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Home My WebLink About2005 70.05T1.pdfIw INDEX OF SHEETS SHEET NO. 1 TITLE SHEET NO. - STANDARD ABBREVIATIONS AND DETAILS SHEET NO. - ESTIMATES OF QUANTITIES SHEET NO. 2 MISCELLANEOUS QUANTITIES, TYPICAL SECTION SUPERELEVATION PROFILES SHEET NO. 3 PLAN AND PROFILE SHEET NO. - STANDARD DETAIL DRAWINGS SHEET NO. - SIGN PLATES SHEET NO. - STRUCTURE PLANS SHEET NO. - COMPUTER EARTHWORKS DATA SHEET NO. 4-6 CROSS SECTIONS TOTAL SHEETS = 6 DESIGN DESIGNATI❑N STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION PLAN OF PROPOSED IMPROVEMENT STH 12 — CTH E CTH T KNOBCUT CTH "T" ST. CROIX COUNTY PROJECT DESCRIPTION I 1 1 6 COUNTY ROAD "T" KNOBCUT TO CTH E CONSTRUCTION PROJECT NUMBER 70.05T1 YEAR OF CONSTRUCTION 2005 STATE PROJECT NUMBER 70.05T 1 amass REctivEQ R-17-W 'FEB 14 2bb7 A.D.T. 2004 = 2000 • iF rvv I u vv i v ul o "r Jlt1. l tvrt Vv a'!tr Tz` � � A.D.T. 2024 = 2800 D.H.V. 2023 = 700 H A D. = 50/50 T.(% ❑F A.D.T.) = 7% V. = 55 MPH ESAL. _ ACCEPTED FOR � ST. CROIX COUNTY C❑NVENTI❑NAL SIGNS COUNTY LINE COMBUSTIBLE FLU (UNDER PRESSUI CORPORATE LIMITS ///////////// UNDER GROUND l PROPERTY LINE GAS ELECTRIC LOT LINE — TELEPHONE LIMITED HIGHWAY EASEMENT SERVICE PEDES EXISTING RIGHT OF WAY CABLE MARKER 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 O CULVERT REQUIRED PROFILE 0 OVER HEAD LINES FENCE LINE O.H. LAY OUT GRAPHIC SCALE 0 2000 4000 ( IN FEET ) TOTAL NET LENGTH OF CENTERLINE = 0.2083 MI. DATE RICHARD KING (HIGHWAY CHAIRMAN) DATE TIM RAMBERG (HIGHWAY COMMISSIONER) ❑RIGINAL PLANS PREPARED BY ST. CR❑IX COUNTY HIGHWAY DEPT DATE SIGNATURE ST. CROIX COUNTY HIGHWAY DEPARTMENT REVISION DATE PREPARED BY SURVEYOR FRAN BLESKACEK RLS DESIGNER JEFFREY S DURKEE P.E. DRAFTED BY TODD RFHNFIT CHECKED BY TIM RAMBERG COUNTY HWY COMMISSIONER 4" TOPSOIL, SEED & MULCH - NOTE: 2' MINIMUM DEPT OF DITCH UNLESS DETERMIED OTHERWISE BY ENGINEER 4" TOPSOIL, SEED & MULCH NOTE- DETERM NEDMINIMUM OTHERWISETFDITCH UNLESS BYENNG ENGINEER SALVAGED TOPSOIL & MULCH SEED & FERTILIZER EXISTING 66"RIGHT-OF-WAY 42' SUB GRADE �- 34' TOP OF SAND 30' TOP OF BASE COURSE 28' 3' I 11' �R.02'/�FT�.Q '3'0.02' FT.li I Q.04 4: 1 4" TOPSOIL, SEED &MULCH 3: 1 1 / / I POINT REFERRED TO ON PROFILE ?S'7 1 /2" ASPHALTIC CONC. PAV'T. TYPE E1 6" CRUSHED AGG. BASE LL E 12" DEPTH GRANULAR SUBBASE II I TYPICAL FINISHED SECTION 100th AVE TOWN OF HAMMOND EXISTING 66"GHT-OF-WAY CL 47.16' SUB GRADE 0.80' TOP OF SAN 37.6' TOP OF BASE COURSE 0,80' 1.60' 2,-1636' 16 22 3.18, 0.02'/FT. .04' 0.02' FT.� 1 3:1 4" TOPSOIL, SEED & MULCH POINT REFERRED TO ON PROFILE � S 3" ASPHALTIC CONC. PAV'T, TYPE E1 7tijgX 4" CRUSHED AGG. BASE & 2" RECYCLE 12" DEPTH GRANULAR SUBBASE l I TYPICAL FINISHED SECTION CTH "T" AND "E" (RECONSTRUCTION SECTION 129+00-140+00) VARIABLE 12' MIN. 24' MAX. �-- 2.1' 1FT. 0.02' /FT.0.02'/ 3: 1tJ2. 3: 7 SEED & FERTILIZER SALVAGED TOPSOIL & MULCH 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 TYPICAL SECTIONS ISHEET NO COUNTY PROT NUMBER 70.05T1 2 OF 6 JEC CTH "T" AND "E" KNOBCUT UTILITIES DIGGERS H❑TLINE TELE. 1-800-242-8511 CENTURYTEL 2426 CO. RD. M P.O. BOX 518 OSCEOLA, WI 54020 TEL. (715) 294-2463 ATTN. MICHAEL VANDENBOS ST. CROIX ELECTRIC CO-OP 1925 RIDGEWAY ST. HAMMOND, WIS. 54015 TELE (715)-796-7000 ATTN. L y NN XCEL ENERGYV-AMERY OFFICE 801 KELLER AVE. SOUTH AMERY, WI 54001 TEL. (715) 268-3227 ATTN. VICKI BREAULT NOTE: EROSION CONTROL EROSION CONTROL MEASURES AND STRUCTURES REFERENCED IN THE PLAN AND PROFILE SHEETS REFER TO THE WISCONSIN COUNTY HIGHWAY ASSOCIATION'S "STANDARDIZE EROSION CONTROL REFERENCE PLAN" ON FILE WITH THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES, WE ENERGY (WISCONSIN GAS CO.) 1921 8TH ST. SOUTH WISCONSIN RAPIDS, WI 54494 TEL. (715) 421-7259 ATTN. BILL GARSKI ST. CROIX COUNTY HWY. DEPARTMENT P.O. BOX 108 1150 DAVIS ST. HAMMOND, WIS. 54015 TEL. (715)-796-2227 HWY. COMMISSIONER ATTN. TIM E. RAMBERG, TOWN OF HAMMOND HAMMOND VILLAGE HALL HAMMOND, WIS. 54015 TEL. (715)-684-2731 ATTN. KENNTH PETERSON, CHAIRMAN BALDWIN TELECOM. INC. 930 MAPLE BALDWIN, WISC. 54002 TEL. (715)-684-3346 ATTN. KEN CARLSRUD MATERIAL YARDAGE SUMMARY 5,500 C.Y. RAW IN PLACE CuI VUL.Uiw� 5,000 C.Y. WASTE EXC. 2,800 C.Y. GRANULAR SAND LIFT_ 1,240 C.Y. CRUSHED AGG. BASEC.Y. CRUSHED AGG. BASE COURSE CULVERT SCHEDULE STA. LOCATION LENGTH/SIZE END WALLS 133+ 00 LT 26'X18" 2 REQ'D 136+55 CL 70'X24" 2 REQ'D 11 ERIC�G1 C D STA 131 +80 LT. JOSEPH E. & STA. 136+25 LT g EXISTING AGG. PRIVATE PAULE77E ANDERSON RELOCATE DRIVEWAY TO OLD M 15 15 ENTRANCE, NO CMP LOCATION 'X 1* C St. LOT 2 CSM — REQUIRED 1781 , WI 01 INSTALL 26SECTI CMP VOL, 14, PG. 3911 SEE SHEET 6 FOR HAMMOND, WI 54015 WITH END SECTIONS EASEMENT ATTACHED TO P.E. CONSTRUCTION WEINERT PROPERTY STA. 133+90 LT PROPERTY LOCATED WEST REMOVE EXISTING CMP I ERICH M. & NE —NE OF WEINERT PROPERTY I TLE 133+70 D DRIVEWAY. OBLITERATE TONYA WEINERT SEC. 16 TLE 131+29 TLE 131+95120' LT�DRIVEWAY TO 120' LT I 988 CTY RD T 140' LT 140' LT HAMMOND, WI 54015 TLE,134+10 J.4LC�M — BEGIN RECONSTRUCTION SLOPE INTERCEPT 120 LT PROP.ROW VOL, 6, PG. 1714 STA 129+00 SAWCUT PAVEMENT SOIRW CLASS I TYPE 1 ° 0.026 Ac.t c�` v T — -- -- -- -- EROSION MAT __ ---- — x4 '9' \ 1 — 1— —T—P, Mr "T" -- —�--- EXISTING CENTERLINE [� i SILT LOG \ v SLOPE INTERCEPT NW FARM MANAGEMENT CO. JEAN JACOBSON PO BOX 494 MARSHALL, MN 56258 CONSTRUCT TYPE "C" L INTERSECTION MATCH EXISTING 125' LT. O SEE SHEET 6 FOR DETAIL cb i STA. 136+55 LT. I eT REMOVE EXISTING CMP REPLACE WITH 70'X24" CMP '~ WITH END SECTIONS 1:1 PROP ROW J . 0.047 Ac. t CLASS I TYPE EROSION MAT, CTH "T" AND "E" KNOBCUT 1 3 OF 6 PLAN AND PROFILE DOROTHY SATHER 871 170th ST. HAMMOND, WI 54015 SE —SE SEC. 9 SILT FENCE --- Q SILT LOG 'RW v i 50 Rw PROP.ROW 1 L— PRORROW 54.60 STA 132+40 RT. MARYIN A. & 0.026 Ac.f 0.047 Ac.t 17 END RECONSTRUCTION EXISTING BIT. PRIVATE BRENDA L. BIRR ENTRANCE, NO CMP STA 140+00 SAWCUT PAVENFNT REQUIRED TLE 132+60 989 CTY RD T DOROTHY SATHER SEE SHEET 6 FOR HAMMOND, WI 54015 o P.E. CONSTRUCTION 100 RT y 871 170th ST. NW —NW HAMMOND, WI 54015 TLE 132+20 SEC. 15 I SW —SW 100' RT' SEC. 10 CONSTRUCT TYPE "B1" tai SILT LOG SCALE NOTE: UTILITIES NOT SHOWN INTERSECTION c -I, NOTE: OLD AND ABANDONED FENCES TO BE et�rox ON PLANS MATCH EXISTING 125' RT. I71 REMOVED AND DISPOSED OF AT THE FIELD LOCATE PRIOR TO SEE SHEET 6 FOR DETAIL 0 SO' 100' 150' DISCRETION OF THE ENGINEER CONSTRUCTION 75 VPI E1 � 11M.60 y1 76% q2 3.02% n�av� FW . 701 65 No. I STATION I DESCRIPTION I ELEV. 136+25 50' L 11 - 276=_ — 1a+r 1 PR POSED CENTERLINE n •+ r 8 Y N 8 t g 1 1 mix do Gi 1 i VPI i VPI 1TA = 139+ .1749. .00 r r 41 1 1 847X CUR LEN . 2 K = 150.38 r coN N• 2no �� M S17 d- boo r (D iii N n� D O) °p tD p N NO N Co mr7 00 � O a�0 t0 M N Nip 0) m r- tN t�D �� +FiN 00 00 nth m (� 0) (� Oi (� Oi 00 I� � cp � 4 � C4N O � N d CO I� di t7 lD cD 1:3 to tD V7 O (D b O O CD O (D O cD m tD C0 cp Co CD to w CD In u7 U� w 1130 1 3 1 00 134+00 O O^ A� +O �00 00 �00 oo n L to In M�YLO c0 O 0� M IJIi 45 9 70 00 60 00 EX- 50.00 OW 40 00 30 00 20 00 t 0 00 10 00 20 00 30 00 40 00 EX- 50.00 OW 60 00 70 00 80 00 70 00 60 00 EX- 50.00 OW 40 00 3000 20100 1000 10 00 20 00 30 00 40 00 EX- 50.00 OW 60 00 7000 I I - 4.45,116 .70 1170 7.74 11 7.46 1170 I I 134 1 4 ORIGINAL E =1168 36 D SIGN EL =1164. 5 1160 DESIGN I ILL AREA =0.00 UT AREA =218.7 I I I VC = 9.32 I 130 i -29. 0,1161. 7 - _ _ 28. 9,1162.3 I 130 - 5 .56,1174I 36 117.9 00 - _ y 3p 00 133 3� O 41.44 1169.65 1 3 ORIGINAL _ E =1166 12 I 00 I - - - - '5�p I 0 D SIGN EL =1163. 2 DESIGN E RTHWOR J 3+0 FILL AREA =0.93 I 0 IGINAL E =1169 69 UT AREA =95.0 I D SIGN E =1165. 1 VF = 4.07 VC = 85.65 DESIGN E RTHWOR ILL AREA =0.00 UT AREA =255.89 [(129 VF = 0.00 VC = 15.09 i 129 1125 00 Op 00 132 -39.1 ,1169.01 39.12,1 69.01 I 1 2 - 39.98,11 6.20 ORIGINAL EL =1163 15 41.70 1155.63 D SIGN E =1161. 8 1165 ILL AREA =33.6 ORIGINAL E =1169.36 I UT AREA =59.2 I ( D SIGN EL =1166. 4 VF = 2.34 =09.65 DESIGN EAR HWOR ILL AREA =0.00 UT ARE=222.53 0.00 - VC = 99.68 i 128 128 __ +} - -) -29.36, 165.06 / - - _ 30.28, \ 165.36� I 1 1 ORIGINAL E =1159 69 I 00 I wA =131+00 0 ORIGINAL E =1168,33 DESIGN EARTHWORr D SIGN EL =1165. 4 UT AREA =0.00 DESIGN EARTHWORK VF = 0.00 FILL AREA =0.00 VC 0.00 CUT AREA =133.2 73 VC = 22.83 7000 6000 EX -ROW 40 50100 00 30 00 20 00 10 00 10 00 20 00 30 00 40 00 EX OW 60 50 00 00 70 00 80 00 70 00 60 00 EX OW 40 50100 00 30 00 20 00 10 00 10100 20100 30100 40 00 EX- OW 60 50 00 00 70 00 7000 6000 5000 4000 bO 00 2000 1000 T 1000 20 00 30 od 4000 5000 6000 7000 8000 7000 6000 50 00 4000 kO 00 20100 1000 10.00 2000 30 Od 4000 5000 6000 7000 EX -RC W X 30W EX4C W E -IROW 33' 33' -27 7 ,1152.10 1155 l 138 I 115038 o IIMA_ 38+0 I oo I I ORIGINAL E =1154.32 5.87,1149.39 114.9 D SIGN EL =1153. 0 1145 ESIGN EARTHWORK ILL ARE =15.3 UT ARE =35.1 VF = 8.50 I VC = 39.99 I I I I I I I 32.6A11 8.20 I 141 116n30.34 157.43 0 137 I I 137 1135 T_ 41+ 1135 00 ORIGINAL =115910 00 0 SIGN E =1157. 0 I I DESIGN E RTHWOR ILL AREA =0.00 Ex- R W FILL AREA =0.0 E -ROW VF 33' UT ARE =94.4 33' VC =15.43 28.17 VF = 0.00 EX ROW EX ROW 116.5 0' p' -30.85, 160.78 31.6 ,1161.05 26.52,114�.50 I -29{7 ,1142.42 0 136 116n1 0 136 140 1145 -- 00IMA_ 36+0 00 00 I I 0 0 IGINAL E =1162.72 I _ y 1155 D SIGN EL =1160. 7 DESIGN EARTHWORK ORIGINAL E =1145 96 FILL AREA =0.0 I D SIGN EL =1144. 9 UT AREA =115.6 I VC = 72.54 FILL AREA =2.93 UT ARE =69.2 VF=7.96 135 116.5 I -30.65, 163,32 _ - 30.78,1163.36 I 135 I I 00 0� 1 3 - �_�+g I 139 1 9 - 2 .50,11.4 .01 _ D SIGN EL =1163. 7 00 IIYWA + 31.3 j46.05 0 I ORIGINAL E =1149.80 ,1 DESIGN E RTHWOR D SIGN EL =1148. 6 UT ARE =139.54 DESIGN EARTHWORK VF = 0.00 FILL AREA =6.77 VC = 63.56 TUT AREA =52.6 VF = 1.03 EX R W VC = 62.53 E - OW 33' 33' 7000 6000 EX- OW 5 , 4000 3000 2000 1000 T 1000 2000 3000 4000 EX -ROW 6000 7000 8000 7000 6000 5000 40100 0 00 20100 10.00 T 1000 20100 30 Cq 40100 5000 6000 70100 I