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Home My WebLink About1993 93-D-1 .pdfINDEX OF SHEETS I TITLE 2 TYPICAL SECTIONS - MISCQUAD 3 SCHEDULE OF INTEREST 4 TYPICAL DETAILS 5-10 PLAN AND PROFILE (.1-24 CROSS SECTIONS I TOTAL SHEETS = 24 lax"Imagmm DESIGN DESIGNATION A.DT. 1991 680 A.D.T, 2012 750 D, H, Z 2012 11560 OF OF kD,T. 10.57.) V. = 55 MPH HIGHWAY DEPARTMENT PlAll OF PROPOSED WPRO%rEIIEW WOODVILLE - EMERALD ROAD (U.S." 12" — 260TH ST.) C. T. H." D" ST. CROIX COUNTY F —comm Fmas E j m..6 om= h'ai Fd v,� � G' APR ll� Pn w VILLE SUR WCATION UTILITIES BIGGER'S HOTLINE PHONE 1-800-242-8511 ELECTRIC ST, CROIX ELECTRIC CO-OP 550 HWY, 12 BALDWIN WISC. 54002 PHONE t715) 684-3366 ROB MOE NSP HUDSON PHONE �715) 386-2318 JIM AND RSON TELEPHONE & CABLE BALDWIN TELECOM, INC, 930 MAPLE BALDWIN, WISC. 54002 PHONE (715) 04-3346 DUANE RUSSETT ESTIMATE QUANTITIES 1' rr TYPICAL SECTION-n- m� -64+57.54 j 7057.84 4,m tinn r aT. 0 ;, a ] PCWT Room TO at PWU L � CRUM= AM BM ir ]' TypICAL jq M i ♦ .. a. AM &AN TYPICAL 9 y SECMON SIDEROAD ISO ADT, AvmuSR DAILY TRAM Lid. MAGNETIC AGG, AGCmATT MAT, "TKgLAI° AR AHEAD XYL IYAN EOLE AZ AZD/VIH ILL ]LATCH LWK MOM MONUMENT R DARN P.0 POMT 9r CGHYATM Mr. arrui@.'oV3 P.E INMATE MfTRANTZ EX RACE PEA PEDESTAL REX BITUMINOUS ROAD SHE. PS POINT or N P.I. PROPERTY LINE RO.S.T.IWDi ON SUR TANGENT P.O.T MINE ON TANGENT P.T POINT or TANGENCY C.& G. CURB k GvrYKR R HAD= - RANGE RC.C.HHELNTORCED CONCRETE CR CATCH BASIN CULYEET PIPE SEA CH. CEkTrMY CHAVIS RR ROAD - WON CR4'R CHANNEL CHANGE RH} RIGHT HAND FORTH IS. LTA33 , R/T MUT Or TATCENTIRTINK CSLCH CORRUGATED MEDAL CULVERT Pin CONN. CONNECTION CDR Comm S SHED C.P. CULVERT PIPE SAME. SANSAHY SSM C.T. GUH1C TARTS SCR SCHOOL RE SUPtRELITATION SEC SECTION SgR SHERMAGE A DELTA N ANGLE SL SIf)PE A DEGREE or CONDE - DIRECTION S.S STURM SETS SHE DESIGN HOURLY VoLID4 Srl STATION E JOTERNAL DSTANCE ETAL M OTHEms T TANGENT DITLANCE TAT, TAVERN TM TRILEMOAE r.L YIELD ANTRANct T.H. IRA= HOUSE TEERICHE 97 TAT TRANSIT TINE TTo" ,O. G GARAGE T.LE1, TLMPORT Lamm FASEXERT H NO= Ur. UNDER GROUND HYD. HYDRANT UNCL Uh N ANCLE y VIOMITY WL ROM LP. MN FIVE OR PIN T.V. TATER VALVE LSOME RE Lo6R� �8TAT ruturAm LRr. LEFT HAND POST= LDLYT. LINEAR TEST I.S. LUMP SUM SSE. STANDARD DETAIL DRAWINGS A PIPE ARCH GRANULAR SUBBASE �SNA-l& mAram FOR RIGHT OF ' TOPSOIL � _ A. , CONSTRUCTION BAMWADE OESmxAL GROUND VXTK_Almly y A TOTAL ACRES NEw DasTmG TOTAL TOTAL INTEREST PLUS R/W R/W R/W ACRES fai I& 1� Awl"R psliAllmr 395 5 5 ROBERT ANDERSON FEE 4MC5 0.223 0.05 0.273 39.777 0.10 3±99 398 5-6 ROBERT ANDERSON FEE 19352 2.500 2,752 5.256 14.50 12DP 387 6-7 ROBERT ANDERSON FEE 13.514 COST 1,514 1.515 11.999 0.0 397 5-6 ALBROOK INC, FEE 57.133 0.00 3.133 0.690 ESA43 0.0 386 6-7 ALBROOK INC. FEE 62.521 0.00 L521 1,432 61,089 O.G 385A 7-8-9 DANIEL & MAWN FEE 29.593 2.757 2.184 4.941 24.652 O'D LUCKWALDT 351A 9 DANIEL & MARVN FEE 39,00 0.154 0.727 0L881 38-119 0,216 LUCKWALOT 3503 B-10 HELMUTH & EVELYN FEE 1100 0.00 0.210 0L050 0L950 CLO STROBUSH 350A 8-9-10 TIMOTHY & CHARLOTTE FEE 39,474 6112 0,474 4-93 3&F391 0.0 BAZILLE 3856 7-8 EUGENE,BAREARA & BRIAN FEE 10.85 CT05 1.38 07TO 10184 0.0 ZIMMERMAN 384 9 JOHN & SHARLENE FEE 40X0 0,394 1.025 1,419 '38.591 0.06cj MOMCHILOVCH 3519 Ei PAUL & ANNETTE FEE too 0.0 0,289 0,289 0.711 0.0 MOMCHILOVICH NOTE: ACREAGES ARE TAKEN FROM THE JAHL7 1993 REAL PROPUM LISTING Du PROPOSE"TH "ru%" ALIGNMENTu M # NOR1111% EASTI% PI STA AS ANGLE DISTANCE --------- ---- 11 ------- ------- 1 CURVE # 3 1 - 9MI4'52' R BOB 1013.919 941906 1000,00 HE 20DD9"00' 1818,489 CURVE DATA STATIONS & COORDINATES 1 2721A05 156IL339 2818A9 PIN 4DO2'03' I324.507 CIRCULAR NORTHING FASTING 2 4042.330 14 EAR) 413D. 81 W 5DO6'59' 2209.393 Ic - 98DI4'52' 3 6242.920 1278 130 6340.20 SE 86062'D7' 2393.762 DO - 7D29'41' PC 5353143 1356.901 Cc - 7030'00' PE 6242,920 I278A30 EDP 61IL&ED 3673,310 8283.28 I - 883.30 PT 6194,667 2160,107 A - 764A9 Cum I I I - 24DII'03* L L - 1310.91 Cc S43L319 2118.344 STATION C - 115610 CURVE DATA STATIONS & COORDINATES E - 4D3.70 CIRCLW NORTHING FASTING PC PI 2808.43 STATION PT 3215,47 IC - 24DII'03' Da - 3ND'or PC 2336,986 1427.391 PC 5456.91 Dc - 3000'01- PI 272L105 156&339 PI 634DE0 T - 409.16 PT 3129.253 1539.554 PT 6767.81 SUPERELEVATION R - 1909.66 L - 806,14 Cc 2994.895 -365.574 STATION C - 800,17 E - 43,34 SUPERELEVATION DO 2345.33 IN OUT SO PIPS 91 M - 42.38 18 OCT PX 2409.33 SR- 150.00 OR- 150 00 PX 5456.91 SR- 175.00 SR- 17SA0 py 2473.33 X - SLOD x - 51�00 Py 5507�91 PI 2 1 - ID04'56' L X - 64,00 x - 64�00 BE 2SK33 y - 102.00 Y - 102.00 BE 5606.91 y - 128.00 Y - Imoo P, 2818,49 TR- SIAS TR_ 3"00 p, 6340,20 TR- WOO TR_ 64'OD MS 3040.47 BE 6617.8� Py 31SIA7 NEE - Py 6716,8 NEE - S.w % PX 3215�47 TYPE - I OF 6767.81 TYPE - 1 ES 3279A7 IS 6SISAI 0 = 30' OR MORE TABLE OF DIMENSIONS FOR VARIABLE SIDE ROAD MTCRSECT;04 ANGLES =T -T I 554 tJTII .1. ------ r e®'®x Et!TE T THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL To THE SLOPE OF THE SUEGRADE OR BASF COURSE. PROMISED A 6' MINIMUM GUTTER THICKNESS IS MAJNTAINED, CONCRETE CURB & GUTTER 2'R 1/4*R 1/4' 7 112' 1 4* R 19 Z I ivi 1:1011 FISTING K STA ..... AS AWA E ...... - DISTWE POP U46 920 U77 No IN co a 8I034 52, 2P6 911 1 6229 810 1453'7t0 366.91 SE 3 42 53" 258W Up Aw'm H21,621 6a, 00 cnl I I I - S031'0" R CL vl DATA SWIMS E Cg,PDIVUS CIRL11AR W)RTPWF fRSTIKI 5^D31 S4' lcJ 21' Pc 624S 7U H6'V2 Ix - Pi 67q 81fl 3163 7m 1 257.57 PT 6n'l 470 1121 277 R - -66 91 L L13 co Cc w9'I63 11U.&H 4?0 5s 59.97 'A,24 SPIW 14 SPIIX all WATIW 1, Is t IT 119,34 Pi Z�� 91 Y PT 619 TI p - p K IT - IT ST - ST - I - , wjm0K4= LIMIT OF CONCRETE 5' SIDEWALK (4') 4' 12' CURB HEIGHT 6' 6. IRS HEIGHT B�,,�4 A 24 T 1 11 � 24 RB &.GUT lla�_� 0 0 A--J SECTION A SECTION 9-8 • THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL TO 111E SLOPE OF THE SUBGRADE OR BASE COURSE. PROVIDING A 6 MIN. DEPTH GUTTER THICKNESS IS MAINTAINED. PRIVATE ENTRANCE LPLAN MEW N�� R ..e %.w YA mII.IcIr., 1 At 6, PSAOIal l' TTT'XAE SECTION FRSMC F0.NC 6A:RXCSC ydy p..�. lRA4f 1 sq'uu.pPaY Svap!`G CJK4M r -- LM aR ADS NA(LL V DMA DETAIL DE INT(1( OIL TYFM:dI- $FCTAW r aCfommr FMPY' PLAN VIEW TYPICAL APPLICATIONS OF SILT FENCE 'k '1(t NPJAt F CYMAL YAEPAA P9iK 6SCav®Yp 5p N{CPE[iU FUbC PTN 4RWUT[ `. YMDti CwReHM$ �/ �at ALTERNATE "A' ra "'t 6 T,AN A'. trI— tLN qun YB ny{pM w ewe ro M �r( rti aNlebu weWk wtl Ww ,ewweea lWn<s. ElDNS "VATICN EROSION SALES ACROSS DITCH BOTTOM SIM SILT FENCE TIE BACK mEx PENNED 6Y PIE E>aaEElt) QCYECTRE IF Ts ET$ eaox TRENCH DETAIL . MIS( LMII :-O-fAA wF' . N7✓wAp 1a war A p' sAwxc A mwacr ' * zicx mN '�3 i ¢rcarA:[a saA a.� � L M NA S 'R Fhtip aTNO, tK FAjw tR UM.TN Dc, W, NE MIS MN m XCMI K!SX A, M.M SLARES Q IMIE. LAN MIMS n ALTERNATE it" M„TLA'XxTKVW MT MI. M M ea4A$ wt R Q0.Rd K UfSTA$f YR.S V"eAs-1 W, Im iw„—,A A• m.e w w... �.,., r., ..e „a,.wAA ... rFre ,�, ANCHOR SLOT LAP JOINT SILT FENCE AT $ECINNING AND END Of EROSION MIS tMED AND SpDI ISEED AND SO()) p v NAWN NJR ♦ O_ _ 6 l 6 � I RAtf FOR TYPES re'. t" ua v rrExsEcrrm p R RT //�f NAT c,,,NSL LK 5 ESTAp— a' ISro � AS i6 NEE T BC YE% 4i PFllt ! NEFy.,yD TYPE "C" mmYS�pp w aavE atN NELAMST MAIL W `A S4 AY9i 66 e5 A v 1 . ROADWAY II V ! .. � Aa INSTALL LL.. S- E EUGENE G. AND I,I�it3i. *^I� +CMP i + PROPOSED CENTERLINE :. y !A BE RELOCATED w VOL.986 PAGE 74 OTHERS +I Pi SIX 63+40,20 . u EXISTING EDGE OF BIT R 764.49 I�I, EXISTING EDGE OF erT, 0 GE SUMMARY MEN CL- Ell, 2350 C,Y MEM=MHUMMEN 0—, MEN E, 1— m ION, 0 MENEM EME, m E MENE ram M�� +irr+r+'r+.'Mr'+�.';M+'.+1�11�1��'YESa a�a:*�r*��i.NP+�.r+*'rr'r .3 r'a ,L.�i+'r�:k*++r•+.►�`+'r�:L�*r'ri �r'r�:32S+'r:j-�'�+'r� _-•�:� C+ y_ .,. . INSTALL 100' X 24- CURB AN�,D aw-mg!�� LUCKWALDT EXIS11NG AND PROPOSED351B PAUL AND ANNE7TTEi MODICHILOVICH W SHED a Y G �..... STk r IV+ 3I RELOCATION MATCH EXISTING RIP R 30�4 SIDES JOHN AND SHARLENE NOTE: END OF PROJECT STA. 80+57,84 BENCHMARKS ly III son SEMEN YARil+l�l Y ,. UNCL. } 0+57.84 UNCL EX. FORCE 307 SHRINKAGE CARRY OVER FROM STA. 1+00 6-nn BALANCE (BARROWFROM ABANDON ROADWAY ) 1400 CY on PHONEME MENEM MENEM NOREEN E.. 00,03 sma"Eva-1 sun uump� Soong I! also Norms. m am-affl-amcda M ypC!�'r �.y�.i'%�'�''i— n•� �'i=! ;_! �i rr�r�rrr ;p�,�rrr�i ;! w�� m Sam Elm 'a�i�i ::!.. i;i 1 1.'ai��L11Ka'�l`��*i•.a�t�x`�L*�ir•��a; � i lrWi'a ��F1��3 i i... � '.