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SOUTH TAFT HILL ROAD FEDERAL AID PROJECT M 8027(2) - Filed STR-STREETS - 2004-12-21
FEDERAL R�I.L.R.D. PROJECT NO See Standard M-100-A for STANDARD SYMBOLS STATE DEPARTMENT OF HIGHWAYS REGION NMAS 8pZ7(21 DIVISION OF HIGHWAYS -STATE OF COLORADO INDEX OF SHEETS RC ATI �E 1� J°JLIt� DAiE t, � PLAN AND PROFILE OF PROPOSED FEDERAL AID PROJECT NO. M 8027i2i TAFT HILL RD. LARIMER COUNTY CITY OF FORT COLLINS SCALES OF ORIGINAL DRAWINGS ON PLAN, r I IN - 20 FT ON PROFILE S N 20 FT HORIZONTAL 111 1 IN 2 FT VERTICAL GRADE LINE ON PROFILE IS SHOWN AS GRADE Of FINISHED ROAD i R69W i T 6 N SHE E T NO / Tt/e Page, Sketch Mop, Index of Sheets 2 Summary of Approximote Quantities 3 List of Structures 4 Detn/l of Inlet 8peciol 5 Alignment Plan and Profile of 54e / and Genera/Note 6 Alignment Plan and Prof,% T of Site 2, yolra/ 5'eeb&17, De tai / and 6enerd t Notes STANU,421J5 417-/00-A Standard Symbo/s s-//-73 M-X6-AA Excavation & Backffll for Structures (2 Sheets) 4-9-a? M-5W-A leKrrs & Figures for Structure Numbers 3-28_;T M-601-BC2 Double Concrete Box Culvert 9-9-74 M-60/-WW Wingwolls for Concrete Box Culverts 3-24-75' H-603-CA Concrete & Metal End Sections 6-zs-71 M-66T-RC Reinforced Concrete Pipe B-29-72 M-609-A Curbs & 6utters .5-7-71 M-614-7-3 Traffic Signing for Nighwt7y Construction (3 Sheen) ii-z2a1 5-614-52A Barricades, Drums, & VertiCOl Pone/ Chonneliring J Devices /2-4-74 /%3 GogSfF'JC/ev �I✓e /Pt✓�SidyS Sh e et 04 DIVISION OF HIGHWAY! APPROVED . " CHIEF CNWNEER AS CONSTRUCTED INFORMATION OE PARTMENT OF TRANSPOR' F ACTOR F-� V FEDERAL HIGHWAY ADMINISTI ENGINEERtAPPROVED CT STARTEDCT COMPLETED DIVISION ENGINEER AS CONSTRUCTED PLANS ' I A PP ROVED (le iz197 TITLE DATE R.L.M. - - SUMMARY OF APPROXIMATE QUANTITIES cm—!Ot M e027(2) 2 PROJECT TOTALS CONTRACT ITEM No. CONTRACT ITEM UNIT TOTALS SITE I TOTALS SITE Z 202 l2emovo/ of Structure Each 3 2 6 202 .2erneva/ of Curb, 601ter ond oldewalk 64 206 Structure Excovotion Cu. Yd. 3 95 2 2 ,S 6 20 206 Structure Bockfi// (C/oss 2) Cu. Yd. 360 40 400 I 209 Wetting 4160/ I 2 2 209 Water (Londscaping) M Col. /3 /3 2/6 Sod Ft. /, 000/000 304 4w1vwte Bose Course 2'/os5 6) (;Wou/) T019 70 ^_ / 0 lab 403 /,bt Bituminous Go/ /S 25 40 4 / / 4510ho/be Moterro/ (MC-70) i ,3 4 6fo /00 S/4 pwe ,E�///ry Li,), F/ 1 26 2C 73 73 (o0/ Ccrcrete C/ass 4 (Box Cu/vPit) Cu. Yd. G02 0eir71f561C117y 6Yee/ Lb. 7,MO 7650 603 16lrxh &-#'inforced Comrrete C/L Lin. rt a 6 603 68 x 43 Irxh 2einrbrYe& I In, Ft, / 2 O c03 66x.<3 Jrxh .Peinforreo'Cax'-r/e6ro''5'ectior) Eoch 2 2 604 In/et Spec%/ (S foot) Eoch / / 2 /7 /7 Goa Concrete 8/0dewo/k �Sp. Yo' 609 Cu-b old Gutter Tye 2 (Section d B) L/n. Ft 26 26 609 Curb, Gaffer a7e SrdenvM Tyae 2 r.96rtion MS) Lin. At 24 24 62G 1wob%//20110n FO,eCE 4CC01/N7 140/ 4dj1-1-st Urxergrrwnd ,�GYii�k/er Sysfem LumPdcvr� / _ _ / GOLONA00 STRUCTURE QUaNTMES R• E cD,,?SE SURFA�.NG CLASS � ) GRADING€X) H,.T P�uEMN"W�TS CONCRETE SIOE.vArR CONCRETE REWFORCRIB _ i4"MOUNTABLE STEE_ CURB & GUTTER (TYPE 2) WITH SIDEWALK) -SECTION MS REINFORCED CJl PERT PIPE INLc7 ::P£C/AL H. OVER WLV. CURB GUTTER TypE 3 �$iC. 2(8) END lECi EACH qN MISCELLANEOUS NUMBER VNCLA.:S,l F XCAVLTpN 'ED S�PUCTIE� ERCQVATION +m S ICT B1i.CFrL RE AGGREGATE REMO"AL OF STRUOTURE LINEAR FEET Hz 5.0') CUBIC "ARD EiOCEM L.11B. DITCH CUBIC YARD CUBIC YAPS SQ. Y.0. CUBIC 1110" 68"x 43" .EL/PT/CAL EACH - FT LIN. r CL. L EACH TON TON CL. A LB. LIN. FT. 2 395 360 2 60 60 2 1 3 24 Remve 24 feet of Curb 6u/trr a4eIsetho/k. 4 65 /2 /20 T9rAL 395 360 3 65 /2 24 l 2 26 Lin. ff. of Pipe esi/iny. 37 73 7850 2 4, 3 I 12e9 tl /B':r a, Ve/nf Ca rete ,pipe 4 /7 26 Remove 40 feet of Caeb, Gutter aed 5idewa/,+- S � 7 /07 20 3 /000 Jr. Ft. of Soil TOT,SL 220 40 2 - /07 20 /7 73 7850 / 26 TYPICAL LOG OF PIT Somple No LEGEND +++ ++ Topsoil 0 No. I TEST No. 2 +, y 2 uN iV! 11M Overburden ,III, IIM c 4 Clay 6 Silt a 10 Sand 12 Gravel e.' bit 14 W 00 is ® Limestone is ° W 20 Sandstone e•e ( `` ( f. vvrvrrrrrr Solid Rock 22 W•e r r r r (Igneous) 24 ae Solid Rock 26 (Metamorphic) vvvr Cool 28 W = Wafer To Composite materials are represented by combinations of the above symbols such as: = Sandy Clay HOLES No 3 No 4 TYPICAL HORIZONTAL CURVE 0 2 4 6 e 10 12 14 16 18 20 22 24 26 28 PI of r=� al I O II NI I NI N1 ' QI Curve Data VI ml I d 0s 3 l A = 18°00, 11 +� N1 Ls 6' LT = 200.06, �I Ts ° 452.8' Es = 25.8' _I u r� ST.=1000 Ac = 9*00' Dc = 3°00' Tc = 150.3' Lc = 300' Rc = 1909.86' It = 079'/I M D S =60mph S S D = 510' R O.W Road Approaches New E%lef,no / +_'.1 Section Corner Center of Section --12-- I I C° O p P^QN Ties to Section Corner in yo Culverts & Drains Proposed Exist. ---� r--s H--eX N---(� No HdWI, I Hd.1 2 Howl End S.cflons Proposed --, — Exist. (To bedo. bed) Siphon C Bridges Exist ( To be dashed I Water ` t`oWW j C`eek -�-� Difen —� Proposatl O�feh Mountains ; Trees Single Trees 00 Deciduous A* Coniferous Groves of Trees Aspen Pine STANDARD M-100-A ( MAY 11, 1973 ) County Line Township or Range Line Land Lines Section Line % Sec Non Line /16 Section Llne _ Property or Tract Line I 1 I L City Limits Railroad Existing Road New Road Control of AccessI-I-I— nP•DPENING Access denied by Deed 2� OP fiOP --fE.oA Right of Way Line --ROW MARXERv ---- Protected By Freeway Law(VirginLocation)- ----v— Top of Cuts ----� _-, _,---_-_-__- Toe ofFills Barbed Wire Fence —x x x x— Chain Link Fence 0-0-0-0 Barrier Fence ai ii yr— Woven Wire -Combination Fence r r Snow Fence Wood Fence Deer Fence TYPE Guard Rail �—Tr- EXIST TYPE _ � NEW Guard Post o 0 o O EXIST • is . e NEW Delineators Type I II III IV 9 Sidewalk _TYPE—= EXIST TYPE NEW Curb and Gutter TYPE E%IST TYPE — NEW TYPE Gutter � TYPE EXIST. c— NEW Tel. & Teleg. Lines ¢( To be (� Ezisf Electric Lines + Removed Reloc otad Elec. Trans. Tower Buried Tel. Cable T E%IST -T —T NEW T T Buried Electric Cable-EEXIST.—E— —E NEW E— Gas Main GE"T—G---G 6 G G NEW Oil Main --0-10 E%IST -a new 0— Water Main w E%ST —w— — —w NEW W W Sanitary Sewers -o-- ► Ez=sT —6 W • MN Storm Sewers-o-x—E><°ST N'EW MN ET — is - • HEW NORTH ARROWS Light Standard -Existing o Light Standard -To be Removed TYPICAL VERTICAL CURVE x Light Standard- Relocated ^ Light Standard -Clear Luminaire a-0 - - - - - Light Standard -Amber Luminaires __® - -- Bridge Wall Luminaires -- -- - --- - Bridge Ceiling Luminaire} -- a High Mast Light Standard N=Number of °" - - --_ __ - -- 0- - - -- Q VC - F - - _-- )5 210 -- -- - - 215 'D M-100-A rEOERAL ROAD DIVISION PROJ NO. SHEET TOTI REGION X0. NO SHEE 3M COLORADO REVISIONS GENERAL NOTES THESE SYMBOLS ARE INTENDED TO EXPLAIN THE VARIOUS TOPOGRAPHIC FEATURES INVOLVED ON THE ROADWAY PLAN SHEETS WHICH ARE PREPARED AT SCALES OF 1 INCH - 50 FEET OR I 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 IN THE PLANS TO EXPLAIN THE SYMBOLS THAT ARE USED. GUARD RAIL, CURB & GUTTER, ETC. ARE REPRESENTED 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 L M Approved b Y Mode by HPS Staff Design Engr. Checked by DWD Date: May I1 1973 r nno STANDARD M-500-A (JULY I, 1965) SHEET FED. HEAD REG No DIVISION PROJEOT NO. NO 9 COLO. I I U I ' I I I � i 0 U no I I IT l I I I I I i D I I I I I I I 1 1 I I 1 I I I pgrstuv_wxyz White Background f to J m 14 ED (n� (y�(� 4- K u2J 21' `h1- 1 3 K a'1 I-4 D a 'a SAMPLE BRIDGE NUMBER GENERAL NOTES SAMPLE YEAR NUMBER 5,-0„ FO ST ALL WORN SHALL BE GONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS APPLICABLE TO THE PROJECT. THE SIZE SHAPE AND SPACING OF THE LETTERS AND FI BURIES SHALL BE IN ACCORDANCE WITH THE FULL SIZE SHOWN ON THIS SHEET ADDITIONAL COPIES OF THIS FULL SIZE SHEET CAN BE OBTAINEC FROM THE DEPARTMENT WITHOUT CHARGE LETTERS TO FACE TRAFFIC THE YEAR NUMBERS 4RE RECESSED IN CONCRETEh" MINIMUM AS SHOWN INTO THE PANEL OF THE ENDPOST ON THE RIGHT HAND SIDE OF EACH BRIDGE END AND INTO THE FACE OF _ Location of Indentured THE DOWNSTREAM HEADWALL OF CULVERTS AS SHOWN ON PLAN DETAILS, NUMBERS TO BE MADE OF WOOD, METAL OR OTHER SUITABLE MATERIAL AND ATTACHED TO THE FORMS year numbers. BEFORE CONCRETE 15 FOURED THE YEAR NUMBER OF EACH STRUCTURE SHALL CORRESPOND WITH THE YEAR IN WHICH THE CONCRETE IS POURED THE STRUCTURE NUMBER SHALL BE STENCILED ON THE RIGHT HAND SIDE OF EACH BRIDGE END AS SHOWN ON THIS STANDARD AND AS SPECIFIED WHERE THE STRUCTURE HAS NO 0 J 14 K 0 Cen Bred between posts 0 0 FOR CONCRETE END POST TYPICAL FOR STEEL TYPICAL TYPICAL FOR TIMBER WING HANDRAIL END POST FOR HANDRAIL SIGN POSTS 1950 ______r____r--_--_____ TYPICAL FOR LARGE BOX CULVERTS B STRUCTURES WITHOUT END POSTS END POSTS THE NUMBER SHALL BE PLACED ON A REST ON THE RIGHT HAND SIDE OF THE ROAD AS SHOWN. FOR SIGNS THE NUMBER SHALL BE PLACED ON SIGN POSTS ON THE �I RIGHT HAND SIDE OF THE ROADWAY THE 1 THE NEUMBERS FORBEF FOR EACH ORMIE OR MAJOR STRUCTURE, OFET CLEAR S0 ER 20 FEIGN IS SHN ON THE PLANS SHALL BE UPPER CASE LETTERS THE NUMBERS FOR MINOR STRUCTURES OF 12 TO 20 FEET CLEAR ^�J SPAN SHALL BE LOWER GABE LETTERS SIGN BRIDGES SHALL BE CONSIDERED AS MAJOR STRUCTURES GE _ 14 A PROPER WHITE BACKGROUND RECTANGLULAR IN SHAPE AND EXTENDING THREE INCHES BEYOND THE LIMITS OF THE NI.HER SHALL BE PAINTED WITH TWO COATS OF i0 ACCEPTABLE WHITE PAINT UNLESS AN APPROVED WHITE CONCRETE PAINT IS USED BEFORE PAINTING THE SURFACE MAST BE THOROLY DRIED, GLEANED AND PROPERLY rnI SIZED ON TIMBER HANDRAILS THE WHITE PAINT USED ON THE BRIDGE WILL RE SATISFACTORY, AFTER THE WHITE BACKGROUND HAS DRIED SUFFICIENTLY. THE CORRECT STRUCTURE NUMBER SHALL BE CAREFULLY STENI WITH "EXTERIOR BLACK PAINT" AS SPECIFIED IN SECTION TOB - PAINTS, OR AN ACCEPTABLE EQUIVALENT THE BRACES OF THE STENCILED LETTERS AND FIGURES SHALL BE CAREFULLY FILLED IN BY HAND TO MAKE SOLID FIGURES SUFFICIENT TIME BETWEEN SUGCE5SIVE COATS SHALL BE ALLOWED TO PERMIT THORO DRYING. THE COST OF FAINTING OF STRUCTURE NUMBERS AND FURNISHING AND PLACING POSTS FOR STRUCTURE NUTABERS SHALL BE CONSIDERED SUBSIDIARY WORK AND SHALL BE INCLUDED N THE ORIONAL CONTRACT ITEMS AND WILL NOT BE PAID FOR AS SEPERATE ITEM Gf THE LENGTH OF SPAN OF STRUCTURE SHALL BE MEASURED ALONG CENTER LINE OF ROADWAY IN CASE OF DOUBLE OR MULTIPLE BOX CULVERTS THE CENTER WALL OR WALLS SHALL BE DISREGARDED AND CLEAR SPAN MEASURED FROM INSIDE OF END WALLS, IN ADDITION TO THE REQUIREMENTS STATED ABOVE, STRUCTURE NUMBERS FDR HIGHWAYS PASSING UNDER CROSSROADS ARE TO BE PLACED AT THE FOLLOWING POINTS, lAl FOR STRUCTURE! OF 3 OR MORE SPANS, THE STRUCTURE NUMBER SHALL BE STENCILED, FACING TRAFFIC, ON THE OUTSIDE FACE OF THE END COLUMN OF THE RIGHT-HAND PIER. 1 IBC FOR 2-SPAN STRUCTURES, THE STRUCTURE NUMBER SHALL BE STENCILED, FACING TRAFFIC, ON THE OUTSIDE FACE Of EACH END COLUMN IN THE CENTER PIER. STRUCTURE NO. _ _ _ ON REVISIONS R-I 3- 28 75 General Notes Title Block. M R H. DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS LETTERS AND FIGURES FOR STRUCTURE NUMBERS Made by Checked by I Date: BJu9e1 Engineer965 11 1 M-500-A STANDARD CURBS AND GUTTERS CONCRETE PAVEMENT (DRIVEWAYS) Width of Curb and Gutter Variable see Ions DETAIL OF CURB CUT * FOR DRIVEWAYS "'0" s/dew N� int when Crete driveway ngth 8 2" Curb to be init price bid for For type and width of `Driveway, see Plans AS Expansion �\ jointer \ Z S'•0' RANSVERSE CONTRACTION JOINT R CONCRETE PAVEMENT (DRIVEWAYS) �•! �� I/8" to I/4 'ed joint material l A A 2e -r{ a. T A•;y T N? This joint required where length of slab exceeds 15 feet. CONSTRUCTION OF CONCRETE GUTTERS AT INTERSECTIONS Combination Curb 8r Gutter Face of Curb ------------- Hof CONCRETE CURB jilt when Concrete To be built when Concrete is NOT required I Gutter IS reauired This area shall be poured monolithically with curb Ind gutter and paid for as Concrete Pavement of spec - tied thickness. io9-A R CONCRETE SIDEWALK tSee Plans_ for Width s 10 1/4" per foot Curb 8 Gutter where regb GUTTER Type 2 ME) Ti) °W'=Variable (See Plans) W R4 /2 2" W T CURB Type 4 CURB Type 4 (6" Barrier) (Section B) (6" Mountable) (Section M) 6- 6"- t6" I y2e TA T- Ya B ••-f" A Y 6,1 New 6"t :'-S ' e �{gex12 ? . Povement� ,;•� i '3q" x12" bars. 611 Q b:.v`A 6,1 y:•> y.' - q..e,, bars I Is 611 ;o'�• Present Concrete ysehabs (6 foot r �`% �— Pavement — 6 i ( foot spacing)':,:. '. 1 �P spacing) s x 12" reinforcing bars at 6 foot spacing Cost of installation to be included in unit price bid for Curb. Bars to be grouted in I!Iisholes in present concrete. Grout to consist of 2 parts clean sand and I part cement. CURB Type 2 ('6" Barrier) (Section B) E— s" ----I .. II CURB Type 2 (6 Mountable) (Section M) Roadway Pavement CURB Type 6 (4" Mountable) (Section M) JIIVUIY OI " STANDARD M-609-A F4-�' (JULY I, 1965) CURB AND GUTTER Type 2 (6 Barrier- I Gutter) (Section I B) ti CURB AND GUTTER Type 2 (6 Mountable - I Gutter) (Section I M) 0Slope in opposite direction when required to fit field conditions. CURB AND GUTTER Type 2 (611 Barrier- 2' Gutter) (Section If B) ED CURB AND GUTTER Type 2 (6" Mountable - 2-Gutter) (Sect•ion IIM) DIVISION COLO PROJECT NO. II-16-65 Subtitles 2-14-66 General Notes. 7-19-68 De t. Name and Rev. Gen'L h R-4 5-21-69 Provide variable width on cone. LEGEND R-5 5- 7-71 Add class Bto coot. in Gen.Nol FOR RADII A 1/ �: CURB AND GUTTER (Type 2) 8 = I" (4" Mountable with Sidewalk) (Section MS) C 1 V2 2'_0" 1 71 214` p' F+ 2'-3 2'-5b2" 61it" GENERAL NOTES All work shall be done in accordance with the Standard Specifications applicable to the project On Curves 3 degrees and sharper, Curbs and/or Gutters are to be placed on the Arc of the Curve unless otherwise noted on plans. A maximum chord length of 10 feet may be used when the degree of curve is less than 3 degrees. Expansion joints shall be installed between concrete curb and any fixed structure, sidewalk or bridge. Expansion joint material sholl be 1/2 thick and shall extend the full depth of contact surface. Concrete shall be Class A, B or D. SIDEWALK EXPANSION JOINT /1/4" Preformed / Joint Material 11) DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS CURBS AND GUTTERS esigned by cP Approved by Made by aQ) Staff Design ngc Checked b CRS. Date: Jul 1 1999 BI � , 48" �24 SWI-6 48" STANDARD M- 614-TB Typical Signing Where Traffic Is Prohibited Along Construction w�sT it R-3 I ad Ear U \ 00 sroP a is13 �j n af10130 F p_ � b1 - z � A N OO JN m o N a w O W 0] o R J x o Cl> W (n _ z ,�„'o m O WIn 3 y 3 "QTypica N O O NLO J� N N n Q IY T W V Q a m ( SHEET I OF 3 SHEETS) (JULY I, 1965) 1. Route of Construction _ ! CLASS I m BARRICADE �3 J £-a Q 1-18S m o 3 JI �3 O dOlS ROAD CLOSED 10 MILES AHEAD SRII-3 LOCAL TRArrw ONLY] .30 " SWI-7 j ,B n24" ( )I-£IMS CLASS I h F k R+w BARRICADE 1 (a)I-IMS £ m D � w f � Nm SRI-I N c9ass P ^ L9 0 W r- I Signing Where Traffic m m Cfl C 02¢ N m 3 &U N O a¢ Is Permitted Along i W - N x _ m 3 \ " Q \ \y V m l� \ Route of Construction in .a MPH, SW13-1( ) O 00 0 (El0o 0 3J reoeIO Rono DIVISION PROJECT N0. SHEET eEGION NO NO, R-I p R-2 O }Q, ��o X R-3 N 5 o N R-4 REVISIONS 7-12-67 Note 23 GW F. 7- 8-68 Rev Break-awoy, Placement, Code No s, Ef Dept. Name G.W.F. 12-24-68 Rev U S Shields J LS. II-22-71Rev Signs Bi Code Nos J J S. 0 Z m o o °A° See Note No. 21 Z a m a KH N i - N o p � o0 0 .91 NOTE: See Sheet 2 for detailed drawings of signs. See Sheet 3 for General Notes applicable to Sheets 1 and 2. to to m x -� a p u p b O 3LL iD N NO N z m o �♦3 0 x - z EdN m m Of o O Z min m m O o ro o ad pF i m a o a �Za � m - m w a z s o _ , v 0 I - N 191� ca (1) / 3 ,y W 'm x C) " a Q k � X \m ( F -Oi \ N a DOS _ m o N m o 3vo xo -(ADO F m o_ o m 3 o� E o - - m 77 W x F Z G7 m O N A2 O F F �o m 0 6 3 to RM TOP VIEW R-2 90' I 0° to 5° R-2 ——' R-1 V to 7' See Note Depending upon No 23 field conditions 3 Mi n. i.. fi 18' --fi a N - 3 Min w 3 Shoulder Edge z W or Face of Curb Sign Placement DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS TRAFFIC SIGNING FOR HIGHWAY CONSTRUCTION Designed By D.R W approved 9y ��� Made By JLS Traffic Engineer Checked By: J B Date AUGUST 9 , 1965 614-TB ( SHEET 1) AI InATE ar COLO°Aw WARNING SIGNS See Note No. 10 �S g p0 / iCT Iz r 5 5 T 13_ / xw6-3 Margin e Border 9' Corner Radius:lT I 112y2 i 121 1 i 36 -- -; 4 a c 24 EXW6-3 6-C 4- �OO FTC 1000 FT G 1500 FT 1 1 REGULATORY SIGNS See Note No.9 137 13T [ROIAD 5 8-D CLOSED 9 D 1 19 1 19 1 48'.x30" Margin 1 SRII-2 Border: Corner Radius. 11, 21116 I 221 21 ; I 22: ROAD CLOSED 6-�, 10 MILES AHEAD 5--� ; LOCAL TRAFFIC ONLY a-ae _ 4 1 24e 24z 60° x 30" SRII-3 S A B C D E F G H I J SW2O-3A S A 8 C 0 E F G S A B I C I D I E I F G H I I J SW20-3 48 11' 12,, 1616 16g14g 14g 4' 46 5167-D SW20.4A 48 12 12,613T' 14g 13713; 7- SW20-4 48182 17e 19116193. 11'-6 118 3a 5q 3a 7-C CW20-3 36 8 8° Ili3 II' 10 101 3s 31- 33 5-D CW20 3A 36 8° 86 93 101 9 93 5- CW20-4 3613-' 12q 6= 6 8 81- 2'- 33 2 5-C a F 6 B 2 y' S 4 4 16 IF S f 4 16 6 2 2 2 CW20-4A I / s C D 1_TjLLANE\\ J 500 pTT_ LEFT LANE t000 FT G L S D / J H _OSED I H 1 E F 1 I HEAD / 1500FT G AHEAD / J E1 FI IEIF� \I/ I R_)1481186I1817111111IAIID;IIo-12a1 i6 31816-C11SW20-5A(L) 4B 101610; n} 12g till;6 6 SW20- R )136 15,A 15194 9..81 8 R 2a a 2: 5-G CW20-5A(R) 36 8} Be 9e IOa 9i 9� 5-G CW20- �7a t7a'i _ DETOUR_32 Margin e 3 24"x 12' Border ° SM4-8 Corner Radius. 1. A I B 500 FT rD+D� 1000 FT_G I- E- er F--F 1500 FT ©oaoo©ooi MMMEEMMM SW21-1 WARNING SIGNS See Note No. 10 STANDARD M-614-TB (SHEET 2 OF 3 SHEETS) (JULY I, 1965) WARNING SIGNS See Note No. 10 20T 20T z z II 12 � 12T 8 8 112T 2 3g 7g 8-4 '�re Margin = p ° Border e 48%24" Corner Rod lus. le 4B°x24 SW I-6 SW I-7 sz� rA—I-6-1_ F—A— 6—i\ 500 FT G DETOU_ R OE 1"C 0FT:- t 1000 FT � AHEAD GF 1-E-4-F1_ �C-+--D-�— 1500 FT I D- IElIGI _D 3�5 E —F SW13-I M.P.H. � xw13-I I II I _H FEDERAL ROAD REGION NO SW21-1 WARNING SIGNS See Note No. 10 STANDARD M-614-TB (SHEET 2 OF 3 SHEETS) (JULY I, 1965) WARNING SIGNS See Note No. 10 20T 20T z z II 12 � 12T 8 8 112T 2 3g 7g 8-4 '�re Margin = p ° Border e 48%24" Corner Rod lus. le 4B°x24 SW I-6 SW I-7 sz� rA—I-6-1_ F—A— 6—i\ 500 FT G DETOU_ R OE 1"C 0FT:- t 1000 FT � AHEAD GF 1-E-4-F1_ �C-+--D-�— 1500 FT I D- IElIGI _D 3�5 E —F SW13-I M.P.H. � xw13-I I II I _H FEDERAL ROAD REGION NO DIVISION PROJECT NO e COLORADO REVISION R-I) h7-12-67_-68 Rev Code No 8 C R 3 12-24-68 Added Notes II-22-71 Rev. Signs 8, Codi c D E F G 11 IJ2 MPOnelA 5624 8-C 2 3-E 2; 58a 616 3- IOC2' 4-E Margin : e J J Border A Corner Radius: IT 30 I r-12f+14 s-�_ --BUM 4 B-D S A B C D E F G 5 A 8 C D E F G S A B C D E F G H I J K L SW8-1 SW 20-2 48 181611 �18i6�163 Iz 3e 8- SW20-2A 48 13 131 15 16&15a 15 -C SW20-6 36 21e 36413 13°:yI2 Zi28 I6ggi6h'i 3 2 I 15-CI CW20-2 36 13B21°612s is 2e 6 CW20 2A 36 108 10 II 14 12a II e II I6 6 C 36 17/ �7 �I7a 6�I, ROAD- ; —<�AHEAE ACHINE 10\71, 1 ID e SiW21-3 GUIDE SIGNS See Note No II S I-A-1 B+{ 500 FT G I-C-+-D 100 �0 FT.—,; —< 1500 FT G I H ?ED L I \ L L i I S I A B I C D I E F G S Wll�' F G H I J SW20-IA 48 12 12 13 14 13L 13° -C $W20-1 48 9Ile 41i 32 4167-C 66 4 8CW20-IA 36 86 81�9}10'19' 94 - CW20-1 36 681 37 2; 3e 5-C 1 11 I 11 I- 500 FT 5-D 162l llo _ 5-D 1000 FT 5-D 115 I Ily T 1560 ?T S-D-D 1 SW21-3A PLATE DETAILS 25 1 24a II 1 4 18 3 1I�— 25 - 6 16 -F 16 30 � 12-1I s Illca I1164 I 4 • °I — T I �il6e =3� 1 5I5� s� — n z�l il� 273 `2'2- ROAD ' DETOUR 5-D I —4i END 6-c END I s c: aa_ \1 — . 2 CONSTRUCTION 6-G 3a 4 B, DETAUR; — 3= 1 D =ai CONSTRUCTION 6-4, ROAD WORK 5=3 6-OGopy 2' i3o"x 24" --3 - 513MILES I - 6_44 S0".24"G20-2 - — 2 s S4208"3 4 SM4-I1 •R �IBR l l I I I a 60"x 24' 48 x IB" Margin a SM4-9(R) z 60"x36" I Margin a Border Margin ° ° SM4-IOL Margin: - _ Border S SM4-9(L) Border i SG20-1 Border ° ° e Corner Radium I Corner Radius le Corner Radius la Corner Radius' I-L 2 R-3 Reverse Dimensions for Left Designation 30 /FRESeH OIL / 6-D 5BI581 SW21-2 10 r10 - 12 2 7�717 632 NOT SEE SHEET I FI /,I L SIGNING AND SIG /V/ O 6-C SLOW 9C SEE SHEET 3 F01 Ii I NOTES APPLICABI JT_ I AND 2. �.16 V 10 7 \f Diamond: ALL DIMENSIONS Margin. a LABELED ARE II Border FLAGMAN SIGN I Corner Radius I See Notes No. 20 and 22 DEPARTMENT C 1136 i 13144 1 STATE OF C ® DIVISION OF PILOT CAR - 5 TRAFFIC FOLLOW ME 5 FOR H I I 3 14e 15 CONSTRI 36"x IB" Mar Margin* : g De gl+ed By DR �ppr T ° s SG20-4 Border: ° Mode By HBO checked By J B Datr Corner Radius I2 STANDARD M-614—TB (SHEET 2) M-r.IA-TQ I curry ZN STANDARD M-614-TB (SHEET 3 OF 3 SHEETS) (JULY I, 1965) GENERAL NOTES 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. GET 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 XW13-1 for use with 36" and 48" Warning Signs). The Advisory Speed plate is to be pasted only at those locations where the safe speed is lower than the imposed Regulatory speed limit. FEDERAL ROAD REGION NO DIVI SIoN PROJECT NO SHEET NO s COLORADO R-I R-2 R-3 EVISIONS Note 23 GWF te 23 B Dept Name %1-22-7JRev. - Nate G.W.F ote No I8 J LS R-4 otes J J 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 R-4 urban areas. Open -flame 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 paint on smooth surface silver reflective 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. 5. All Signs and Barricades shall be placed for best visibility and legibility,in ® 21. condition and kept clean and free of dirt at all times. Contractors and Engineer's good 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. 7. Examples for marking Projects, as shown on Sheet I, 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 Contractors expense. R-4 8. 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. 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. 11. Signs with the prefix "D" 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 Paint." 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 lathe Standard Specifications for Untreated Timber-S4S. Timber shall conform to Construction grade Paragraph 1238 or 125B of Standard No. 15 Grading 8 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-lane, two-way highways. Sin "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 500 to 750 feet ahead of barricade or potentially hazardous condition. Postings are required on both sides of the roadway on divided highways and singly on two-lane, Two-way highways. Sign "D" SG20- I 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 fo obscure or detract from the effectiveness of c'her 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. 22. When Flags are used in lieu of the Flagman Sign, they shall be a minimum of I8"08", 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"x6" 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 A�i r��ved yy�l�'! Made By J L S Trnff c En g,neer Checked By J B ^,-Re 4UGJST 9 , 1965 TYPE i BARRICADE A R-3 2 min to__ _ r van able max I 3' min. TYPE 2 BARRICADE A2' min to R s variable max - May be fabricated of lumber, aluminum or other suitable light weight materials structural soundness. St \�\ Stands may be detachable for mobility. Type 1 Barricade has 2 reflectorized rail May be fabricated of lumber, aluminum faces ( one each direction I. or other suitable tight weight materials of structural soundness. Type 2 Barricade has 4 reflectorized rail faces ( two each direction ). TYPICAL TYPE 3 BARRICADES A R-3 Use 4-4"xi&'Log Screws (Timber) to attach rail to post (FIXED) - Field fit Wing Rail to back �^\ As Required of Rail, attach with two \v ROAD See Note 12 4r x I6" bolts with nuts = and washers (See Note 10) S� ';!I CLOSED Si LlLLL I<i _ SW 1-7 r 5' min Nail wing rail to - i 1 stake with 3-16d �--6'-6"max common nails � 2"x8, 1 —z6"x 6" 1 1 Posts ZJ 11 3'-0°min. I I I 22'x4" _I IJ Stake For traffic diverted right , reverse For traffic diverted left , reverse angle of stripes this side angle of stripes this side (MOVABLE) Type 3 Barricades have 3 reflectorized rail faces if facing traffic in one direction; 6 if As Required facing Traffic in two. directions. ROAD CLOSED sRn-2 4"x 4" Posts 2 8 DETOUR SM4-IOR RIGID 18 5'min. 4"x 6" tSandbags for 6'-6"max Skids added stability DEMOUNTABLE Z& 2"x 6" N 5'min . Frame ll AZ _ 2 x8 i 1JII�I HINGED 5'min 2"x 6" llllT�1T R-3 BARRICADE DESIGNATIONS TYPE I TYPE -2-- -- - -- ---TYPE- -3 -_-" Rail Width 8" min - 12" max Top - max �;;12" max 8" min - 12° max _ min= „8"- Mid- Rail Length 2' min to variable max 2' min. to variable max As required, see Table Height 3'min ------ 3' min - -5' min ------------ Stripes See Detail of Barricade Striping See Notes 4 8 7 Frame DmoFna tEie or Reavy bury Light "A" Frame --JPosts, Skids or "A° Frame Flexibility Movable Portable Fixed or movable Use Temporary Temporary Temporary or Permanent STANDARD S-614-52A RAIL LENGTH TABLE'* TYPE 3 BARRICADE LENGTH FIXED MOVABLE F-A I M - A 8'- 14' F-B M -B 15' 24' F -C M -C 25'-35' F-D M -D a35' STANDARD ( MARCH S-614-52A I, 1972 ) R-3 ffEn EEM TYPICAI PRAM f NAtui 171N1i', nrvlr`r _ Orange 4" to G" 4" to 6" White -�� - - Adjustments due to odd size drums should be _ divided between the upper . and lower stripes. Drums are to be predominantly 30 Gal 55 Gal, orange, but a minimum of two white stripes per drum is required. GL� DETAIL OF BARRICADE RAIL STRIPING ■ /' 61 ">/"�, e.�`� 45- R-3 Aluminum TYPICAL VERTICAL PANEL CHANNELIZING DEVICE 079�I--II-T063�i - Sheet Aluminum or other suitable `:'(, light weight material. Cadmium plated steel coy EXPANSION RIVET DETAIL White r anel Y Expansion 24 ro Rivel 36"min 45' �° x i x -132 Orange i I Y 3 g,.+ 6"- 8" TYPICAL SECTION GENERAL NOTES AeGiory NOS" D-SIOW VH vltl COLORADU 6-26-73 P R-2 II-1-73 1 R-3 12-4-74 t I All work shall be done in accordance with the Standard Spe the project 2. All signs, sign materials, beacons, and barricade warning lig standards set forth in the "Manual on Uniform Traffic Cant and Highways" published by the Federal Highway Administr and the Colorado Supplement thereto, and this standard 3. The various types and combinations of approved signs and b required for each project shall be governed by field conditio by the Engineer. Typical barricade applications are shown in Uniform Traffic Control Devices for Streets and Highways. 4. Painting shall conform with Subsections 508.08 and 614.07 c All skids, braces and posts shall be painted with 2 coats of "I Horizontal and wing rails on all barricades shall have orange entire area of orange and white stripes shall be reflectorized CRM 5. Each barricade rail and vertical panel channelizing device shall b only with stripes slanting downward at a 45" angle toward the si turn or pass. The backsides of rails and vertical panel channi painted with "Exterior White Paint" 6. When fixed barricades are designated on plans, the portion of t line shall be dipped in hot creosote oil. The portion of the po, shall be painted with 2 coats of "Exterior White Point 7. Black and white barricade may be used to mark the end of a where there is no crossroad or outlet. 8. All skids, braces, rails and posts shall be nailed together with Ni bolts, nuts and washers shall be galvanized or cadmium plated barricades shall be weighted where necessary to provide stability (� 9. All timber shall be Grade No. 2 or better, S 4 S, Douglas fir c current Standard Grading Rules published by the Western Wood Prodi conform to applicable paragraphs for the rails and posts. 10. Detachable extension wing rails for bypassing of construction equif The length is variable and shall be adequate to provide closing of bi required. May be used on Fixed or Movable Type 3 Barricades. 11. Alternate materials or other reflective elements on traffic signs or only after approval of such material by The Division in writing R-I 12. Flashing Beacons or Barricade Warning Lights shall be used in when called for by the Engineer When used, they shall be p rail of the barricades to produce the most effective results. W h Lights shall be of the type specified by the Engineer. R-I 13 All reflective surfaces shall be reflective sheeting of the smooth surface type. DEPART 14, Barricades used as "Traffic Controls for Highway STAT Construction" are not to be paid for separately. D I V I SI 15. Barricades will be paid for separately when BARRiI designated on plans as bid items. 1 16. Drums shall be reflectorized for use at night a VEI and should never be placed in the roadway CHANNE without advance warning signs. ®3 A 17. For wooden barricades, nominal lumber dimensions are satisfactory. Designed By Made By R-3 ■ 18. For rails less than 3' long, 4" wide stripes Checked By, are to be used. r COLLDIMae --- s DIVISION ►[Ol. ND. w SUMMARY OF APPROXIMATE QUANTITIES �«u� Meo2�(2> 2 INDEX CONTRACT Z6(0 TOTALS TOTALS F1NA� PROJECT PR03ECT OVER ITEM NO. CONTRACT ITEM UNIT WUng[A SITE SITES TOTALS FINAL RUN )ON VASE SHEET IO 11 I 40 3 202 Qemova/ of Structure Each /2, Z3, 34,56 3 4 2 3 5 -r Z I 3 202 e17x0v01 of C4rb, 641,0,ler s 64 96 32 I 17 30 1 206 5trIrture Excavot/on Cu. AY 10,12, i34! 2a, 44 A6 ' 395 6Z4 2 25 312 (020 936 316 / l 0 3 206 5tr'41ctu1e 30C&f1// (Chss 2) Cu. Yd. 23•Z8S7 .360 56S 40 132 400 '111 319 209 We t t1n9 M 601. DOH FORM 7 2 / 2 / 209 Woter (Londscaping) Al 004 DOH FORM 7 13 /4 /3 /4 / 46 3 2/6 Sod 49 I /, 000 2,958/000 Z,958 /,958 / zz 3 304 4 re >e Course Go u 304/ 70 200.75 /O 137.15 / 0 .337.90 1 7.9 / �44 3 403 /kit Bituminous ,Pb✓en7er7t(610&/iVEX)(AbUIordtl)a�7/t) Tort 41,42 /S Z9 25 52.95 40 81.95 41.95 r 44 4 / / ,Ci�uid As/�ho/tic Moterro/ (MC-70) Go% 56 3 4 O 66 /00 82 / {26 3 S/4 Pibe ,�illr� Lii/. Ft. 41.49 0 23 26 26 2ro 49 23 I {?a 3 ro0/ Concrete Closs A (Box Cu/VPr>) Cv. Yd 2b 294v �C 0 4.48 73 �3.5 73 �7.98 4.98 / ('e 3 602 PeinfarClyig Steel Lb. 2c).44 0 15 G 1 7,650 1 -7, 850 7650 6,0016 156 1 30 3 603 16ZIK4,�infOrCed CcYxrete Pl,Q6 Lin. Ft. 2e G 6 G 3 603 68 x 43 Irx/7 ,Peir7rb/re& E//40ticb/ Lln. Ft, 13•A, to A,17•A /20 120 /,20 120 r 6 3 603 66x4(3 -Ixh Peir�foir�'CarzrpleFiesEctlew 17-A 2 2 Z Z / {30 3 604 In/et SPBciol (5 Foot) Eoch17 1 f323s 3 608 COrrre>e 6idewo/k DSO. Yo' 40 49'.0 0 4 / 7 2 2 / 7 Z (0 9 / as 3 609 C44-b and Gutter Tyoe 2 (Se&1017 !1-B) L/a. Oct J9 26 4/ 26 4/ /5 1 [32 Jr 609 Curb, GvttBr aro',5WePA7/k Tyoe 2 (,Serhon M9) Lin. ft. &3,4o.59 24 4/ O /8 24 59 35 626 Mobillzotion Lav-%ml 31 050 0.50 0150 0.50 FORCE 4C•COUA17 140/ 4dfiust S6 / 0 / 0 TY�C^^'P'M�'!T OF NI�NwAY. 1 C 1 ®RI� ■ y�T® PEDERAL ROAD CIYI ;IOie OF NIOMMAY$-STATE OF GOLARAOO '@e dal ■i, Ii-� ii A !■ REGION MO. DIVISION PROJECT I [I ED" MOM 123 (MYLAR/ STRUCTURE QUANTITIES l5r I k X SEPT IS Q'�#`rn'DATE 1JI,,,,,,.,,,�a, A�. �a,e I Vlll LOLORADO I /`% 8027( - _ FII+IS 64.11. i1 _ -_ INDEX UNCLASSIFIED EXCAVATION EXCAVATION EXCAVATION STRUCTURE BACKFILL REMOVAL AGGREGATE gA NOpT CONCRETE CONCRETE REINFORCING CURE & GUTTER (TYPE 2) RFINFORCED IN:. E.T CULVERT PIPE $PEG/Ai. ,N. I ('UP. 43 68�+4.j EL/PT/GAL CUBIC YARD NOT! NUMBER OF STRUCTURE �pU gE SURFACING CLASS — PAVEMENT PAVEMENT 1 ORADMI6 SIDEWALK STEEL (¢•MOUN7A BLE wITII SIDEWALK) SECTION MS �EErTf 1Q I OVERT -YPE2 1 L'1'-�' SECT10A CULV. �'G,2F5y EACH MISCELLANEOUS LINEAR FEET N=S.G') eooX PAef sNEET EXCAV. Em DITCH CUBIC YARD CUBIC YARD SQ. YD. CUBIC YARD �8��x 43" EL/PT/CAL EiyCFI F/N+F CL.2 /.44�L EA CN TON TON CL. AL LB. LIN. FT. / 6 t 395 610 360 375 zz .3 60 2 60 1 11 2 1 I 17 3 /4 10 4 4.48 /56 12* 4/ ,2elmve &�%Il feet of Curb, Guffe✓r a/ 'LSU'2� C 23 bn F# Of P,R-l" Z ! 22 = 4 , EA zoo.75 2-4.00 2 TOTAL F Ac G24 58S 4 200.75 29.00 4 4.46 i z?;F'308 —V-7 72-9 P3 73 7850 I I h' 6 Lin. Ft. of Pipe Railing. I 30 ' 3 4: 4 -0- 3 .50 i I + Peg d /8';r 6' eeinf C01r le 'e Aide I 3 z I8 ! 4 zo 55 A64/ gen7ove 40 feet of Curb, 6uttQr arAd 51 d.0 I a IX 1� /37. rS Sz.95 4b o� � z958 I I .Ft. of Sod. 132 3 1.37.15 52.95Le 22 73.5 1850 18 I Q/ --�-- Note Number /0 Re W LbaW 68 "x 4 ?"x 60' RCP E/�ptico/ Cross Cu/.rrt. End Sections of In/et. Remove .30"x6/'CMP 4 /O' coo, /2" RCP (See Prome). 2O Reg, Iolet !oecia/ (H= 2.5') Connected to South 68"x43" Cross Culvert (See Detail). Rel mw exbt; v /n/et. O3 a/ Re "d Approximate/y 24 C/n. Ft. Curb & Gader (Type 2) (Sectorr MS). ® 200.15 Req'd -&F Tons of Aggrregote Base Course & /e0 Tons of- Not Bitum/nw3 Poveme �y. to rgmhr roodwo 29.00 x x x ."1-6/' CM d Ir�.11 I , I P AS CONSTRUCTED _ ffi - M 8027 (2) 15 6AN Noje,"ea- \4, . _ _ . _ REVISED -- \ql5 x GENERAL NOTES PIPE JOINTING MATERIALS SHALL CONFORM TO THE PIPE MANUFACTURER'S SPECIFICATIONS WHERE IT IS NECESSARY TO REMOVE EXISTING PAVEMENT FOR CONSTRUCTION THE CONTRACTOR SHALL REPLACE IT WITH A MINIMUM 10" BASE AND 2" x ASPHALTIC MAT. THE DETOUR FOR THIS PROJECT WILL BE DESIGNATED BY THE CITY OF FT. COLLINS ENGINEER. FOR PRELIMINARY PLAN QUANTITIES OF BITUMINOUS MATERIALS, THE FOLLOWING RATES OF APPLICATION WERE USED: PRIME COAT @ 0.30 GALS. PER SO. YD. RATES OF APPLICATION SHALL BE AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION. (THIS NOTE APPLIES TO SITE N0. 2 ALSO.) I I I Z x -�- x x X I I � I I i}ppxox Limits aF � L—� I I � I Povsment Rea'are�nt I I I I I I I I I I i i HOUSE I I If I I li I I I ao, ao 5. TAFT WILL ROAD B. M. SWCC Taft H/// Rd A Plum Sr — Elev 5070.75 5070 Edge of Existing Pavement 5068 I Ex/sti7g 001,7el — — _ — — Existing 30'x 61' CMP 5064 Existing 12" Cont. Piipe ------ --- 5062 Int�rl 6LSS 0.68 9, — �— � Invert 61.09— --- 5060 SITE N° / Taft Hill Rood Adjacent To ,Bethel Baptist ChurCh 2+-00 /r.Sb /100 OtSO West Oo-00 East 01,50 /+00 1+-S'o 21,00 i Note Ng /� He& Double 6'x4'X62'CBC (Type 6-6-A) with Hohdrtr/s & Curb, Gutter; & Si*Kn/k to be Poured mo11o/i7hically with top of CBC (See Details). 1 i; Ili I Flease 24 Lin. Ft. of 8" Soaitnr/� .Sewer in I III 1 concrete in Aw of CBC (G400nktles for I III encosement induoL-d in Concrete Class A). I III S a[ �X ��i♦�-00 R.QW. I late N12 ZO 14e7'd In/et S cia/ 0 3 s'), offset 6' ' ^ "'° ^« I I „II} ' North Of CBC Lt skc with /a"x 6' RCP (x connecting to CBC (see Detail). I iia+ ro e'"O' Yq Req'd: Provide smooth coo wtian from existing curb, yuttrr sioewv/k to match the I "^� i + some on top of CbC, 0-5 directed. NOTE CUR&GILT TER,& WALX Ito C I 1 BE POURED MONOLITHICALLY OF TH IU WITH THE TOP OF THE BOX, I �i 2Zs:j �I _ I � .,a[.. FI i:.iis.m .w LXK �r �aru �i I . L c I RAILING DETAIL (TYP) DETAIL'i1" I SD R.aw. SCALE 11;/,.4- '-0" (TYP EACH END) (a ,rmu SCALE '1/4'.=V-0- (0, gi 1) AEG/0N A �I DIV1310N PROD. NO SHEET NJ Sk ij LR—f t 7 14 76 R..6 M. Relocate Gas Lina Note NQ ® R,r,mvr approximately�-'of Curb, Gutter -- I II I) 3 Sidervo/k On East end CBC. M. COLORDOLA 80Z7 (2) 6 GENERAL NOTES h of yy 1�4 Re aCB with ' Of Curb, Gutter d EXISTING 1. CONTRACTOR IS TO FEILD VERIFY THE LOCATION OF ALL EXISTING INLET 41 11 ldewo/ pee eta// maw). Pro✓ide s xh connection UTILITIES I II from ex/stiny Curb, qutter, 6 sidewalk to match the 2, DOUBLE 6'X4'X62C B.0 TO BE CONSTRUCTED ACCORDING TO STD. M-G01-BC2 OF THE OOLORADD STATE DEPT OF HIGHWAYS TO TO STD M-GO1-WW •5,7Me an tOp of CBC` as dlrectea' - 3. WINGWALLS BE CONSTRUCTED ACCORDING OF THE COLORADO STATE DEPT OF HIGHWAYS ,II I�I ( CITY OF FORT COLLINS) 4, THE SPECIFICATIONS APPLICABLE TO THIS JOB ARE THE"STANDARD SPECIRCATIONS FOR ROAD 6 BRIDGE CONSTRUCTION" OF THE nl COLORADO STATE DEPT. OF HIGHWAYS t(� M Note NQ S R d� Connect exlst/nq /2"14CP to CBC. Remove III 0 e11 3 SOD WILL BE REQUIRED TO REPLACE ALL GRASS STRIPPED DURING CONSTRUCTION. P W� 24 Lin Ft. d� /2' RC /rJ area/ of c02541rXCti011. ''I 4 ( I I � 3i 11 N a[,K�r[y4 ,w' a ie eYai wr pe '� `\\ .►.�f s.rx�a 7. STRJCTURE BACKFILL MATERIAL SHALL BE CLASS II. BACKFILL ✓t II M x.n[« , , III / MATERIAL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHO T 180, MODIFIED PROCTOR • j O / ��/ ---�-I DENSITY. ' ✓' ! ''k V- 8 BENCHMARK N.ECC TAFT HILL ROAD& CLEARVIEW AVE. ELE506&2B _ c,wn a �I) �aryi,ri�viv J� 9 CONTRACTOR IS TO ADJUST SPRINKLER SYSTEM AS NECESSARY THE WORN SHALL BE COORDINATED WITH THE PARKS AND .:�L �1T i RECREATION DEPT OF THE CJT OF FORT COLLINS. O ' - SurrvEv LINE (ft 30" C.M.P. EXTENDED) T -- - 10. THE DETOUR FOR TNSS PROJECT PILL BE DESIGNATED RT THE CITY OF FT. COLA NS Ek G WEER. } �d�YP.I 11. WETTING f0R SURFACING IS ESTIMATED AT 2 M GALS. 12. IT IS ESTIMATED 13 N 6AL5 OF WE TTIN6 WILL BE REOIIIP.ED. go (LANDSCAPING) rr,.. AScpp��ee(MNUCHD nre----------- EIi Q OAti ;III + Note NQ © Remove existinq 30"x60' CMP after CBC jl ! is completed. ,Note Ng Q Regqd &-)?. Tons of Aggregote Bose Course VARIES Iy Tons 0f Hot B%tl/mi/AbUS Povl°lr,1617t to 2' -13' ) fI i _'2.Y5-%14pair, t,O�ry TYPICAL CHANNEL IMPROVEMENT SECTION Y58 Note N° ® Refid approximately f6BB SQ. Ft, of Sod to N r s rep&e gross trgrwa f.-om rarstruction wo-* oreo. m e i F w 5070 °o $ ao m 'P S Y O J � 5068 W W SEE DETAIL •A`-' % 5OW r-- 5064 _ I t6"TELE. M ELEV. S062A2 I CONDUIT EXISTING FL CHANNEL I EXIST. 30`GM. —"L— SLOOPE 0.50%_ 5062 --- & • SAN SEWS W 5060 ELEV 508D.6/ ''TELE Li CONDUIT u BOX IS TO BE SYMMETRII ABOUT 4 OF STREET SECTION A -A PR.IASf coA7 2 7' 11 is, WEST I VARIES) _ EAST (23') 2.6" 2 1 MAk. 0'SE c0u�A Ty Sr f b//Y send Sty/e r, 7,7 B C �6 eiw'/t7a/k (TYP) PAVEMENT SECTION LTS I 1 INV ELEV. 5061.92 EXGVA'E TEMPORARY CHANNEL AT CIB'3•/. TO DAYLIGHT 2.00 1.50 1-00 0.50 0*00 0.50 1.00 1.50 2.00 WEST I EA ST Alaleria/ sapara* ctxvses of fir° �Pi//owi/q appv)oX/me%ra/k4,0I9r u^p. yd /,b/ 2i/um1170u5 A?fYgMLOMA 220 LA5 per 2'1*cE Agg1Vqa* Base Course 050 Tests per/O thick The ra/es 5AJw/1 Juke bem delmminEd fm,77 infa-1,74AW available of The hme of desiyn• 2a/es sfrxO be a lusted during9 ccvls/ruction /o abfai//. r7 W ar°sred7Prvx ate fhlckness. 0&%e noes FjO#y In Si/e " 1 also) CITY Of FORT COLLINS, COLORADO ENGINEERING DIVISION DOUBLE 6'x 4'X62' C.BC Milne. AT S. TAFT HILL ROAD DNA- & S. OF CLEARVIEW AVID e H SCALE 1 • 2 H-1-20 M-100-A for STANDARD SYMBOLS STATE DEPARTMENT OF HIGHWAYS DIVISION OF HIGHWAYS --STATE OF COLORADO PLAN AND PROFILE OF PROPOSED FEDERAL AID PROJECT NO. M 8027(2) TAFT HILL RD. LARIMER COUNTY CITY OF FORT COLLINS SCALES OF ORIGINAL DRAWINGS ON PLAN, ( I IN - 20 FT ON PROFILE { IN = 20 FT HORIZONTAL l I IN 2 FT VERTICAL GRADE LINE ON PROFILE IS SHOWN AS GRADE OF FINISHED ROAD R69W c r ic V i T 6 N r AR✓R•i%,I 16%f--g11V jVa e O r C • • r • SHEET NO z 3 4 5 6 Nl-l00-A M-X6-AA M-500-A M-601-BC2 M-60/-WW M-603-CA M-60-7-RC M-609-A M-6/4-TB S-614-5'eA FEDERAL ROAD REGION NO DIVISION PROJECT NO SHEET NO ffi COLORADO M 802 7 2) l AS cp ► T V--1-a INDEX OF SHEETS R[`j--Lb DATE No „ s title Page, Sketch Mop, Index ar Sheets Summary of Aporoximote Quantities List of Structures Detn/l of Inlet &,Oeciol Alignment P/on and Profile of Site /and Genera/No,`es A119171nent Plan and /31964 of Site 2, Ty�olcal Seef1o17, De fd./ and Genera l /✓ofes 5TAMOARO5 Standard 9yMD014 S_ 73 ExcoVotion & Backfill for Structures (2 Sheets) 4-9-74 Letters & Figures for Structure Numbers 3-2e-Y Double Concrete Box Culvert 9-9-74 Wingwnl/s for Concrete Box Culverts Concrete & Metal End Sections 6-zs-ir Reinforced Concrete Pipe 8-09-72 . Curbs & tatters 5--7-71 Traffic Signing for H13x4wpy Construction (3 Sheets) ii-z2ai Barr;codes, Drums, & Verticol Ponel 1havw1l rI 9 Devices 12-4-74 r /!s eo�sf�.icled �✓ /Ptvisions Sheet 04 CONTRACTOR Fes_ C.,.,... Y .i T ENGINEER V lProteeMr-He�eM I PROJECT STARTED PROJECT COMPLFTED \4 IS AS CONSTRUCTED PLANS APFROVED,�e*Efr' TITLE DATE RII_M DIVISION OF HIGHWAYS APPROVED CHIEF NGI} EER DATE DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION APPROVED DATE DIVISION ENGINEER I SUMMARY OF APPROXIMATE QUANTITIES CONTRACT ITEM UNIT L6(a TOTALSFl�t;�L nluMaca SITE 1 emnva/ of Structure Each /2, 23, 3c,54 3 4 917)OIro/ of Qrb, 6 t r / 3 4 10,12, 239y Mucture Excavation Cu. xy 28,44,5b ' 396 6Z4 truc ture Bockfi// (C/Oss 2) Cu. Yo! ?3.2A• 37 3 6 0 SBS e t tIng Af 601 DOH fORM 7 :7ter (Londscap1n9) M Ga/. 00H Fate 7 )d c5q. At 49 re to 905,4 Cou C/o u 30.41 70 200.75 it Bituminous �buement�G/cdi/,� EX)(.CEai/o�il3a�b/t) Ton 4/.42 /5 29 ?mid AS/Oho/tic Moter-io/ rMC-70) cue Ebi/lrx� Go/ Li��. Ft. 56 4i. a9 i 34 0 0 23 Y'K/'ete C/055 .4 (BOX CU/✓P/t) VIZfcv-Clliq 6fee/ Cu. yd Lb. 126 2944,5c,.'; Z 9,44 O 0 4.48 15 � I/,eb,L�i?ln,"Orcee Caxrefe Plus 3x43CoIx-m& oioe E//�ticb/ Lin. Ft. L/n.Ft. 28 13•A,1(.•A,17•n /20 120 Ix43I/xh eL-11;kvrqy Ca,)r12q* 67d Sec,01,ah E//Pfico/ /et 5peciol (6 Foot) Eoch Eocb /7-n zz.ze 2 2 ✓7c/efe 9/deWO/k rb 0,)d Gutter Tyoe 2 (SKtior7 II-B) 15q. YO.' Lia. Ft #0 49.0 39 0 4 mob, Gufter 017e "er vl t Type 2 rSechon MS) obi/izotion L/n. Ft. Lu oSum za,ao.59 31 24 050 4/ 0.50 FORCE 4CCOUA17 /ust U/xer�/rwnd �Yi/7.�/e/' �Sfem Lcvnpduof Sb 1 .225 I 312 40 132 2 I /3 /¢ /, 000 2,958 /O 137.15 25 52.95 66 8 2 26 26 73 '73.5 7, 850 i ', 850 /7 ZZ 26 4/ O /8 0,50 0.50 /1 a w�e.c wu urw w ONIS*N MOI. NO. . .- ■. rota sum MOUDO M 8027(2) 2 PROJECT PROJECT OVER UNDER TOTALS F IN N� auN auN 5 '7 I Z 620 93/a 31/c 400 111 311 2 / /000 2,958 1,958 180 337.90 /57.9 40 81.95 4/.9S /00 82. 2r0 49 23 73 -77.98 4.98 7850 8, 00to 1,54; Co 6 lzo 120 2 z 2 Z /7 ZG 9 2G 4/ /S 24 59 35 / 1 0 18 fT OF HIOMAYS �� C4�ISTR ICT D MYLAR) ESE- FEDERAL ROAD S � DIVISION PROJECT N0. NEET 1-9TA7E Of COLORADD STRUCTURE QUA1 'w\!jITI\TES R�� REGIOF RO ISHb/1TE wout",, \4 \ylS I Vill I COLORADO I M 8027(2) 3 UNCLASSIFIED EXCAVATION STRUCTURE EXCAVATION STRUCTURE REMOVAL AGGREGATE pS� OURS MOT ITUMINOl1S CD NC RETE CONCRETE REINFORCINg CURB & GUTTER iTYPE 2) RRIkFORCIFD CULVERT PIPE INLE. SPEC/Ai. "H" I r-u'-B I x Fib" 43 EL/PT/GAL tACKFILL OF STRUCTURE SURFACING PAVE.NENT SIDEWALK STEEL (4'MOUNTABLE WITH SIDEWALK) OVER r Gvr rR LMD LECT XXE TYPE 2 � MISCELLANEOUS CUBIC YARD LINEAR FEET H-5.U° � CUBIC YARD CUBIC YARD SQ. YD. CUMC YARD X 3"" EL/PT/CAL 6B"� ¢ £faCPl NOTE NUMBER CLASS i ) — GRADING X) €- SECTION MS CULV.(�G.IIlS,r EACH f/Ns4L EXCAV. EY0. DITCH 1: CiyA CL. Z /NnI[ EACH TON TON CL A LL LIN. FT. F/NAL' Eiti � Fj Fi4'At F/NAt , i ��� 1 395 610 3S8 575 ig 3 60 2 60 2 I _ 3 /4 /0 4 4A8 156 X2* 41 ,eP1mve &A4 AeetOf Curb, 6U1&r a1Zl',5kL-MV1k 2-3 Ln Ft J Plat, R-hnl k O Z p N 4i y 2-00.75 7-9.00 K TOTAL F .9c 1024 isas 4 200.75 29.00 4 4.4a 1S6 41 12C l Z TO 7-A L 335 36# -4 44 1 ZMF 308 S-7 iZ9 P3 73 7B5-0 Z6 Lin. Ft. of Pipe Railing. I 3 4 3 •50 / Peq fi. /er (o ' .Qe%nf COrxre* Dloe 3 Z 18 A p7 Z0 A64/ 55 Rerrrove 40 feet of CUAb, GuttOr and Sidewa/ke 6 7 g G958 W i '5y. Ft. of Sod. 70TA1 ---- -- 3 - /.37./5 52.95 -- - 22. 73.5 1850 18 i Q! rC TA,_ a- i I7100-A for,.�TANDARD SYMBOLS Xr (� C. S� C d t STATE D E' FE°EAA AWD DIVISION PROJECT NO SHEET A R T M E N T O F HIGHWAYS°I°� NO 49C COLORADO /y 802 7(2� / DIVISION OF HIGHWAYS --STATE OF COLOR DO INDEX OFF SHEETS PLAN AND PROFILE OF PROPOSED SMEEt NO / 17/e Po9e, Sketch Mop, I/�dex c� Sheets FEDERAL AID PROJECT NO. M 8027(2) 2 Su"/nary of 44oroxlM0te QuontJries TAFT HILL R D. 3 list of 3tr4xture5 LARIMER COUNTY Ds�/1 of Inlet e�1o/II CITY OF FORT Ali pnment Plan and Aw-lle ae S/te / osd Genera/,t/o s COLLINSC O L L 1 N 6 A/iyninewe ,� and 4o,017e of Site 2, Tyoaa/ 8eebo,7, Defa�/ and 6Pnerd/ Notes SCALES OF ORIGINAL DRAWINGS ON PLAN. I IN - 20 FT STANU�4�b5 ON PROFILE I IN 20 FT HORIZONTAL IN = 2 FT VERTICAL M-100-A Standard Sy/nbo/! GRADE LINE ON PROFILE IS SHOWN AS GRADE Of FINISHED ROAD S--//-7� y R69W t .......�... 16%f i wryer 1 ; 3 � i M-M6-AA Excavotlon d Bockf/ll for Structures <2 Sheets) -s-n+ M-5m A Lettrrs 6 Figures for Structure Num4ers j.za.n M-601-BC2 . Doubte Concrete Box Culvert M-60/-WW Wingwnlls for Cacrete Box Culverts M-603-CA Caocrete d Metal End Sectiaas M-e03-RC Reinforced Concrete Pipe M-609-A Curbs d Battens S-> 7/ 4f-6/4-rB Traffic 51pin9 for Highway Construction (3 SAeets) a-t2a1 5-614-52A 84rrrica0es, DVms, d Vertical Ponel Channelirle Devices /2-*-a/ T 6 N i DIVISION OF HIGHWAYS APPROVED h-24., d, h Co- F/u CHIEF E "GI74EER DATE DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY' ADMINISTRATION APPROVED OATE DIVISION ENGINEER C I —v�