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SPRING CREEK BRIDGE AT SOUTH SHIELDS STREET - Filed BC-BRIDGES & CULVERTS - 2004-12-30
Page is too large to OCR. r xs h Strucfure 1� D E B Roadway ---- A A , D.-v� EEj PLAN =1. 16.53- E1. 16.50 E1, 16.41 E1.15.15 E1.15.12 E1.11.82 ------ El.11.87 - - ----- El.D6.36 --------- EI.05.83 Locvhor: for 12"r I?- R ("v!Vcr for WO 6-n wpi M bi ;Ffivched fo R by ofhirs, Set defods above EL 16.48 Ef. 12A �- � Structure SECTION A -A El. 16.53 Ef. 16 44 EL12.2o�\ El.15.56- _I. 16.23 El. 11.74 05.70 EL 16.48 —E1. 15.59 ------- - ------ --ELf2.5f --- El. 06.14 E1.06.22 E1.O6.27 E1.06.80 `'- � Structure SECTION S-B T\I ME 4-'r8 — 0 M SECTION D-D SECTION C-C acing Steel 17 t Dwg, No.B� DIVISION SMEE* Recrop wo moe. MO xo sKEE1s co<oRn� M 802511) 9 T�p•V Q E V t 5 101 S 0 �� O Nofe- For Reinforcing Steei In rhis SecfronE See Drawings Numbered 8f and 3 4 . ivurc,- uuncrere = 5.4/2 Cu. Ydz.I LIn Ft 8" SECTION E-E 74 o � � P 0"(Max.), -- R V.,", IYE NO end undid studs Pure Qr7AIL Ga/yanr�c aHer LSi-o"_ @ 9, faAricdtion. forcing Sfee1 in See Dwg, No, B S. DIVISION OF HIGHWAYS MULTIPLE BOX CULVERT' AND BIKEWAY Grovrno ste is r n 5 p a h r Newatu�ia tl'rkaei B � � r R.wp�_Exrry Dc✓/c,ss EhNCrroTA�.e UQs J.1WLL B6 EA4N9N/Z.sO 159=r e noN ZvAv ErD.oNCS WtrN 7E ,5'06C/F/CAT/ONS , .5, �'�lgSUK60 1,9- /"q/O fM J.N HCCOROgNCE c r/o/v so 9 1" '8i "48"E'C,4760IN S.Ecrion/S of 2PANGcs M�/v a'// X, N.9NORR/L D.ETl9/L = Rn�n- —_— LD°Y cons L/GNT QET/9/ For sldewa/k a F/'/l, cruantity see �Oadway P/dns. a _ �LEV4. TgraN %% o F0,4 Lce'ar/on/ SeE dr..c No B 2 • [1 /� [1 (� f0//•P Cara lGrirrs,e M6NOL/TN/C J -J y✓/FN S.CgQ M // �V - - - - - - - "�_ - - ,r_,RY cam✓,- �FOK ZOC,07-10N REC685E0 iJU6/NC F04/GNr `/yrU�6 OF A*/64 Sp RCH /2 "Sgr✓q.�Q x GS/B" Dccp S� � NoB� H.r . Sr�ass ,C6 s� T�rceier.ox Sces� Ctarr/.ee h'38 �M/P DX .CArrP .Q9Y L/GNT Ow-r, ,[JAY ONLY CONT/NUOUS Z GNT ON CO- T/NUOU6 Qqy y/�G,yT s¢ 2 R[GrOM W. OAVtS'/py. Pill" MD, T-L wT slaaTs �mr �� M802s1/J /O r REVISIONS /9/V0H0/ ,9G.E DE-Tq/,L D.Er/9/c O DIVISION OF HIGHWAYS QET.9/L S ,'Cont)' ;KEW ANGLE W GO- 59• to are a7 07 *8 *e 1 *9 r each headwall. HEADWALL � TOEWALL OUANTIT FS f_BAR SIZE APMOx. puANis. FOR_oN_r HEADWALL f TDEVxALL 0 LBS, PER LINEAR FT. 15 ---- 5 6 18 21- 7 8 25_ 9 29 COM-Mle - 0.085cuyds/lin. ff. _, A d Deduct 0.049 cuyd. Concrete and 3.4lb. Relnf. from these quonliNes when 071XT bAprallsspecARad. 1 Includss off Heodwoff and roewoll reinforcing. DIMENSIONS � QUANTITIES HEIGHT H SLAB T WALL W BAR SIZE SPACING No. Bars I 0 U A N T I T I E S for One Iin. ftofBox Vt Wt CONCRETE cu. yds. STEEL Ibs Slze Spo. Size Spa. U1 8' 8' "6 a *4 I 8" 16__0,4e P8__ 90 - �.53J _ 0.579 __45.3 48.7 52.0 5 OW B- *6 8" *4 6- J 0.300 45.5 4 16 20 _ 0.549 0.5919 48.8 -- 52.2 8' *6 a *4 B" 20 0.605 -_ 0.654 5_4.7 22 58.1 Ar-0.70A P6 O.YS_3 - 6J.* 64.9 4' 10' 8' *7 6" *5 B' 20 0.671 72.4 EF 22 O•N_V a-77 8 D -9 _81.4 85.9 4' 9' 9' *6 7' *4 7' PP 0.720 68.e 71.9 4 O.P76 26 28 _ .83P O.B87 75.5 78.P 4 100 y- *7 8' *5 a 2? P4 0.772 _0.B27 81.0 85.5 90.0 94.5 26 P6 0.883 TJ.S'�8 7 ,1'' 9' W7 7' *5 7' 22 0.826 91.1 - -96.0 ioio 24 _ 28 0.861_-- o.93r 0.33? 106.0 4' 9w 10r x6 7' *4 7' 24 P6 P8 0.844 _ O.905 0.96E 1.089-- 75.8 - 83 P -90.5 32 !lift' w, *7 7" *5 7' 24 0.953 100.9 26 _ 7.OP5_- 105.9 PB 30 L-Ofr6 JJoB 115.8 32 _I.148__ 1.210 1-00.8 Arw 'I0' 4r7 6" 5 6' 24 29 J,023 1.14,S J.040 -110b__ _ !. 176 1,174 115.8 1?6.9 _ AV.7 _ 18 - 30_ 3P _ 28 *78- *5 B" _107.1_ _111.6 12" It- '7 6' *5 6' 151 7 30 J_S^ 137.5 3? 34 7. tin 1.3id - 143.1 148.6 36 F8 _ 50 3P /. _ 3 : ' - _ �11'- 1.4tif 1.P6D _ �. /.354 1.48l 1 1542 J50.4 1:569 14' IC *8 7- 06 7' • T {_ 178.6 IOT.T I_11.0 1l7.B - .76 3Y 34 XDV I2' *7 8 *4 3 -- 7l� F I n ! II d 9 eel _ "a own � � Dlv�s�oH Mal no. � �.. i..-,�`it-_ i T1 _ _ i SEPTEMBE'R 9, 1974) W � co-okoo Ill 8025(0 l / B '4 V/ bors REVISIONS_ - Do not use fhi s headwall o'elail, See Dur9,No. 8 3 ^- - -j- for new devil i Length of Concro Ie Box Culvert - +►+- A_ / PLAN // cavort Skew Angle i HEIGHT OF FILL ALLOWED ft. TYPE SPAN S HEIGHT H SLAB T WALL W BAR SIZE SPACING No. Bars d 0 U A N T I T I E S for One 11n. ft. of Box Vt Wt CONCRETE cu.yds. STEEL Ibe. Size Spa. Size Spa. Ut 108 ,O' 6 7' le W' *7 7' *5 70 1 6" 130.4 5410 1147 a 9 36 140,4 1.5 1 145.3 Ib 40 1.685 150.3 16 IOC 10, 6' 14' le *8 8' ie6 8- se 1,518 50.7 6 36 1666 161.593 5 10 38 1,741 1684 40 l.B /5 174.3 5 11A 11' II' Le *7 e *4 T" 1 i7 JP .6 36 1.441 132.2 38 1,5/5 1359 10L 40 1.589 139.E 42 1 1.884 /43. f 9 1/B Il' 12'V le 8 8s *5 8' 1.490 14 8 6 J. J 2 3e 1.638 157J 1 40 4712 161.8 42 1,783 166.4 13 11C 1!' l4` 12' *7 6' *5 6- 34 1.608 J 9 1 40I /8d0 1170.7 76,P 4P 1.004 181.8 5 12A 12'*'o 6' 12- 12' r7 70 *4 >" 36 1. P5 137 141.0 O ; 573 1.747 148.4 44 1.82f 15e.0 10 wo 12' 6' /4` to *8 7- •5 7' 1,697 t77.7 B 400 72 1.7 6 187.7 42 1 IWO 19PO f0 1994 197.6 4 15A 13' Xhz' le *7. 7' *4 7' 38 L645 146.0 AFE 42 %794 153.3 44 1.868 151.0 10 40--. - .7 8 138 13' he f2' *8 7' *5 7' 38 1.787 188.4 40 1951 1.93-4 44 G009 103.3 46 2.083 208.2 4 14A 14'fo, 15V w, IV* 8` *5 B' 40 IX27 177. P f 44 TA 1M.2 46 2.049 190.7 48 2.IP3 195.t B 148 14' 15- 72' ** 7' *5 7' 40 1 95 42 2P49 r04 5 44 JP3 209.4 9 10 46 4198 Z14.4 48 P.P7O P/9.4 /o a s 8' r3' 9V2" la" 46 7w -44 7' 32 Ste Dwy, A10, B 9 90.5 r" 1 At7 T..• Size and spacing for V/ E W/ bars is show» in Tobte. *4 (Cont) of 1 0' -f-ban j :,t.''..:•. .- - 2'c/r. (ConLJ H W/ bars V/ bon P'dc- )WKey(5pj U/ burs, *4 of t bars (Cont) a# four sides, (COW i� 0" *4 (CoM.I *4 rat /' o' OeMte ffhfs porNar when Caterote Apron is sp4clf/ed } SECTION A -A GENERAL NOTES A// work shot/ b* done /a oetordoncs w/fh Aid Standard specfflcat/offs emlicobfe fo Me projsef. Aff concrwAr shall be Class W (Box Cu/vert). A// construcflon job,h shtwl be Mnrorrgh/y atsarusdbo w deah conerwfe /s pourrd C~5,i+rlfan jd✓nft shall be spored of 35foot n mC. cooftY and shall extend through M# effort erossserflon offh* Box Culvert, Splice quont/ ies for Adngf&Wmn/ bars oar not /nrfudtyd. DESJ6N DATA: AASHTO, f9?5, Unit Stress".. fs - Z0,000 psf fe - /,POO psi n - 10 DE37CN CRITERJA: Co/►srf in Irench on u rlrle/dingr> orcah vnfl rwW on y/*AWng rfion. For cu/wrls on piles or rock foundathwM sp*clal dew/gn will be regllred. LOADIMB DATA: Live Lood - AASHTO, Hs 20-44 Dead Loud Eorfk Load - 84/bs./Au ff. Fgtev utenf Raid prsssnry - 3010s,/cu t7. The m/nimum sp ev Iengfh for common bor em shot/ br.. BAR SIZE *4 85 #6 'r7 *0 r9 splice LEAWM Ke )I-e f-e Z=r 3'-o' s=C- All exposed COMWS an conc,`*te shoo b* chm IAWPO' 4f wwL Few eewooec_r, O Ovrs.ai /nee OAWeu. .SEr Z2WC. e6 - SECTION B-B DEPARTMLNI OF HIGHWAYS STATE OF COLORAOO DIVISION OF HIGHWAYS SINGLE CNC . , M BOX i; IVIFRT Designed by ✓ E s I Approved byq�pre, Made by ✓ R B 4 Bridge Ceptm x %hi3 ro C�Cf on l ct+.etced by J q E I vote-, set V t Q U A N T I T I E S SIZE 8 OF BARS SPACING OF BARS NO.BARS REQ'D. QUANTITIES for One Lin. Ft.&Box Y1 or V3 V W1 Ut CONCRLTE Cu. yds. STEEL Lbs. " R7 7% 15" 136 2.948 408.9 15' 148 3,207 425.6 1/' 160 3.467 449.1 " #4 7" 15 136 3.156 346..4 72' 148 3.415 369.0 8. 160 3.647 398.6 " #4 5" 15" l36 148 3,363 4125 3.622 439.9 _ _9 6" 160 3.881 475.1 15 15S 3.581 513.9 15" 168 3,841 530.6 l / /BO 4.100 554.3 75 156 3.948 477.1 /2 8" 15" .9 168 _ 180 4.207 4.467 497.8 527.E " #4 5" _ _ 156 _ 168 _4.315_ 4.574 515.6 543.5 _ 180 4.833 579.1 _ j " 04 _h 15" 176 _ IBB _4.430 4.689 4.948 626.6 643.3 lO" 200 669.8 5" 15 /,? " 176 4.852 583.9 I88 -5.11 J 604.8 8' 200 1 5,370 634.7 p" #4 4" 15" 176 697.3 9_ 6" _ 188 _5.270 5.530 725.4 -200--- 5.789 761.3 174 ^ Hain 6-?3.10 TOTAL LENGTH 1, '9 I 1S2--� 2.ftm ?6S1 31-r 2m 2T-4" l L - m� n ri - A wo_U_S ) =W ANGLE 5� 59° to 45° " -T s 7 - --08- p9 HEADWALL ( TOEWALL Q U A N T I TIES t-BAR SIZE APPROX.AQUANTS. FOR ONE HEADWALL TOEWALL ak LBS. PER LIN. FT. 5 - 17 6 21 7 26 B 31 9 38 Concrete" 0..085a<yds//inN. SECTION Q - A (SEPTEMBER 9, 1974 ) L " Length of Cu/wrt 4O&Y-e .� Ale) to Do not use thrs he9d tudll retail. See D,w7 No'e 3forneU 4" II ►1 4" 1p / "I` Includes a// Headwall and Toewoll reinforcing. Deduct 0.049 cu. yd. Concrete and 3.4 /b. Reinf. S1ee1 ham these quantifies when Concrete . Apron is specified. *4 bars. (Cont) &A,rcvo W/ BN.CS 41vo /900 /900'no"Al. UISARS SECTION B - B f: bars (Cant.) (J1 (Cont 3�¢x1VA (Typ/C00 -Wt W2 FOlP I�6/NFOR[/NG STLLL O•r parr/os F,erc O.+.C%t Saw .Dwr- /✓D BG (Cont) '-04 rot 1�0' I I Delete this portion when Concrete Apr a specified. n ,B `3"C/i `- PLAN i E IW E R A L All work shall be done /n accordance with fheStandard Specifications appl/cable to the proJett. All concrete shall be Class 'A" (Box Culvert). All construct/an Joints shall be thoroughly eleaned before fresh concrete is poured. Construction Joints shall be spaced of 35 foot max. centers and shol/ extend through the entire cross section of hbe Box Culvert. Splice quantifies for long/tud/no/ bars are not Included. DESIGN DATA: AASNTO, 1973, unit Stresses., Js + 20,000 ps/ fe + 1, 20o ps/ n + 10 LEGEND FOR SECTION E-B $ PLAN: + VI Bars + VZ Bars Size a Spacing + V3 Bars Shown /n Tab/e. e e e + V4 Bars -►+�-►*-.- + W/ ears, *5, spoe/ng in Tob/e -+. *"!P- = W2 Bars, ' 4 of 1-0" • • • • + UI Bars, *4 at ILO", (Conn r[D[•AL ROAD DIVISION MIOJ NO. Tore R[NON ND. no. fN[[T1 ffi I COLORADO 1 / / �,.7 BOL 5(l /,? REVISIONSn■ _ 1"cm 2'eir. i H ' W2 Wi 9' 2'c/r. S1 -1'O' -L V4 Vi V3 V2 77 / Culvert _ _ Q ng,* ofNeadwall _� = -�-i - N O T E S DESIGN CR/TERJA: Culvert in french on unyielding subgrode, or culvert unh»nched on yielding foundation. For culverts on piles or rock foundafions, spec/o/ des/gn w1/1 be requ/red" LOADING DATA: Live Lood + AASNTO, NS PO-44 Deod Load + Earth Lood + 84 /bs/cu. ff. Equiv. Fluid Pressure • 30 /bs/cu ft The minimum splice length for common bar sizes shall be: BAR SIZE *4 *5 *6 *7 *8 *9 SPLICE LENGTH /-0' 14' 1=8" 2=3" 3=0" A// exposed corners on concrete shall be chamfered 514". Ala, 8 5 Of J DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS TRIPLE CONCRETE BOX CULVERT Designed by ✓ES Approved by IC Made by ✓R1 Bridge En Checked by ✓RE Date: Sept. 9, R/,.E ROCKBr �f ;I %PUUNO �/NE 1 1 ' EXAV dT. M.vr2. e8 'O" _ 3'7, 3'7�" 327 YQ' , oo6.7d *7 eAvr. O �x /S'O" I i "'7X f5'O"LONG LD/w NORTH EAST WING e •4'/O%2• 3'3" 3-'3- .3'.3- 3"3- ,3'3' 4'/O%&" El SO/G•4B - — - O 12 Caing for gat 1 r (by o�hrrt?(tyl 8'b 6as plpr(7yp 77�o� s7Co rr. �xBQ" x I X -7x 8 o"Lo.c SONG �• lei ai[fr IOTIR �eof Pwa Porgy PEC.IOM ND. DIVi510N PFOJ.ID. � Wit mm CAIOPADO rieo2sl�� /3 //�� - PEYISEO.Iii l= E/ SD/G. 53 <= ,EXPN l/7' MIiTc � 0 /n" ' Ec SO176. D SOUTH E937- W/NG t_ '� ✓o/B X b' FO.r /%00, T/ONNG G/r Tq/LSf D/NE/J.C/ONS �/O /�/NLOlC/n.G - Nor Snow✓ HERE Sm Dwa No B-0- Of .8L r.G/Nioecl,vG ON 774/5 SNaa r IS IN /900/ T ON 75 %NqT ,SEE O,ve /Yo e 9 "Be $ l b I!iN,ervS/art mow" GIN Daw. B 9 k' D�ry/c of Tot �/4StEL Q�o,tt QPXi,C /fE�tE FOIC s� BX+,r x 3=0",CavG TYY. .CA.. P/t ff NORTH WE'S r WING f/ Qv7rexzO LES f P/.CE /`%/✓CHO)-r D,-TR/G DIVISION OF HIGHWAYS WING WFiLLS Designer �/ G,eRv/Na Struo. Deta, D. BOLT NmoDera Drow ng Ntmdxr' & 7 , of / 2 Dra Re — Dees - ;Y, eimnr�ry Stage my icuF w.0 uc,.,u avnuoh r�na wo. ran mTK �eokw wo ■s, �rrn corn^ M8025(/ j /4 ¢¢'O� _ Q3=/O -76" 3'O•/610` /310" 4'/OS78. rl T- \ I�1�- -� pia j =p" /220" /220 Q'D' 3'/Ov" alo /2-'O` SOUTH .EAST WING WALL I'MrlNC SOUTH WE5T W/NG WALL FOOT/NG F:.f7N i_ S"O" _ Aflo" 1 NORTH EAST WING WALL FOOT/NG PLAN + L .3-'G' 4'G' NORTH WEST W NG W.91 k FOOTING /LATE 1%4 8,977S.CED Pass A,es 41 Tvp1C qL t DIVISION OF HIGHWAYS WING Wi941- FOOT/NG I7 V,0 P/LING PL19A/ Designer J Gv q Sducte�e B-/G-F Detwiler D. SoL,7 MAPD&M Drawing Number B 61, of /2 Drawnps .m Deter i i-I I R I II II ip p Short C-boss alternate with long C-bom 3%txl: Constr j2"ch. /'-s" l'-s" 1' o" '-ear" o 1'-0"' r d-.91r o'-7` o's'ri ars. 4' 5' 6' 7' S' 9' 10' ll' ?'6' 3' O" 3= 4' 318' 4'- o' 4'-4" 4- e 6"I 8" *4a1!`6�*4ol/!6" 4�- e 4'-8" *4at 5'''_e #4of8 ' 5L a *60t/-O' 6"-2' A6 9;Z 6-e 6of 7" 7 =_e 605h?" eft ` r[DIAIL eDAD DIVISION ►ROJ. 40. � 1'eTLL 1 `l p V 9 v v I€ Ye COLORA)O Mc3oZ5Cl) /5 (October 3, 1974 a f7n sap. g 5=0'AAx AE»'s*v unr/rnJJed fir s,bpes fl~ #AM ll¢: 1. 5A C/: *4 of 1=O' One cu. At of Grovel in Barlop Sack- 4"ilia. Mbep Niles of fo'maximum inter% d hors Sir 44/5ee LbM/i :4'1 TYPICAL SECTION 5.34 j 0.37e 0.430 0,437 0..E-00 0-i0/ OA5! 0.71S ra i 12,1 16.9 21.7 29. 0 37.. 0 51. C 67.3 J L — — — — rrt/ties. D E S I G N_ T A B L E X0" 3e%------� s=E" 7'6' max. max. max max -Top of Footing ELEV. Design footing line. PLAN �C.orrs&i0eflon toot/ng nne, tr= N1 EXAMPLE 4 hors atOVANTIT/ES FOR TO£ WALL ONLY�_'4' Concrete 0.039 cull per lire A' Re/mWcement J. 4 lb. per //n, ft WITH TOE WA L L .{ 6CO' ' 3r I -4-' I i wwf- 6 x 6 - w2.1 x W2.1 r4 x? 0"ot 1=6"May be used of 301b. per ADO sq ft.. In /!eu of extending wwr into footing and eutwrt floor. WITH CONCRETE APRON APRON - Skewed HeaOYra/l, if specified on plans. - Con 5 f t,isin f Six lonoitud of ie4 footmo ha s, TYPICAL CULVERT LAYOUT _ GENERAL NOTES All work shall be done /a accordance with the Stoodard Speciflcat/ons oppllcoble to the project. All concrete shall be Closs 'A" (Box Cu*erf). Expansion Jmnl Maferla/ shall conform to AASHTO M-P 13 and porreent therefor shall be mctuded 1» the price br Concrete, Coss A (Box Culvert)..' 0/meastons 'N; 411 'N' 'f :' %u' and ong/es for wmgwo/ls shalt be as shown on the plans• The minimum splice length for common bar sires shall be: BAR SIZE S4 *6 SPLICE LENGTH Y-0' DESION DATA: Unit Stresses: fs = 20,000 ps/ fe - /,200 psi A = 10 Equivalent Flu/d Pressure - 30 /bslcu. ft. Maxh wm Toe Pressure 1 Ton/sq. ff. All construction jokfs shop be thoroug" c%aed befonr fresh concrete /s poured. Cw9.110. B 9 of / 4" W Expons/on Jolat Material, (Noll in place.! WING ELEVATION N = cavort He/ght DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS WINGWALLS FbR CONCRETE pox CULVERTS Dftiw ed by ✓ E S Approved by Mode by ✓ R B Bridve Engtnew Checked by J R E I Dote: Oct 3,1074 —Cut or butt every other horizontal front Face bar. o/lows Ise �12 " se $4 " se / " Ise se 1Se 's" Ise 2 ' rse C +se Expo., join when rtrq'd, o -E 2=0" a�+eedr+�sbes��a� 6. H< 4'fo 22' H,24'to30' Z i I Layout line I I 1 I Foor/NG STEP Veep BRIDGE. STANDARD -102- 2-1 SJaper un/irn i to d—> 79MM rnisheod grade or toc of slope For detail of fop of vl,ng wa!/ see Lkuy. NO.6 7' 4"4 [Drains C) 24'11 center to center, located 3"3 above finished grade. DES/GN 41 DKglmAe E IYfKL _EXpAt✓SIOA/ ✓O/A/ I[DFRK ROAp DIYTSION PROJ. NO. fK[T iOTK �� � ffi �0"AD0 M 8025�/) /6 REV134ONS 0 C DIVISION OF HIGHWAYS W,mr, WI DETAILS Designer Shvchxe Deta4- �/. N E w r l' NO"1Def8 Drawing Number B /p, of /2 DraMngs 9-/-74; -102- tT� — Radius STRUCTURE IDENTIFICATION PANEL (SAMPLE NUMBERS & LETTERS) Nut T U-2 Post Lock Washer ig- I i -� x -- + x t� Sign Plaque F I ber _i 31/ y /4 Stove Washer �_ Bolt t r SECTION 0 160 BRIDGE STANDARD -80- STRUCTURE NUMBER LOCATION ON PIERS I Black letters and numbers on white background. d STANDARD LOCATION DETAIL �w Shoulder I U-2 POST IN GROUND ![pLRAI .. DIVISION PROJ. N0. [T TANK "slow " " DISiT� cOLaRADo 1-18025o ) 1 /7 REVISION$ Alt W'O'"-SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS APPLICABLE TO THE PROJECT. SIGN PANEL SHALL BE FABRICATED FROM EITHER SHEET STEELI 0.0598 MIN. THICKNESS OR SHEET ALUMINUM 0.080 MIN. THICKNESS. SIGN PANEL SHALL BE GROUND MOUNTED. U-2 POST SHALL MEET REQUIREMENTS OF PAR. 4.5 U.S. DEPT. OF COMMERCE, COPIME ACIAL STANDARD 184-51. ACCEPTABLE MATERIAL INCLUDES REROLLED RAILROAD RAILS. U-2 POST SHALL WEI6H 2 LBS. PER FT. EXCEPT THAT A MILL TOLERANCE OF MINUS 3-1/2S OF THE WEIGHT OF ANY ONE POST WILL BE ALLOWED. ALTERNATE METAL POST WILL BE ACCEPTABLE IF SECTION MODULUS IS AT LEAST 0.200 IN.3 ABOUT THE X-X AXIS AND AT LEAST O.t50 IN.3 ABOUT THE Y-Y AXIS. SIGN PANEL SHALL BE FASTENED DIRECTLY TO THE POST WITH TWO 1/4" GALVANIZED OR CADMIUM PLATED STOVE BOLTS. A PLASTIC FIBER WASHER SHALL BE PLACED BETWEEN THE BOLTS HEAD AND THE FACE OF THE PANEL. A GALVANIZED OR CADMIUM PLATED LOCK WASHER SHALL BE PLACED UNDER THE NUT ON THE BACK OF THE POST. EXPOSED BOLT HEADS AND FIBER WASHERS ON THE FACE OF THE SIGN PANEL SHALL BE PAINTED TO MATCH THE SURROUNDING COLOR. LETTERS AND NUMBERS SHALL BE SERIES -D" THEY SHALL BE 3' HIGH. THE CORRECT STRUCTURE NUMBER IS SMOWN ON THE PLANS. OOMIT STRUCTURE NUMBER STANDARDS WHERE A RAILROAD TRACK CROSSES OVER THE ROADWAY. STRUCTURE NUMBER STANDARD SHALL NOT BE PAID FOR SEPAUTELI BUT INCLUDED IN THE WORK. IN ADDITION TO THE REQUIREMENTS STATED ABOVE, STRUCTURE NUMBERS FOR HIGHWAYS PASSING UNDER CROSSROADS ARE TO BE i PLACED AT THE FOLLOWING POINTS: (A) FOR STRUCTURES OF THREE OR MORE SPANS, THE STRUCTURE NUMBER SMALL &E STENCILED, FACIMG j TRAFFIC, ON THE OUTSIDE FACE OF THE END COLUMN OF THE RIGHT HAND PIER. (B) FOR TWO SPAM STRUCTURES, THE STRUCTURE NUMBER J SHALL BE STENCILED, FACING TRAFFIC, OM THE OUT- !1 SIDE FACE OF EACH END COLUMN OF THE CENTER PIUi. —__ - _— _J i DIVISION OF HIGHWAYS If STRUCTURE NUMBER. STANDARD Dez p - �/, GI-6 vii76 -- - (7-04), - N -�• a c`7 I r(C'^LJ L. 15 C V �• f ___._ _ Per camel Lw•.d��M1o.�c r.,r„ s......,A L11t �inM x T C zP.C.F. TSF 3 32y� 19 22 -- 6(�1 23 1 _ b7-6E 17 4' 6 12 77 43 21 22 Z5.3 e2.9 p3 611 . 6. L S to T' It ry._ A-♦ (31 h i 4♦ It 53 36 Zr 9 17l M&7 5.4 62 5029 B 2© 5040 7S I 5000 4�90 I B'1 M 502D Bv4 a 50f0 4/16/TS 49BD a Sr.'e.' TYPE OF MATERIAL. FILL SILTY "AT j� saw SILTTS..DTB7 tt'k 1AIl1 f ERAVEE S•l731"DoE LEGEND TEST 90wwL CONT"JDM PEWF TRATION TEST 2 n. D1a D..- Pe 14D IL "-.. �fOO�hN. Jf n. F- Fat SNn�'dS.Mf3 %^ T-.�� Vw T.M.IN6T �2 r QD. SfIM-T.i.14B U. hb—Ci. s- 3� n. F-F.* a SO to I 0161- Pr• Few Craea...1 T s.F. A • rs. F. A.a iir. .. FED IfY4 PROJECT 110. SNEIT TOTr MI4. MJ. MOr !1!E 3m CDLQ M 8025-(1( (8 63 0 Lxa,m. d T•.1 f3, OL�eowae d CuM:eerou.. P..PlreNaP T•u ❑ Beri., QC«. Braes RUCTURE KO, - C G me. B /2 OF /2 DIVISION OF HIGHWAYS STATE OF COLORADO E13LOG A- Spot CME K IMF FT COlLR/5 T 110 a AeP•'e•d ti at". 4 3110 RWp E+�fer a.d.a ti o.r. L/ Is 7. Sfarldard tit -too —A for STANDARD SYMBOLS STATE D DIVISION OF tTtom OF LENGTH AND DESIGN DATA LINEAR FEET STATION ROADWAY STRUCTU 9) BEGM4MSOM0 762 Z NNXJa i STRUCTURE. R10. B-K-FD 62.6 69 61.2 CT M" I* EN8025(TT 137.4 62.6 _SUMMARY LIN. FT. MILES 137.4 0.026 BL1CTl1R'E W. R_M-M 62.6 0.012 200.0 0.038 DESIGN DATA DEGREE OF CURVE TANGENT GRADE 1.75 % MORI20NTAL S.S.D- N/A VERTICAL S.S.D. DESIGN SPEED 30 M.P.H. SN TRAFFIC VOLUME ADT= I2,000 TDHV= I,320 r_ T H_ ESE - wit Es m Ir4 _ PE OR Pr.j.. Na M 802501 F RS DRV ISIOR PROJELT NO SHEET FIST OF HIGHWAYS ND �� SDII CALORADO � BO25 (� j 1 ( HIGHWAYS -STATE OF COLO A DO INDEX Of SHEETS PLAN AND PROFILE QF PROPOSED FEDFRAL AILS PROJECT NO. M 8025 0 ) LARI MER COUNTY SCALES OF ORIGINAL DRAW14GS ON PLAN, f I IN 20 FT ON PROFILE S I IN 20 FT HORIZONTAL l i IN S FT' VERTICAL GRADE LINE ON PROFILE IS SHOWN AS GRADE OF FINISHED ROAD GROSS LENGTH OF PROJECTl �0 FT. = 0.038 Mt, NET LENGTH OF PROJECT j SR+ .1 Not � � , ■. SHE E T NO I TITLE SHEET, SKETCH MAP AND TABULATION OF LENGTH AND DESIGN DATA 2 TYPICAL SECTIONS AND GENERAL NOTES 3 - 4 SUMMARY OF APPROXIMATE QUANTITIES 5 STRUCTURE QUANTITIES 6 SURFACING PLAN AND SUMMARY OF EARTHWORK QUANTITIES 7 -18 DETAILS OF MULTIPLE CONCRETE BOX CULVERT, STRUCTURE NUMBER B-16-FQ 19 ALIGNMENT PLAN AND PROFILE "M' STANDARDS M-100-A STANDARD SYMBOLS M-203-8 APPROACH ROADS, FLARING, CUT SLOPE TREATMENT, BRIDGE S CREST WIDENING M-206-AA EXCAVATION AND BACKFILL FOR STRUCTURES(p SHEETS) M-500-A LETTERS AND FIGURES FOR STRUCTURE NUMBERS . ceo_ra I TAI uu VFRT PIPE - H-20 LOADING S (2 SHEETS) (3 SHEETS) VRDS CAL PANEL 5-11-73 12-11-72 4-9-74 3-28-75 1-11-74 8-29-72 7-23-68 6-2A-73 5-7-7T 6-30-71 11-22-71 T2-4-74 DIVISION OF HFG~YS AP►ROVED CHIEF EN VEER EMTE DEPARTMENT OF TRANSPORTATION FEDERAL RNONNRY AOMOHSTRATION AP/ROVE® DATE DIV1510N EINEER Bui/ding 1 I -0$t.4 m N c2= h Buildiny ICI � tl �v TQ.63+00.0 END PROD. M 80250) �E CE Rn. q(JAU orviswN rRa NO SIIEFT TOTµ gEcoN Nn NN�D} YiEl� vM ra(rp -m- eebk OM M =M. :_�� M _ m NE 0 Elmo 0 M� M MIN ME MMM MEN MEMO ME SEEN oil M=�=IN �i OEM 0� ' � mmEE M _ SSEN _ W. ; Samoa-MENEM MEMOS ti EE==MIN ,W.aiW ENO 0 0 SOMEME gnissm M NEE IMNIMM rE MENEM W, r.r. OEM 00 NEE on �MMMM_=M1 umis MEIN IN MEEK IN - MOMS MENNEN 00 E NE M SEES 0 so� E SEE 0 min M No ' __m ON M MEMEM mom 0 -=� NEE��_ ��EL� � �� �� 0 BEM_$= AL LOG OF PIT Sample No. TEST HOLES No.I No 2 No 3 No.4 ++ VI ++ \ JI 0 `III. Ily o.. � 2 i 4 6 • a 0 10 o , • o. 12 w o 0 A A14 w 16 3 W f ll e 20 oe f. ••e •e i 22 vrrr 24 26 W =Water Table 28 nted by combinations ICAL HORIZONTAL CURVE PI of rl .I al I I — O I I I I it Curve Data +1 N� col A = I8a001 col v� Lj Ts = 452 8' v01 +I Es = 25.8' �l Ac = 9*00' Dc = 3°00' Tc = 150.3' Lc = 300' Rc = 1909.86' e = .079/I M D S = 60 mph SSD =510' :'ICAL VERTICAL CURVE ZIu 215 ROW — Tf— Road Approaches NeW Exisnno ; I Section Corner I 6 12 1 I Center of Section — —12 — — I I 4• �Oa \e Ties to Section Corner yXo Culverts & Drains Proposed ------- < Exist. OR r---< No HdNI I Rd WI 2 He Wlx End Setiione Proposed Exist (To be dashed) Sip— iphn c8c Bridges EXISC ( To be dashed ) Water —'tea,.,, `'' � cove � c�•ek Dllch Proposed Ditch Mountains Trees Single Trees E3 o Deciduous Yy** Coniferous Groves of Trees A•Den pins NORTH ARROWS STANDARD M-100-A ( MAY 11, 1973 ) County Line Township or Range Line Land Lines Section Llne %4 Section Line Aia seclmo floe _ Property or Tract Line I I I L City Limits Railroad Existing Road New Road Control of AccessOP! OPENING Access denied by Deed---A--f----—A-----IEOA L 2� OP S op Right of Way Line -- ROW MARKER 0 ---- Protected By Freeway Low(VirginLocation)—--- —v— Top of Cuts----�,--,----,--------�— Toe of Fills._. — Barbed Wire Fence —x x x x— Chain Link Fence 0-0-0-0 Barrier Fence ar // ur Woven Wire -Combination Fence it ii Snow Fence — Wood Fence Deer Fence —Xtx ki D WC Guard Rail TYPE E EXIST TYPE NEW Guard Post 0 0 0 0 EXIST e At At • NEW Delineators Type I II III IV Y -0 o0 -coo V Sidewalk TYPE-- EXIST TYPE _ NEW Curb and Gutter TYPE - EXIST TYPE NEW Gutter P� EXIST TYPE NEW Tel. 6 Teleg. Lines p To be Electric lines EXIsI. � Removed �( Relocated � Elec. Trans Tower Buried Tel. Cable T E%IST —T— — —T NEW r T Buried Electric Cable —E EXIST —E---E NEW E— Gas Main GMT—G---G NEW G 6 Oil Main --0 E%OIST-0--0 NfW 0 Water Main W EXIST —'N —W NEW w w Sanitary Sewers -0——ir EXIST 0 NIEW eT Storm Sewers -0'_E%IS'eT �— — "I e" "T", ell, Light Standard -Existing o--C) Light Standard- To be Removed __XI Light Standord- Relocated a-0 Light Standard -Clear Luminaire O_Wp Light Standord-Amber Luminaire 0 Bridge Wall Luminaire Bridge Ceiling Luminaire High Most Light Standard. N=Nu ber of tuuminaires L iEDERAL ROAD DIVISION PROD NO. SHEET TOTAL REGIOX MO NO SHEETS 41Q 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 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 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 RLM Approved by Made by HPS Staff Design Engr. Checked by DWD Date: May It, 1973 r )ROACH ROADS, FLARING, CUT AT BRIDGES AND AT CREST FOR FLARING OF EARTH CUTS, TMENT a WIDENING AT BRIDGES SLOPE TREATMENT 8c OF GRADES R 5 R-5 R-4 R-4 FLARING OF EARTH CUTS : The baat ends of all earth cuts shall be Flcksbpes oftened 6 where necessary the ditch stall be widened gradually to discharge side ditch droinoge away from the base of l a,+ adjacent fill slopes in order to cii erosion 6 to improve appearance 'x The transition of flattened bockslopes 6 widened ditch shall becon- �� structed in such a manner that a uniform appearance of sate 6 ditch results. Bockslopes shall be flared to the approximate "C' distance shown on Slope Table included with this detail. Rock cuts sholl not be flared. .� -- Flonng, with widened ditch Gradual widening of ditch to minimum of _ afeet increase when necessary to avoid Not Sfee discharge of side droinoge into adjoining per "anIO o fell slopes. • CUT SLOPE TREATMENT IN EARTH CUTS: The intersection of cut slopes with the existing ground shall be rounded in earth cuts, beginning outside the slope stoke and extending down the cut slope. The exact dimension will be determined by the Engineer based on the type of material encountered, • l0'±--7-- Quantities shall be included in "Unclassified Excavation". *WIDENING AT BRIDGE APPROACHES: Roadway embankment at i� bridge approaches shall be so constructed that base of surfacing at Not Sleeper shoulder point is a minimum of 2 ft. beyond the edge of bridge deck. than IC Where widening is necessary to achieve this result itshall take place R_4 gradually over a distance of 300 ft, Flaringrwith Flattened Slopes WIDENING FOR BITUMINOUS CURB (Only where Guard Rail Is required); See appropriate M-Standard fi r GuGuard Rail. R-3 Line Case PLAN OF FLARING IN EARTH CUTS STANDARD M-203-B (JULY I, 1965) FED. ROAD REs NO DIVISION PROJECT NO. SHEET NQ, 9 COLO. I— R-I REVISIONS TYPICAL PLANS FOR SIDE APPROACH) 26-68 Median Crass Over R-2 7-30,68 Dept Nome ROADS AND EMERGENCY MEDIAN CROSS OVERS R-3 41-69 Wideningfor Guard Rail Where proclical Side Drains are to be placed in line with the roadway ditches. R 4 4-27-70 Cut Slope and Note R-5 12-11-72+Cut Slope Tr Dimension 50'Rodii to be used on all intersecting roads except private approaches. -- - _-- - - -- Radii may be varied to suit field conditions. Z_ ®--- TRAFFIC FLOW -- - Edge of — `I r Edge of 20' Rodn to be used on private road approaches. STANDARD CROWNED SECTION Troveled way MEDIAN R-I Shoulder I 40'Wrfical curve 20' radii to be used on TYPICAL SECTION FOR MEDIAN CROSSOVERS 20'-�-f�--20'--{ emergency mechon cross avers Slope 0.02'per ftR-I Minimum 16 ft � Shoulder Line y� a1 61 Slope 002 xr ft 1/2 CUT SECTION40' Vertical Curve I/2 FILL SECTION SUPERELEVATED SECTIONS 30' Vert. Curve�`'� 10've 15'� 1 ;lope �}5'}5' I 0.02' per ft. 20' Slope 0.02'perft 15 15 30 ' Vert Curve 10' VC. TYPICAL SECTION FOR APPROACH 40' Venccol Curve ! Slope not steeper. 20' 20' I than I-I/2:1 0 _Showeer Line —_--_----- P� ��Mirnmum 16 ft--{ Ir7 Steeper tnan 10 % t~2'Min I "I Slope rot sleeper II Grown slope extended not more than 0.1'per ft. then 2:1 Sl 002' Mr ft ti 112 CUT SECTION 1/2 FILL SECTION CUT SECTION NOTE: -Shoulder Lane Road Approaches shall conform to the above details unless Not Steeper than IO % otherwise indicated on plans. The width of the crowned section shall --------------- not be less than the width of the crowned section of the existing approach road and the new construction shall not be less than 16 feet in width FILL SECTION DETAILS FOR DITCH a WIDENED SHOULDERS AT CREST OF GRADES ( TO BE USED ONLY WHERE SIGHT DISTANCE AT CREST OF GRADE IS 600 FT OR LESS) Formula for finding the Crest of Grade Case I Case L _ Pz L lus Grade NOTE To be constructed thru widened sections when d Algebraic Ddf calleo'a, on plans for normal roadway section Where section is in embankment of Crest Of grodes,the shoulder shall be widened an amount 5 0' -' equivaleno- providing to that used on slick sect all crests s 2.5 ,—� Bituminous Pavement � providing a symmetncol section at all crests R I Crest of Grade =----- Bosse \ ¢Subbase i �I �r c)cail0n Q g �15��T5 00+100 --I-T5 5 `jeO at on G SECTION OF SIDE DITCHES toe se<. y in, d m ins Pray s G o Section A is a shallow ditch section ` de Section G is normal ditch section.-- 250' — - 250' --{ m Section B shall be on o uniform transition between Sections - d - A and The modification of the ditch Indicated shall be used only PROFILE VIEW SHOWING DISTANCES AND o at the crest of grades from which drainage breaks both ways RELATIVE POSITIONS OF DITCH -TREATMENT SECTIONS c DEPARTMENT OF HIGHWA(S GENERAL NOTES STATE OF COLORADO Ch R-z DIVISION OF HIGHWAYS All work shall be done m accordance with the Standard Specifications applicable to the Project. APPROACH ROADS All side approach roads to the Protect sholl be Grovel Surfaced with o 4 inch thickness of Aggregate FLARING,CUT SLOPE TREATMENT, Base Course extending approximately to the Right of Way Line. Estimated tonnage and class of material required for this operation are shown in the Aggregate Base Course Plan BRIDGE & CREST WIDENING The maximum grades shown are to be the limiting grades for all road approaches Modifications of grades will be permitted where adherence to the grades as shown would cause damage to pro - Case perry or create other unsatisfactory conditions Grades flatter than the maximum shown are to be I used wherever feasible Designed by F. L Approved by Made by 3JM t}�3d Staff Design Engr. Eli by G R.S Date: J__, i , 0 C S. STANDARD M-206--AA r[a ROAD oiCOiO. PROJECT No. SHEET nrcm� NO N0. CRETE BOX CULVERTS ✓� WINGWALLS CAST IN PLACE CONDUIT vile coo. R-3 R-4 ( MARCH I, 1971 ) ) Embankment Material Ground ( SHEET I OF 2REVISION Line_ R-1 2-16-72 CBC, Abut., Walls. MR Tense d,`�,<< , CIRCULAR CONDUIT ®JI-5-73 Bockfi//in Trench, No#4 MRH. An of Repose Horiranla/ R-3 3-rB-74 S/. Trench, EndSoa, ON. .R.H. f ° ° • ° a ° o ° ° Structure OMeosured M.R.I>' R-I - Bockfi//- /'_� from outside d - _- -- R 4 4 9 �4 C/ortry /imih ofslr exc. of pipe. ;,Structure Bockrill�� E R-4 ° IN ROCK IN so1L e 0 SIPHONS OR CONDUIT IN TRENCH Structure Excovolion --- �. �15° °� A': /. ��;� ! Embankment Material - 6�„� L ^' p eter % ide 1�0- r::'' lnslde ion Ground /�/ Ins B}er I j _ jpsideter A �� _ i Line /L6 0n /-6 Ome / Structure Bockfi//� • y "I��>�� pl i4-+l� Sloped \ •'e. ',� f- �y-�, „---�C-- Trench%.Ground Line 1 of Reose 6'Rock Excovolion r --' '-Iimi R-2 to the eHorizontal Limits of Structure Excovolion Lim/ts of Structure Structure Bockfill Excavation Limits of Structure R-3 �:Excavation CONDUIT WITH END SECTIONS "measured from outsideofpipe, 16'� o L. / g" - d 15 Measured from outside ofpipe. --RS,'ABUTMENTS, RETAINING WALLS ETC. v ELLIPTICAL L imirs of Structure OR ARCH CONDUIT Excoval, d compacted before the next layer J_6 0 ^� �r 0 —width of Apron shall be laced in horizontal I Grodinn /onc p p y Lim#s r f Structure t ' /-l---------'---"--- and Box Culverts the fill shot! be Excovctian NOTES: / -Structure Bockfill�� I the center of structure to avoid ; When two or more conduits are laid side by side they shall be spaced so oadwoy Embankment / / ,nsymmetrrcol loading ) f - 4/ % / `� that the od acent l as wUl be / S O. , /I S. or 3 fee, apart (/nc/udln waft girder be/ow i- % Pp /2 . /2... r 9 girder or os thickness), whichever is less. Minimum spoctngsho/l be nal less than l foot between shown on plans '."'„ 5�. ��`, ��6 �� outside walls ofpipe or End Sections. R-3 Original Ground Line Lo Ground Line 1 .\ For addttlono/ culvert installation details see M Standards for metal, Inside ' ccn-rete, or structural plotep/peculverts, orpipe sewer. R_2r finished >-i� nside Slope Structure Bockfi// Il � 6" Span Span Structure ABUTM ENT I N EMBANKMENT Bottom of trench as excavated Far applicable limits of Structure CA avdhan, Bockfill ----------- 9> see bedding deloils on standards for culverts, ofpipe Sewer. R-2 � '� Ui, dllEtl1� Limits of GENERAL NOTES 2'er below or as shown / L.Grodin Structure _-_ Ground girder r I ' ' � E aPlane Excavation m Line , on plans All work shall be done according to the Standard Specifications applicable to Structure Limits of Structure the Project. R-I iBockfill '�� z/r'. nits ofStrucure Finished - �� / Excavation Excovolion Grading Where the roadway cross section is in fill, excavation for concrete footings Plane ,- S/O� %! (except those in rock or those on piles) and for box culverts shall be done I HEADWALLS AND END OF CULVERTS aiding to the following: re__— I Embankment shall be built up and compacted to a point one foot above s` :� +II'"6 a the bottom of the box or one foot above the bottom of the footing. The trench shall Structure Bockfi// Slop then be excavated to accovriodote construction of the box or footing. !'s"s ABUTMENT IN ORIGINAL GROUND RaadjOy 5 Impervious Footing 'n Rock Material Excavation and backfrll patterns different from those indicated on these l= 6"-y f !' s" R - t 6 r ine ° sheets will be shown elsewhere on the plans. Excavation for structure installation shall be classified as "Structure Excavation " unless otherwise shown on plans. �RockLine' Ground (Continued) 9-3 � , � -, ; � Line1 TRENCH FOR PIPE UNDERDRAIN 6 °Minimum One thickness of Bui/ding Paper (30 weight) orb/ostic sheeting !I ! ! s. (/D mil. ) or 4 layer of loose straw or acceptable equivalent. DROP INLETS, DIVISION BOXES, INTERCEPTING Sructure Bockfill ° • � �Itl� l i— I i d d l i l l I I 'i HEADWALLS, ETC. III x I�hlll�jl��lllll��l','lli 'ii �I� �Slope Paving, +��1111i��ll,llh1,11�1, I,'III�IV�II���lliLl��,ll� Riprop, etc. Structure Backflll Ground Line 7 Filter d d d a= =d =4 /�' •.:!. �i Impervious Material p d e d d e 3� U� Material 5 d Structure DEPARTMENT OF HIGHWAYS f >6. Excavation �dvA z // Structure d a Backfie Batterva:l a k d d a 3'0" STATE OF COLORADO -6 o DIVISION OF HIGHWAYS e �Underdrain o ° ° EXCAVATION AND 1 _6., j :,;!:' >' • ' Ground Line The lightes> nominal Thickness / �.: o; / for underdroin shot/be: n A BACKFI LL TypellTPipe,C/asslEllC�osslll o ° FOR STRUCTURES 3.� a A R .052" .064" T � T-- Designed by H EP Approved by xcavation " ` `` ° - - - - - Aluminum .04B° .060° _ Z�_6^Made by D.ME. Staff Design Eng Checked by L.E 0 1 Date: March I 1971 STRUCTURE EXCAVATION MEASUREMENT FOR PIPE CULVERTS �F 7--/- ;---- -Z_/ —`Limits of measurement for Lc LD=Inside Diameter or Structure Excavation D t 3 Inside Span of pipe PLAN QDt6' for structural plot, pipe culverts. Original Ground _ Ba-Steel 0.3Bc _ Concrete / T L --- - - -------- ------ FL. Ditch / Boltom of Trench as excavated � Embonkment� Length of Structure Length of Profile = Length of Srrurture plus 3' 0 For applicable //mils of Structure Excovotion, see PROFILE bedding details on standards for metal, reinforced concrete and structural plate plpe culverts. STRUCTURE EXCAVATION MEASUREMENT FOR DIVERSION OR DIVISION BOXES W (Outside width yy+3 of Structure) r /' / /� T /��7- % i -7 / r — Limits of measurement for j Structure Excavation PLAN _,,,,-Original Ground offom of Trench as excavated L 1 "6 I F� Length of Structure - 1� ---Length of Profile=Length Of Structure plus 3' PROFILE •206-AA (SHFFT 21 'I F Q of t'- 6 L t'- 6 ° STANDARD M-206-AA ( MARCH I, 1971 ) (SHEET 2) STRUCTURE EXCAVATION MEASUREMENT FOR CONCRETE BOX CULVERTS W (Outside width of box) / py«3' �— � — / 7— Limits of measurement for Structure Excavation PLAN Without Channel Change or Channel Improvement 7 /� ,� r /�—OM of Trench os excavated- 77 J Length of Structure Along � of Structure Areas to beused for Structure Excavation computations. -Original Ground----,- -T Length of Profile Length of Structure plus 3' PROFILE With Channel Change or Channel Improvement Length of Structure Length of Profile =Length of Structure plus 3' _ PROFILE FEDERAL R0" REGIDN NO DIVISION PROJ NO SHEET NO, TOTAL SHEETS Vill COLORADO REVISIONS• R-1 2-16-72 Revision dole an/y. 1/- 5 -7i Revision oafs on/ R R. H R-3' 3-7B-74 . Continue Genera/Nola M. R H. 4-9-74 , Revision dote only. M.R.N. M.R.H. R-3 GENERAL NOTES "Continued) TRENCH INSULLAT/ONI Trenches over 5 feet in deplh sbal/be either shored or the trench walls,boll be sloped to the angle of repose. If _,toped, the bottom oftheslope sho// be a minimum of t foot obc < /hemp ofthepipe. Shoring will be required ,4. in theboftom of Me slope /s more than 3 feet above the bottom oflhehsnch.. Shoring sho//extend a minimum of one fool above the bottom of the s/ape. Timber sheefing or shoring moy be cut off t fool above the top of the plpe after bockfilling is complete, /' 6" NOTE: See Sheet/ for General Notes and Backfilling Details. DEPARTMENT OF HIGHWAYS STATE OF COLOR ADO DIVISION OF HIGHWAYS EXCAVATION AND BACKFILL FOR STRUCTURES lChecked oved byf Designgr b Dote March I 1971 co NA kground - J l J 14 a 14 K 3= M a o K Q - o o: LETTERS TO FACE J 14 K OO Gen Bred between posts STANDARD M-500-A (JULY I, 1965) FED. ROAD REG NO. DIVISION PROJECT NO. SHEET 9 COLD. 1 I I I I I I o I I I o I I I I I I SAMPLE BRIDGE NUMBER GENERAL NOTES SAMPLE YEAR NUMBER 5,-U, POST ALL WORN SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS APPLICABLE TO THE PROJECT II: JSI . /ll I I I TE END POST TYPICAL FOR STEEL TYPICAL TYPICAL FOR TIMBER WING HANDRAIL END POST FOR HANDRAIL SIGN POSTS I I I 4.. I II II II II I (I 11 11 THE SIZE SHAPE AND SPACING OF THE LETTERS AND FIGURES SHALL BE IN ACCORDANCE WITH THE FULL SIZE SHOWN ON THIS SHEET ADDITIONAL COPIES OF THIS FULL SIZE SHEET CAN BE OBTAINED FROM THE DEPARTMENT WITHOUT CHARGE THE YEAR NUMBERS ARE RECESSED INCONCRETEh" MINIMUM AS SHOWN INTO THE PANEL OF THE ENDPOST ON THE RIGHT HAND SIDE OF EACH BRIDGE END AND INTO THE FACE OF LOCO110n Of Indentured THE DOWNSTREAM HEADWALL OF CULVERTS AS SHOWN ON PLAN DETAILS. NUMBERS TO BE MADE OF WOOD, METAL DR OTHER SUITABLE MATERIAL AND ATTACHED TO THE FORMS yeOr numbers. -T 1950 BEFORE CONCRETE IS POURED THE YEAR NUMBER OF EACH STRUCTURE SHALL CORRESPOND WITH THE YEAR IN WHICH THE CONCRETE IS POURED THE STRUCTJRE 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 END POSTS THE NUMBER SHALL BE PLACED ON A POST ON THE RIGHT HAND SIDE OF THE ROAD AS SHOWN FOR SIGNS THE NUMBER SHALL BE PLACED ON SIGN POSTS ON THE RIGHT HAND SIDE OF THE ROADWAY THE CORRECT NUMBER FOR EACH BRID"E OR SIGN IS SHOWN ON THE PLANS r^T THE NUMBERS FOR MAJOR STRUCTJRE. OF OVER 20 FEET CLEAR SPAN SHALL BE UPPER CASE LETTERS THE NUMBERS FOR MINOR STRUCTURES OF 12 TO 20 FEET CLEAR SPAN SHALL BE LOWER CASE LETTERS, SIGN BRIDGES SHALL BE CONSIDERED AS MAJOR STRUCTURES ■ M 0 REVISIONS rol Notes Title Block. SECTION �-�74 PROPER WHITE BACKGROUND RECTANGLULAR IN SHAPE AND E%TENDING THREE INCHES BEYOND THE LIMITS OF THE NL AHER SHALL BE PAINTED WITH TWO COATS OFDEPARTMENT OF HIGHWAYS ACCEPTABLE WHITE PAINT UNLESS AN APPROULOWHITE CONCRETE PAINT IS USED BEFORE PAINTING THE SURFACE Y.IST BE THOROLY DRIED, CLEANED AND PROPERLYj SIZED ON TIE WHITE THE WHITE RANT USED ON THTHEGoBRIDGE WILL BE URE NAcloFY. STATE OF COLORADO AFTER THE IN BA�.Kf.ROUND PAS PRIED SUFFICIENTLY ENTLY. THE CORRECT STRUCTURE NUMBER SHALL BE CAREFULLY STENCILED WITH "EXTERIOR BLACK PAINT" AS SPECIFIED By IN SECTION ]OB - PAINTS, OR AN ACCEPTABLE EQUIVALENT THE BRACES OF THE STENCILED LETTERS AND FIGURES SHALL BE CAREFULLY DIVISION O F HIGHWAYS FILLED IN BY HAND E MANE SOLID FIGURES SUFFICIENT TIME BETWEEN SUCCESSIVE COATS SHALL BE ALLOWED TO PERMIT THORO DRYING. -- - - - -' - -------i------ THE COST OF PAINTING OF STRUCTURE NUMBERS AND FURNISHING AND PLACING POSTS FOR CTURE NUMBERS SHALL BE CONSIDERED SUBSIDIARY WORK AND SHALL BE NO IN THE ORIGINAL CONTRACT ITEMS AND WILL NOT BE PAID FOR AS SEPERATE ITEMB = W THE LENGTH OF SPAN OF STRUCTURE SHALL BE MEASURED ALONG CENTER LINE OF ROADWAY IN CASE OF DDUBLE OR MULTIPLE BOX CULVERTS THE CENTER WALL OR WALLS LETTERS A N D FIGURES SHALL BE DISREGARDED AND CLEAN SPAN MEASURED FROM IN51DE OF END WALLS. IN ADDITION TO THE REQUIREMENTS SATED ABOVE, STRUCTURE NUMBERS FOR HIGHWAYS PASSING UNDER CROSSROADS ARE TO BE PLACED FOR TYPICAL FOR LARGE pp AT THE FOLLOWING PRINTS. STRUCTURE NUMBERS BOX U CULVERTS AI FOR STRUCTURES 3 OR MORE HSTRUCTURE NUMBER SHALL BE STENCILED, FACING TRAFFIC, ON THE OUTSIDE FACE OF THE END COLUMN N OF THE RIGHT-HAND T-XA PNO PIER. STRUCTURES WITHOUT BI FOR MN IN STRUCTURES. THE STRUCTURE NUMBER SHALL BE STENCILED, FACING TRAFFIC, ON THE OUTSIDE FACE OF EACH END YT COLUMN IN rNE GEN TER PIER. Designed by Approved by/f, END POSTS Made by Bridge Engineer Checked by Date: July I. 1965 STRUCTURE NO. STANDARD M--603-�' MA IGHT C THICKNESS TABLES FOR METAL CULVERT , PIPE ( JANUARY 11, 1974) JGATED STEEL PIPE TABLE II CORRUGATED STEEL PIPE ARCH h by 1/2-inch Corrugations 22/3-inch by 1/2-inch Corrugations Welded or Helical Fabrication Riveted, Welded or Helical Fabrication Maximum Fill Heights above Top of Pipe in Feet Minimum Thickness Required (Decimal inches) ).064 0.079 1 0.109 0.138 0.168 84 91 67 73 56 61 42 46 59 34 36 47 28 30 39 41 3/ 43 46 (67) 48 (70) 50(73) 27 37 45 (58J 46(61) 47(64) 33 43(52) 44(54) 45(57) 43(47) 43 (49) 44 (51) 42 43 43 (47) 41 43 39 35 dues for elongated pipe are shown In parentheses. UGATED STEEL PIPE by 1-inch Corrugations Welded, Helical or Bolted Fabrication Maximum Fill Heights above Top of Pipe in Feet¢ Minimum Thickness Required (Decimal inches) 0.064 0.079 0.109 0.138 0.168 48 4/ 60 51 76 (68) 64(76) 89 006J 71 (91) 101 0/8J 79001J 36 32 45 40 57 (66) 52(59) 61 (80) 55 (70 66 (B8) 59 (79) 29 26 36 33 49 B3) 47 5f (64) 49 (58) 54(71) 51 (64) 24 ?2 30 28 44 41 47 (53) 46 (49) 49 (59) 47(54) 21 19 26 24 38 35 45 43 46 f5f) 45 18 17 22 21 33 31 40 38 44 42 20 f9 30 28 35 34 39 37 - - 27 32 35 so' shall be used only after thorough invesfigation of foundation 'UGATED ALUMINUM PIPE Ich by 1/2-inch Corrugations Helical or Spot Welded Fabrication Maximum Fill Heights above Top of Pipe in Feet Riveted or Helical Fabrication Spot Welded Fabrication Minimum Thickness Required (Decimal inches) 1,060 0.075 0.105 0.135 0.164 0.060 1 0.075 45 30 45 30 78 52 BI 54 84 56 26 18 33 22 22 18 22 18 39 31 4/ 32 42 34 1 14 11 /6 13 15 - 15 26 26 43 27 43 28 44 9 II 40 35 41 37 43 38 - - - - 33 30 34 31 - 29 Minimum Maximum Fill Heights Pipe Cover, Top Minimum above Top of Pipe in Feet Dimensions Equiv. Corner of Pipe to Thickness Corner Bearing Pressure Span x Rise Diameter Radius Top of Subgrode Required (inches) (inches) (inches) for (Decimal! in Tons per Square Foot 2Tons per `inches! sq. ft '12 Tons 3 Tons* (inches) 17 x 13 15 3 18 0.064 13 15-f 21 x 15 18 3 18 0.064 12 15t 24 x 18 21 3 18 0.064 10 15+ 28 x 20 24 3 18 0.064, 10 15 35 x 24 30 3 18 0.064 9 14 42 x 29 36 31/2 18 0.064 9 13 49 x 33 42 4 18 0.079 8 12 57 x 38 48 54 5 18 0.109 6 12 64 x 43 6 18 0.109 8 12 71 x 47 60 7 18 0.138 8 12 77 x 52 66 8 18 0.168 8 12 83 x 57 72 9 18 0.168 9 13 TABLE IY CORRUGATED STEEL PIPE ARCH 3-inch by 1-inch Corrugations Riveted, Welded or Helical Fabrication, Minimum Maximum Fill Heights Pipe Cover, Top of Pipe to Minimum above Top of Pipe in Feet Dimensions Equiv. Diameter Corner Radius Top of Subgrade Thickness Required Corner Bearing Pressure Span x Rise fr in Tons per Square Foot (inches) (inches) (inches) 2Tons per (pnciimesl) sq. ft. * 2 Tons 3 Tons* (inches) 43 x 27 36 5 18 0,064 12 15+ 50 x 31 42 6 18 0.064 /2 15rt 58 x 36 48 7 18 0.064 12 /5i 65 x 40 54 8 18 0.064 12 15•r 72 x 44 60 9 18 0.064 12 15+ 73 x 55 66 12 18 0.064 15+ -----•- 81 x 59 72 14 18 0.079 15 ------- d 87 x 63 78 14 18 0.079 14 15t b 95 x 67 84 16 16 0.109 13 15+ 0103 x 71 90 16 24 0.10912 15+ 112 z 75 96 18 24 0.109 11 /5+ 117 x 79 102 18 24 0.109 /0 15 128 x 83 108 1 18 24 0.138 9 14 0 Moy not be available. The designer should contact supplier before calling for the sizes denoted by this symbol. TABLE M CORRUGATED ALUMINUM PIPE ARCH 22/3-inch by 1/2-inch Corrugations Riveted, Welded or Helical Fabrication Minimum cover, Minimum Maximum Heights of Fill Pipe Equiv. Corner TopofPlpetoTop Thickness above Top of Pipe In Feat Dimensions Diameter Radius of Subgrode Required Corner Bearing Pressure Span x Rise in Tons per Square Foot (inches) (Inches) (Inches) for2 Tons pereq.ft. (Decimal` *2 Tons 3 Tons* (inches) `Inches/ 18 x 11 15 4 I8 0.060 /5 ------- 22 x 13 18 4 18 0.060 14 ------ 25 x 16 21 4 16 0.060 12 15+ 29 x 18224 41/2. 18 0.060 10 15+ 36 x 22 30 5 18 0,060 9 14 43 x 27 36 51/2 18 0.075 9 13 50 x 31 42 6 18 0.105 8 12 58 x 36 48 7 18 0.135 8 12 65 x 40 54 8 18 0.135 8 12 72 x 44 60 9 18 0.164 8 /2 * In the absence of a Bearing Pressure Report use fill heights listed under '2Tons.' Where bearing pressures exceeding 2 tons per square foot are required for given fill heights, the foundation material shall be investigated to determine its bearing capcclly. -RbiOti va �NISIUIv I, P^JI NJ 1�i VIII i CoioenoO . REVISIONS METAL CULVERT WITH END SECTIONS METAL CULVERT WITHOUT END SECTIONS L! 11 or L2 1' ML2 inimum Slope 4. I or f/oiler Slope sleeper than 4:1 End Section 2 Minimum- F %Y" = Maximum height of fill over fop of Culvert, including pavement. L! = Length of Culvert to be measured when placed rn accordance with Section 617. L2 = Length of pipe to be measured when placed in accordance with Section 603. Length of extension, when placed in accordance with Section 617 shall be the actual number of feet of new culvert required. INSTALLATION OF METAL CULVERT PIPE Tap of Roadway = Limits of Structure Excavation in ROCK. T Build Embankment to here and excavate to = Limits of Structure 0 7 Ba depth required Excavation in SOIL. �18" do 18" 0.3Ba 0380 :... 12" BBeeddding NOTE. Spacing for multiple pipe moleno/shall be installations shall conform 10 the 12"loose lh10nes details shown on M Standard for 1 �-Aihl . 0 F 411!- Structure BOC*fil/ Excavation and Backfill for Structures. Class 1. F ---Bd = Ba plus 36" GENERAL NOTES All work sha/1 be done in accordance with the Standard Specifications applicable to the pro%act. The tables on this sheet show minimum lhic*nessfor structural requirements only. They are intended for use only where corrosive and/or abrasive conditions are negligible. Heavier metal and/or protective coatings shalt be used where site investigations indicate corrosive and/or abrasive conditions. Pipe arch with equal periphery and with span and rise dimensions approximately equal to those required by pldns will be permitted, During construction, adequate cover shot/ be provided to protect the structure from damage, Pipe shall be placed with longitudinal seams at the sides or quarter points but not along lop of vertical axis. When a culvert is to be extended with pipe of different material, the connection shall conform to the details on plans or be approved Structural plate pipes of equal or larger diameter, conforming to Section 510 of the Standard Specifications, may be subsIlluted for the pipes shown on this sheet at no oddll- ional cost to the State. Variations from corner radii shown will be acceptable provided The pipe /s ofsuft ent strength to support in designated fill height, The minimum depth of fill excluding pavement over corrugated metal pipe culvert shall be as slaked by the Engineer, but sholi not be less thon shown in the Fill Height Tob/es. DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS METAL CULVERT PUPS H-20 LOADING Designed by M R HlApproved by�/R. Made by ✓.R.8. Staff Design Engineer Checked by D.L.S. Date: January 11, 1974 e outside dimension for diameter, spon Or rise. PE INSTALLATION ITH 0.7 PROJECTION RATIO) Build embankment to here and excavate\ to depth )requiredall bl - .1"Bedding ,Material .3 I R-I Bd= Pipe I. D. or Span plus Limits of Structure Excavation in SOIL, TRENCH PIPE INSTALLATION (WITH 0.7 PROJECTION RATIO) ------------ Tent to here, then excavate and fill as shown. 7,7 - BC Compressible Sockfill •' -. Suitable •�• i Organic Moter/o/ I - "-Limits of Structure Excavation for Imperfect Trench. \� o., Build embonkment v • ' "' to here and excavate to depth required 16 Bedding Material 3"--I, l2" i \ 4. - I Limits of Structure /R-I ,. I Excavation -Bd = Pipe I.D. or Span plus 36" in SOIL. STANDARD M-603-RC (MARCH 20, 1967) UK DIMENSIONS FOR REINFORCED CONCRETE PIPE ( For Information Only) (V£) (H£) . e APrI4 VFRT/CAL ELLIPTICAL HORIZONTAL ELL/PT/CAL ..,.. FIFE �.. �... Wall SPon Rise Wall ou0ts de Span Rise Wall 0.3 Outside Span Rise Wall 03 Outside SIZE SI Thickne T(F Thickness (Inches) Rise (Feet) (Inches) (Inches) Thickness (Inches) Rise (Feet) (Inches) (Inches) Thickness (Inches) Rise (Feet) I.D.) (Inches (Inches) (Inches) 12 2 15 2-//4 1 0.49 /6 /l 2-1/4 0.39 23 /4 2-3/4 0.49 lB 2-1/I 0.5B 22 /3 2-//2 0.45 21 2-3/4 0 66 25 16 2-3/4 0.54 30 /9 3-//4 0.66 24 3 075 29 /8 3 0.60 34 22 3-1/2 0.73 27 3-1/4 0.84 38 24 3-3/4 0.79 30 3-//2 0.92 36 22 3-1/2 0.73 42 27 3-3/4 0. 86 33 3-3/4 /.0/ 29 45 4-//2 /.35 45 29 4-l/2 0.95 36 4 /./0 43 27 4 0.88 32 49 4-3/4 146 49 32 4-3/4 104 39 42 4-1/2 1.28 50 3/ 4-1/2 /.00 34 53 5 1.58 1.78 53 60 34 38 5 5-1/2 /.10 1.23 48 5 1.45 58 36 5 1.15 38 60 5-1/2 54 5-//2 1.62 65 40 5-1/2 1.28 43 68 6 2.00 68 43 76 48 6 6-1/2 1,38 1.53 60 6 /.80 72 44 6 1.40 46 76 6-1/2 2.23 2.43 83 53 7 168 66 6-1/2 1 1.97 53 63 7 72 7 2.15 88 54 7 1.70 58 91 7-1/2 2.65 9/ 1 58 7-1/2 /.83 1.98 I 63 98 8 2.85 98 63 8 78 7 //2 2.32 102 62 8 1.95 68 106 8-1/2 3.08 106 68 8-1/2 2.13 84 8 8-l/2 2.50 2.66 115 72 8-1/2 i 2.23 72 / 13 9 3.28 / l 3 121 72 77 9 9-1/2 2.25 2.40 90 96 9 2.85 122 77 9 2.38 77 /2/ 9-1/2 3.50 82 128 9-3/4 3.69 128 82 9-3/4 254 102 108 9-l/2 /O 3.02 3.20 /38 67 10 2.68 87 136 /0 3.90 136 87 /0 2.68 A Also equivalent round dimension for Arch and Elliptical pipe. 96 Sizes shown are for identification purposes only. Actual sizes shall conform to those listed in Fig. I of ASTM Spec. C506. l\O"Minimum CONCRETE CULVERT WITH END SECTIONS Li - End Section CONCRETE CULVERT WITHOUT END SECTIONS Slope 4:1 or flotter Slope steeper than 4:1 „H - - - 2b"Minimum _ Ll or L2 "H" = Maximum height of fill over top of Culvert, including pavement. Ll = Length of Culvert to be measured when placed in accordance with Section 617. L2 = Length of Pipe to be measured when placed in accordance with Section 603 R-I) Length of extension, when placed /n cccordonce with Section 617 shall be the actual number of feel of new culvert required. ........ DIVISION PROJ NO NO 5M EM REGION NO 9 COLORADO R -2 EA) R-4 REVISIONS 4 -19 - 68 Added Arch and Elbpticol Pipe. Gen. Notes. M R H 7-23-68 Dept . Name . M.R.H. 3- l-71 GNsforBbedandIVRCP. Cl2bedmo4. M.RH 8_29-72 General Note onh'onrecnfConc.Pipe. M.R.H. R-I HEIGHTS OF FILL OVER REINFORCED CONCRETE PIPE At I 417FS - HEIGHT OF FILL OVER TOP OF PIPE IN FEET CLASS OF PIPE ( 0.01 Crack D-Load ) Class II Class VEII Class III Class VEIII Class IY Class VEIV Class Class VE �4000 TYPE OF PIPE, Class HEII Class HEIII Class HEIY 1000 D 1350 D 2000 D 3000 D PIPE INSTALLATION WITH 0.7 PROJECTION RATIO LAR Min to l8 Min. to 25 25r to 37 37+ to 45 Min. to l8 Min. to 25 25+ to 37 LARCH CAL ELL/PT/CAL Min. to /8 Min. to 25 25+ to 37 37+ 10 45 45+ to 62 ONTAL ELLIPTICAL Mm. to 18 Min. to 25 25t to 37 PIPE INSTALLATION WITH IMPERFECT TRENCH ALL TYPES up to 35 up fo 48 48+ fo 75 75+ fo 96 R-4 GENERAL DOTES All work shall be done in accordance with the Standard Specifications applicable to the project. Minimum cover excluding pavement shall be / foot. Fill heighfs greater than maximum allowed in the Heights of rill Table on this sheet will require special design of structure. Pipe design is based on safety factor of 1.33 on u/fimafe strength. The heights of fill overtop of pipe ore based on unit weight of soil at 120 lbs. per cubic foot. Pipe Class is determined from .01 inch crack D-load. Bedding is Class B(Modified) with SefNementRatio Rsd =0.0 (Y/e/ding Bed). Changes /n design factors will require compensating change in pipe design. Minimum wolf thickness dimensions ore based onAASHO Design flon M /70 (Wo11 B) for C/rcu/ar Pipe, AASHO Designation M206 for Arch Pipe and AASHO Designation M207 for Elliptical Pipe. Spacing for multiple pipe installations shall conform to the details shown on M Standard for Excavation and Backfill for Structures. When c culvert is to be extended with pipe of different material, the connection shot/conform to the detail on plans or be approved. NONREINFORCED_CONCRETE P/PE onrem arced Co.crete Pipe conforming to AASHO M-86may be used in lieuaf Reinforced Concrete Pipe shown hereon, provided it meels the some D-Load to produce the UNimote Load under the three -edge bearing method as specified for Reinforced Concrete Pipe /n accordance with AASHOM-170. Wall thickness ofp/pe may be Increased as required to meet D-Load requirement. All requirements for Reinforced Concrete Pipe, except those referring to re/nforcement, shall apply to Nonreinforced Concrete Pipe. R-2 DEPARIMENI OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS REINFORCED CONCRETE PIPE I for SOIL shall be 3"100se thickness Structure Backfill Class 2. R-3 I for ROCK shall be 12"loose thickness Structure SOCkf%ll Class t. Designed by M.R. H. Approved by Q Made by ✓. R. B. Staff Design Eng'r. Checked by R. S. M Date: 4 CAST 1 RON MANHOLE STEP /R 2 Y Y This material shall conform to the Specifications for" Nodular Iron Castings" ASTM Designation A 339 Grade 60-45-10 MILD STEEL MANHOLE OR INI FT STFP Step shall be 314 Dia. steel bars conforming to Section 601 the Standard Specifications and snap be galvanized in accordance with ASTM Designation A 1?3. STANDARD M - 604- D (JULY I, 1965) CAST IRON y� MANHOLE STEP ate' '1 14 / T34 5 pal l6 lAt 2 $ 5 8R 3 8 5 B 9 II 4 This material shall conform to the ASTM Specifications for 'Nodular Iron Castings„ ASTM Designation A 339 Grade 60-45-10. 5 FEDERAL ROAD DIVISION PROD. NO. SHEET TOTAL REGION N0. N0. SHEETS 9 COLORADO REVISIONS R-I 7-23-68 Dept Name. M.R.H. HI GENERAL NOTES All work shall be done according to the Standard Specifications applicable to the project. Steps shalt be included in the cost of "Manholes" or `Inlets". All dimensions shown in inches. DEPARTMENT OF HIGHWAYS STATE OF COLORADO R-I DIVISION OFHIGHWAYS STEPS FOR MANHOLES AND INLETS Designed by:M.R.R Approved by. Made by: tiPB. Stuffr)—!y Fes,,. - BAR LIST FOR CURB INLETS, TYPE R ALL INLETS INLETS, ti < 5' INLETS, H > 5' ng TYPE L = -► 5' 10 15' 10111 15 No.Req'd. Length N, .Req'd. Length No. Req'd.1 Length No.Req'd. Length No.Req'd. Length 26 * 11 A, I/ /" II 7 ly 13 X /6 A, 7 ,Y 7 9" II ,1� 47 0" # 4'- 0" 4' O" # 4' 0" 6'- /0' 2! 6 /0" 31 6-10" /1 6'--10" 11 6'-10 5" VIII 7 8'-/0" 7 1310" 7 18'--70" 7 81-/0" 7 8'-10" 7" II Al 5140" * /0'/0 1 15'10" X 5f/O" * 5' 10" 2" li 3 6'-0" 3 //'-0" 3 /6'-0" 3 //'-0" 3 16'-0" 9" II 6 51 /0" 6 /0'/0 " 6 15-10 6 /0'-/0" 6 15' /0" /" YII 3 �K 5'- 2" 3 /O' 2" 21 9" 3 2'- 9" 9 II 7 /0=/O" 7 15'-/0" %2" IV // 1-44" 22 3=4" 33 3'-4" 22 3'-4" 33 3'- 4" %2, III '-5' 22 //'-,5'" 5 3'- 6" 16 3-' 6 27 3� 6" 6 3'-6" 6 3'- 6" �2 f' 2 8'-/0" 2 8'--/0" 2 81 /O" 2 81 /0" 2 8'-/0" - / 5,10 / /0-'/0" 1 15' 10" / /01 /0" / 15' /O" 28ars,1 4Bors,3R 8290rs,5Rbd5 48ars,3/iads 8Bar;5Rbde Tob/e TWO. (See Channel Layout Defai/l. REGULAR INLETS Ibly on Sheet / and Channel Layout Details on thls sheet. 0 r BARS AND QUANTITIES VARIABLE DROP BOX INL ETS WITH H No. Re Id. o, Re L = 5' L = 10' L = 15' Re ulor Drop.Box 40 407 403 407 Cu.YdConc, Lb.Steel jCuYd.Conc.I Lb Steeill CuYdConC I Lb.Steel 10 7 3.2 285 5.3 497 7.4 706 /0 7 3.4 .505 5.7 528 7.9 747 12 9 3.7 326 6.0 559 8.4 786 12 9 3.9 334 6.4 571 8.8 803 14 11 4.1 354 6.7 602 9.3 844 16 13 15 6 4.4 375 6.0 607 7.5 840 16 /3 16 6 4.6 382 6.2 616 77 850 18 15 18 8 4.8 402 6.4 637 7,9 _ 870 20 17 /9 t0 5.0 423 6.6 654 8.1 887 20 17 20 /0 5.3 430 6.9 664 8.4 897 22 19 22 12 5.5 451 7.1 664 8.6 917 24 21 23 14 5.7 471 7.3 1 702 8.8 934 24 21 24 /4 6.O 479 7.6 711 9.1 944 26 23 26 76 6.2 499 7 8 732 9.3 964 26 25 27 18 1 6.4 520 8.0 749 9.5 982 28 25 28 18 1 6.7 527 8.3 759 9.8 991 30 27 30 20 1 6.9 547 1 8.5 779 11 10.0 1 1012 TYPE III TYPE IV 44" t j - 4 e" 21 502 �y 501 R-2 DING DIAGRAMS NOTE: For L =5,' L 40 and L=I5: REGULAR INLETS. Toto/ quant- Itles needed are OUTSIDE of the heavy black line. DROP BOXINL ETS: Tolo/ quant- ifies needed ore INSIDE of the heavy block line. -� STANDARD M r 604 (SHEET 2) (JUNE 9, 1972) Checkered Top Design I II l lTT V - / / ! r I I J �t TYPICAL MANHOLE COVER I � , I I � STEEL WEIGHTS DO NOT INCLUDE STRU CTURAL STEEL. e 5" Weights; Cover = / 25 /bs. Ring = /35lbs. TYPE V TYPE VI TYPE VII TYPE VIII 3S 405 �� 2O„ 406 L Varies 410 1 -42" L LI+✓ories Dimensions are Out -to -Out of Bar ) TOTAL = 260.lbs. EDERq. RD.. DIVISION PROJ NO snEET TDTAE I� E REGION NO _ EETS VIII CO LO RADO REVISIONS R-1 9-27-72 Revislon dale on/ . MRH 4-25-74 Re-calc.lbb/e. Gen Able. Chonnellolvuh. MRH. R-3 6-20-75 Add 403 e 407 bars to cable 2. M.RH. R-2 GENERAL NOTES All work shall be done in accordance with the Standard Specifications appIkuble to the project. All concrete shall be Closs A. Concrete walls shall be formed on both sides and sholl be B"thick. Inlet Steps shall be as shall be as shown on the oppf/cable Division iN"Stondord. Curb Face Assembly shall be galvanized after welding. Exposed concrete corners shall be beveled to oft/2 face. Curb and Gutter corners shall be finished to match the existing curb and gutter beyond the Transition Gutter. All reinforcing bars shall be logged with bar designation and station number. Reinforcing bars shall be deformed and shall be of intermediate grade steel. Dimensions and weights of Typtcol Manhole Ring and Cover ore nominal. All bars shall be a minimum 2"clear Since pipe entries into the inlet are variable, the dimensions shown are typico . Actual dimensions and quontilies forconcrete andre/nforcement shall be as required in the work. oucntilies include volumes occupied by pipes. Structural Steel shall be galvanized and shall conform to the requirements of Sec/lon 509. j-23�{�-��23"� TWO No. 4 Bors �q 1 II jN'2" 2 0 4 m FOR 5'INLET 35�35" ONE 1�-Z Hole /B" 5' 10" -29�}+-2472" 2429� FOUR Na 4 Bon ftcJe I " ' 1 0 0 o fOR 10' INLET 3 35 30 30" 35 THIPE£ 1�eHoles 8185 10'-/O" TYPICAL SECT/ON AT HOLE }-17- 4 I � t�4" 12-}. 4: { 22 42".}«17" EIGHT No. 4 Bon CD of l0 to I FOR 15' INLET 35 30" 30" 30' 30 35 FIVE 1�i Holes 15'40" R- CHANNEL LAYOUT DETAILS DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS CURB INLET TY PE IR Designed b=I.R. Approved by �.,,,..,... Mode byAsset.Scoff Design Engineer Checked byDote: June 9, 1972 T Varrab! } ,00ints on &bwes ano' in Yours of d/tches chaff be no'ed on construction a ,ofeas/ng a0,OdW1o17ce. 2' TY101CAL SECT/0A1 Ulb'th of Tack Coat, Prune Coat oarx7' hbt Bituminous Pave l 2' 30' i r/y " r/y " 4-S/ape 0.02%fY *ApAcrOXImote 717/01r9ess — 5 ` tl�4 I-Profi/e Gram /T7ateric9f sfa&lf be doomed in S&oarete courses at tt;,- fo/%cuing approximate rites tear /00 //n ft of roaa'cuay: B/tuin/sous P&l,'&177e17t Too Layer ....... _ .. 52 Tons Bottom Layer...... 52 Tons Base Course..... ............................ 335 Tans Tte rates shocun IRYW bin determines' from /rrfctrrrr /0/7 avai/o4/e oar tfie tip of design. Rates shoo/d be ono, jested during Construction t0 obtain the requ/red soproxim&te thiclrness. TYPICAL SECTION DE T OUR 5,9 + to 644- Width of Prime Coat O 6' B' 12' d-6' *Apprommrk Thickness Quardities For Information Only: Hot Bitumnous RCvement... _. ... .-,37Tns Aggregate Bose Course ....... _ .. 300 Torts Barricades (See 7w- Stds for a tat/s) ... 2 Pr1177e Coat .....-.............3A'i C-,&b. -Aggreca�,e Bose Course DETAIL OF BICYCLE PA TH DETOUR M a5' ?' 05' 2`AB.C(-C'l0 Note: A// bonrow required to constr� detours oral-,r0F(j?t/on a17d fbXf to remove a/70" di use of OC-tours shall be inc/udeo /n the cost of "/Tf9intenanc� 02- G�tocrrs. " 7'— l/arrab/e Fr"K IK� wnsio� sH eEceox ro. �. b. ME COLORADD � 902.�(/ f) GENERAL NOTES For ,olle/irrrinary plan quantities of Bituinfr"us Mate,,, the fof/owing n `es of dp0110E�1017 wei^e used: Pr/mp Coal ('MC-70) O. 30 Gals ,ncr 52. Yd. %e/r Cat less-/> o. /o sa/s per sq. ra Diluted Emu/sif/ed As,oiialt for Tcsch Coat sit3// consist of oo�rt Emu/sifted Asohaft a-� / c&rt Water. Rates of aoof/cation sho// be cRs deterinineo' by the E at the t/me aV• aoofico/Yon. Any layer of b/tcrmsr-ous pavement th, et /s to have' a succeeding layer p/aceo' thereon shelf be corrm o1elp-1 fu/i w/dth before suereed/ng k&yer is ,ofaced. Oeotli of MO/StUl-t -,a-ns/ty contra/ for th/s ra/W_ject sfa be aS f0//ows: Fu/f depth of &// emben/iments. Bases of cuts "W" fi/1S - % fnoA. Exco+vat/orr squired for compaction of gases of c4 S a fills w/f/ L')L- consio'ered a s subsidiary ro that chi atioi and w//I 170t be paid r`a^ scpa^orle/y. It is estimated MUY' e-50 hours of f/agg/ng far CO/7//'o///n9 traffic w/f! be regu/rPo for ;his project' - F�xfble McX1411ts on this Prs eCt with helrC.&I Corru9dtions, jo/ne�y by dimolcl Connecting ends, sias// use a s /iny Comp cfnd c.r srFe�` svif/s tfie Conrnectiny b 170'. A ski type oL-vice at .Cast 3o )oec t /r7 !cn th can& a short shi or shoe 9i)&// be w/m each bifum/rroUS 0~1- ct-Of STANDARD CURBS AND GUTTERS STANDARD M - 6 0 9 -A ram NO DIVISION PROJECT N0 NO T (JULY I, 1965) 9 COLO. iETE PAVEMENT DRIVEWAYS) Gutter Variable t _. see Ian_ s___�T Driveway '•;W 6 TAIL OF CURB CUT FOR DRIVEWAYS For type and width of /Driveway, see Plans Z - NTRACTION JOINT (EMENT (DRIVE GAYS) 6„ 1 length of slab OF CONCRETE ITERSECTIONS CONCRETE SIDEWALK See _Plans -for Width ssloe 1/4" per foot�� A Cq 2A:•�1N:AA`r.sd% A 4" Curb 13 Gutter where regd. GUTTER Type 2 ®- R-4 W'=Variable (See Plans) If--W/2'W/2� R-4 2' CURB Type 4 CURB Type 4 (6 Barrier) (Section B) (6 Mountable) (Section M) M1 6"-' i— 6v 6 New 6 :IB_'fA111 +Pavement'`��- �5"ex12':. a:, �� f.pbars ..► i �,• d,a..e;; burs IV eholes 6" Present Concrete °1v 6. ehobs 16 foot °'.� `- pavement . (foot spacing) $:-:. spacing) :.. VO x 12" re :Iforcing bars at 6 foot spacing. Cost of installation to be included in unit price bid for Curb. Bars to be grouted in Ik Tholes in present concrete. Grout to consist of 2 parts clean sand and I part cement. CURB Type 2 (6" Barrier) (Section B) I-- a" _4 - CURB Type 2 (6" Mountable) (Section M) 6. --� 6. a7i) Roadway 6II" Pavement Y lion latter Curb Thick (Min.) IEof Gutter CURB Type 6 (4" Mountable) (Section M) _ R_4 ,CED of CONCRETE CURB To be built when Concrete R-4 A Gutter IS required 4.. i monolithically with curb loncrete Pavement rite -1- 11 of spec- R-4 Roadway fill Pavement at slope Shoulder CURB AND GUTTER Type 2 (6" Barrier- I' Gutter) (Section I B) 41, ,I I -0• 4;y 12"`a sl. erft.m a A 4. 4, > v Z" 6n CURB AND GUTTER Type 2 (6 Mountable - I Gutter) (Section I M) R I 4"-1— 6" I A C' 12" St. k2" erft� - : A. ' 0' 0Slope In opposite direction when required to fit field condltiores. ID CURB AND GUTTER Type 2 (6" Barrier- 2' Gutter) (Section If B) CURB AND GUTTER Type 2 (6" Mountable - 2' Gutter) (Section lIM) LEGEND FOR RADII A I/g' B 1' C = 1 V2 D =1'/Z to 2' CED R-4 R-5 REVISIONS II - 16 -65 Subtitles M R. H. 2- 14 -66 General Notes. M.R H. 7-19-66 De t. Name and Rev. Gen'l.Note. M.R.H. 5-21-69 Provide variable with on conc. gtr. Add class Bto conc..n Gen. Note M.R.H. M.R H. 5- 7-71 CURB AND GUTTER (Type 2) (4" Mountable with Sidewalk) (Section III 11) GENERAL NOTES All work shall be done in accordance with the Standard Specifications applicable to the protect. On Curves 3 degrees and sharper, Curbs and/or Gutters ore 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 toints shall be Installed between concrete curb and any fixed structure, sidewaln or bridge. Expansion pint material shall be I/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 DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS CURBS AND GUTTERS Designed by aQJ Approved by Made by a-) Staff Design ngr Checked b C+PS Date: July ul I 19 g9 NOTES FOR R. O. W. MARKER POSTS All work shall be done in accordance with the Standard Specifications applicable to the project R-3 Posts sho/l be Closs A, B or D concrete. The upper 12 inches oT marker posts shall be rubbed free of form marks, and the top surface of the post 177ust be constructed to drain thoroughly. R-I Light weight oggregote conforming to ASTM C 330 will be allowed. A// exposed surfaces of the bronze tablet are to be ground fo a smooth surface All fellers are /o be depressed a m/ni/77llrn of 6 //X/z l/Iforma/ion on the bronze tab/ef /ndicaJedby pin /i/r_5 is fo to stamped in fie/d by fhe ertgineCring party affer�sfis p/aced, ai6 Inch /effers and figures fo be used Project de5iQna - ljon5 on /able/s sha//beproxrfy s1v/yn 0. e, I for Fed Aid /nfers/a/e, F roc Fed.Qidprimar�; S for Fed Aid �cor7oary, elr � C for S/ate Projec/s, see de/ai! below. ) A AYS-SgrF -{_ o m of L i:.;�2 Rl ly M ARC ,A RIGHT OF WAY MARKER POST i Bronze Tablel STANDARD M-612-A (JULY I, 1965) FEDEq�L ROAD REG NO DIVISION PROJECT NO SHEET NO 9 CDLORADO BENCH MARK REVISIONS �5_2-66 R. 0_W. Marker_ N__ot_e 7-24-68 Dept. Name _ 5- 7-71 Add note on concrete M R.H. M R.H. M R H. 6-30-7, 1 Bror7e Tab aims Rev oil Dept. to Dn M R H. All work shall be done in accordance with Standard Specifications applicable to the protect. i I All exposed surfaces of the bronze tablet are to be ground to a smooth surface All letters ore to be depressed c minimum of 1116 inch Information on the bronze tablet in- dicated by pin lines is to be stamped in held by the engineering party offer marker is placed 3116 inch letters and figures to be used. Project designation on tablets shall be properly shown (i e.; I for Fed Aid Interstate, F for Fed Aid Primary, S for Fed Aid I Secondary, etc & C for State Projects See details below), I Bronze Bench Mork Tablets will be furnished by the Division at no expense to the Contractor II 1 I Ground Line I I it i lnstahon of Bronze Bench Mark Tablets will not be paid for directly, but shall be in- cludedallin the price bid for Concrete l l II II lit I' I � ;I II II I II I I I �'• i III' � 4t v ' I I I' II I �A II II '� V• I 1 i1 III I ' 1, II � III I� I I I LJ L1 I /0" Slope /^ Concrete 1 u ' I - —3ke II L/„ 23/„ B 2 i„ s B 116 %'1 2Ty_ D _ P._T t i7/6 p /BR `—Omit and use 12"x 1/2"� bar SECTION B-B SECT/ON A -A for Bench Mark Table? DETAIL OF BRONZE TABLETL� FOR RIGHT OF WAY MARKER POST AND BENCH MARK Note Where 2'-0" safety curbs are not used place marker In center of curb PLAN 11 /2'A Rod I'- r F�A CLGVMIIVIV AYSSrdl F O� r o o STA o One marker to be placed on Bridges as shown The station shown On marker shall be the B BEL _ B center- line stationing directly opposite the marker NCH t$' R-4 LA R-2 DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS MARKER POSTS AND BENCH MARKS n Designed by R£L Approved by��Jy Made by £ f O. Staff Design En9r. Chocked by R.EL Date' July I, 196g 4 e" ® 24 SWI-6 STANDARD M-614-TB ( SHEET I OF 3 SHEETS) (JULY I, 1965) a Typical Signing Where Traffic Is Prohibited Along Construction y WEST \ 00 SWI-I(L) MPN. SW13-1( ) R wes � R-3 � Q / 3,o /I•T F F F v� N � � O w 0o STOP w0 71 W� �► N �� 1Sro3 SRI-IEN n - N e0 _ N z O :a roi n A N m a 7 y� W o< �c 3r ; Q Typical Signing � Q N W V L 11\\ N -CLASS I BARRICAL yI ROAD CLOSED SRII-3 10 MILES CLOSED SRII- ' LOCALTRAFFK ONLY ®swl-7 48"xz4" Route of Construction J °eJ 3 N X N N a CLASS I — f h h BARRICADE N .ZI f SR I -I � N °�Dss N �c N 0 _ Z N O mo in z ,°, N O J O oz i v lV ^ `°- z 64 Q y V D3 - y 48' c W v Q I-6 \m sw1-6 MPN. SW13-1( ) S o New Wall-, S N o0 s o 0 0� o Where Traffic Is Permitted Alona Construction N f I N A. W n N T m O 0] W y A 1n m N = m z ° z �° < N o O — c O A iCD C m Q _ a m O N M X Cal / X m k., T N U N W w . \ yU o o � o y Wn N mz \ \ V 0 O Z \ m Route of Construction W -uZ D 0 °- v(�00 F o o E E Do 7 m LNX W rEDERIL ROAD DIVISION PROJECT NO. SHEET REGION 10 NO. I 9 COLORADO E'' L� R-I o a REVISIONS 7-12-67 Note 23 G.W.F 7-8-68 1 Rev. Break -away, Placement, Code Nos, a Dept Name G W F. 12-24-68 Rev U S. Shields J.L S. 11-22-711 Rev Signs 9 Code Nos I I S O z m o °A° See Note No. 21 0 z _ m m a c i c G N oLL 1 <�a N 0: b m o0 3 mr�iia 3 O 3 00 N N / a NOTE: See Sheet 2 for detailed drawings of signs. See Sheet 3 for General Notes applicable to Sheets I and 2. X N F z° 3 LL V O X _ z W N m 0' m m O Z z 'o m O to 0 - "tn m m V) Q� Nq I Z — optQ N J N = ZCL N _ == W I 0 7 U ��a ' ca X ti Lo M h V .m / 3 \ J a X V Q zz� It TOP VIEW 21 R-2 1 1 R-2 R-I 5' to 7' See Note Depending upon No. 23 field conditions II-M m. IB" _m X fi � N �• 1 g' Min` z 3 Shoulder Edge w or Face of Curb Sign Placement a �� DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS TRAFFIC SIGNING FOR HIGHWAY CONSTRUCTION ' Designed By D R W ap 9y Made By JLS Traffic Engineer Checked By: J B Date AUGJST 91 1965 -TB (SHEET 1) IG SIGNS le No 10 e 5 5 XW6-3 4 PF q 24 2F_EXW6-3 36 — I 500 FT G _ 1000 FT - 1500 FT I i REGULATORY SIGNS See Not1e No.9 13= I 13z I 5 R O�A D e-D CLOSED 8 5 19 1 19 48"x 30" Margin z Border 3 SRII-2 Corner Radius:le 2116 I 221 213 I 22 _ ROAD CLOSED 6- 33 10 MILES AHEAD 5-C 3 LOCAL TRAFFIC ONLY 4-c a __-248 _I-24z 47 60" x 30" SRI1-3 I J SW20.3A S A B C D E F G S A B C D E F G M I J i167-D SW20.4A 48 12 12613g I4g 13� 13g 7- $W20-4 48 18g 17g 96 9g I IB IIB 38 5a 38 7-C 375-D CW20-3A 36 8i6 8g 9g IOe19i 94 5- CW20-4 36 1316122 61s 6Z 8z 82 27 3, 2' 5-C CW20-4A IAIBI 500 FT G 6lc I D T— E 1 E I Fr � H IFI_�� 1500 FT G I TI11% SW20-5A(R S A 13 c D E F G SW20-5A(L) 48 1016IOgII-12gIlg1116 6 SW20- CW20-5A(R 36181 186 I93,lOg9z 9i 5-C CW20- cw2o-5A(u I EE 500`°T� F 1000 FT- G I-E I-F--l- 1500 FT I S W 20 -7A C W 20-7A S A B I C D E F B J7G 111by ICI Ilbp DETOUR 5-02 I to - -- 3 II I II 30''x 24" Margin g SM4-9(R) Border s SM4-9(L) e Corner Radius IZ C I D E SW21-1 25___�_ 24: IB:IB8I 4� ROAD 6-GZ =4; CONSTRUCTION 6-C _a 2 5 MILES, 6-C _- .-,. - --_-4a 13' 13T6 Margin: 1 60x 36'� Border 41 SG20-1 Corner Radius IB WARNING SIGNS See Note No. 10 STANDARD M-614-TB (SHEET 2 OF 3 SHEETS) (JULY I, 1965) WARNING SIGNS See Note No. 10 �Iy2 19 ,1 20g 202 12S 12z 8 8 1122 z I e - L - - i_--il<e Marging Ie e Border 3 48"x24" Corner Radius IB 48"x 24" SW 1-6 SWI-7 IBIDI D [gESW13 IH xwl3-I FEDERAL R D REGION No DIVISION PROJECT NO SHEET NO 9 COLORADO 7-12-67 REVISIONS M.R.H. R-I R-2 U 7-8-68 Rev Code No. 6 Dept Name G.W.F 12-24-66 Added Notes J L S II-22-71 Rev Signs R Code Nos J. J S e DEFc nIz M 51c 2.L 8-C 2 3-E2 � 5B 616 3a IOC2� 4-E 4 18 68 3 Margin: -e J J Border A Corner Radius: 112 S A B C D E E G H I J N PC SW20-6 3s 2,6 36a 13� 1312 232 ,y 30� r12�-{-146� BUMP- B-D SW8-1 II\\ 30 —F/571ROA B 500 FT G <__FRESH_� 1000 I-G-+-D-TAD 3 JG FT_ —-CONS0UCTION_ 1500 FT G AHEAD- i O I L E I F 58511 S I A B I C I D I E F G S I A 1 B 1 C I D E I F I G I H I I I J I SW21-2 SW20-IA 48 12 12,613814I87-G S 220-1 48 9 916 2625,6118 1120 416 3-L 4167-C CW20 IA 36 89 83 9_1 101 9 93-5 CW20 I 36 63 6� 19 18 8 8 33 21 34 5-C Is e e z a a S z z z a i s 36 17/ �7. � 78 81.I\ I It I II I ROAD I 5-D 500 FT 5-D MACHINERY>- `2 5_0 1000 FT 5-D AHEAD /� 54 —D 1 II s IIS � 1500 rTs-D Io e I IDA SW21-3 SW21-3A GUIDE SIGNS See Note No.11 25 + 248 I".16e1_ s D1 _36-G E;g CTION 6- ----- - _---- —4z 60"x 24' SG20-2 Margin e Border e Corner Radius IZ 161L-L--16 %'» 15 1' I — , END 55=C' ROAD WORK 55-C ` - —3 42"x 18" SG20-3 Margin e Border 8 Corner Radius IL PLATE DETAILS 301 2 a ' 3 f� 27Ta 72. fL 6: [DET,OU R; - - 13z 4B- i —2: 6-0 Copy-" . 48'x 18" SM4 -1 OR SM4-IOL R 3 Reverse Dimensions for Left Designation 102 IOg- 12 12- �I 73 71 I 7 6,2�, I NOTES: SEE SHEET I FOR TYPICAL SIGNING AND SIGN PLACEMENT. 01'/ 6 G SLOW 5 C SEE SHEET 3 FOR GENERAL 1 NOTES APPLICABLE TO SHEETS I AND 2. 16 10 l 7 , Diamond ALL DIMENSIONS THAT ARE NOT 1—_L— Margin_' LABELED ARE IN INCHES. Border FLAGMAN SIGN a Corner Radius I See Notes No. 20 and 22 13is 13i I _ 3 PILOT CAR s FOLLOW ME 5 3 _ 14 e 15 36"x IB" Margin: e s SG20-4 Border e Corner Radius Iz RM DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS TRAFFIC SIGNING FOR HIGHWAY CONSTRUCTION Desi d e DRWT, C. red B 9ne Y DPro / Made By HBD Traffic Engi Checked "I y J B Dole AIIG J 4T I 9 , 1965 (SHEET 2) 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 lathe 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. FERAL Roa❑ REDEGION NO DIVISION PROJECT NO SHEET NO 9 COLORADO R-I R-2 R-3 12-24-68 REVISIONS 7-12-67 Added Note 23 GWF 7-8-68 Rev Note 23 Ek Dept. Name - Deleted Note G.W F Rev Note No 18 J LS R-4 I-22-71 Rev Notes 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 , shalt 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. 4. Work on the Project shall not be started until all required signs ore in place and approved by 20. Flagman Sign -This sign shall have a black painted background on both sides to form a the Engineer. Where speed control appears necessary such speed control shall be requested contrast for the octagonal Stop sign and the diamond Warning sign. The "STOP" sign shall be from the Engineer by the Contractor. Control of speed through a construction zone may be fabricated by reverse screen process using transparent red paint on smooth surface silver reflective achieved by Advisory Speed plates in conjunction with Warning Signs (SW13-1 for use with sheeting. The "SLOW" side of the Flagman Sign shall be black process paint on smooth 30" Warning Signs and XW13-1 for use with 36" and 48" Warning Signs). The Advisory surface orange reflective sheeting. Handle to be grooved on one side to indicate reading of Speed plate is to be posted only at those locations where the safe speed is lower than the sign to Flagman. imposed Regulatory speed limit. 21 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. 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 Contractor's 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. 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 "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, R-a 12. All signs shall be reflectorized unless otherwise specified on plans. Regulatory signs (unless otherwise specified) shall have a screen processed block 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 123B or 125E 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 265 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. 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-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 to 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. When Flags are used in lieu of the Flagman Sign, they shall be a minimum of 18%18" 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 DRW A., roved Hy may^ M"de By J L S Trnff c Eng.neer Checked By J B P^fe AUGJST 9 , 1965 It -TB (SHEET 3) IICADE a R-3 TYPE 2 BARRICADE A iR-3, 2' m m to �I -� _ variable mex ---- 1 I� 3' min I(VN� i lumber, aluminum t ®� 1 U weight materials le for mobility. � •eflectorized rail May be fabricated of lumber, aluminum ion ), or other suitable light weight materials of structural soundness. Type 2 Barricade has 4 reflectorized rail faces ( two each direction ). TYPICAL TYPE 3 BARRICADES A R-3 4"x159"Lag Screws (Timber) h rail to post (FIXED ) �- -- As Required _I ROAD See Note 12 ;t CLOSED sRn-2 SWI-7 I_8, 6'-6"max I--z_6"x6" 11 3'-0"min Posts For traffic diverted right , reverse For traffic diverted left , reverse ong I of stripes this side. angle of stripes this side. (MOVABLE) lectorized rail direction; 6 if As Required* _I ROAD CLOSED sRII-2 2°x8"J� 4"x 4" Posts -# and Braces I'_8' DEToua SM4-IOR I 5' min I'-8" � Sandbags for 6'-6"max. s added stability r 2"x8" Ijt1ZZ 2"x 6" Frame 5'min. j J7IIl�i 11711�11i\� I�� � 5'min 2" x 6 •• CIIlI�arl�iZ�Ii\�.,,, BARRICADE DESIGNATIONS TYPE 2 TYPE 3 -- gg Mid=4" min,- ie_' mo 2' min, to variable nri 8" min - 12" max— z_ As required, see Table 3' min 5' min de Striping See Notes 4 8 7 iuty Light ' A Frame Posts Skids or "A" Frame Portable Fixed or movable Temporary Temporary or Permanent R-2 RAIL LENGTH TABLE TYPE 3 BARRICADE LENGTH FIXED MOVABLE F -A M-A 8'- 14' F-B M-B 15' 24' F -C M -C 25'-35' F-D M-D �-35' STANDARD ( MARCH S-614-52A I, 1972 ) R-3 TYPICAL DRUM CHANNELIZING DEVICE Orange 4" to G" /\ — . -- .. - 4" to 6i 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. DETAIL OF BARRICADE RAIL STRIPING ■ Aluminum Cadmium plated steel EXPANSION RIVET DETAIL Panel Expansion Rivet Y — 3 r� x x 32 3g± TYPICAL_ SECTION 45° R-3 TYPICAL VERTICAL PANEL CHANNELIZING DEVICE z4" 36 min, Sheet Aluminum or other suitable light weight material. N'I G11 o�uwInc [�j 1 -- REVISIONS 6-(6 Notes - - _- �- JDS ER=21 1 - -_?� Notes, Illustrations, 8 Title J D,S CR? L12-9-74 Noes, Il ostratlons, 8 Table JD.S GENERAL NOTES I. All work shall be done in accordance with the Stnrdard Specifications applicable to the project. 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 3. The various types and combinations of approved signs and beacons for barricades required for each project shall be governed by field conditions and subject to approval by the Engineer. Typical barricade applications are shown in Port 6 of the Manual on Uniform Traffic Control Devices for Streets and Highways. ®3 4. Painting shall conform with Subsections 508 08 and 614 07 of the Standard Specifications. All skids, braces and posts shall be pointed with _ coots of "Exterior White Point" - Horizontal and wing rails on all barricades shall �nve orange and white stripes The entire area of orange and white stripes shall be 'eflectorized. 5. Each barricade rail and vertical panel channelizing device shall be striped on the face side only with stripes slanting downward at a 45' angle toward the side to which traffic is to turn or pass. The backsides of rails and vertical Danel channelizing devices shall be painted with "Exterior White Paint ". 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 painted with 2 coots of "Exterior While Point" R-3 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 8. All skids, braces, rails and posts shall be nailed together with No. 20d nails All screws, bolts, nuts and washers shall be galvanized or codm vm noted 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 the current Standard Grading Rules published by the Westerr. Wood Products Association, and shall conform to applicable paragraphs for the roils and posts. 10. Detachable extension wing rails for byaossino of construction equipment are permitted when necessary The length is variable and shall be adequate •o provide closing of borrow pit and/or shoulder as required May be used on. Fixed or Movable Type 3 Rarricades II. Alternate materials or other reflective elements or traffic signs or barricades will be permitted only after approval of such material by the Division in wnYing R-I 12 Flashing Beacons or Barricade Warning Lioi�t-, :',all be used in connection with barricades when called for by the Engineer When -sed, they shall be positioned above the top rail of the barricades to produce the most effective results When used, Barricade Warning 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. 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. ®2 16. Drums shall be reflectorized for use at night and should never be placed in the roadway without advance warning signs ®3 A 17. For wooden barricades, nominal lumber dimensions are satisfactory. R-3 ■ 18 For rails less than 3' long, 4" wide stripes are to be used. DE F,AR 11�dE N1 r,l HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS BARRICADES, DRUMS, f VERTICAL PANEL CHANNELIZING DEVICES "sg"rd ey C N F M7" dy JVN .. e; Med By GWF ADro vad ey -'.6 T,,ff:, Engineer Date Maier /, 19 72 i X-O, I - 1—th of 51phan Bach to Bach of Headwalls Pay Length of Siphon lobe Measured along the centerline of the Pipe 0, K3) (iD OF ONE OF SERIES 536 TO 540 --CORRUGATED META W,L9J /8'- 511 to 515 '6 to 20 30"--521 1,1511 to 530 ��4- 531 75 C L • Zeyi`0 -,31i ONE OF-QC1E5'.Sl6to 54r) n, 9/0 oc I OF ONE SERIES-'' ILI 546 R-3 CR7 --- I I i - — 1- -rr-n ry EM NO. 616 ITEM NG.601 ITLv NC.602 ITEM NC.616 PE GAUGE IS STD. CONCRETE REINFORCINGl STEEL TRASH GUARDS SIZE DRAIN 16 3.60 Cu.YD. 306 LB. 2 @ 107_LE EA. 6- 16 4,5 () 'U. Y D. 343 LP. 2 0 138 LEAA. 6- 14 5,50 CL.YD. 377 LB. 2 @ 183 LB. EA. E. ) LB. 2 It Z19 LE. EA. 6. 12 6.00 GU YD 445 LB. 2 g 256 LB EA. 6' 6 - VALVL.AND VALVE BOX EACH N )ARD M-616-B SECTIONAL ELEVATION FR --3) TABLE OF DIMENSIONS A 5 C F - ,112 4z' ��Oi 1,-41, 36, 9' J, 4 - �01 42" 7i" 1211, 4-6, 1ED cq-3 PLAN �,d;ustable cost iron Valve b( . base with min or Dizz insecre aia and acceptable equivalent) PIPE -9- 9'�. ,?, 0" -.J ME' If VALVE IS USED ADD 0.4 CU. YDS OF CONCRETE FOR BASE. CE3 2'x 2 'x 3/6' Angle Iron flange I riveted securely to end of Siphon P/08 II T --T L J— SIPHON PIPE NOTE. = Inlet and outlet boxes are identical. STANDARD M-616-B FEDERAL ROAD REGION N 0. DIVISION PROJECT 9 COLO (JULY 1, 1965) GED Stretchers and C/105S (-From,, 2", 31e - - - 51—a-171, SrOCe, I�IZX !14", 16' -,( 24' BAR LIST FOR IS lPHON Support Clip -�- X 1,;11/,a,,p r- Hinge Headwall IJ �4' Frame pipe Sleeve Extra washers to con play ' WIngwall IHInge Assembly weighs 4.6516. �VX 18'Ball, With t and Frame 1!12 d 2 Washers HINGE ASSEMBLY-"' 2"x ��"x 6"Steel Hinges " Headwall e, W117gwoll '14 SUPPORT CLIP TRASH GUARD AND DETAILS CED TRARN (UlAOn nI1U1171L10Ir%KI0 „__.__I PIPED/A. F 6 d K L N N S T W /8 24 40 46�12 17*8 23;�a 113'14 17,714 .5 3 41 50 20 23�18 641R 75 30 36 52!klz- 59 ?9-§8 3548 29314 Jh 3 67 76�P 46 57 17112 108 65k2 96 42 66 4k;8 35JI4 344 155 64 122 106�12 CE3) 42� R-I 41 ---------- A bed V4 I 'Ile -1 staple a min 4 0 112 Concrete _ Ln Non -perforated drain pipe (For length see Structure 011antilAs $heels.) Slope variable. See 3 sketch n ,Ia, To 5-/ al. al' m .... .. f- a".-S'a's .-Rvbber ,g gaskets 7 of -,`-d-1 s/,&c/V"s. . % 6 "Standiard flanged iron body /'- gote Valve with brass trim and filling, "/,' subject to approval by ,, ,vision 5. 0. prior to installation. CED FRONT ELEVATION 4-fa,A iv,,ae, 1,Vlh BENDING') IA 1AM ILL BARS 0 119' 546 2 2 2 2� 2" 24 2 2 1 -8 =21 547 36' 8' 4' 2- q 5,1 6 15 5-5' 5 A6- 4 310' ,y 3' /o 506 24 4 4' 7" 16 W', -12"T 6 7 507 I'S 8'4" to 511 2 /ea p. -56" za 5/6 2 12�2 s_�l 1.each1,—!� _42 520 by/0 536 .7 -537 54, 10 Sjr� .-d In 2-47 REVISIONS 4-4.66 2-6-67 Pay Length and Gen. Notes. --I 7-15-69 D.name.Trguard Deicbanddtls.-h 4- 9-71 - —Conc, in Gen Note and table GENERAL NOTES All work shall be done according to the Silaflaal-al OPP11COble to tbCproleCi - All concrete shall he Cl,,, 4, a or D. A# V,,d, stoat All remforciny h, shall be tagged ,h he 5/a bar desgna lion All #xposeal For siphons required and _qaveeneng al-effs,"s 5,& pla :fphonVrains'a 'Valve and ivalve Boxes' are to be prolae, callecl for on M-S and /abulatea' /a the Structure 01 ALL DIMENSIONS NOT SHOWN AS CLEAR ARE TO THE t DEPARTMENT STATE OF (ED DIVISION 0 G.S.P E Designed byAGK ApI Made by P. C. Chocked byw M,rV1 Dal SUMMARY OF APPROXIMATE QUANTITIES ` ' AD M 8025 25 (1 0 ) s�^�co�a.co IDEx CONTRACT ITEM NO. CONTRACT ITEM UNIT ROADWAY' MAJOR STRUCTUREPROJECT Na B-Wf4 I -_��T TOTALS rue sneer 201 202 202 Clearing and Grubbing Removal of Structure Removal of Sidewalk L. S. Each sq. Yd. t S to ! 5 /O 202 202 Removal of Curb and Gutter Removes/ of Asphalt Mat Lin, Ft. Sg Yd 59 I24 59 /24 202 20.9 Removal of Bridge UnC/assif%-& Excavation (Haul) Eoch Cu Yd 400 l I / 20,E �Z03 206 Borrow (Haut) Compaction (AASI/TO 799) Structure Excavation Cu.. Yd. Cu Yd Cu. Yd./9?O /,300 ,,000 ::f r�40tol 206 209 Structure Barkfi l/ (Class 2) Wetting Cu Yd. M Gal. 45 /00 /!55 17200 /00 210 210 Relay Pipe 05 Inch) Relay Pipe 08 Inch) Lin. Ft Lin. Ft 34 36 i 34 36 304 403 Aggregate Base Courses Class 6)(Nau!) Hot Bi tum i nous Pavement (Grading EX) (Haul and Asphdl t) Ton Tan l,100 400 /1 /�/� 400 411 4/! 5U2 Emulsified Aspha/t (CSS-/) Lfquid Asphaltic Material NC-70) 5tee/ Pi/iny (HP /O x 42) Gd/. Ga/_ Lin Ft /30 750 45S750 /30 509 GO/ 60/ Structural Steel (Galvanized) Concrete Class A �MiscB//ar�eous) Concrete Class A Box Culvert) Lb_ Cu yes! Cu Yd. /3 ¢B/5 57/ 4,8/5 /3 57/ 602 604 608 Reinforcing. Steel Inlet Type R L S (5 Foot) Concrete Sidew&tk Lb. Each _ Yd. 260 I 396 60,a5 80,3/O 396 609 609 6/ 6/3 3 Curb and Gutter Tyne 2 (Section T-B) Gutter 7yoe 2 (0 Foot) /,$ /nch E,�ctr icaf G^or�uit Wi,^ir�g Lira Ft Lire. ft Lin Ft L.5 425 37 /50 s I 425 37 /50 ! 6L3 6t4 617 Recessed Light Flagging /2 Inch Culvert Pipe Each Hour Lin. Ft_ 250 36 9 9 25© 3B G/7' 24 Inch Culvert Pipe Lin. Ft, 9# 94 620 621 606 Sanitary Foci/ity AA%�7tert?/Xe= of Atvbiliratlon Each L.5. L. S. l ♦ s / / ! SUMMARY OF APPROXIMATE QUANTITIES � w ennaw 1 na. wo. M8025(() 9 INDEX CONTRACT CONTRACT ITEM ITEM NO. UNIT ROADWAY MAJOR STRUCTURE NO 8-16-FO PROJECT TOTALS rpE wer FORCE ACCOCJ/VT Sig�inq �i'.b' St�ioing Entire ProJect (IWoi'fr ,dy City of Fa^t Co!/ii2s Forces) L S. i /A D r[D H IAYLA °'°"°""°° STRUCTURE QUANTITIES WOM� �I S� PROJECT NO. It6IMYLARI no � I COCOR�DO M 8025�1� '�- UNCLASSIFIED STRUCTURE STRUCTURE REMOVAL AGGREGATE HOT CONCRETE CONCRETE CVR6 9 GUTTER E XCAIMTION EXCAIAITION •N" LOCATION CUNC 1MR0 BACKFA.L OF COURSSE PAVEMENT SIOEVMLK CLASS a TYPE 2 CULVERT PIPE sURI;WING CUBIC YARD CUBIC YARD STRUCTURE CLASS ) ING STEEL (SE-C. Ii- B LINEAR FEET OVER MT EXCAK EAAII E S0. YD. CU. Ya MISCELLANEOUS ITEM) 617 CULV. CL.Z EACH TON TON MISC. LB. LIN. FT 2" 24" FT. 59 � to 64 L.S: 6 �b 6f+ � /77ai17tenarnce of Detours t?*GYl � s $ 6Vo00 to 63AV270 60+75 to 62+ 1,26 60*8S to 61; A $ 61* to 62+ /3 260 6 /+00 to 62#40 / 72 61+00 to 63#00 200 6if /4 5 / 34- Lin. Ft. Relay /S" Pipe GZ+39 23 s 3g 3 / each Inlet Type R L5(5Foot) 62+39 to 62*76 37 Lin. Ft. Gutter Type Z (6 Foot) 6Z* 60 /O ! 79 26 Yd. f?emovalof Concrete Sidewalk 6Z* 76 to 63*Q� IS _9 /24 Sy. Yd- Removolof Asphalt Mat S3 59 Lin. Ft. Removal of Curb 6 6utt er 62t 63 23 94 2 63+10 17 6 / 36 Lin. Ft Refay- /8" Culvert Pipe Err T TOTALS / 0 f t 7 33 5 79 26 346 f3 2BO 4 25 38 34 ded in Ro-%Wav Ouantities led in Surf&cii7 AM I Kill k0 Ml 9025 0) 1E SURFACING PLAN STATION SOURCE QUANTITY -TONS HAUL -TON MILE AGGREGATE BASE COURSE CLASS G BOTTOM LAYER HOT BITUMINOUS PVMT. GRADING EX TOP LAYER HOT BITUMINOUS PVMT. GRADING EX AGGREGATE BASE COURSE CLASS 6 BOTTOM LAYER F+OT BITUMINOUS PVMT GRADING Ex TOP LAYER HOT BITUMINOUS GRADING E, 61+00 to 63+00 670 /04 104 O Estimated For: w (- Approach to Proj. 60+00 z l 6 8 26 26 Approach to Proj 63+00 / 6 8 26 26 Bike Ramp fit w 7 Structure Quantities :D 79 13 l3 TOTALS 1085 1 17E / 6 9 345 v_vry ' ,v 11-111U• /ak EDLA ................... 43 Serviceabi/ity Index......... 2.5 Region&I Factor .............. 1.2 S Strength Coefficients_ Hot Bituminous Pavement.... " O. Mln-95) Aggreyste Base Course...... 0. 12 W Min•78) Subgrade "R" ua/ue ............. 32 r� COXCRETE CLASS A 11 SCFl_tJN =0084 CUYQ/FT' INDEX BOOK I PAGE SHEET SUMMARY OF EARTHWORK QUANTITIES UNCLASSIFIED EXCAVATION (HAUL) Cu Yd. Roadway (From Cross Section) 385 Structure Quantities as Excavation l0 Tote/ ,395 BORROW (HAUL) For Roadway Embankment COMPACTION IAASHTO T99_ Cu. Yd (Moisture and Density Control Embankment (Net} 1,521 Base of Cuts and Fi ll5 378 TOta/ /,899 ROADWAY QUANTITIES BALANCE Cu Yd Excavation Unclassified 385' Borrow /1205 5'rUCtUr>° EX06V. Ib be U6eo' a5 EmL&nkrrient 540 Totes/ 2, /.30 Embankment Net (Roadway from Cross Sections) 1,521 Embankment X Factor(1..4) Z, 130 GENERAL NOTES ALL WORK SHALL BE DONE ACCORDING TO THE STANDARD SPECIFICATIONS OF THE DIVISION OF HIGHWAYS, STATE OF COLORADO, TO TO, THE PROJECT. ALL CONCRETE SURFACES EXP05ED TO VIEW SHALL RECEIVE A CLASS 2 SURFALL FINISH, ALL CONCRETE CHAMFERS SHALL BE 3/4 INCH UNLESS OTHERWISE NOTED. EXPANSION JOINT MATERIAL SHALL MEET A.A.S.H.T.O. SPECIFICATION M-213-65. IT SHALL NOT BE PAID fOR SEPARATELY BUT WILL BE INCLUDED IN THE WORK. SOUNDINGS AND DEPTH OF FOOTINGS ARE IN ACCORDANCE WITH THE BEST AVAILABLE DATA. WHEN DIFFERENT CONDITIONS ARE ENC �U Ia TERED, THE BRIDGE ENGINEER WILL INSPECT AND DETERMINE IF REDESIGN IS NECESSARY. WHEN EXCAVATING FOR FOOTINGS, THE FINAL SIX INCHES IN DEPTH SHALL BE DONE BY HAND LABOR METHODS. - ® FOOTINGS IN ROCK SHAlT"NDT"BE FORMED BUT SHALL BE PLACED AGAINST UNDISTURBED ROCK. FOR DETAILS OF STRUCTURE EXCAVATION AND STRUCTURE BACKFILL, SEE STANDARD M-206-AA. ALL STRUCTURAL STEEL NOT OTHERWISE NOTED SHALL BE A.A.S.H.T.O. SPECIFICATION M-183(A5TM A•3a) ALL STRUCTURAL STEEL NOT OTHERWISE VOTED SHALL BE PAINTED IN ACCORDANCE WITH SECTION 509 FOR ( ) PAINT. ALL BOLTS SHALL DE 3/4" DIAMETER, HIGH. STRENGTH, UNLESS OTHERWISE 'TOTED. NO WELDING OF ANY KIND SHALL BE PERMITTED ON THE FLANGES OF STEEL GIRDERS UNLES5 SPECIFICALLY CALLED FOR ON THE FLANS. THE FOLLOWING TABLE SHOWS THE MINIMUM LAP FOR COMMON BAR SIZES. NUMBER 456 1. 78910iCE ERSIZE LE1'GTN 1'-0' 1'-2' 1'-B" 2'-3" 3'-O" 3'-10" 4'-10" GRADE 60 REINFORCING STEEL REQUIRED FOR #5 BARS AND LARGER GRADE 40 OR GRADE 60 MAY BE FURNISHED FOR #4 BARS. E. F. = EACH FACE N. F. = NEAR FACE F. F. = FAR FACE V ROSS"REFERENCE DRAWING NUMBERECTION R DETAIL DEl TIFICATION LOADING DATA LIVELOAD: A.A.S.H.T.O. HS-20-44 OR INTERSTATE ALTERNATE D EADLOAD: ASSUMES 25 LBS. PER SQ. FT. FOR BITUMINOUS PAVEMENT DESIGN DATA A.A.S.H.T.O. 1973 UNIT STRESSES, EXCEPT AS NOTED REINFORCED CONCRETE: 05 BARS A LARGER, ft • 24.000 PSI EXCEPT fs 20, 000 PSI IN TRANSVERSE DECK SLAB. #4 BARS fs 20,000 PSI fc • 1.200 PSI n • 10 STRUCTURAL STEEL: A.A.S.H.T.O. M183(ASTM A-36) f • 20,000 PSI A.A.S.H.T.O. MZ23(ASTM A-572) , 27,000 PSI O IfcmNo. Description Unit Total 202 IPemova/ of Eri j e _ Each / 20c. Structure Excavation Cu.Yd. /970 Zorl Sructvre Beckftll (C/ass 2) Cu. Yd. //55 509 Structural Steel(Gawa.,lzed) Steel Pi/ri�g(NP/Ox42) Lb. 48/5 NO2 Lin. Ft. 455 60/ Concrete Class/4 (Box Culvert) Cu.Yd, .1'7/0 G 02 Eelnforcln Steel _ Lb• �gQSO G/3 /%zlnch E/ectrica/ Conduit L/n ff. /50 Cot3 Wr'rin L, 5. l 6/3 T 2ecesscd LX ht Each _ _ 9 V W/0945 or HP.5 /Ox42mq,y A� osed in Lieu of ilP10x42 BRIDGE STANDARD -0- 1 r�utna� �cn� U17. ►ROJ. NO. R E V 13101 C 'INDEX OF DRAWINGS D'4G. NO. B 1 of 12 GENERAL INFORMATION QUANTITIES DWG. NO. B 2 of 12 GENERAL LAYOUT DWG. NO. B 3 of 12 MULTIPLE BOX CULVERT OWC,. NO B 4 of 12 MISCELLANEOUS DETAIL IG. NO. B 5 of 12 TRIPLE CONCRETE BOX -,4G. NO. B 6 of 12 SINGLE CONCRETE BOX DWG. NO. B 7 of 12 WINGWALLS DWG 140. B B of 12 WINGWALL FOOTING AND DWG. NO. B 9 of 12 14INGWALLS FOR CONCRE DWG. NO. B 10 of 12 WINGWALL DETAILS DWG. NO. B 11 of 12 STRUCTURE NUMBER STA ''G. NO. B 12 of 12 ENGINEERING GEOLOGY BRIDGE DESCRIPTION 4Cell C.8.C. /9�-/CVYx6-�8>8 DIVISION OF HIG GENERAL INFORM/ SUMMARY OF OUAt Static 61r76.23 t4 62f 3 77 StdtICX Near,`ort Collins Sec. 22 2 Des�grmr J_Gry vlr>& Structure EreValler "4e,.fwvrf Nu ow.a tt Ldfatwln4 IMurroor is / of (/IF1 ) 916.30 5020 — 50/0 5000 — X Structure I � I Toewall I a Z 50/6. 46 E/. 50/6 53* E1.50/6. 48 A' P �` \ I 90" / O 40° j — - - -- --_ --_- ---- - - —s=a -- 9 ---- --- - --- -- __-- \ - /3-Handrailposf \p�.C* d'O"=/04_'O" - -- — — - - ------- --------------- See Dwg.No 8 ¢ for curb \\ \\ \\\ \\ Egut/er delsils(Ns corner 61+76. 3Ya 23 0/\ \ SYa. 62+38.77 Profile Gradt \ \ E/ 5660 .\ 6 2 \ \ El.50/6.46 pC Shields Street_ — \\ \ 10 \ \ \\ \\ a 21-Handrai/post spa. � 8'-0" � l68''O" � \ Toewali 14* Elevafibrrs 6� top of hesdwall /fz"Elect- / / PcAni conduit-�'/ Approx.locoban /� g power pole + /. 45 % -/75.6 5016. --------------Existing Ground \ I I Line o box wa//1 1 L\ U /- _Excavation f 8ackf/ll calculated fo this 'line. SECT/ON (Taken a/GY-ofileGrade} 4: — 5020 50/0 — 5000 f ON PflOJ NO 9�E Ei TO— RE6�0'/NO NO SHEER z n coEoanoo / ! 802-5 Cl) B REV ISI DMS �J O Q D.A.= a.3mi2 Q,�= 1250 SION OF HIGHWAYS ENE,PHL LAYOUT L DeskPw svine stnxer B 2 of / 2 Drawings " Reve+on Uan- Iv,� �r-isxv,-,T'..'---..�-��++.� C- --1--' -- T - —T-- - _,�nr. - - _ _ _ —L.--