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Home My WebLink About2002 UNKNOWN.pdfmkb *We) 9 &11: P W., SHEET NO. I TITLE SHEET NO, 2 GENERAL NOTES SHEET NO 3 TYICAL SECTION SHEET NO. 4 SECTION DETAILS SHEET NO. 5 MISCELLANEOUS OUNNITITIES SHEET NO, 6-13 PLAN AND PROFILES SHEET NO 14 CROONS SUMMARY SHEET NO. 15-28 CROSS SECTIONS SHEET NO, STANDARD DETAIL DRAWINGS TOTAL SHEETS = 31 N i A.D.F 2002 = 620 A.D.T, 2022 = 1240 D H.V. X 60/40 5% v- 45 IA,P,H. DEAL'S = 182,500 COUNTY LINE COVPUSNBUE FLUIDS CORPORATE LIMITS (UNDER PRESSURE) PROPERTY UNE UNDERGROUND UTILITIES LOT LINE — — — — — — GAS TEMP, UVITED EASEMENT ELECTRIC EXISTING RIGHT OF WAY TELEPHONE PROPOSED RIGHT OF WAY SERVICE PEDESTAL REFERENCE LINE ------- CABLE MARKED SLOPE INTERCEPT POWER POLE ORIGINAL. GROUND TELEPHONE POLE 0 �11 cAuna E T RED. ST CROIX COUNTY HIGHWAY DEPARTMENT PLAN OF PROPOSED IMPROVEMENT liljq� Iii STATE PROJECT PROJECT CONTRAC RECONSTRUCTION ------- - - ACCEPTED FOR CTH P END PROJECT COUNTY OF SID CROIX ST CROIX COUNTY STA:117+00 BEGIN PROJECT T.31N., R.15W. STA: 10+50 DATE OF OF X A - VE PLAN PREPARED BY- 6-3 ID CD Go --230TH AV I 1p-1 ---...___._._._--I..._.-._.---_. ' COOPER ENGINEERING 230TH AV Q 221ST AVE DO 220TH AVE T- BALSMICH % ED, 0 215TH AVE A -�3 FMCF I vj'LAK H- �"RE T G� CIO 210TH AVE CIO v GOo RICE KE, WISCONSIN (IS o o :r STATE OF WISCONSIN Do Ou 205H A DEPARTMENT OF TRANSPORTATION o PREPARED EY ------ —COOPER ENGINEER NO CO..INC. 200TH AVE COOPER ENGINE RING CO_ INC. 1-7 EROSION BALE BENCH MARK 4 APERONDD FOR DISTRICT DEFOE MARSH OR ROCK PROFILE LIGHT POLE CULVERT IN PLACE. RAILROADS CULVERT REQUIRED �— MARCH CULVERT IN PLACE (PROFILE} 0 WOODED AREA CULVERT REQUIRED (PROFILE) IS 0 LAYOUT I MILES SCALE TOTAL NET LENGTH OF CENTERLINE = 2.017 Dfl, COORDINATES ORIENTED TO THE WISCONSIN COUNTY COORDINATE SYSTEM, ST CROD( COUNTY, wffij�Y •') t: ABUT ABUTMENT ELEVATIONS BASED ON GRAYTOWN, W QUADRANGLE MAP AS ACRES LT. LEFT SPOT ELEVATION OF 1232.00 FEET AT THE INTERSECTION AGG AGGREGATE US LUMP SUM CLEAR LAKE TELEPHONE COMPANY EXEL ENERGY OF CTH P AND CTH Q. COORDINATES ORIENTED TO THE AM AHEAD MH MANHOLE ATTIC: MATT ANQEft80N ATTIC: SARAH NYSTUEN YASCONSIN COUNTY COORDINATE SYSTEM, ST. CROIX COUNTY. ACT AVERAGE DAILY TRAFFIC N NORTH 316 3rd AVENUE CLEAR LAKE, W. 54005 P.O. BOX 8 EAU CLAIRE, W. 54702-0OOB NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT AVG. AVERAGE PAVT PAVEMENT PHONE (715) 263-2755 PHONE (715) 839-2574 APPROVAL OF THE ENGINEER. ASPH ASPHALTIC PC POINT OF CURVATURE BK BACK PE PRIVATE ENTRANCE DISTURBED AREAS WITHIN THE RIGHT-OF-WAY EXCEPT THE AREAS WITHIN THE FINISHED SHOULDER POINTS SHALL BM BENCHMARK PI POINT OF INTERSECTION BE FERTILIZED, SEEDED, AND MULCHED. n CENTRAL ANGLE OR DELTA PL PROPERTY LINE c, CA CENTERLINE PP POWER POLE AN AVERAGE SHRINKAGE FACTOR OF 30% WILL BE USED FOR C & G CURB AND GUTTER PT POINT OF TANGENCY FILL VOLUMES` CABC CRUSHED AGGREGATE R RANGE , RADIUS 3% INCH ASPHALTIC CONCRETE PAVEMENT SHALL BE BASE COURSE RCCP REINFORCED CONCRETE CONSTRUCTED WTH TWO LAYERS. CONC. CONCRETE CULVERT PIPE CDR CORNER RD ROAD �� DIGGERS' �� SEED MIXTURE 20 WILL BE USED THROUGH OUT THE PROJECT. CORR CORRUGATED REBAR REINFORCEMENT BAR CSCP CORRUGATED STEEL READ REQUIRED 1-600-242-8511 EXACT LOCATION OF EROSION CONTROL ITEMS TO BE DECIDED CULVERT PIPE IN THE FIELD BY THE ENGINEER. CSPA CORRUGATED STEEL ROWY ROADWAY TOLL FREE PIPE ARCH RHF RIGHT HAND FORWARD 2040 W WSCONSIN AVE. THE LOCATION OF THE DRIVEWAYS AND FIELD ENTRANCES WALL CTH COUNTY TRUNK HIGHWAY RL, RA REFERENCE LINE SUITE 10 BE DETERMINED BY THE ENGINEER. CP. CULVERT PIPE RR FIT. RAILROAD RIGHT MIL,WAUKEE. Al 53233 WHEN THE'. QUANTITY OF SURFACE OR BASE COURSE IS MEASURED CY CUBIC YARD CUBIC YARE1GHT. R/W RIGHT-OF-WAY BY THE TON, THE DEPTH OR THICKNESS SHOWN ON THE PLANS IS CWT CDIA W APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE DIAMETER S SOUTH DISTRIBUTION OF THE MATERIAL AS DIRECTED BY THE ENGINEER, D DEGREE OF CURVE SAN S SANITARY SEWER BOB STANDARD DETAIL DRAWING THE LOCATIONS OF EXISTING AND PROPOSED UTILITY INSTALLMENTS DHV DESIGN HOURLY VOLUME BE SUPER ELEVATION AS SHOWN ON THE PLANS ARE RE A Y BE DWY DRIVEWAY SF. SQUARE FEET OTI°'IER CONTACTS OTHER UnUTY INSTALLMENTS WTHINRTHE PROJECT AREA AREA THAT EBB EXC, BELOW SUB GRADE SHLOR SHOULDER ARE NOT SHOWN. ELEV., EL ELEC. ELEVATION ELECTRIC SPECS SPECIFICATIONS DESIGN CONSULTANT DEPARTMENT OF' NA"4URAL RESOURCES THERIGHT OF WAY AS INDICATED WAS DETERMINED FROM AVAILABLE EX, EXCAVATION SQ. SQUARE COOPER ENGINEERING CO. INC. ROB STRAND PLATS/GSM's, COUNTY RECORDS, AND FROM INFORMATION PROVIDED EXIST EXISTING SS. STORM SEWER 310 W. SOUTH STREET P.O. BOX 4001 BY ST'. CROIX COUNTY DEPARTMENT, THE RIGHT OF WAY E EAST SY. SQUARE YARD RICE LAKE, W.54868 EAU CLAIRE. W 54702 AS SHOWN IS NOT INTENDED TO BE USED AS A PLAT. ST. STATE TRUNK HIGHWAY PHONE (715) 234-7009 PHONE (715) 839-1609 FE FIELD ENTRANCE ST. STREET' FF FACE TO FACE STA, STATION FL„ FA FLOW LINE SW SIDEWALK G GARAGE T' TANGENT ST CROI# 00 INttHIF-H_WAY DEPARTMENT ON GRID NORTH TO TOP OF CURB ATTN,: DANIEL FEDDERLY, P.E., R.L.S, H HOUSE'. j_, T/L TRANSIT LINE STSROIX COUNTY SHGRI�F"S OF,r �, COUNTY HIGHWAY COMMISSIONER HYD HYDRANT TEL TELEPHONE 1101 CARMICHAEL RD. 1150 GAVE ST. 9 INTERSECTION ANGLE TEMP TEMPORARY HUDSON, W 54016 HAMMOND, W 54015 INTERS INTERSECTION TLE TEMPORARY UMITED EASEMENT PHONE (715) 381-4320 PHONE (715) 796-22227 INV, INVERT TYR TYPICAL IF IRON PIN OR PIPE USH UNITED STATES HIGHWAY LC LONG CHORD OF CURVE UG UNDERGROUND LP LINEAR FOOT V DESIGN SPEED LHF LEFT HAND FORWARD VAR. VARIABLE L LENGTH OF CURVE VERT' VERTICAL STANDARD DETAIL DRAWNGS YD YARD 8EB-2 TYPICAL INSTALLATIONS OF EROSION BALES BEG-5 SILT' FENCE 8FI-11 APRON ENDWALLS FOR CULVERT PIPES CUT 5' ROUNDING 3.) P c/t eTw P 2._3, W m POINT REFERRED i0 OWN PROFILE & CROSS SECTION 7"?- CRUSHED AGGREGATE, CRUSHED AGGREGATE BASE COURSr- 3'+ ASPHALn PAVEMENT SHOULDERS TO BE MILLED, CRUSHED, STOCKPILED & DELAYED 6*t GRANULAR AS BASE COURSE SUBBASE COURSE EXISTING CTH P TYPICAL SECTION STA: 10+50 _. �17+00 C/L. CTt{ P 27' CLEAR 204E 27' CLEAR ZONE FERTILIZER, SEED I FERTILIZER, SEED & MULCH 3" 15' 15' 3' & MULCH 4" SALVAGED TOPSOIL `_ POINT REFERRED TO ON PROFILE & CROSS SECT?ON 4" SALVAGED TCPSOIt. m 1 6" CRUSHED AGGREGATE qa�-F'1 BASE COURSE & 2` RECYCLED SI'IUMINCUS PAV<MEYYT - 51 12' GRANULAR SUBBASE COURSE 3 %2" ASPHALTC CONCRE E 3 j2' CRUSHED AGGREGATE PAVEMENT' TYPE E-1 SHOULDERS EROSION MAT AS REO'D BY ENGINEER PROPOSED MAINLINE RECONSTRUCT TYPICAL SECTION STA. 10+50 - 117+00 4°1 3:r 2g, 1E r,0RAA)- .„ ...... _............ 7 FILL 5" ROUNDING ca 0 zf C) CD CV C) 0 N 00 co CIO z 0 w u) RD O co O 0. CD CD C14 1 WIN (Y, PIPE 0 DESIRED) FLOW ma.» s momis EXTEND ASPHALT IJ8: THROUGH�\ ALL PRIVATE & FIELD ENTRANCES. \ 50, I 1.5' ASPH. CONC. 8,5` C A,B.C. PAVE FLARE TYPE E-I SHOULDER C/i. CTH P 1 15' PAVT SUBGRAE SHOV ON CROSS SECTIONS 6% MAX. a rd *0 1 loy.-I m 11:4 101 wl IWO 2 1 &01 1*1 a I C.T.H. "P" EDGE OF ASPHALTIC SHOULDER TAPER CRUSHED AGGREGATE BASE COURSE FOR ALL CRUSHED AGGREGATE BASE FEATHER ALL COURSE ENTRANCES. ASPHALT P.E.'S, THE EXACT DISTANCE SHALL BE DETERMINED IN THE FIELD BY THE PROJECT ENGINEER SIDEROADS, P.E. & F.E. DETAIL FERTILIZE, SEED MULCH VARIES 4' SALVAGED NATURAL TOPSOIL GROUND LTSOF- FASO 6C CRUSHLOAGGR. IN CUT CONC, PAV 7 -j 6' FASO. TYPE E -�l CA (Typ) BASE COURSE LN FILL ASPHALT DRIVEWAY GRAVEL ENTRANCES TYPICAL CROSS SECTION FOR PRIVATE DRIVE OR FIELD ENTRANCE. CUT 2% MAX. FILL ENDWALL NATURAL. GROUND VARIABLE -------- GEOTEXTILE FABRIC A A ��-n-T �, 18" MiN. TYPE R' REO'DC THICKNESS FOR MEDIUM RANDOM RIIPRAP —A SECTION A L MUTH MEDIUM RANDOM RIPRAP TREATMENT AT CULVERTS 9 (NOT TO SCALE) (NOT TO SCALE) STATE PRRJECT SHEET NL 5 I STATION TO STATION LOCATION TONS 10+50 117+00 LT./RT. 7,250 PROJECT TOTAL 7,250 'INCLUDES ASPHALTIC MATERIAL FOR PLANT NIXES STATION TO STATION LOCATION EA. 10+50 117,00 LT./RT. 350 PROJECT TOTAL 35G STATION TO STATION LOCAnCN TYPE/CLASS S.Y. 17+50 20+50 LT./�RT, TYPE R, CLASS 6 SiO 20+50 28+50 RT. TYPE 11, CLASS B 710 33400 38+00 LIE TYPE H, CLASS 3 440 48+00 54+00 LJL/RT. TYPE lI, CLASS B 1,070 54+00 56+00 RT- TYPE fl, CLASS 8 180 53+00 92+00 RT. TYPE 11, CLASS B 350 63450 68+00 RT. TYPE ll, CLASS IS 400 73+00 78+00 LT./RT. TYPE 11, CLASS 8 890 78+00 91+0* LT. TYPE U, CLASS B 1j5D 96400 98+50 RT, TYPE 1, CLASS S 220 98+50 103+50 LT./RT. TYPE 1, CLASS 8 890 114+5G 116450 LT. TYPE 1, CLASS B 122 STATION TO STATION LOCATION L.S. 10+50 117+00 LT./RT, INZ-9mumum STATION TO STATION —LOCATION C.Y.- 10150 117+00 LT./RT. 22,800 PROJECT TOTAL 22,806 -RAW (IN PLACE) CUT VOLUME 1,uuu STATION TO STATION LOCATION S.Y. 10+50 117+00 LT./RT. 26,100 PROJECT TOTAL 26,100 -MILLED, CRUSHED, STOCKPILED AND RELAYED. EXISTING WIDTH IS 22', DEPTH IS 3*. STATION TO STATION L.F. • STATION TO STATION LOCATION STA. 10+50 117+00 LT./RT;. 106,5 PROJECT TOTAL 106,5 'SEED MIX #20, TEMPORARY SEED, FERTILIZER TYPE B. NO MULCH IN AREAS Or EROSION' MAT, 12+50 13+00 ST. 50 13+50 14+50 LT. tOD 15+50 16+50 LT 100 38+50 39150 LT. 100 SALVAGED TOPSOIL 40+00 42.+00 LT, 200 56+00 57+00 LT. Too 58+00 59+00 LT. 100 STATION TO STATION LOCATION STA. 108+00 103+50 lj. 50 TOTAL _LG+50 __ 117+00 LT./RT. 105.5 PROJECT TOTAL 106.5 STATION LOCAnON 14+90 CL V5+80 LT. 32+00 LT. 36+50 RT. 39+57 CL 41+00 ET. 46190 LT. 57+25 CL 82+70 ST. 86+80 RT', 94+60 CL 101+60 LT. 110+40 RT. 112+40 CL PROJECT TOTAL No7kly-11:1 14 _STATION TO STATION LOCATION L.P. 10,50 117+00 LT./RT, PROJECT TOTAL STATION TO STATION LOCATION C.Y.- 10,50 117+00 LT./RT, 23,500 PROJECT TOTAL23,500, 'TRUCK MEASURED, INCLUDES 1.25 EXPANSION FAC70R WMAIIIIII11111 10:11 Film APRON RIPRAP STATION LOCATION SIZE ENO WAU- (EM L.F, DISCHARGE (EA 14+90 CL 24' 2 78 1 15+95 PT, 18, 2 26 31-10 ST. 18, 2 26 32+00 LT. 18- 2 26 36+50 RT 18, 2 26 39+97 ct 30' 2 56 41+00 ST. 18, 2 26 46+90 LT. 18, 2 26 47+30 ST. 18' 2 26 57+25 CL 57'x38* 2 76 67+85 ST. 18' 2 26 82+70 RT. D8' 2 26 86+30 RT. IS, 2 26 86+80 RT. 18, 2 26 94+60 CL 57'.3B" 2 54 1 101+60 LT is' 2 26 110+40 ST. LEI* 2 26 "2+40 CL 42"x29' 2 60 1 PROJECT TOTAL 662 CRUSHED AGGREGATE BASE COURSE CABC C.A.B.C- SHOULDERS STATION TO STATION LOCATION C'U. 10+50 117400 RT./LT. 11,500 1,200 UNMSFABUTED� P.E., F.E., TO'AN RD, 200 PROJECT T07WIL 11,760 DOE— 'TRUCK MEASURED, INCLUDES 1.3 EXPANSION FACTCR STATE PROXC7 NUMBER SHEET No, JEROME A. & 6 TRACT L. GOOSSENS STA. 16+80, LT. REMOVE EX. 15' C.M.C.P. & DAVID A. & DORIS D. SCHMIDT 2998 2'20th AVE. REPLACE WTH 26 LFOF 2168 CTY. RD. P PLAN & PROFILE CLEAR LAKE, Vyl 54005 PROPOSED R/W, 18- C.M.C.P. W/ 2 EA. A.E.W.'s CLEAR LAKE, WI 54005 STA. 12+00 STA. 17+00, LT, SAND BAG C.P. INLET TILE (TEMPORARY LIMITED EASEMENT} TYP, .4 0 z SILT FENCE R OD SILT FENCE REQ'D > MATCH EXISTING SECITON UNE EX. R/W (TYP.) PAVEMENT N. a: ROW� 30' w ROW qROAD SLOPE INTERCEPT 263 +00 ... 26 3,1* ROW 7+00 18+00 10+6 11+00 13+00 14+ co 16+M I m Op 21+00 22+00 m 23+00 24+00 -F` BEGIN PROJECT STA. 10+50 N-417489.3275 14 11 E-65513t2065 15 SECTION LINE— 0.33' LT. STA. 10+00.00 SLOPE INTERCEPT U N= 417439.3470 E= 655129.5569 SILT FENCE REQID SECTION LINE= 0,00' RT. 46- PROPOSED RIW, STA. 12+00 — STA. 17+00. RT. r EROSION BALE DITCH CHECK (TYP,) 3� NU* E41.25� ROW STA. RT, z z INSTALL 26 L.F. OF IB' C.M.C.P. CLARENCE RICHTER, L.E. STA. 14+9D, t W/ 2 EA. A-E,W.'s REQ*D REMOVE EX. 24' C.M.C.P. & wz JOYCE JARISH RIGHTER REPLACE WTH 7a LF OF ITw SAND BAG C.P. INLET 265 POLK/BARRON ST, 24' C.M.C.P. & A.E.W.'s, LT./RT. SAND BAG C.P. INLET CLEAR LAKE, N 54005 RPRAP DISCHARGE EROSION - CONTROL NOTE E—MAT DITCH BOTTOMS: STA. 17+50 — 20+50 LT./RT. TYPE II, CLASS 8 STA. 20+5D — 28+50 FIT. TYPE 11, CLASS 9 CTH P NEIL W, & WALANA ULRICH 2242 CTY. RD. P CLEAR LAKE, N 54005 STA. 32+00, LT 34' PROPOSED R/w, REMOVE EX. 12' C,MJC.PT & STA, 27+OD — STA. 28+50, LT. REPLACE WTH 26 LF' OF SECTION LINE 15" C.M.C.P. & 2 EA 6; SAND BAG EA. CL ROAD SLOPE INTERCEPT 33' ROW 41 25' ROW 1 -.1 -- -------- =_ ,! 00 24+00 21+11 +00 3100i 29+00 _�7 _Z7 .25* ROW 41.25' ROW PJ= 31+14,35 N- 419552.5577 E- 655199Z149 NEIL W, & WALANA ULRICH 2242 CTY. RD, P STA. 31+30, RT, INSTALL 26 L.F. OF 18' C.M.C.P. CLEAR LAKE, N 54005 W1 2 EA, A.E.W.*s 1300 12190 1280 1270 0 VN 1260 1250Lai 1240 1230 ARI�l IN "I I STA = 26+ ELEV = 125 A.D. —_ 117 K = 12&25 5 iR In + Ul OR N N + u) N In > ou > > I.A w > SO SO us STATE PROTEST NUMBER SHEET NO, 7 PLAN & PROFILE 0 V2 z N R OT M, NOT !RECOVERED -__, 8. iV 30, 33* 4 2 BtSO _SL� 33-Er 37+00 38+00 - -4 4 33' ROW FIELD ENTRTSLOPE INTERCEPT O STA. 36+50, RT. REMOVE EX. 12' C.M,C.P, & GIB REPLACE WITH 26 LF, OF 18' CUM,C.P. & 2 EA. A.E.W,'s x Z SAND BAG C.P. INLET EROSION CONTROL NOTE E—MAT DITCH BOTTOMS: lqlftft�N3&ftw� STA, 33+00 — 38+00 LT. TlTPE 11. CLASS B CTH 1- HIGH POINT STA = 30+68M PM STA 31+06 10 SCALE PIA ELEV - ----- -- -- --- A.D. 61 - ---- 50 K = 8 1.3 2 300 290 2810 270 260 250 240 1p pi 5 6� �z , 11 ON ` 4 u� ;i In 'q�f In! In I I. ,, I N , .1 In ,, , I I N m In I I n c� � I 0 IN '4 1,0 16 m� �s _: In ON 1� '6 In n�"O 10 n'i In 'D "i � 'i 10 -I In C3 ITT 6 z VT " 6 6 -T N I�N N u) In In V1 c� N oU OR �� N N �� " N 24+00 25-,00 26+00 27+00 28100 29400 30+00 31+00 32+00 33+00 34+00 35+00 36+ 00 37+00 38 + 010 3W PROPOSED R/W, STATEPROXCT NUM9ER NO, NEIL W, & WALANA ULRICH STA. 42+50 - STA.45+50, LF STA. 39+57, (E 2242 CTY. RD. p STA, 46+90, LT. REMOVE EX, 30, awc.p. & 39, PROPOSED RIW, CLEAR LAKE, Vyl 54005 INSTALL 26 L.F. OF 18* CM.CY. PLAN & PROFILE REPLACE WTH 55 LF OF--\ STA- 39+50 - STA. 410+50, LT. W/ 2 EA. A.E.Ws w 30' C.M.0 P. & A S.W�', LT.�aT, SAND SAG C.P. INLET SECTION N SILT ECTON LINE SILT FENCE REQ"D < X SILT FENCE REO'D /Q ROAD SLOPE INTERCEPT z 33, ROW -i 4L25' ROW 3,3' ROW E:R 15 .... �o 41+00 42100 43+� 44+m 45+00 46+00 4 48,00 =oo 5 =+ 17, ---------- 4 1 30, 33' ROW -4— E-4 33' ROW STA. 41+00, RT. z 36' PROPOSED R/W, REMOVE EX. 24' C,M,C.P. & 4 REPLACE WITH 26 L.F.OF F5 STA. 39+00 - STA. 40+00, RT. -I z 1�z z SLOPE INTERCEPT dw MICHAEL CRESS 18' C.WC.P, & 2 EA, A,E,W's w SAND BAG C.P. INLET z mxz X� 2007 280th ST. Uow ao W & 47+30, FIT, a EMERALD, VVI 54012 BRADLEY S. & DENA M, CRESS /ISNT STALL 26 L.F. OF 18' C,M,C.IF 1919 280th ST. W/ 2 EA, A.E.W,', EMERALD, W 54012 SAND BAG C.P. INLET 4fP PROPOSED R/W, Elk 45+50 STA 49,50, RT. EROSION CONTROL NOTE E-MAT DITCH BOTTOMS: 0 STSTA.41+50 - 45+00 RT. TYPE 1, CLASS D STAL 48+00 - 54+00 LF/RF rYPE fl. CLASS 8 CL CL UD CTH P exx ON i 0 1290 COW POINT ELEV 1239.05 CO LOW POINT-_STA-- '!404:1-4.48 1290 HIGH POINT ELEV 1248.70 P�A STA = 39+25 HIGH POINT' STA = 46+07�93 CD 1280 PC ELEV 1232.93 30 SCALE PO'l STA 47+50 A.D.- 7.4.8 - 1280 --PM -ELEV 7255�I40` -7- - K = 93.57 7 50 AZ. &96 1270 700.00, vc K = 83.66 OD ------- 1270 LID 750,00' VC v: ILL 1260 0 + + . ..... ... 1260 IL z 1250 > > > M N� 1250 > OL a- 1240 + > 1240 > 1230 SPECIAL DITCH STA-. -39-+'57,- 33� -Rf- -7 -iE 78. > 1230 C� CUT STA. 39+00 s E IN%L- � 1234.40 TO 40+50 RT. SEE STA, 39+57, 33' LT. 1220 cRoss sEc"noNs W. INV.- 1234.00 ........ . O 1220 CD M Ul I` I' N 0 0 0 N n . 0 0 NO 7 ILI r 0 m C5 In I , F C5 IN li � 4 �,6 m,6 '11G C,� "� 19 n n G" aj 0,6 co m 0 0 I` In In 7j In n � n N N N n N N N N 38-00 39+00 40+00 41+00 42+00 43+00 44+ 00 45+00 46j00 47+00 48+00 49+00 --- 50+00 51+00 52 00 0 OL OL co 7t 'IT C) 40 ILL 0 x 12- 06 z cij oa Cj *A, 1270 12610 1250 240 1230 1220 1210 1200 NEIL W. & WALANA ULRICH 31 2242 CTY. RD. P STA, 57+25, q� 10 3 CLEAR LAKE, WI 54005 REMOVE EX, 40' C.M.C.P. & 11 2 REPLACE WITH V7B L.TF. - OF 43' PROPOSED RIW, 57'x3B' C.M.C.P, & KE,'I LT./RT. �RT. SECTION USE STA. 6'25+80.12 STA. 54450 - STA. 59+00, LT. Ct ROAD N-- 422717.3267 E= 655269.0759 SLOPE INTERCEPT SILT FENCE REVS SILT FENCE REQ'D SECTION UNE� 5�36' LL D R A 62+BG 1 2\ +00. 4227173267 LT r 5269 07'5� L '5 U E� SILT FENCE REVS 3 'T ERCEPT 177'52'03' fit c00 2+ 0 57+M 59+0D 5O+N 52-00 -XL 33' ROW SLOPE INTERCEPT Pt- 31+14.35 40' PROPOSED RIW, N= 419552.5577 STA, 53+OG - STA, 58+00, RT. E- 655199.3149 MICHAEL CRESS 2007 280th ST, EMERALD, VA 54012 ED ;Z�ffq I ME3 OEM POINT STA =j57+: PVT STA = 55+75 3M ELEV—IiG4.9 A', = .60 iD8I K = 81.43 SCALE EROSION CONTROL NOTE E-MAI DITCH BOTTOMS: STA. 54+00 - 56+00 RT, TYPE 11, CLASS 5 STA, 58+00 - 62+00 ST. TYPE It. CLASS 8 STA. 63+00 - 68+00 RT, TYPE It, CLASS 9 CTH P STA. 57+05„ 38,0RT. E. INV.=; 1203.00 I STA, 57+45, 42.0"LT W. INV.� 1202,00 " MA STA = 60+25 I%n ELEV 1--121531 A.D. = -0L28 K 3 = 354.33 STATE PROXCT NUMBER SlErT N(L 9 VI PLAN & PROFILE PATRICK & JANET SCEPUREK 2308 CTY. RD. P CLEAR LAKE, 0 54005 SLOPE INTERCEPT 33' ROW 3' ROW EX. 15' C,M.C,P, SLOPE INTERCEPT-/ SAND BAG C.P. INLET DAMD & STELLA BLOMBERG > 1852 ROSS AVE. ST, PAUL, MIN 55119 0 PA STA = vi EcDi- Ab. = I - R4 M CS IS, + + 1 I, uS > > > > 3.9o17. SO NO I > > 101 SCALE 270 260 250 240 230 220 210 200 'o •N 0 _0 c� 0 1) ` IT) m �j m 0 n u� 0 4 �2 C� ci'� 0:: n '3 - In �i :t 6 1�11:6 C6 �o 6 �26 0 N I r m 6 0 C5 N'ti 0 �-4 0 7: o 7: 0- - " N 52+00 53+00 54+00 55+00 56+00 574-00 58t-0o 59+00 60+-00 61+00 62400 63+00 6z 4 00 65+00 56+0 STATE PROJECT NUVBER SR.EET NO. PATR|CK 8c JAN[T SCEPUREh PLAN & PROFILE 2308 CTY RD, P CLEAR LAKE, 00 54005 SLOPE INTERCEPT -SECTION UNE 33' ROW (L ROAD titREPLACE WTH 26 LFOF INSTALL 26 L.F. OF lie' CM,Cp. ag SAND BAG C.P. INLET SAND BAG C.P. INLET 1. IS' CW,C.P. & 2 EA.'A.E,W,'s 15 EROSION L�2�� E—PATmTCH BOTTOMS: oncra+oo—v'+oocrTYPE I.CLASS n C TA p vc A,D. -0,63 1OL-RGALE 1220 In 1210 1190 1190 1180 SO SO 1170 1160 1160 CO DO co co PC RD STATE PROJECT NUMBER No, 37' PROPOSED R/W, 12 STA. 94+00 STA. 95+50, LT. STA, 944so, PATRICK & JANET SCEPUREK PLAN & PROFILE REMOVE EX. 57*x38' C,M,C,P. & REPLACE NTH 54 L.F. OF 2308 CTY. RD. P 57'x3B' C.M.C.P, & A.E.W.'s LT./RT. CLEAR LAKE, W 54005 STA� 101+60, LT. RIPRAP DISCHARGE REMOVE EX. 18' C�WC,N, & w REPLACE NTH 26 L.F.F lz SECTION LINE u 0, z ST sr A A 94+ 94-+ EMOV': REPLACE 7 X3 8 RIPRAP 0 18' C,M�C.P, & 2 EA. AUE:w, <Z w < SAND BAG C.P. INLET SLOPE INTERCEPT ROAD 33' ROW 30' 94+00 95*CO 95+00 97+00 98+00 99,00 —10117— l01+00 ME 103+00 10510 105+00 107+00 r 33" ROW C.P.0 INVERT SAND BAG PSLOPE INTERCEPT SA 0 z CRAIG M. & DIANE K. PAULSON 34' PROPOSED R/W, 3021 POLK/ST. CROIX RD. STA. 94+00 - STA. 95+00, RL CLEAR LAKE, W 54005 EROSION CONTROL NOTE E-MAT DITCH BOTTOMS: i BENCHMARK ___fYAnONJ STA. 96+00 - 98+50 RT. TYPE 1, CLASS B I 6, lZr RTSPOCE IlWoo STA. 98+50 - 103+50 LT./RT. TYPE I, CLASS B CTH P kL- , �TAP GRADING SUk8M/\Rl' C^Y. Cut (computed) 24,800 Ajetnnontfor removed A,C,milling --2,000 Cut = 22.800 Fill (computed, including 1.3 expansion factor) 20.600 Ajuatrnent for removed A.C. nni}|inQ f?OO Waste = 2,000 12+50 12+00 11+50 12�2 212 1215�— 7 122� n 20 tD 1 1+00 ROW 2-W 122S 20 0 122S 10+50 RUN ROW 1225 -20 0 20 4a 10+00 I 122 127 121 14+00 13+50 221 T 220 2 t S 15+90 15+50 15+00 14+50 122. 1220 1216 12x2. 1220 `216 22s 220 216 4'LSCALE 7 7M - 77F 20+50 26+50 26+OD 25+00 24+50 i 255 28+50 1252 RO'eY 2EO QC0 12<5 t/ S�� j j 07 12�6- — Pul 28+00 7d> 24< 27+50 27+00 i2vo 12f,5 ,1252 31 +50 31+35 31+00 30+50 35+00 34+50 RUN -4 152 20 33+OD 32+50 37+00 36+50 36+OD 35+50 2s2 24.R 41+00 40+50 40+00 39+50 1 r,52 4'EALE 20' 67+00 83+50 91+50 R, W- If �Y' 4� ED z 0 0 20 91+00 90+50 90+00 1 I2 ,Cu 94+50 94+00 93+50 93+00 ROW R W N-� z::: 2 92+50 RUN R T. .. .... 40 92+00 RO"A - - —RON —0- diE cU 96+50 96+00 ME= lC4 1 C�l 41 SCALE CAT, Nn 2117 - DUP 109+00 ROW ROW _40 -70 G 20 40 f'o- sI 108+50 ROW ROW ------ so 17 -.0 -20 G 20 < 0 F_ - elo I 108+00 ROW lie. IIFW---- - <tj 20 `Io CT Fo IIFD 107+50 ROW ROW _-A A 0 2G Sp 60 80 107+00 Its, I EG so 106+50 m UNEWR 111+00 110+50 110+40 110+00 109+50 11 4+OD 113+50; 113+00 lime= 112+00 ties I 18 4 4' SCALE at YNp 1N 14 .1-11 - ll.0 C-- STAKES Q�YVLN PLUSH NILN SO'i.. t'CI,MT)0N6, PFRUR'S E,_G.LL OF FLOW I{I- eXISPING GROUND O V —"- — BATTER STAIES N UF-C ITE N'FEUT!`NS UYF'IC=U FRONT ELEVATION WHEN 'XGTING GP=C D SLOS'PS AWAY 'FPC" rli.t.. SLOPE EROSION BALES FOR SHEET FLOW L SLpF t u V, AGTO STAFFS 12 PER 6 ? N A Y 'O" k-- LFt„ H CR ..CI, AdM:1 T ,IF�` n YQiE: n RE P.UF;u Y Y, E YCR OCCUR PROT.-ClIV4 U711. EPO i IJ t FOP rHA'NRL U%IZ. LAP ACT W,HR 4 ST.".AA BALES S TTcua r nIIH n co TAKES, AT b FLJT WtRan,.S, S7!OGFR JS NT5'iTAEUd ,¢UwS CF B--LFS, GENERAL NOTES G ETAIS OF CC' TRJCTR i TFr2.AL5 AFT 401KM` t P,T NOT ON TH.0 CPAIANG PALL C( CPIJ TO TI-P V YI NFNT R LI'.. °,NTQ OF TH-x VT`A,,V F 4NCA 1 CN; N') TR'_ APPUCARE S „C'L PICVISCNS. POTENTIAL SMQ l AREA UFE EPOTtCI4 MAT R 0 dzR OEVt(, AH N G�PECT R `°.Y THE Ft rtrEP, PLAN VIEW FLCn EROSION BALES WHEN ALTERING STAGG4Q Jr NTS wart A CCuFIi- PC , THE DIRECTION OF FLOW sr Ax.gS cRrrTe d+LUSrr w✓,.:aa r .nr,, �I v v � r FRONT ELEVATION ROSION BALES FOR CHANNEL FLOW ..T �fV I BOT TCM E IV "d P r) 94LE SMALL r O CR f N, FCP U'r LC n;W V~ ItLE Ent. F.,• j TYPICAL SFCTI'm SITUATION 1 V SIT,IATION 2 FLAP! VEW SILT FENCE AT MEDIAN SURFACE DRAINS TYPICAL APPLICATION OF SILT FENCE SILT FENCE SILT FENCE TIE BACK r. Y)J Rcn 8Y THr 1 W OF To E NAN W an Ross HE EMM CA Slus-- 0 c< MR AzCIRS FOUR SAYER RAZE ME VENETA NOTES PLAN VEW E A 2E, END V�EVS AMP WE ELEVATION KFAL ENIDWALLS CITVIAl CESTOF UNI: rPcEO ENE IM ACM4 14, PC cwqF RIMS .1 R, FAHVa TO UWA MORE BY RUM QKM CA FNUSTA^.M SPOT PUSS .1"ll IL CN TR Sl_IRMR, TUTLY TORTOR TEO FLATS (541A, UPPEP, A,Q WAL AS WnV NUT ?', MiTPHD 41"1 V�LAIY OR 11 TIT PlA,lS ,O:TART YEVARED UYTH R CtAA91 IH- V-0NAVAST FVTI . L M ..Vuu. MXMTY, PLAN END VIEW GONEQ EID C4 CUTLET END ARIA END ON, �J, ECE SRICR R4 7 SIR AT SMO, TA LONGiFUDEISL SECTfCOI CONCRETE FNDI,ALLT, v Mo. 2 Go Q53 e OCPCA-LYAIVM S�RUMP -1, ,, E SON UA,mn v X, IS,, SAM 800 IND ARA %A ALTERNAl E FOR TYPE ICON T.CNON END SECTION CONNECTOR STRAP wwwD q- CK NO P AR cl, INT A OUll"IN CCIEQCB WA NET UN'Tum EXG US C4 WE NUL, AIE AMP F 0 LEOT11 S or al1TD,lpl , TYPE FM m +May ]a GCFR G'.FE >Mom Ann. m 0KR AR U VRIIIIl OU - - ___ , ,a , R Li. 70 BE RIARE TO' ROD H:LM KANUED LE!' TN TYPE 2 FOR N_ wu 51 QI pl, UI1111,, __ MR 0 u ATS CC ,, DR, SEE ;S-, RUUD NIMIn TO RE AATCRO FOR AT SCLUD ACTiTY� p4M U ETZS URvi TYPE 3 HFIZ-AIIJ U-NCI UD OR COIP�'�AUD Ut:RS, PAINS .. ....... ... . 2 N E_ - __ - -l" R, P Y mll� I RICE TED RY Ul TED AT L 7A,RC5 IS- c.c T CA IT-' T 01- U111-MAT TYPE 5 hp"E FC% 1-1 SDA cllPATTl CRuIR PH NOT Z colm ECOND No OAR cw!x cp 00CAU ,C CSPTt:ETME LIVA TIPF Y.AE ETPOS EAQ BAY F, UAI WYN NVITALLY commuo p-V 11,1 CCm_UITC PIT 1,C 'Vu cll',to T3 OR I AS DRUM'. R Amm" muzym PH UST VARL OYARn ETA& LOU A TOY I`,C_'Ll Y IM RE c F�j _`lI[P[ "'Ai, cHFYIlAYIA AT CRT'. P'D LOT V=U t I?= M+ A I= 5 L 2 SIT O. CONNECTMN DETATS OMT U 5 CAR HEM CA mov Im. UP, W. AlAUD ZVI-wAIL.IT D, X MOP�' T� I GA�I. STUL DRY 0,071,' TR � I SOV, MPSD SITE, Q'UP SITE, AM 'AM 10 "BPI Am, LA To so SEVIUI V.', x V,- GY R S I YR ER IM BDOC"ELD PIVz TS ASKED AT 5 02 OAR - LOAN Cr PASV ROD- L 2-4_ 0,- , I I,.- q : UD CuMn H THE, SAYFUL SAM WE OF AR IL NUT ."wam YCO, canswk n'l q7PULED HUGLY ATIND CA 1A. A C44 Zwwls MOT 'SIOP, MD PPNTA j_ , Y� , -M SECTON A -A GENERAL NOTES RUTS OF MOrTFUTM, ..'TEA'ALS AID RRINPIRP NOO SRUN R4 MV RASE MI,CNA 10 RE PHTONPO PUI�MYNM U TI-f 5711.DEED 5PI AND Mx AMLKAVJ SF A PTOASI'CNS, CC MOOR? PAWALLP IJ.Y NU H USED ABH CAfO,,DEE ,UEL M ALift COTAIR PTE CA A5E T 2 G-'LVRU'[D RUL U Aw", INVAUVALL w"my BE Numm IN M"NT PIE Of 76 S 0 OCTAL ALI IWE ONE STU AMU' UMNAUS Fn EW TVUUR PH ADD LAMAR MAU NATE MSN' SCES AIC OJDR CUTER A -REM- ALL ONE PAN MOW AARTI PIC"M5 fQ ET DANKUP PH ARE L=nA n= WAR, 0=5 VMS 90 OAV CUTER P"RA, 70 WON NARRA' U`nS S.. RE METRO, WAY, 20 KPUNT C, To RAF 11 REAL LAS ` SIIT.L R DTYAY X-hUT By ULUNQED P,US PR BATE FOP ARM MIM A'C ALSYRUIS P"UrS AQ ROOD FOR LUNII LNITS. TOP OE FW TPANUM 9V EVARJUM A P.MILL SCEV TIE F-ARTM CENT AND SOME PA MART SWk R "ATKA AT NMnM W TH UlVAYZED SWEL BE AWY%M SLUEAR AMU& WE ANCLES WAL RE ArTACHET, BY U4tVT4EfD PUTS AM VMS RR STER J. PC 4001:1A IFRO FAa HLTS FOD LER,F_. U'XS W45 T" OR VUQ P.. s MO MAN, can" VE 1 0 "A UNT TO RED MKk REY 0XL BE 5TU-IRED TAY A NUA-AE RFF,NF To PAUL A VNWYA CF 6 %CPR', UItUPT ANTON FFM,,AUV. 01R, 1H Sl,'PS Ll TO SO ClAYEATI, A 20' TERLED ElNl TAPP ET Ui" WAM BF STEEL RD `UJQ=RO RE RUM A-.. STAL 8 f 1 11