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Home My WebLink About2006 70-06G1.pdfINDEX OF SHEETS SHEET NO. 1 TITLE SHEET NO. 2 STANDARD ABBREVIATIONS AND DETAILS SHEET NO. - ESTIMATES OF QUANTITIES SHEET NO. 3-4 MISCELLANEOUS QUANTITIES, TYPICAL SECTION SHEET NO. - EROSION CONTROL PLAN SHEET NO. 5-13 PLAN AND PROFILE SHEET NO. - STANDARD DETAIL DRAWINGS SHEET NO. - SIGN PLATES SHEET NO. - STRUCTURE PLANS SHEET NO. - COMPUTER EARTHWORKS DATA SHEET NO. 14-27 CROSS SECTIONS TOTAL SHEETS = 27 DESIGN DESIGNATI❑N A.D.T. 2000 = 3190 A.D.T. 2020 = 5200 D.H.V. 2020 = 630 D. = 50/50 T.(% OF A.D.T.) = 30% V. = 55 MPH ESAL. = 4.5 r)il. C❑NVENTI❑NAL SIGNS BEGIN PROJECT STA. 10+12 COUNTY LINE COMBUSTIBLE FLUIDS (UNDER PRESSURE) CAUTION CORPORATE LIMITS UNDER GROUND UTILITIES PROPERTY LINE GAS G ELECTRIC E LOT LINE — — TELEPHONE T LIMITED HIGHWAY EASEMENT SERVICE PEDESTAL EXISTING RIGHT OF WAY _ _ CABLE MARKER NEW RIGHT OF WAY POWER POLE TELEPHONE REFERENCE LINE SLOPE INTERCEPT RAILROADS ORIGINAL GROUND PROFILE �' MARSH ''i` 2 11 EXISTING ROADWAY OR PRIVATE ENT. — — — WOODED AREA CULVERT IN PLACE I RIGHT-OF-WAY f MARKERS CULVERT REQUIRED O CULVERT REQUIRED PROFILE O ❑ OVER HEAD LINES O.H. FENCE LINE X X(— ST. CROIX COUNTY HIGHWAY DEPARTMENT PLAN OF PROPOSED IMPROVEMENT CTH A - ERIN CORNER (CTH "A" TO STH 65) C.T.H. G ST. CROIX COUNTY COUNTY PROJECT NUMBER 70.06G 1 L oueen � Monta6 & 40 Z i s, 1 160 37 r 4� ISa r c c •» 80 vid m O � I F.VIi m � a L_ &folic 170 16 R-18—W 40mIFunILLC 401 102 C- 6 I '"adyne stork Mix Inc a Doris erne Tammec )oLn & LLC i Mur 234Irab ,o ao� r� 174 ,! �eonc�e� G Loren James,Thomas a Leverty Derrick 68° & Gail = 67 ` JR L Williams IV O 70 -23 L Williams Richard 148 - Ll soL12 36 20 SlGillis I . LAY OUT GRAPHIC SCALE 0 2000 4000 ( IN FEET ) TOTAL NET LENGTH OF CENTERLINE = 1.643 MI. PROJECT DESCRIPTION INUMBERISHEEI 27 CTH "G" FROM CTH "A" TO STH "65" CONSTRUCTION PROJECT NUMBER 70.06G1 YEAR OF CONSTRUCTION 2005 END PROJECT STA. 113+00 T-30-N COORDINATES ON THIS PLAN ARE REFERENCED TO ST. CROIX COUNTY COORDINATES SYSTEM �R RECEIVED t 'JAN 20 2005 ST CROIX COUNTY HIGHWAY Off: ACCEPTED FOR ST. "ROIX COUNTY DATE RICHARD KING (HIGHWAY CHAIRMAN) DATE TIM RAMBERG (HIGHWAY COMMISSIONER) ORIGINAL PLANS PREPARED BY ST. CROIX COUNTY HIGHWAY DEPT. DATE SIGNATURE ST. CROIX COUNTY HIGHWAY DEPARTMENT REVISION DATE PREPARED BY SURVEYOR FRAN RI FSKACFK RI j DESIGNER JEFFREY S DURKEE F E DRAFTED BY TURD A. RFHNFI T CHECKED BY TIM F,.MBERG COUi,iTY H:NY COMMISSIONER LIST OF STANDARD ABBREVIATIONS STANDARD DETAILS DRAWINGS GENERAL NOTES R. or RAD. ADJ. ADJUST R P AGG. AGGREGATE RL, RA AH. AHEAD R. P. ASPH. ASPHALT R.C.C.P.S.S. AVG. AVERAGE REQ'D. A.D.T. AVERAGE DAILY TRAFFIC REF. BEG. BEGIN RECONST. B•A BEGIN ABRUPT RT. BK. BACK R/W B/W BACK OF SIDEWALK RD. BIT. BITUMINOUS SAN. C B. CONTROL CABINET SW C, C, C/L CENTER LINE S. C.E. COMMERCIAL ENTRANCE S.B. 6 CENTRAL ANGLE OR DELTA Sg CONC. CONCRETE S.F. or SO. FT. CONST. CONSTRUCTION S.Y. or SQ. YD. CO. COUNTY ST. C.T.H. COUNTY TRUNK HIGHWAY S.D.D. C.Y. or CU. YD. CUBIC YARD STH C.P. CULVERT PIPE STA. D. DEGREE OF CURVE SS E.A. END ABRUPT S.E. EA. EACH T. E. EAST OR EAST PROJECT COORDINATE T.C.P. E. ELECTRICAL LINE T.P. E.B. EASTBOUND T.L.E. EBS. EXCAVATION BELOW SUBGRADE TN. ELEC. ELECTRICAL EL. or ELEV. ELEVATION UNCL. UNC E.P. ELECTRICAL POLE U.S.G.S. EXIST. EXISTING USH F.E. FIELD ENTRANCE VAR. F/W FRONT OF SIDEWALK V.C. FT. FOOT VERT. G. GAS V.P.C. G.V. GAS VALVE V.P.I. HOR. HORIZONTAL V.P.T. HYD• FIRE HYDRANT W INL. INLET W I.D. INSIDE DIAMETER W. B. INV. INVERT (ELEVATION) W.V. 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 M/L 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.1. POINT OF INTERSECTION P.T. POINT OF TANGENCY QTY. QUANTITY RADIUS RADIUS POINT REFERENCE LINE REFERENCE POINT REINFORCED CONCRETE CULVERT PIPE, STORM REQUIRED REFERENCE LINE RECONSTRUCTION RIGHT RIGHT-OF-WAY ROAD SANITARY SEWER SIDEWALK OF SOUTHWEST SOUTH SOUTHBOUND SIGNAL BASE SQUARE FEET SQUARE YARD STREET STANDARD DETAIL DRAWINGS STATE TRUNK HIGHWAY STATION STORM SEWER SUPERELEVATION OR SOUTHEAST TANGENT OR TELEPHONE LINE TEMPORARY CONSTRUCTION PERMIT TELEPHONE POLE TEMPORARY LIMITED EASEMENT TOWN TYPICAL UNCLASSIFIED EXCAVATION UNITED STATES GEOLOGICAL SURVEY U.S. HIGHWAY VARIABLE VERTICAL CURVE (LENGHT) VERTICAL VERTICAL POINT OF CURVATURE VERTICAL POINT OF INTERSECTION VERTICAL POINT OF TANGENCY PAGE DESCRIPTION S.D.D. 15 C 8-7a PAVEMENT MARKINGS (MAINLINE) S.D.D. 15 C 8-7b PAVEMENT MARKINGS (INTERSECTIONS) S.D.D. 15 C 12-2 TRAFFIC CONTROL FOR LANE CLOSURE (SUITABLE FOR MOVING OPERATIONS) WATERMAIN R = 3' WEST (CURB & GUTTER WESTBOUND BY OTHER) WATER VALVE EXISTING PASSING LANE / o0 O° o° .�O 5 15' 16, 1° 00 L R = 57.5' 25' (CURB & GUTTER BY OTHER) EXTEND EXISTING TURN LANE REMOVE EXISTING ISLAND - R = 47.5' (CURB & GUTTER BY OTHER) off EXISTING CENTERLINE 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. GENMML NOTES DESIGNS MAY BE INTERCHANGEABLE IN COMBINATION OR SEPARATELY FOR ANY ONE COMPLETE INTERSECTION DEPENDING UPON INTERSECTION ANGLE AND SURFACING OF EACH APPROACH ROADWAY. SIDE ROAD SURFACING NOTE WHEN THE SIDE ROAD IS NOT PRESENTLY PAVED, PAVEMENT SHALL BE PLACED TO THE LIMITS SHOWN UNLESS ❑THERWISE 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. R = 2' (CURB & GUTTER BY OTHER) N w w ru W co PROPOSED CENTERLINE CTH "G" AND "A" INTERSECTION DETAIL Station Offset Table Point Number Station Offset 1Q 10+86.62 97.09' 10+33.74 32,26' 3 10+35.86 20.06' 4 10+64.13 19.12' 10+85.72 75.79' +Location shown with + sign CTH "G" RADII DIMENSIONS FOR TYPES 'Bl','B2','C' AND 'D' INTERSECTIONS Q Rl R2 65-70 35 70 71-80 40 70 81-90 40 60 91-100 50 55 101-110 60 45 7.68' 2' 16' 16' --12' 12' 3-� -- 0.02'/FT I I 0.02'/FT, 1 4" ASPHALTIC CONC. PAV'T. TYPE E10� EXISTING REFERRED TO ON PROFILE EXISTING GRANULAR SUBBASE TYPICAL FINISHED SECTION (MINOR RECONSTRUCTION TYPICAL) CTH "G" (STA. 12+50 - 35+38) (STA. 50+50 - 113+00) 20' MIN CLEAR ZONE 8' 4" TOPSOIL & MULCH 7.82' FERTILIZE & SEED F � T 3 MIN 6" VAGED TOPSOIL & MULCH SEED & FERTILIZER 2' CRUSHED AGG. BASE COARSE SHOULDERS 2 1 3.68' I FERTILIZE & SEED 1 _ 4' 1 FILL MATERIAL AS NEEDED IN FILL AREAS 8" CRUSHED AGG. BASE COARSE (WIDENING) 12" DEPTH GRANULAR SUBBASE PULVERIZED AND RELAYED EXISTING BASE AND SURFACE 16' 16' — _— 0.02'/FT ! 10.02'/FT — POINT REFERRED TO ON PROFILE 3•� NOR 2.1' 20' MIN CLEAR ZONE 7.82' 1 3.47' FERTILIZE & SEED 4.35' 1 4" TOPSOIL & MULCH 3; 1 4" ASPHALTIC CONIC, PAV'T. TYPE E10 6" CRUSHED AGG. BASE & 2" RECYCLE BIT. 2S•� MAk 12" DEPTH GRANULAR SUBBASE TYPICAL FINISHED SECTION (MAJOR RECONSTRUCTION TYPICAL) CTH "G" (STA. 10+25 - 12+50) VARIABLE 12' MIN. 24' MAX. 0 :02'/FT. 0.02'/FT. 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 DRIVES. TYPICAL SECTION FOR PRIVATE DRIVES AND FIELD ENTRANCES SEED & FERTILIZER SALVAGED TOPSOIL & MULCH STA. 138+00 - 204+00 MATERIAL YARDAGE SUMMARY 9,000 C.Y. UNCLASSIFIED (CUT MATERIAL) 5,500 C.Y. UNCLASSIFIED (FILL MATERIAL) 3,500 C.Y. WASTE 9,040 C.Y. GRANULAR SAND SANDLIFT 4,640 C.Y. CRUSHED AGG. BASE COURSE N.A. TON ASPHALTIC BIT. PAVEMENT CULVERT SCHEDULE STA.' LOCATION LENGTH/SIZE END WALLS 12+40 CL 52'X24" 2 REQ'D 21+65 CL 62'X18" 2 REQ'D 22+50 CL 60'X18" 2 REQ'D 22+95 RT 26'X18" 2 REQ'D 24+75 LT 26'X18" 2 REQ'D 52+40 CL 54'X24" 2 REQ'D 71+00 RT 26'X18" 2 REQ'D 94+00 LT 26'X18" 2 REQ'D 106+60 LT 26'X18" 2 REQ'D LOAD SPREAD (WIDENING) SAND B- LOAD- P€R- SIDE AGG. BASE 1 42 FT. PER 12YD. LOAD PER SIDE LOAD SPREAD (CONSTRUCTION) SAND 5.5 FT. PER 12YD. LOAD AGG. BASE 12 FT. PER 12YD. LOAD NOTE: EROSION CONTROL EROSION CONTROL MEASURES AND STRUCTURES REFERENCED IN THE PLAN AND PROFILE SHEETS REFER TO THE WISCONSIN COUNTY HIGHWAY ASSOCIATION'S "STANDARDIZED EROSION CONTROL REFERENCE PLAN" ON FILE WITH THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES. COUNTY PROJECT NUMBER ISHEET NO. 70.06131 3 OF 27 TYPICAL SECTIONS UTILITIES DIGGERS HOTLINE TELE. 1-800- 242-8511 FR❑NTIER COMMUNICATION -FIBER OPTIC 154 E. 2nd ST. P.D. BOX 446 NEW RICHMOND, WIS. 54017 TEL. (715) 243-7014 ATTN. TERRY DORR DAIRYLAND POWER COOP P.D. BOX 817 3200 EAST AVE. SOUTH LACROSSE, WI 54494 TEL. (608) 787-1367 ATTN. KURT CHILDS XCEL ENERGY-HUDSON OFFICE 1201 LIVINGSTONE ROAD HUDSON, WI 54016 TEL. (715) 3A ATTN. JAMIE HOLTE ST. CROIX ELECTRIC CO-OP 1925 RIDGEWAY ST. HAMMOND, WISC. 54015 TEL. (715)-796-7000 ATT. LARRY GILBERTSON ST. CROIX COUNTY HWY. DEPARTMENT P.O. BOX 108 1150 DAMS ST. HAMMOND, WIS. 54015 TEL. (715)-796-2227 ATTN. TIM RAMBERG. HWY. COMMISSIONER NOTES: 1.) UNCLASSIFIED FILL MATERIAL REPRESENTS TRUCK MEASURE ASSUMING A 30% FLUFF FACTOR. 2.) CRUSHED AGGREGATE BASE COARSE MATERIAL QUANTIY SHOWN ABOVE DOES NOT INCLUDE SHOULDERING MATERIAL, AS THAT PORTION OF THE WORK WILL BE PERFORMED UNDER A SEPERATE A.U.P. PROJECT. 3.) MILLING AND CRUSHING EXISTING PAVEMENT AND ASPHALTIC BITUMINOUS PAVING TO BE PERFORMED UNDER A SEPERATE A.U.P. PROJECT. 15' 60' Radius 700' 40' Radius 15' STA - 35+38 STA 42+93 12' 12' w w 12, 12' w 0 0 0 0 0 0 0 12' o0 3 12' o 12, 12, FOG LINE 12' FROM C/L 330' 150, 200' 15' 60' Rd>i'lu 0' Radius 8' WHITE (TYP.) _ 15' 15W RADII DIMENSIONS FOR TYPES 'Bl','B2','C' AND 'D' INTERSECTIONS Q RI R2 65-70 35 70 71-80 40 70 81-90 40 60 91-100 50 55 101-110 60 45 �S2Yr✓� r ` �r(v 200' 150' COUNTY PROJECT NUMBER SHEET NO. CTH "G" 70.06G1 4 OF 27 STANDARD ABBREVIATIONS AND DETAILS 8' YELLOW (TYP.) STA - 50+4 ti o 0 Q FOG LINE 12' FROM C/L 700' cn 8' WHITE (TYP.) FOG LINE 1' FROM EDGE OF BIT. (TYP.) w YELLOW (TYP.) DETAIL INDUSTRIAL ENTRANCE STA 35+38 — 50+48 (By Other THROUGH HIGHWAYi Q 12' \ IOW 3`— 40 150' 200' (TYPE Bl) W = SHOULDER WIDTH 60' J OR 5' MIN. GENEM NUS DESIGNS MAY BE INTERCHANGEABLE IN COMBINATION OR SEPARATELY FOR ANY ONE COMPLETE INTERSECTION DEPENDING UPON INTERSECTION ANGLE AND SURFACING OF EACH APPROACH ROADWAY. SIDE 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. THIS CONTROL LINE IS ESTABLISHED WHEN THE SIDE ROAD IS PRESENTLY PAVED, NEW PAVEMENT SHALL BE THIS CONTROL LINE IS ESTABLIS BY A TAPER EXTENDED FROM PLACED TO THE LIMITS OF DESIGN AS SHOWN AND BEYOND, IF NECESSARY, BY A 10:1 TAPER EXTENDED FROM THE BACK ❑F THE CURB END LOCATED FARTHEST FROM THE THROUGH HIGHWAY. TO MEET EXISTING PAVEMENT. THE THROUGH HIGHWAY. WHEN THE SIDE ROAD IS THE CONSTRUCTION PROJECT, THE INTERSECTION SURFACING SHALL BE THE SAME AS FOR THE PROJECT. m EXISTING SURFACE TYPE "C" INTERSECTION TYPE "B1" INTERSECTION THROUGH HIGHWAY p W 15' ITAPER 120th ST. AND CTH "G" 11671 f 15' 12, 12' I 100, 15' I !40' 01 12' (TYPE B1) 12' (TYPE 132) EXCEPT ON RESURFACING PROJECTS WHERE A 10' WIDTH MAY BE USED WHEN SPECIFIED IN THE CONTRACT OR DIRECTED BY ENGINEER. mEXISTING SURFACE i&l CIRCULAR 'v, �C-n'/— " 0o = 24'41'4 STA 10+12 SA CU PAVEMENT = 24"53,, 0" (,( / r = 85:69% SEE DETAIL P E/// fOF lL7 232.00 /� E = 15 / C = 160.7C E = 153Z M = 14.37 PI S t6= 11+54J6 � r10 SUPER RALPH J. AND PATRICIA A. REED PROPOAc.SED ROW I I 1112 CTH "G" NEW RICHMOND, WI. 54017 / CSM VOL 10 PG 2784 M STA 13+60 LT I % + EXISTING ASPHALT F.E. NO CHIP REQUIRED u SAWCUT 33'LT MATCH EX / P/P o P/P T-PED aI�LQPE INTERCEPTS n l� EO ---.,- CTH C,— — STA. 10+75 RT REMOVE EXISTING 24" CP 2 E INTEF -RED -T�-T T T' —ABANDONED EXISTING DRIVEWAYS �" G STA. 1 1 +20 RT REMOVE EXISTING 18" CMP STA. 12+40 C!/,L REPLACE WITH 5L X24" CMP WITH END SECTIONS AT CL ANNASTACIA ANDx - GREGOR Y JORGENSEN 1496 111TH ST. NEW RICHMOND, WI. 54017 SCALE 985 0 50' 100, 150' 980 o '? 975 8 " �+ m 970 m 965 \\ o O + � 960 a N JJ" W 955 (L 0 m a m m 950 J EXISTING MICHAEL C. ALTON HEATHER L. PARENT 1122 CTH "G" NEW RICHMOND, WI. 54017 _CSM VOL 10 PG 2784 WILLIAM AND WENDY BECKER 1118 CTH "G" NEW RICHMOND, WI. 54017 cSM Pc 278a _— �o I TAMMEC, LLC 2025 CENTRE POINTE BLVD MENDOTA HEIGHTS, MN 55120 STA. 22+35 CL COUNTY PROJECT NUMBER SHEET NO. CTH V (70.06G1) 5 OF 27 I PLAN AND PROFILE SE -SW SEC. 16 REMOVE EXISTING 18 CMP STA 18+05 LT ECMP 3 LT STA. 22+50 CL EXISTING ASPHALT P.E. PHALT P.E. REPLACE WITH 60'X18" CMP NO CMP REQUIRED QUIRED G WITH END SECTIONS SAWCUT 33'LT MATCH EX. LT MATCH EX., P/P T-PED P/P 1 " �+ P/P - _P/ I a T 7 EXISTING CENTERLINE 5o wRwR (SEA MONICA J. NUSSER AND c ANOTORIE E. KAPPOS 9 1497 111TH ST. NEW RICHMOND, WI. 54017 �860Mi wDE!!IG NW-NW�syti STA 12+50 SAWCUT PAVEMENT SEC. 21 a�,c wW NOTE: OLD AND ABANDONED FENCES TO BE REMOVED AND DISPOSED OF AT THE DISCRETION OF THE HIGHWAY DEPARTMENT do O O 7'. - LT - _ _ _T_T- PROPOSED ROW fRUCT B1 INTERSECTION ELEC/PED T- E a P.017 Ac. SHEET 4 FOR DETAIL) STA. 21 +94 CL ELEC/(fib' REMOVE EXISTING 18" CMP c STA.}1:a2+95 RT STA. 21+65 REPLACE WITH 62 Q REMME EXISTING P.E RELOCATE 200' SOUTH ON 112th ST WITH END SECTIONS ONS"CMP �'7' "1 REPLACE WITH 26'X18" CMP - WITH END SECTIONS R BERT R. JOHNSON SCOTT AND I JESSICA COOLIDGE 1133 CTH "G" MATCHLINE 100'RT NEW RICHMOND, WI. 54017 1498 112TH ST. NEW RICHMOND, WI. 54017 NE -NW SEC. 21 NOTE: UTILITIES NOT SHOWN ON PLANS CAUTION FIELD LOCATE PRIOR TO CONSTRUCTION e BENCHMARKS NO. I STATION I DESCRIPTION ELEV. 1 22+04 33' RT PROPERTY IRON 965.91 '1 , I � � I � � � � � � � I-- 1 0.1 a ---- 1 >A `l) V' LgM4 $M 4� I� Q^ w Rol-. �S gO ui ^4 d1 w 4- cn 61 rt` cO Obi on c0 ^Q w $� cD �� c0 �^ c0 m �O cD m O , L 0) O I� ^Q m P � �� r� �L m 4N I� 0) I �c0 I� C7 r'`— f� AQ^ m w �I� I� ^Q C0 w 4(V h 0) 2,- I� A 6) QCV I� V m �tD I� � 96 �O h m � I� 6�i � t!T Ih Q) O I� 0 h �I- I� O) h 0) a0 co 9) t� a0 940 22+00 23+00 2 STA 24+75 LT EXISTING AGG. F.E. REMOVE EXISTING CMP REPLACE WITH 26'X18° WITH END SECTIONS 33'RW MATCH EX. 33' LT F /P F-x- xx -T_{-T__j-'jD_T_ STA 25+25 RT EXISTING AGO. P.E. SALVAGE EXISTING CMP MATCH EX. 33' LT ROBERT R. JOHNSON 1133 CTH "G" NEW RICHMOND, WI. 54017 SCALE 0 50' 100, 150' SE -SW SEC. 16 TAMMEC, LLC 2025 CENTRE POINTE BLVD. MENDOTA HEIGHTS, MN 55120 P/P P/P J N O O —Tt --T —T=T=T T—T =T—T T—T = T �+,-T T TVJ T_ T—T—T T—T- i [EXISTING 29+45 RT AGG. P.E. 50 7RW VAGE EXISTING CMP CH EX. 33' LT G AND J MIDWEST AG. INC. GARY D. AND H W. 8rW sT JILL R. TURNIPSPEED NEW RICHMOND, WI. 54017 COUNTY PROJECT NUMBER SHEET NO. CTH "G" (70.06G1) 6 OF 27 PLAN AND PROFILE JOHN J. AND SW -SE MARY KELLY SEC. 16 1156 CTH "G" NEW RICHMOND, WI. 54017 PI St. = 35+14.69 STA 37+45 LT N = 38 264.72 EXISTING ASPHALT P.E. E = 55 4865,97 REMOVE EXISTING CMP I = 00'2'43"R REPLACE WITH 26'X18" SLOPE INTERCEPTS P/P WITH END SECTIONS MATCH EX. 33' LT T-PED P/P ——X—x—..._ —X X \ X---X--X EOS�— N EXISTING CENTERLINE_ 24'. DCISTING. _EOS--�— =7 —T—T=T—T—T—T—T T T—T— SLOPE INTERCEPTS PINE MEADOWS GOLF INC. 1141 CTH "G" NEW RICHMOND, WI. 54017 1141 CTH "G" NEW RICHMOND, WI. 54017 NE -NW SEC. 21 NOTE: OLD AND ABANDONED FENCES TO BE NOTE: UTILITIES NOT SHOWN REMOVED AND DISPOSED OF AT THE CAUTION ON PLANS DISCRETION OF THE HIGHWAY DEPARTMENT FIELD LOCATE PRIOR TO CONSTRUCTION EXISTING �I (BY OTHER) . SAWCUT PAVEMENT SEE DETAIL PAGE 4 OF 27 PINE MEADOWS GOLF INC. 1141 CTH "G" NEW RICHMOND, WI. 54017 NW -NE SEC. 21 BENCHMARKS N0. STATION DESCRIPTION ELEV. 2 35+14 CL-CL SECTION CORNER AT (E 971.54 �d- 945 rn 00 rn "' �o rn rl� 05 �"' rn �"') d- oo rn "' 8"' rn eN cD m to r rn g� 13,-o tpL ro d-t� - a rn m rn "� Di rn CD Oi rn M D rn r 7 iN o rn N o � rn N o rn rn O p 1 rn co p00c2 o rn rn ^ rn bi b ^ a) ^ rn r- rn rn 945 JOHN J. AND MARY KELLY 1156 CTH "G" NEW RICHMOND, WI. 54017 STA 37+45 LT EXISTING ASPHALT P.E. REMOVE EXISTING CMP REPLACE WITH 26'X18" WITH END SECTIONS 33'RW MATCH EX. 33' LT T PED SW —SE SEC. 16 200' Radiu MINIMUM 100' PERPENDICULAR TO CTH "G" 30" Type J Curb &Gutter (Typ.) 40' Radius, /P P/P X X x -T T-PED i 12 PAVED 43 x 2' CRUSHED AGG. O O s �•� 0 r� 4' NW —NE SEC. 21 SCALE 0 50' 100' 150' •0'.• r �N - Curb JILDER Gutter (Typ.) 30" Type CEMSTONE READY —MIX INC. 2025 CENTRE. POINTE BLVD. MENDOTA HEIGHTS, MN 55120 SE —SE COUNTY PROJECT NUMBER SHEET NO. SEC. 16 CTH "G" (70.06G1) 7 OF 27 CEMSTONE READY —MIX INC. l " PLAN AND PROFILE 2025 CENTRE POINTE BLVD. i MENDOTA HEIGHTS, MN 55120 CEMSTONE READY —MIX INC. 2025 CENTRE POINTE BLVD. AENDOT,A HEIGHTS, MN 55120 OBUTE TE EXISTING ROAD 66'RW 60' Radius 12' PAVED PI o 4a+os o6 85'X24" CMP 2' CRUSHED AGG. SHOULDER N38 26991- E -561 5,3 fWITH END SECTIONS Iloo SLOPE INTERCEPTS P P -_ `� E03 e • W — t0 O N -fin-1 - =XT X 7 � XT X T—X T—X—T- EXISTING CENTERLINE 40' Radius T-PE — — — SLOPE INTERCEPTS STA. 43+90 & 47+60 RT (BY OTHER) U REMOVE. EXISTING F.E'S 1 $� 50+50 SAWCUT PAVEMENT STA 49+55 & 50+40 RT SEE DETAIL PAGE 3 OF X EXISTING AGG. P.E. (� wmtswm 110 CMP REQUIRED dt s AND BYPASS LANESMATCH EX. 50' RT N A�:OOROAtiCE UM DETA L SFEEET 4 OF 27 R USSELL W. & SIX X+48 TO Spy 50+50 O/l. LT & RT JEANETTE M. UTECHT 1454 120TH ST. NEW RICHMOND, WI. 54017 NE —NE SEC. 21 NOTE: OLD AND ABANDONED FENCES TO BE NOTE: UTILITIES NOT SHOWN REMOVED AND DISPOSED OF AT THE CAUTION ON PLANS DISCRETION OF THE HIGHWAY DEPARTMENT FIELD LOCATE PRIOR TO CONSTRUCTION NE BENCHMARKS NO. I STATION DESCRIPTION ELEV. 3 48+05 33' RT I IRONPIPE 983.11 VPI ST - 50+0 VPI EL 988.50 gt 1. 6% 92 = 1.44% CURVE LEN - 30 K - 96 75 -1.447 iteXle7 980 --- M 980 975 975 - 0.32X - - - - - - - - - - - ----- 970 -- --'-- _ m N to EXISTI G CENTERLINE 970 N M U + 965 0 U + U p $ — - 965 o 0 -- - 960 ..co 960 b 955 d' O OD rn O) rn N m M N rn n co rn Cp NN rn Lw N t17 �`l ^ rn O) ro ^�^ rn in t rn O O rn �7- O � rn IQ N (� cD � � O 0 h 0) N t� rn N CO co N 6T _ O M O "SS t\ .- ^ � O N O M co 6) r r7 www111 y� OD v d' tf) tf') OT r c0 00 I� 4-0 CO I� oo 6� 1� 6) p cD m to (D t0 O O c6 Lo N � o0 - p p - — � � � m rn rn rn of 955 CEMSTONE READY -MIX INC. 2025 CENTRE POINTE BLVD. 1 MENDOTA HEIGHTS, MIN 55120 < STA 54rl EXISTING NO CMP MATCH E 66'RW — --f — P/F�— ^ — T�/—/P SE -SE SEC. 16 ' _ N CTH "C" N� 0 o a o —--...—U —. _............... x T X T x TX TX1 xT--'T—T--T T--. P/P STA. 52+40 C/L REMOVE EXISTING CMP �wF REPLACE WITH 5QJ 2i�" CMP WITH END SECTIONS R USSELL ff. & JEANETTE M. UTECHT 1454 120TH ST. NEW RICHMOND. WI. 54017 1010 SCALE 0 50' 100, 150' 1005 i \ CONSTRUCTION TM In WT. I SAWCUT PAVEMENT BY OTHE \ SEE DETAIL PAGE 4 OF 27 ' \ I40' Radiu 30" Type J 0 RW — ----CudL-�E Gutter (Typ.) 33'RW 100' ......... -FOS�-- -- --- T 7 _T._—.T--.T- 1_ T�T T—T T—T—_ —i SLOPE INTERCEPTS NE -NE SEC. 21 sm 61+00 ooNSiRIJmm Tm C W. / SAWCUT PAVEMENT MATCH 100' RT SEE DETAIL PAGE 4 OF 27 SW -SW SEC. 15 TAMMEC, LLC 2025 CENTRE POINTE BLVD MENDOTA HEIGHTS, MN 55120 Radius onstruct Type B1 Intersection 13' PAV COUNTY PROJECT NUMBER SHEET NO. CTH "G" (70.06(31) 8 OF 27 PLAN AND PROFILE SLOPE SHED AGG. SHOULDER ao Kw 200' 150' PIP o 0 o c �T--T_—T—T—T—T—T T—T—T—T—T—T—T—T—r T-T- PI Sto = 61+01.26 N = 380274.10 EXISTING CENTERLINE E = 562452.53 1 = 00'15'31"R wj NOTE: OLD AND ABANDONED FENCES TO BE NOTE: UTILITIES NOT SHOWN REMOVED AND DISPOSED OF AT THE caaTlOx ON PLANS DISCRETION OF THE HIGHWAY DEPARTMENT FIELD LOCATE PRIOR TO CONSTRUCTION J I = -*+vu LA VPI EL 994.25 o 0 gt = 3 'R 9 m g2 .02% w CURVE I EN - 400. p K 11178 +— co n A < F --- A w O in Q PROPOSED CE TERLINE in O + n n M to n °' 1° VPI EL 982.00 A A « g1 - — .44% -CJIM A U 5N -CURVE - 200. (n ---- - -- THOMAS LEVERTY 1215 CTH "G" NEW RICHMOND, WI. 54017 NW -NW SEC. 22 BENCHMARKS NO. I STATION I DESCRIPTION ELEV. 1 61+00 CL — CL PK AT Ch 120th AND (� CTH "G" 994.49 MEN —0.29% 965 O 0 O p N L 0') r t)0 m V O V (fl o N m o m rn rn rn rn rn rn 0 rn 0 rn �rn 0 �rn �rn 0 � 0 rn 0 rn �rn 0 rn �rn rn 965 SW —SW SEC. 15 TAMMEC, LLC 2025 CENTRE POINTE BLVD. MENDOTA HEIGHTS, MN 55120 SE —SW SEC. 15 TAMMEC, LLC 2025 CENTRE POINTE BLVD. M-NDGTA EGHT COUNTY PROJECT NUMBER CTH "G" (70.06G1) PLAN AND PROFILE 9 OF 27 1 t H 1 S, MN 55120 SLOPE INTERCEPTS I PSTA RESERVE AND DO NOT DISTURB 45'RW ( EXISTING TWIN 46'X24" CMP WITH END SECTIONS P/P P/P P/P P/P — P/P P/P CTH ,.G» — — _ — — — —— ...............l I ...............................-................................... nn nn ......... — o o p _ — —T�—T—T—T—.�T—T_T— . — — — — — ....... T—T—T T—� — — —�� T--T T T--T—T—T T—T—T—T—T—T—T—T. . . �T— . . . . . . . . . . . . p/p T-PED T PEO EXISTING CENTERLINE THOMAS LEYERTY 1215 CTH "G" NEW RICHMOND, WI. 54017 SCALE 0 50' 100' 150' NW —NW SEC. 22 -0.29% PRO SLOPE INTERCEPTS— STA. 71 +00 RT EXISTING AGG. P.E. REMOVE EXISTING 18" CMP REPLACE WITH 26'X18" CMP WITH END SECTIONS AT CL MATCH EX. AT 33' RT. NOTE: OLD AND ABANDONED FENCES TO BE REMOVED AND DISPOSED OF AT THE DISCRETION OF THE HIGHWAY DEPARTMENT NOTE: UTILITIES NOT SHOWN ON PLANS CAUTION FIELD LOCATE PRIOR TO CONSTRUCTION THOMAS LEYERTY 1215 CTH "G" NEW RICHMOND, WI. 54017 NE —NW SEC. 22 BENCHMARKS NO. STATION DESCRIPTION ELEV. 5 61+00 � - PK AT � 120th AND � CTH "G" 994.49 -0.22X ----------------- m cn O N D Tm" -y-1 `O 1 N N + O 00 b + it o 0 u a 0 965 N Mi ° O b o 8- N r� o N �`1 o O ^ N �1 o 3 N }� o B t� N �`1 rn N o O r N o CO o -- CO sq o o N s o O o 00 s o � s� o c0 y1 ¢P o_ to QO AID N� o .yy V o N f� o O o O) 0 I\ jV� 0 Q Lc) V t o m r7 p f � N � N yy 3� m m N O S 0 M f� a) 965 Nlri SE -SW SEC. 15 TAMMEC, LLC 2025 CENTRE POINTE BLVD. MENDOTA HEIGHTS, MN 55120 45'RW P/P P/ .........�..�..�........�. ........ ..... .. ... . . W A O O O O C T-PED T THOMAS LEVERTY 1215 CTH "G" NEW RICHMOND, WI. 54017 SCALE 0 50' 100, 150' 1.16% COUNTY PROJECT NUMBER SHEET NO. CTH "G" (70.06G1) 10 OF 27 PLAN AND PROFILE TAMMEC, LLC L_ 2025 CENTRE POINTE BLVD. MENDOTA HEIGHTS, MN 55120 SW -SE STA 87+53 LT CSM VOL 3 PG 773 - - SEC. 15 EXISTING AGG. F.E. PRESERVE EXISTING CMP 70'RW PI Stc = 37+44.91 MATCH EX. 25' LT SLOPE INTERCEPTS N = 38027/372 E = 565096.13 — P/P..... ............... P/P P;P P/P _ EOS---�, ..................... — N W A EOS �- — ..�T.7— _T� T—y-T—T—T T—T—T—T—T—T—T— EXISTING CENTERLINE T—T--T—T—T—T—T—T T—T = SLOPE INTERCEPTS: STA 8G EXISTING ASPHALT F.F. ASP AL PRESERVE EXISTING CMP MATCH EX. 337 LT 75 RW \ LOREN AND I LOREN AND ROSE DERRICK ROSE DERRICK ROSEMARY KNUTSON NE -NW 1239 CTH "G" SEC. 22 NEW RICHMOND, WI. 54017 CSM VOL 7 PG 1904 - 1310 HWY "6 5 NEW RICHMOND, WI. 54017 NOTE: OLD AND ABANDONED FENCES TO BE NOTE: UTILITIES NOT SHOWN REMOVED AND DISPOSED OF AT THE CAUTION ON PLANS DISCRETION OF THE HIGHWAY DEPARTMENT FIELD LOCATE PRIOR TO CONSTRUCTION 41� r a 8 8 - 7� + � g EXISTI -` N rn w 1310 HWY "65" NEW RICHMOND, WI. 54017 NW -NE SEC. 22 BENCHMARKS NO. STATION DESCRIPTION ELEV. 6 8 7+44.900 CL PK AT CTH "G" 1005.16 VPIIWEN - 91+00 VPI1014.20 g17% g2 68% CU- 60( K -55 0 N O 1 10 985 N ' N co ro - 985 A W -4 + e 980 O p $ 980 cD �N O � I� 6) N �f- 00 n O to �' p� cD ^ h w Ol N�� m Q N * w ^� 4 w- CD gO 00 co � r O o n N O r` N o rM � D M w r` M N� o M � r` $� O gN �^ �O �. co $� O �^ wN N Q a� CD r. co CO 00 O0 sr 0 ° g ° I(" 0' °' °' •a, g o 90 o I 0 0 0 90 o $o so do r-oo �o .moo do do $ 0 0 975Srn rn rn rn rn rn 0 0 0 0 0 0 0 0 o s� s S o so 6 So So a� �975 rn r r =- I c- a- r c- r � r� r � r •- r � r• •- r •- r p r (D p N J Lrl Z TAMMEC, LLC Z o I al 2025 CENTRE POINTE BLVD. SW —SE MENDOTA HEIGHTS, MN CSM VOL 1 PG 55120 SEC. 15 rl w JI W = >I 93 _ -- - - - --- _ CRAIC AND STA 94+00 LT LUCILLE WARREN 70'RW C) z I EXISTING AGG. P.E. REMOVE EXISTING CMP REPLACE WITH 26�X18' STA 96+60 LT EXISTING AGG. P.E. 1506 127TH ST. NEW RICHMOND, WI 54017 WITH END SECTIONS PRESERVE EXISTING CMP CSM VOL t PG_93 MATCH EX. 33' LT MATCH EX, 33' LT 45'RW /P P/P P/P SLOPE INTERCEPTS P/P[4CTH — — — — O 'G"— —_�-- C O —' -- =EOS—,, J O • 7 4 T-T-T-T=T-T�T-T= — -. T _T =T—T—T—T— T-T= -� T—T—T T —T—T—T--T- COUNTY PROJECT NUMBER ISHEET NO. CTH "G" (70.06G1) 11 OF 27 STA 100+85 LT MELVIN AND SE —SE PLAN AND PROFILE E�I�TING ASPHALT ROAD DONNA KONRADY MATCH EX. 33' LT SEC. 15 1280 CTH '•G" NEW RICHMOND, WI. 54017 JAMES AND I -CSN V_OL 1 PG e_ KIM LEVERTY a -- V11 Q STA 103+85 LT t 288 CTH G" STA 106+60 LT EXISTING AGG. F.E. NEW RICHMOND, WI. 54017 EXISTING AGG. P.E. PRESERVE EXISTING CMP REMOVE EXISTING CMP MATCH EX. 33' LT REPLACE WITH ffIONS " y, WITH END SECTIONS i T-PED MATCH EX. 33' LT T-PED uk •7+w 7O EXEMPT FROM % I P/P LOREN AND LOREN AND JERALD AND LOREN AND ROSE DERRICK ROSE DERRICK TAMMY ROBINETTE ROSE DERRICK I I 1310 HWY "65" 1310 HWY "65" 1490 128TH ST 1370 HWY '65" NEW RICHMOND, WI. 54017 NEW RICHMOND, WI, 54017 NEW RICHMOND, WI. 54017 NEW RICHMOND, WL 54017 NW —NE SCALE 1015 0 50' 100, 150' P 9 M g SEC. 22 NOTE: OLD AND ABANDONEC FENCES TO BE REMOVED AND DISPOSED OF AT THE DISCRETION CF THE HIGHWAY DEPARTMENT STING P/P P/P O O � m c o 0 0 SLOPE INTERCEPTS EXISTING CENTERLINE C LOREN AND STA 106+15 RT EXISTING AGG. F.E. ROSE DERRICK REMOVE DRIVEWAY JAY AND DURING CONSTRUCTION MARIE CREMORE 1310 HWY "65" NEW RICHMOND, WI. 54017 2143 HUMMINGBIRD DR. APT. 2 DUBUOUE, IA 52002 NE —NE SEC. 22 NOTE: UTILITIES NOT SHOWN ON PLANS CAUTION FIELD LOCATE PRIOR TO CONSTRUCTION BENCHMARKS N0. STATION DESCRIPTION ELEV. 7 102+57 45' RT TOP OF IRONPIPE 986.84 10151 gI N 0 c0 a CO O N N cD O _� N V') r0 r• cp O N 1 I pQ2 pQt ^Q P CQ O) S M ^ d' O Fc-' r O) c\j�� O �O �c NCO Ln ��970�r SO QO .-� pO r.� �� O QO �� ,.� O �� QT1 O pO O - O pO QO O yV=�{ 0) Qt0 ^ pO� rn m rn Q� rn 6 rno rnrn s�c Arn ¢�0Oi �irn rn l rn OJ rn 00 rn � rn II 107+00 1 SE -SE SEC. 15 C) / N 00 / '_ N STA 109+05 LT STA 1 1 1 +45 LT EXISTING ASPHALT P.E. / z EXISTING AGG PE PRESERVE EXISTING CMP NO CMP REQUIRED MATCH EX. 33' LT / SLOPE I TERCEPT MATCH EX. 33 LT 45'RW / S P/P P/P _CTH ,C„ _�_ — _ _ — .... — — — — 0 0 0 0 0 SLOPE INTERCEPTS EXISTING CENTERLINE 4 W STA 1 1 1 +40 RT EXISTING AGG. P.E. JAY AND PRESERVE EXISTING CMP MARIE GREMORE MATCH EX. 33' LT 2143 HUMMINGBIRD DR. APT. 2 DUBUQUE, IA 52002 NE -NE SEC. 22 1005 SCALE 0 50' 100' 150' 1000 EOP = 114+10.20 1 = 380269.31 E = 567761.47 SLA 113+00 SAWCUT PAVEMENT NOTE: OLD AND ABANDONED FENCES TO BE NOTE: UTILITIES NOT SHOWN REMOVED AND DISPOSED OF AT THE CAUTION \ ON PLANS DISCRETION OF THE HIGHWAY DEPARTMENT `��Y �n��\ FIELD LOCATE PRIOR TO CONSTRUCTION PROPOSED CEN ERLINE �7.83X 1.65% _ --'--_ -- ---- 0.58x ____ 0.75% ___-- ---- o (A u) EXISTINGCENTERL NE m to N D + o N > r s ` oo N in ol N - — N} o u o N W N O O O toS P O O O W O W o� �� N o �� g�� !�� 8� Lo Ln m�� co � 0) F00 1ae+m 109+00 110+00 111+00 1124-W 113+00 114+0 COUNTY PROJECT NUMBER CTH "G" (70.06G1) PLAN AND PROFILE BENCHMARKS NO. STATION DESCRIPTION ELEV. 8 08+71 45' RT TOP OF IRONPIPE 979.45 12 OF 271