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HomeMy WebLinkAboutSOUTH TIMBERLINE ROAD AND EAST DRAKE ROAD - Filed STR-STREETS - 2004-12-28WEN DENnT HALT PAYED CUL-DE-SAC AFT INr saIANT F aDN Aa GU11ER 6 PNADD YDNa111M/!LY NM IOA.4EIII VAE ' �� Ea•AY$Nl �\ TLV64FIbE -`� 0Or'9WGTON Ip611L'IIFL L T F TWb4fl6T coxslRu:tan �� awlwcTax '� DJNSOAKTION # IDET 111L8a1E GENERAL NOTES T1I5 srwDNo DDEs Iar IFPLr ro nlx mnonE 1AENp5 (NMTowDc). TES lYPN1 AOM UINIII b NIRNFII ro N: 16ED A5 A 5TA'bla fOR 1K JQa LNTIIr MI THE 1110ACr. F TE DONTDCINf PROPOSES VAWiDNb nall TRS STAMDAa OR TE PROIfOT INS UM1151111 M WEQII.NI (allOnE16 NT W.ERAFD NORA TE WN1RN:10R AWL PRFPNE A PAYETa1I JONT UYOUI ipi A"PAOIA M TIE EXLINIDL ! tONGIII v N ODn WM(MGS NEN NRSBIF. NO NNE WAMN 9•N]NC aE 12s R. (Is R. �. C0151R110T T8V6Wa£ AMR PptPeaMAf ro TE WIIeD1NE F PAVEIOAr Na Ei1W 1MpLYA1 TIE LIMB DR GDN MD (MTT. *:. PIMF I/2 N ML fIPANSNN JCM illET M iF 8 M. F tlAB J011r AT MTJ6ECNNI RFTAN RMNb Ft1D11S .. TE CONIP/c1OR AWL UIDES ORETD1s A1DDx M TE M/AR St16T AN uS A eonD Bs.NRR AT MLER, N5NN016 Ila SMFIA 9ff SIRUCIUFFS. SYN1fT SMUCRNLS AAOH AS VAK Ila 110111Aillr M1E5 9W1 IIOT ANME A BNa BFN(ER. TM51516< A0N15 91NL s LFATFD AT TE FNIFA F ffIWINi WVN016 Ala DIFIi M TWYSA91s JODIr 9WL PA4 MMX 4 R. F A 11111NO1i. A R R. DR VWTA IMTILEIN R. RNdI1D P114 L1a W I R. fl11 A FSf-M PAYflMIT IFIDINE OR SMAf 9II rRUCAF. 1YPIfH IOW JFT. AS SHOW M W"S, 91VL BE USED. L ToADM AT©AOIrI M 2 R. Ml FAN i� MFII A (aN1811a15 N AT PA\ EMBIT IS P01 111012 TIN 0 R., TE JOM IFNRSr W m11ER/lE AWL s Ill UNBEO DOJMR. PfM16581E AIENNT: AMNR MM AWL RNM<18' r M.AM 1Y Wx, rnrc r nFx a 1255 IS' WY, NIC. OAF r TNK / � BOMUI L L * ir! a>�IIWOM Y E r,re. * MNeala F AYE s ADM NOTE * idellND OR AFraNA PMFa SFE NOTE A PER185ABIL A TYPICAL CURBED PAVEMENT JOINT LAYOUT CUM J MIEI OR_ NNAnE , 111Y s NA'1FD NM iRF11 OR D1GK F Wla Colorado Department of Transportation Computer File Information Standard Plon Revised CONCRETE STANDARD PLAN NO. s= PAVEMENT JOINTS M-412-1 r- PMw. (BOl) 7s-Wu FAx (mT7 m-Dem NSPeN M xoNN 41zo1ozo3.sy Project Development Branch SD AmA vmNn: Ru smN: W uWr III Issued By: Project Development Branch October 1. 20DO Sheet NO. 2 Of 3 -25- OECN GENERAL NOTES 1. TDS STAOAa PLW Dab MR MILT ro T1M WIKTEIE O+ENAY6 (NMTFADa7. 2 I0G1E Q ADM AT A ®AONr art A MIMUY F R RET Flpl A ©AM. 3. 11! ,art U1NUr b NRMLD ro BF IA#0 AS A SIADNAI IOR TE JDDrt U)d1T FOR 111E PTO.FLT. F t1E mxmAalu PRFDs15 vAWTaxs Ball na srAMAa aR nE PgDIECI ws INIIAFL oR DRPAM fYJI10111a6 NF WVEIED H95F1, TE aaMMALTOR AWL PNPARE A PAVEMENT .IODII UYOJT FOR AWNMA M TE pGMEL)L 1! faOl AIffi SHNl BE (SMSTUCIEO OIAY N1lla OFAMNTII W TNC PVNS 4. NFN A cMIM1W3 NMN F PAWMEM 6 POYLU 11IRT TWI b RET. TE AONI NUAESr TE Cana811E 9WL s M UITtD iDi �. 5 M 4 DANED Na1DAY5, W 2 LNE DMCMIYI PAVEMENT Ma 801H AIOUIOFRB 9W1 s R.1® NMLNlanINlVI SASD tlJNM•LIION JOMIS, 8. ON VANME MAM SIAb. M R nmr M 4 FOOT as F 9A8 DUH DDANAUN WY VMO t8 11106. ). ro x 16F0 wNEll TWr1C VALE b MM SEPANIELY M RI all 9SED a1A10E lADS uTFYU E �r 1 AOIT LOGATIMlB AT SPEm aWaE LNIE WY s USED F NNNOAD. TYPICAL JOINT LAYOUT FOR ' Da" DF TMvn CONCRETE ROADWAY WITH CONCRETE SHOULDERS JOINT LEGEND AN1NDNa AWL eE STA • Na' NIERWAS M E1LM OIIISR IIN"DF MaUnER M 910AN rI(D) wM) F A A TW6AllII F10 ® NNOM III!1$ TRAFFIC FLOW : 7 N.L L5%kYl .NWR y Y FNu® HAL T IS PAVEMENT THICKNESS FROM PLANS PLAN VIEW SECTION A -A SECTION A -A DOWEL BAR DETAIL sN0.lN6 w . IN NON. NNININB NFINYA 1nlfRvlf£ NNA1Mc vfRm l sl(Ew TaElsllac � FOR U2s.! JOINT WITH 14 ft. AND 12 fL LANES IND 1p slaw TalETA11£S DETAILS ILLUSTRATING QOWFI PLACEMENT TOLERANCE W SIIBYCIpM 412.13(B)2 Fdt ILLIM.ID TM M V.LL116. T�Y16 1Y k 8'� DAIIFlblalb (S. De` 1) ". n JO CTti� E. ®I■K�INIIN 10 WIN 0 ■'���I Kew -©- TIW6vLRff NNIMtTIOII -OD 1Ma110NF1 o�oNn�m 1mW�mEL� E EMU 71' RURAL TWO-LANE _ MLIITI-LANE WITH SPEED CHANGE LANE AND CONCRETE SHOULDERS No A4m Fall oF LNE OPIRl510N11a ONLY. SlE PLVb Fdl SRBPNG 10GT11N5. 1 'LLelilos M5(SEE NOTE 1) a 9aMnE" W Y 14' 1 W it 12' OPTIONAL LONGITUDINAL JOINT IN CENTER FOR SINGLE LANE SPEED CHANGE LANE Colorado Department of Transportation Computer File Information Standard Plan Revised CONCRETE STANDARD PLAN NO. ° a1-r� PdN w.Ad�AAm.u/OwdwMPlNb/bslFlArygwlA�daM1� DOW. fmnenh: PAVEMENT JOINTS M-412-1 NN (yG) 757-M FAfI: IN]) m-sezD Nor q M Nnc 41AI0103,* Project Development Branch SO MW vNNNn: R14 Sodr. W unRr eNNM1 Issued W. Project Development Branch October 1, 2000 Sheet No. 1 of 3 -22- r�PNro1 uNc15a 1r DonWr Are GENERAL NOTES al N • li r 1. P,MIMT TNCE6 (». 9WL s A5 tlUID MI N TE RN6 �F I TE 1MI65EIR AOKT N OUmNIN (�-s-J wamLc Om No artTn 6 AWL s SAND ro TE SME 1. DFPI11 AS is PAWAIpIT. 80n011 F SN LUT BRIDGE APPROACH MWFNDIT TNICI(NM (0 TE aW WE WM11 fIAR OIAMEIER T < e IN. NP. 4 1 IN. B IN. 5 T 510 IN. No. 5 1.25 IN. W IN. ( T ( 12 IN. IN,. 6 1.60 IN. 12 IN. ( T ( 14 IN. No. 6 1.75 IN. 1/4 nD. aMAa :;: . s r , r T . EB6 T f 112 1 PR INAFbI T 1E SY6 1 I i BO a INTFAI•i L •- (• L L ,' _;ram i .,(;:. -; 9 NFjMA 4 NF•VOII v �.. OE . TVA 3/4 LONGITUDINAL 1t TRANSVERSE CONTRACTION JOINT LONGITUDINAL CONTRACTION JOINT o EXPANSION JOINTeeisiCONSTRUCTION JOINT OD c c D E PVN , *KO A A 111THW CUB INLET OR MANHOLE ♦ I I�ffljIIII A CAST IN PAVEMENT ¢�b A IQYNO b ALOND ro n ' . 'take v r wF b nE DIAe aR ISPllam 1Y10 PEF T - •. D N r/2� i ;-� D 12' 1M ` 0 IxiB0141UI F L L Wf6B'MIONF •1/ O .0 � T rMA .YIC1/4- F1RR LONGITUDINAL TRANSVERSE RB IOl1T ` , v INH Miai CONSTRUCTION JOINT CONSTRUCTION JOINT Y AMM�ET~ AMT s lAlr-1YYrl- : . tsFE Auer OA FTa) -1 1r 1/4 + 3/tr T DOIa NFA 1/4 N2Ea SECTION A -A ' II OODa 11faEa 4 �. �S3-/1F • l•' S A J � •:.� 1DV �i0lC .: 1 r..-,.Y.--.I ~' al MiA Yn •� 1 u1{: �d {• ; is Mkr - T/3 ••� . - J. ••. SECTION B B D/M NDDm L •r •' i(2'�s ifaOR•xdD 3/� #BPI ROD• eao NmuFR sW1 e: mso4ll u Nrelc AsmNLr ABR, DUIIDAa PAER u anFR .wP1la14D ® I110ML ro PIEVMT Dap10. DOWELED TRANSVERSE SEAL AT * A4vt IF la FeltIO41lePr1 .aD8.A0ND M• NAS CONTRACTION JOINT CONSTRUCTION JOINT SAWED JOINT Colorado Department of Transportation Computer File Information Standard Plan Revised CONCRETE STANDARD PLAN NO. roN.wsoc.L,N.m..NNa�DPrPNrN/1mF6vwN1/Isaaesm/ Doer �a.P.�tr ° PAVEMENT JOINTS M-412-1 D1nlI. fabo0o 80222 7n-Mat rA1e (mq m-DRa M. M NPmr 41M10.AS.Wq Project Development Branch SD AmI v.NM: R14 sew W Mft nNDM1 Issued By: Project DevelepmNd Bmnch October I M113 Sheet No. 3 Of 3 -24- N b 16.9, 11 0.1' 6.0' 12.0' 1� 1 2.0' 1 12.0' 11 1.3' I ���F---T-T�������������j o O o L 0 0 a 0 0 0 0 0 o O 0 - o 0 0 0 0 a 0 12.0' 12.0' . f 10.0' . 10.7' 12.0' 2.0' k O 0 c3 A a a 0 7.9' o A a 0 A � Q c ` c c Lu ` c J ` LLI 2 2 c 2 f 11.4' I 12.0' I 12.0' I 12.0' I 12.0' ~�1 16.0'I 9.9, 30 15 0 30 60 SCALE: 1" = 30' f 3/4" EXPANSION JOINT ALL LOCATIONS EACH SIDE OF X-WALK CONCRETE PAVEMENT (TYP.) 10.0' 10.0' 10.0, 10.0' 10.0' 10.0' 10.0' Joint "A" Joint "C" Joint "D" Joint "E" KEYMAP Z to Z w Z Q W � a a o 0 w 0 z 0 m a wn a aof w w z Z W m U of W W n Z S >U 1 V) F U K U N Z 0-N a Q ae a U J W PZ W 5;a w 1- z < � Q w a 0_ Q 5 H Q Q O 00 Z 0 UQ T aww �O zoow 0o cm Lj .,/ JO Of zC5KZ H O n�aw m E :D w W O w QU QJ0o �¢ U , ww T m W Q r 100' 10.0' 10.0' 10.0' CD zLO W W(p� z� C7 z3 �_ M m cf) � v "0 1 ` to Lu N O O Z 0 2 -6" s" 1 1/2"R. II o J N 2"R. L J } CO } DO DO N ^ ro •• .. _N N io U (n Q W S � N C) C) p #15 ROOFING PAPER - Z J TYPICAL JOINT BETWEEN CONC. PAVEMENT LAJ Q do 6" VERTICAL CURB do GUTTER W w z 0 J Q J 0 O (n ~ �7 W U L -j Q�/ LL LLJ O aI� LL I- LL- LLJ L J J O Z � � J LL1 m L- J U Cn Q 0 SHEET d OF 3 JOB NO. REV. 9023.38 0 x