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Home My WebLink About2009 D.pdfINDEX OF SHEETS SHEET NO. 1 TITLE SHEET N0. 2 TYPICAL SECTIONS AND QUANTITIES SHEET NO, 3-4 EROSION CONTROL PLAN SHEET NO. 5-8 PLAN AND PROFILE SHEET NO. 9-14 CROSS SECTIONS TOTAL SHEETS = 14 DESIGN DESIGNATI❑N A,D,T, 2004 = 930 A,D,T, 2024 = X D.H,V. 2024 = X D, = 50/50 TXX OF A.D.T,) = 10% V, = 55 MPH ESAL, _ C❑NVENTI❑NAL COMBUSTIBLE FLUIDS (UNDER PRESSURE) UNDER GROUND UTILITIES GAS ELECTRIC TELEPHONE SERVICE PEDESTAL CABLE MARKER POWER POLE TELEPHONE RAILROADS MARSH WOODED AREA RIGHT-OF-WAY MARKERS OVER HEAD LINES FENCE LINE COUNTY LINE CORPORATE LIMITS PROPERTY LINE LOT LINE SIGNS CAUTIO LIMITED HIGHWAY EASEMENT EXISTING RIGHT OF WAY NEW RIGHT OF WAY REFERENCE LINE SLOPE INTERCEPT ORIGINAL GROUND PROFILE O.H. EXISTING ROADWAY OR PRIVATE ENT. - - - CULVERT HO IGHWAY DEPARTMENT ALDWIN O ■OA;l (260th St. — 270th St.) C.T.H. D ST. CROIX COUNTY COUNTY PROJECT NUMBER 70.09 D TAL PROJECT DESCRIPTION NUMBERSHEE 1 14 CTH "D" (260th St. — 270th St.) CONSTRUCTION PROJECT NUMBER 70.09D YEAR OF CONSTRUCTION 2009 UTILITIES DIGGERS HOTLINE TELE. 1-800-242-8511 STA. 10+30 GRAPHIC SCALE 0 200o a000 ( IN FEET ) CO❑RDINATES ON THIS PLAN ARE REFERENCED TO ST, CROIX COUNTY COORDINATES SYSTEM BALDWIN TELCOM 930 Maple Street Baldwin, W1. 54002 TEL. (715)- 684-3346 ATTN. Ken Carlsrud Cell (715)-760-0966 ST, CROIX ELECTRIC CO -DP 1925 RIDGE WAY ST. HAMMOND, WIS, 54015 TELE, (715)-796-7000 ATTN. Stan Hlgby Cell (715)-781-2296 WE ENERGY 1921 8th St. Wlsconsln Raplds, WI. 54494 TEL, <715)-423-2800 ATTN, Toro Krostag TOWN OF BALDWIN 2399 90th Ave Baldwin, WI. 54002 TEL. 715-698-2818 ATTN. Joseph Hurtgen (Chairman) ST. CROIX COUNTY HWY. DPT. P.O. BOX 108 1150 DAMS ST. HAMMOND, WIS, 54015 TEL (715)-796-2227 ATTN. PM RAMBERG, HWY. COMMISSIONER ❑RIGINAL PLANS PREPARED BY ST, CR❑IX C❑UNTY HIGHWAY DEPT, SIGNATURE ST. CROIX COUNTY REVISION HIGHWAY DEPARTMENT DATE PREPARED BY SURVEYOR FRAN BLESKACEK RLS DESIGNER JEFFREY S DURKEEDRAFTED CULVERT REQUIRED 0 c=J DRAFTBY JAMES W. KRIZAN TOTAL NET LENGTH OF CENTERLINE = 0,8087 MI, CHECKED BY TIM RAMBERG CULVERT REQUIRED PROFILE Q ❑ COUNTY HWY COMMISSIONER SIGNATURE ST. CROIX COUNTY REVISION HIGHWAY DEPARTMENT DATE PREPARED BY SURVEYOR FRAN BLESKACEK RLS DESIGNER JEFFREY S DURKEEDRAFTED CULVERT REQUIRED 0 c=J DRAFTBY JAMES W. KRIZAN TOTAL NET LENGTH OF CENTERLINE = 0,8087 MI, CHECKED BY TIM RAMBERG CULVERT REQUIRED PROFILE Q ❑ COUNTY HWY COMMISSIONER EXISTING RIGHT-OF-WAY VARIABLE 48' SUB GRADE i 42' TOP OF SAND 4" TOPSOIL, SEED & MULCH 38' TOP OF BASE COURSE — 35' POINT REFERRED TO ON PROFILE NOTE: 0.5' MINIMUM DEPT OF DITCH UNLESS DETERMINED OTHERWISE BY ENGINEER 0.o2'/FT. 0.80' 1.603,18' 4" TOPSOIL 3" ASPHALTIC CONC. PAVT. TYPE E1 � � Mq 6" CRUSHED AGG. BASE & 2" RECYCLE y 12" DEPTH GRANULAR SUBBASE TYPICAL FINISHED SECTION RECONSTRUCTION TOPSOIL &MULCH & FERTILZER CTH D (STA. 10+30 - 53+00) VARIABLE O.A2'/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 TYPICAL SECTION FOR PRIVATE DRIVES AND FIELD ENTRANCES SEED &FERTILIZER SALVAGED TOPSOIL &MULCH GENERAL NOTES 'l--• �r�t � �a 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 UTILJTY 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. COUNTY PROJECT NUMBER 70.09D CTH D TYPICAL SECTIONS SHEET N0. 20F14 STA. 10+30 — 53+00 MATERIAL YARDAGE SUMMARY Lod 7,125 C.Y. UNCLASSIFIED (BALANCES) 8,900 C.Y. GRANULAR SAND TRUCK MEASURED 4,100 C.Y. CRUSHED AGG. (TRUCK MEASURED)NN 1,400 C.Y. RECYCLED (TRUCK MEASURED) X,XXX TON ASPHALTIC BIT. PAVEMENT LOAD SPREAD (CONSTRUCTION) C7) O O STA" 10+30 49.5'RW BEGIN PROJECT EXISTING 33'RW NOTE: SAWCUT PAVEMENT T-PED - � PEDEXISTING MATCH EXISTING GRADE EXISTING CENTERLINE 0D S 87'1T20.8" E 0 II 200.00 FT II P/P ° T-PED - - in 33'RW EXISTING m SCALE_ 0 150' EXISTING CENTERLINE SLOPE INTERCEPT - EXISTING SCALE 0 50' 100' 150' NOTE EXACT LOCATION OF EROSION CONTROL ITEMS TO BE DECIDED IN FIELD BY ENGINEER. ALL DISTURBED AREA'S TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH. 49.5'RW PROPOSED COUNTY PROJECT NUMBER SHEET NO. 70.09D (Reconstruction) 3 OF 14 EROSION CONTROL PLAN 49.5'RW EXISTING p 33'RW SLOPE INTERCEPT _Pg9P EXISTING -PED _ SLOPE INTERCEPT ri F07Fj _ - �T - _•-•-•- - n -M-%-11� K •••1{�yL .. II�1� •• •• W. •• f1�R : 1F� ' P/P SLOPE INTERCEPT P ® RIP RAP �= SIL.T FENCE, PRECONSTRUCTION INSTALLATION 33'RW IXISTING P/P SLOPE INTERCEPT AN olp SLOPE SEDIMENTATION LOG CLASS 11, TYPE B COCONUT MAT NOTE EXACT LOCATION OF EROSION CONTROL ITEMS TO BE DECIDED IN FIELD BY ENGINEER, ALL DISTURBED AREA'S TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH. ® RIP RAP --- SILT FENCE, PRECONSTRUCTION INSTALLATION 49.5'RW EXISTING 33'RW IXIS•fING 49.5'RW PROPOSED 33'RW EXISTING EXISTING CENTERLINE _ P SLOPE INTERCEPT EROSION MAT, CLASS 1, TYPE B Em SEDIMENTATION LOG CLASS II, TYPE B COCONUT MAT NOTE: UTILITIES NOT SHOWN CAUTION ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION 49.5'RW EXISTING SLOPE INTERCEPT -- 1 U " P/P 33'RW w EXISTING n, 50'RW EXISTING NOTE: UTILITIES NOT SHOWN AVTTON ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION SLOPE INTERCEPT /� fl 8 33'RW y EXISTING n. SCALE 0 50' 100, 150' EXOISTRING EXISTING CENTERLINE 50'RW E�XIS—TIN7G EXISTING CENTERLINE I I SLOPE INTERCEPT 50'RW EXISTING p/P OPE INTERCEPT NOTE EXACT LOCATION OF EROSION CONTROL ITEMS TO BE DECIDED IN FIELD BY ENGINEER. ALL DISTURBED AREA'S TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH. T 50'RW PROPOSED 331RW EXISTING SLOPE INTERCEPT EROSION MAT, CLASS 1, TYPE B RIP RAP Em SEDIMENTATION LOG 10 -■ # SILT FENCE, PRECONSTRUCTION INSTALLATION CLASS II, TYPE B COCONUT MAT NOTE EXACT LOCATION OF EROSION CONTROL ITEMS TO BE DECIDED IN FIELD BY ENGINEER. ALL DISTURBED AREA'S TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH. L P/P L—J SLOPE INTERCEPT 33'RW EXISTING SCALE 0 100' STA. 53+00 END PROJECT NOTE: SAWCUT PAVEMENT MATCH EXISTING GRADE RIP RAP 0 SILT FENCE, PRECONSTRUCTION INSTALLATION (7Q EROSION MAT, CLASS 1, TYPE B ® SEDIMENTATION LOG CLASS II, TYPE B COCONUT MAT EXISTING CENTERLINE 33'RW EXISTING 50'RW EXISTING v COUNTY PROJECT NUMBER ISHEET NO. 70.09D (Reconstruction) 4 OF 14 EROSION CONTROL PLAN 50' RW EXISTING P SLOPE INTERCEPT NOTE: UTILITIES NOT SHOWN civT[ox ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION NOTE: UTILITIES NOT SHOWN c�vTwx ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION PI Stu = 10+00.00 BOP = 8+00,00 N = 342341.32 N = 342350.78 E = 634950.58 E = 634750.80 1 = 00'04'59.7"L STA. 10+30 BEGIN PROJECT 49.51RW JrPEX) l I NOTE: SAWCUT PAVEMENT EXISTING 'PEDEXISTING MATCH EXISTING GRADE • IF•yt M--K 11-N.-IFS M -1� I[ CIF- x --"--- SCALE 0 51; 100, 150' LUCKWALDT AGRICULTURE INC 2606 CTY RD D WOODVILLE, WI 54028 Tel. (715)-698-3240 Uzz pp rn L p/P PL /P P/P —PED 330RW T—PED EXISTING 50'RW PROPOSED Note+ Relocate fence 51' from CL �r- DANIEL M & MARY A LUCKWALDT 2609 CTY RD D WO )MALLE, WI 54028 Tel. (715)-698-3240 sr� _ 1s�zs.ao EL _ 124 .7S SW — SW SECTION 24 T29N R16W 49.5'RW� • � 33'RW PROPOSED EXISTINCL T—PED STA. 1! REMOVE 15+40 RT, Aggr. PE INSTALL IP REQUIRED .. Pat LLUMIN12 NW — NW SECTION 25 T29N R16W II II II II — II P/P COUNTY PROJECT NUMBER SHEET NO, 70.09D (Reconstruction) 5 OF 14 PLAN AND PROFILE 49.5'RW EXISTING N !lp//p 33'RW .�j EXISTING 50'RW PROPOSED Notel Relocate fence 51' from CL NOTE: UTILITIES NOT SHOWN CAUT[ON ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION 1245 q = 3.547[ _v - 1245 $C JRVE LEN = 450.00 qR K = 81.88 59 n $ n E=3.09 + I9 1240 " n N 8 8 is 1240 Nd + � d _ " 1 1235 235 1230 u n 1230 CO 1225 coALUMINIZED IPE , 1225 1220 1215 1210 1205 VPI EL � 1229.50 q1 - .981i WRVS N = 20f K 99 80 BEG�N PROJECT NOTE: AWCUT P VEMENT N N NN NN Mr7 MM MM MM MM MM 1�Ih MM MM MM MM MM 1�M MM MM NM NM N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 1220 1215 1210 205 O � Oi O N N �0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+0C ?0+00 21+00 22+01 �a SE —SW SECTION 24 T29N R16W LUCKWALDT AGRICULTER INC 2606 CTY RD D WOODVILLE, WI 54028 Tel. (715)-698-3240 33'RW 49.5'RW EXISTING T REQUIRED . ' • • EXISTING NO CMPMatch grade 33' Lt. ZAIS IS87'22'20.8' E ro a I�--s:d'= ' 2679,57 FT —'GRc' -3i8F- 0 g II i"-� " N PROPOSED i m DANIEL M & MARY A LUCKWALDT 2609 CTY RD D WOODVILLE, WI 54028 Tel. (715)-698-3240 SCALE 0 50' 100, 150' pF +pp +0 P/P T—PED INSTALL 60' X 24 y10F KEVIN WOOTTEN 2631 CTY RD D WOODVILLE, WI 54028 Tel. (715)-698-2031 pip / LP EXISTING WO P/ TING GRAIG & LORIA RASMUSSEN 2637 CTY' RD D WOODVILLE, WI 54028 Tel. (715)-698-4155 NE —NW SECTION 25 T29N R16W 49.5'RW PROPOSED 33'RW EXISTING PROPOSED :.; �: UTILITIES NOT SHOWr ON PLANS CAUTION FIELD LOCATE PRIOR Tr' CONSTRUCTION NIP STA. 34+19 RT. Aggr. PE REMOVE EXISTING CMP INSTALL 30' X 18" CMP WITH END SECTIONS COUNTY PROJECT NUMBER 70.09D (Reconstruction) PLAN AND PROFILE 49.5'RW EXISTING 50'RW EXLSTING �PED N � 342218.47 SHEET NC 6 OF 14 E 837827.33 Ln n z C Z m PETER & JENNIFER .�tRDAN 2643 CTY RD D WOODVILLE, WI 54028 Tel. (715)-698-4147 1250 1250 8 1245 8 8 1245 1240 8 v 0 d 1240 + _ 1235 d " ` 1235 1230 0. 6x / 1230 ALUIMINI 1220 PIP MINIZED PI uPl sr - sz+oa VPI 0. 1230.00 q2 � 1 7X 1225 1220 1215 1210 1210 Vi o of o ai vi of of of vi of ai of of of of vi of o Co o vi o of . o cV ri tf ui co vi co co N lh N f'] NN NN NN NN NN eq NN NN N N N MN I")N I'7N MM M ) M P7 1'7 17M I'7 17 17 17 n N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N COUNTY PROJECT NUMBER SHEET NO, PAUL J & ROXANNE M WAKEEN SEC 24 T29N R16W SW SE 70.09D (Reconstruction) 7 OF 14 STA, 39+00-41+50 LT, 2660 CTY RD D Grade backslope to provide WOODVILLE, WI 54028 PI sta - 38+7s.57 N - 342218.47 moveable maintenance Tel (715)-698-2622 PLAN AND PROFILE E = 637627.33 100'04.49.1•L • • • .REMOVENOTE: EXISTING OLD ABANDONED FENCES TO BE �i — AND DISPOSED OF AT THE 50'RW Match grade 50' Lt. r REMOVED • DEPARTMENT PROPOSED M 50'RW M _ r DISCRETION EXISTING ISTN EXIG m r n 8 + e � a II 8 H 8 T—PED /Lj �///T 8 S $ 2888 990 FT E P/P CMP REQUIRED'RWLl 33NO P P \-T—PED • • . • NO • N • • 50'RW EXISTING 0 _ / 0 � • • ; N • INSTALL• • •• PROPOSED • • m 50'RW ' ' PIPECONSTRUCT'• A EXISTI • • ;a ••REQUIRED �( • • CMP . - .ltf•--y .; ' • INSTALL SECTIONSWITH END r •• "Match grade 50' Rt. M z Eliminate field A access from private Wa ROLLAND J & VERENA H(LE) LORENTSON NOTE: UTILITIES NOT SHOWN DARCY E HAGENSON SCALE 2671 CTY RD D ON PLANS 2671 CTY RD D WOODVILLE, WI 54028 sox FIELD LOCATE PRIOR TO WOODVILLE, WI 54028 Tel (715)-698-2789 CONSTRUCTION Tel (715)-698-3810 NW —NE SECTION 25 T29N R16W 0 50' 100' 150' VP1 5T = 48+75. VP1al 57.20 1260 =L .44% 1260 q2 3.13X CURVE LEN = 550. K = 8 73 1255 E = 4. 2 1255 8 8� 8 g 1250 1250 8888 <d u 1245LA VPI STA 37+50.04 8 /� C4 1245 _ q1 = 1. 17X NN n q2 = 26X d GI CURVE 300.0 1240 K ' 19 .73 N = = 1240 n 1 � —0. 26X 1235 1235 8 ALUMINIZED PIP - 1230 so 1230 N � N p N ` d H A VPI STA 42+50.011 1225 VPI EL 1235.70 1225 a a U g q2 - 3 44% CURVE - 300. K 51.06 1220 E ' 1.29 1220 O) d co 0) to PO r� O 00 O O 10 0 0) co O in 00 IM d .- 0) (0 (0 N O M 0) 0 ao c0 r�) K) in n M O r� OD U) toco O co co a) M � CD c0 (0 !0 N M N O c� 7 a0 itc0 O N O a0 N N OD n M 07 r� N M O cA OR 11) OD N Oa to OD U) d* N O O O N Uj c0 u7 c0 w r� c0 r� 0 I� <0 c0 cD c0 c0 cri cp � c0 � w It r U7 00 U) ON r� 00 It N t` n C1i 0) O O N N N M cV M N M n N O nK) MK) MM if) K) N) K) K) K) MrM PO to MM MM MM to MM w) to n 9* �d �q* V)U7 11)in to LOU) cAu) In u)cO 1Ain LOU7 1215NN NN NN_ NN N_N NN N_N_ NN NN NN NN N_N NN N__N NN . r- NN NN _N N_ NN NN NN N N1215 .- _N_N _NN_ _NN r- _NN _4 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 COUNTY PROJECT NUMBER IIIIIIII SHEET NO, STEVEN & MARGERY KOSCH 70.09D (Reconstruction) 8 OF 14 2684 CITY RD D WOODVILLE, WI 54028 SEC 24 T29N R16W SE SE PLAN AND PROFILE Tel (715)-698-3542 REMOVE EXISTING CMP * mt WITH END SECTIONS 5VIRW STA. 53+00 I Z NG IL I 1=I_Tr Iao `� ,.,r> END PROJECT=11I=f�jl_ �' `� $ y ' SAWCUT PAVEMENT MATCH EXISTING GRADE - fitNOTE: = I11=�Ii' III IIILII�,T NOTE: OLD ABANDONED FENCES TO BE - N =1I1=1II�II III II,; II1=1 DISPOSED OF AT THE 8 O- r s ..'xn.' .. O ii•• C O + OO 8 PED n—� IIV EXISTING PIA.q Ai - K � � &IWG EMS LUCKWALDT AGRICULTURE INC NOTE: UTILITIES NOT SHOWN SCALE 2606 CTY RD D ON PLANS WOODVILLE, WI 54028 etr�ox FIELD LOCATE PRIOR TO Tel (715)-698-3240 CONSTRUCTION 0 50' 100' 150' NE -NE SECTION 25 T29N R16W 1260 1260 1255 1255 g � TA. 5 +00 2 EI D PROJECT 1250 1250 N d 01 oe NU MA L: SUM CH EXIST11 7wmhr G GRADE g w 1245 w 1245 VPI 4 TA 48+7 .DO VPI E L 1257.2 e g1 = 3.44X + 1240 g2 -3.13% 1 \ 1240 K = 93.73 d E = .52 g 1235 1235 \ 1230 1230 1225 1225 1220 1220 u) M (p (p O a7 M O IM In Imo (o p) O O (\1 (O In O O� tT 0) N to O I'i N O 00 r f` M M o cD CV 00 to � � u7 to I lit � � � d- d fi M1 r7 N 1215� N N NN N_N_ N_ N N N 1215 _N_N _NN_ 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00