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Home My WebLink About2000 8935-01-73 .pdf01 INDEXOF SHEETS SHEET «. . 1 TITLE SHEET :.` Y •Y O DETAILS NO i:.FQUANTITIES SHEETSHEETRIGHTSHEET -OF-WAY NO. PLAN PROFILE= SHEET STANDARD 1 DRAWINGS HE i i SHEET NO. COMPUTER EARTHWORKS DATA �ml!IET NO CROSS SECTIONS *. 1 faY = lFfo A.Dt 2020 ^^jiRRl O Y2wo = ( Y= 0/ 0 OF - Y ESAL STA.120+50 STATE + F I CO+ NSI Tw! 1 V I1.1r YiV Y L41,IL STAR PRAIRIE —_ DEER (C.T.H. T - S.T.H. 46) CiT.H. ST. CROIX COUNTY STATEPROJECT NUMBER 8935-01 -73 —Amommms— CONVENTIONAL SIGNS , BUSTI COUNTY LINE (UNDER P ESSURE)Ok i L :G_u CORPORATE LIMITS 1e/Z&666(ZZZZZ UNDER GROUND UTILITIES PROPERTY LINE --- . .----- GAS ELECTRIC G E ❑ itz LOT LINE TELEPHONE --T 1.6 LIMITED HGHWAY EASEMENT ---- —•'- SERVICE PEDESTAL CABLE MARKER P hteen EMSTING RIGHT OF WAY POWER POLE !!I NEW RIGHT OF WAY TELEPHONE REFERENCE LINE SLOPE INTERCEPT -- RAILROADS °H MARSH i ♦ • ORIGINAL GROUND PROFILE E)OSTING ROADWAY OR PRIVATE ENT. - - - WOWED AREA CULVERT IN PLACE RIGHT-OF-WAYMARKERS t f r CULVERT REQUIRED OVER HEAD LINES O.H. (x1LVERT ftEPUIRF3i PROFILE 0 0 FENCE LINE R-17—W R-16—W a cd.ax lames & Ma y M w a PROJECT A.ezn ``JoEuvwan e.T a,das w tat at ST& 251+83 BY34 167.96 xa 6Y.i4 Lola wa,ti..a evreec h w a ___ �.WeMaeTa Hen 8FouxaT-31—N L96ilin &EsPtxe 160 i E 7lmmgrson rl H Gerald wa nn H DEER 185.4E PAR1^ .7 Mph 7=C-41,1 Charlotte C&erid: 6 IZQ rn2>e�rri1�& ' R P Y ..4 . fl. EPifiYd 12440.08 7 ns.is 34.7x 37.6t 2Y7,°73 Yx 580 Ra-.. ' s syd-7 s...., i.. t rr w Ynaa , Dv 4 ` 120 [Maine Gay. Arlene & Qas�d Ailvr c ` zaY & MarlysPn?+` �'tn 11162 ` g Mx 4.24 qa ¢ E A'vfcedoPP •»ar a s& 77.91 Lawn& t»a• F 120 L, n Bartvra Krumm aun."'Pem""` ��,� �� q Dcan � ago r u�w W n . Merlin Hammes Howard M sl icwlisam Foy I • .'Y..,..,.Y P lm HAY OUT GRAPEED SCALE 0 2000 400D ( IN FEET ) TUTAL NET LENGTH OF CENTERLINE = E4673 PHI. DURKEE E-24373 r�o • St. Croix Co. wis. RTF BY rA ,DeP Isar-moma rmm PAGE PTtIXd AD,L ADJUST R " RAD, RAMS SXLDk 15 C 8-To PA (MAIARE) AM AGGREGATE R..P, R/L RADIUS PONT S.D.D. 15 C 8-7b PAVEMENT (INTERSECTIONS) AHL AHEAD pp, T SD.D, 15 C 12-2 TRAFFIC FOR LANE CLOSURE ASPH ASPHALT (SUITABLE FOR MOVING OPERATIONS) AVERAGE R.GC.P.S.S CULVERT PPE XDG DAkY TRAFFIC READ. REQUIRED BEG BEC, BEGINAVERAGE BEGIN tom. REFER8,ICE LIE &A. BEGIN ABRUPT PECOHST: RECONSTRUCTION BIC RT RIGHT BACK OF SIDEWALK R/W RIGHT-OF-WAY BIT, BITUMINOUS RD. ROAD CABINET CONTROLLINE SAX SANITARY SEWER CBF CA, STY, SIDEWALK OF SOUTHWEST GE COMMERCIAL ENTRANCE S. SOUTH p CENTRAL ANGLE OR DELTA SIB. SOUTHBOUND GOING COOCRETE SEL SIGNAL. BASE CORST. THIN S.F. w S'U FT. SQUARE FEET �. COUNTY S.Y, w SO. YEL SQUARE YARD GTA COUNTY TRUNK HIGHWAY ST. STREET GY: w CU. YD. CUBIC YARD S,DD, STANDARD DETAIL DRAWINGS C.P. CULVERT PIPE STN STATE TRUNK HIGHWAY D. DECREE. OF CURVE STA. STATION , EA, ER} ABRUPT SS STORM E EACH S. E OR SOUTHEAST OR E., EAST OR EASE PROJECT COORDINATE T LINE GENERAL NOTES E. ELECTRICAL LINET.P, T.C.P. CONSTRUCTION EEL POLE EIS.. EXCAVATION BELOW SUBGRADE T LF- T .. ELM ELECTRICAL TN, TOM Ea. a EBV, ELEVATION Typ. TYPICAL. NO TREES OR ARE TO BE REMOVED WAhKKUT THE PRIOR APPROVAL E.P. ELECTRICAL POLE Utra.. EOGCAYATHGN a° THE EN DOST: EyUSp� U.S.GS. LIMITED STATES F,E FEiD ENTRANCE USH US, Hl"AY , F/W FRONT OFSTALK VAR, VARIABLE CURVE (MIG HT) ON THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY INSTALLATIONSa GAS AS G VERT. VERTICAL THE PROJECT AREA THAT ARE NOT CONTRACTOR SHALL VMY ay. CAS VALVE Y.P.G t4tTIDAL POINT OF CURVATURE ALL UTILITIES PRIOR TO CONSTRUCTIOC NOR. HORIZONTAL V.PJ, VERTIGO. POINT OF INTERSECTION HYD. FWE HYDRANT V.P.T, W. VERDCAL POINT OF TANGENCY WA WHEN THE QUANTITY THE ITEMS OF BASE OR SURFACE COURSE IS MEASURED NL INLET W. WEST FOR PAYMENT BY THE TON. THE: DEPTH OF THICKNESS OF THE COURSE LD. NV INSIDE DIAMETER OVERT ( W.B. ON THE PLANS ISANDTE ATHE ACTUAL WILL OR PIN RON PIPE N W.Y. WATER VALVE DEPEND ON THE OF MATERIAL AS BY THE ENGIMEM U8.l POUND L^ LENGTH (OF NO PASSING ZONES VAL BE LOCATED BY L.F, w UK FT. LINEAR FOOT LT, LEFT MAX. MAAMUM ALL. INTERSECTIONS TO BE PAVED AS DIRECTED BY EH WIN, MANHOLE ML MILE M.L. w MA. MATCH LINE MIN, MINMIUM K NORTH OR NORTH PROJECT COORDIATE HLS:P, NCRMEBM STATES POWER NB, NORTHBOUND NO. NUMBER WE. NORTHEAST NCR.. FORMAL N.W. NORIHVEST PAVT. PAVEMENT P.E. PRIVATE ENTRANCE PB c PB, PLKL BOX P,G PINT OF CURVATURE RL PONT CE INTERSECTION P.T. PONT OF TANGENCY OTY. QUANTITY s. y.,. s. , 5, ... �caN�TRUGnON STAKING STA'RW TO ST i kQmm CT11 H STA 120+50 - 251+83 CL 1 PAYEMENr�RKING 4" PAfNT 36° :4W iYMOW} 15—®----I'- 15' 3' CRUSHED AGGREGATE 97E WLF. YEILCM BASE COURSE LF. LF. SSATIW TO �TAT4W 3' ASPHALTIC PA TYPE MY CTH H PUI. AND RELAYED EXl"4, LNG BASE. At.4 SURFACE STA 120+50 - 124+25 750 75O NO PASSING ZONE BOTH DIUECT"M STA 124+25 - 134+52 ?w054 1.284 F Z WEST BMW CRUSHED AG4GKGATE 9A!iE". (BY OTHERS) TYP M FlNI Pied raNGENT SE( n(iN i .r.f i. H STA 134+52 - 137+61 6t$ 77 PASSING ZONE BOTH DIRECTIONS (STA. 120+5O TO STA. 251+83) STA 137+68 - 142+90 1,056 661 PASSM ZONE EAST BOUND STA 142+90 - 153+57 Z134 267 PASSING ZO1E BOTH DIRISCTIONS . ».. STA 153+57 - 162+63 t.612 Z039 PASSING ZONE WEST BOUND STA 162+63 - 163+31 136 17 PASSING ZONE BOTH DIRECTIONS STA 163+31 - 171+95 1,726 I,Oso PASSNG ZONE EAST B0UND STA 171+95 - 172+63 136 135 NO PASSING ZONE BOTH DIRECTIONS STA 172+63 - 177+15 904 565 PASSING ZONE WEST BOUND STA 177+15 - 184+25 1,422 176 PASSING ZONE 80TH DIRECTIONS STA 184+26 - 169+71 1,090 681 PASSING ZONE PAST BOUND DIGGERS HOTU E 1EM 1-800--242-8511 STA 11N+71 - 169+86 3D 30 NO PASSING ZONE BOTH DIRECTIONS STA /69+66 - 198+59 1,7W 1,104 PASSING ZONE VEST BOUND FRONTIER NICA11ON-FIBER OPTIC STA i - 231+43 6.546 6,548 NO PASSING ZONE BOTH DIRECTIONSI 154 E. 2+4 ST. NEW . WIW- 54017 STA 231+43 - 241+65 Z044 1,273 PASSING ZONE EAST BOUND TEL 1-600-521-05f0 STA 241+65 - 246+53 979 122 PASSING ZONE BOTH DIRECTOM ATTW TERRY DORR STA 246+53 - 251+63 1,060 653 PASS04G ZONE WEST B01A4D LAKE TELEPHOW M 316 3rd AVE. CLEAR LAKE' 54W5 PQUIZE ANd REfJ{,Y Xi� SUNG � � FA - ACT TOTAL L.F. 17.478 LF. 3-2755 TEL 27 ATTN. ARNIE STATtW TO STATION $�. ST. CROIX COUNTY HWY. APARTMENT PA. BOX 105 GIN H 1150 WAS ST: WIS, 54015 STA 920+50 - 231+63 CL32103 TEI. M 796-ZM7 ATK DANIEL 4 FEDDERLYPUM HWY. COMMISSIONER CT TOTAL 32103 SLY. S1AATIW T@ STARW j.y^ CON H STA 120+50 - 251+63 CL t PROJECT TOTAL. 1 L.S. 1 PRO ECT TOTAL STAnQH To S*A11W CTH H STA 120+50 - 251+83 RT./LT. 1150 SHOULDERS %RWA®D PROJECT TOTAL 1,150 C.Y; PAVEMENT SlAnOH 1 STA11W 1QcAmw .ice C111 H STA 120+50 - 251+W CL 7,400 MAINLINE PAVEMENT QUANTITIES ASPHALTIC PROJECT TOTAL 7,400 TON MATERYILS. DATE 05MAY00 LINE NUMBER ITEM ITEM DESCRIPTION 0010 30403 CRUSHED AGGREGATE BASE COURSE 0020 40301 QMP,, ASPHALTIC MIXTURE 0030 40713 ASPHALTIC CONCRETE PAVEMENT, TYPE MV 0040 64301 TRAFFIC CONTROL 0050 64601 PAVEMENT MARKING, 4-INCH, PAINT E S T I M A T E O F Q U A N T I T I E S 8935-01-73 UNIT TOTAL QUANTITY C.Y. 1,150.00 1,150.00 TON 7,400.00 7,400.00 TON 7,400.00 7,400.00 LS 1.00 1.00 L.F. 43,744.00 43,744.00 SHEET: 3.1 0060 90004 MISC 90004A CONSTRUCTION STAKING LS 1.00 1.00 0070 90357 PULVERIZE AND RELAY EXISTING BASE AND S.Y. 32,103.00 32,103.00 SURFACE STATE PROXCT wimacit_ 9£E`T NO. I (i 8935-01®73 NOTE: BLEND CRUSHED AGGREGATE SHOULDERING MATERIAL ALIGNMENT OF CENTERLINE I I STA. 120+50 AT ALL AGGREGATE PRIVATE ENTRANCES TO MATCH C.T.H. 'H" FROM CTH `r TO STH "46" I I BEGIN PROJECT g NOTE: SAWCUT PA ) SIX 126+32 LT. f 2 ` �Xo4 S AGGR. F. E I 17 -RW RW _® tt IE,I I 66• RW y 66' R`W I i I SCALE Z z z NET LENGTH OF CENTERLINE STA. 120+50 TO STA. 134+00 = 1350M LIN. FT. m I vi n z o`�'® STA. 142+65 CL STA. 1 LT. ( z NG 2dr CMP AGGR. F. E F. WITH Eta z m RW a' A P +• 7ST ®.2NYt.9t° ®-- ' �.--ay. ®.®.®®.--.®.®.--------- ---------®--- -- m 66 Rw m ss' RW SCALE I 0 z 0 50• 100' 1'60" z`z m NET LENGTH 13F T STA. 134+00 TO STA. 149+00 = 15MOO FT. STA. STA 155+20 CL AGGR.155+53 P. E LT. STA. 159+21 LT. 0 I z A 6 DaSTING CNP AGGR. F. E C m WITH ENDSECTIONS IB z m P _ RN p= RW IRW ? "�'t P7 $tom TS -- -- e 1—"�\- ----®_._. ----------------.--.---------& — — — — — — — — — — — — — — — — —®.®.. m t--- ----"----— — — RW— -- RW ®,®. t RW 66' RW SCALE STA 159+15 Rr. 66'RW AGGR. F. Ei z 50' RW o sa 1I;w 1so NET LENGTH OF CENTERLINE STA. 149+00 TO STA. 163+00 = cl 1400.00 LIN. FT. z m STATE PROXCT NUMBER SHEET NO, NOTE: BLEND CRUSHED AGGREGATE SHOULDERING MATERIAL �l 8935-01-73 AT ALL AGGREGATE PRIVATE ENTRANCES TO MATCH DO NOT DSMRS To TCH E)aSnNG SECTION CORNERry I ALIGNMENT OF CENTERLINE C.T.H. 'H' FROM CTH 'T' TO STH -46* M x 0 33' RW z 43'RW A� 17A c STk 174440 LT. CAA z AGGR, PZ RW z m m I I -7 a7m 7 gpn- - - -1677-0(7- -16pr+m - - - - 169-+400 - - - - 1775G7+m- mlw- -172+ �--r- - - - - - — - - - - - - - - - — - - - - - - - - - — - - - - - - - - ---- ��_u -- - — - - - - - - - - - — - - - - - - - - - — ---s RW Ll '-'C A L E 6'RW STA. 173+47 CL 50* RW G NEXISn21f CWP VMli END SECT*NS 0 50, lool 150' NET LENGTH OF CENTERLINE STA, 163+00 TO STA. 178+00 = 1500,00 LIN, FT, pm m m m I g 4,3'RW 0 z c: c: STA.191+02 191+15 CL 43'RW z m EXISTING 42` ARCH PIPES WITH END SECTIONS —RW RW-L- - RW ----------- t 9 T--r— 1 1 I I STA_ i80+45 FIT. -1 —RW— AGOR. RE 33'RW 66'RW SCALE 0 50, 100, 150' NET LENGTH OF CENTERLINE STA, 178+00 PTO STA. 193+00 = 1500.00 LIN, FT, DO NOT DtSMRS DUSTING SECTION CORNER a y m ro 0 m 7 43'RW z �xl z STA. 207+16 CL 411 STA. 201+73 LT. Pf fP EXISTING 24! CMP im AC4R. P.E.WITH END SECTIONSRW— ------ RW TO 35:37�4:77aD67W- --:-7 -nr+-w- mm - - - --2LTTM -- - ® - ®— - - - - - - - - - — - - - - ® - - - ® ®. ® - - ® ®. ® - - - — - ® - - - - - - - - RN RW RW— 7 k 198+45 15' LT/RT s 3-37RW PAVN SAWCUT N, TRUEY OTHERS}1 ro MATCH EXISTING! 66'RW 66* RW SCALE 50, 100, ISO, NET LENGTH OF CENTERLINE STA, 193+00 TO STA. 208+00 = 1500.00 LIN. FT, �. PA I I".004m. NOTE: BLEND CRUSHED AGGREGATE SHOULDERING MATERIALL ALIGNMENT OF CENTERLINE AT ALL AGGREGATE PRIVATE ENTRANCES TO MATCH CT.H. "H* FROM CTH 'r TO STH '46' 10 -0 50'RW m A i r STA, 218+88 RT. AGGR. PJL gal oua I I t7T LENGTH W CENTERLINE STA. 208+00 TO STA. 223+00 = 1500,00 LIK FT. 61#11 DO HOT WTIM DZ7M SECOON CORNER 0 STA. 225+57 LT. 0 AGM PSEti 50'RW 7 z x ykka STA. 236+85 LT.AGM P.F.RW - k4li m0 m DRW Li I 66'RW SCALE 50'RW NET LENGTH OF CENTERLINE STA. 223+00 TO ST& 238+00 = 15M00 LIK FT, iv loty 150, SCALE 0 Sol tool m 0 ;STA.2-1&+82 RC,.z AGGP PE imbiliWiR 0 0 m 0 1. I z C r- z zic m m z m Li 0 66'RW STk 239+63 RT. AGM P.E. IZ m NOM- SAWCUT PAVEMENT (BY OTHERS) MATCH DaSTM GRADE C 0 0 STA. 251+83 �' m m 'o I END PROJECT STSTA.247+92 LT. 50' RV( STA. 248+-W LT, Z m z I m STA. 245+79 LT, AGM P.E. F� z AGM P.F. I m z z —2 0—flCU- — 'F!2 249+00 25D+ODI - — — — — — — — — — — — — — — — — — - 7A. A7247+49 RT, STA. 250+18 CL AGM P.c DUSTING 24' ARCH PIPE 50'RW WITH END SECTIONS mmy I F.I�TAR mt. -#Tlyffil I I 0 WORK AREA illh — FLAGGER. EQUIPPED WITH STOP/SLOW PADDLE FASTENED ON SUPPORT STAFF SIGN ON PORTABLE OR PERMANENT SUPPORT VARIABLE DISTANCE USE OF THE 'BE PREPARED TO STOP*' SIGN IS OPTIONAL, WHEN USED, TWO SIGN SHALL PREPARED BE LOCATED BETWEEN THE W20-7a AND W20-4 SIGNS. A 500' TYPICAL SPACING SHALL BE TO STOP PROVIDED BETWEEN THE SIGNS. W20� *TO LA ROAD > ROAD MEAD <AkffAO IV20 *70 W20 4 WDO-l' 200'TO 30G'(TYPICAL} SSW MIN SOO'CTYPICAL) 100*ITYPICAIJ--� (D WORK AREA L LIMITS 60" X 24" [--T-ND7RDAD WON — ----- VARIABLE DISTANCE G20-2 -- ------- 500'(7 YPtCAL) 5001 (TYPICAL) 500' VIN.200'TO 300'(TYPICAL) (D ROAD . LAW GENERAL NOTES W }ILKROAD Alf AD DETAILS OF TRAFFIC CONTROL DEVICES AND INSTALLATION NOT SHOWN ON THIS W20-4 DRAWING SHALL CONFORM TO THE PERTINENT REOUTiEMENTS OF THE STANDARD I I <9 1*wzo� SPECIFICATIONS, THE SPECIAL PROVISIONS, AND THE MANUAL ON UNIFORM To TRAFFIC CONTROL DEVICES. Q THE EXACT NUMBER, LOCATION AND SPACING OF ALL SIGNS AND DEVICES LAND THE LOCATION OF ALL FLAGGERSIISHALL BE ADJUSTED TO FIT FIELD CONDITIONS AS DIRECTED BY THE ENGNEER, (D FOR A MOPING WORK OPERATION, SIGNING FOR BOTH DIRECTIONS SHALL BE REESTABLISHED (AS SIMULTANEOUSLY AS PRACTICAL! AT APPROXIMATELY 3500 FOOT INTERVALS IN THE MOVING WORK OPERATION OR AS DIRECTED BY THE ENGINEER, SIGN NOT REQUIRED IF FLAGGING OPERATION OCCURS WITHIN A SIGNED ROAD WORK ZONE AREA, THE FIRST ADVANCE WARNING SIGN SHOULD TYPICALLY BE LOCATED IN ADVANCE OF THE ANTICIPATED TRAFFIC BACKUP OR QUEUE, 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 OPERAIIOR IS NOT IN EFFECT, THE 'FLACCER 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 4V UNLESS OTHERWISE NOTED. 911)101ralm SHOULDER -- EDGE OF TRAFFIC LANE I I SHOULDER EDGE OF TRAFFIC LANE EDGE LINE MARKING (WHITES EDGE LINE MARKING (YELLOW) CENTER LINE GENERAL NOTES MARKING (YELLOW) = <= DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO STANDARD 50 t2 /L LANE LNE NOTE: ALWAYS LEFT OF CENTER LINE SPECIFICATIONS AND SPECIAL PROVISIONS. MARKING (WHITE) 114 THE DIRECTION OF TRAFFIC(D HALF CYCLE LENGTHS (25'1L WITH 2'M�IVMUM STRIPE LENGTHS SHALL BE PROVIDED ON 4 NO-PASSINGG 'MARKING L/ ROADWAYS (INCLUDING TEMPORARY TRAVELED WAYSI WITH REVERSE CURVATURE, CURVATURE OF OVER 5 DEGREES OR WHEN DIRECTED BY THE ENGINEER TO MARK UNUSUAL ALIGNMENT EZ= CENTER 1-47 -------------- LINE -LI2= (YELLOW) ------------- CENTER DINE ___ --------- ---------------------- --------- OF THE TRAVELED WAY. (D NO PASSING ZONE TEMPORARY PAVEMENT MARKING IS REQUIRED TO BE PLACED, WHERE APPROPRFATE. NOTE: ALL DIMENSIONS SAME AS TWO WAY TRAFFIC ALONG WITH CENTERLINE TEMPORARY PAVEMENT MARKING WHEN A SAME DAY PERMANENT PAVEMENT MARKING ITEM IS INCLUDED IN THE CONTRACT, NOTE ARROW SYMBOL SHOWS DIRECTION OF TRAVEL EDGE LINE MARKING (WHITE)--, I I EDGE LINE MARKING (WHITE) SHOULDER TWO WAY TRAFFIC SHOULDER EDGE OF TRAFFIC LANE I I SHOULDER EDGE OF TRAFFIC LANE I SHOULDER CENTER LINE - MARKING (YELLOW) A- /ePASSING CENTER LINE (YELLOW) L :T 3" ----------- ----------------------- 6.3 SHOULDER '�-- EDGE OF TRAFFIC LANE EDGE OF TRAFFIC LANE OF TRAFFIC LANE m —LANE LINE NOTE: ALWAYS LEFT OF CENTER LINE MARKING IWHITEI IN THE DIRECTION OF TRAFFIC CENTER LINE ll� ----------- NOTE: ALL DIMENSIONS SAME AS TWO WAY TRAFFIC TWO WAY TRAFFIC ONE WAY TRAFFIC TEMPORARY (INTERMEDIATE) PAVEMENT MARKING (SHOWS CYCLE FOR TEMPORARY CENTER LINE OR TEMPORARY LANE LINE MARKING) 1111111o5-Itiff, EDGE LI, NE MARKING THROUGH _HIGHWAY IN' MARKING EXTENDED_ ES THAN jo� �ED G E—L CINE —M AR- MIN G -E-"X T -EN D E—D - �ESS THAN 10�� DONNE RADUS GINS END MARKING WHERE CORNER RADUS BEGINS MINOR INTERSECTION WITHOUT CURBS —EDGE LINE MARKING — — — — — — — — — — — — — — — — — EDGE LINE MARKING EXTENDED WHERE 'W" IS LESS THAN 10' END MARKING WHERE CURB BEGINS MINOR INTERSECTION WITH CURBS (TYPICAL MARKING) NOTES EDGE LINES SHALL BE CVTTED THROUGH INTERSECTIONS, EDGE LINES SHALL BE CONTINUED THROUGH DRIVEWAYS, WHEN DISTANCE 'A' IS LESS THAN 250 FEET, OMIT LANE LINE. (D WHEN DISTANCE '13" IS LESS THAN 100 FEET, OMIT CHANNELIZING LANE LINE, T ALTERNATIVE MARKING SHALL BE PROVIDED WHEN SPECIFIED 'LN THE CONTRACT. TYPICAL SITUATIONS WHERE THIS MARKING MAY BE REQUIRED ARE WHERE THE ENTERSECTHON IS ON A SHARP HORIZONTAL CURVE OR CREST VERTICAL CURVE IN AN UNLSHTED AREA SUCH THAT THE EDGE LINE MAY BE MSLEADNG TO THE MOTORIST OR DISAPPEAR FROM SIGHT. LOCATE THE EDGE LINE ALONG THE TAPER WHERE 'W" IS ISOR MORE. END MARKING AT P.C. OR END OF CURB A, GUTTER 7 CHANW.LIZING --- LANE LINES 8" HIP41TE) RIGHT TURN L4NE CENTER LINE MARKING <= LANE LINE 4' IWIPTEL EDGE LIKE ORHITEL MAJOR INTERSECTIONS (INTERSECTION WITH FULL RIGHT TURN LANE OR BYPASS LANES) EDGE LINE MANKIND LINE SOD 15 C 8-To IS REQUIRED WHEN THIS DRAWING MINOR INTERSECTION WITH CURBS IS CALLED FOR IN THE PLANS. (D(FOR SPECIAL CONDITIONS AS SPECIFIED) I PAVPUPIKIT kJAPVIIdr.