y26� 3 2 5-C CW20-2 36 13a 13712a 1216 IB 28 6 CW20 [AI� 12q 11 a II" 6-C 36 I7/ 17 /I78 1-, I ROAD_ —ACHINE <�AHIEAC 10\16�'I"101' SW 21-3 GUIDE SIGNS See Note No.11 B+i FT A I B 1500 FT �" ~AHEAD \E WFF I S A B C D E F G S8 C D E F G H I J SW20-IA 48 12 121613814813413ke7-C SW20-1 !6t 9,6 262516118 Ile41s 3i 41s7-C CW20IA 36 69 8s 9S I}9 935 CW -0-1 6' 19 18L BL 8L 33 2' 33 5-Cis e e e z 4S z z z a z 4 I II I II 1— 54° 5100I IFT -2 s-D 1000 FT 5-D 4 IIS 11° 5=D �5(�O 91 5-1) SW 21-3A PLATE DETAILS 3�118 I\ tESH_ 5e5e- SW21-2 lot -10--II 12 12 IIII11.� 1 S2 �,I I 77ezI I 7 632 1 6D SLOW 5° N �. 16 IO \ / 7 1 \� Diamond Margin' a Border 4 FLAGMAN SIGN 1 Corner Radius I See Notes No. 20 and 22 NOTES: SEE SHEET I FOR TYPICAL SIGNING AND SIGN PLACEMENT. SEE SHEET 3 FOR GENERAL NOTES APPLICABLE TO SHEETS I AND 2. ALL DIMENSIONS THAT ARE NOTI LABELED ARE IN INCHES. 2s!� 2a'-,-, z9 ss 8_IBB _ I 25 -24, 166—�-1616"� 3 2 30I Iz 2, DEPARTMENT OF HIGHWAYS IN64III64 _aZ �:I60 r ,J I �� ,�\,�i • , I STATE OF COLORADO 4 ROAD 6-C _36 1551s1 _ s �� �--27e 7 L21 13116 I34 _ DIVISION OF HIGHWAYS DETOUR _5-D —a4 6-c 2• 4a_ — . 3 R-2 2 CONSTRUCTION END _3; I ENo 5--2; B-L DETAUR;+— 132 PILOAlA__ ID - 4L 6-C ROAD WORK 5-G _7 4 TRAFFIC SIGNING CONSTRUCTION 42"xIB" 4 _24 FOLLo-5 FOR HIGHWAY 3 5 MILESI _ z -4, 3 6-Cs z 6-D GoPY _, .14R Ia" 3 g SM4%9(R) 9 z 4 L'6 x36" Border - SG20-2 Margin s I SM4 1 1 14- I5 CONSTRUCTION _ —44 60' x24' ' 1. 1 8 is 11's I x SG20 3 SM4-IOR Margin 3 Margin: i s Margine Border. e - - ---�� --� — 4- IOL 36"x e" gee vpr . 1 ��l Border Border SG20-I a Des d B DBw iA dB S SM4-9(L) e a Margin.e s SG20-4 Mode By HBD Traffic En Corner Radius IL Corner Radius 1- I Corner Radius Iq Border' gmee - z a Corner Radius' IZ R-3 Reverse Dimensions e I CnecKed By J B Date AJGJGT 9 , 1965 for Left Designation Corner Radius Ia RD M-614-TB (SHEET 2) STANDARD M - 614-TB (SHEET 3 OF 3 SHEETS) (JULY I, 1965) GENERAL NOTES f 47 I. All work shall be done in accordance with: (a) the Standard Specifications applicable to the Project, and (b) the "Manual on Uniform Traffic Control Devices for all Classes of Streets and Highways" published by the U.S. Department of Transportation, Federal Highway Administration, and the related Colorado Supplement. 2. Where traffic is maintained through or over any part of the Project the Contractor will be required to mark all hazards within the limits of the Project (including connecting roads ) with well -maintained Barricades, Warning, and Guide Signs. All Barricades and Signs shall be moved, added to, changed or removed as required during the progress of construction and removed entirely when the Project is completed. 3. Where traffic is prohibited from the Project the Detour will be marked by the Division except that the Contractor shall provide, erect and maintain Barricades, complete, (when required) at the ends of the Project, ends of the Detour and connecting roads. All U. S. or State Route Markers required for the Project will be furnished and installed by the Division . The location and positioning of Warning Signs, Barricades, and Regulatory Signs shall be as recommended by the appropriate District Engineering Forces of the Division. 4. Work on the Project shall not be started until all required signs are In place and approved by the Engineer. Where speed control appears necessary such speed control shall be requested from the Engineer by the Contractor. Control of speed through a construction zone may be achieved by Advisory Speed plates in conjunction with Warning Signs (SW13-1 for use with 30" Warning Signs and XW 13-1 for use with 36" and 48" Warning Signs). The Advisory Speed plate is to be posted only at those locations where the safe speed is lower than the imposed Regulatory speed limit. 5. All Signs and Barricades shall be placed for best visibility and legibility, maintained in good condition and kept clean and free of dirt at all times. Contractor's and Engineer's vehicles and equipment must be parked so that signs and barricades are visible to approaching traffic at all times. 6. Where two identical signs are used for dual posting they are to be staggered on the two sides of the roadway for a minimum distance of 75' to avoid a tunneling effect. rEDERAL 1011 REGION NO. DIVISION PROJECT NO SHEET NO. 9 LOLORADO1 Ld R-I R-2 R 3 12-24-68 11-22-71 REVISIONS 7-12-67 1 Added Note 23 G.WF. 7-8-68 JRev. Note 23 9 Dept Name — Deleted Note G.W F. Rev Note No 18 J LS JRev. Notes VJ S. 15. 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. 16. All material shall be sound and durable. Barricades, signs, symbols, and lettering shall be of good workmanship. Uneven lettering will not be accepted. 17. 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. R-3 18. Lanterns and Torches - Lanterns , shall be used only in low speed C17-217) urban areas. Open-flome torches shall not be used under any circumstances. 19. Barricades, Flashing Beacons and Flashers - Refer to appropriate Division Standard Drawings ( Timber Barricades) for details. 20. Flagman Sign -This sign shall have a black painted background on both sides to form a contrast for the octagonal Stop sign and the diamond Warning sign. The "STOP" sign shall be fabricated by reverse screen process using transparent red point on smooth surface silver reflective 1 sheeting. The "SLOW" side of the Flagman Sign shall be black process paint on smooth surface orange reflective sheeting. Handle to be grooved on one side to indicate reading of sign to Flagman. = 21 7. Examples for marking Projects, as shown on Sheet 1, are typical of signs required and are subject to alteration to fit actual conditions encountered in the field. Locations for control devices are to be staked by the Engineer. In all cases Warning signs are to be placed well in advance of the hazard, the distance depending on topography and existing approach speeds. Additional markings and any special signs required for the guidance and protection of traffic will be placed as required on the Project at the Contractor's expense. i=i B. Desirable sizes for signs are shown on Sheet I of this Standard. Larger or smaller signs shall be used where warranted. Detailed dimensions for signs normally used in connection with construction are shown on Sheet 2 of this Standard. For information on standard roadway signs not detailed on this Standard see the "Manual on Uniform Traffic Control Devices for all Classes of Streets and Highways" published by the U.S. Department of Transportation, Federal Highway Administration, and the related Colorado Supplement. 9. Signs with the prefix "R" in the sign code are Regulatory signs and as such impose legal compulsions or restrictions on drivers and should only be used as authorized by the Engineer. 22. 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 "W or "M" in the sign code are Guide signs. Those with the prefix "D" convey general information and those with the prefix "M" are used for marking the traffic route. 12. All signs shall be reflectorized unless otherwise specified on plans. Regulatory signs (unless otherwise specified) shall have a screen processed black legend and border on a white flexible reflective sheeting, non -exposed lens background. The back side of Regulatory and Guide signs shall be painted with two coats of "Exterior Sign White Point." Warning signs shall have a screen processed black legend and border on an orange flexible reflective sheeting, non -exposed lens background. The back side of Warning signs shall be painted with two coats of exterior sign white. Guide signs shall have a black message on an orange background. 13. Painting for wood surfaces shall conform with Section 508 of the Standard Specifications. 14. Posts for regulatory, warning, and guide signs will normally be 4" x 4" or 6" x 6" and shall conform to the Standard Specifications for Untreated Timber-S4S. Timber shall conform to Construction grade Paragraph 123E or 125E of Standard No. 15 Grading B Dressing Rules for West Coast Douglas Fir (1956) or Dense Structural 58 and LL Structural 58 Paragraph 284 or 285 of 1956 Grading Rules for Southern Pine. Posts shall be painted with one coat of " White Wood Primer" and one coat of "Outside White Paint." Sign "A" : This is the first advance warning sign and shall be placed 1,500 feet ahead of Barricade or project terminal. Postings are required on both sides of the roadway on divided highways. Dual posting is required where warranted on two -lone, two-way highways. Sign "B This is the second advance warning sign and shall be placed 1,000 feet ahead of barricade or project terminal. Postings are required on both sides of the roadway on divided highways and singly on two-lane, two-way highways. Sign "C": This is the third advance warning sign in cases where barricades are used and shall be placed 500to750 feet ahead of barricade or potentially hazardous condition. Postings are required on both sides of the roadway on divided highways and singly on two -lone, two-way highways. Sign "D" SG20- 1 This sign shall be placed to mark the beginning of a Project of more than 2 miles in extent, where traffic is maintained through the project. It shall be placed singly and near the beginning of construction. Sign "E" SG20-2 This sign shall be placed to mark the end of the Project. It shall be placed singly and may be placed opposite barricade if desirable. Sign "F Construction identification signs shall be furnished and installed by the Division on all Federal -Aid and Forest Highway Projects where actual construction is in progress and visible to highway users. These signs should be located so as not to obscure or detract from the effectiveness of other official signs. Where two or more projects are contiguous the appropriate data may be included in one set of signs. Refer to appropriate Division Standard Drawings (Identification Signs) for sign details. Signs A through F shall be furnished, installed and maintained by the Division. When Flags are used in lieu of the Flagman Sign, they shall be a minimum of 18"x1B", made of a good grade of bright red material , and fastened securely to a staff of approximately 3 foot length . The free edge should be weighted to insure that the flag will hang vertically, even in heavy winds. R-I 23. Each 6%6" timber sign post shall be provided with two 2" diameter holes through the neutral axis R-2 normal to the roadway, one hole at 6" and one hole at 18" above the ground level. The 4"x4', timber posts shall not be provided with any type of break -away device. The inside portion of each 2" diameter hole shall be painted white. The underground portion of each timber post shall be treated with creosote. R-2 R-2 DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS TRAFFIC SIGNING FOR HIGHWAY CONSTRUCTION Designed By D R w Apr-r,,ved Made By J L S Tr"if .c Eng,neer Cheeked By J B O^te AUGJST 9 , 1965 M-614-TB ( SHEET 3) STANDARD S-614-29 F-7 J TYPICAL ENTRANCE AND EXIT RAMP MARKINGS ( SHEET I OF 2 SHEETS--�- a PARALLEL DECEL LANE PARALLEL_ ACCEL LANE AUGUST 18, 1971 REVISIONS -VARIES - FULL WIDTH LANE— - I - TAPER— -TAPER - FULL WIDTH LANE --VARIES--- I I �q�WHIT E, 4"WIDE I�- �1= (CF GCRE_I/LENGTH I/zLENGTH LENGTH LENGTH (BEYONDSHOULDER �' slGry INSTALLATION) CONVERGENCE) - - ---- -- - _-_ Mdth. r.. © eI Lone � Dec =I )_fines Y .ate , R A TE 4'WIDE � -WHITE, t i Alf, �� �'.. d.,. - � �_� —__. �_ ..x -• _" .... ,,,. a... -- - ,. .. .� YELLOW, WIDE .. I va a ��-EDGE '-GORE VCHANNELIZINGjWHnE ,--LANE wHIrE NHITE: LANES A_z WHnE' CHANNELIZING EDGES I WU L LINES SIGN LINES 0d.-1-E LINESiI IOE 5'WIDE;LINES o'W'DE� LINE LINES --- TAPERED DECEL LANE TAPERED ACCEL LANE — CASE 113 + GORE SIGN ® **Continue broken lane line VARIES 3 to edge of ihru lane.TAL a Y '—'`_"-..""--�-= _�:�-_`�.:L .�..�CENTER vE_Low _ _ - _- LINES 5 W1DE i r FOUR LANE JI L t 1 1. `� : L 77 TE EDGE CHANN o'wIDE Edge lines for divided roadways: C� j LINES LINES RL�zINGIwHIrE LANE JJs wDE sWwiDESSLINES oWwiDE FIANNELIZIN` - SEDGE ES ( NOTE LINE LINES _ DECEL RECOVERY ZONE MEDIAN = YELLOW, a WIDE TAPERED ACCEL LANE CASE 2 3 T VARIES - End of ram curve OUTSIDE - WHITE, 4" WIDE -- a RAMPS = WHITE, 4 WIDE (f GORE SIGN, -� `CENTER YELLc�J _ EC,GF yr I LINES s'wIDE a"WIDE N E S �_ _- 3,,,.L,.t'' HIGHWAY FOUR LANE: -- �` r - -....LL 10' WIDE}~-� 5 WiDF} 5 WIDE IO' WIDE ^— _ - SEDGE WH TE CHANNELIZING '� SS ANNELIZINGi VEDGE LINES LINES LINES LINE � wf,r.t LANE PLANE wHI�E wHrL - LINE LINES GORE COMBINATION ACCEL— DECEL LANE 3c E j , SIGN -- - - - --FULL WIDTH LANE - ®3��� j r _u�_I_ LENGTH -- ►< - /3 LENGTH - --- --I/3 LENGTH k 4 MINIMI;M �r •,� .. _ -- NIP ''"� =�� . �:.. .[�.".7 r`.z .r.....:�. - �__-, •. r �-�T- c: �a : -� :-:� �,...a _ F I N t '++' ' r C _,... ....._...t '"� C'-�. �' `� ..... .. �L NES R ',5 "WIDE _`3 -- L. tJ .`r .. .A NES 4" WIDE FOUR LANE DIVIDr.vIIllztlY:- t • ALINES L iAN LINES s WIDE .. G--__GHANNELIZING,wHITE p_T� '—LANE WHITE C,vrIITe,CHANPJELIZINGi' EDGEfJ _n"WIDE WHITE, 4" WIDE "w1oE� LINE LINES OPTIONAL DECEL LANE MARKING v-.e... - CROSS -HATCHING ,WHITE ALINES 110"WIDE 1 ® YELLOW, 4" WIDE ME D h NOSEi_.._.. - d, ��� � r T� .:'�'� E �_ '�� a �G-,��� � � r e / ►� �a �"�`a° �,.'_ -� - r ' I _ - °' �� a 77 , .. , - ., .. s - .... _.._..�.. ...._, W H I WIDE TE 4' ... .{ 25- +� -25 -� `_CHANNELIZING (WHITE — --- - - /45. LINES 11O"WIDE PLANE wHITE L AGE LINES )5"WIDE LINES VARIES m'r~� GENERAL NOTES ALL WORK SHALL BE DO''E IN ACCORDANCE WITH THE STANDARD EDGE LINES LR� CROSS -HATCHING LINES SPECIFICATIONS APPLIC BLE TO THE PROJECT. 1 Parallel -Solid white or yellow, 4 inches wide. Solid white or yellow, IOinches wide-45 degree Diagonal, spaced at 25 foot CENTER LINES 2. Diagonal -Solid white, IO inches wide, spaced at intervals of 20 feet intervals. These lines are optional and may be placed at locations indicated B I. Broken yellow, 5inches wide -12foot segments with 28foot gaps, minimum to 100 •eet maximum, on the plans or determined by the Engineer. Yellow shall be used for pointed 2. Solid yellow, 5inches wide. CE1 Yellow edge lines shall be used only for the left edge of divided highways median -undivided road only. These lines separate adjacent -opposite direction traffic lanes. Double lines separated by other than a painted median. Edge lines are not continued PARKING LINES shall be spaced 3 inches apart, through intersections and are not broken for driveways, Care must be Solid white, 3inches wide -diagonal or parallel as shown on the plans. LANE LINES taken to avoid edge line appearing as lane Iine along roadways with STOP LINES 1 Broken white. 5 inches wide - 12 foot segments with 28 foot gaps. wide shoulders and / or closely spaced driveways. Solid white, 24 inches wide - extend parallel to intersected roadway across _- 2. Solid white, 5inches wide. all approach lanes or as indicated at locations on the plans. Locate at the These lines separate adjacent -some direction traffic lanes. A solid line CHANNELIZING LINES desired stopping point, not more than 30feet nor less than 4feet from may be used to discourage lane changing. CRT-0lanes, white, IOinches wide. These lines are used with acceleration -deceleration the nearest edge of the intersected traffic lane. lanes, pavement width transitions, and left -right turn slots or islands. CROSSWALK LINES ( see note on sheet 2 r. S"IA 1 E OF COLORADO '.)IVISION OF HIGHWAY! TYPICAL_ PAVEMENT MARKINGS red By J c i Acpr—d By ii affic E n G, d .; 5 : Date ,7yp v.r���9, �_ STANDARD S-614-29B C�-4 CRC MEDIAN=YELLOW, 4"WIDE OUTSIDE=WHITE, 4'WIDE SEDGE LINES TYPICAL PAVEMENT WIDTH TRANSITION MARKINGS ANE LINES i,'WDE ff-2 DIVIDED ROADWAY TRANSITION - LENGTH VARIES STANDARD S-614- 29 ( SHEET 2 OF 2 SHEETS ) AUGUST 18, 1971 LENGTH OF )LID CENTER LINE> SAME AS L=SW T- CENTER LINE 1''w1oeW s LL s. 1 _ , 12 i .- jr - -TRANSITION - TRANSITION LINE IYELLOW,10'WIDE CENTER LINES �sE LOW (design speed - new construction or CROSS -HATCHING LINES IvELLow,lo'"WIDE L=SW Length in feet = (WIDE 85 percentile speed road) X Width Tronsitioned P P 9 j -TRANSITION LINE �YELLOW,Id'WIDE UNDIVIDED ROADWAY — CASE 1 UNDIVIDED ROADWAY — CASE 2 LANE tWHITE CENTER -YE LOW EDGE WHITE C� LANE WHITE �Z' CENTER{r{YELLow EDGE ((WHITE —LINESt5 WIDE LINES �5'WIDE i� LINES4 WIDE !?LINES] 5 TLINES l" LINESL4"WIDE - a.i a _ REVISIONS CR=D 11-22-71 T-,tI = 3-14-72 Transition Line , Line Wid LKE 4 II-12Edge Lines - - (R-4l 4-273 Edge L inns �enter, - -- I^�-21-75 en to r, Lane 8 Decel LInE TYPICAL PAVEMENT EDGE M_AR_KI_N__G_ S NOTE A = SHOULDER WIDTH SHOULDERS SAME SURFACE NOSHOULDER C?R_UNSURFACED SHOULD EDGE LINES EDGE LINES LANE LINE OR LANE LINE OR CENTER LINE _ rCENTER LINE 12uGI I 2 _ SHOULDER CONTRASTING SURFACE OPTIONAL- DIAGONAL EDGE LINE _ — LANE LINE OR — - V - EDGE LINES CENTER LINE — _0 o1100' EDGE LINES � �45 -TRANSITION --- - TRANSI110N TYPICAL INTERSECTION MARKINGS EDGE LINES `",HITS � YELLO CENTER LINE I W STOP LINES LWHITE CENTER LINE YELLOW �4'WIDE t5 WIDE � �24'WIDE {5 WIDE ....... �- _. -^" � I -2.CHANNELIZING "WHITE CENTER ---OPTIONAL ACCEL LANE I7 9 OPTIONAL DECEL LANE �' LINES Io"WIDE LINES ls'wIDE EDGE LINES "' "" WHITE, 4"WIDE :>-YE®W, 4' wlo i ✓ �I; (_- ;.:._._...- � 4 r x .--� I ...... WHITE, 4" WIDE ;..,�. WHITE LANE,' '� _— /3 __ .' __ I/3 •:� ___/3-- I/3 f ]]r lF - -/3_ I/� _ 5"WIDE) LINES �— - DECEL LANE �99 — — — ACCEL LANE -- WHITE ( lo'WIDE ; CHANNELIZING LINES STOP LINE WHITE 24' WIDE *** Channelizing line "hook" may be omitted with a curbed median. `rELLow ® ;.� If: — CENTER LINES L5" WIDE€ L 4wWIDE; EDGE LINES � wHITEI STOP LINE-,,,,i€ I ///CHANNELIZING LINE ( Short line optional WHITE 24' WIDE.I where taper is p provided) o'WIDE 5ELLOW WIDE }CENTER LINE IO'minlmum EDGE LINES 14'WIDE CENTER LINES -CENTER LINE �YELLO (YELLOW 15"WIDE TYPICAL ISLAND MARKINGS WHITE = 1 WHITE WHITE EDGE LINE �a WIDE CHANNELIZING LINE tilo'WIDE ' PLANE LINE �5" WIDI WHITE 4" WIDE} EDGE LINE WHTE) CHANNELIZING 0" WIDE LINE w"IDE E1 24" WIDE STOP LINE TYPICAL CROSSWALK MARKINGS CENI ER LINES i5E WI E IwHITE 9z CHANNELIZING LINE ti1a, WIDE r _'- tuGE L INI: S I��ice 7 - CURDED ISLAND �CHANNELIZING (F121 0 WI^.L YELLOW) CENTER STOP "WHITE j�. j 5"WIDE 124"WIDE LINE$ 4 LINE L I CROSSWALK LINE APPLICATION at z;IT a: Solid white, 12 inches wide - extend across i tr. T entire width of pavement. If no advance stop line is provided, increase the width of the -°� �'a f crosswalk lines to 24 inches. The distance between the lines is usually determined by WHITE' CROSSWALK the width of the sidewalks so conrecte:. 6' MINIMUM 121,WIDE} LINES however, in no case shall this be leas thon 6 feet. Complicated and /or channelized intersections and mid -block crosswolks shall be as detailed in the plans or as directed by the Engineer. r L.r ARIMENT OF HIGHN STATE OF COLORAD DIVISION OF HIGHW, TYPICAL e' PAVEMENT MARKINGS By y By F J B Approved ey' n4g, .t '�1ade Traffic E -� -hecked E J_J.5 Date fJuousY , STANDARD S-614-29B TYPE I BARRICADE A KS) 2' min to variable max -T 3' m I n. I TYPE 2 BARRICADE A K-S) 2' min to var able mox-- --- May be fabricated of lumber, aluminum - or other suitable light I g ht weight materials 6 of structural ,ruclural soundness. Stands may be detachable for mobility. Type 1 Barricade has 2 reflectorized rail May be fabricated of lumber, aluminum faces ( one each direction ). or other suitable light weight materials STANDARD ( MARCH S - 614 -52A 1, 1972 ) 97) = I=) TYPICAL DRUM CHANNELIZING DEVICE of structural soundness. Type 2 Barricade has 4 reflectorized rail faces two each direction TYPICAL TYPE 3 BARRICADES A EEI) Use 4 - 4" x 15F La 9 Screws (Timber) to attach rail to post (FIXED) As Required Field fit Wing Rail to bock of " Rail, attach with two ROAD See Note 12 4F' x A" bolts with nuts SRII-2 30 Gal and '.6ashers (See Note 10) �CLOSED I - :1 'J 440IM-0-10. SWI-7 _811 +I-F 5'min. 1.78 it wing rail to Nor Ike with 3-16d _G171-7. n man noels — 2"xB 6--x6-- 3'-O"m,n I I Posts 2 .4IL J " Stake For traffic diverted right traffic reverse For diverted left , reverse angle of stripes this side angle of stripes this side (MOVABLE) Type 3 Barricades have 3 reflectorized rail As Required faces if facing traffic in one direction; 6 if facing traffic in two directions. ROAD ISIR 11-2 CLOSED 4".4" Posts MMMMPRIP)m n,%, 2 8l and Brno a, RIGID 5' min 4". 6 Sand bogs for 6'- 6"ma.. Skids added stability fill and 76--em.7. -T 16 DEMOUNTABLE 2x 6" Virmin Frame 2"xIB" 5'min HINGED 2" 6" BARRICADE DESIGNATIONS TYPE I TYPE 2 TYPE 3 Rai' Width .I' 8" min - 12" max trop m- - 12,�' nrox IvI m1n.- a 8" min - 12" max R.11 Length min -Z - to variable MOK.____ 2" min to variable max As required, see Table .eight Height min 3' min -5' min tripes Stripes "�e See Detail of Barricade Striping See Notes 4 8 7 ,rame Demountable or Heavy Duty 'Ar"Funt Movable Light "A" F is, Skids or "A7 Frame Flexibility Portable Fixed or movable FUse,--T—empo—rory- I Temporary Temporary or Permanent RAIL LENGTH TABLE TYPE 3 BARRICADE LENGTH FIXED i MOVABLE F -A M A 8'- 14' F - 8 M - B 15' 24' F - C M - C 25' - 35' F - D M - D � 35' R11 111A1 DIVISION E v . I IO pRoj NO L G COCOLORA REVISIONS-26-73 Notes =R- I I - 73 Notes, Illustrations, 5 Title IF-3 12-4-74 Notes, Illustrations, & Table -1 GENERAL NOTES I. All work shall be done in accordance with the Standard Specifications applicable t Oran a 4" to 0 the project. 4" to 6 2. All signs, sign materials, beacons, and barricade warning lights shall conform to the standards set forth in the "Manual on Uniform Traffic Control Devices for Streets and Highways" published by the Federal Highway Administration, of current issue, and the Colorado Supplement thereto, and this standard. unite Adjustments due to odd size drums should be 3. The various types and combinations of approved signs and beacons for barricades divided between the upper required for each project shall be governed by field conditions and subjec to approve and lower stripes. Drums are to be predominantly by the Engineer. Typical barricade applications are shown in Part 6 of the Annual or 55 Go[. orange, but a minimum of Uniform Traffic Control Devices for Streets and Highways. two white stripes per drum is required. 4. Painting shall conform with Subsections 50808 and 614.07 of the Standard Specificat All skids, braces and posts shall be pointed with 2 coats of "Exterior White Point". Horizontal and wing rails on all barricades shall have orange and white stripes The entire area of orange and white stripes shall be reflectorized. T1 DETAIL OF BARRICADE RAIL STRIPING 0 45* ffa Aluminum TYPICAL VERTICAL PANEL .1. . CHANNELIZING DEVICE A- --i7083'± -T Sheet Aluminum or other suitable light weight material. Cadmium plated steel (a EXPANSION RIVET DETAIL CO White 24 7 Panel Expansion Rivet 36" in N 45* Orange TYPICAL SECTION 5. Each barricade rail and vertical panel channelizing device shall be striped on the face si only with stripes slanting downward at a 45* angle toward the side to which traffic is to turn or pass. nThe backsides of rails and vertical panel channelizing devices shall be painted with Exterior White Point". 6. When fixed barricades are designated on plans, the portion of the posts below ground line shall be dipped in hot creosote oil. The portion of the post above ground line shall be pointed with 2 coats of "Exterior White Point". 7. Black and white barricade may be used to mark the end of a road, street or highway where there is no crossroad or outlet. B. All skids, braces, rails and posts shall be nailed together with No 20d nails. All screws bolts, nuts and washers shall be galvanized or cadmium plated. Skids (bases) of movable barricades shall be weighted where necessary to provide stability. 9. All timber shall be Grade No. 2 or better, S 4 S , Douglas fir or Larch, as descri bed in current Standard Grading Rules published by the Western Wood Products Association, and sh, conform to applicable paragraphs for the rods and posts. 10. Detachable extension wing rails for bypassing of construction equipment are permitted when The length is variable and shall be adequate to provide closing of borrow pit and/or shoulder required. May be used on Fixed or Movable Type 3 Barricades. II. Alternate materials or other reflective elements on traffic signs or barricades will be permil only after approval of such material by the Division in writing. 12. Flashing Beacons or Barricade Warning Lights shall be used in connection with biorrical when called for by the Engineer. When used, they shall be positioned above the tot rail of the barricades to produce the most effective results.When used, Barricade War Lights shall be of the type specified by the Engineer. 13. All reflective surfaces shall be reflective sheeting of the smooth surface type, 14. Barricades used as "Traffic Controls for Highway Construction" are not to be paid for separately. 15. Barricades will be paid for separately when designated on plans as bid items. 16. Drums shall be reflectorized for use at night and should never be placed in the roadway without advance warning signs. A 17. For wooden barricades, nominal lumber dimensions are satisfactory. E 18. For rails less than 3' long, 4" wide stripes are to be used. DEPARTMENT OF HIGHW,8 STATE OF COLORADO DIVISION OF HIGHWA)i BARRICADES, DRUN a VERTICAL PANE CHANNELIZING DEVI( Designed By , GWIF Approved B, [ MMade", , ""Traffic Engineer Checked ., GvIF Date A , I INDARD S-614-52A VAYS, STATE Of COLORADO 126 TYPICAL SECTIONS M 8017 (1) 30, 30'- PROPOSED CONSTRUCT/ON FUTURE CO1VSTRUCT1oA I 31 Prime Goa/� I Proposed Caizs� Bituminous P61ve/ner7t(7op Gayer) I 91tUWir7ous Bi/ Pavement J5Vcwa/k. 7,6a1/oin ,Gayer') Sta./DOtls-/OB/70 Type 2 (Sec. IIT--�nr 0/0"B9se I EX4511n57 Pavemen to remain inpiece - Course APPROXIMATE THICKNESS, THE CONTRACTOR WILL BE REQUIRED TO PLACE TOPSOIL TO THIS LINE. MATERIAL SHALL BE PLACED IN SEPARATE COURSES AT THE FOLLOWING APPROXIMATE RATES PER 100 rL IN. FT. OF ROAPUTAY: M 8017 1 M 8027(1) BITUMINOUS PAVEMENT t TOP LAYER TONS 2i P1 l-BOTTOM LAYER TONS B 8 BASE COURSE TONS 56 56 THE RATES SHOWN HAVE BEEN DETERMINED FROM INFORMATION AVAILABLE AT THE TIME OF DESIGN. RATES SHOULD BE ADJUSTED DURING CONSTRUCTION TO OBTAIN THE REQUIRED APPROXIMATE THICKNESS. M 80270) 30` - --- -- 30 - - - -- I PROPOSED CONSTRUCT/ON FUTURE CONSTRUCT/ON Prime CO& 3 o Bituminous avement(rop Layer) I Curb & Gutter Type 2(Sec, II B Bif Pavement (Bof OM' Laye') /2" /O Base Course /'I*- I -J_­'i I I—A6. Exist/r/q Pa✓e/ne/7t t0 re/naW in p/ace E.I . fON .N NOO.. DIVISION PROD. NO. RE Gi ITI�l1 OLORA M � Y ,t,J BO 27(/) GENERAL NOTES FOR PRELIMINARY PLAN QUANTITIES OF BITUMINOUS MATERIALS, THE FOLLOWING RATES OF APPLICATION WERE USED: PRIME COAT MC-7O @ 0.30 GALS. PER SQ. YO. TACK COAT CSC-1(Diluted 1:1 ) @ 0.10 GALS. PER SQ. YD. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF ONE PART EMULSIFIED ASPHALT AND ONE PART WATER. RATES OF APPLICATION SHALL BE AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED. ANY LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE A SUCCEEDING LAYER PL1 THEREON SHALL BE COMPLETED FULL WIDTH BEFORE SUCCEEDING LAYER IS PLACE[ DEPTH OF MOISTURE -DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS: FULL DEPTH OF ALL EMBANKMENTS. BASES OF CUTS 0.5 FOOT. BASES OF FILLS 0.5 FOOT. EXCAVATION REQUIRED FOR COMPACTION OF BASES OF CUTS AND FILLS WILL BE CONSIDERED AS SUBSIDIARY TO THAT OPERATION AND WILL NOT BE PAID FOR SEPARATELY. THE MINIMUM THICKNESS OF TOPSOIL SHALL BE 4 INCHES. IT IS ESTIMATED 50 CU. YDS. FOR PROJECT M 8017(1) AND 150 CU. YDS. FOR PROJECT M 8027(1) WILL BE REQUIRED AND WILL BE OBTAINED FROM UNDESIGNATED SOURCE. IT IS ESTIMATED THAT 150 HOURS OF FLAGGING ON PROJECT M 8017(1) AND 200 HOURS OF FLAGGING ON PROJECT M 8027(1) WILL BE REQUIRED FOR CONTROLLING TRAFFIC. SIGNING AND STRIPING FOR THIS PROJECT WILL BE DONE BY THE CITY OF FORT COLLINS FORCES. THE TYPE OF COMPACTION FOR STRUCTURE BACKFILL (CLASS 2) AND EMBANKMENT SHALL BE AASHO T 99. MANHOLES AND VALVE BOXES WILL BE ADJUSTED BY CITY OF FORT COLLINS FORCES. IT IS ESTIMATED THAT 30 TONS OF BITUMINOUS SIDEWALK WILL BE REQUIRED ON PROJECT M 8017(1). WATER (LANDSCAPING) FOR THIS PROJECT WILL BE FURNISHED AT NO COST BY THE CITY OF FORT COLLINS. JOINTS FOR CONCRETE CULVERT PIPE ON THIS PROJECT SHALL BE MADE WITH MASTIC PIPE JOINT SEALING COMPOUND. Alk SEEDING, FERTILIZING WITH COMMERCIAL FERTILIZER, AND MULCHING FOR APPROXIMATELY 0.4 ACRES WILL BE REQUIRED WITHIN RIGHT OF WAY LIMITS ON ALL AREAS NOT SURFACED. THE FOLLOWING TYPES AND RATES SHALL BE USED: COMMON NAME BOTANICAL NAME PER CENT PURITY PER CENT GERMINATION RA' PLS/I KENTUCKY BLUE GRASS PDA PRATENSIS 85 80 5C TOTAL PLS/ACRE SEEDING 51 NITROGEN (AVAILABLE) 60 LBS. PER AC MATERIAL MULCHING HYDROMULCHING 1-1/2 TONS PER 1400 LBS. PER ACRE ACRE NATIVE HAY OR WOOD CELLULOSE FIBER 'lk 4/ie1-17a1'e fol soo'olli7q. (,*e spacial �inYisio�s� OLORAOO I INDEX SUMMARY OF APPROXIMATE QUANTITIES M 8017(1) CONTRACT CONTRACT ITEM UNIT PROJECT ITEM NO. TOTALS T 203 Unclassified Exca ✓afion iNau/ % j Cu, yd. S20 203 CoI77oacbba 69,43117-0 T99) i 6'a yo! .500 266 Structure Excavafion Cu. Yd — I 206 91racleme Backfi%/ lC/ass 2) Cu. Yd.' -- _ - — _ � I 207 To�osoi/ <Haa/) Cu. Yd I 50 i 209 Weftiny 216 God 5Q. Ft j _3, 920 ! 304 Aggregale Base Course (C/ass 6XH6,z1/) Ton i 350 403 Hot Bituminous Ton - 300�— I � 4// Emv/sued Asphalt (C SS-/) Ga/. I / /5 I 4// Liguid Asphv/iic Materla/ (MC-70) as/. 603 /8lnch Reinforced Concrete Pipe /in.Ft. 604 In/et Type i? L 5 (SFoot) Each — 608 Biftminous Sidewalk _ _ _ , _ 7017 -70 609 Curb and OvIter Type 2 ( Section II-B) Lin. F% I i 860 ! I � II _ 6/3 2 Inch Electrical Conduit --_ � ,Cin, Ft� _ 200 6/4 F/a99in y --- Hour 1 S0 626 Mobr%ization Lug gum 0.40 FOB CZ QC'CDUNT (ay Ci/y of I F/AO/ Siri r� and !Jd i�st <Sewer Mvn/�/es and Traffic sryndi Cable Sup�rl ,C�/e Lund Sum / I i F/u0� Strivio9 arxy <ldjusf l/a/ve Boxes and Flre llydrants IL,Il uur, I — wvlw H I rta. 4 0. YIIZ COl0U00 M t0170) & 3 M t0270) M 8027(1) ; COMBINED! PROJECT � PROJECT TOTALS I TOTALS 4000 /500 2,,000 ' I 60 I 60 20 - - - 20 -- I /SO 200 � 75 I /00 //, 720 j /5, GRID i 1650 j 21200 - 900 - /,200 3015 450 750 /000 I42 � I 2,55/ 3,411 I ! 20G 200 __�- ----�- 350 i SLATE CK COIORADP INDEX BOOK PAGE SHEET SUMMARY OF EARTHWORK QUANTITIES M 8017(1) UNCGOSS/F/ED-XCAVAT/ON (!/AUL) from Cross Sections flow Temporary Sidetvo7/k TOta I C U. YD. 392 46 Q38 EMBANKMENT (Net) From Cross Secf)OAS Total / /9 //9 AEMBANKMENT x FAC.(l.40) AEXCESS EXCAVATION Total 167 - 271 438 WETT/NG M Ga/. COMPACT/ON l2 SURF4Cl1V6 a DUST PALLIATIVE 5 TOTAL Z,5 A O AA 1107- 9 Cu, yd rl�islure a�'L�i�sily (o�//o/ ZrMl?617krnent (Net) I19 3-FSe of Cu/s d1)d fi%/s 173 TOTAL 292 M 80s 70 ) UNCLASSIFIED EXCAVATION (HAUL) From Cross Sections Tot81 CU. YD. /,2W,2 1242 - EMBANKMENT (Net) From Cross Sections Total 347 347 ' EMBANKMENT X FAC. (1.40) EXCESS EXCAVATION Total 486 - 7,56 1242 - WETTING M Ga/. COMP,4CT/ON 36 61JA0`4CINO 24 DUST PALLIATIVE 13 TOTAL 73 for Infor/na/`ion 017/y COMP4CT/01Y(44, 10T99) Cu Yd. <Mo�.ture a�G�i.(Sily Cow>in/J Einb gAI.72ent (Ne>) 347 Base o/ Cuts dle 1`1115 S.S2 TOTAL 899 SURFACING PLAN M SA17(11 QUANTITY - TONS AGGREGATE BASE COURSE HOT BITUMINOUS PAVEMENT STATION TO STATION BOTTOM LAYER TOP LAYER CLASS 6 GRADING EX GRADING EX l00 + 00 to l00 - l5 — — 3 100+15 tD 108 + 70 479 68 180 Est. For Irre9• 48 -- 46 TOTALS S27 68 229 M 80Z7(1) QUANTITY - TONS AGGREGATE BASE COURSE HOT BITUMINOUS PAVEMENT STATION TO STATION BOTTOM LAYER TOP LAYER CLASS 6 GRADING EX GRADING EX 173 + 99 to 199+ 77 1,444 206 S4/ Est. for Spandrel .S" 2 2 Est for Irre9. I45 — 136 TOTALS 1,594 208 679 Stdbi/ization is based 0r7 the following M80/70) M8027(/) Servicev6i/ity Index = 2,5 2.S 18 KEDL A = 72 30 Regional factor : /. ,ZS 1.25 Suagrade R = 36 24 W ,' N = 2.55 2.52 Strength Coefficients 'Al B.P= 0.44 4 8 C = 0.12 DIVISION PROJ. NO. w[[ ION NO. NO. VI-11 OLORAD M 90170)& M w27(1) 4 CURB AND GUTTER M 8017(1) CURB AND GUTTER LOCATION SIDE TYPE 2 SECTION II B LIN. FT. l00 +25 - 108 + 70 Lt. 960 TOTAL I I 860 M 80270) CURB AND GUTTER LOCATION SIDE TYPE 2 SECTION II B LIN. FT. 173+99 - 199+50 LT. 2,551 TO T4 L 2,55) IHWAY5. STATE Or CMORADO D 126 DETAIL OF PRECAST CURB AND GUTTER TYPE 3 _ Chotnfor Edges of T-'j T Exposed Curbing °1` i" g 4 GUTTER CORNER CURS CORNER , #4 BARS — i� ANGLE ANGLE-. 24— RE INIORCE NAENT WWF4x4 W1.4x W1.4 er WWf6x6 W].1xW].1 TYPICAL CURB & GUTTER LENGTH OF PRECAST SECTION L [ 10.0' (Typkel) - -- Curb Corner Angles N I 3/Y6 — PLAN <��-, 1 I 4 ]" tj* i ]' r[DERAL NUA R[OION O DIVISION PROJ. NO. `TII 'OLORA CURS GUTTER �F.1- Gutter Corner Angles ]' oP� AI 4., ]•• - Approx. length• iFt. � 1 y Approx. length: 1 Ft, �_i 1 t]" ` •$ _ .. ---- �1,c NOTES IECAST CURBING SHALL BE USED ON TANGENT. DRIVEWAY SECTIONS SHALL ) DESIGN SHOWN IN PLANS (PANSI ON JOINTS SHALL BE INSTALLED BETWEEN CURBING AND ANY FIXED _ IDEWALK OR BRIDGE. EXPANSION JOINT MATERIAL SHALL BE 112" THICK AND E%TEND ILL DEPTH OF CONTACT SURFACE. 7ECAST CURBING SHALL BE REINFORCED AS NECESSARY TO PROVIDE FOR HANDLING. _TERNATIVE METHODS OF CONNECTING SECTIONS TO HOLD LINE AND GRADE SHALL BE APPROVED. THE DETAILS SHOWN ON THIS SHEET SHOW TYPICAI MODIFICATIONS OF TYPE 2 CURB AND GUTTER WHERE CURB AND GUTTER IS TO BE PRECAST THESE DETAILS ARE APPLICABLE FOR TYPE 2 CIIRB AND GUTTER SECTIONS 1B, 118, IM AND IIM. SEE S TANOARD M-609-A FOR DETAILS AND NOTES. ' 04 STA.173+99 BEGIN M80370) I/ofe: �'9ewer ARM0,%s, Traffic <9y'lv/ S.W. !14 SEC.10 W, o^ yti S .Fis = nf, ,Ae <SvPoa^/ Va/YP L oxes T 7 N) dPd . Fire /0 Lle Q�as W C/ty of Ff Co//ins fares R. 69 o M8o27 (/) T Cf N.//tii� 6 GP1oo ?I /79ISE .4.. �� --w— �I C o•-da'-Jo• Lf. (F�ba I II i Seai.en S'/O T-l-N AKf-W, L'1 PM O II I I i G""..(.�rwf � I I I AR k' '� w f Exisfing PO. W r_.L./... r..{.I.•.. r„y,.G". r..1.6,. r..k.:.. T �� j' I 1 �f � `agn - M , s..tL rffsiu.P,3� ; ,voo•-di•-so•w$ #SurveyLine; } �� 14Yr _�- w.. I t I � o` _ wd •w k I - M. N.T- - *fi�t� _-_- _ .y _ �_ �& _-__- i } ^' � -- � _I-ITS-� �i t_r t-_- - .d. �,I.�' .�14`�K .� #�ryk I I c�__� ate.., � I� • E ( ___- —� I I —a—�, � �S'7" � I l/ � }� I� I 'i' '4 y� I °I r.7.. I �I I st. M.�r w>.. j fl .�". of _ w... sl s I . ` Pr iecfed °'• N,. II "� _; ° I t1 pI 61 I�I ICI ��II lil;�I ��o(I l;I ItI C' IhI le Ilt' q ti � I II F � 411.y II I I I /8/OO I•I�O.. 8AP04 E/ey,S059.30 8.M.*5 E/ev. 5O6780 B. M. -B E/e%,9'069. 9/ 70t98. YN.E.Cc+rAAW1, JO2/ Sfo?/73f92 Aai/inTe/P. 29 Rt- S& /78f/- Nei/in Te%P, 30Rt, S1d./82i/4 : f 42171-1 - • �� Alt' , )- r t 1 _ _- - _ I _- - _ __ II _ - -_- _ --_-_ - .- ---._ _- --- _ r 5-12 Ice) -_ _ --_ - _. ;- __ I• r i I I I I Soso r I I ` I l75 /so /85 1 • I ! Ibl\ O Y \� I p�: —k:� 5.W. 114 SEC.10 DEPe S� 7 ro,._ PEGIOv PO DIVISION PROJ NO T. 7 Ni R.69 W. SHEETS :a�RnDo W027(/f 7 ref < Qt b/^�-----Ur°=�1-- s'" xiefi� R.O.W. --- -r o 0U) J S—eh r-C/ H(// .o od I NOO' i/' 3o'r✓ .. - - --- -- SUrYe ,4%new It lZ M. a �,I S� �g F t h� I: c � �, I„ p li I I I•I For CV/7b;?4/a7I'/O/n Of P/an a/onq Taft Hi// Road see next sheef. 8.0-*7 E/ev. So72.67 B.M. #8 EIPV 5072.99 8.,W #9 E/eV.. J070. 94 S.E. 1/4 SEC.9 /Nai/in re% P. 29Rt Sta. /66f76 Mri/in7*1 P. 29 Rt. Ste. /89,187 /Vei%/;7 AW F. 29'Ri S/a. /93,fS2 I N R. 69 W. A r ' fi - -- + - - r A ; i i r _ = Amp, I ' i _ I 1 • , _i i f 1 - - , - - - - A i i - - 4 1 I C- - -- , 1 , — _ -- — — --- -- — — — — — — - Z — I— —_ -- — — — . 190 S E Y4 sec. 9 T. 7N., R. 69 W. sic y I �+. I I I o�c Q I I��•s,r 1 i /� l� '�'- h e /9�5 �' •bl Exxisting R.O.W.; is - -w- w . � u•.. I tl l I ° i l 7 F I� �I — �I.1 311 OPi _g l � I I O c C �II�I oli _z 00 � ��11 jl I I 11 /99t48- Regd Type R rn/et, it with 00 /8X42rR.C.P. to ex/Stinq 36'R.C.P. —w--- I 00 Structure Excay. = 60 ca. Yd. NI Structure BacklVIZ 20 Ca.. Yd. S,yk s h II sa,.m 11 II N..,.. I I ,I �r • �* � Q ` N � � � Cii/• dForl Co//inr City Fbik Nrire Go/f Courss � I / sllB C.&G. Existing R.O.W. II _ + - _ EAiif A>• Sesswa/k � Ep'� N Y 4i-� /�--- Ns� — ,.c�r.�,- y�-� �— WEST MULBERRY+ •fTREET N! � ae. 13 7" • I I I � Si.m,, � A... 11 t kV `c; �-:--) u I I ! tsr /OO f -RegY 200 Lin. 9.. or 2 `E-/ec. Conduit. <Future Signa/izatiorr II q III T - ,,,t-,.�i� �II�. I WIi. h Ali I I al �I 1, —w--- � � ►j-�f--•- _ �..�.•:...ice ...� - IT+I Pl_ �a4. T, n �i-� � .•�<,205 NE %4 Sec. /6 I i T. 7N., R. 69 W. N. W. //4 Sec. /5 T. 7N., R.69W. 3-wide s S/dewa/k S. W. %4 Sec. l 0 T. 7N., R. 6 9 W. FEDERAL ROAD DISTRICT VROJ. NO. SHEET TOTAL REGION NO. MO. SHEETS M 801 T (1) 3= COLORADO M 802i 8 56-30"E _—_—__ ae•— �� I�InN I r.1q. �y4 lal W era-1•—�_a-1_ 34 No Text