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HomeMy WebLinkAbout2010 70.10.pdfNDEX OF SHEETS SHEET N0. 1 TITLE SHEET N0. 2 TYPICAL SECTIONS &QUANTITIES SHEET N0. 3 EROSION CONTROL PLAN SHEET N0. 4-6 PLAN AND PROFILE SHEET N0. 7-12 CROSS SECTIONS TOTAL SHEETS = 12 C❑NVENTI❑NAL SIGN COMBUSTIBLE FLUIDS CAUTION (UNDER PRESSURE) UNDER GROUND UTILITIES GAS G ELECTRIC E TELEPHONE T SERVICE PEDESTAL CABLE MARKER I11' POWER POLE U TELEPHONE f2l RAILROADS � 1I 1� 11 MARSH '^�`�''��'�'1` '�` WOODED AREA ��,�..� RIGHT-OF-WAY � i � � MARKERS OVER HEAD LINES O.H. FENCE LINE - �' X COUNTY LINE CORPORATE LIMITS ������������� PROPERTY LINE ' LOT LINE LIMITED HIOHWAY EASEMENT - EXISTING RIGHT OF WAY - - NEW RIGhiT OF WAY REFERENCE LINE SLOPE INTERCEPT � ' �� Ii ORIGINAL GROUND PROFILE �' EXISTING ROADWAY OR PRIVATE ENT. CULVERT IN PLACE C = � CULVERT REQUIRED © � CULVERT REQUIRED PROFILE � ❑ i ST. CROIX (;OUNTY HIGHWAY DEPARTMENT PLAN OF PROPOSED IMPROVEMENT RECONSTRUCTION \ CTH "W" and 9 75th AVE. �f ��`� TOWN OF SPRINGFIELD Cj �l/ COUNfY PR07ECT NU]dBER 70.10W ��_� R-15—W ST, CROIX C[]. lson LAY OUT GRAPxIc scnl,E 2000 4000 ( IN FEET ) END • RE ONSTRUCTION PROJECT STA. 4 +00 END DECONSTRUCTION PROJECT STA. 03+00 on 175th Ave. th Ave, 3E IN ECONSTRUCTION PROJECT STA. 2 +00 PROJECT DESCRIPTION 1 12 CTH "W" and 75th Ave. Reconstruction CONSTRUCTION PROJECT NUMBER _ 70.10W YEAR OF CONSTRUCTION 2010 UTILITIES DIGGERS HOTLINE TELE. 1-800-242-8511 T❑WN ❑F SPRINGFIELD 856 310th ST, GLENWDDD CITY, WISC� 54013 TEL,C715)-772-4227 ATTN. BILL REUSCH, CHAIRMAN ST• CR❑IX ELECTRIC C❑-OP 1925 RIDGEWAY ST, HAMMDND, WIS. 54015 TELEX C715)-796-7000 ATTN STAN HIGBY WE ENERGY CWISC❑NSIN GAS CO•) 1921 8TH ST, SOUTH WISCDNSIN RAPIDS, WI 54494 TEL,C715) 421-7259 ATTN, TDM KRDSTAG � WEST WISC❑NSIN TELC❑M• P❑ BMX 115 DDWNSVILLE, WIS, 54735 TEL. (715)-231-0504 ATTN, TOM DAVEY ST. CROIX COUNTY HWY. DPT. P.O. BOX 108 1150 DAMS ST. T-29—N HAMMOND, WIS. 54015 TEL. (715)-796-2227 ATTN. TIM RAMBERG, HWY. COMMISSIONER ��� 0 i 2p11 ST GROIX COUNTY — HIGHWAY [7EPT. ��- T❑TAL NET LENGTH ❑F CENTERLINE = 0,32 MI, C❑❑RDINATES ❑N THIS PLAN ARE REFERENCED T❑ ST, CR❑IX COUNTY COORDINATES SYSTEM RENSION DATE ❑RIGINAL PLANS PREPARED BY ST, CROIX COUNTY HIGHWAY DEPT DATE SIGNATURE ST. CROIX COUNTY HIGHWAY DEPARTMENT PREPARED BY SURVEYOR FRANGIS W. BLFc_KAGEK RLS DESIGNER JEFFREY S. DURKEE P.E. DRAFTED BY Tnnn e, RcHNELT CHECKED BY TIM RAMBERG COUNTY HWY. COMMISSIONER .� O c� O J �� i r 4" TOPSOIL, SEED &MULCH EXISi1NG RIGHT-OF-WAY VARIABLE 42' SUB GRADE 36' TOP �OF SAND 32' TOP OF BASE COURSE — i 30' POINT REFERRED TO ON PROFILE NOTE: 0.5' MINIMUM DEPT OF DITCH UNLESS DETERMINED OTHERWISE BY ENGINEER TYPI 0.02'/FT. FINISHED SECTION CTH W (STA. 27+00 — 0.80' 1.60' 3.18' 4" TOPSOIL, Si ED & MUD64WES. 3" ASPHALTIC CONC. PAV'T. TYPE E1 � ,� 6" CRUSHED AGG. BASE & 2" RECYCLE AF 12" DEPTH GRANULAR SUBBASE ] 44+00) N LVAGED TOPSOIL &MULCH i SEEO &FERTILIZER -- SEED &FERTILIZER VARIABLE 12' MIN. 24' MAX. SALVAGED TOPSOIL & MULCH 7 AO - 2.1' 0,02'/FT. O.D2'/FT. a1 3� 3;1 6" CRUSHED AGG. BASE NOTE: 2" ASPHALTIC CONCRETE PAVEMENT, TYPE MV ON EXISTING PAVED DRNEWAYS ONLY. USE 6" TOTAL DEPTH CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE TYPICAL SECTION FOR PRIVATE DRIVES AND FIELD ENTRANCES MATERIAL YARDAGE SUMMARY 3,500 C.Y. GRANULAR SAND (TRUCK MEASURED) 2,260 TON AGG, BASE COURSE 460 C.Y. RECYCLE (TRUCK MEASURED).Y 4,880 C. RAW CUT VOLUME 6,450 C.Y. RAW FILL VOLUME 1,570 C.Y. BORROWED VOLUME NEEDED CULVERT SCHEDULE STA. LOCATION LENGTH SIZE END WALLS 32+30 RT, 1-48'x18' 2 32+51 LT, 1-26'x18' 2 39+30 CenterUne 1-921X24&ALUM. 2 41+65 LT. 1-26'x 8' 2 42+10 RT. - 2 LOAD SPREAD 75th AVE. GRANULAR SAND (12") 157 C.Y. per 100 Ft. or 1.57 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 7.6 Ft. Quad axle 16 C.Y. = 10.2 Ft, AGGREGATE BASE COURSE 6" 71 C.Y. per 100 Ft. or 0.71 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 16.9 Ft. Quad axle 16 C.Y. = 22.5 Ft. (0� T 4". TOPSOIL -SEED &MULCH NOTE: 2' MINIMUM DEPT OF DITCH UNLESS DETERMINED OTHERWISE BY ENGINEER COUNTY PROJECT NUMBER SHE 70.10W C TH W TYPICAL SECTIONS CULVERT SCHEDULE LOAD SPREAD CTH "1M1r" GRANULAR SAND (12") 180 C.Y. per 100 Ft. or 1.80 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 6.70 Ft. Quad axle 16 C.Y. = 8.90 Ft. AGGREGATE BASE COURSE 6" 81 C.Y.per 100 Ft. or 0.81 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 14.80 Ft. Quad axle 16 C.Y.) = 19.80 Ft. RECYCLE 2" 27 C.Y.per 100 Ft. or 0.27 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 45 Ft. Quad axle 16 C.Y. = 60 Ft. EXISTING 66" RIGHT-OF- 38SUB i GRADE 31' TOP OF SAND 1 28' TOP OF i ASE WWI2I6' 0.02' FT. POINT REFERRED TO ON PROFLE 3,• 1 20F12 4" TOPSOIL -SEED &MULCH ?.5,7 3" ASPHALTIC CONC. PAV'T. TYPE E-1 Mql- 6" CRUSHED AGG, BASE I 12" DEPTH GRANULAR SUBBASE From suitable cut material TYPICAL FINISHED SECTION 75th Ave. TOWN OF SPRINGFIELD (STA. 100+00 — 103+00) LOAD SPREAD 75th AVE. GRANULAR SAND (12") 157 C.Y. per 100 Ft. or 1.57 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 7.6 Ft. Quad axle 16 C.Y. = 10.2 Ft, AGGREGATE BASE COURSE 6" 71 C.Y. per 100 Ft. or 0.71 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 16.9 Ft. Quad axle 16 C.Y. = 22.5 Ft. (0� T 4". TOPSOIL -SEED &MULCH NOTE: 2' MINIMUM DEPT OF DITCH UNLESS DETERMINED OTHERWISE BY ENGINEER COUNTY PROJECT NUMBER SHE 70.10W C TH W TYPICAL SECTIONS CULVERT SCHEDULE LOAD SPREAD CTH "1M1r" GRANULAR SAND (12") 180 C.Y. per 100 Ft. or 1.80 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 6.70 Ft. Quad axle 16 C.Y. = 8.90 Ft. AGGREGATE BASE COURSE 6" 81 C.Y.per 100 Ft. or 0.81 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 14.80 Ft. Quad axle 16 C.Y.) = 19.80 Ft. RECYCLE 2" 27 C.Y.per 100 Ft. or 0.27 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 45 Ft. Quad axle 16 C.Y. = 60 Ft. EXISTING 66" RIGHT-OF- 38SUB i GRADE 31' TOP OF SAND 1 28' TOP OF i ASE WWI2I6' 0.02' FT. POINT REFERRED TO ON PROFLE 3,• 1 20F12 4" TOPSOIL -SEED &MULCH ?.5,7 3" ASPHALTIC CONC. PAV'T. TYPE E-1 Mql- 6" CRUSHED AGG, BASE I 12" DEPTH GRANULAR SUBBASE From suitable cut material TYPICAL FINISHED SECTION 75th Ave. TOWN OF SPRINGFIELD (STA. 100+00 — 103+00) (0� T 4". TOPSOIL -SEED &MULCH NOTE: 2' MINIMUM DEPT OF DITCH UNLESS DETERMINED OTHERWISE BY ENGINEER COUNTY PROJECT NUMBER SHE 70.10W C TH W TYPICAL SECTIONS CULVERT SCHEDULE LOAD SPREAD CTH "1M1r" GRANULAR SAND (12") 180 C.Y. per 100 Ft. or 1.80 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 6.70 Ft. Quad axle 16 C.Y. = 8.90 Ft. AGGREGATE BASE COURSE 6" 81 C.Y.per 100 Ft. or 0.81 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 14.80 Ft. Quad axle 16 C.Y.) = 19.80 Ft. RECYCLE 2" 27 C.Y.per 100 Ft. or 0.27 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 45 Ft. Quad axle 16 C.Y. = 60 Ft. EXISTING 66" RIGHT-OF- 38SUB i GRADE 31' TOP OF SAND 1 28' TOP OF i ASE WWI2I6' 0.02' FT. POINT REFERRED TO ON PROFLE 3,• 1 20F12 4" TOPSOIL -SEED &MULCH ?.5,7 3" ASPHALTIC CONC. PAV'T. TYPE E-1 Mql- 6" CRUSHED AGG, BASE I 12" DEPTH GRANULAR SUBBASE From suitable cut material TYPICAL FINISHED SECTION 75th Ave. TOWN OF SPRINGFIELD (STA. 100+00 — 103+00) 4". TOPSOIL -SEED &MULCH NOTE: 2' MINIMUM DEPT OF DITCH UNLESS DETERMINED OTHERWISE BY ENGINEER COUNTY PROJECT NUMBER SHE 70.10W C TH W TYPICAL SECTIONS CULVERT SCHEDULE LOAD SPREAD CTH "1M1r" GRANULAR SAND (12") 180 C.Y. per 100 Ft. or 1.80 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 6.70 Ft. Quad axle 16 C.Y. = 8.90 Ft. AGGREGATE BASE COURSE 6" 81 C.Y.per 100 Ft. or 0.81 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 14.80 Ft. Quad axle 16 C.Y.) = 19.80 Ft. RECYCLE 2" 27 C.Y.per 100 Ft. or 0.27 C.Y. per 1 Ft. Tri axle (12 C.Y.) = 45 Ft. Quad axle 16 C.Y. = 60 Ft. EXISTING 66" RIGHT-OF- 38SUB i GRADE 31' TOP OF SAND 1 28' TOP OF i ASE WWI2I6' 0.02' FT. POINT REFERRED TO ON PROFLE 3,• 1 20F12 4" TOPSOIL -SEED &MULCH ?.5,7 3" ASPHALTIC CONC. PAV'T. TYPE E-1 Mql- 6" CRUSHED AGG, BASE I 12" DEPTH GRANULAR SUBBASE From suitable cut material TYPICAL FINISHED SECTION 75th Ave. TOWN OF SPRINGFIELD (STA. 100+00 — 103+00) EXISTING 66" RIGHT-OF- 38SUB i GRADE 31' TOP OF SAND 1 28' TOP OF i ASE WWI2I6' 0.02' FT. POINT REFERRED TO ON PROFLE 3,• 1 20F12 4" TOPSOIL -SEED &MULCH ?.5,7 3" ASPHALTIC CONC. PAV'T. TYPE E-1 Mql- 6" CRUSHED AGG, BASE I 12" DEPTH GRANULAR SUBBASE From suitable cut material TYPICAL FINISHED SECTION 75th Ave. TOWN OF SPRINGFIELD (STA. 100+00 — 103+00) William J Krueger E682 770th Ave Knapp, W► 54749 (715) 665-2386 Williarl J Krueger E682 770th Ave Knapp, WI 54749 <715) 665-2386 COUNTY PROJECT NUMBER ISHEET NO. CTH W KNOBCUT AT 75th AVE. 4 OF 12 PLAN AND PROFILE BEGIN CONSTRUCTION STA 32+51 LT STA 27+00 EXISTING F.E. AGG. MATCH EXISTING BIT. PAVEMENT " INSTALL 26' N 18" CMP PLE O.23f AC. PLE 0.12f AC. w W w WITH END SECTIONS 50' PROPOSED ROW 45' PROPOSED ROW N 50' EXISTING ROW o x 33' EXISTING ROW o SLOPE INTERCEPT — y -x 'o GAS GAS -- S x GAS GAS GAS —GAS —GAS —GAS GAS -- GA _ _ _ _ _ _ x AS S GAS— GAS — GAS — GAS ----------- — GAS ---GAS ---GAS — GAS— GAS — GAS — ------------------------- — --- - —w— — �. -R — - I� g _ _ —— — �oonoo+not = N S dDel_ _ _ _------ — =-- == — _ ---- == =-------- =--- -- °— $— —A----- -g — — _ - - - _— - r xSLOPE INTERCEPT — -- — —r , r _ r l li I — r -- ( EXISTING CENTERLINE SLOPE INTERCEPT 1 � v 11 II k 55' EXISTING ROW 33' EXISTING ROW I I 1 45' PROPOSED ROW II II 9 55 PROPOSED ROW PLE 0.09t AC. �P o m tI v BO' PROPOSED ROW PLE 0.22t AC. rl PLE 0.13t AC, Kevin W & Heidi L Fry 3 `F STA 32+30 RT REMOVE EXISTING CMP 1 II II INSTALL 48'X18" CMP I I Lavern R & Nola J Johnson 3206 70th Ave 1 3 WITH END SECTIONS I II II Knapp, WI 54749 m m I I 3216 75th Ave I Witham J Krueger I E682 770th Ave Knapp, WI 54749 [F'ENCES TOLBEAND EMOVED ANDNED (715) 665-2386 HE HSGHWAY DEPARTMENTRETION OF 0 50' 100' 150' Knapp, WI 54749 <715) 772-3242 NOTE: UTILITIES NOT SHOWN �vxtox ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION VPI sT - 33+so. 1245 VPI 0. 1241.80 1245 p2 - .36X CURVE N - 600.0 K - 59 25 1240 1240 q 1235 1235 1230 / 1230 _ u 1225 1225 i i N d VPI TA - 36+ .00 � VPI - 1215. x x 92 -1.45% 1220 1220 NIAL + A, i II iy K 102442 N II n d w < 1215 1215 BEG CONSTR CTION m ` '1•�X MATH EXISTIN BIT, PA MENT 1210 1210 1205 1205 ' 0cn cDca �rn 00 r` �� can ca0> �� rno �� cad �� I��rn rn� �M� oO rno0 t7 N N O LO 0) O t` �' O 00 N I� O '- h cD N (D r N tD M O N O o0 O O M CO ca N tti - 00 CO N I� LO ca O) to jd? O f` N � � � � ca N d N N M cD 00 d' 00 M 00 M ca O 00 00 to d' M O O cD 00 N (a O O co N O O O O CV d r O N NON N N N N N co M M M M M t7 M M M M M r� M M M M M M N N N N N N N 1200 120� F-�' N N N NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN N N NN NN NN N N NJ NN NN NN NN __ __ .., zn�nn �1�nn 32+00 33+00 34+00 35+00 _ 36+00 37+00 38+00 39+00 40+00 William J Krueger E682 770th Ave Knapp, WI 54749 (715) 665-2386 STA 39+30 C/L REMOVE EXISTING CMP INSTALL 92'X24" ALUMINIZED CMP WITH END SECTIONS STA 41 +65 LT EXISTING F.E. AGG. PLE 0.23f AC. INSTALL 26' X 18" CMP 50' PROPOSED ROW WITH END SECTIONS 33' EXISTING ROW SLOPE INTERCEPT GAS GAS - AS GAS IGAS -it 7�SLOPE INTERCEPT 8' 33' EXISTING ROW 55 PR POSED ROW � EXISTING CENTERLINE LE 5.22} AC. [SE A 42+10 RT ISTING F.E. AGG. STALL 26' X 18" CMP TH END SECTIONS SCALE 0 50' 100' 150' 1230 1225 g S 1220 A < d 1215 210 1205 1200 1195 END CONSTRUCTION STA. 44+00 MATCH EXISTING BR, PAVEMENT GAS Lavern R & Nola J Johnson 3116 75th Ave Knapp, Wi 54749 C715) 772-3242 END C STA. 4 MATC H NG 1190 N N N N N N N N cV N N N N N N N N N N N N N N N 1185�AA dC Inn NOTE: UTILITIES NOT SHOWN c�uriox ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION NOTE: OLD AND ABANDONED FENCES TO BE REMOVED AND DISPOSED OF AT THE DISCRETION OF THE HIGHWAY DEPARTMENT. COUNTY PROJECT NUMBER ISHEET Nf CTH W KNOBCUT AT 75th AVE. 5 OF 1 PLAN AND PROFILE 1225 1220 1215 1210 1205 1200 1 SCALE 0 50' 100' 150' 1250 1245 1240 1235 1230 1225 1220 1215 Lavern R & Nola J Johnson 3216 75th Ave Knapp, WI 54749 C715)772-3242 I END CONSTRUCTION STA. 103+00 PLE 0.04f AC. MATCH EXISTING BIT. PAVEMENT VARIES PROPOSED ROW 33' EXISTING ROW -PED SLOPE INTERCEPT T-- - II+ D -PED EXISTING CENTERLINE SLOPE INTERCEPT 33' EXISTING ROW STA 100+60 RT Williar) J Krueger EXISTING F.E. AGG. NO CMP REQUIRED E682 770th Ave Knapp, WI 54749 (715) 665-2386 c KwNOTE: UTILITIES NOT SHOWN CAUT[ON ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION END NOTE: OLD AND ABANDONED FENCES TO BE REMOVED AND DISPOSED OF AT THE DISCRETION OF THE HIGHWAY DEPARTMENT. COUNTY PROJECT NUMBER ISHEET NO, CTH W KNOBCUT AT 75th AVE. 6 OF 12 PLAN AND PROFILE 1250 1245 1240 1235 1230 1225 1220 1215 1210 1210 M M M M M M M M M M M M M M M M M M M N N N N N N N N N N N N __ N^ N ^, N^ N IN12D5 1205 .,� nn �na�in �m.nn 1nR�nn in9+nn 110+00 111+00 11.2+00 113+00