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Home My WebLink About2008 E.pdfINDEX OF SHEETS I SHEET NO. 1 TITLE SHEET N0. 2 STANDARD ABBREVIATIONS AND QUANTITIES SHEET NO. 3 TYPICAL SECTIONS SHEET NO. 4-9 EROSION CONTROL PLAN SHEET NO. 10-21 PLAN AND PROFILE SHEET NO. 22-36 CROSS SECTIONS TOTAL SHEETS = 36 DESIGN DESIGNATION A.D.T. 2000 = 750 A.D.T. 2020 = 1150 D.H.V. 2020 = 140 D. = 50/50 T,(G OF A,D.T.) = 10% V. = 55 MPH ESAL. _ CONVENTIONAL SIGNS COMBUSTIBLE FLUIDS CAUTION (UNDER PRESSURE) UNDER GROUND UTILITIES GAS G ELECTRIC E TELEPHONE T SERVICE PEDESTAL CABLE MARKER (' POWER POLE 6 TELEPHONE I le I I I r I I i RAILROADS MARSH I 1 WOODED AREA RIGHT-OF-WAY MARKERS OVER HEAD LINES O.H. FENCE LINE COUNTY LINE CORPORATE LIMITS PROPERTY LINE LOT LINE — — LIMITED HIGHWAY EASEMENT EXISTING RIGHT OF WAY - NEW RIGHT OF WAY REFERENCE LINE SLOPE INTERCEPT '1RIGINAL GROUND PROFILE ,TING ROADWAY OR PRIVATE ENT. RT IN PLACE _ RT REQUIRED O �� RT REQUIRED PROFILE n n ST. CROIX COUNTY HIGHWAY DEPARTMENT PLAN OF PROPOSED IMPROVEMENT HAMMOND - BALDWIN ROAD (CTH T — US 63) REVEIVEID, ' C.T.H. E APR 0 7 2003 COUNTY ST. TY SHIGH WIAY D PT PROJECT DESCRIPTION 1NUMBER 5H36 CTH "E" (CTH T to US 63) CONSTRUCTION PROJECT NUMBER 70.08E1 YEAR OF CONSTRUCTION 2008 UTILITIES DIGGERS HOTLINE TELE. 1-800-242-8511 BALDWIN TELCOM 930 Maple Street Baldwin, WI, 54002 TEL. (715)— 684-3346 ATTN. Ken Carlsrud C4M (715)-760-0966 CENTURYTEL 2426 CTH M P.O. BOX 518 OSCEOLA, WI. 54020 TEL (715)-294-2463 ATTN, MIKE VENDENBDS XCEL ENERGY-AMERY OFFICE COUNTY PROJECT NUMBER , t 801 KELLER SOUTH AMERY, 54001 001 70.08F 1 � TEL. C715) � E6s-3227 ATTN. VICKI BREAULT ■nsp�� ST. CROIX ELECTRIC CO-OP L 1925 RIDGEWAY ST, R-17-W HAMMOND, WIS. 54015 TELE. (7157-796-7000 I ATTN. Stan Higby el (715)-781-2296 WE ENERGY 1921 8th St. Wisconsin Rapids, WI. 54494 TETEL.(71L)-423-2800 V) � � ATTN. Tort Krostag .L TOWN OF HAMMOND O Ott 1816 County Road E � N HAMMOND, WI. 54015 TEL 715-884-2731 ATTN. Ken Peterson (Chairman) _ _n u ST. CROIX COUNTY HWY. P.O. BOX 108 1150 DAMS ST. T\ -F+ HAMMOND, WIS. 54015 TEL (715)-796-2227 ATTN. TIM RAMBERG, HWY. COMMISSIONER HAMM - N D :W5 0 N T-29-N ORIGINAL PLANS PREPARED BY N ST, CROIX COUNTY HIGHWAY DEPT. 63 END CONSTRUCTION PROJECT STA. 167+00 BEGIN CONSTRUCTION PROJECT STA. 11+00 LAY OUT DATE SIGNATURE GRAPHIC SCALE ST. CROIX COUNTY 0 2000 4000 REVISION HIGHWAY DEPARTMENT ��- DATE PREPARED BY ( IN FEET) % PLAN ARE REFERENCED TO � SURVEYOR FRAN .IS W. BLFSKACFK RLS COORDINATES ON THIS JEFFREY S DURKEE P.E. ST, CROIX COUNTY COORDINATES SYSTEM DESIGNER DRAFTED BY JAMES W. KR17AN TOTAL NET LENGTH OF CENTERLINE = 2,954 MI. CHECKED BY 1 M RAMBERG COUNTY H rCOMMISSIONER U-11 00 C) r IN R. or RAD. RADIUS ADJ. ADJUST R.P. RADIUS POINT AGG. AGGREGATE RL, R/L REFERENCE LINE AH. AHEAD R.P. REFERENCE POINT ASPH. ASPHALT R.C.C.P.S.S. REINFORCED CONCRETE CULVERT PIPE, STORM AVG. AVERAGE REQ'D. REQUIRED A.D.T. AVERAGE DAILY TRAFFIC REF. REFERENCE LINE BEG. BEGIN RECONST. RECONSTRUCTION B.A. BEGIN ABRUPT RT, RIGHT BK. BACK R/W RIGHT—OF—WAY B/W BACK OF SIDEWALK RD, ROAD BIT. BITUMINOUS SAN. SANITARY SEWER C.B. CONTROL CABINET SW. SIDEWALK OF SOUTHWEST C, C, C/L CENTER LINE S. SOUTH C, E. COMMERCIAL ENTRANCE S.B. SOUTHBOUND p CENTRAL ANGLE OR DELTA SB. SIGNAL BASE CONC. CONCRETE S.F. or SQ. FT. SQUARE FEET CONST. CONSTRUCTION S.Y. or SQ. YD. SQUARE YARD CO. COUNTY ST. STREET C.T.H. COUNTY TRUNK HIGHWAY S.D.D. STANDARD DETAIL DRAWINGS C.Y. or CU. YD. CUBIC YARD STH STATE TRUNK HIGHWAY C.P. CULVERT PIPE STA. STATION D. DEGREE OF CURVE SS STORM SEWER E. A. END ABRUPT S.E. SUPERELEVATION OR SOUTHEAST EA. EACH T. TANGENT OR TELEPHONE LINE E. EAST OR EAST PROJECT COORDINATE T.C.P. TEMPORARY CONSTRUCTION PERMIT E. ELECTRICAL LINE T.P. TELEPHONE POLE E.B. EASTBOUND T.L.E. TEMPORARY LIMITED EASEMENT EBS. EXCAVATION BELOW SUBGRADE TN. TOWN ELEC. ELECTRICAL TYP. TYPICAL EL. or ELEV. ELEVATION UNCL. UNCLASSIFIED EXCAVATION E.P. ELECTRICAL POLE U.S.G.S. UNITED STATES GEOLOGICAL SURVEY EXIST, EXISTING USH U.S, HIGHWAY F.E. FIELD ENTRANCE VAR. VARIABLE F/W FRONT OF SIDEWALK V.C. VERTICAL CURVE (LENGHT) FT. FOOT VERT. VERTI-CAL G. GAS V.P.C. VERTICAL POINT OF CURVATURE G.V. GAS VALVE V.P.I. VERTICAL POINT OF INTERSECTION HOR. HORIZONTAL V.P.T. VERTICAL POINT OF TANGENCY HYD. FIRE HYDRANT W. WATERMAIN INL. INLET W. WEST I.D. INSIDE DIAMETER W.B. WESTBOUND INV. INVERT (ELEVATION) W,V. WATER VALVE I.P. IRON PIPE OR PIN N.S.P. NORTHERN STATES POWER LB, POUND N.B. NORTHBOUND L. LENGTH (OF CURVE) NO. NUMBER L.F. or LIN. FT. LINEAR FOOT N.E. NORTHEAST LT. LEFT NOR. NORMAL MAX. MAXIMUM N.W. NORTHWEST M.H. MANHOLE PAVT. PAVEMENT ML MILE P.E. PRIVATE ENTRANCE M.L. or M/L MATCH LINE PB or P.B. PULL BOX MIN. MINMUM P.C. POINT OF CURVATURE N. NORTH OR NORTH PROJECT COORDIATE P.1, POINT OF INTERSECTION QTY. QUANTITY P.T. POINT OF TANGENCY e -FNERAL 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 C T H E TwmmH How _ _ _ _ — GENERAL NOTES DESIGNS MAY BE INTERCHANGEABLE IN COMBINATION OR SEPARATELY FOR ANY ONE COMPLETE INTERSECTION DEPENDING UPON INTERSECTION ANGLE AND SURFACING OF EACH APPROACH ROADWAY. IRE ROAD SURFACING NOTE WHEN 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, 40 .. ` W l� 60 ' I� I w = 5J�W WIDTH 1011 TAPER TYPE "C" INTERSECTION STA. 78+80 RT. — 1 Q3rd ST. ® EXISTING SURFACE RADII DIMENSIONS FOR TYPES AND 'D' INTERSECTIONS 0 R1 R2 65-70 35 70 71-80 40 70 81-90 40 60 91-100 50 55 101-110 60 1 45 STA. 11+00 — 167+00 MATERIAL YARDAGE SUMMARY 10,600 C.Y. UNCLASSIFIED (BALANCES) 32,300 C.Y. GRANULAR SAND SANDLIFT 15,000 C.Y. CRUSHED AGG. BASE COURSE 4,800 C.Y. RECYCLED 8,890 TON ASPHALTIC BIT. PAVEMENT LOAD SPREAD (CONSTRUCTION) STA. 11+00 — 167+00 GRANULAR SAND 208 C.Y. per 100 Ft. or 2.08 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 5.8 Ft. Quad axle 16 C.Y. = 7.7 Ft. AGGREGATE BASE COURSE 96 C.Y. per 100 Ft, or 0.96 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 12.5 Ft. Quad axle (16 C.Y.) = 16.7 Ft. RECYCLED ASPHALT 31 C.Y. per 100 Ft. or 0.31 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 39 Ft. Quad axle (16 C.Y.) = 52 Ft. CULVERT SCHEDULE STA. LOCATION LENGTH/SIZE END WALLS 12+20 CL, 52'X24" CMP 2 REQ'D 14+20 RT. 30'X18" CMP 2 REQ'D 24+40 LT. 26'X18" CMP 2 REQ'D 31+24 CL. 52'X30" CMP 2 REQ'D 35+36 LT, ej,2eX18" CMP 2 REQ'D 44+63 CL, 56'X24" CMP 2 REQ'D 51+24 LT. 24'X15" CMP 2 REQ'D 59+34 LT. 26'X18" CMP 2 REQ'D 62+31 RT. 50'X24" CMP 2 REQ'D 78+15 CL. 52'X36" ARCH CMP 2 REQ'D 85+61 LT. 26'X18" CMP 2 REQ'D 87+62 LT. 26'X18" CMP 2 REQ'D 89+77 LT, 26'X18" CMP 2 REQ'D 94+91 LT. 36'X18" CMP 2 REQ'D 96+80 CL, 58'X30" CMP 2 REVD 97+20 LT. 36'X18" CMP 2 REQ'D 115+34 LT. 10'X30" CMP 0 REQ'D 115+34 RT, 50'X30" CMP 2 REQ'D 120+60 CL, 52'X30" CMP 2 REQ'D 130+67 LT. 26'X18" CMP 2 REQ'D 132+20 LT. 8'X60" ARCH CMP 0 REQ'D 137+05 CL. 52'X30" CMP 2 REQ'D r146+52 CL. 52'X24" CMP 2 REQ'D Im C) U R .CQ 0 -fz 4" TOPSOIL, SEED & MULCH SIM 2,S.A�7Ae�F Mqk 4" TOPSOIL & SEED— 2. SA7 /Ae<E Mqk EXISTING RIGHT-OF-WAY VARIABLE 48' SUB GRADE 42' TOP OF SAND 38' TOP OF BASE COURSE — 36" 0.80' 1.60' 3.18' 3;�.... 4" TOPSOIL, SEED & MUD9�IUES. ....................................................................... . . 3: 7 POINT REFERRED TO ON PROFILE 2g, 3" ASPHALTIC CONC. PAV'T. TYPE E1 7 y NOTE: 0.5' MINIMUM DEPT OF DITCH UNLESS 6" CRUSHED AGG. BASE & 2" RECYCLE DETERMINED OTHERWISE BY ENGINEER 12" DEPTH GRANULAR SUBBASE TYPICAL FINISHED SECTION RECONSTRUCTION — CTH E (STA. 11 +00 - 167+00) EXISTING RIGHT-OF-WAY VARIES — I 40' SUB GRADE I 33' TOP OF SAND I 30' TOP OF BASE COURSE I 28' 3'-- 11' 11 0.02' 0.02,/FT. nnf R 4, TOPSO IL & SEED 3 7 POINT REFERRED TO ON PROFILE 2,s, 2" ASPHALTIC CONC. PAV'T. TYPE E7 y� qk NOTE: 2' MINIMUM DEPT OF DITCH UNLESS 4" CRUSHED AGO, BASE % 2" RECYLE DETERMINED OTHERWISE BY ENGINEER 12" DEPTH GRANULAR SUBBASE TYPICAL TOWN ROAD FINISHED SECTION STA. 62+31 LT./RT. - 190th St. STA. 78+80 RT. - 193th St. STA. 115+34 LT./RT. - 200th St. THROUGH HIGHWAY _ _ CTH E_ TYPICAL INTERSECTION STA. 62+31 LT./RT. - 190th St. STA. 115+34 LT./RT. - 200th St. —SALVAGED TOPSOIL & MULCH SEED & FERTILIZER VARIABLE 12' MIN. 24' MAX. 3•� 3- 1 0.02'/FT. j 0.02'/FT. 3••1 6" CRUSHED AGG. BASE NOTE: 2" ASPHALTIC CONCRETE PAVEMENT, TYPE MV ON EXISTING PAVED DRIVEWAYS ONLY. USE 6" TOTAL DEPTH CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE TYPICAL SECTION FOR PRIVATE DRIVES AND FIELD ENTRANCES 2.1' - SEED & FERTILIZER SALVAGED TOPSOIL & MULCH Li J 0> d Q) C4 w col COUNTY PROJECT NUMBER SHEET NO. NOTE 70.08E1 (Reconstruction) 4 of 36 STA. 11 +00 EXACT LOCATION OF EROSION CONTROL ITEMS BEGIN PROJECT TO BE DECIDED IN FIELD BY ENGINEER. EROSION CONTROL PLAN SAWCUT PAVEMENT ALL DISTURBED AREA'S TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH. TCH EXISTING GRADE �I 0 0 v mI L21NI,TE: r 33'RW STING EXISTING CENTERLINE W EXISTING n SLOPE INTERCEPT SLOPE INTERCEPT o m � ^� 1 EXISTING CENTERLINE z SOP -10+00.00 N 353951.76 594004.17 — --—.—._.— -- --.—. - - - — -E ---------�- ---'----' po, ---------'----------------`----__------ v -- --- --- ---- --�-- --- ---- - - ------- - - - - - - ---------- ��------�- ---- $----�--------------------- --- ------------------------g---_----g---_-------_---�--- 2808_02 FT--�---- -- - v m SLOPE INTERCEPT SLOPE INTERCEPT EXISTING I EXISTING I EROSION MAT, CLASS 1, TYPE B SCALE RIP RAP a�_z SEDIMENTATION LOG 0 so' >oo' iso' SILT FENCE, PRECONSTRUCTION INSTALLATION CLASS II, TYPE B COCONUT MAT NOTE EXACT LOCATION OF EROSION CONTROL ITEMS TO BE DECIDED IN FIELD BY ENGINEER. ALL DISTURBED AREA'S TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH. 33'RW EXISTING 33'RW EXISTING SLOPE INTERCEPT SLOPE INTERCEPT _-- --- -- — --- ----- -- ------ a,— ---= �"_-------�—_-- —tea — —�---- — _--- — ------_�--- — ------ --- ----- ---� --------- _...._..._._. —. - SLOPE INTERCEPT SLOPE INTERCEPT S 33'RW 33'RW EXISTING $ EXISTING a 0 a EROSION MAT, CLASS 1, TYPE B I SCALE RIP RAP o ® SEDIMENTATION LOG 0 so' 160, 1s0' -��-�-� SILT FENCE, PRECONSTRUCTION INSTALLATION CLASS II, TYPE B COCONUT MAT im U 33'RW EXISTING SLOPE INTERCEPT . — . 33'RW EXISTING SLOPE INTERCEPT NOTE EXACT LOCATION OF EROSION CONTROL ITEMS TO BE DECIDED IN FIELD BY ENGINEER. ALL DISTURBED AREAS TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH. SLOPE INTERCEPT COUNTY PROJECT NUMBER SHEET Ni 70.08E1 (Reconstruction) 5 of 36 EROSION CONTROL PLAN ►��♦ _tee04 • a Km EROSION MAT, CLASS 1, TYPE B SCALE RIP RAP ® SEDIMENTATION LOG � 0 50' 100, o 150 -�-=�-= SILT FENCE, PRECONSTRUCTION INSTALLATION CLASS II, TYPE B COCONUT MAT NOTE R' EXACT LOCATION OF EROSION CONTROL ITEMS p� TO BE DECIDED IN FIELD BY ENGINEER. (� ALL DISTURBED AREA'S TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH. I � I 33'RW 11 I I EXISTING I I SLOPE INTERCEPT I I I ^y EX STING SLOPE INTERCEPT El i---- --- ----------__�— . _ . — . — . — . — — — — — — — n ( O --- _ — . — I , SLOPE INTERCEPT V Li 33'RW I EXISTING SLOPE INTERCEPT I O ' 33'RW EXISTING I I V �ttI^^J vl EROSION MAT, CLASS 1, TYPE B SCALE � RIP RAP ® SEDIMENTATION LOG 0 50' 100, >50'-�-�-�-� SILT FENCE, PRECONSTRUCTION INSTALLATIONmm CLASS II, TYPE B COCONUT MAT COUNTY PROJECT NUMBER SHEET NO. NOTE 70.08E1 (Reconstruction) 6 of 36 EXACT LOCATION OF EROSION CONTROL ITEMS TO BE DECIDED IN FIELD BY ENGINEER. EROSION CONTROL PLAN ALL DISTURBED AREA'S TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH. 33'RW EXISTING 33'RW EXISTING SLOPE INTERCEPT SLOPE INTERCEPT rl V ----.�-----------_--_-------� p ----- --.- -- i SLOPE INTERCEPT 33'RW SLOPE INTERCEPT EXISTING 33'RW I EXISTING 1 1 1 i I 1 I I EROSION MAT, CLASS 1, TYPE B SCALE RIP RAP ® SEDIMENTATION LOG p 50` 100' 150' SILT FENCE, PRECONSTRUCTION INSTALLATION CLASS II, TYPE B COCONUT MAT NOTE EXACT LOCATION OF EROSION CONTROL ITEMS TO BE DECIDED IN FIELD BY ENGINEER. ALL DISTURBED AREA'S TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH. 33'RW 33'RW EXISTING EXISTING SLOPE INTERCEPT 1 SLOPE INTERCEPTT ---$------------------'-- -----$---------- --_-_-----_--�_ ------------- �-------_%_ -_-=-g-------------�-_ co SLOPE INTERCEPT EXISTING / _ I SLOPE INTERCEPT 33'RW EXISTING I EROSION MAT, CLASS 1, TYPE B SCALE RIP RAP o ® SEDIMENTATION LOG 0 50' 100' 150' SILT FENCE, PRECONSTRUCTION INSTALLATION CLASS II, TYPE B COCONUT MAT Z U O O COUNTY PROJECT NUMBER (SHEET NO. 33'RW EXISTING __—�—_ ---_—— _ - NOTE EXACT LOCATION TO BE DECIDED ALL DISTURBED SLOPE INTERCEPT -- ---------=---�_— — 4— — — s----- - OF EROSION CONTROL ITEMS IN FIELD BY ENGINEER. AREA'S TO RECEIVE TOPSOIL, SEED, 50'RW EXISTING — _ - -----------5---- ----- FERTILIZER AND --- --- --------------------- 70.OBE1 (Reconstruction) 7 of 36 EROSION CONTROL PLAN MULCH. I I I 33'RW SLOPE INTERCEPT EXISTING —� I ----�----�--- LJ 33'RW SLOPE INTERCEPT EXISTING ` 33'RW EXISTING SLOPE INTERCEPT I EXISTING EROSION MAT, CLASS 1, TYPE B SCALE 0 RIP RAP ® SEDIMENTATION LOG 0 50' 100, 150' SILT FENCE, PRECONSTRUCTION INSTALLATION CLASS II, TYPE B COCONUT MAT NOTE EXACT LOCATION OF EROSION CONTROL ITEMS TO BE DECIDED IN FIELD BY ENGINEER. ALL DISTURBED AREA'S TO RECEIVE TOPSOIL, SEED, f I (i it FERTILIZER AND MULCH. 1 33'RW I I I I II I I I 33'RW EXISTING SLOPE INTERCEPT I I I I EXISTING SLOPE INTERCEPT --�- --�_-_----- - — —_-- — �, ------_- ,Q =--ter-- ---_---- ---_--= - - - - - -•- -•- - - - - - Ll j 33'RW SLOPE INTERCEPT I� SLOPE INTERCEPT 33'RW EXISTING I I+ If I II If I II EXISTING EROSION MAT, CLASS 1, TYPE B SCALE RIP RAP ® SEDIMENTATION LOG 0 50' 100' 150' SILT FENCE, PRECONSTRUCTION INSTALLATION CLASS II, TYPE 8 COCONUT MAT SCALE 0 50' 100, 150' 33'RW EXISTING SLOPE INTERCEPT — 33'RW EXISTING COUNTY PROJECT NUMBER ISHEET N, NOTE 70.08E1 (Reconstruction) 8 of 36 EXACT LOCATION OF EROSION CONTROL ITEMS TO BE DECIDED IN FIELD BY ENGINEER. EROSION CONTROL PLAN ALL DISTURBED AREA'S TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH. 33'RW EXISTING r&m EROSION MAT, CLASS 1, TYPE B RIP RAP ® SEDIMENTATION LOG --- SILT FENCE, PRECONSTRUCTION INSTALLATION mm CLASS II, TYPE B COCONUT MAT NOTE EXACT LOCATION OF EROSION CONTROL ITEMS TO BE DECIDED IN FIELD BY ENGINEER. ALL DISTURBED AREA'S TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH. SLOPE INTERCEPT EROSION MAT, CLASS 1, TYPE B SCALE ® RIP RAP ® SEDIMENTATION LOG 0 50' 100' 150' SILT FENCE, PRECONSTRUCTION INSTALLATION CLASS li, TYPE 8 COCONUT MAT SLOPE INTERCEPT SLOPE INTERCEPT ►9 N q c� 33'RW EXISTING 33'RW EXISTING O 33'RW EXISTING SLOPE INTERCEPT ti -- __--------N-----__- - - - - ` - SLOPE INTERCEPT 33'RW EXISTING SCALE 0 50' 160, 150' 41.25'RW EXISTING SLOP N SLOPE INTERCEPT 33'RW EXISTING SCALE 0 501 100, 150' • NOTE EXACT LOCATION OF EROSION CONTROL ITEMS TO BE DECIDED IN FIELD BY ENGINEER. ALL DISTURBED AREA'S TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH. C] . .-......... - --- - SILT FENCE, PRECONSTRUCTION INSTALLATION STA. 167+00 END PROJECT NOTE: SAWCUT PAVEMENT MATCH EXISTING GRADE 3 ® RIP RAP -�= - SILT FENCE, PRECONSTRUCTION INSTALLATION EROSION MAT, CLASS 1, TYPE ...SEDIMENTATION LOG CLASS 11, . E B COCONUT MAT COUNTY PROJECT NUMBER ISHEET NO 70.08E1 (Reconstruction) 9 of 36 EROSION CONTROL PLAN W 41.25'RW EXISTING SLOPE INTERCEPT U ---- O SLOPE INTERCEPT 33'RW EXISTING NOTE EXACT LOCATION OF EROSION CONTROL ITEMS TO BE DECIDED IN FIELD BY ENGINEER. ALL DISTURBED AREA'S TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH. EROSION MAT, CLASS 1, TYPE r= SEDIMENTATION LOG %��%%5��'•CLASS 11, TYPE B COCONUT W, SW —SW TN Hammond Hall COUNTY PROJECT NUMBER SHEET NO. Richard M. Sather STA. 12+20 CL SEC. 10 1816 CTY RD E NOTE: UTILTiIES NOT SHOWN 70.08E1 (Reconstruction) 10 OF 36 SALVAGED EXISTING CMP 1687 HWY 12 Hammond, W. 54015 C�OTiON ON PLANS INSTALL 52' X 24" CMP Hammond, WI. 54015 FIELD LOCATE PRIOR TO WITH END SECTIONS Tel, 715-796-5414 STA. 18+30 LT CONSTRUCTION PLAN AND PROFILE SALVAGED EXISTING CMP REINSTALL TO MATCH NEW DITCH LINE. ".E .•<`IL STA. 11 +ao.. s ,- BEGIN PROJECT v ` OTE: SAWCUT PAVEMENT e -CH EXISTING GRADE - fade aCk Si p OV � o e o provide 33 RW 4 t OWa I ma nt once r 33'RW s . • i in pe m be < _ EXIs11NG °Town Chairman EXISTING 71 SLOPE INTERCEPT SLOPE INTERCE / M = • , Z.. 4. ' y EXISTING CENTERLINE m --- T � T 7— T_ T— T T T _ _. i T -.d i T-- T 7 a �. - 1' �. —._ 7 —_ T -- 7 T T .�. T -� T T t t= �_• T `. -- T i 10 N Io iv.- 10 A T �� T _- _� __ T ---Td c 1 __.7--y- T �_ T �_ 7- i T T T - TY-�` + a: + _____ T �- - T 17 10 - _ TO— , CEp EXISTING CENTERLINE `. SLOPE INTERCEPT SLOPE INTER 33 RW ' ,c- 1 33RW a EXISTING='f' EXISTING � r CD Marvin A. & STA 14+20 RT Jean Jacobson TR Brenda L. Birr INSTALL 30'X 18" CMP 1338 S 5th ST, SCALE WITH END SECTIONS NW —NW Stillwater, MN. 55082 989 CTY RD. T SEC. 15 Tel, 651-439-5605 1 Hammond, WI. 54015 1 50' 100' 150' Tel. 715-796-2401 STA. 11 +00 BEGIN PROJECT STING CE ERLINE VPI ETA -11161 42 1165 1165 _ ___ NOTE: SAWCUT PAVEMENT CURVE LEN = 4-00ft. MATCH EXISTING GRADE K=126.47 1160 1160 VPI STA = 21 +00 VPI EL = 1152.10 1155 8 1155 24" MP z 'm o P.-'+moo+• m -PROPOSED CE RUNE \ VPI STA = 12+00 a ,I e $ 1150 VPI EL = 1158.67 y + 8 1150Ed 17.71 J ^U Ua � in W Y = = fl II 1145 1145 1\ \ 1140 1140 1135 1135 11311 1130 1125 O 1` Ln 00 ind 01 O to (D CIDM 1� O) 00 tD a0 O0 O to O M r p 1� n tD d at too tD �t N N Id. Lo 0 11N 01 00 N N t0 M M M O O tD i� N c0 OCi 00 00 00 00 Oi0 OiOi Ui 03c6 rf` tDln �� d Co000 00 06 If) �j to 1n to t0 t0 to to to tD cD tD 0 to to 1a7 to � in to to U) T- 1120 �: r— �: r� 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 Kennth J. & Geri G. Johnson . 24+40 LT.1828 OVE EXISTING CMP CTY RD. E TALL 26' X 18" CMP r Hammond, WI. 54015 H END SECTIONS Tel. 715-796-8806 Sta. 26+00 to West properi line ,• 10'x 153' +f— Temporary Easement :. 0.035 acres fir. .. 33'RW EXISTING SLOPE INTER m EXISTING CENTERLINE . •�T w__--—}—t-`---7—T—T— —T— y ; 3isa- Am - SCALE 0 50' 100' 150' 1150 SE—SW �rLsc,r✓�-/Ka lsL }iz �ti Zu✓�iz^r�'`Brent & SEC. 10 Frederick C & sk.:1 Nc�J f4, 1S aS Tonia Buerkle Helen M Kuebker Trhz J, 1848 CTY RD. E d Hammond, WI. 54015 PO BOX 175 Tel. 715-796-2115 Roberts, WI. 54023 t.t_ nn ,'7C �J11.Of1 ArJ/1 + C•-....�'. SLOPE INTERCEPT 73 a n a Jean Jacobson TR NE —NW 1338 S 5th ST. SEC. 15 Stillwater, MN, 55082 Tel, 651-439-5805 STA. 35+36 LT, COUNTY PROJECT NUMBER SHEET NO. REMOVE STING CMP 70.08E1 Reconstruction 11 OF 36 INSTALL X 18" CMP WITH ENa CTIONS PLAN AND PROFILE k; $ O 0 ,.r v PI Stu = 36+06,02 ! CD N = 353938.08 z - r E = 596610.15 I = 01'47'47.6'L 33'RW = 9' EXISTING m co SLOPE INTERCEPT _ - u of } _-• T '_'_ T _, T —.- rv_._ r : _K�. e k T A A 40 SLOPE INTERCEP z Grade back slope ,to provide - r moveable mdintlnance 33'RW EXISTING Janwv H. & Janet M, Jeske 1851 CTY RD. E Hammond, WI. W15 Tel. 715-796-2566 11501 VPI STA = 37+00 S 30 138.400 1145 1145 S N_ 9 -- 8 K CURVE LEN = 103.00 Ft. . S 3 `� x v S W r 1140 1140 "� - - - N �Y. ft PROPOS ED CENTE RUNE W ° d 1135 1135 VPI VPI STA = EL = 1138.10 25+00 " < 21 �_ �� ZZ g �i 8 1130 1130 M c XISTING C NTERUNE 30' CMP 1125 1125 — -- -- � d — VPI STA = 27+00 v g v VPI EL = 1132.90 1120 1120 CURVE LEN = 200 Ft. K = 128.21 VPI STA = 32+QO VPI EL = 1127.70 CURVE LEN = 400 Ft. K = 126.58 1115 1115 1110 1110 o0 00 cp O� cr r t` ao a7 N N 00 00 .t cp OaD tD O Oo0 O� cDn r- to �N cp �(D M M M� 0 O� ap LO �N C4 t` �M0 O O Ln O (o M n 00 0) (D N O O (pOD a} O —(0 tnO Mtn N1n d'� aDO adQ1 f` d' MN �O NN (O� Nn O�tO O Q) O r7 tri u7 (O cD c� c0 (O tD (O cD tf) �t 00 r` to d d eM tM N N O Oi 0i 0i 0i 01 0 Oi Oi 0 0i NN NN CD im CO O NN MN ai roto M►M MM MM MM MM MM 1hM t�t2 MM MM d MM MM N7M MM M17 pilp; +� N NN NN NN R- e- r- 28+00 29+00 30+00 r- 31+00 32+00 33+00 r e- 34+00 35+00 36+00 37+00 38+00 39+00 24+00 25+00 26+00 27+00 SCALE 0 50' 100' 150' 1145 1140 1135 1130 � A 1125 1120 1115 10 Richard F. & STA. 51 +24 LT. SW -SE Frederick C & NOTE: UTILITIES NOT SHOWN Rosemarie Kuebker REMOVE EXISTING CMP SEC- 10 Helen M Kuebker Tr. Aulcox ON PLANS STA. 48+08 LT. INSTALL 24' X 15" CMP FIELD LOCATE PRIOR TO 1880 CT( RD. E NO CMP REQUIRED WITH END SECTIONS X 175 CONSTRUCTION Hammond, WI. 54015 PO BO Roberts. X 54023 Tel. 715-795-5307 Sta. 50+00-51+00 32' Lt. Large 4 Ella, Maples----, R v x�+ _ - 4Sta. `39+00 - 47+00 LT�' }fix 'z:10' X 800' Temporary # < 41 . - Limited Easement 0 154 Acres, +/— a • .: SLOPE INTERCEPT �� EXISTING CENTERLINE t< t _ SLOPE INTERCEPT ..-- 7, EXISTING CENTERLINE r*m z h A co + N 88'30'15-e E i 'u ' I I o +0 00 2625.2ti F7 8 g it + li + 0 0 $ + + SLOPE INT�RCEPT Frederick C & NW -NE Helen M Kuebker Tr SEC. 15 PO BOX 175 Roberts, WI. 54023 S N + t M A Lo . 0Lo PRO SED CE TERLINE S g VPI STA = 42+50 VPI EL = 1128.60 CURVE LEN = 300 Ft. K = 142.71 i . o ' 'o m r:» o r v.- At i " pd'1 Fiat G�3. rna,a>k�tt i+ STA. 44+60 CL STA. 48+38 RT. SALVAGED EXISTING CMP NO CMP REQUIRED INSTALL 56' X 24" CMP WITH END SECTIONS VPI STA = 49+00 VPI EL = 1130.80 CURVE LEN = 400 Ft. K = 134.55 COUNTY PROJECT NUMBER 70.08E1 (Reconstruction) PLAN AND PROFILE SLOPE INTERCEPT 10' X 640' Temporary Limited Easement 0.147 Acres +/- 33'RW EXISTING SHEET NO. 12 OF 36 { /Frederick C & Helen M Kuebker Tr. Donald H. Ott Tr. 10' X 640' ROW Strip 1013 190th St. Adjacent with ROW Line NE -NE Baldwin WI. 54DO2 SEC. 15 Tel. 715-796-2782 1145 1140 1135 1130' 1125 �2.63x 1120 -+ N 1115 1110 1105 1105 M rM to cc M p rn O N O M O to to tb at N st O rn 00) rao MtC to to to n t`c0 01 to t`tn O> LO tt?� of O 01d N Obi to p� t7 foN - r ISM ON to Nd 'tf\ OR-7 na0 rto ON �O It r�co t-� Nr O Oi Oi 01 O Oi 00 0> n I� to N M O O> cD c0 to 0 M C*4 O O Of 0) of O t10 0) a0 0) 00 0) 06 01 NN CO O) NN 00 O MN O) O thN O) MN NN NN NN NN N N NN NN N NN N� 17 M K) PO Mtr) MM MM MN NN NN N N NN NN _ _ _ �1100 1100- A0—r%f% do-Lnn snM nn 51+00 52+00 53+00 COUNTY PROJECT NUMBER SHEET NO. SE —SE Richard F. & NOTE: UTILITIES NOT SHOWN Rosemarie Kuebker ON PLANS SEC. 10 Donald H. Ott Tr. 70.08E1 (Reconstruction) 13 OF 36 catrrcox FIELD LOCATE PRIOR TO � y 10wi 190th St. 54002 1880 CTY RD. E CONSTRUCTION Hammond, WI. 54015 STA. 59+34 LT. REMOVE EXISTING CMP 1 14� r PI Sto - 52+31.26 N — 354000.61 Baldwin WI. Tel. 715-796-278Z PLAN AND PROFILE LT. 26 X 1 ` INSTALL M STA. 53+55 NO CMP REQUIRED Tel. 715-796-530 D SECTIONS WITH EN T E - 599234.52 I — 00.57.57.9"R X 570' Temporary IVSt?351 +30 — 57+00 LT. EasementMATCH t 1 NOTE: SAWCUT PAVEMENT 50 RT.ted IXISTING GRADEEXISTING 011 Acres + — „ # °_ - --33'RW r / k a IXISTING '- SLOPE INTERCEPT CENTERLINE —T—T 1 I T T—PED SLOPE EXISTING CENTERLINE INTERCEPT — All&EXISTING T �-T . TZ 7-1 I O p p�O SLOPE INTERCEPT —' NOTE: SAWCUT PAVEMENT 50 RT. 33'RW EXISTING o t. MATCH EXISTING GRADE ' SLOPE INTERCEPTJ. EXISTING 10' X 640' Temporary ,Cu i Limited Easement U i 0.147 Acres +/— STA. 55+50 CL STA. 62+31 RT. Charles R. & WDEN EXISTIG CONCRETE BOX CULVERT Donald H. Ott Tr. SCALE WITH TIMBER PLANK AND INSTALL GUARD RP' REMOVE EXISTING CMP NE —NE INSTALL 50' X 24" CMP Rebecca J. Pace 1013 190th St. SEC. 15 WITH END SECTIONS 991 S t. Baldwin WI. 54002 Hammonndd,, W WI. 54015 0 50' 100, 150' Tel, 715-796-2782 Tel. 715-796-8638 ,t 1140 1140 1135 1135 - 1130 1130 M 1125 1125eq 8 d + z, 2BOP0ED CE RUNE 2 azEll 1120 1120 I y 5 5 VPI STA = 62+00 VPI EL = 1119.51 1115 1115 VPI STA = 60+50 VPI EL = 1117.20 MATCH GRADE AT UCTU E 1110 1110 Box CUIVe t EXISTIN CENTERLIP IE 1105 1105 VPI STA = 56+25 VPI EL = 1111.70 CURVE LEN = 350 Ft. 1100 1100 K = 89.09 O v) to LO n N O It (O N N O LO M N r� tcQp W CO t7 (D ul) N t� Of t13 f` to LO rl- N Cn (^D N - O) eF N 6) CD 00 f1z r to N N CD C7 N N K) �t Ln O) Co Mt7 N to ui4 cow nn Oi(7i NN NN NN li . N� I`cc (Ou7 Ln �� Mto to 10 tot'i 1-6"i NN 52+00 53+00 54+OO 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 r Donald H. Ott Tr. NOTE: UTILITIES NOT SHOWN SW —SW c�vT[ox ON PLANS 1013 190th St, FIELD LOCATE PRIOR TO SEC. 1 1 Baldwin WI. 54002 CONSTRUCTION Tel, 715-796-2782 Sta. 68+00 - 71 +00 LT wiz 10' X 300' Temporary j Limited Easement< 0.069 Acres 33'RW Sta, 70+50-75+601 Lt, Old Abandon Fence EXISTING SLOPE INTERCEPT EXISTING CENTERLINE � � a J � w u •N 89'28'13.3' E^ + + + 8 8 8 8 23oo.00 Fr f 0 0 0 0 0 ` SLOPE INTERCEP� — , 33'Rw Sta. 75+60 78+00 34 Rt. EXISTING' -y�l Good Fence Olt SCALE Charles R. & Rebecca J. Pace NW -NW 991 190th St, SEC. 14 0 50' 100' 150' Hammond, WI. 54015 Tel. 715-796-8838 STA. 78+15 CL. REMOVE EXISTING CMP INSTALL 52' X 36" ARCH Baldwin Dairy Inc. CMP WITH END SECTIONS 2487 GTY RD G Emerald, WI. 54013 Tel. 715-684-5430 1 ' -a Note: Type "C" Intersection at 193rd St. } ` ;a SAWCUT PAVEMENT 33 RT. r # v MATCH EXISTING GRADE m EXISTING CENTERLINE - 1 COUNTY PROJECT NUMBER 70.08E1 (Reconstruction) PLAN AND PROFILE iHEET N0. 14 OF 36 1 W c Charles R. & Dennis M. Erd7nan STA. 75+43 RT. Rebecca J. Pace NO CMP REQUIRED 1 550 Park Ln. 991 190th St. Orono, MN. 55356 Hammond, WI. 54015 Tel. 952-745-7881 Tel. 715-796-8838 8 1155 1155 � r n u VPI STA = 73+00 < 1150 VPI EL CURVE = 1143.80 LEN 400 Ft. N g 1150 — K = 150.72 13x 1145 1145 0.28X 36' Arch MP 1140 1140 g `0 ; N " d i; / 9 VPI STA = 80+00 W 8 i VPI EL = 1145.60 1135 < PR POSED NTERLIN 291� ii n CURVE K=160.31 LEN = 300 Ft. 1135 — W_. Cj g 8 r r 1130 1130 �� " x. "' _ _ ... F n J �.72R -r' ISTMIG CENTERLINE o 1125 1125 1120 VPI STA = 68+50 1120 VPI CURVE EL = 1130.70 LEN = 200 Ft. = 168.1 1115 1115 OM NM 0000 t` OU) MN Il-� 000) toCf cDO O nN Co MOD O O) O OMON O N� �� MO> a0tD O)cD ODD �O �tf) OEM O)� ON NM O N cOcO vi 00� N a7 M Q�N I� Mao I" Qi �� 00 cDcO O fit` N �N N M I�cp PO N) r7 �• i+� r7 �t _O sf ui c0 NN cp 00 NN I� 00 NN 00 Oi NN (" MM MM MM MM MM MM �d d '*it * d' �_� 1110-: 66+00 -� 67+00 �: 68+00 r� 69+00 �; 70+00 �� 71+00 �� 72+00 - 73+00 � 74+00 75+00 76+00 77+00 78+00 79+00 80+0+00 81+00 Cheryl A. Brown SW -SE Donald W. Hastings COUNTY PROJECT NUMBER STA. E EXISTING LT. SEC. 1 1 1950 CTY RD E REMOVE EXISTING CMP 1968 CTY RD E 70.08E1 (Reconstruction) Baldwin Dairy Inc. STA. 85+61 LT. Baldwin, WI. 54002 INSTALL 26' X 18" CMP Baldwin, WI. 54002 REMOVE EXISTING CMP STA. 87+62 LT. Tel. 715-688-6938 WITH END SECTIONS Baldwin Dairy Inc. Tel. 715-684-5291 2487 CTY RD G SE —SW INSTALL 26' X 18" CMP REMOVE EXISTING CMP PLAN AND PROFILE Emerald, WI. D G SEC. 1 1 WITH END SECTIONS INSTALL 26' X 18" CMP WITH END SECTIONS 2487 CTY RD G Tel, 715-684-5430 Emerald, WI, 54013 Tel. 715-684-5430 .. Sta, 91 90-9 +25 Good 3fence {.. + FI sea tes+31.2E _ ram rq `Sta, 85+75-87+50 Lt & 0 4 c N - 354Q27.87 m ❑ld abandoned fence 'Z ISTINc m 33'RW E — 601534.42 � m EXISTING ISTING I — 01'17'17.7R EXISTING CENTERLINE SLOPE INTERCEPT SLOPE INTERCEPT EXISTING CENTERLINE v A' T_ PED i 1 r+ r"` 77 ------ ------ — ------ ---- -- SLOPE INTERCEPT t.. LOPE INTERCEPT 33'RW 33'RW w _ 4rNi � Y �EXISTING EXISTING Z z o±►, SCALE Dennis M. Erdman NE —NW 550 Park Ln. Orono, MN. 55356 FiR 50` 100' 150' SEC' 14 Tel952-745-7881 0 1175 1170 1165 A w � 1155 _ d.. 1150 1145 I VPI STA = 87+00 VPI EL = 1160.50 STA. 90+20 RT. NO CMP REQUIRED VPI STA = 89+00 VPI EL = 1166.20 Dwight W & STA. 93+55 RT. Shirlley J Alwin NO CMP REQUIRED 1957 CTY RD E Baldwin, WI. 54002 NW —NE Tel, 715-684-2517 SEC. 14 VPI STA = 91+50 VPI EL = 1171.04 CURVE LEN = 300 Ft. IC = 147.06 8 8 0 a Nid 1135 O OD N n t o d ro d O t+� O� O cc! � KS 04 0� o 00 0f 00 c0 01 co OD n N 00 Obi M '- r r- N M 00 cr7 0 oo M CH .- W(D onto p r;� N r CV N f` 1O7 cn.n M 'ntn coun 'nLn ao� LB cooW coto 89+00 90+QO 91+OQ 92+00 93+0 83+00 84+00 85+00 86+00 87+00 88+00 80+00 81+00 82+00 SHEET NO. 15 OF 36 Cheryl E & Kevin M Elliott 1963 CTY RD E Baldwin, WI. 54002 Tel, 715-684-3822 1175 1170 1165 1160 1155 1150 1145 1140 1135 0 00 �1130 I -- SE-SA,- STA. 94+91 LT. SW —SE SEC. 11 1982 CTY RD E REMOVE EXISTING CMP SEC. 1 1 Baldwin, WI. 54002 Tel. 715-688-2701 Donald W. Hastings W �jti3 � 1968 CTY RD E Baldwin, WI. 54002 STA. 96+80 CL. EXISTING CMP STA. 97+20 LT. REMOVE EXISTING CMP STA. 105+30 LT. No CMP REQUIRED Preserve trees @ 40' from CL east of driveway Tel, 715-684-5291 REMOVE INSTALL 58' X 30" CMP INSTALL 36' X 16" CMP ' t SCALE 0 50' 100, 150' 1205 1200 1195 1190 1185 1180 1175 1170 1165 M � nn 1160: WITH END SECTIONS WITH END SECTIONS Hardwood Trees le 34 -37 L . — . Sta. 104+85 LT - property line Sta. 98+00 LT - Sectionline ti �; 12' X 240' +/- Temporary 10' X 410' +/- Temporary / �. Limited Easement 0,066 Acres +/-' Limited Easement 0.094 Acres + b o 0 50'Rw rl m EXISTING Note: Buried invisible dog+ S fence along row. COUNTY PROJECT NUMBER ISHEET NO. 70.08E1 (Reconstruction) 16 OF 36 PLAN AND PROFILE Note: 106+20 LT. Abandoned existing driveway Sta. 106+00 LT. Protect basement dram x pipe, located near old . driveway culvert. SLOPE INTERCEPT D ,m EXISTING CENTER �E ' EXISTING CENTERLINE v T-06 TR4ro/Y�T-'7-T-T-T--'�-T-T_T_'�_T� _T-Y-T-'�--T � -'a �. T-�T�-T�_��.7 '��.-.•T.. •. �T.-- G.�7�--T� jj , 7-1 to 0 m T 0 5 88'14 _m E P 25 N u + can ,-Z+ _.A q,, From west property line to sectionune 10' X 628' +/- Temporary Limited ---- Easement 0.144 acres +/ 9a4duin Dairy Inc. STA. 97+15 RT. NW —NE NO CMP REQUIRED EmeraidC WI.R54013 SEC. 14 Tel, 715-684-5430 Sta. 104+.55 K I — Last proper Ly nn c 10' X 290' +/- Temporary limited Easement 0.067 Acres +/7 1VGVlIV11. „.... will locate prior to 'Y 44 TNMP 101+90 RT. John H Cerberding Note: 107+30 CL Abandoned existing cattle pass STA. 101 +60 CL. INSTALL BALDWIN DAIRY REQUIRED 1982 CTY RD E SUPPLIED ONE DESIGNED Baldwin, WI. 54002 CONDUIT FOR MANURE LINE Tel. 715-688-2701 STA. 105+30 RT. NE —NE Relocate entrance in line with SEC. 14 private entrance on north side VPI STA 105+25 VPI EL = 1200.60 CURVE LEN = 550 Ft. 1205 K = 73.09 i J � 1200 cN i 1195 emovel Cattlel Pass X X w t U $ rp °f X VPI 0 VPI CURVE K STA = EL = 1173.00 LEN = 89.25 97+50 = 300 Ft. Imo- U U N XD to d 0) O tD tri 0) m_rn N r7 N * cD u7 rn_rn M n M cG to rnrn rn 0 n 00 u7 rnrn cD <- V7 0) O�CA cD 00 0 ONi c0 CA t!7 O� O� T N O O f\ O O00 O) 00 r r O 00 <D cD O d- 0 O C" Mn (�N N I+j f7 d h to d co 97+00 98+00 OD It '0 cL) 00 nn 99+00 N 'a r` O OO CO 00 100+00 � 00 101+00 t0 00 p OT aorn 102+00 a0 O OTOT OOi CV CV 0) 103+00 00 I'7 4 M 0) rn_rn 00 CV 04nf� O N M sf CV N 104+00 105+00 106+00 107+ 00 108+C 00 96+00 1190 \ �Jegx 1185 1180 11751' 1170 1165 r � - 71160 ? STA. 115+34 LT. SE —SE Baldwin Dairy Inc. TURN DCIX' 30 CMP ADD 10' X 30" CMP SEC. 11 ` 2 y RECONNECT END SECTIONS 2487 CTY RD G Emerald, WI. 54013 1 13� Tel. 715-684-5430 Q 17 i SW —SW Vriexe Fauna Inc. COUNTY PROJECT NUMBER ISHEET, NO. SEC. 1.2 2036 CTY RD E 70.08E1 (Reconstruction) 17 OF 36 Baldwin, WI. 54002 Tel. 715-684-3693 PLAN AND PROFILE CAUTION Note: Preserve and protect 4" PVC pipe that ends in existing 18" CMP. PI Sta .= 115+33.72 N 353988.11 `;-,•• ; ST+00 - 123+00 LT. A. 119 II s - f I = f E = 604536.59 10` X 400' Temporary Limited _ From west property line to STA. 113+00 LT. 10' X 574' Tem orar Limited Easement 0 e y ;I I I = o,v3'az.a•L �,: $` .Y .. hEasement 0.092 Acres +/— 33'F1 0.132 Acres +% i 1 l Z EXtSTIN , I 33'RWh ISTIN G p I ERCEPT ' SLO E NT NOTE. SAWCUT PAVEMENT 50' LT. MATCH EXISTING GRADE I 1 *y m EXISTING CENTERLINE SLOPE INTERCEPT — EXISTING CENTERLINE — T PE — T PED • O U O UU } T'_PE[ �T—PED �JJ// SLOPE INTERCEPT 33'RW ` = V'` Note: Sta. 107+40 — 1115+QO 33' RT NOTE: SAWCUT PAVEMENT 50' RT. o EXISTING 33'RW SLOPE INTERCEPT Good fence to be relocated by owner MATCH EXISTING GRADE i U I; EXISTING 48'RW „ A PROPOSED rn From west property line to east property line. t� t 15' X 780' Permanent Limited Easement V 0.269 Acres SCALE 0 50' 100, 150' 11 55 (✓ STA. 120+60 STA. 115+34 RT. NOTE: UTILITIES NOT SHOWN Yrieze Farina Inc. REMOVE EXISTING " CMP ST Tammy J Degraw A. RT. 24 994 200th St. REMOVE EXISTING CMP ON PLANS REMOVE EXISTING 24" CMP NO CMPP REQUIRED Baldwin, WI. 54002 INSTALL 50' X 30" CMP AUTION FIELD LOCATE PRIOR TO NW —NW Baldwin, CTY RD E INSTALL 52' X ION30" CMP WITH END SECTIONS Baldwin, WI. 54002 WITH END SECTIONS Tel. 651-248-5682 CONSTRUCTION SEC. 13 Tel. 715-684-3693 INSTALL AT THE LOCATION NE —NE OF THE EXISTING 24" SEC. 14 BED PIPE ON 12" OF CRUSHED AGGREGATE AND BACKFILL WITH NATIVE MATERIAL 1190 1185 -AL S m -. o n w 1180 \ U PROPOSED CENTERLINE $ 8 m 1175 \ N n EXISTING ENTERUNE N 1170_ 1165 . VPI STA = 115+00 VPI EL = 1165.52 1160 VPI STA 113+50 VPI EL = 1167.90 CURVE LEN = 300 Ft. K = 126.21 1155 0 ^ ^ tD 00 !17 to OO 1\ c0 d Qy 1" 00 n O� N •d I� Of O r7 0 O ih � N � tf1 N to 0 OI r- ri N O O Oi 00 ao n to !` t6 tv to t0 t0 to to 0000 ao r n n t; t` r` to co �� c0 1150�� ...� -0.73K VPI STA = 117+50 VPI EL = 1162.00 N M n cD U) N O t\ t�0 tM0 tNo tN0 io c0 VPI STA = 119+00 VPI EL = 1160.90 � t00 -0.02X 1190 1185 1180 1175 1170 1165 1160 ( j 30" MP LJ 1155 N Iqn nto Ul)n �O a�D O O GOON 00 (0o coo too Co0 c(00 c(00 to to to��1150 co to 101 r SLOPE Vrieze Farms Inc. 2036 CTY RD E Baldwin, WI, 54002 Tel. 715-684-3693 NG CENTERLINE NOTE: UTILITIES NOT SHOWN ON PLANS CAUT'ox FIELD LOCATE PRIOR TO CONSTRUCTION r a STA. 130+67 Lt. REMOVE EXISTING CMP INSTALL 26' X 18" CMP WITH END SECTIONS —14`89'41'48.6' E + + o s_Y�1 0 —"_ � .. oJ. 2523.89 FT 0 0 00 0 0 -u o 0 M T -PED _ SE —SW Vrieze Farms Inc. SEC. 12 2036 CTY RD E Baldwin, WI. 54002 Tel. 715-684-3693 m r- —PED + z \ ti SLOPE INTERCEPT N 33'RW Li EXISTING f �j EXISTING CD O ie Clayton H & STA. 132+20 Rt. Carol Platson Vrieze Farms Inc. NO CMP REQUIRED Vrieze Farina Inc. SCALE 2036 CTY RD E 2036 CTY RD E 2017 CTY RD E Baldwin, WI. 54002 Baldwin, WI, 54002 Baldwin, M. 54002 NW —NW Tel. 715-684-3693 Tel. 715-684-3693 Tel. 715-684-2443 SEC. 13 0 50' 100, 150' VPI STA = 123+50 VPI EL = 1160.80 1165 _—_— KURV 157.89= 400 Ft. 1160 1155 1150 ';Sex COUNTY PROJECT NUMBER ISHEET NO. 70.08E1 (Reconstruction) 18 OF 36 STA 132+65 Lt. PLAN AND PROFILE NO CMP REQUIRED I� 10 r m Note: Grade back slope to provide EXISTING CENTERLINE mowable maintenance EXISTING SLOPE INTERCEPT —7 F--] u w m + -oo A + O D o SLOPE INTERCEPT 33' RW EXISTING STA. 132+20 CL 45' Skew RHF Extend North end of 60" arch pipe with 8' of 50" x 70" CMP and reconnect and section and cleanout drainage swale 200' south of culvert. Contact land owner proir to excavating. NE —NW SEC. 13 1165 1160' 1155 1150 1145 VPI STA VPI EL = 128+00 = 1149.30 1145 -- E ISTING CE ERLINE VPI STA 131+00 —"� — 1140 6 ' Arch CMP "�-- _D,sox 1140 VPI EL = 1143.90 _ VPI STA = 136+00 11351 1135 VPI EL = 1137.90 1130 1130 1125 unin O 0 1120: u OO tG o OO o to 0) to o = 0 0) OD00 o to N MO P,n to to 0)00 WtC Ln ul 0)0 tD u) u) u) � d' W) 44 V) to — o to __ � to __ M� � . ,, � . ,., t ^ ..., O �0 r ,:nlnn � t%1 t nn 132+00 0 133+00 O __ 0�00 134+00 ^ M O1125 0) 135+00 . Go I"Mn 136+00 d' rM MMO�D 137+00 11 20 LarryRosalSan SW -SE COUNTY PROJECT NUMBER SHEET NO. SE —SW Baldwin Dairy Inc. NOTE: UTILITIES NOT SHOWN SEC. 12 ON PLANS apuxtoN 2s ti 12 Leatrud 1016 HWY 63 CL. SEC. 12 70.08E1 (Reconstruction) 19 OF 36 2487 CTY RD G FIELD LOCATE PRIOR TO Emerold, WI, W13 CONSTRUCTION 13 17 Baldwin, WI. 54002 Tel. 715-684-2086 INSTALL STA. 146+55 REMOVE EXISTING CMP 52' X 24" CMP p AND PROFILE Tel. 715-684-5430 STA. 138+40 Lt. PRESERVE EXISTING CMP11 WITH END SECTIONS 1� 4' R-7- 'Note: Grade back slope to m provide mowable maintenance ::I- PI sta =tat+57.6t ? 33'RW ,, EXISTING N = 3540ozoo m m E = 607160.a5 �` EXISTING CENTERLINE EXISTING SLOPE INTERCEPT SLOPE'-L� EXISTING CENTERLINE t = 0oro2'26.0'R T—PEgN cc } 0 0 f f I I U + i, 71 Y z rh Note: Sta. 141+65 Rt. T-PECK ' Y / ' ' ' ` ' j " ' ' ' ` ' -Z Note: Sta. 145+30 Eliminate existn Rt. field entrance 33 RW SLOPE INTERCEPT Eliminate existng field entrance �+ z INTERCEPT sue. 33'RW r EXISTING EXISTING m Preserve Plne Trees South of ROW 4„- M2 m Note: Grade back sloe to P Sta, 147+00-151+85 33' Rt. J� Z provide mowable maintenance E p Old abandon fence - Z . Z m'm r o� Rom. NE —NW John H Vr£eze SEC. 13 STA. 137+05 CL. 987 tooth St. STA. 1421-95 Rt. Stanley & Susan SCALE REMOVE EXISTING CMP Baldwin, WI. 54002 NO CMP REQUIRED Causman INSTALL 52' X 30" CMP Vr£eze Farina Inc. Tel. 715-684-3693 WITH END SECTIONS 1050 HWY 63 NW —NE 2036 CTY RD E Baldwin, WI. 54002 SEC. 13 p 50' 100' 150' STA. 137+70 Rt. Baldwin, WI. 54002 Tel. 715-684-2166 NO CMP REQUIRED Tel. 715-684-3693 1155 1155 1150 1150 1145 1145 1140 1140 STA = 141+50 VPI -0.a0X VPI EL = 1136.50 -0.27X -o.04X — -0. fox 0.39X 1135 VPI STA = 139+00 1135 -o.tt;X — -- 0' CMP VPI STA = 137+50 VPI EL = 1136.60 VPI STA = 144+50 VPI STA = 149+00 VPI EL = 1137. (STING C NTERUNE VPI EL = 1135.30 , 24 C P VPI EL = 1134.50 1130 1130 1125 1125 1120 1120 1115 1115 O Ot t` st O M .- n 00 00 00 O M cD n cp � tl) N .- to N O N � 7 0 O Ot M 00 h it1 � 00 M 00 N ct7 O r7 to 00 OR N 00 r tD � t� 0 0000 04 N d MM n h pnt2 t0 (0 Mt2 t0 t0 Mtn W t0 nK) CD c0 MM C0 (D Co ui V) to V) to tri It � d nn t72 •- 1* Mt2 �' d' 44 4 -i MM MM t7M N � �.= �� =� �� =1110 1110�� 136+00 137+00 = �� 138+00 r� 139+00 : 140+00 - r� 141 =� +00 142+00 �� 143+00 �� 144+00 �� 145+00 146+00 147+00 148+00 149+00 150+00 151 +00 Larry Sangort & SW —SE Rosalie A. Lestrud SEC. 12 1016 HWY 63 Baldwin, WI. 54-002 Tel. 715-684-2086 a EXISTING z .. SLOPE INTERCEPT EXISTING CENTERUNE NOTE: UTILITIES NOT SHOWN ON PLANS La Sandfort & CaMON wry FIELD LOCATE PRIOR TO Rosalie A. Lestrud CONSTRUCTION 1016 HWY 63 Baldwin, WI. 54002 Tel. 715-684-2086 _ T—PED SE —SE SEC. 12 INTERC PCENTERLINE SLOPE EXISTING COUNTY PROJECT NUMBER SHEET NO. 70.08E1 (Reconstruction) 20 OF 36 PLAN AND PROFILE 41.25'RW EXISTING _ . 0 $ o ,m + 0 $ 2s2sss F r g g i P/ 7S't SLOPE INTERCEPT33'RW SLOPE INTERCEPT 33'RWEXISTING 152+50-166+30 33' Rt, oclsnNGa, St,152+50-166+30 Good Fence 33'`R-t Good Fence ` sx Stanley & Susan NW -NE Gausman SCALE SEC. 3 Stanley & Susan HWY 63 Gauaman NE —NE 1050 Baldwin, WI. 54002 1050 HWY 63 SEC. 13 Tel. 715-684-2166 Baldwin, WI. 54002 0 50' 100' 150' Tel. 715-684-2166 1155 1155 1150 1150 VPI STA = 163+00 VPI EL = 1143.20 _ 1145 1145 o.4 % 1140 POSED CENTERLINf 1140 vPRC 0.7-7x '- 8 `� -_— Xo rn n VPI STA = 160+00 0.39% -- VPI EL = 1140.10 „ 1135 1135 17 VPI STA = 156+50 u - a a- VPI EL = 1137.40 in EXI TING CENT RUNE g g x i 130 _ 1 1130 1125 1125 1120 1120 1115 1115 cof\ toO Mtn NM d 0)0) cDN McD O� M^ M h 1� r� � Nn t(OM t�t19 O� M I�� QD <D 00 O M tt tD 00 N N t0 N In 0 t�(0 t`n 0000 .- p MM �M �Q . dN� �� d to It tt7d M M M M M M (6Ui cptn M M M M (6(6 M M M M M M M M �� - �� r- r T� 1110 1110-- �� =� 154+00 �� - 155+00 156+00 157+00 158+00 159+00 160+00 161 +00 1621-00 163+00 164+00 165+00 150+00 151 +00 152+00 153+00 ��- COUNTY PROJECT NUMBER SHEET N0. 70.08E1 (Reconstruction) 21 OF 36 ' Lard/ Sandfort 8c Rosalie A. Lestrud STA 67 F� PLAN AND PROFILE 1016 HWY 63 � Baldwin, M. 54002 SE —SE END PROJECT Tel. 715-684-2086 SEC. 12 NOTE: SAWCUT PAVEMENT MATCH EXISTING GRADE EOP = 167+83.30 N 354014.03 E = 50978611 4125' RW * EXISTING Rom 'EXISTING C94TERL.INE SLOPE INTERCEPT T—PED �. ro R� Cb T * 3 4 SLOPE INTERCEPT STA, 167+09 LT. RT. 33' W Preserve and protect , ' ING existing CMPWill :.. } 3 's i i NOTE: UTILITIES NOT SHOWN Stanley & Susan STA. 164+60 Rt. caulzox ON PLANS FIELD LOCATE PRIOR TO SCALE Gaus►rtan NO CMP REQUIRED CONSTRUCTION 63 l"WI 54 002 NE -NE Baldwin, 0 50' 100, 150' Tel, 715-684-2166 SEC. 13 1160 1160 1155 I STA. 167+00 1 1155 o 1 s END PROJECT VPI STA 165+00 ° 8 NOTE: SAWCUT PAVEMENT 1150 1150 VPI CURVE EL = 114-4.10 LEN - 200 Ft.--- , .$ r ° MATCH EXISTING GRADE 3 W W 1145 1145 _ 1 140 1140 o _ In 8 1135 0 1135 �n w ix x rj 1130 1130 1125 1125 1120 1120 tu')0 M R LLN7 in o N �_ �_ 1115 1115�� 164+00 �� 165+00 �� : 1664-00 167+00 168+00 169+00 170+00 171 +00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00