Loading...
HomeMy WebLinkAbout1984 8999-00-27 .pdf� . ®® •! Cat. No 2130 - 0140 CataVog No 2130-C 121 Catalog No, 2130-C 121 11 T I L I Z E B SEED I 20' MIN. SAFETY SECTION 25.8' 83.2' 2.6' 81 12 12' to,I _- 4" TOPSOIL FERTILIZE 5 SEED 20:1 NOR. VAR, 4" TOPSOIL UTILITIES FERTILIZE & SEED 20' MIN. SAFETY SECTION 2 5.8' 1 - c 0.04 /, �___.._ 0,02 /e 0.02 Vs— } I 0.04 'A —+777-77 ------------------ POINT REFERRED TO ON X-SECTIONS 3" BITUMINOUS CONCRETE PAVEMENT CRUSHED AGGREGATE SHOULDERS 6"CRUSHED AGGREGATE BASE COURSE 9°GRANULAR SUBBASE 20 2 0' �----- 0,02 `/, 0.02 `'A — -' -=7- — -- =-_ .. POINT REFERRED TO ON X-SECTIONS 3"BITUMINOUS CONCRETE PAVEMENT 6" CRUSHED AGGREGATE BASE COURSE 9°GRANULAR SUBBASE 6" CONCRETE CURB 8 GUTTER,30 INCH,TYPE D —4" TOPSOIL 4°® vo�y m. -cO 0&i m GENERAL NOTES L---LLa. ' `a CURVE DATA IS BASED ON ARC DEFINITION. NO TREES ARE TO BE REMOVED WITHOUT THE APPROVAL OF THE ENGINEER. THE INTERSECTION OF CARMICHAEL ROAD AND C.T.H. "UU" SHALL BE A TYPE "B" AS SHOWN ON THE STANDARD DETAIL DRAWING. ALL OTHER INTERSECTIONS SHALL BE TYPE "C" WHEN THE QUANTITY OF THE ITEMS OF SUBBASE , BASE OR SURFACE COURSE IS MEASURED FOR PAYMENT BY THE TON OR CUBIC YARD,THE DEPTH OR THICKNESS OF THE COURSE SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE DISTRIBUTION OF THE MATERIAL DIRECTED BY THE ENGINEER. DISTURBED AREAS, WITHIN THE RIGHT-OF-WAY EXCEPT THE AREA WITHIN THE FINISHED SHOULDER POINTS, ARE TO BE FERTILIZED AND/OR SEEDED AS DIRECTED BY THE ENGINEER, EXCAVATION BELOW SUBGRADE (EBS) IS NOT USED TO BALANCE YARDAGE AND IS NOT SHOWN ON THE CROSS - SECTIONS , BUT IS MEASURED AND PAID FOR AS UNCLASSIFIED EXCAVATION. THE LOCATION FOR EBS WILL BE DETERMINED BY THE ENGINEER, EROSION BALES AND SILT FENCE TO BE PLACED AT LOCATIONS DECIDED BY THE ENGINEER IN THE FIELD, STRAW MULCH ALL SLOPES STEEPERS THAN 4:1 AND OVER 4' IN HEIGHT. ADT AVERAGE DAILY TRAFFIC AH, AHEAD NORTHERN STATES POWER COMPANY 801 KELLER AVE. SOUTH � CENTERLINE CURB Bs GUTTER TYPICAL SECTION AMERY, WI- 54001 C.P CULVERT PIPE TELEPHONE ( 715) 268 -7177 STA. 13-I-25-STA, I7-F-I0 RT, C.y. CUBIC YARD ATTN. : ED ERICKSON STA.22+50-STA.23+75 LT, STA. 27+75-STA.30+80 LT. A DELTA _ INTERSECTING ANGLE WISCONSIN TELEPHONE COMPANY STA.41+25-STA,42-I-75 RT D DEGREE OF CURVE DIRECTION 304 S. DOWNY ST, DG. DITCH GRADE EAU CLAIRE, WI. 54701 TELE.: (715) 839-5822 ET AL AND OTHERS ATTN.: CHARLES LEVERENTZ EXC. EXCAVATION FOR LOCATION : F E. FIELD ENTRANCE TELE. (715) 839-5845 ATTN.: RICHARD DEILKE STANDARI ENDWALI r r�• r s r wl k4R ~ Opp 4" SALVAGE D TOPSOIL VAR. 8' NOR. SOD f d VA R. 4' NOR. 0mrsimuslim SCOpE. STANDARD iBRr O IN H I.P L L.H.E ; P, C. PE. P1. P L. ROT GARAGE HOUSE IRON PIPE LENGTH LIMITED HIGHWAY EASEMENT NORMAL POINT OF CURVATURE PRIVATE ENTRANCE POINT OF INTERSECTION PROPERTY LINE POINT ON TANGENT 8D1-7 BD4-1 8E4-2 8E7--I BE8-I BE9-'1 8F1-9 9A1-5 0 USIFAlkillr � 41 PT, POINT OF TANGENCY P.R.C. POINT OF REVERSE CURVATURE REQ'D REQUIRED R RADIUS RL REFERENCE LINE R/W RIGHT OF WAY SHR. SHRINKAGE STA. STATION T TANGENT DISTANCE -TRUCKS- TOWNSHIP UNCL, UNCLASSIFIED VAR. VARIABLE V. VELOCITY V.C. VERTICAL CURVE CONCRETE CURB,CONCRETE CURB & GUTTER AND PAVEMENT TIES CONCRETE SURFACE DRAIN SOD OR MASONRY AND SOD DITCH CHECKS EROSION MAT TYPICAL INSTALLATIONS OF EROSION BALES TEMPORARY SILT FENCE APRON ENDWALLS FOR CULVERT PIPE AND PIPE ARCHES LAYOUT DETAILS FOR AT -GRADE SIDE ROAD INTERSECTION DELINEATOR POSTS,MARKER POSTS AND DELINEATORS CONSTRUCTION BARRICADES & STANDARD SIGNS LANDMARK REFERENCE MONUMENTS Cat. No 2130 — D142 BENCH MARKS S E- NE STA. DESCRIPTION ELEv. 36+86 SPIKE RN POWER POLE 56' RT. 887.22 49+33 N.W. COR, OFTOP STEP 160' RT. 886.45 H U D S O N STA . 33 + 5 8 LT, —___, _.. _------- _.— COUNTRY CONST. P.E. uj CLUB, INC. I .TAMES T. JOHNSTON r- _ ET. AL. STA. 30 +6 0 LT. JAMES T. JOHNSTON ET, AL. wI IT a to CONST. P. E {� � CURVE DATA N CURVE DATA , �. "' P.I. 4 I -4� 17. 86 + 4- PA, 37+39.33 u " NOTE : LANDMARK d- 3 y 4707 A = 3 o 47 07 REFERENCE MON- H �1 �,r� D= 10 00' UMENTS BY � �__�__� � D = I 00 � � � T = 189,33' ul OTHERS a MARK J. GAGNON JAMES T. JOHNSTON T= 189.33a (\" I � L= 378.53` ~2 �y E.T. AL. L= 378,53 - u> R = 5729.58 R = 5729.58 30 P.I. 26 1 32.33 I ra L____._.__.. AZ . 179056` 10" ( ` I ( I 0 u STA. 41 +20 0 TREES OIi V w I R + Lt CONST. F.E. _I_ r R Vd o 0 ,n n. CL v l 9 n o_ ){ � `-) Ik u \v +'0 +, r e I I w i vco - _ T _. _ T vz 0 I( 1 rn + m E STA. 26 + 39 RT. STA , 30 +60 FIT. I CONST, P.E. CONST. F.E, ml ( 1--I8"C.P. REQ`D. f rn [ , ME'LVIN J, ( { j eaa I DONALO E. SCROLL HERMANSEN i N C EM 850 ui co uj 4a W co z cw v 2 N N E --- NE REM AT W OOD STATE PROJECT NUMBER 8999-00-27 i+ CAFE ICHA L ROAD 4 TOWN ROAD TOWN OF HUDSON, ST. CROIX COUNTY 6+50 (� 01 EDWARD C. BOODY STA° 52+60,75 C END PROJECT 5 2 f 7l.75._. _ = 9+7 5 C.T. fl "U U T29N 30 19 r 29 2 a R 19 W N OO O2` OI°W / — — — _ — — _ _ - _ ... ._ _ 5 a �--- w 0 0 + _o F- L u) u- rsl 0 0 0 v N + r ®.. ®.. - ._.. ...v � _. _...._ _-.. _... ._m _._ ✓ __ T T_ _ - __.__,__ _____ T _. ._ -T- L11 a t t �52+l4.57 ui 1 `� POOL?H� I m o r a v� r� ti 5 8 ( I G LK O G C6 LD , r z waii co \ a y WOODED z x N co ° `j m ro TREES AREA w ,3 H gpHp cn cARL R,j f N ,0 nuM'."� f � � o STEVEN L. ROBBLUE PKE � � 5 � s/ rn L O u N in 4 4�. I .., + tr U) _ -- LEOh! W. GARY u� RUSSREKL D. r~ a CONST. F. E, /.CON___..._" ROBERT D. HANSEN fL�j % i re' STA. 41 190 RT. �p STA.45+34 RT. STA.46+13 RT. cz 12+OB.5 qq CONST. P, E. o CONST, F. E' < L C y� PASSING LANE STA. n H °C I IS, C.P �i-18'"C,P, g Z STA. 48 42 STA.S0+97 MI6 0 REQ'D. REQ'C. 0< < CONST. PE. CONST P.E. r Iul 00 6+00 TO STA.I3 25 I_ LT. BY OTHERS. _.. n n REQ'D, REQ'D. Ico STA. 3 5 + 2 6 RT, r Mj '� - -` CONST. P.E. GENE A. QUILLING I RICHARD J, ZEZZA RAYMOND B. EAKLE , ELMER M. DAHM N� I c.-tO��f^ © 6Cn,I5 CTn O.P. nn oT ._ N U-) � .._. , 0 c67, � � �-�'---" � ..---d-_'- h .� ita') ' 0 ! � Ci ( 0 tD i ! I � N �� ,„. ,,,_ ,�� � �� � q-., _._.� Ta Q ,a,.k) M'.. V ¢}` tf}� i C'. O Cf) N C*- N t$l R+� V7, td'D( �. O SU Qp NI N 1 �", j cV RI � pa rn oe 4 ! �. pOD L a. ul O1 Ma 0'> cO4 ._.. ' Q e4 c0 W CD l iD W � co co (A 4X}, G � � co CD C:? O 0' { O __ . N N W CQ tp L{r''Qt Q N { it7 �" �" i N co 0 I [Q __ C4 q} -.6 C4 W - qy I coa w coa ` as o a � � � � � m w w a � ao m'{ ca m a { as � I o� a m i m � a � � � � � °� o m � a m � m rn � �; m �l m col a Mom_ _. E _ _ _ _..__ — _ _ _ _ 26 27 28 29 30 31 32 33 34 35 36 77 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 im .• f - I-_-- 1850 53 54 55 Cat No 213E D140 Jill! 01941101019i 1 ti Ir RIGHT—OF—WAY PLAT BEARINGS ARE ORIENTED TO THE MERIDIAN BETWEEN THE SOUTHWEST CORNER OF SECTION 29 T.29N., R.19W,, AND THE WEST 1/4 CORNER OF SECTION 29, T.29N., R,19W., WITH THE MERIDIAN BEARING ESTABLISHED AS N,00000 11 ti W. THE DIFFERENCE BETWEEN PLAT BEARINGS REPRESENTS PLANE ANGLES IN DEGREES, MINUTES, AND SECONDS TO THE NEAREST SECOND. R I GO I —OF —WAY BOUNDARIESARE DEINID WITH (,0URSFS 01 THE PIRiMEIIR 01 IHE HIGHWAY LANDS REFERENCED 10 IHE H.S. PUBLIC LAND `ItjRVEY OR OfHFR SURVEYS OE PUB[. I C RECORD, OlHER INFORMAT10N IS PROVIDED fO SUPPI-LMEN1 THE SASfI, PERIMETER DESCRt?TION AND SHALL NOT BE CONS ,RUED TO PREVAII OV F R THE PERIMETERD E S C R I P T I ON . ALL COORDINATES ON THIS PLAT ARE REFERENCED TO THE WISCONSIN COORDINATE SYSTEM, CENTRAL ZONE AND SCALED FROM U.S.G,S, TOPOGRAPHICAL MAP "RIVER FALLS QUADRANGLE" FOR IDENTIFICATION ONLY. HUDSON COUNTRY CLUB, INC. SCHEDULE OF LANDS & INTERESTS REQUIRED DONALD E. SCHOLL T D R/W ACRES REQID. OPERATIONS PROJECT i.D. EXISTING L LEON W, GARY USSEII D. LINK QUILL ING MARK J, GAGNON JAMES T. JOHNSTON ET, AL KEM C.ATWO-OD JAMES T. JOHNSTON TOWN LOT I V. 4 P. 975 19 66 JAMES T. JOHNSTON ET.AL, 19.98 AC. BEFORE 18.90 AC. REMAINING z w U) NE--- NE SE —NE (2--)1 ET AL. K) I I r, I I KEM C. ATWOOD N CURVE DATA CURVE DATA 39,78 AC. BEFORE + 37.28 AD, REMAINING I wo I. P 420.8 I I.P. P.I.0 1 _r 0 9lz)o A 3047' 07 + P,1. 41 +17, 86 t8 3 047'07 T N4 1' D 10 00' D 1' 00 /1-2 9� 30 29 R e'_'6+ 3 2 .33 AZ. 179058'10" CAST ALUM,CAP IN 2"I'P S 89004'02"W - -"-- - ­7 --------- 1�_ 50,01 ' 09 H + I = 1 R9.33 L = 378 53 T 189.33' L = 378. 5 5' R= 5729.58 R = 5729.5 8 A) IT w 0 MARK J. GAGNON —w ul 5 I 2!� I Lo 0 ti j INN LLJ - 3,20 AC. BEFORE AC. "u) uj to uj + u') + + + 0 o 2,80 REMAINING 0 ro 6 0 to 0 + + R R. C, 39 + 2 8� 53 0- _'t + It co �r 57, 6 3' +0 c; 0 fl- IT co N ro It U') + �s m 51 +41.12 45' N 0 ul to Lo SLOPE INTERCEPTS co W) in U) cn 9 3.4 8' i tu� IT 10 6.62 10 0 J 3''T U') S 84057'05"W Lo 'n N 00002'01"W 275,55' N204314"W N0002'01"WIN2049'44 E N 000 0 Z 01" W 64 0.5 8' 0 18 46,: 7� 150,33' 19'39"W 374.75' 12i 0 5 �'� 14 20 002,01 W t N00002`011 W 32 3-50'52"W NOO*02'01"W 273�s I p N MOO 0 02t' Oil — "___7_P` 1 s 00- 0 ?_'0 I" El S89038 49 W/�l273.00` 0 5 Oj � 00' co to co co ro U) 0 0 U" 0 208' 0 — ----- H ro re) 6 6' S 00' 02' 01 "E 394.42' 4 B90 38'49"E 5.00' _5�7 5�S� 10.00' MELVI N J ro HERMANSEN +9 DONALD E, SCHOLL 0 3 u P_ Ln a: < 1 1 15 96 AC BEFORE z M uj 15.20 AC REMAINING 33' ►Lo Lo < w< 3: 0 < < cr CLf to c pN wIT co D, q, xV 0 dt� co z Dek' 17 2 198 250' 39 4.4 _208,7 133 210' rn 11 5A 2 60 3/4"I.F. T I _1R spa 5___ j4"E 3 /4 1, P. S 0 0 0 0 0 1 " E I I P. ll.p 3; B157 n 1 12 8 2.7 6 ' 2+14 57 S 00002 01 E 450.00 162 '59 C�IH] 5 0) 4) c6 to (i co u' P R C 10) IT - 0 0 00) co 0) + cD , , 39+28.53 up o M w 4 5,6 0' 0 N 0 co ®i et rn er 0 r.- ro rn LEON W. GARY 61 RUSSELL D. r_ 7+ et + 1.15 AC. BEFORE CL LINK rn 0 .93 AC. REMA I NING 1,32 AC. BEFORE co cc 1.07 AC . REMA INI NG 17 2' 198' + w GENE A, QUIL LING 0! 't RICHARD J. ZEZZA RAYMOND 8, EAKLE ) u') C S. M. I � w - — 58 3 6, a, c� V. I , P. 220 Tn 0 V) co @) 0 co CAR R. co 0 L cv N LUEPKE H T-- z El I. 0 1 AC. BEFORE RICHARD STEVEN L. ROBB 0.70ACII+75 L. - 1110— REM. SCHWE NK I I - P- 260 I" I. P. 210, S 0 a 5 0'4 1 "E ET AL, 3 3. 00' SW NW 4.34 AC, BEFORE N W IN W 4.08 AC. REMAIN19 2 0 8.7' 133' II 3/4"1 P. 3/ Lo 0 H U) ON 387,4 I " 1. P. I "I P. 2 5 0' C I.F. r4LOlmn �slladofll END RELOCATION ORDER 89 OJ0 PR, 99-0-26 W T 0 " 9-0 S T AA, 52+60.75 'W, 8 11 SOF 11 S 0 F N E n 'z ;7 Cz 0 CORSE. 3, T29N, R19W N 429, 0 6 0 (-L- 2 Od) E 1,295,500 OD)0* 2 0 0') T 2 GIN 30 19 52 1 20 9+75 C,TH U UU CAST R 19 ALUM. CAP 1 0 + 00 G H 1:10121*2 1 3+50 CITY OF HUDSON Ca+ No 2130 - 0115