The URL can be used to link to this page

Home My WebLink About2000 8944-01-71 2000.pdfm INDEX r,, SHEETS SHEET O SHEET No. 2.1-7-5 STANDARD ABBREVIATIONSY O ♦ E r i:f r QUANTITIES, TYPICAL O SHESHE G SHEET ♦ AND PROI SHEET N04,,t-,�,7 STANDARD DETAIL DRAWINGS SHEET O SIGN PLATES SHEET NO. STRUCTURE PLANS SHEET NO, COMPUTER EARTHWORKS DATA NO , ♦..SSECTIONS TOTAL SHEETS = 13� A.D,T .IL ♦•y = 1160 i = 180 t = 50150 OF i ESTATE * WI �+ I PL At,J trJ;F PRN ..I[i7 It..1PF.i •* JlEt,.lEt.•11T S.T.H. 35 - S.T.H. 65 ROAD (C.T.H. U - S.T.H. 65) CONVENTIONAL SIGNS COUNTY LINE COMBUSTIBLE FLUIDS ) Ok CORPORATE LIMITS Leeee�'eeersoi UNDER GROUND UTILITIES GAS —G PROPERTY LINE --- . — ELECTRIC ------^ E LOT LINE '® TELEPHONE —T LIMITED HIGHWAY EASEMENT -- -- SERVICE PEDESTAL CABLE MARKER EXISTING RIGHT OF WAY----- - - — POWER POLE 11P L.I NEW RIGHT OF WAY TELEPHONE REFERENCE LINE SLOPE INTERCEPT -- RAILROADS F+ MARSH • �` a ORIGINAL GROUND PROFILE EXISTING ROADWAY OR PRIVATE ENT.—_—! WOODED AREA CULVERT IN PLACE RIGHT-OF-WAY MARKERS a P P CULVERT REQUIRED OVER HEAD LINES CULVERT REQUIRED PROFILE 0 0 FENCE LINE RT. GWIX COUVTY Mr-m'1 r6�lrvra�•ar�rs w0mmmu t Lantz um & ,F 237.98 Catk co Y47.S � a t R 1 J7122Q() I171i LZI IL « rrr��7.%ilL� I fames D'& j a ilia LAY OUT GRAPHIC SCAIB RT FEEL ) TOTAL NET LENGTH CF CENTERLINE = 3.873 NI. P, ♦♦•« ♦ r gas r• s W.IMX I mmmmmz NOW- giol"mam"i'' PAGE CE$L:RIPTTQN ADJ. ADJUST R. w RRD` RADIUS S.DD. 15 C 6-70 PAVEMENT MARIONGS AM AGGREGATE R.P. RL. RA RADIUS POINT REFERENCE LINE S,DD. 15 C 6-7b =MMNLM PA CTIONS) AK AHEAD R P. S.DD. 15 C 12-2 TRAFFIC FOR LASE CLOSURE (SUITABLE FOR MOVING OPERATIONS) () ham' AVERAGE R.GC.P.S.S RF7 CULVERT PIPE, A.D.T. AVERAGE DALY TRAFFIC RE0 D. REQUIRED BEG. BEN REF• REFERENCE LINE B.A. OEM ABRUPT RECONST:. RECONSTRUCTION BACK RT. RIGHT R/w BACK OF SIDEWALK R/W RIGHT-OF-WAY BHT. BITUMINOUS RD, ROAD C.B. CONTROL CABINET SAN.. SANITARY SEWER C, C. CA CENTER LINE SW. SIDEWALK OF SOUTHWEST GE COMMERaAL ENTRANCE S SOUTH 6 CENTRAL ANGLE OR DELTA S.B. SW Cow- CONCRETE S®. SIGNAL BASE Comst S.F. n SO. FT. SQUARE FEET CA, COUNTY SY. w SO. YD. SQUARE YARD C.Tit COUNTY TRUNK HIGHWAY ST. STREET C.Y. m W. YD. CUBIC YARD S.D.D. STANDARD DETAIL DRAWINGS C.P. CULVERT PIPE STH STATE TRUW HIGHWAY D. QED OF CURE. STA STATION E.A. RA ABRUPT SS STORM SEWER E EACH S.E. SUPERELEVATOON OR SOUTHEAST EAST OR EAST PRO.LCT COORDINATE T TANGENT C TELEPHONE LINE GEFIERA , NOTES E ELECTRICAL. LINE T.C.P. TEMPORARY CONSTRUCTION PERMIT E.B. EASTBOUND TIP, TELEPHONE POE EBS EXCAVATION BMOW SUBGRADE T.L.E. IE)&NORARY LIMITED EASEMENT ELEC. ELECTRICAL TN. TOWN EL a aEV. ELEVATION Tom^TYPICALNO TREES OR SHRUBS ARE TD BE REMOVED WITHOUT INN PRIOR APPROVAL Ep ELECTRICAL POLEU.S.G5. tAdCI- UN E)CAVATIOB OF THE DUST. EXISTING UNITED STATES GE SURVEY RE FIELD ENTRANCE USH U.S HIGHWAY F/W FRONT OF SIDEWALK VAR, VARIABLE THE LOCATION OF 00STING AM MOPOSED UTILITY INSTALLATIONNS AS SHOWN FT. FOOT V.C. VERTICAL CURVE ( ON THE PLANS ARE APPROBATE THERE MAY BE OTHER UTILITY INSTALLATIONS G CAS VERT, VERTIC& WITHIN THE PROJECT AREA THAT ARE NOT SHO*L CONTRACTOR SHALL VEREY G.V. OAS VALVE V.P.G VERTICAL POINT OF CURVATURE ALL UTILITIES PRIOR TO OONSTRUCTOL HCR. HORIZONTAL V.P.I. VERflCAL PENT OF INTERSECTION HYD. FIRE HYDRANT V.P.T. W VMTICAL, MINT OF T WA WHIN THE Q3AKITTf OF THE ITEMS OF BASE OR SkWACE COURSE 6 MEASURED NL INLET W. WEST FOR PAYMENT BY THE TON. THE DEPTH OF TH OF THE COURSE LD. INSIDE DIAMETER WB. VESTBOUND SHOWN ON THE PLANS IS APPROMMATE MA THE ACTUAL THEMIESS WILL NV. INVERT (ELEVATION) WV. WATER VALVE DEFEND ON THE DISTRIBUTION OF MATERIAL AS DIRECTED BY THE LP. NON PIPE OR PIN [B POUND L.LENGTH(OF ) NO PASSING ZONES WILL BE LOCATED BY L.F. w LIN FT. U EAR FOOT LT. LEFT MAX MAXIMUM ALL INTERSECTIONS TO BE PAVED A5 DIRECTED BY ENGWEEFL M.K MANHOLE MI. MILE M.L m MA MATCH LINE WIN, MMMUM N. NORTH OR NORTH PROJECT CDOWATE N.SP. NORTHERN STATES POVIER KBI NORTHBOUND NO. NUMBER N.E NORTHEAST NOR. NORMAL N.W: NORTHWEST PAYE. PAVEMENT P.E PRIVATE ENTRANCE PS m P.B. PULL. BOX P.C. POINT OF CURVATURE Pi POINT OF INTERSECTION P.T. POINT OF TANGENCY OTY. QUANTITY PAVEMENT MARKING 4- PAINT 36, EDGE VARICNG CENTERLINE 12� 4"(�UC H) CRUSHED Offi HIT YELLOW w LF. SP�ECOURSEE MYC PA T TYPE SSATiON T6 STATMId CTH H PUL AND RELAYED EXISTING BASE AND SURFACE STA 10+50 - 15+00 900 563 PASSING ZONE EAST BOUND STA 15+00 - 26+42 Z254 286 PASSING ZONE BOTH DIRECTIONS " -CRUSHED AGGREGATE BASE COURSE (BY OTHERS) TYPIcaL NM H II TA ENT SECTION C T N N Sf& 26+42 - 33 86 1,488 93G PASSING ZONE VI ST BOUND (STA. 10+50 TO STA. 215+00) STA 334116 - 103+48 13,924 13,924 NO PASSING Zak BOTH DIRECTIONS STA 103+48 - 115+31 2,388 1,479 PASSING ZONE EAST BOUND STA 115+31 - 121+62 1,262 L262 NO PASSING ZOO BOTH DIRECTIONS STA. 121+62 - 126+12 900 563 PASSING ZONE EASE BOUND " STA. 126+12 - 142+25 34228 403 PASSING ZONE BOTH DIRECTIONS STA 142+25 - 152+00 1,950 tm9 PANG ZONE NEST BOUND STA 152+CO - 167+25 3,050 34050 NO PASSING ZONE BOTH DIRECTIONS STA 167+25 - 174+55 L482 914 PASSING ZONE EAST BOUND STA. 174+56 - 181+35 1,355 949 PASSING ZONE NEST BOUND DIGGERS HOTLINE TELE. 1-840-242-6511 SPA 161+35 - 162+55 . 240 30 PASSING ZONE BOTH DWC704S STA. 182+55 - 188+92 1,274 796 PASSING ZONE EAST BOUND STA 1W+92 - 197+09 1,634 204 PASSNO ZONE BOTH ELECTIONS MIDWEST NATURAIL GAS PD Bm 27 AHERITECH-FIBER OKICS AND DISTRI&lTION STA 197+09 - 202+87 1,156 723 P ZONE WEST BOUND SS. H54I25 204 SOUTH DEVEY ST. EAU VIS, 54701 SPA 202+87 - 206+94 614 802 PASSING ZONE BOTH DIRECTIONS TU- Cn!D-247-5279 Ta- I_ 7 ATM JASON CRUM ATTX CHJCK LEVERENTZ STA 206+94 - 210+76 7" 478 PASSING ZONE EAST BOUND FRONTIER CA BER OPTIC NORTHERN STATES PAVER CO. STA. 210+76 - 215+00 646 so NO PANG ZONE BOTH DIRECTIONS 154 E aW St I= LIVINGSTONE ROAD NCv RicHona VM 54D7 HUDSIK VIM 54MS PACT TOTS 4D.9DG LF. aas23 L.F. TEL, I-60D--52Y-0579 TEL (75)-386-4819 ATTtt TERRY DOW ATM YICKT K BREAULT STATFdN "LO 5TATICUN LDCAIM$y, ST, CROIX ELECTRIC CO-OP ST, CROIX COUNTY HINT. DEPARTMENT 1925 mDrEwAY St P.Q. BOX IDS CTH H Esc. &QIS 1150 DAVIS ST. HAMMOND 54015 STA 10+50 - 215+00 CL 49."9 TEL (715)-746®7084 S�-•MS. 22� ATT. LARRY AATTN DAME. YFEALS, HWT. COMMISSIONER — PROJECT TOTAL 49,989 S.Y. CONSTRUCTION STAKING STA N m S &MM LS. GIN N STA 10+50 - 2I5+00 CL t s -+ WAlQ4-I2-<JAlKh UrAumLS.. SrA11aN m S'*ATKYN CTH N CTH H STA 10+50 - 215+00 CL 1 STA. 10+50 - 215+00 RT./LT, PROJECT TOTAL I LS. PRCAECT TOTAL 3,280 (TM SHOULDERS B 128 D C.Y. PAVEMENT lAmam rn STATION LQ9ARM SAS CTH H STA. 10+50 - 215+00 OL 9,400 MAINLINE • b 'S • s: 6 ry, I s:airT::. ai w m h O w O p Y! h p N N M 4 N N rrt G rn w Y1 e°b ® 9 O C w q + h N N ry 6? N N Ck CURVE #2 m o cr o n o m ri w Y � q R 4 w WS p p h fl w w 8+T O h I rl��■� �III�1!!t . , a, n m o rcs ^a $ + 6fA N yp yh O •x h a a �11 a.a �Ir ..r CURVE #4 y® }14 9 N 6t1 µy .a a.: ar �. $ L W+ P.F O N + W F �.f • �eF ,v rr+q' Xa CURVE 5 " 175 T 175 i 430 L 86,67 43 86.87 0 QA4 0.06 0m �„-.•��. -- a04 �. '- `� -a -aa --0de6 `. L a .m — —0.04 h + 6 CURVE #7 DATE m04MAYOD E S T I M A T E O F Q U A N T I T I E S SHEET: 3.1 LINE NUMBER ITEM ITEM DESCRIPTION UNIT TOTAL 8944-OY-71 QUANTITY 0010 304D3 CRUSHED AGGREGATE BASE COURSE C.Y. 3,280.OD 3,26D.DO 0020 4D301 QMP, ASPHALTIC MIXTURE TOM 9,40D4D 9,400.OD 0030 40713 ASPHALTIC CONCRETE PAVEMENT, TYPE MV TON 9,400.00 9,400.00 0040 64301 TRAFFIC CONTROL LS 1.00 1.00 0050 64601. PAVEMENT MARKING, 4-INCH, PAINT L.F. 69,523.00 69,523.00 0060 90004 MISC 90004A CONSTRUCTION STAKING LS 1.00 1.OD 0070 90357 PULVERIZE AND RELAY EXISTING BASE AND S.Y. 49,989.OD 49,989.00 SURFACE STK 1 ( 20 F% LT SAWCUT ERRSff, P.E. LNTOTE: Br.END CRUSHED AGGREGATE SHOULDERING MATERI L. 13+27 LT. LL AGGREGATE PRNATE TO MATCH CURVE j1 MxR, P-E P1 -STA. 111 M4O ^-....� r STA t5+45 LT. 0ci Ic-04'34'bd° L_ . STA 15+35 LT. a+ - amr4e' m ""^^. AGR2. PE. PGCR. P.E. + R ®t1 IL0 FT FT P; WK 16+38 LT. L - Z=54 FT m r% 1'~ ""'RM °� t < 9 SPA. 10+50t— : - - - - - - STA. 164-40 RT, BEGIN PROJECT F.E _ NOTE: SAWCUT PAVE)ANT (By OTHERS) R/oA MATCH STA. 17+25 RT. .+. AGM RE R w2t-W w cQv SCALE SEE SUPER EX 51" Fs a i- III IA � 0 so 1CX 15o' NET LENGTH OF CENTERLINE STA 10+50 TO STA. 24+00 = 1350 LINK. FT. AUGNMENT OF CENTERUNE STA. 20+69 CL DUSTM 3 - 3e CMPS 66`g1y NT111 END STA. R. RE +10 22 CURVE /2 RM P1 + STA 22+2R.77 R - 1W0.95 FT I o ® 10.10, 50' L - 355-M F4 Dc . 024113A' S.E. - 3.4% A T - 17&13 FT Y > STA 33+10 20 FT. LT. + SVL LT: MA.� ACMF-E. r�� KM O _- ------------------- ®--- 57 :-----"'^'� —.._., STA 31+47 20 FT. RT,SAWCUT (BY OTHERS) STA 33+45 20 FT', RT. ANTp{ EXISING GRADE samiff (BY OTHERS) MATCH STA 36+80 RT, A1. F-E I rrr�rrwrv��.�•a✓in. a rr Y STA 41+11 LT. AIR.. 7K RD � C �~ v STA.4 2! fCL STA LT. 46+97 V AGM WrrH END SECTIONS CA o _ ` RD _ — — — — — — — — — — — --® — — —' ?BM.32 I-T — — 67 � ®.'-a.._. — \ _ —°'R/R ®... �— R� — — ®— ®' — w — �® —'— — .— — w — —.L—• _' g— — — — — — — — — — — 33'RW CURVE 03 ry m * SLPM ELLVATrN TRAKSTION waw NOTF- BLE24D CRUSHED AGGREGATE SHOULDERNG MATERIAL p,L STA, 54+6&14 I ;� TRANSIT KAS AT ALL AGGREGATE PRIVATE EMrRANCES TO MATCH D, 0&.. T - 3=42 FT ft - 351&24 FT mmmm' I, # IW III l 13 ki EXISTING 3ar Cmp wTTH END sEcnoHs�t,, STA 60+12 20 IT, LT. =FEX(TYINMO P)P.F- STA. 67+32 LT, — AGGR P.E. ---RJR - - —R/W- - — — — — — — — -.AL_— — — 57 67 I -- — — — — — — — — — — --- — — — — — — L — — — — — — — — sr-k 5z;. F — — — — — — — — — — — — — — — — — — — - — -- — — — — �Pvw 4 ---] - - — - - —it/,v AGM RE ST& 5&+60 RL STA, 661RW �TTA. 63+50 RT, Z Rr. 22 FT. Rr. SAIYCUT (Er( OTHM) MA SCALE MATCH Das7m arr. Tw RD, SM _ 67+18 Fr. AGM RE 66'RW C'j 50, too, 15D' NET LENGTH OF CENTERLINE STA. 54+00 TO STA. 69+00 = 1350 LIM FT, pot STA. 76+47 CL STA, 77+17 LT. STA. 75+50 LT. Dm7w 2e CmP N 20 FT, LT, SAW= (Erf QTKn) AGM PZ WrrH END SECTK*6l t\MATCH EXIS7M BIT. TH FID, __M, _Pot SPA. 72+92 LT. _ ACCR. PZ 76+W KH LE 66-W SCALE PI - STA 76+0Z92 STA. 77+32 CL 50' 71wr750' DasTm 2r Clip STA, 74+3,i RT. 36' 50'40* WITH END SECnONS Asm PZ De 0"'41r R - got" FT L - W.24 FT sy- - &ox 4- STA. 62+28 20 FT. Rr. R/W Sk*Vff (BY mm NET LENGTH OF CENTERLDE STA. 69+00 TO STA. 83+00 = 1400 LINE FT, MATCH EXISTING BIT.) P.F- CURVE #5 66�RW PI - STA, 87+aZ.W q. I c:- 17* 1 8r24' OMr4r Tom.211M FT ty I 1357M FT STA. 87+17 LT. L 419,20 FT r AGM P.E. S.E. - 5,7X R/W� —R/W— g" I I �� STA. 83+72 20 FT. Kr. swcur - — --— ------- I 7:L2W— L--9#0—� — ® (BY OTHERS) — — — — — — —— —E— MATCH BIT. P.E.R/*,- ; ---— — — — — ® — --- --- — -- — — — — — ----— — J1W T4 "400 1 - M 8 --� 5+77 frr. AGM F.E. SCALE 66'RW 0 I 97 SCALE KM ------------ : i I I S 7VAwlr C 1� L — — — — — — — — — — — — — — — — - pzffi�� IRIMM11% A I w4"Ato STA. 12D+14 50 FL M/ 22 FT. RT. SAWCUT (ITT OTHERS) MATCH DOSING BIT, TN, RD, tt STX 114P-C +84 LT. AOM q 7rmr E AUGNMENT OF CENTERUNE O.T.H. *N' FROM CTH 'U' TO M '65' STA. 108+41 M AGGP- M — - - —p/*— - - — - - —R/W — — — I — — — — — — -- E66' --------------- ------------- STA, 114+93 Kr, AOGR. FX- SM, 119+84 CL I— DOSTM W cmp RW WITH END SECTOG NET LENGTH OF CENTERLINE ST& 113+00 M STA. 128+00 = 1500 LIK FM Too' 10, STA. 140+50 LT, AOM FX- Sr& 36+15 LT. STA. 136+15 LT, AMR. F.E. AGCP P.E. —IT— —gr—. - - —xv— —xw— - - +4xir— - - —w— - - t-+n— - - —Rw- ------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Rr®_ -W- —]tW— - - —=— - - —vw— —RT— —RW— —aw— —xw— —Rw- SCALE STA. , 132+ 54 RT. AGORFX- 66'RW 50' Im 150' STA- 142+57.67 CL STRUCTURE 9-55-0081 wi Q j,-- 92° � y(— 72° i f 1 1 6 � 1 1 EXSTING CENTERLINE j 0 Ri R2 PROPOSED CENTERLINE __.__._...__...__....-.__._.� R2 I 1S' 1 65'-70- 35' 70' 14' EXi STING BIT EDGE ----"""--'"""--""" 1 7P—BO' 40" 70' 0 7T' IME SIO 90:1 1 DESIGN DIMENSIONS TAPERt 40' 64' PROPOSED BIT EDGE -- I A 91_00' S0" 55' EXISTING GRAVEL EDGE --- — ———_. _. _..._.__..... 1 t01'-410' 60' 45' PROPOSED GRAVEL EDGE ---____—_._,.. _. _. I i i TYPE 'B" INTERSECTION REQUIRED o 9 22 AT WEST ACCESS ROAD 75' EXISTING CENTERLINE-----------� PROPOSED CENTERLINE—...._...�_.____._.._,.._ EXSTING BIT EDGE -----.—.-.—.__.-_ PROPOSED BIT EDGE E#15DNG GRAM! EDGE ---_____--._.____ 'I.. PROPOSED (RAVEL EDGE ___—___._____ TYPE "B" INTERSECTION N.rs. `.---_ _- I TYPE "C" INTERSECTION 0 Rt R2 65'-7V 35" 70' 71'-80' 40' 70" 89'-90' 40' 60' 9P—i0O' 50' S5' 401'-490' 60' 45' TYPE 'C' INTERSECTION REQUIRED AT EAST ACCESS ROAD 0 = 76' 54" 45` DESIGN MMEN90NS �SCALE 0 50, 100, 15W STA. 146F10 20 FT. LT. SWCUT (Be` ) STAG 14 +61 O ERAS) LT. WTCH BIT, Pl.lNiG4 JIM BPT. P.E. -. 1p--- CURVE 17 P.1.. mx 101+WP osvow ys T . =49 FT L - 7 si FT \ ^tea w � � y ill j� r• ..� �.�I �� Brr �. rt r� lmmj:• •=r I AUGWENT OF • s — — — — — — —'"P5Y � � -^® — — — — — ®s. ®. �. ®.�, .4 ._. ,..®. —. ®.. $ E 73T —� ja&ia0 r !� ----...w-- -- CURVE /6 STA. 151+37 RL SIX t ACM RE, RW "� T7.40.33, 4 e . 53k71 Fr 66' RW R ® MML87 Fr {,. 10"FT SE - 3,2% 5TA. 17COSTM 2 MIH END STA. 157+08 LT. AGM FX- AGMP.E. IE..t.�-"� S.E. - 6. K'h� AGM M SCALE r tf SIX 1 IT, 1 AOM PT- -- -- - - - - - - --- -- ,'-..--------------1 7-----._._.----- - — --_ ___-®-- `�'�--` -_---�---- - A* _ _---�.--- _ ----- � i Tom.®_ ®_.__$— _ _ —.•� _ _.®�� _ _ _.__,.®_-.___�®_ _ — STAb 175+95 RT. Agm P.E. STA. 1W+90 RT. AIR. F.E AGM F.E 66'KR SCALE t. 110, 1w AUGNMENT OF E FROM TO - Mm g®® ._ =. ..®R-- _ _—�'F(—®_ _ ®gam_. ®®.®g®_ _. ®...•.gam. ®_ ®..®g_®® .®. ,.. ®g_®. ®_ ®�g�, .. ®®g_�m = —. �g�....�. _ ..�m,.g�. _ ®. --7— � .�. �®Rt B Rt+N — — 9424� -- ® ® ®� S S ® ®®; ®. �. ,� .� ®®$ ®E � — i4W00 —� ®llPrB W ®..�.. �, i .®..w. —VF— _ ®® (' _ _ ____ ZV— ^. _ —ZV— .®_ ®.®.g®.. _ _ ®..®g—.®. _ —RW - _ .®.. ®g®. _ .® —RW— _ .® —RW— STA 202+50 RT. k A STA. 193+56 RT. AOM F.E. 66' RW AGM P.E. 66' RW ,eir LENGTH 13F CENTERLINE STA. '.'.`. t1 t r it = 1500 LIN. FT SCALE n soy Aar Asa^ Sra. 2Q6+66 a. 4a CUr wml EW —BW - _. _ s®g®..®— •..m.�g®..®_ _..m®R— —'o ®'.gam.`. _ _ —Rw— Ste.-e----._--..--77/--- T—®. Tgam- ®_ _�•g—TI .® ....—®.R�. _ — ®g^®®_ �....g®_ _ �..g—®- _'- �'R—� — _ �'g^—. _ _ "°°".'='g'"'=®_ — ®"g_'. 1 —1 « ss NOTE' SiWWT PA (By OTHERS) mkTw STA. 215+00 END PROJECT tt t cs —1 A 9 . Ri. 24+ 1F.E :' RW WTSNIMTW� I a SYMBOLS ElWORK AREA FLAGGER, EOUIPPED WFLN STOP/SLOW PADDLE FASTENED ON SUPPORT STAFF SIGN ON PORTABLE CR PERMANENT SUPPORT VARIABLE DISTANCE 60' X 24' 02 rROAD NGRK rzo-2 00'CTYPQAL) SOCITO .300*LTYPICAL) ROAD S ONE L ANl l ROAD MEAD NG I W2,0 -4 Q (D FOR A MOVING WORK OPERATION, SIGNING FOR BOTH DIRECTIONS SHALL BE REESTABLISHED (AS SIMULTANEOUSLY AS PRACTICALIAT APPROXIMATELY 3500 FOOT INTERVALS IN THE MOVING WORK OPERATION OR AS DIRECTED BY THE ENMNEER. Q SIGN NOT REQUIRED IF FLAGGING OPERATION OCCURS WITHIN A SIGNED ROAD WORK ZONE AREA, USE OF THE 'BE PREPARED TO STOP' SIGN IS OPTIONAL. WHEN USED. THIS SIGN SHALL BE LOCATED BETWEEN THE *20-7a AND W20-4 SIGNS. A 5001 TYPICAL SPACING SHALL BE PROVIDED BETWEEN THE, SIGNS. W2<0\> TO 300VTYPICAL9 (D DETAILS OF TRAFFIC CONTROL DEVICES AND INSTALLATION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS, THE SPECIAL PROVISIONS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE EXACT NUMBER, LOCATION AND SPACING OF ALL SIGNS AND DEVICES (AND THE LOCATION OF ALL FLACCERS)SHALL BE ADJUSTED TO FIT FIELD CONDITIONS AS DIRECTED BY THE ENGINEER. THE FIRST ADVANCE WARNING SIGN SHOULD TYPICALLY BE LOCATED IN ADVANCE OF THE, ANTICIPATED TRAFFIC BACKUP OR SLIDE, WHEN A SIDE. ROAD OR RAMP INTERSECTS THE FACILITY ON WHICH THE WORK IS BEING PERFORMED. ADDITIONAL TRAFFIC CONTROLS SHALL BE PROVIDED AS SPECIFIED IN THE PLANS AND/OR THE SPECIAL PROVISIONS OR AS DIRECTED BY THE ENGINEER, FLAGGERS SHALL BE IN SIGHT OF EACH OTHER OR IN DIRECT COMMUNICATION AT ALL TIMES. THEY SHALL BE EQUIPPED WITH STOP/SLOW PADDLES FASTENED ON SUPPORT STAFFS, WHEN THE FLAGGING OPERATION Bi NOT IN EFFECT. THE 'FLAGGED AHEAD'. THE 'ROAD WORK AHEAD' AND THE ONE LANE ROAD AHEAD' SIGNS SHALL BE COVERED OR REMOVED AND THE HIGHWAY RESTORED TO NORMAL OPERATION, ALL SIGNS ARE 48' X 4B' {BLESS OTHERWISE NOTED, ONE LAW' ROAD ROAD m AHEAD AHEAD W20 I 500'ITYMCAL) ------ 500'ITYPICALI VARIABLE DISTANCE: 60' X 24" ROAD WORK C20-2 SHOULDER .__ EDGE OF TRAFFIC LANE ( I SHOULDER - EDGE OF TRAFFIC LANE EDGE LINE MARKING (WHITE) - ' EDGE LINE MARKING tYELLOWk-r CENTER LINE __ MARKING )YELLOWY f LANE LINE NOTE: ALWAYS LEFT OF �CENTER FINE MARKING WHITE) tN THE DIRECTION N 6f TRAFFIC f / NO -PASSING MARKING CENTER LINE (YELLOWk -� _ _.._..__..._. _..CENTER LNE - _-_-___._._._. Tm �f1 !1 6" NOTE. ALL DIMENSIONS SAME AS TWO WAY TRAFFIC EDGE LINE MARKING CWHITE4--- I I EDGE LINE ',IARKING (WHITE) SHOULDER TWO WAY TRAFFIC SHOULDER EDGE OF TRAFFIC LANE I V SHOULDER EDGE OF TRAFFIC LANE I I SHOULDER CENTER LINE _ (j} MARKING (YELLOWS_7 % - ___ 50� ----r4'- 4� I NO -PASSING MARKING �- -` 70 CENTER LINE. (YELLOWY - - -_ G-T- EZ SHOULDER EDGE OF TRAFFIC LANE EDGE OF TRAFFIC LANE NNALIEGNINOM OF TRAFFIC LANE LANE LINE NOTE:ALWAYS LEFT OF CENTER LINE _ CLu� MARKING (WHITE) M THE DIRECTION OF TRAFFIC ¢i CENTER LINE ._._._._..------------------------ NOTE: ALL DIMENSIONS SAME AS TWO WAY TRAFFIC TEMPORARY(INTERMEDIATE)PAVEMENT MARKING (SHOWSOOR TEMPORARY w GENERAL NOTES DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO STANDARD SPECIFICATIONS AND SPECIAL. PROVISIONS, [Q HALF CYCLE. LENGTHS (25'1IWITH 2'MINIMUM STRIPE LENGTHS SHALL BE PROVIDED ON ROADWAYS (INCLUDING TEMPORARY TRAVELED WAYS)WITH REVERSE CURVATURE, CURVATURE OF OVER 5 DEGREES OR WHEN ERECTED BY THE ENGINEER TO MARK UNUSUAL. ALIGNMENT OF THE TRAVELED WAY, NO PASSING ZONE TEMPORARY PAVEMENT MARKING IS REOUIRED TO BE PLACED, WHERE APPROPRIATE. ALONG WITH CENTERLINE TEMPORARY PAVEMENT MARKING WHEN A SAME DAY PERMANENT PAVEMENT MARKING ITEM IS INCLUDED IN THE CONTRACT. NOTE ARROW SYMBOL (C'�"(';>) SHOWS DIRECTION OF TRAVEL i EDGE LINE MARKING THROUGH HIGHWAY._._..____A____._._._.,_.._,..._...._..__.. _.....�.._._.. _EDGE LINE MARKING EXTENDED f' ^�^ �o ISS THAN 1+` f t END MARKING WHERE CORDER RADIUS BEGINS J —EDGE LINE MARKING P I rr�I EDGE LINE MARKING EXTENDED WHERE "W" IS LESS THAN 1O' END MARKING WHERE CURB BEGINS (TYPICAL MARKING) MINOR INTERSECTION NOTES EDGE LINES SHALL BE OMITTED THROUGH INTERSECTIONS. EDGE LINES SHALL BE CONTINUED THROUGH DRIVEWAYS. ( WHEN DISTANCE „A`6 LESS THAN 250 FEET. OMIT LANE LINE', �j2 WHEN DISTANCE "B' IS LESS THAN 100 FEET, OMIT CHANNELIZING LANE. LINE. @.. ALTERNATIVE MARKING SHALL 8E PROVIDES WHEN SPECIFIED N THE. CONTRACT, TYPICAL, SITUATIONS WHERE THIS MARKING MAY BE. REOUMED ARE WHERE THE INTERSECTION IS CN A SHARP HGRtZONTAL CURVE Oft CREST VERTICAL CURVE IN AN UNLIGHTED AREA SUCH THAT THE EDGE LINE MAY BE MISLEADING TO THE MOTORIST OR DISAPPEAR FROM SIGHT, LOCATE THE EDGE LINE ALONG THE TAPER WHERE; "VIS LITER MORE, END MARKING AT P,C„ OR END OF CURB & GUTTER ` r CHANNLLENG LANE. LINE / 8" tWMT'ES RIGHT Tt1z RN LANEr CENTER LINE MARKING <= LANE LINE -- Al IWMTEt "- .®�. ,v�, EDGE LIKE /�CYtwlrEa MAJOR INTERSECTIONS (INTERSECTION WITH FULL RIGHT TURN LANE OR BYPASS LANES) EDGE LINE MARKING EDGE LINE MARKING -1111, SOD 15 C 8-70 15 BECOMES WHEN THIS DRAWING MINOR INTERSECTION WITH CURBS +S CALLED FOR IN THE PLANS. @(FOR SPECIAL CONDITIONS AS SPECIFIED) F QAVVkJCMT uA0llkll_