The URL can be used to link to this page

Home My WebLink About2012 70.12HE.pdfNDEX OF SHEETS SHEET N0. 1 TITLE SHEET N0. 2 TYPICAL SECTIONS AND LOAD SPREADS SHEET NO, 3 STANDARD ABBREVIATIONS, NOTES AND UTILITIES SHEET NO, 4 MISCELLANEOUS QUANTITIES SHEET N0. 5-6 EROSION CONTROL PLAN SHEET NO. 7-10 PLAN AND PROFILES SHEET N0, 11-19 CROSS SECTIONS TOTAL SHEETS = 19 DESIGN DESIGNATI❑N A.D.T. 2012 = 2000 A.D.T. 2032 = 2680 D.H.V• 2032 = 350 D, = 50/50 OF A,D,T,) = 7% V1 = 55 MPH ESAL, 0.6 rr,lI. COUNTY LINE CORPORATE LIMITS PROPERTY LINE LOT LINE END PAVING PROJECT C❑NVENTI❑NAL SIGNS COMBUSTIBLE FLUIDS (UNDER PRESSURE) LIMITED HIGHWAY EASEMENT - - EXISTING RIGHT OF WAY - - - NEW RIGHT OF WAY - - - REFERENCE LINE SLOPE INTERCEPT - ORIGINAL GROUND PROFILE EXISTING ROADWAY OR PRIVATE ENT. CULVERT IN PLACE UNDER GROUND UTILITIES GAS ELECTRIC TELEPHONE SERVICE PEDESTAL CABLE MARKER POWER POLE TELEPHONE RAILROADS MARSH WOODED AREA RIGHT-OF-WAY MARKERS CAUTION GAS UGE UGT P b DEPARTMENT11 Or GHWAY PLAN OF PROPOSED IMPROVEMENT (STAR PRAIRIE - DEER PARK ROAD) ST. CROIX C®LINTY COUNTY PROJECT NUMBER 70.12HE 0mmwmw 0 -17-W END RECONSTRUCTION PROJECT STA. 202+00 235th Ave S� r rr irie s T-31—N 0 220th Ave 210th Ave LAY OUT GRAPHIC SCALE 0 2000 a000 ( IN FEET ) CULVERT REQUIRED 0 �J CULVERT REQUIRED PROFILE Q ❑ OHE OVER HEAD LINES FENCE LINE T❑TAL NET LENGTH ❑F CENTERLINE = 0,96 MI. C❑❑RDINATES ❑N THIS PLAN ARE REFERENCED TO ST, CR❑IX COUNTY C❑ORDINATES SYSTEM VARIES 34-36' FT. �- 3.0" HMA PAVEMENT TYPE Ei 4" COMPACTED AND PULVERIZED PAVEMENT AND BASE MATERIAL 4" BASE AGGREGATE DENSE 3/4" EXISTING TYPICAL SECTION C.T.H, H (STA, 151+00 TO STA. 202+00) CLEAR ZONE TRAVEL LANE TRAVEL LANE -18' I 12'a 2'=j SEED &FERTILIZE ,LVAGED TOPSOIL &MULCH 4.35' 3.9 5' 0,02'/FT, ' PAVEMENT — — — — — — — — — — — — — — — — — CNpRMI � ------ 1 BASE AGGREGATE DENSE 3/4" POINT REFERRED TO ON CROSS SECTIONS 8" BASE AGGREGATE DENSE 1 1/4" 12" SUBBASE TYPICAL FINISHED SECTION C.T.H. H (WIDENINGI (STA. 163+25 TO STA, 166+25) ' FINISHED TOP EXISTING CURB &GUTTER 3,5" HMA PAVEMENT TYPE E1 1.75" LAYERS 1/2NOMINAL SIZE AGGREGATE 30' PAVEMENT CLEAR ZONE TRAVEL LANE TRAVEL LANE CLEAR ZONE 18' ►1. 1212' 18' SEED & FERTILIZE SEED & FERTILIZE SALVAGED TOPSOIL & MULCH SALVAGED TOPSOIL & MUM 4.35' 3.92' 3' 15' ..T. 15. 3' 3.92' 4435' 0,04'/fi, 0,02'/FT. 0,02' FT. 0.01'/Fi 4: I : Aa 1 T REFERRED TO ON CROSS SECTIONS 3.5" HMA PAVEMENT TYPE E1 1.75'LAYERS 1/2" NOMINAL SIZE AGGREGATE 2" PULVERIZED AND RELAYED ASPHALTIC PAVEMENT 6" BASE AGGREGATE DENSE 1 1/4" BASE AGGREGATE DENSE 3/4" 12" SUBBASE TYPICAL FINISHED SECTION Q.T.H. H RECONSTRUCT (STA. 151+00 TO STA. 163+00 AND STA, 166+50 TO STA. 202+00) LOAD SPREADS - CTH H GRANULAR SUBBASE 221 CY PER 100 FT OR 2.21 CY PER 1 FT TRI AXLE (12 CY) = 5.4 FT QUAD AXLE (16 CY) = 7.2 FT BASE AGGREGATE 99 CY PER 100 FT OR 0,99 CY PER 1 FT TRI AXLE (12 CY) = 12,1 FT QUAD AXLE (16 CY) = 16.2 FT 30 CY PER 100 FT OR 0.30 CY PER 1 FT TRI AXLE (12 CY) = 40.0 FT QUAD AXLE (16 CY) = 53.3 FT COUNTY PROJECT NUMBER ISHEET 70.12HE 13 OF 19 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 B/W BACK OF SIDEWALK IT, BITUMINOUS C,B, CONTROL CABINET C, Co CA CENTER LINE C,E, COMMERCIAL ENTRANCE CENTRAL ANGLE OR DELTA CONC, CONCRETE CONST, CONSTRUCTION CO. COUNTY 29T,H4 COUNTY TRUNK HIGHWAY C,Y, or CU. YD, CUBIC YARD C•P• CULVERT PIPE D. DEGREE OF CURVE E,A, END ABRUPT EA. EACH E, EAST OR EAST PROJECT COORDINATE E, ELECTRICAL LINE E,B, EASTBOUND EBS, EXCAVATION BELOW SUBGRADE ELEC. ELECTRICAL L. or ELEV. ELEVATION E,P, ELECTRICAL POLE EXIST, EXISTING 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 IN, MINMUM N. NORTH OR NORTH PROJECT COORDIATE N.S.P. NORTHERN STATES POWER N.B. NORTHBOUND N0, NUMBER N.E, NORTHEAST NOR, NORMAL two 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 R. or RAD. RADIUS R.P. RADIUS POINT RL, RA REFERENCE LINE R.P. REFERENCE POINT R.C,C,P,S.S. REINFORCED CONCRETE CULVERT PIPE, STORM REQ'D. REQUIRED REF. REFERENCE LINE RECONST, RECONSTRUCTION RT. RIGHT R/W RIGHT-OF-WAY RD. ROAD SAN, SANITARY SEWER SW. SIDEWALK OF SOUTHWEST S. SOUTH S.B. SOUTHBOUND SB, SIGNAL BASE S.F. or SQ, FT. SQUARE FEET or SQ. YD. SQUARE YARD ST. STREET S.D.D. STANDARD DETAIL DRAWINGS STH STATE TRUNK HIGHWAY STA. STATION SS STORM SEWER S.E. SUPERELEVATION OR SOUTHEAST T. TANGENT OR TELEPHONE LINE T.C,P. TEMPORARY CONSTRUCTION PERMIT T.P. TELEPHONE POLE T.L.E. TEMPORARY LIMITED EASEMENT TN. TOWN TYP. TYPICAL UNCL, UNCLASSIFIED EXCAVATION U,S,G,S, UNITED STATES GEOLOGICAL SURVEY USH U.S. HIGHWAY VAR. VARIABLE V.C. VERTICAL CURVE (LENGHT) VERT, VERTICAL V.P,C, VERTICAL POINT OF CURVATURE V.P,I, VERTICAL POINT OF INTERSECTION V,P,T, VERTICAL POINT OF TANGENCY W, WATERMAIN W. WEST W.B. WESTBOUND W.V, WATER VALVE STANDARD DETAILS DRAWINGS PAGE DESCRIPTION S.D,D. 8 D 1-17 S.D,D. 8 F 1-11 8 F 5-1 S.D.D. 9 A 1-12a S.D.D. 15 C 2-4a 15 C 2-4b 15 C 2-4c S.D.D. 15 C 3-1 15 C 4-1 S.D.D. 15 C 8-13a S.D.D. 15 C 8-13b S.D.D. 15 C 12-3 CONCRETE CURB, CONCRETE CURB &GUTTER AND TIES APRON ENDWALLS FOR CULVERT PIPE CLASS "B" BEDDING FOR CULVERT PIPE OR STORM SEWER AT -GRADE SIDE ROAD INTERSECTION, TYPES "82"1 "C", AND "D" AND TEE INTERSECTION BYPASS LANE BARRICADES AND SIGNS FOR MAINLINE CLOSURES BARRICADES AND SIGNS FOR MAINLINE CLOSURES DETOUR SIGNING FOR MAINLINE CLOSURES BARRICADES AND SIGNS FOR SIDEROAD CLOSURES TRAFFIC CONTROL, ADVANCE WARNING SIGNS 45 M.P.H. OR GREATER, TWO WAY UNDIVIDED ROAD OPEN TO TRAFFIC PAVEMENT MARKING (MAINLINE) PAVEMENT MARKING (INTERSECTIONS) TRAFFIC CONTROL FOR LANE CLOSURE (SUITABLE FOR MOVING OPERATIONS) STANDARD ABBREVIATIONS, NOTES AND UTILITIES GENERAL NOTES NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE PRIOR APPROVAL OF THE ENGINEER, THE LOCATION OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AS SHOWN ON THE PLANS ARE APPROXIMATE, THERE MAY BE OTHER UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN, CONTRACTOR SHALL VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION, WHEN THE QUANTITY OF THE ITEMS OF BASE OR SURFACE COURSE IS MEASURED FOR PAYMENT BY THE TON. THE DEPTH OF THICKNESS OF THE COURSE SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE DISTRIBUTION OF MATERIAL AS DIRECTED BY THE ENGINEER, NO PASSING ZONES WILL BE LOCATED BY OTHERS. ALL INTERSECTIONS TO BE PAVED AS DIRECTED BY ENGINEER. SIDE WHEN ROAD SURFACING NOTE THE SIDE ROAD IS NOT PRESENTLY PAVED, PAVEMENT SHALL BE PLACED TO THE LIMITS SHOWN UNLESS OTHERWISE PROVIDED IN THE CONTRACT. WHERE THE CONSTRUCTION LIMITS ARE BEYOND THE PAVING LIMITS, CRUSHED AGGREGATE SURFACING SHALL BE PLACED BETWEEN THE PAVING LIMITS AND CONSTRUCTION LIMITS, WHEN THE SIDE ROAD IS PRESENTLY PAVED, NEW PAVEMENT SHALL BE PLACED TO THE LIMITS OF DESIGN AS SHOWN AND BEYOND, IF NECESSARY, TO MEET EXISTING PAVEMENT, WHEN THE SIDE ROAD IS THE CONSTRUCTION PROJECT, THE INTERSECTION SURFACING SHALL BE THE SAME AS FOR THE PROJECT. NOTE: Modified Type "C" Intersection Edge of pavement and edge of pavement radii at modified Type "C" shall be placed to allow for a fnished 2" Wide crushed aggregote shoulder ❑t the intersection locations following pulverizing and relaying of the existing surface and base. UTILITIES DIGGERS HOTLINE TELE. 1-800-242-8511 FRONTIER C0MMUNICATICINS 154 E. 2nd St. P.D. BDX 446 NEW RICHMOND, WI 54017 TEL. C715) 243-7014 ATTN. TERRY DDRR WE ENERGIES 1921 8th St. SOUTH WISCDNSIN RAPIDS, WI 54494 TELE, C715)-421-7259 ATTN TDM KROSTAG ST, CROIX ELECTRIC 1925 RIDGEWAY ST. HAMMDND, WIS. 54015 TELE. C715>-796-7000 ATTN. ROB ODDLEY XCEL ENERGY-AMERY C]FFICE BOl KELLER AVE SOUTH AMERY, WI 54001 TEL. <715) 268-3227 ATTN. VICKI BREAULT TDWN �F STANTON 1447 200th AVE. NEW RICHMDND, WISC. 540t7 TEL. (715)-246-6212 ATTN. RICHARD HESSELINK, CHAIRMAN CO -pp ST. CROIX COUNTY HWY P.O, BOX 108 1150 DAMS ST. HAMMOND, WIS. 54015 TEL, (715)-796-2227 ATTN, TIM RAMBERG, HWY. DPT, COMMISSIONER ITEM 305.0110 ITEM 350,0102 BASE AGGREGATE DENSE 3/4, SHOULDERS GRANULAR SUBBASE STATION TO STATION LOCATION TON REMARKS STATION TO STATION LOCATION STA. 125+50 - 151+00 RT./LT, 360 MAINLINE -VILLAGE STA. 151+00 - 202+00 RT./LT, STA. 151+00 - 202+00 RT./LT, 715 ALONG MAINLINE STA. 178+66 RT./LT, STA, 151+00 - 202+00 RT./LT. 20 P.E. AND F,E.'S PROJECT TOTAL PROJECT TOTAL 1,095 TONS RE ARKS 9,102 ALONG MAINLINE 143 150TH STREET 9,245 CY ITEM 643.0100 '— TRAFFIC CONTROL (PROJECT STATION TO STATION LOCATION STA. 125+50 - 151+00 CL STA. 151 +00 - 202+00 CL PROJECT TOTAL ITEM 455.0605 TACK COAT ITEM 650o8000 STATION TO STATION LOCATION GAL REMARKS CONSTRUCTION STAKING ITEM 305.0120 STA, 125+50 - 151+00 CL 170 MAINLINE -VILLAGE STATION TO STATION LOCATION L_F. BASE AGGREGATE DENSE 1 1 A MAINLINE STA, 151+00 - 202+00 CL 426 MAINLINE STA, 178+66 RT./LT, 9 150TH STREET STATION TO STATION LOCATION TON REMARKS STA, 125+50 - 151+00 CL 2,550 PROJECT TOTAL 605 GAL, STA, 151+00 - 202+00 CL 5,100 STA. 151+00 - 202+00 RT./LT, 89056 ALONG MAINLINE STA. 178+66 RT./LT, 144 150TH STREET PROJECT TOTAL 8,200 TONS RECYCLED ASHPALT MAINLINE STATION TO STATION LOCATION CY STA, 151+00 - 202+00 RT./LT STA, 178+66 RT./LT PROJECT TOTAL 1,212 ALONG MAINLINE 20 150TH STREET 1,232 CY ITEM 460.1101 HMA PAVEMENT, TYPE E1; ASPHALT MATERIAL, PLANT MIX PAVEMENT STATION TO STATION LOCATION TONS REMARKS STA. 125+50 - 151+00 CL 17500 MAINLINE -VILLAGE STA. 151+00 - 202+00 CL 31741 MAINLINE STA. 178+66 RT./LT, 78 150TH STREET STA, 199+60 RT, 11 150TH STREET PROJECT TOTAL 51330 TONS PAVEMENT QUANTITIES INCLUDES ASPHALTIC MATERIALS PG. 58-28 1 TEM 521.0100 & 521.1000 CMP & ENDWALLS STATION EACH ENDWALLS REMARKS STA, 199+60 RT 18" x 36' 2-18" P,E. TEM 325.0100 PULVERIZE AND RELAY EXISTING BASE AND SURFACE STATION TO STATION LOCATION S_,Y REMARKS PROJECT TOTAL 20,805 S.Y. ITEM 525.0100 & 525.0500 ALUMINIZED CMP &ENDWALLS STATION EACH ENDWALLS REMARKS STA. 179+08 24" x 50' 2-24" ALONG MAINLINE PROJECT TOTAL 7,650 L.F, COUNTY PROJECT NUMBER SHEET NO. 70.12HE 7 OF 19 w o so' +oo' Daniel W Lofgren 16095 Cleveland St Apt 513 Redmond, WA 98052 or a � jLC z0 Z a 0 PLAN & PROFILE SHEETS STA 150+89 LT DO NOT DISTURB EXISTING F.E. (AGG) OR EXISTING CMP o LU z� 0 OLD ABANDONED FENCE Q 1— �_ SLOPE INTERCEPT EDGE OF SHOULDER TILE PROPOSED EDGE OF BIT PROPOSED 0.212 ACRES —Me— wr—wr—wr—wr—wr—wr—wr--wr—wr—wr—wr—wr—wr—wr—wr—wr— wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—'wBr--- MT— wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr�wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—nor.-�rT—� wr—wr—wr—wr—wr—wr—�m—wr—wr—wr—wr—wr—uP _�wr wrr. —'M----wr— r—wr um wr—wr—wr—wr—uc wr wr—wr— -- lvra r_u;r Y64--wr—wr—ur w wr�cr WT or or �# " Cw -flr! -----------------------------V----------------1.9 ____________----�_-__________--- O O —O — O--�---- p �-- —---g--------- 6--------- —_ ____-___-------_-___.3.1-------------------__-0.-_--------'O_---------_-' __-_____------Q--------- Q + + + + + + + -------------------------------------- •ac—w—w—mow_ In + a v--------------------------- i —-------------------------- --------- ----------------------------------------------------------- ------------------------------------------------------------------ ---------------- _-----'----- — d!�-w� 9�i �b�. n EDGE OF BIT EDGE OF SHOULDER OLD ABANDONED FENCE STA DO F.E. 147+65 LT NOT DISTURB EXISTING (AGG) OR EXISTING CMP w BEGIN CONSTRUCTION MATCH EXISTING SURFACE STATION 151+00 a �fV) i 0 Q SLOPE INTERCEPT 33' ROW EXISTING LD �ENCEBANDONED Halle Builders Inc PO Box 373 0 w j Z New Richmond, WI 54017 NOTE: UTILITIES NOT SHOWN 0 a 0 ~ ON PLANS CA1Pl'[ON FIELD LOCATE PRIOR CONSTRUCTION TO > NOTE: OLD AND ABANDONED FENCES TO BE REMOVED AND DISPOSED OF AT THE DISCRETION OF THE COUNTY. 1 - FI HED PRO ILE 1015 101 0 In N o Q. level o- o N - 1 7 5 V) U[I U aU — 1 6 1 0 10001 — 9911 1 1 99 - mtq U1+00 142t00 143+00 144+00 145+00 146+00 147+00 146+00 140+00 1' 00 .. 151+OD 152+00 153+00 ro0 0 too 154+00 155+00 156+ COUNTY PROJECT NUMBER SHEET NO. 70.12HE 8 OF 19 PLAN & PROFILE SHEETS w z _1 O a 50' 100' Star Praire Land Preservation Trust Inc U.S. Fish & Wildlife Service PO Box 88Star 1764 95th Street Prairie, WI 54026 OLD ABANDONED New Richmond, WI 54017 FENCE STA 165+16 LT CONSTRUCT F.E. (AGG) EDGE OF SHOULDER 401 TLE SLOPE INTERCEPT PRLCRES NO CMP 40' TLE :S 33' ROW 0.21 PROPOSEDEDGE OF BIT EXISTING 0.207 ACRESwr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr--wr—wr wr—wr—wr—wr—wr—wr—wr--wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr—wr Wr--wr--wr—wrwr---wr-- wr ucr ws •wrwr—tN---ucs— .� wn —v..-- r— r—rw ---..w wwr—wr—r wr-- wr ldiR w —w w w ale•-YaraE.-!yr _ - Wr -- _ �__ "—• � —� - ------ -- ------------------------------------------- + WiIft + + +$-------- + - - - - - •-• p N � b �O w t0 (p y�s_,+c—ou—as—w—w w—ms----ms—=_rg=n'is�-�w.r——w—cu—ua—cu—ou—w—w—wa--•w-=ae�-- tO ya_ c—ac—ac—w—w— s--ru-- �u w r—w--w___, � ------------ _ - CIT 1 33' ROW 33' ROW EXISTING 45' TLE EXISTING 40' ROW EDGE OF BIT w PROPOSED STA 159+75 RT SLOPE INTERCEPT BEGIN EXISTING STA 165 43 RT PROPOSED a Z 40' TLE 0.168 ACRES CONSTRUCT F.E. (AGG) CURB & GUTTER CONSTRUCT P.E. (AGG) END EXISTING 0.064 ACRES � PROPOSED EDGE OF SHOULDER CURB & GUTTER 0.130 ACRES NO CMP w NO CMP OLD ABANDONED z FENCE w w 0 z w Theodore A & Sue K Irle .j o_ CL PO Box 131 U.S. Fish &Wildlife Service D- o III -Star Prairie, WI 54026 1764 95th Street NOTE: UTILITIES NOT SHOWN New Richmond, WI 54017 tlAUT[ON ON PLANS NOTE: OLD AND ABANDO ED FENCES TO BE FIELD LOCATE PRIOR TO REMOVED AND DISPOSED OF AT THE CONSTRUCTION DISCRETION OF THE CO NTY. CTH H West C ----- -I -vpI - _- L--_ i O - i — - -- - — --- - - -- ---- - --- --- --- - — -- - -! - - - - --- ---- - - — -- -- - - - __- -- -- --- - -- -- -- --- - 92 1 - -- - -- - --- - - -- - LEN = 40�,00-L -- -- -___ -- ---- 1015 1015 oLO F T..-ST„ 1 157 81 1@ _...----.- ._ o .____ _......------- -- - ------....---------- --i - ------ -.._..- ----- -- ----- ---- --- - _...----- -- ------ --- — --- -- -- --- - -- --- LOW T EL W 10 0 4.64 o --- 110 - --- - ,� _- vs- -� _ - — — — - -- —} - —O ro -_ ry- o _.___. - - - -._. - -- - - - - - _. _ -_ _ - --_� -- -- -- ___ — ---- 0 4ax -- - --- - -- - -o. - sz -- - - - - --- ---- --- — - - ---- — — — - - -- -- - - -- -- ---- --- -- — o _ -. _ 1;3SG _ - 101 O 1010_.. - - - _ _ --- -- - a - - - - -- - - - -- -- --- ---- ww_- - -- — -- -- ---- - - -- - - --- --- - -- - 4g 1005 - EXJS ING PR4 ]LE- --Ilk -- -- — - - -- - - -- -- - - - — - - --- — -- -- - - -- - -- - -- - - -- - - - - - - - - - - - -- -- - --- l000_ - -- - 1 _FI_ HE_D _PROFILE _ _ ---_. ._ __-- --- - - --- 995-- I4IIr}__--__.._-_ ..._.___.. ___..,n rr��-- ...._. __._ .--M. /0 1-.....-. _..._ _____ 1� q __ .__ _._. -_ __ep. N- 7 _____ -. _ -_L0 ..._ }..-_. p..__ +'-__ o o rD _ _.__.--.__ n r� ----- -____ - N l� - - 1D _-_o. h-- _._.. ___.__ �.-_ _ -��.. __-_-__-._.--_-_�_._--.—____�_.-_.. _-._-_ _ _-__ N ^.^ _-_..-_ __y� -_-_ -_ _ gyp• rQ{_ �. .-__..�._._______� o --._ __ _ _- --_ sso ss 156+00 157+00 168+00 159+00 160+00 161+00 152+00 163+00 164+00 185+00 166+00 167+00 166+00 169+00 170+00 171+00 COUNTY PROJECT NUMBER SHEET NO, 70.12HE 9 OF 19 R PLAN & PROFILE SHEETS Star Praire Land Preservation Trust Inc v 5c 1004PO Box 88 to I James R & Rita M Mortensen Star Prairie, WI 54026 X: iR i 1524 Cty Rd H Star Prairie, WI 54026 la 40' TLE PROPOSED 19 Ij 0.207 ACRES I EDGE OF SHOULDER SLOPE INTERCEPT 401 ROW r I U0r— 33' ROW PROPOSED OF BIT 50' ROW I +11 /' w—wr— EXISTING 0.287 ACRES PROPOSED — —_—!Wr�� `" �? ----Z -- -- —ter—� _wr -- — ------ LDGE -- -------- --- '�',---------- _____________ Air for �`—�10'—'"'�°r'—'�'�um=wr + r uor—wr—wr ______________________.._________ -------- ___x---....--.---------------c---------s ------------------------------------------------------ -- —_..._-----•— �_— .e19.v.ou++.cLL�-�OIs.=-.41.®.olrm_�Nt co + —. _... o-.. �.. _..._—.— —\ ------•— —' —Go 40' TLE � It- it ACRES EDGE OF BIT 0*130 SLOPE INTERCEPT Ii I II II § 40' ROW 33' ROW EDGE OF SHOULDER II II PROPOSED EXISTING II II FAIR FENCE 0.206 ACRES II �I I tl U.S. Fish & Wildlife Service z Douglas J & Jean C Hansen 1764 95th Street -j 1545 Cty Rd H New Richmond, WI 54017 z Star Prairie, WI 54026 0 t= NOTE: UTILITIES NOT SHOWN w ON PLANS NOTE: OLD AND ABANDONED FENCES TO BE V) caul2orr FIELD LOCATE PRIOR TO REMOVED AND DISPOSED OF AT THE CONSTRUCTION DISCRETION OF THE COUNTY. CL PROFILE - - - -VPt - - L - ---' -- --- -- - -_ ---- _ _._. -- --1-- +1P1- L-_ 95:00 - - - - -- .- -------. -- VPI- L = 1 080 - - --- - - --- - - - ----- - --- - --- - -- t L = 98.00 ---- -- -- ---- --- --- - - -- --- -- -- -- - - --_ 1- 91 - -2:U x --.-__ __-__ - .__. t 91 _ 0.5 R -- -- I -- _... - _ -_.- -- --- -----......--�--- L__ ----. .- 1- 3.-2b --._. ..--. -.. -__......-- --- 1--._ -q2 0.5 x � -42 3.25 - - -_- ---- ----- -- ----_ _- 9 � - L17 ----- 30�?.00.___---_-------�---- - ._..-- - --- -- --- --- -- ----- - CUR _ 40 1 � _CU3 LEN = 40,OIZ- _ _._ .-- ---_-- ----_._.L__ -._._____ CU3- EN = - � K=259.7 9.7 _ .00 _.._.1 --- -- - -- -- --- -- -�- - _._-_...- K=106.6 K=144.4 I �101b 1015 -- _- - - - - -- - -- LOW - 177 53 33 - - 0 0 -- -- --- -_ - -- ---- --- 0 d — o LOW PT EL V_ 995.87 o I - -- --- - - -- _ _ _ _ o_- uoi N -- — -- -- -- - ---- -- — -- — ---- - --_. -__--- -_ ___ ---._ - -_-_-- --- -,. hm- - -- - --- --- --- 'Con .. .. -... 1010 N W h W - U Qz ow _U -- -- - —_ __ - loos �— FI N_-E HED_ PRO E _I _ - l — - — EX STING STIIL P OF 1 — - — - � - -- ---- - - 1 — —----- - — -- --- - ---- -- -- -- - -# 1 --- -- -- - - _ . - --- - - -- - .. --- --- ---- _ . ----- - -- -- -- -- --- -- - - - - - - noo I --- - -- --- - - - 995 995 ---p m L - h -o � y o _-- Wit- - - ---__- I 1 � A _ ___l } r.— ---- _ 1_1002Nd_ f LL ... ---_ --mo -- -_ -_._ _ 990 172+00 173+00 174F00 178+00 176+00 177+00 178+00 179+OD 180+OD 181+00 152+00 163+00 154F00 1B5+00 1B8+00 187+00 STA 179+16 REPLACE EXISTING CMP WITH 2410x50' ALUMINIZED CMP PLUS ENDWALLS AT STA 179+08 COUNTY PROJECT NUMBER SHEET NO, 70.12HE 10 OF 19 James R & Rita M Mortensen 1524 Cty Rd H PLAN & PROFILE SHEETS Star Prairie, Will 54 26 Z Crisdhome Farms Inc -' 1471 220th Ave m GOOD FENCE, RELOCATE, P- New Richmond, WI 54017 STA 190+93 LT ACTIVE LIVESTOCK AREA w MATCH EXISTING SURFACE CONSTRUCT P.E. (AGG) n STATION 202+00 NO CMP SLOPE INTERCEPT � PRESERVE TREES OUTSIDE ° OF NEW ROW. PROPOSED D EDGE OF SHOULDER 40' ROw I 40' ROW EDGE OF BIT :287M PROPOSED SLOPE INTERCEPT 45' ROW =c"r '6*--* -----_ �— 33 0246OW PACRDES 40' ROW wr —•--.-1�� '��'-- EXISTNG -----__ PROPOSED - ---- - 'cr -= V"is—wc '-'-'OCf- —_ "--_---_ + _ —g— -- —__— ,�_---_ _______ .—t__-----_--� m --- -- —_.—_--_____ ____ ____ ____ _______...-.. __ �,7_ bWF- --_---- O, --- ____ tEDGE Ibi—wr .i40' ROW� BIT PROPOSED 33' ROW o.206 ACRES SLOPE INTERCEPT 40' ROW HOULDER FAIR FENCE PROPOSED EXISTING 0.212 ACRES GOOD FENCE Douglas J & Jean C Hansen STA 199+60 RT 1545 Cty Rd H CONSTRUCT P.E. (BIT) OLD ABANDONED Star Prairie, WI 54026 REPLACE EXISTING CMP WITH FENCE w 18x30' CMP PLUS ENDWALLS z J O �t NOTE: UTILITIES NOT SHOWN ON PLANS CAUTION NOTE: OLD AND ABANDONED FENCES TO BE FIELD LOCATE PRIOR TO REMOVED AND DISPOSED OF AT THE CONSTRUCTION DISCRETION OF THE COUNTY, END CONSTRUCTION MATCH EXISTING SURFACE STATION 202+00 _.____.---_._.. - - - .._._ fi _ - -- - gt --- _- _ L = 1016,80 1,17 __ _ E ._ _ _ -- - _ - - - --- ---- ---- ---- - - - - - - -- -- - - --- --- _ - - - I - - - - --- -- -- - -- _.._ -VPI gt - = L = 1 - -1.4% 08 7 -{ - -- - - - - — --- --- --- - -- -- --I -- � -- - VPI -gt _� -- _ L = 1012.2 _ 1,02 --- -- _ _ - - --- --- -- I--- -- -- -- __ -- - - --1-- -- -- -- --- 1 �_--- �- - - - 9 - _ _ _ --._ - - -- -- - - - ----. - --- - --- - ------ -- - --- - - - -- - -- -- ---- - -1 -- -- - - --�-- -- -- ._ _-. - -- -- — _ cErq r C11 3A' = 30 ..00.--- i -_-_-. - - - -- - - - - - - - -- --- - - - K = -LEN 120.2 .00 - - - - -- - -- --- - - - - - -CuRVE_LEN K 11017 ( 1015 1015 I — 190..27.3 o--- IGH T. STA: 199 05.0 ____... _.---------IGH-T-,-ST_ HIGH PT -EL V 16;15.49 ____._ �-- — ._-- .. -- - ---- -. __- -, ----.- _--... -�--- o ..-..- -----._OW-P-_ST__196+27_04 LOW PT EI V•: 10 9,61 _- _--------... _._ -_.._.._ o ...._..---------- -- HIGH PT EL V: 1 11.28 ......------ --- - -- -j------ -- ---- . 1. __ +a 7% — -'_ -- --� -- - - - - - - - --- --- '- -- - - - --- - �r '--- --- - - --- - -- - -- - - ,• - - --m - - - -- - - - - - - —I - —I---� m— -- --- - — - - - - 1. 1010 n T 1010 ---- -----..._i_.._a ----- --- ---'- -- _._._ - -- -- ----.-- - - -- ---- - __ _.- —1 - - _ _ _ .._. t_ N W_ .-.__N W U U o 1 _g —--� -- __. -_- ---- _ _._.- --- ----- --- -- �_ ------ __.._ _- - - ------- g -•_� - -.._ - 1005 1._—EXIS G PRO�ILE -1- -- - ---1 - - -- - - - - --- - - — -- - — ---- --- -- — -- _ - -- -L-- - - - - - -- - - --- - -- - -- - -- - - —1-- -! --- --. --- -- . —_ —__ L --� i�- -- - - --- ----- - --- -- - -- -- -- INi RED'.. -PR FILE --- - - - - - -. -. -- -- -- f ( 1 1000 1000--1 - — — - -- - - I - _._. -- - -- - - -- - - - _ - --- --- -- -- _ - -- - — -- - --- -- - -- . 1 _ . -I -- -- ---L -- — -- - ----- -- --- -- -- ---. --___. ~• -----T- -.._-- ------ -_--- --- --- -- ----- ----�-- -----i--- _--�._.-. � 995 995 ro roi -_ �f) ._1_v01 S _-990d 990�0 1B7+00 188+00 789+00 190+00 191+00 192+00 193+00 194F00 195+00 196+00 19700 195+00 199+00 200+00 20100 202+00