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Home My WebLink About2003 70.02V1.pdfINDEX OF SHEETS SHEET N0. 1 TITLE SHEET NO. 2 STANDARD ABBREVIATIONS AND DETAILS SHEET N0. 3 TYPICAL SECTIONS SHEET N0. 4 DESIGN CURVE DATA SHEET N0. 5-6 MISCELLANEOUS QUANTITIES SHEET NO. 7-9 EROSION CONTROL SHEET N0. 10-18 PLAN AND PROFILE SHEET N0. - STANDARD DETAIL DRAWINGS SHEET N0. - SIGN PLATES SHEET NO. - STRUCTURE PLANS SHEET NO. 19-56 CROSS SECTIONS TOTAL SHEETS = 5s DESIGN DESIGNATION A.D.T. 2000 = 1100 A.D.T. 2020 = 2550 D.H.V. 2020 = 400 D. = 50/50 V. = 45 MPH ESAL. _ CONVENTIONAL SIGNS COMBUSTIBLE FLUIDS COUNTY LINE (UNDER PRESSURE) CORPORATE LIMITS �� UNDER GROUND UTILITIES GAS PROPERTY LINE ELECTRIC LOT LINE - - TELEPHONE LIMITED HIGHWAY EASEMENT -- SERVICE PEDESTAL CABLE MARKER EXISTING RIGHT OF WAY - - POWER POLE NEW RIGHT OF WAY _TELEPHONE REFERENCE LINE SLOPE INTERCEPT � • �� • RAILROADS ORIGINAL GROUND PROFILE �� MARSH EXISTING ROADWAY OR PRIVATE ENT. _ _ = WOODED AREA CULVERT IN PLACE C - � RIGHT-OF-WAY MARKERS CULVERT REQUIRED 0 � OVER HEAD LINES CI II \/G"RT RF(ll IIRFh PR(TFII F n f-1 CCA�!`C I IAIG CAUTION ST. CROIX COUNTY HIGHWAY DEPARTMENT PLAN OF PROPOSED IMPROVEMENT NORTH HUDSON - SOMERSET ROAD STH 35/64 -- C.T.H. E CTH V ST. CROIX COUNTY COUNTY PROJECT NUMBER 70.02V 1 R-2o-w �0�� R-is-w BEGIN PROJECT STA. 10+00 X = 372338.1915 Y = 515183.0292 LAY OUT GRAPHIC SCALE D 2000 � C (( IN FEET )) TUTAL NET LENGTH ❑F CENTERLINE = 2.1672 MI. PROJECT DESCRIPTION � ss COUNTY .ROAD "V" FROM STH 35 TO CTH E CONSTRUCTION PROJECT NUMBER 70.o2V1 YEAR OF CONSTRUCTION 2003 ,�� i �' .� ^��. � � Jr END PROJECT STA. 124+00 Y = 586431.5629 T-30-N T-29-N C❑❑RDINATES ❑N THIS PLAN ARE REFERENCED TU THE ST. CR❑IX COUNTY C❑❑RDINATE SYSTEh1. ACCEPTED FOR ST. CROIX COUNTY DATE RICHARD KING (HIGHWAY CHAIRMAN) DATE TIM E. RAMBtKG (HIGHWAY COMMISSIONER) ❑RIGINAL PLANS PREPARED BY ST, CROIX C❑LINTY HIGHWAY DEPT. DATE SIGNATURE. STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION REVISION DATE PREPARED BY SURVEYOR FRANCIS W. BLESKACEK, RL`. DESIGNER JEFFREY S DURKEE P.E. DRAFTED BY TODD REHNELT CHECK BY TIM E. RAMBERG COUNTY HWY COMMISSIONER t- ��. . -- ,- ;,. _. �� \ 1 LIST OF STANDARD ABBREVIATIONS ADJ. ADJUST AGG. AGGREGATE AH. AHEAD ASPH. ASPHALT AVG. AVERAGE A.D.T. AVERAGE DAILY TRAFFIC BEG. BEGIN B.A. BEGIN ABRUPT BK. BACK g/W BACK OF SIDEWALK BIT, BITUMINOUS C.B. CONTROL CABINET C, C, CA CENTER LINE C.E. COMMERCIAL ENTRANCE p CENTRAL ANGLE OR DELTA CONC. CONCRETE CONST. CONSTRUCTION CO. COUNTY C.T.H. COUNTY TRUNK HIGHWAY C.Y. or CU. YD. CUBIC YARD C,P. CULVERT PIPE D. DEGREE OF CURVE E.A. END ABRUPT EA. E. EACH EAST OR EAST PROJECT COORDINATE E. ELECTRICAL LINE E.B. EASTBOUND EBS. EXCAVATION BELOW SUBGRADE ELEC. ELECTRICAL EL. or ELEV. ELEVATION E.P. ELECTRICAL POLE F.E. FIELD ENTRANCE F/W FRONT OF SIDEWALK FT. FOOT G. GAS G.V. GAS VALVE HOR, HORIZONTAL HYD. FIRE HYDRANT INL. INLET I,D. INSIDE DIAMETER INV, INVERT (ELEVATION) I.p. IRON PIPE OR PIN LB. POUND L. LENGTH (OF CURVE) L.F. or LIN. FT. LINEAR FOOT LT. LEFT MAX. MAXIMUM M.H. MANHOLE MI. MILE M.L. or MA MATCH LINE MIN, MINMUM N, NORTH OR NORTH PROJECT COORDIATE N.S.P. NORTHERN STATES POWER N.B. NORTHBOUND NO, NUMBER N.E. NORTHEAST NOR. NORMAL N.W. NORTHWEST PAVT, PAVEMENT P.E. PRIVATE ENTRANCE PB or P.B. PULL BOX P.C. POINT OF CURVATURE P.I. POINT OF INTERSECTION P.T. POINT OF TANGENCY QTY. QUANTITY STATE PROJECT NUMBER 70.02V1 STANDARD ABBREVIATIONS AND DETAILS STANDARD DETAILS DRAWINGS PAGE DESCRIPTION R. or RAD. RADIUS R p RADIUS POINT RL, RA REFERENCE LINE S.D.D. BEB-2 TYPICAL INSTALLATION OF EROSION BALES R p. REFERENCE POINT S.D.D. 8E9-4 SILT FENCE R.C.C.P.S.S. REINFORCED CONCRETE CULVERT PIPE, STORM S.D.D. 8F1-11 APRON ENDWALLS FOR CULVERT PIPE REQD. REQUIRED S.D.D. 9A1-110 AT —GRADE 51DEROAD INTERSECTION, TYPES "B1", 3 "C' AND 'D" AND PASSING LANE REF. REFERENCE LINE S.D.D. 14B15-3o CLASS "A" STEEL PLATE BEAM GUARD, INSTALLATION ON do ELEMENTS RECONST. RECONSTRUCTION S.D.D. 14816-3o CLASS "A" STEEL PLATE BEAM GUARD END TREATMENT WITH ANCHORAGE TYPE 2 R RIGHT S.D.D. 14818-3a CLASS "A" STEEL PLATE BEAM GUARD (AT BRIDGES, OBSTACLES AND SIDEROADS) RIGHT—OF—WAY S.D.D. 14821—to,tb CLASS "A" STEEL PLATE BEAM GUARD , END TERMINAL WITH ANCHORAGE TYPE 1 ROAD S.D.D. 15C2-3 BARRICADES AND SIGNS FOR ROAD CLOSURES RD. SAN. SANITARY SEWER SIy. SIDEWALK OF SOUTHWEST g, SOUTH s.e. SIGNAL BASE GENERAL NOTES SB. OUND SIGNAL BASE S.F. or SO. FT. SQUARE FEET S.Y. or SO. YD. SQUARE YARD ST. STREET S.D.D. STANDARD DETAIL DRAWINGS ST}{ STATE TRUNK HIGHWAY STA. STATION SS STORM SEWER S.E. SUPERELEVATION OR SOUTHEAST NO TREES OR SHRUBS ARE TO BE REMOVED VATHOUT THE PRIOR APPROVAL T TANGENT OR TELEPHONE LINE OF THE ENGINEER, T.C.P. TEMPORARY CONSTRUCTION PERMIT T p. TELEPHONE POLE T.L.E. TEMPORARY LIMITED EASEMENT THE LOCATION OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AS SHOWN TN TOWN ON THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY INSTALLATIONS TYp. TYPICAL WITHIN THE PROJECT AREA THAT ARE NOT SHOWN, CONTRACTOR SHALL VERIFY UNCI. UNCLASSIFIED EXCAVATION ALL UTILITIES PRIOR TO CONSTRUCTION, U.S. G.S. UNITED STATES GEOLOGICAL SURVEY USH U.S. HIGHWAY VAR. VARIABLE V C VERTICAL CURVE (LENGTT) VERT. VERTICAL V.P.C. VERTICAL POINT OF CURVATURE V.P.I. VERTICAL POINT OF INTERSECTION V.P.T. VERTICAL POINT OF TANGENCY IV WATERMAIN 1Y WEST W B WESTBOUND Iy V WATER VALVE UTILITIES DIGGERS HOTLINE TELE. 1— 800— 242-8511 ST CROIX ELECTRIC CO—OP 1925 RIDGEWAY ST. HAMMOND, WISC. 54015 TEL, (715)-796-7000 ATT. LARRY GILBERTSON MIDWEST NAURAL yGARS SOMERSET, NASC. 54025 TEL. (715)-247-5279 ATT. l S JVs � Jt/�j AMERITECH—FIBER OPTIC AND DISTRIBUTION 304 SOUTH DEWEY ST. EAU CLAIRE, WISC. 54701 TEL. 1-715-839-5565 ATTN. RICK PODOLAK ST. CROIX COUNTY HWY. P.O. BOX 108 1150 DAMS ST. HAMMOND1 WIS. 54015 TEL (715)-796-2227 ATTN. TIM E. RAMBERG COUNTY HWY COMMISSIONER DEPARTMENT 1' G Zo = SHEET N0. 3' 7.68' -15' 15�3 3" CRUSHED AGGREGATE VARIES _- VAS 7, BASE COURSE SHOULDER 3 1/2" ASPHALTIC CONCRETE PAVEMENT TYPE E7 (BY OTHERS) PULVERIZED AND RELAYED EXISTING BASE AND SURFACE (BY OTHERS) B" CRUSHED AGGREGATE BASE COURSE NISHED SUPERELEVATION SECTION (STA. 41+04 TO STA. 64+15) 5, PROPOSED 1, EXISTING PAV'T. 15' 0.02' 3 1/2" ASPHALTIC CONEXISTING REFERRED TO ONHPROFILE \ EXISTING GRANULAR SUBBASE TYPICAL FINISHED WIDENING CTH "V" (STA. 16+00-106+75) (STA. 112+75-124+00) ION 4" TOPSOIL -SEED FERTILIZE &MULCH EROSION MAT AREAS GREATER THAN 2.5: t 3•/ /?7 MqX CRUSHED AGG. BASE COARSE SHOULDERS (BY OTHERS) I- 3' I o -- 7.68' 3.68' 3' POINT REFERRED TO ON PROFILE 4" TOPSOIL -FERTILIZE SEED &MULCH ALL DISTURB AREAS, EROSIONMAT AREA'S GREATER THAN 2.5:1 L- REMOVE EXISTING TOPSOIL FILL MATERIAL AS NEEDED IN FILL AREAS 8" CRUSHED AGG, BASE COARSE (WIDENING) 12" DEPTH GRANULAR SUBBASE ADD 2" LOOSE AGGREGATE BASE COARSE, PULVERIZE AND RELAY EXISTING BASE AND SURFACE SALVAGED TOPSOIL &MULCH SEED &FERTILIZER TYP I (STA. f.7 1 0.02 3' 7.68' 3.68' 4.00' 3" CRUSHED AGGREGATE BASE COURSE SHOULDER (BY OTHERS) 37 ASPHALTIC CONC. PAV'T. TYPE E1 (BY OTHERS) -6"'CRUSHED AGG. BASE & 2" RECYCLE BIT. -12" DEPTH GRANULAR SUBBASE FINISHED RECONSTRUCTION SECTION CTH "V" 10+00-16+00 AND 106+75-112+75) CENTERLINE 33' 33' .?• (D Jo -�12'F� I•R 22" 4" 6' 1•R - 3/4'/FT SLOPE 6" 6" MIN TYPES J CONCRETE CURB &GUTTER 30' VARIABLE 12' MIN. 24' MAX. 0.02' FT. 0.02' /FT. 4" TOPSOIL r 6" CRUSHED AGG, BASE 15' &SEEDING m 4" TOPSOIL 3�-15 , �� NOTE: 2" ASPHALTIC CONCRETE PAVEMENT, TYPE E1 ON & SEEDING � O 0�' /FT, O-�.�• 3, EXISTING PAVED DRIVEWAYS ONLY. USE 6" TOTAL DEPTH 35'•� 5' / CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE 4. DRIVES. A• �MPX 2 3/4" ASPHALTIC CONCRETE PAVEMENT I 3;1 TYPE E7 �BY OTHERS) 8" CRUSHED &COMPACTED 12" GRANULAR SUBBASE COARSE 2.1 TYPICAL SECTION FOR PRIVATE DRIVES AND FIELD ENTRANCES 4" TOPSOIL -SEED FERTILIZE & MULCH SEED &FERTILIZER SALVAGED TOPSOIL &MULCH TYPICAL FINISHED SECTION -TOWN ROAD TOWN OF ST. JOSEPH +0.04 +0.04 _ RrcyT -- +0.02 C/L 4LEFT -0.02 -0.02 RIGHT — _ -0.04 -0.04 _ -0.06 -0.06 -- , co N LO � N N N N d- N r to r tND (6 , O ,n r + + + + + + + + + O O L M M O M F F- ~ N (� N N N V) to U ~ n: a CURVE 1 CURVE 1 — +0.02 RAG C/L -0.02 LEFT — -0.06 M M o m N N N 6) M c0 M �_ (0 00 O + + + + + d' UO) M L U) N (n (n (n (n U a CURVE 2 140' 7' _ +0.04 +0.02 RI�yT C/L LEFT -0.02 -0.04 -0.06 M p tO0 M M r M O M M r N r N t'7 M � O O O (0 la— N N V) N F na CURVE 2 1.) CLEARING AND GRUBBING Location Units STA 10+00-124+00 LT.&RT, STA Quantities Comments 114 Both sides of road Location Units Quantities Comments STA 10+25 LT.&RT. Each 1 Removing private and field STA 24+05 RT. Each 0.5 entrance culverts shall be STA 45+75 RT. Each 0.5 considered incidental to the STA 75+40 CL, Each 1 cost of construction STA 83+35 LT.&RT. Each 1 4 3.) tJNGLASSIFIED EXCAVATION .Location Units STA 10+00-124+00 C.Y. Quantities Comments 101500 Raw (in place) cut volume 4.) BORROW EXCAVATION Location Units Quantities Comments STA 10+00A24+00 C.Y. 91935 Truck measured, includes 1.25 expansion factor 5.) Gi�ANLu AR SUBBASE COURSE Location Units STA 10+00A 6+00 CL. C.Y. STA 16+00A06+75 LT.&RT. C.Y. STA 106+75A 12+75 CL. C.Y. STA 112+75-124+00 LT.&RT. C.Y. 6) GoncuGn err.RFr;ATF BASE COURSE Location Units STA 10+00-16+00 CL. Ton STA 16+00-106+75 LT.&RT. Ton STA 16+00-106+75 CL. Ton STA 106+75A 12+75 CL. Ton STA 112+75-124+00 LT.&RT. Ton STA 112+75-124+00 CL. Ton Driveways & Intersections Ton Quantities 1300 10,530 1300 1400 14,530 C.Y. Comments Truck measured, includes 1.25 expansion factor Quantities Comments 870 7900 1900 870 980 240 600 13,360 Ton 7.) SALVAGED ASPF,ALTIG PAVEh"ENT MILL CRUSH �TOGKPILE AND RELAY Location Units Quantities Comments STA 10+00-16+00 S.Y. 1470 STA 106+75A 12+75 S.Y. 1470 2940 S.Y. 8.) PULVERIZE AND RELAY EXISTING BASE AND SURFACE Location Units Quantities Comments STA 16+00-106+75 S.Y. 22,180 STA 112+75-124+00 S.Y. 2750 WWO 24,930 S.Y. g.) GORRU ATED STEEL CULVERT PIPES Apron Location Endwalls STA 10+25 CL. 2 STA 11+65 LT. STA 12+73 LT. STA 14+75 RT. STA 15+55 LT. STA 17+75 RT. STA 20+10 RT. STA 24+05 CL. STA 25+95 LT. STA 28+75 RT. STA 35+75 LT. STA 39+50 LT. STA 45+75 CL. STA 48+75 RT. STA 52+50 RT. STA 68+10 RT. STA 74+50 RT. STA 75+40 CL. STA 80+75 LT.&RT. STA 83+35 LT.&RT. STA 92+20 LT. STA 95+90 LT. STA 100+65 RT. STA 117+75 LT. STA 118+60 LT.&RT. STA 120+00 LT. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 2 2 2 2 2 2 Length 6' 26' 26' 26' 26' 26' 26' 26' 26' 26' 12' 26' 44' 44' 26' 52' 52' 12' 26' 26' 26' 30' 0 26' 10.) c'nt�r'RETE CURB AND GUTTER �0-INCH TYPE J Location Units Quantity Comments STA 78+50-80+50 LT. LF 200 STA 120+20A 23+00 LT. LF 280_ 480 LF 11.) TEEL PLATE BEAM GUARD GLASS "A" Location Units STA 113+50A 16+00 RT. LF STA 118+00-120+00 RT. LF STA 118+00-119+50 LT. LF STA 122+50-124+00 RT. LF Quantity Comments 250 200 150 150 750 LF 12.) AND TREATh"ENT FOR STEEL PLATE. BEAM GUARD. TYPE 2 Location Units Quantity Comments STA 116+00 RT. Ea 1 STA 120+00 RT. Ea 1 STA 118+00 LT. Ea 1 STA 124+00 RT. Ea 1 4 Location Units Quantity Comments STA 113+50 RT. Ea 1 Contractor option STA 118+00 RT. Ea 1 as to type. STA 119+50 LT. Ea 1 STA 122+50 RT. Ea 1 4 14.) M9BILIZATION Location STA 10+00A24+00 LT.&RT Units L.S. 15.) �ALVAGED TOPSOIL Location Units STA 10+00A24+00 LT.&RT. STA Quantities 1 Quantities 114 16.) ^�EEDINSz, FERTILIZER, AND MULCH Location Units Quantities STA 10+00-124+00 LT.&RT. STA 114 Comments Comments Both sides of road Comments Seed Mix #20, Fertilizer Type B, No mulch in areas receiving erosion mat 17.) $ILT F "^E DELIVERED AND MAINTAINED INSTALLED INITIAL GRADING CONSTRUCTION Location Units Quantities Comments STA 10+00 LT. L.F. 24' Exact locations determined STA 44+00 - 47+00 LT. L.F. 300' by engineers STA 54+25 - 57+00 LT. L.F. 275' STA 60+00 = 61+00 LT. L.F. 100 STA 73+50 - 77+00 LT. L.F. 350' STA 86+00 - 87+00 RT: L.F. 100, STA 94+00 LT.&RT. L.F. 24' STA 94+50 LT.&RT. L.F. 24' STA 113+50 - 116+20 RT. L.F. 270' STA 118+00 - 120+00 RT. L.F. 200' STA 122+40 - 124+20 RT. L.F. 180' 1,847 L.F. 18,) STRAW BALE DITCH CHEQKSd DELIVERED AND MAINTAINED INSTALLED POST GRADING CONSTRUCTION Location Units Quantities Comments STA 11+80 LT.&RT, Each 6 Exact locations determined STA 13+00 LT.&RT. Each 6 by engineers STA 16+50 LT.&RT. Each 6 STA 19+20 RT. Each 3 STA 22+90 LT. Each 3 STA 27+10 LT.&RT. Each 6 STA 30+20 RT. Each 3 STA 46+80 RT. Each 3 STA 47+10 LT. Each 3 STA 49+20 LT.&RT. Each 6 STA 53+90 LT.&RT. Each 6 STA 67+60 LT.&RT. Each 6 STA 71+00 RT. Each 3 STA 74+00 RT. Each 3 STA 78+00 LT.&RT. Each 6 STA 80+50 RT. Each 3 STA 87+10 LT.&RT. Each 6 STA 100+00 LT.&RT. Each 6 STA 102+50 LT, Each 3 STA 105+10 LT.&RT. Each 6 STA 110+80 LT.&RT. Each 6 STA 113+00 LT.&RT. Each 6 STA 120+50 RT. Each 3 STA 122+40 RT. Each 3 111 Bales 19. Location Units Quantities Comments STA 10+50 -12+50 RT. S.Y. 155 Class I, Type B STA 10+50 - 12+50 LT. S.Y. 155 STA 78+30 - 80+60 LT. S.Y. 180 Used at engineers STA 113+00 - 115+00 LT. S.Y. 155 discretion STA 113+00-116+10 RT. S.Y. 1200 STA 117+90 - 123+00 LT. S.Y. 900 STA 118+00 - 120+20 RT. S.Y. 780 STA 122+50 - 124+30 RT. S.Y. 640 4165 S.Y. 20.) EROSION h"AT DELIVERED AND INSTALLED Location Units Quantities Comments STA 10+00 - 124+001T.&RT. S.Y. 360 Various locations Class II, Type B Minimum 78' roll width used at engineers discretion assuming 500 LF of mat used 21.) TRAFFIC CONTROL Location Units Quantities Comments STA 10+00 - 124+00 LT.&RT, L.S. 1 Includes detour signing, construction signing, sign maintenance, permits, etc. 925 920 915 •�� {� � 885 ::� Terrence & ��T ralyn Barrette „� 1358 CTH V I\1J�Y HOULTO WI �40 2 i y STA 1 +65 & ' 12+73 LT 1 REMOVE EXISTING CMP'S i4 •, _ _ INSTALL 26'X18" CMP'�S (� WITH END SECTIONS J , � �I � I -� MATCH ®40' LT ''' i _ � I N h o i�p� 1 � Charles A. Barrette 1358 CTH V HOULTON, WI 54082 ��1��1-- STA 15+55 LTA'"' STA 13+65 LT I� h`�J �?-- REM E EXISTING CMP EXISTING AGG. FIELD � .� �' INSTAL 6' 8" CMP ` ENTRANCE, N0. CMP :�� WITH EN TIONS � REQUIRED -.� < PRESERVE FENCE MATC ®33� MATCH ®Sd" LT ,!Ic � � v _, _ � — — — —" o I o o BEGIN RECONSTRUCTON I STA 10+50 - 16+00 � STA 10+25 C/L IREMOVE 2' EXISTING CMP EAST AND WEST INSTALL 4'X24" CMP EAST END INSTALL 2'X24" CMP WEST END Kenneth & � WITH END SECTIONS Lpy-j, Swenson SCALE HOULTONC WI 54082 0 50' 100' 150' r o �_ g � � °D n � M °° �' � M � � N �il a a ^o 0 i � � � � � O t` � � to (D pp O � � � � � STA � 13�25.00 El � 912 -0.155 RVE lEN � 550.00 113.79 3.32 -- END RECONSTRUCTON BEGIN WIDENING/hfATCH EXISTING � � iiii ----- _EOS�� TA 14+75 RTi' J,.. NSTOVE �61ST GEC PP � �2i WITH E C ONS I �� SAWCUT , i i lL" v .A Dawn L'itwiller �' { HOUL30N,CTH 54082 NOTE: UTILITIES N SHOWN ON PLANS CAUTION FIELD LOCATE PRIOR TO CONSTRUCTION Jerry & Lynelle Wienke 1370 CTH V HOULTON, WI 54082 � /1 Lv JI �1��`M SE -NE �P' � � SEC. 25 STA 20+90 LT EXISTING AGG. PRVATE 50'RW FNTRAKfCE'.�NQ CMP CTH V _�__ � ___ —1 T�'Ti�—T— �Ti� 17+7 RT - _ � _ - REMO (STING CMP � � INSTALL 6 CMP 50'RW o I WITH �t D SECT( ta�S ; m MAT Yi � 33' RT 5�.� 7�� Zi i ';'?' : a �� Thomas & m: Mary Schertxing 1365 CTH V HOULTON, WI 54082 -- I-----I----o�sx. SW -NW SEC. 4 ��?I� I I I �� M �I� ^� �t0 Ntn mod' a+� M� �N Ii�O In� �� 1�0 !�O �`�,��j( • _ �� _�_ ram_ °� °� _ _ � a 1 nn 17+M 18+0� COUNTY PROJECT NUMBER SHEET N0. CTH V JOB # 70.02V1 10 OF 56 PLAN AND PROFILE .� �� 0 v A .� Im SLOPE INTERCEPT -� _ _ _ _ m � _- --ti---_�--- -� EXISTING CENTERLINE T S"`f�20+10 RT SLOPE INTERCEPT REM07L�E�IS�T CMP vl INSTALL Z§iX�1i� CMP �' WITH END'SECTION;� � MA� ®50' RT AI . {' f',•2i �'J� Peter & `"� y1C'S�� Krisiin Hockin 1369 CTH V HOULTON, WI 54082 � �m 33'RW I� STA 22+95 RT •� EXISTING AGG. PRIVATE ENTRANCE, NO CMP I� REQUIRED j MATCH ®40' RT m IZ 925 �� 91 E I =I M I I I I I I 905 < " d � g ;•ti :•1 °° �^ :�o n�I� br iriN f�eo h� vrn r�Q N �d' �� l3N qN 17N MSS �M �� I♦7d� 1:;�1 n� � �_ _ Q� A � � t� A m � d) � t� CI tT O1 � A � W tT W � W O) �ninn Kenneth & Lori O'shea 138CTHV HOULT N, WI 54082 A STA 25+95 LT REMOVE EXISTING CMP m INSTALL 26'X18" CMP WITH END SECTIONS'; .. MATCH ® 33' LT m 33'RW � o y STA 24+05 C/L Z REMOVE 10' EXISTING CMP EAST END AND Im INSTALL 12'X24" CMP, ADD SX24" CMP WEST WITH END SECTIONS James & Linda Schmidt 1371 CTH V SCALE HOULTON, WI 54082 0 50' 100' 150' 935 30 925 920 915 910 05 O � Nci v� Oor'rn Brian & Lisa Lueck 1386 CTH V HOULTON, WI 54082 I� STA 28+75 Lfi7CMP REMO ININSTALL31 SLOPE INTERCEPT WITH E SECTIMATC ®33' L— — — — — o T T T * T ZEC -T t^EC T__ T _ T— T T STA 28+ 15 RT M �— / m EXISTING AGG. PRIVATE o ENTRANCE, NO CMP •� v REQUIRED MATCH ® 33RT SLOPE INTERCEPT Im Mary Iverson 1377 CTH V HOULTON, WI 54082 N N N 1 � � d Thomas & Donna Weiss Box 168 LAKE ELIVID, MN 55042 NE -NE SEC. 25 CTH V _ 0 - T�-1 i STA 32+1LR ING AGANCEUIREDH ®4 Lawrence & Judith Parfitt 1389 CTH V NOTE: UTILITIES NOT SHOWN ON PLANS CAUTION FIELD LOCATE PRIOR TO CONSTRUCTION -0.13z HOULTON, WI 54082 NW -NW SEC. 30 L U, f 0 STA 234+2 LT 50'RW EXISTING G.RIVATE Im ENTRAN N@ CMP REQUI E I MAT 40' L , m = — A U O O 1 1 T T T EXISTING CENTERLINE J STA 35+75 RT .0 50'RW REMOVE EXISTING CMP V INSTALL 26'X18" CMP A WITH END SECTIONS I� MATCH ® 33' RT m Stuart & Laurie Green V Are HOULTON, WI1397 C 54082 25 N 11�0 n r' � �a�o Mfg �� 1DM �rn n� CVo n� Nrn .-o �•- Orn Wao Coco p�rT Ind Pd' mM P_ r; od t` od ro a; ai OC C o O o O ai GD of A ai Oi of � w Oi � A � of rn Arn Cotrn Arn Arn af°' Corn Arn Q'rn Corn Corn Corn Oltrn Wrn G1°' Orn CNrn Wrn C1rn f)a--nn g9+nn 30+00 31+00 32+00 COUNTY PROJECT NUMBER ISHEET NO, CTH V JOB # 70.02V1 11 OF 56 PLAN AND PROFILE Thomas & Donna Weiss Box 168 LAKE ELMO, MN 55042 � PI Sta = 36+91.15 77PRESERVE FENCE I Cregory Pit & If Leslie Pheneger 840816th Ave So, BLOOMINGTON, MN 30 2 D 19 935 930 920 -o.oez 915 910 905 ai C1 tb o; 00 d ao ad �_ ad o0 od w ad tp ad o_o ad oo ad � rn Corn 00) Corn Arn Arn � n tiZil David & VARIES `� i' Robert. & COUNTY PROJECT NUMBER SHEET N0, ST6 43+10 L. Kelly McMahon N sE INTERCEPT Maral�ne bbrien 4 \ CTH V JOB # 70.02V1 12 OF 56 SE -SE EXISiI PRALT PRIVATE SLOPE \ \ ENTRA 1412 CTH V t125 3rd St SEC. 24 AMP REQLit 1) HOULTON, WI 54082 Hudson, Wi 54016 \ Scott & SAWCUT 31' LT w�" I � �� STA 48+20 LT PLAN AND PROFILE q q Jennifer Schroepfer EXISTING TOWN RD. \ o SAWCUT ASPHALT (� \� 1408 CTH V HOULTON, WI 54082 50R q o Fq / EOS t �a �� 50' LT v \ STA 50 s REMOVE NG CMP INSTALL EX18 T� WITH Epp SECTIONS �� Inc. Thomas & MATCH O 40' LT /t ��1 �� Vieregge Construction Donna Weiss j � � / 433 NEW CENTURY DR. o \ Hudson, Wi 54016 Box 1 I '<�� T �� Lake Elmo, M6855042 q ��' t� �t/ /S STA 45+75 C/L REMOVE 10' OF EXISTING CMP °\T T ` SE END AND REPLACE SLOPE INTERCEPT \q FROM WITH 12' OF 24", WITH END SECTIONS SORH' r\ � \ n \ CIRCULAR \ � \�\� R = 816.55 J� L� �"D` T \ °°\ STA 39+95 RT t EXISTING AGG. PRIVATE kD o s c = a�1.so \ ST 48+75 RT REM EXISTI0J CMP T / // ENTRANCE, NO CMP y \ PI Sto = 46+19.84 69 1' INSTALL 8I CMP / REQUIRED /� \ MATCH @ 50' RT �E - q� WITH EN IONS MATC 40' Y 60 PlyT i �/ • PRESERVE FENCE f James & - a T �� \ x Sally Caspersen Brian & \ 1405 CTH V ti � r\ STA 37+95 RT HOULTON, WI 54082 Theresa Schousek �� EXISTING AGG. PRIVATE ENTRANCE, NO CMP \� oFp \ 1409 CTH V / \ REQUIRED Hudson, Wi 54016 R°PF� Q EXISTING CENTERLINE MATCH @ 33' RT Gregory Pit & / & T �� T \ SCALE Leslie Fheneger � NOTE: UTILITIES NOT SHOWN SW —SW Ryan Jennifer Holmberg T 8408 16th Ave So. BLOOMINGTON, MN ON PLANS caulloN FIELD LOCATE PRIOR TO \ SEC• i 9/ Hudson, ° .� CONSTRUCTION T 0 50' 100' 150' / 935 935 930 930 925 925 0.51i 920 9207 PROPOSE -0.09% - — — 8 - -- -- -- o — — — — -- -- — -- — — ± 915 -- — 915 m + EXIS ING CENTI.RUNE g O0 N M g 910 910 ~ `n 905 g g 905 900 900 895 895 NM r 00 O Nu7 to(0 NN OO pN � O c0 0o rn ♦� 00 W O Or r? O 0o O� o oo Gco Ptn on O Drn � N �r��o o Cs •f M�� No o �o f o d o f fP r f` t` P co ri L6 ri co (� r oD 6 D co op (6 10co 40 (0 � Cd � oW a NNNN 890 ao fb oo oo o f OW rn Arn Orn Orn Arn Arn aOa0) W rn 890Crn W rn �rn Arn A 46+00 47+00 48+00 49+00 50+00 51+00 52+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 Vieregge Construction Inc. 1208 Nannekogon Loop Hudson, Wi 54016 33'RW P1 S1a = 68+09.29 o--- o— -- o-- I � PRESERVE FENCE i Q x LO I Ted & Nancy Newmann 327 145th Ave HOULTON, WI 54082 SCALE 0 50' 100' 150' SLOPE INTERCEPT t0 C 0 10 —Tf. TL — STA 68+10 RT 41.25'RW REMOVE EXISTING CMP INSTALL 42'X18" CMP WITH END SECTIONS MATCH ® 40' RT Mark Anderson I Lake Dr. Stillwater, Mn 55082 SW -NW STA 72+10 LT SEC' 19 PRESERVE FENCE EXISTING AGG. FIELD ENTRANCE, NO CMP 50'RW REQUIRED MATCH @ 40' LT xx—xxxx—xx—xx—x x xx x 60— EOS CTH V EOS -�-'7i-vC(11 SLOPE INTERCEPT NOTE: UTILITIES NOT SHOWN ON PLANS CAUTION FIELD LOCATE PRIOR TO IMf CONSTRUCTION STA 74+50 RT EXISTING AGG. F.E. INSTALL 26'X18" CMP WITH END SECTIONS MATCH @ 40' RT SE -NW SEC. 19 COUNTY PROJECT NUMBER SHEET NO CTH V JOB # 70.02V1 14 OF 56 PLAN AND PROFILE STA 78+50 20' LT TO FACE OF CURB INSTALL 30" TYPE "J" CURB do GUTTER MATCH GRADE AT FENCE LINE EDGE OF WATER I PROPERTY LINE_ Pioneer Cemetery r _x- x—x =x�—x x'=x� x J T� 0 0 0 0 0 0 EXISTING CENTERLINE STA 75+40 C/L /� RW REMOVE EXISTING CMP INSTALL 523X24" CMP ^, 11 WITH END SECTIONS Cloria Basel 1479 95th St, New Richmond, Wi 54017 PI Sto = 79+21.18 STA 79+50 LT EXISTING G. PRIVATE ENTRANCE, NO CMP REQUIRED MATCH 33' LT 935 935 VPI sr = �s+oo.o' VPI EL 922.80 91 = 3. 6X 930 930 _ -o. x CURVE IIN = 300. 5X E_2.(0 925 925 � 0 0 � " to PROPO ED CENTERLINE � � N n w z -1sa $ " + 920 m + g EXIS ING CENTE LINE _ n d to- 00 920 1n S N m m 9; < �� 1 0 -309 0 h ud +0 x g 3. �� 915 n o 0 915 g a N i g m a o cn cj ��tn g _ ^ w 910 r 910 < _ (n VPl ST = 75+50.0 U o 905 VPI EL 910,00 905 g1 = - .09% g2 = 3 66% CURVE N = 200. K = 29 66 900 E = 1.69 900 0o ��OoQW 0 oo o p�� 10 0 QDrnn�0 p o co> N uo�NNDg No �I oa) f(6 Noc 895 N0rn 7 �N N N rn prn prn a A B0 MODrn rn wrn 10) rn prn rn prn rn 79+00 80+00 8950 drn 75+00 76+00 77+00 78+00 ao�nn 7n+nn 71+00 72+ Mark Anderson I 715 Lake Dr. I i Glori%'Basel 9 95th St. R chmond, Wi 54017 NW -NW Stillwater, Mn 55082 m SEC. 19 W 5 LTJ;G. F.E. 1 trX18" CMP j� PRESERVE FENCE WITH E ECTIONS �` Pioneer Cemetery . MATCH @ 40 LT�� V PI Sta = 79+21.18 n p— � p — F =T" ' T !!! —T T !&G FL STA 80+75 RT STA 83+35 C/L EXISTING AGG. F. REMOVE 2' FROM EACH ENDSTA 78+50 - 80+50 INSTALL 26'X18� CMP NSTALL 6'X24" CMP EACH END 41.25'RW WITH END SECTIONS ITH END SECTIONS 20' LT TO FACE OF CURB��MATCH ® 40' RTINSTALL 30" TYPE "J" CURER SLOPE INTERCEPT e o c _ ._ 1 OS �— T—�L Z SLOPE INTERCEPT Gloria Basel y� 1479 95th St, J V New Richmond, Wi 54017 Gloria Basel 1479 95th St, New Richmond, Wi 54017 SCALE 0 50' 100' 150' NOTE: UTILITIES NOT SHOWN ON PLANS CAUTION FIELD LOCATE PRIOR TO V CONSTRUCTION I L) A COUNTY PROJECT NUMBER SHEET NO, CTH V JOB # 70.02V1 15 OF 56 PLAN AND PROFILE Edwin Glow, Jr A 1488 CTH V ` HOULTON, WI 5408 z � I m m o_� V J 11mo IF =X: fU 1 �L NE -NW SEC. 19 EXISTING CENTERLINE I 0 q SIT 92+20 LT EXIS G AGGsrl INSTAL 18' WITH ECTIC MAy WRI �I ST�C 93+00 RT ISTING AGG. FIE ENTRANCE, NO CM I REQUIRED MATCH 40 RT 940 940 VPI EL 930.00 6 g1 = 2. X c I: m m g2 = .14% + m + rn cuRVE N = 300. 935 935 E = 1. g g g 930 930 -1. 4X 925 925 w o ROPOSE CENTER INE 2•x 0 i 8 0 o m / + ri 00 N CON ; °' 920 N _ - _ 00 m y d cnd -0. 70X 0.53% _ _ a N x x g — E ISTING CE TERLINE v~i d 915 O U U 915 c o} O o O o +N m ED.-0 to IN o C O 0N00 rn In m mM CIO + N Lo < 1 910 910 < I m Go�_: co� W� d d F N V) � � Ln d g g g 905 905 900 900 Q W 1� QO00 I0 0 *p0rn p00 �purnn rQOoO) C0 n O 00 � O O N �^ O N n N co 110 a oo OcD �0 1-0 Nd CY) IO Q 00 0) rn O NO� � 00 0 0 O !b n O C4O 0 O O N aF M N I� N N O O O 00 DD IINIFI: 14: 0 00 0) O) 895 aN N N N N N N rr• r' w ppdO)Orn 8950M WO) 00) 4p Ao00) drn Wrn . nn OO , nn On , nn nnl.nn a1 inn 42+nn 93+no 94+00 STA�95 REMOVry INSTALL WITH EN MATCH ,I PI Sto = as+2a.3\ I m-A II _U � • �� I�� Gt� iING CMP v✓ 18" CMP John & Susan Strese 314-A 150th Ave HOULTON, WI 54082 PRESERVE FENCE ? U m J O EOS IN T — I Q II.,I Imo II STA 94+25 LT&RT 1 I EXISTING TOWN RD � ( SAWCUT 50' LT&RT 0Ln O� Jr v SCALE 0 50' 100' 150' 950 SLOPE INTERCEPT i m STA REM NVZr NOTE: UTILITIES NOT SHOWN ON PLANS CAUTION FIELD LOCATE PRIOR TO CAUTION CONSTRUCTION Robert & Shirley Orf 603 River Rd. SW -SW o Hudson, Wi 54016 SEC. 18 I STA 103+80 LT EXISTING AGG. FIELD m ENTRANCE, NO CMP 50'RW REQUIRED j— MATCH ®50' LT SLOPE INTERCEPT I I I _CTH V 0 + Marvin Radke 1513 CTH V Somerset, Wi 54025 COUNTY PROJECT NUMBER SHEET NO, CTH V JOB # 70.02V1 16 OF 56 PLAN AND PROFILE I BEGIN RECONSTRUCT 106r75 MATCH EXISTING m — n EXISTING CENTERLINE 0 950 945 0 o n + 0 940 o 940 EXIS ING CENTE RLINE N °i N 1.65% W N l0 6 f� V~I + � " " 935 CO N + m m N 935 N m N J930 g N g ., -.n J -_ 925 � =1•p4z — ffl VPI 5T 94+00.0 VPI EL s926.00 920 920 g1 a - .14% CURVE N PNrN NN N 200N. K 7159 E-0.0 d�1 � cy) 915 915In N7rocorirtrn rn Mm Nrnptrnrn rnd [O to O t0 ^ 3 N 8 N O 0 ^ ' �o cv cv ao aiduI m(o cD oo aC\jqai OO ri � CID A VO) � n qt p t910 N CN4 � rn oQom 910 a� prn 0m prn ISnrn t nn 1m Inn 1n?4.nn 1n3+on 104+00 105+00 106+00 107+00 108+00 Emanuel Lutheran Cemetery Association CTH V HOULTON, WI 54082 F 120+20 —=CURBa T TO FACE 33'RW LL 30" TYPE }-------------------- O 0 0 STA 122+50 RT TYPE 1 OR TYPE 3 TERMINAL ANCHORAGE SCALE p 50' loot 150' Donald & Sally Michaelson PO Box Somerset, WI154025 WIS DOT Eau Claire, Wi 54082 STA 123+45]PRIVAT EXISTING AGG. ENTRANCE, NOREQUIRED/MATCH @ 33' / �— STOCK PILE / AREA / PI Sto 123+98.72 U T J p / STA 124+00 RT � �—PRESERVE FENCE YPE 2 END .TREATMENT t END CONSTRUCTION STA 124+00 STA 12Z+50,- +00 RT STALLASS A STEEL PLATE BEAM GUARD i v � 0 NOTE: UTILITIES NOT SHOWN ON PLANS CAUTION FIELD LOCATE PRIOR TO CONSTRUCTION COUNTY PROJECT NUMBER ISHEET NO CTH V JOB # 70.02V1 18 OF 56 PLAN AND PROFILE i SW -NW - - - - SEC. 18 I i m A o00 — v CTH V� O O O O RW J.P. Colf Management Inc. 6016 Blue Circle Dr. Minnetonka, Mn 55343 SE -NW SEC. 18 1 1 -x—x EXISTING CENTERLINE 935 935 930 930 PROPOSED CENTER INE 925 925 o o 2•� $ o 920 920 LO N i W 915 915 ps w w EXISTING CENTERLINEI 910 910 ' 905 905 900 900 Ln N � NLO CO cD CO 0) O 00 Nt 0) N N t0 LO� N 00 00 O I0 N M 2NN DD 00 O N d N C\i 95Q Q N N N N N N N N M � M�895 CArn 0) 0) 0 M 0) 0) 0'0) n �1 nn 1�+nn 133+00 134+00 135+00 136+00