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HomeMy WebLinkAbout2000 70.9710.pdfNDEX OF SHEETS SHEET N0. 1 TITLE SHEET N0. '2 STANDARD ABBREVIATIONS AND DETAILS SHEET N0. 5-fiA ESTIMATES OF QUANTITIES SHEET N0. 3-4 MISCELLANEOUS QUANTITIES, TYPICAL SECTION SHEET N0. 7-10 EROSION CONTROL SHEET N0. 11-21 PLAN AND PROFILE SHEET N0. - STANDARD DETAIL DRAWINGS SHEET N0. - SIGN PLATES SHEET N0. - STRUCTURE PLANS SHEET N0. - COMPUTER EARTHWORKS DATA SHEET N0. 22-42 CROSS SECTIONS TOTAL SHEETS = 42 DESIGN DESIGNATION A.D.T. 1998 = 1700 A,D,T, 2018 = 2550 D,H.V 2018 = 400 D, = 50/50 T.<% ❑F A.D.T.) = 7% V. = 45 MPH ESAI_. _ C�NVENTIDNAL SIGNS COUNTY LINE COMBUSTIBLE FLUIDS CAUTION (UNDER PRESSURE) COf{pORATE LIMITS ������������� UNDER GROUND UTILITIES PRO�'ERT'f LINE GAS G ELECTRIC E LOT LINE — — TELEPHONE T LIMITED HIGHWAY EASEMENT SERVICE PEDESTAL EXISTING RIGHT OF WAY _ _ CABLE MARKER I' NEW RIGHT OF WAY POWER POLE U TELEPHONE �' ST. CROIX COUNTY HIGHWAY DEPARTMENT PLAN OF PROPOSED IMPROVEMENT NORTH HUDSON - SOMERSET ROAD REFERENCE LINE SLOPE INTERCEPT • '—` � RAILROADS 1 lei - ORIGINAL GROUND PROFILE �� MARSH �`` '� fh` '�` EXISTING ROADWAY OR PRIVATE ENT. _— _— — WOODED AREA E,,,Y.N�.. CULVERT 1N PLACE � — � RIGHT-OF-WAY / r r � MARKERS CULVERT REQUIRED �� �� OVER HEAD LINES O.H. CULVERT REQUIRED PROFILE O ❑ FENCE LINE STH 35 - C.T.H. E CTH V ST. CROIX GnUN i�Y COUN� oPRO�J 7 � NOUMBER R-20—W ��a '��"" R--1a—W t�'amP 4 R4J 163 RhDF 15 oFEi ���~ 71.67 1 P,enmtt 3.6 R4ML I \ Ted& 3 -:-t Gergem � Mdecwn 4l t<i ass .�+ 5 vlazgaret � B Manuel Hillstrom o o. Villafana � � a '� v� Thomas `� •.- � s 14248 LConaughey 3 � 7 80 w w � Lloyd Dahlke 181.09 189 s,,, vx T Ro: rYw..>a, biz4 n etal sm [7� is 1 j SmTr CA BEGIN PROJECT STA. 10+50 X = 513,472.6203 Y = 361,671.2515 ..� sto,vn LL 9 t'' i] etal 4IA � , 59 — 3A I., ]9 r )kl tJ, � 4 1159GL n R Tam of ul �s 1T 37.16 SP.34 eck o�.lo tsy � � Patrida Fa��,.alr Duncan 45usan q,e! 41 _a � Cavabnlu xs u S e R4P M I Tr � Pk5 T2a' t~� JG 3 3�P� `nl �" o va `"L" o :ss 4 t R4U [� 21J7 G a P 1r Q, Y CJ � � L S Jcri;e w •` v � Steven s Pov.'en' C�0 � m oc um 4233 rah vt u � Erickson w L� � &1'O" ktod P ^ 176.43 r N Aadezam �� U - sz W.4t.1 °� sm :4 uP1y � o ry,�::" Ta 7a t y idmvs� IOJ] � C: F i�. � see 1M ro41.at ., r. ?aiun 14 17J a ua / 72.45 l4o IB.H B L CM 4 � 13.5r M a L 6 2] Smh a � ] o ..`_ D4C �J� Lbyd &June !,r.,aw.. wala!�rt� m Daniel 6c lCa� 0 n!: Davis LAY OUT 1� '4 1 McKin! Famill 4 LyM 11Hker I .4a � � 26 ,a M ! Da�a� kJWie 2127 walaror[ _ T❑TAL NET LENGTH ❑F CENTEF'LINE = 2.2371'`MI, , PROJECT DESCRIPTION I ' I a2 COUNTY ROAD "V" FROM STH 35 TO CTH E CONSTRUCTION PROJECT NUMBER 70.9710 YEAR OF CONSTRUCTION 2000 / {" �� I/ �` C� END PROJECT STA. 128+62 T-30—N T-29—N C❑❑RDINATES ❑N THIS PLAN ARE REFERENCED T❑ THE ST, CROIX C❑UNTY C❑ORDINATE SYSTEM. REVISION DATE Ifs lG�U� .. � •�• a� t Y I C� ACCEPTED FOR ST. CR�TX COUNTY DATE RICHARD KING (HIGHWAY CHAIRMAN) DATE DANIEL J fEDDERLY (PE, RLS) (HIGHWAY COMMISSIONER ❑RIGINAL PLANS P�' �,1 1^ ST, CR❑IX C❑UNTY Iii�HWAY DEP DATE SIGNATURE. STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION PREPARED BY SURVEYOR BRIAN HALLING RLS DESIGNER JEfFREY S DURKEE P.E. DRAFTED BY TODD REHNELT CrIECK BY DANIEL J. FEDDERLY PE RLS COUNTY i1WY COMMISSIONER I, `� . A LIST OF STANDARD ABBREVIATIONS STANDARD DETAILS DRAWINGS STATE PROJECT NUMBER 70.9710 STANDARD ABBREVIATIONS AND DETAILS AOJ. ADJUST R. or RAO. RADIUS PAGE DESCRIPTION AGG. AGGREGATE R.P. RADIUS POINT AH. AHEAD RL, RA REFERENCE UNE ASPH. ASPHALT R.P. REFERENCE POINT S.D.D. 8E8-2 TYPICAL INSTALLATION OF EROSION BALES AVG. AVERAGE R.C.C.P.S.S, REINFORCED CONCRETE CULVERT PIPE, STORM S.D.D. 8E9-4 SILT FENCE A.D.T. AVERAGE DAILY TRAFFICREQ'D. REQUIRED S.D.D. 8Ft-11 APRON ENDWALLS FOR CULVERT PIPE REF. REFERENCE UNE S.D.D. 9A1—Ito AT —GRADE SIDEROAD INTERSECTION, TYPES 081", "82", "C" AND "D" AND PASSING LANE BEG. BEGIN S.D.D. 14B15-3o CLASS "A" STEEL PLATE BEAM GUARD, INSTALLATION & ELEMENTS RECONST. RECONSTRUCTION B.A. BEGIN ABRUPT S.D.D. 14816-30 CLASS "A" STEEL PLATE BEAM GUARD END TREATMENT WITH ANCHORAGE TYPE 2 BK. BACK RT. RIGHT S.D.D. 14818-3o CLASS "A" STEEL PLATE BEAM GUARD (AT BRIDGES, OBSTACLES AND SIDEROADS) B/W BACK OF SIDEWALK DW RIGHTROAD—OF—WAY S.D.D. 14821—to,1b CLASS "A" STEEL PLATE BEAM GUARD , END TERMINAL WITH ANCHORAGE TYPE 1 R BIT. BITUMINOUS OO SANITARY SEWER S.D.D. 15C2-3 BARRICADES AND SIGNS FOR ROAD CLOSURES C.B. CONTROL CABINET SANo Sys, SIDEWALK OF SOUTHWEST C, C, CA CENTER UNE C.E. COMMERCIAL ENTRANCE S. SOUTH ONC CENTRAL OR DELTA S.B. \SOUTHBOUND CONCRETE gB, SIGNAL BASE CONST, CONSTRUCTION S.F. or SO. FT. SQUARE FEET ------- GENERAL- NOTES CO. COUNTY S.Y. or SQ. YD. SQUARE YARD C.T.H. COUNTY TRUNK HIGHWAY SS.' STREET C.Y. or CU. YD. CUBIC YARD O.D. STANDARD DETAIL DRAWINGS C.P. CULVERT PIPE STH STATE TRUNK HIGHWAY D. DEGREE OF CURVE SSA. STATION E.A. END ABRUPT SS STORM SEWER EA. EACH S.E. SUPERELTANGENT OR TN OR SOUTHEAST E. EAST OR EAST PROJECT COORDINATE TO TANGENT OR TELEPHONE UNE NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE PRIOR APPROVAL E. ELECTRICAL UNE T.C.P. TEMPORARY CONSTRUCTION PERMIT OF THE ENGINEER, E.B. EASTBOUND T.P. TELEPHONE POLE EBS. EXCAVATION BELOW SUBGRADE T.L.E. TEMPORARY LIMITED EASEMENT EC, ELECTRICAL TN' TOWN THE LOCATION A EXISTING AND PROPOSED UTILITY INSTALLATIONS AS SHOWN El. or ELEV. ELEVATION TYP. TYPICAL ON THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY HALL VERIFY NS E.P. ELECTRICAL POLE UNCL. UNCLASSIFIED EXCAVATION WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. CONTRACTOR SHALL VER FY f.E. EEC ENTRANCE U.S.G.S. UNITED STATES GEOLOGICAL SURVEY ALL U11UTIES PRIOR TO CONSTRUCTION, F/W FRONT OF SIDEWALK USH U.S. HIGHWAY fT. FOOT VAR, VARIABLE G. GAS V.C. VERTICAL CURVE (LENGHT) G.VGAS VALVE VERT. VERTICAL . ORHORIZONTAL V.P.C. VERTICAL POINT OF CURVATURE HYD, FIRE HYDRANT V.P.I. VERTICAL POINT OF INTERSECTION j- INL. INLET V.P.T. VERTICAL POINT OF TANGENCY I.D. INSIDE DIAMETER W. WATERMAIN / INV. INVERT (ELEVATION) We WEST I.P. IRON PIPE OR PIN W.B. WESTBOUND L8. POUND W.V. WATER VALVE LENGTH (OF L.F. or LIN, FT. NEAR FOOTCURVE) UTILITIES LT. LEFT MAX. MAXIMUM M.H. MANHOLE MI. MILE DIGGERS HOTLINE M.L. or M/L MATCH UNE TELE. 1-800-242-8511 MIN. MINMUM N. NORTH OR NORTH PROJECT COORDIATE N.S.P. NORTHERN STATES POWER N.B. NORTHBOUND ST. CROIX ELECTRIC CO-OP MIDWEST NATURAL GAS N0. NUMBER 1925 RIDGEWAY ST, P0. BOX 27 Op N.E. NORTHEAST OR, NORMAL HAMMOND, WISC, 54015 SOMERSE • WISG. 54025 N.W. NORTHWEST TEL. (715)-796-7000 TEL. (715)-247-5279 PAVT. PAVEMENT P.E. PRIVATE ENTRANCE ATT, LARRY GILBERTSON ATT. JASON CWTTY P8 or P.B. PULL BOX P.C. POINT OF CURVATURE P.I. POINT OF INTERSECTION P.T. POINT OF TANGENCY AMERITECH-FIBER OPTIC AND DISTRIBUTION QTY. QUANTITY 304 SOUTH DEWEY ST, EAU CLAIRE, WISC, 54701 TEL. 1-715-839-5565 ATTN. RICK PODOLAK ST, CROIX COUNTY HWY, DEPARTMENT P.O. BOX 108 1150 DAMS ST. HAMMOND, WIS. 54015 TEL. (715)-796-2227 ATTN. DANIEL J. FEDDERLY,PE,RLS, HWY, COMMISSIONER SHEET N0. VARY V�- 3" CRUSHED AGGREGATE BASE COURSE SHOULDER �- 3" ASPHALTIC CONCRETE PAVEMENT TYPE MV (8Y OTHERS) PULVERIZED AND RELAYED EXISTING BASE AND SURFACE (BY OTHERS) L- 8" CRUSHED AGGREGATE BASE COURSE TYPICAL FINISHED SUPERELEVATION SECTION C.T.H. V (STA. 19+75 TO STA. 31+62075) NON PASSING/DECELERATION LANE LOCATIONS 7.68' 3 1 Fr11 EXIST NG PAV'T. 3" ASPHALTIC CONC. PAY'T. TYPE MV (BY OTHERS) —1 EXISTING REFERRED TO ON PROFILE EXISTING GRANULAR SUBBASE s' TYPICAL FINISHED SECTION CTH "V (STA. 10+50 TO 128+62) (2' SHOULDER IN PASSING LANE LOCATION) �\ PROPOSED PAWT. 4" TOPSOIL -SEED FERTILIZE &MULCH EROSION MAT AREAS GREATER THAN 2.5:1 3' POINT REFERRED TO ON PROFILE CRUSHED AGG. BA5E COARSE SHOULDERS (BY OTHERS) "- 7,68' 3.68' " 4" TOPSOIL - FERTILIZE , SEED & MULCH ALL DISTURB AREAS � REMOVE EXISTING TOPSOIL FILL MATERIAL AS NEEDED IN FILL AREAS 8" CRUSHED AGG. BASE COARSE (WIDENING) 12" DEPTH GRANULAR SUBBASE PULVERIZED AND RELAYED EXISTING BASE AND SURFACE (BY OTHERS) SALVAGED TOPSOIL &MULCH SEED &FERTILIZER CRUSHED AGG. BASE COARSE SHOULDERS (BY OTHERS) 5' TYPICAL F 3' ].6s' 3.68' 3" CRUSHED AGGREGATE BASE COURSE SHOULDER (BY OTHERS) — 3" ASPHALTIC CONC, PAV'T, TYPE MV(BY OTHERS) — 6" CRUSHED AGG. BASE & 2" RECYCLE BIT. DEPTH GRANULAR SUBBASE INISHED RECONSTRUCTION SECTION CTH "\/' (STA. 61 +35 TO 72+85) 12' MIN. 24' MAX, 3'r ,yOR 2.1' 0.02'/FT. 0.02'/FT. 7.68' vnrcinaLc io -co �nR,nn�o �� 6" CRUSHED AGG. BASE -� 2'-3' 7'68' it' EXISTING PAV'T. t1, NOTE: 2" ASPHALTIC CONCRETE PAVEMENT, TYPE MV ON 3.68' EXISTING PAVED DRIVEWAYS ONLY. USE 6" TOTAL DEPTH 4" TOPSOIL - FERTILIZE , SEED & MULCH CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE jo 0,02'/FT 0.02' FT— 4, 4' ALL DISTURB AREAS DRIVES. 3c1 NOR TYPICAL SECTION FOR PRIVATE 3:� NPX �'`• roAx^L DRIVES AND FIELD ENTRANCES 3" ASPHALTIC CONC. PAV'T. TYPE MV (BY OTHERS) ---� EXISTING REFERRED TO ON PROFILEEXISTING GRANULAR SUBBASE SECTION TYPICAL FINISHED CTH "V' (STA. 61 +00 TO 1 19+25) PASSING AND TURN►NG LANE LOCATIONS REMOVE EXISTING TOPSOIL �— FILL MATERIAL AS NEEDED IN FILL AREAS " 8 CRUSHED AGG. BASE COARSE (NIDENING) 12" DEPTH GRANULAR SUBBASE PULVERIZED AND RELAYED EXISTING BASE AND SURFACE (BY OTHERS) 4" TOPSOIL -SEED fERTIUZE &MULCH SEED &FERTILIZER SALVAGED TOPSOIL &MULCH 47.5' +0.04 — +0.02 R\G C/L —0.02 LEF —0.04 - -0.06 — `� + N � M + OU Q W rQ- - +0.04 +0.02 R/�yT C/L LEFT -0.02 -- -0.04 - -- -0.06 Lo to `n i o L + + N M t7 tM tM to H H Q. CURVE t 54' TOWN OF ST. JOSEPH CENTERLINE 4" TOPSOIL �3 XT- & SEEDING 02'�ET. / TYP� MV �BYAOTnFiCERS�NCRETE PAVEMENT 8" CRUSHED & COMPACTED 12" GRANULAR SUBBASE COARSE 3" CRUSHED AGGREGATE BASE COURSE SHOULDER(BY OTHERS) 3" ASPHALTIC CONCRETE PAVEMENT TYPE MV (BY OTHERS) PULVERIZED AND RELAYED EXISTING BASE AND SURFACE (BY OTHERS) 8" CRUSHED AGGREGATE BASE COURSE TYPICAL FINISHED SUPERELEVATION SECTION C.T.H. V (STA. 19+75 TO STA. 31+62075) TYPICAL FINISHED SECTION —RIVER ROAD 4" TOPSOIL & SEEDING , v� J SCALE p 50' 100, 150' BEGIN TURNING LANE STA = 19+21 END PASSING LANE STA 19+IS T T X- -_� - Y XT� ' TX � X I�_ � BEGIN PASSING LANE— STA 26+20 AN i CHRISTOPHER AND LAURA FISCHER + 293 APPALOOSA CT. A/ HUDSON, WI FISCHER FURNITURE RESTORA110t�/� BEGIN CONSTRUCTION STA = 10+24 } KATHLEEN R. MICKELSON CONTRACT 02// APPALOOSA CT. HUjr HUDSON, WI _ / C /L - CA, TYPE BI INTERSECTION RIVER ROAD STA = 10+00/ � t i goo/ i 24' 60'RADIUS 15' 2 P/P 7 T T T- STA 20+00 - 21+00 12' RT, SAW CUT EXISTING PAVEMENT CAUTION i END ACCELERATION LANE STA m 24+21 1 c 60' 24' 1 5" Da 45'S0'12" Dc 47'09'23" T 72.76 FT R 125.00 FT L 131.78 FT LC 125.76 FT 0 STA 29+35 T 12 RT. SAW CUT I EXISTING PAVEMENT STA 28+13 RT. (INSTALL 26'X18" CMP 04// E PLUS END SECTIONS / }X.AGO. PZ P P� I EXTEND EXISTING P.E. / TO C.T.H. 'V' AS PART II II I OF CONTRACT #2 r / 111 II I II II OBLITERATE EXISTING ROAD ~ II II I II I PP Ipllil lI n I� I Id r I� r I � I � II jl P/P r III II � �P/P GAS STRUCTURE STA GUY WIRE I �} I I I G SAW T �T-- 08LITERAIE EXISTING ROAD - 15' FlLL AS NEEDED TO GET CONTRACTOR TO BROOM CLEAN THE PAVEMENT T-PED DRAINAGE TO FLOW EAST IMMEDIATLY FOLLOWING PLACEMENT OF CRUSHED P/P AGGREGATE WIDENING MATERIAL. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE COST OF CONSTRUCION, NOTE: UTILITIES NOT SHOWN ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION RANDY HOHLER 1155 30th ST. HUDSON, WI RANDY HOHLER 1155 30th ST. HUDSON, WI 16+00 END CONSTRUCTION/CONTRACT M2 CUT AND MATCH EXISTING SURFACE - 10:1 TRANSITION FROM EXISTING PAVED srT T T—T—T—T— WIDTH TO 30' PAVED WIDTH t STA1�+/5�7C---- T-PED ROVE EXIVIING 18" CMP INSTALL 42'X24" CMP PLUS END SECTIONS P/P D CCRUSHED LIMESTONE ON 13OTH AVE FOR A DISTANCE 0 75't TO PROVIDE SMOOTH TRANSITION TO RIVER RD. COUNTY PROJECT NUMBER SHEET NO. nuwvrv, vn /� i FISCHER FURNITURE RESTORATIOtjI III II C 70.9710 12 OF 42 > II 25' /° If {�L-f1ld— ROFILE ROAD II OBLITERATE EXISTING + I t/ BEGIN CONSTRUCTION/�/ STA = 10+24 / q N p I KATHLEEN R. MICKELSON CONTRACT M2/j / P/P �� 289 APPALOOSA CT. / / ® RANDY HOHLER HUDSON, WI � I I 1155 ST. � I II HUDWI HUDSON, END ACCELERATION LANE I �' C/I=S/L TYPE BI INTERSECTION / / STA = 24+21 � C.T.H. "V" STA = 22+92 �' x I r/t RIVER ROAD STA 10+00 i / �y I 60' 24' 1 5" n I f c Do 4550'12" Dc 3" 1RNINC mc 19+21 // 2 2,76 F I I SING v �T / 40'RADDIIUS R 125.00 FT ~ A = 19+18 n �T / ��/ 7 / 15' 68• L 131,78 FT T T _ / / SON LC 125.76 FT S`P r- I GAS STRUCTURE 260 i // / p ' ' I P/P - X-�"- + / 24' pp 9 P/P I �� ��� // i 60'RADIUS 15, .�^ + P/gi- i I STA I6+00 END CONSTRUCTION/CONTRACT O2 r 2 P/P 15' GUY WIRE I G SAW CUT AND MATCH EXISTING SURFACE Q F 0 $ I — -- — — — — —N410 RIVER ROAD 0 0 a . —G _ ��-G--—G—G—C—C—C—ZIT T, T—G=TC=-C T T—�_ T T T T =G T T T 7—T�_-_-_—__—_ T T t — + _ PAVED T �` - - -R -=�- T T T T r 10:1 TRANSITION FROM EXISTING TX X x-- X �( - - - - - - - - - - _ -7 7�-rT 7-T T T T-� WIDTH TO 30' PAVED WIDTH OBLITERATE EXISTING ROAD 15' - - - - - - - STA 15+75 CjL - -- - - - STA 20+00 - 21+00 T-PED REMOVE EXISTING CMP 12' RT, SAW CUT FILL AS NEEDED TO GET CONTRACTOR TO BROOM CLEAN THE PAVEMENT T-PED INSTALL 42'X24" CMP EXISTING PAVEMENT DRAINAGE TO FLOW EAST IMMEDIATLY FOLLOWING PLACEMENT OF CRUSHED P/P I PLUS END SECTIONS SCALES: AGGREGATE WIDENING MATERIAL, THIS WORK SHALL a P/P 1" =50' HOR BE CONSIDERED INCIDENTAL TO THE COST OF CONSTRUCION. 1" =5' VER NOTE: UTILITIES NOT SHOWN r=-AVD CRUSHED LIMESTONE ON 130TH AVE FOR A DISTANCE M 01 751t TO PROVIDE SMOOTH TRANSITION TO RIVER RD. ON PLANS CAUTION FIELD LOCATE PRIOR TO I I I CONSTRUCTION I 935,00 935.DC r URVE LEN TH = 10 ' 30.00 930.0 K = 63,84 25.00 925.0 * � + O1 o Ln ,n un O ul o o O O 'Q a NI:N } ' 7 + rn II> II + rn n PR IPOSED ENTERLI E n n u 20.00 920.0 II II ui Q Q W W F J a a O O n -� ` i r~il w `' a a m m —o.so% g g 915,00 915.00 tt.00� O EX I TING CEN ERLINE REPLACI EXISTING CMP 910.00 910.00 05.00 905,0 00.00 900.0 95.00 895.0 00 to N to 1n U) (0 U) r- uj M 01 O N LO 4qt M 00 t � v c0 r� L6 (0 d' If) c0 1f7 N In LO 00 890.0 rn rn rn 0) rn CD m 0) rn rn CDrn rn rn 0) 890,00 8+00 9+00 10+00 1+00 12+00 3+00 14+00 5+00 16+00 7+00 18+00 9+00 20+00 1+00 22+00 950 940 930 920 910 :•� 880 STA. 10+50 BEGIN CONSTRUCTION/GONTRACT 1 Y _ G--'-G--�G--._���tG---_ � $ � STA. 11+81 �, REPLACE EXISTING CMP. WITH 48"x24" CMP PLUS END SECTIONS. STA. 10+60 LT STA. 10+80 RT BEGIN WIDENING AT END OF CURB AND GUTTER SECTION. DO NOT DISTURB CdcG Y —� °-.....� .G—; 3 OPE IN1E-R-C--EPL_-„��—_�_=G���, G ��"—G "`- --- Q '' '�u`- _"_--r �/L-C/j, TYPE Bi INTERSECTION ^ C.T.H. V = 24+42.10 RIVER ROAD STA = 10+DO (SEE SHEET 11,12 FOR INT. DETAIL) S -''` �� L..__. � ___. T -x T �r"f _"�9+ L N� COUNTY PROJECT NUMBER SHEET N0. 70.9710 13 OF 42 LAN 8c PROFILE �///� G r S �/ ✓�` G G,i � / / $ �� _. i � �. '�� O a�� �_ � p STA 20+00 — 21+00 '� ` � ��'�� 0�0 � � CIRCULAR CAUTION 12' RT, SAW CUT � ��- �� �� � '• © Ic = 83'08'32"p EXISTING PAVEMENT �' �-` �-�`�`� Da = 7'00 00 SCALES: NOTE: UTILITIES NOT SHOWN ON PLANS. CONTRACTOR TO BROOM CLEAN THE PAVEMENT OBLITERATE EXISTING ROAD �"� , 1 " =100' HOR FIELD LOCATE PRIOR TO CONSTRUC110N. IMMEDIATELY FOLLOWING PLACEMENT of CRUSHED � \ 1" =20' VER UTlUT1ES WIT1iIN THE EXISTING RIGHT —OF— AGt�tEGATE WIDENING MATERIAL THIS WORK SHALL WAY TO BE RELOCATED BY OTHERS. BE CONSIDERED INaDENTAL To THE cosT of cONSTRucnoN. "� 950 S * ± M 940 �, u u 11 II � � VPI STA = 8+25 930 Q J N � - K 108.25 920 ''/ SLOPE INTERCEPT r"�—r 2.41% -0.04� 910 VPISTA=14+0 0 VPI EL 910.3 0 + rn 900 � � �o o K = 12 .41 �O '� II °' �' � °' ° 890 o+ o II II H � � w r- r- 11 �W � � � 880 mm ¢ 870 0^0 r. rn r � rn N � � a0 n� � a0 ►`� N N O � rn � o t'") O � N t0 �n CO o O o L7 O CO o O o_ .- _ r- .- CV N_ M n'i � v� tD cfl t� cp n th 00 r ai o0 on ao f` r (� r` t0 cD ui �ci �t' �f e�i rri p� � � 01 [� rn � O3 ai rn dl 01 W rn E� Q1 di a1 � a1 � � � � � a1 O) � 01 0� � 01 01 � 63 � C) � D7 � t� 6� Oi � 0 11+00 12+Q0 __ 13+00 14+00 15+00 16+00 17+00 1$+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 COUNTY PROJECT NUMBER IIIIIIi SHEET NO. 70,9710 14 OF 42 PLAN 8c PROFILE G� STA. 32+82 RT & LT. , EXTEND EXISTING 30" CMP BY 4' r\r IN BOTH DIRECTIONS AND ADD END SECTIONS 505Into STA. 25+83 LT + RT LT —REMOVE 4' OF DAMAGED 24" CMP AND `� \ �\r REPLACE WITH 6'x24" CMP PLUS END SECTION N 50 ,R \ \\ \c RT—EXTEND EXISTING 24" CMP WITH ADDITIONAL 4'x24" CMP PLUS END SECTION 1 1 G / \ r\ SO R W �0iG -� �iG� NOTE: STA 31+62t END RELOCATING YV `�' �� \ \' • r FENCE, 2' BEHIND R.O.W. 50'R t�� �t G ' STA. 37+25 TO 40+50 RT CLASS A \camff GAG G�' STEEL PLATE BEAM GUARD T - T ' -yrG • . t i i t �� t G�G� '' G O 'RIw GG -',T T / T11 �G —'� STA. 37+25 TYPE 3 END ` ` 11 41, TERMINAL ANCHORAGE • • � ' ' • , . / . of . . . . .�1 1........... 6 % 1 1 .. STA. 32+82 RT CAUTION � GiG s � /� % SCALES: OBLITERATE EXISTING ROAD t/ % ��G� G J � 8'x16'x2' RIP RAP AT OUTFACE 1" =100' HOR t 60'R'W NOTE: UTILITIES NOT SHOWN ON PLANS. 1" =20' VER t� l\� G/G %_��+-G� / ' CONTRACTOR TO BROOM CLEAN THE PAVEMENT FIELD LOCATE PRIOR TO CONSTRUCTION. t/ � _�_ t� �/G STA 29 35 - 30+15 OF CRUSHED UTILITIES WITHIN THE EXISTING RIGHT-OF- % S AGGREGATEYWID N NGNMATERICEMENT AL THIS WORK SHALL WAY TO BE RELOCATED BY OTHERS. iG th- 3p 12' RT, AW CUT BE CONSIDERED INCIDENTAL TO THE COST OF CONSTRUCTION. EXISTING PAVEMENT 930 930 920 920 VPI STA = 3+25 VPI EL=97.10 00 L0 L 350.00 + —0.82% K 94.25 00 co 000 910 910 _ VPI STA = 37+ II 0 F", II w 900 900 VPI EL 890.1 4-53z L = 100.00 0 K = 9836 Lo Lq 890 890 0 °' 15 559; II 0 Ia J ko aj 880 880 In w to h II 0 1 STA 39+00 w a0 + I EL = 879.00 870 870 I w °° = 50.6 860 860 850 8 50 0 O M 00 0) M to I� rM M N 0 M 0 M U7 r7 to N Ln O N O 00 cD 00 co ,n O (� N - d N `r 0 0 1n M M L cD I� N 00 d' N O O (` d N N M� O_ O m 6i 00 oi 00 00 i� I� n tD tD Ln d d ►7 N _ O 00 � O N 00 � 00 00 00 00 00 00 r� � V tM M M N N_ N �_ - O o O O O O O O O O 0 0 O O O O O O O m O 0) G) 00 00 00 00 07 00 00 _ rn rn O 0) Cn rn O 0) O O 0) 0) (7) 0) O 0) O 0) 0) 0) O rn 00 00 00 00 00 00 00100. 0) 0) 0) 0) Cn rn CA O 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 24+00 25+00 26+00 27+00 COUNTY PROJECT NUMBER SHEET NO. 70.9710 115 OF 42 PLAN & PROFILE STA. 38+94 LT & RT INSTALL 24" END SECTIONS TO EXISTING 24" CMP. 50' R/W 50' R/W 50' R/W ❑ �—f❑ r0 cn — — cn — — F11totow FA F1— — — a. _T , t T T T T t �-- T GG—G �4—c-:G� i — — T — G—=Ti �--- -G —. -— .F❑- ...�.�-< _ — _ _ yam�Fp O ___ _ N yc W _. O Ctt O O otoom,tootoomoo,tootootto O _O ll �^ /................ T . .. T. T Try _ T G TT T G—G..T. G... TT T TT GAG T.T. T T.7 �.--C, �i..T. i T.T _ �-- G — G—�i• G\ G / G— —— 6-F G—G—G—G' GAG—G—G G -Gr—G—G—Gootoot —G—G G—GAG—G—G-—G—G—G—G — -- .....� _ �. Ott" TOtto 4 - - � — -- + - —Q'—t — STA. 40+50 TYPE 2 END TREATMENT 65' R/W 50' R/W 60' R/W 65' R/W CAUTION SCALES: 1" =50' HOR NOTE: UTILITIES NOT SHOWN ON PLANS, CONTRACTOR TO BROOM CLEAN THE PAVEMENT 1" =10' VER FIELD LOCATE PRIOR TO CONSTRUCTION. IMMEDIATELY FOLLOWING PLACEMENT OF CRUSHED UTILITIES WITHIN THE EXISTING RIGHT —OF— AGGREGATE WIDENING MATERIAL, THIS WORK SHALL WAY TO BE RELOCATED BY OTHERS. BE CONSIDERED INCIDENTAL TO THE COST OF CONSTRUCTION. 910 910 10 0 In to II + 4 M 00 r w '� a 00 I STA 48+35 900 900 11 11 II C) w �W _ 570oCO g K = 75.021 890 890 880 880 1.90% 1 30% ootoot VPI STA = 39+ 0too 870 870 VPI EL 879.0 VPI STA = 41+ 0 = VPI EL 875.0 + L �S 7p K = 5063 L = 30 .00cq 00 860 860 K = 85 77 II 0 w + in 'n 850 850 00 a u H J � � 840 840 toot 830 830 O N 0> O O O 00 .— M d st d O N N ^ O) N N O N d r M OD 00 O N O O O M to O m d Y I� cn M et M in O co O CV 00 rn n cD t� %t- O �t M d- 00 rn M ir) n 0 .— co c0 O In c0 r to CV 00 co ri r r i� r ai .- CV �i Mi rri ri �i r+i v tM ri ri cV cv ai ai r r ui cV cv r �- d CV r`i ai ai Oo ao r co co c0 co co co co co 1� O 00 00 ao O oo O ao O ao O ao O ao 00 00 00 0o r r r r r r cn to co a0 00 00 00 r r r r r r r r r r r r N r r r t� r r ao O ao O O ao O ao a0 0o a0 ao a0 00 0o ao oD o0 co 00 ao O o,Omi 00 07 aQ o7 00 ao co ao co oo aD ao co ao ao ao O Otto 00 ao O 00 00 ao tp oo O oo aD ao t>D 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 COUNTY PROJECT NUMBER SHEET NO. - 70.9710 16 OF 42 PLAN 8c PROFILE STA. 56+50 RT + LT DO NOT DISTURB OR STA. 60+00 LT STA. 61+00 DAMAGE EXISTING CMP. TYPE 3 END TERMINAL BEGIN CONTRACT 3 STA. 63+42 LT. ANCHORGE REPLACE EXISTING C.M.P. WITH 1151 R W 26'-24" G.M.P. W/ END SECTIONS. STA. 55+00 LT 80'R W STA. p-��t:p. • TYPE 2 END TREATMENT. REPLACCEE E XISTLTI EING C.M.P. WITH 30'-24" C.M.P. W/ END SECTIONS. Fob 50'R W -- -- -- -- — — — -- -- -- 50'R W FCI FO--� CI F❑--FO Fp FO Fp FO T F❑ FO T T_r ❑ F❑ Fp F❑ FO FO Fp F❑ / f '��INTF.,�iGEPT T T T T ❑T 1� T T T T T T T - T - - - -. T U i—G G—G—G—G—G—G� ..................... ........ .......... .......................... ..... .. .... IT iT....... 1 �T ....... ..... ..... T T T T T T— Ql V Oho N I (e -' N V �— O pO O S O O O O ' G" G—G—'G�-`-'-G"=C"G— '� G—G— G—G—G—G—G—G�G,,.G—G...G—G—G—G—G—G—G—G—G—G— G—G—Gam---- G�-�G•—G—G�6�--�-G---^� G—G--G—G—G—G—G—G LGO—G—G—G—G S PE INTERCEPT - -- -- W6TR - - - - - 501R/W BEGINRECONSTRUCTION STA. 62+98 RT. REPLACE EXISTING C.M.P. WITH 70'R/W 80'R W 30'-24" C.M.P. W/ END SECTIONS. STA. 60+0 RT STA. 55+00 RT TYPE 2 END TREATMENT catrnotr STA 55+00 - "A STA 60+00 LT & RT TYPICAL END TERMIAL ANCHORGE. I CLASS STEEL PLATE BEAM GUARD. UTILITIES NOT O STNRUCTIION. PRESERVATION SCALES: CONWN FIELD LOCATE PRIOR TONOTE: DEVELOPMENT 1" =100' HOR CONTRACTOR TO BROOM CLEAN THE PAVEMENT UTILITIES WITHIN THE EXISTING RIGHT -OF- 1" =20' VER IMMEDIATELY FOLLOWING PLACEMENT OF CRUSHED WAY TO BE RELOCATED BY OTHERS. AGGREGATE WIDENING MATERIAL. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE COST OF CONSTRUCTION, 910 910 RIGINAL PROFILE 900 900 O � o cD + ui 890 0� aM `Oco / 890 tj lto O co Q J �� to II II / 880 880 tonri 00o rn� w II II c~n v OPOSED PROFILE ,`r co ° w � 870 870 Q ,o� g 860 86 0 5 65 VPI STA = 60+ 0 VPI EL 862.1 Lo L = 100.00 ,n +00 850 850 -2,58pa — = 00 VPI EL 852.9 II II 840 L = 20 .00 VPI STA = 57+ 0 v~i w 840 VPI EL 845.2 U U lL = 30 .00 P5 830' 1830 K = 3645 O to O M f� 00 M tD O O to N N I� O Co to .— t0 d O 1P) N N M cD rM f N to O OO O tD to f� co 00 M N O o N 00 d N N .- r7 tD M M r7 t0 in N 'd 1� N n a0 rn d N co d co n M O N to O rn N N to co 00 rn O N N in �t to O tD N 1� M I� d ao dCo O O rn OQ o0 r 00 00 O rn r`l rn N in n 0o c0 00 0000 a0 00 6� 00 O� 00 rn 00 6� 00 O� Cp to tf) �n to Ln to Lo to � d' d v d `t d d d �t '4t U) ,n to to W) an cD co 0 c� to (1O ^ r 00 00 00 a0 00 a0 DO o0 00 00 L5c2 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 op O 00 00 00 00 00 w m 00 00 00 w ❑0 00 w 00 00 00 00 00 00 00 00 00 00 00 co to 00 00 54+00 55+00 56+00 57-00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 +00 53+00 COUNTY PROJECT NUMBER SHEET NO. 70,9710 17 OF 42 STA. 61+35 - STA. 82+95 PLAN & PROFILE TOTAL RECONSTRUCTION OF ROADWAY. PRESERVATION I DEVELOPMENT - - 115'R —w-.. �.F.g'-' _ � • - - ter— --FG---- -Fo- \Fo 60'R W s^ SLOPE INTERCEPT/ FO FD FO FO FO F FD f0 FO FG—LFQ FO FO FO FO FO FO FG FO F — - T - - - - T 7 T T - T - - T 1 T - - - - - T—II-T T T T T - - - - _ T—SL -CEP----T �7- T•-_.�T ._.� _ .. T _ ...... ❑ T T. _ �-i t- ................ .................................................. -T T T 'T J _ .�_ - c -- - �_ j N V O V •O �O G —G---G —G— G —G —G —G--G —G —G G —G—G—G—G—G —G —G—G—G—G—G— G —G —G —G —G —G —G—G— G —G — G G —G — G —G G G—C SLOPE INTERCEPT`S .,....••.. ,,... (-- - - - - - - - - - _ " - - •....._._......._.4.. - - - - - - - - - - - - - - - - - - - - - - 50'R/W I i CL/CL STA. 67+28 55'R/W SLOPE INTERCEPT �' EXISTING 60'X 8'X 14' 70,R/W PRECAST CONCRETE TUNNEL ABANDONED TREE71 FARM ENTRANCE STA. 61+35 -STA. 82+95 TOTAL RECONSTRUCTION OF ROADWAY. CaIN> J� G�G� CAUTION PRESERVATION SCALES: DEVELOPMENT NOTE: UTILITIES NOT SHOWN ON PLANS. CONTRACTOR TO BROOM CLEAN THE PAVEMENT PRESERVATION DEVELOPMENT 1" =100' HOR (� FIELD LOCATE PRIOR TO CONSTRUCTION. IMMEDIATELY FOLLOWING PLACEMENT OF CRUSHED 1" =20' VER UTILITIES WITHIN THE EXISTING RIGHT -OF- AGGREGATE WIDENING MATERIAL. THIS WORK SHALL J�- WAY TO BE RELOCATED BY OTHERS. BE CONSIDERED INCIDENTAL TO THE COST OF CONSTRUCTION. p1% / OR GINAL C PROFILE 900 9aa IN 00 00 co cq co 890 890 INNINNIII � NW 88a Sso PROP SED CL PROFILE 870 8�o 0 860 860 VP STA = 77+90 VP EL = 30.00 + � L 101000 850 850 K 97.11 r � II II 840 840 830 820 820 I� co a0 r- cD N cD N M f` t\ O M IC) O M 01 cD O O O c0 N O O cD N Ca In Ili i� t0 N I� In 1n d N r7 I17 c0 �') N UN) M 00 N N 00 U') d �- M - at O N d a- In c0 - r- co O N h d O �t CV O rri m O un (0 lcoco CV c(i N � a0 � Oi I6 M d' OD d 00 <h M 0 cV to o0 (6 co 00 M 00 O> 00 Ol 00 0) 00 0) 00 00 CD 00 00 w � 00 (� r(D co 00 00 O ao O a0 00 00 00 00 O a0 OD a0 O a0 0) 0) 0) co o0 00 00 OD a0 00 00 00 00 00 00 00 a0 O 00 O 0o OD o0 O 00 m a0 O 00 O ao CD 00 00 a0 00 00 00 00 00 a0 O 00 00 00 00 00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 66+00 67 -00 68+00 69+00 COUNTY PROJECT NUMBER SHEET NO. 70.9710 118 OF 42 WOMEN For, CAUTION STA. 89+81 PLAN 8c PROFILE LT. -EXTEND EXISTING 24" C.M.P. WITH PRESERVATION 24'-24" C.M.P. W/ END SECTIONS. NOTE: UTILITIES NOT SHOWN ON PLANS. PRESERVATION DEVELOPMENT FIELD LOCATE PRIOR TO CONSTRUCTION, UTILITIES WITHIN THE EXISTING RIGHT -OF- DEVELOPMENT WAY TO BE RELOCATED BY OTHERS. 11o'R W PROXIMATE LOCATION MATERIAL STOCKPILE - - - - - - 60'R WTACT PRESERVATION DEVELOMENT 85+01LT. —Fp JGRANULAR FO Fq fp FOR USEN FO fp fp fp TAPER Fp f0 fp Fp Fp —ro=--�f Fo Fn -Fn _FQ_14 Fp, . Q T T `fT T... T T T7=)t — T T— —i' —T— T— T T T T— t T'' T T T T i i'= T, T T ,- -rT T T T T.. END T PER**0*414414 — 300' 100' '�—--- —oo— ao — _--_-----�— --- �s -- —ar---��— — ,a -- —�— —'""— --WOO" ---m Opme S — 8 18� — — 75 — 0, — _9 —G—G—G—G—G G—G—G—G—G—G—G G—G—G—G G—Fj—G--6��-G-•--••--rr--�G'---G—G—G—G—G—G—GO —G •#''•• STA.87+12RT. ""' " " •' BEGIN. TAPER. V G--G�Y�'—G—G—G G—G—G—G—G—G� • 45'R / STA.90+27.75RT. SLOPE INTERCEPT -� - END TAPER 50'R/W 60'R. _ _ _ _ "WO - - - - - --� CL/CL STA.89+01 SOUTH ENTRANCE 85'R/W - - - - - WHITE EAGLE TRAIL - - - - - INTERSECTION COMPLETED PRESERVATION OCTOBER 1999 DEVELOPMENT D 130'R/W PRESERVATION SCALES: NOTE: 2' CRUSHED AGGREGATE SHOULDER DEVELOPMENT 1" =100' HOR CONTRACTOR TO BROOM CLEAN THE PAVEMENT FOR PASSING LANE (STA.88+01 - STA.102+5OLT.) 1" =20' VER IMMEDIATELY FOLLOWING PLACEMENT OF CRUSHED ALL OTHER LOCATIONS RECEIVE 3' SHOULDERS. AGGREGATE WIDENING MATERIAL. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE COST OF CONSTRUCTION. 890 890 880 880 0 3, 2r% s�o Sao = VPI EL 856.7 L = 200.00 Ou 860 860 K = 24 9.82 850 850 00 O to N + P 840 840 d co, Lo to a II °° U 830 830 II In 820 820 810 810 to 00N co d O) M •t d d d to sE 00 .- to cV N n a} 0o to N 00 00 N .- w M o M M o co M N 00 In N O r rn tD 00 N o �� of CV M N M rn d d- vi to to Lo 0) oopp 0o t>0 CV ao ,� tM to .- ri ui N co tri t0 (0 00 .- 06 a; to of N e= O � 4 rj t� c0 O O t+') r<i c0 t� 6 0) Qi N 00 N e- to to t[) to In to 00 to 00 an d to 00 cow 00 0o cow 00 0o cow a0 t� ao oD r 00 t� 00 ao 00 r d o0 00100 00 ad oo OD o0 d ao tq 00 00 00 co 0o 0o 00 0o 00100 d 00 co 00 0o 0o 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 COUNTY PROJECT NUMBER SHEET NO. 70.9710 19 OF 42 CAUTION ( PLAN & PROFILE NOTE: UTILITIES NOT SHOWN ON PLANS. FIELD LOCATE PRIOR TO CONSTRUCTION. PRESERVATION UTILITIES WITHIN THE EXISTING RIGHT -OF- DEVELOPMENT j - - - WAY TO BE RELOCATED BY OTHERS. Q � (� 75'R I too,_ GFU FO F tootoo,tj for) SLOPE INTERCEPT 50 'R too,, 33'R T V T T T T 7 T T T — T T ,... .T T..7 . T T T — .1 •• .. ,,,i — --'—— ----8.— 5— —$ --G' 15``' —G-1G G .... rv� —, — T� G—G --GG=lj�,—s #--�G. -T- G—G T 1- - —_ G—G— G_ to D -- — -- — -- _ to to,ot toot too, toot, "'to ,to,,too, r+� 40R. 1 o-- STA.95+16RT. STA.96+26RT. 30' STA 100+26R�. o 41.25'R/W 60'R. BEGIN TAPER END TAPER 60'R/W END TAPER 50 R/W SLOPE INTERCEPT CL/CL STA.99+01 MAIN ENTRANCE STA.100+21RT. & STA.101+96RT. STA. 94+80 CL STRAIGHTEN ENDS AND CLEAN OUT EXISTING 30" CMP WHITE EAGLE TRAIL EXISTING DRIVEWAYS TO BE ELIMINATED. EXTEND WESTEND WITH 24' OF 30" CMP AND EXTEND INTERSECTION COMPLETED PRESERVATION EXTEND WITH 12' OF 30" CMP, W/ END SECTION OCTOBER 1999 CONTRACTOR TO BROOM CLEAN THE PAVEMENT DEVELOPMENT IMMEDIATELY FOLLOWING PLACEMENT OF CRUSHED AGGREGATE WIDENING MATERIAL. THIS WORK SHALL PRESERVATION BE CONSIDERED INCIDENTAL TO THE COST OF CONSTRUCTION. SCALES: DEVELOPMENT 1" =100' HOR 1" =20' VER 930 930 o I� �� +it + N o 920 920 00 II II VPI SA = 10 +62 II w VPI E = 902 30 910 910 w N VPI STA = 99+ 0took K = 98.15 VPI EL 89450 L = 300.00 -1.945 900 900 - 2, 8� -o. ox 890 890 VPI ST = 103 00 0 VPI EL 891.3 + N 880 880 3002% o Ln L = 30 .00 In 0 ++ K = 94 3100 CD to 10 o it � co 870 870 00 II in to uj W U U d a ~ 860 860 (n CL 850 850 Op C7 M tl) cD N to 1� cp d O d O M M C4 t3� � N 0 � 00 h 00 to a rn to N N 0) M N O •- 00 00 c0 00 � a1 N I� O r- a� 00 to co M M <t CD 00 K3 n - O O d M N t� M r) o in in N o .- N 00 M (0 N M tM N N N N N N N N N m N M M 4 4 t0 �n !� cp 00 a0 0) oo �� � 0i C3 0i 0� 0) � Ci> 0) O N N N to Ln 00 o0 0) ai N N M r7 r'i M tri rn M 0) 0) 0) 0) 0) O) 0) 0) 0) 0t 0) 0) ds 0) rn rn t71 m O 0) c" rn 0f O I� OD Op 00 00 CO 00 00 0> 0) 0 01 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) O 00 OQ o7 00 00 00 a0 00 a0 OD a0 00 a0 0) a0 a0 a0 00 a0 00 crotoo 00 00 00 00 00 00 00 00 00 00 00 00 OD a0 00 07 00 00 00 0o 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 COUNTY PROJECT NUMBER SHEET NO. 7049710 120 OF 42 CAUTION PLAN 8c PROFILE NOTE: UTILITIES NOT SHOWN ON PLANS. FIELD LOCATE PRIOR TO CONSTRUCTION. — — - UTILITIES WITHIN THE EXISTING RIGHT-OF- WAY TO BE RELOCATED BY OTHERS. STA.111+71,LT. SLOPE INTERCEPT �T�,.114+71,LT. STA.117+21,LT. 50'R W STA.119+21,LT. BEGIN TAPER END TAPER BEGIN TAPER END TAPER �i ��-.'�.T �-El _-T T_ r -�-_ T _ T T T.-�.-�' T_ T -T_ _ T T_ -i 7 T_'^ T T- .T -'r - T T ,7'�'_7-�_ T T L_ ..I'�`` q� - - 7--T T T T T T T T T T T T i T T S--ti-T T T T-�T , ....T........... T..... T..... W:iimpl_ ?.... T..... T..... T............... T---f T S- T T. .. T`�a ,�,'�`T T T—ITT .....T.- . ................. . .. 300' - — _ - - ---15' f N —_-- W T ---- ---- �- vat --- ,p 1 O —�— N ----2 ---15 -0-----18 ------- �5---- g- ---$ --- ---- n ---- $--- --D i- ._,_,_ — .. -- --G---7 ---- ---- �L.T_. -J - •�.-. T T `Es —Fi^' T G'- T T T_. -F—�S--�-�� T G G- T -�G-G-G� G G-- TG T dd �- .. ...T..... 7......T......T......T......T.. G_ G_ G_ G_ G_ G_ G_ G_ G_ .T.... G-G G-G ....T T.�-r,_.T.-r.--r,-•T �G- C �- --G-��- •T .TU__•, ..�T� T- i-G-G-Fi= kkl _ �'-'---r+-G-G -G G G G G _ G G G G G G G-G G-G —G-G-G-- — STA.113+86,RT. - - - - - - - - _ _ - 41.25'R/W BEGIN TAPER �R ENDITAPER,RT. STAA 19+25 SLOPE INTERCEPT 80'R. 501R/W END CONTRACT 3 CL/CL STA.115+71 RT WHITE EAGLE ROAD INTERSECTION COMPETED OCTOBER 1999 CONTRACTOR TO BROOM CLEAN THE PAVEMENT TOWN OF PRESERVATION IMMEDIATELY FOLLOWING PLACEMENT OF CRUSHED NOTE: 2' CRUSHED AGG. SHOULDER FOR PASSING SCALES: DEVELOPMENT AGGREGATE WIDENING MATERIAL. THIS WORK SHALL I LANE (STA. 114+71 - STA. 117+21) ST. JOSEPH 1" =100' HOR BE CONSIDERED INCIDENTAL TO THE COST OF CONSTRUCTION. ALL OTHER LOCATIONS TO RECEIVE 3' SHOULDERS. 1" =20' VER 930 930 o� + 920 920 N a � � � �03 0) + +� a W n II N 910 910 ¢w P> ~ 900 900 1.94q 890 890 _ VPI STA = 113+50 + a, VPI E2L0 8090.9 I STA = 122+5 880 880 a0 K = 145.76 L = 40 .00 II II K = 38 A O 870 870 Q ~ J a. IL 860 8 60 1850 85 M 0) O M 00 N o 00 N M O tD t� l) O0 7 co s N 00 L 00 0) O 00 (N to co to co to co Co 1� um) n M N N O O 0 0 00 � r co 00 co ao coO o 00 coO 00 C0o 00 00 00 Go O rn O 0) O 0) 00 O I� 0) o� 0) rn 0) 0) 0) 0) O o) 0) rn O rn O o0 00 00 00 00 O 00 a0 a0 00 ao 00 00 00 a0 00 00 Co o7 00 a0 00 00 O rn 0) � 0) rn 0) rn 00 00 0) 0o 00 00 00 00 00 00 00 00 00 00 00 00 00 Oo 00 00 O 00 00100 00 00 00 00 00100 0) 108+00 0o co 00 00 109+00 00 00 110+00 111 +00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121 +00 122+00 123+00