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Home My WebLink About2015 CC 70.15CC.pdfPROJECT DESCRIPTION NDEX OF SHEETS SHEET N0. 1 TITLE SHEET N0. 2 TYPICAL SECTIONS SHEET NO, 3 MISCELLANEOUS QUANTITIES SHEET NO. 4-5 EROSION CONTROL SHEETS SHEET NO. 6-9 PLAN SHEETS TOTAL SHEETS = 9 DESIGN DESIGNATI❑N A.D.T. 2015 = 500 A,D,T, 2035 = 650 D.H,V, 2035 = 84 D, = 50/50 T,(% OF A.D,T,) = 8% V, = 55 MPH ESAL = 02 MIL, C❑NVENTI❑NAL SIGNS COUNTY LINE CORPORATE LIMITS PROPERTY LINE LOT LINE LIMITED HIGHWAY EASEMENT EXISTING RIGHT OF WAY — — — NEW RIGHT OF WAY — — — REFERENCE LINE SLOPE INTERCEPT ORIGINAL GROUND PROFILE EXISTING ROADWAY OR PRIVATE ENT. — — — CULVERT IN PLACE (UNDER PRESSURE) COMBUSTIBLE FLUIDS UNDER GROUND UTILITIES GAS ELECTRIC TELEPHONE SERVICE PEDESTAL CABLE MARKER POWER POLE TELEPHONE RAILROADS MARSH WOODED AREA RIGHT—OF—WAY MARKERS CAUTION GAS H. UGT 11P LJ 00 I I I 1 1 1 1 1 i4L JL ULVERT REQUIRED 0 � I COVER HEAD LINES OHE I CULVERT REQUIRED PROFILE Q El FENCE LINE I ST. CROIX COUNTY �GHWAY DEPARTMENT PLAN OF PROPOSED IMPROVEMENT CTH H - COUNTY LINE CTH CC WIDENING/PAVING ST. CROIX COUNTY BEGIN WIDENING STA. 12+00 COUNTY PROJECT NUMBER 70.15CC �omwmmw� 235th Ave C LAY OUT GRAPHIC SCALE 0 2000 4000 ( IN FEET ) T❑TAL NET LENGTH ❑F MILL/PAVE CENTERLINE = 0,99 MI. C❑❑RDINATES ❑N THIS PLAN ARE REFERENCED T❑ ST, CR❑IX COUNTY CO❑RDINATES SYSTEM 1 I 9 CTH CC WIDENING (CTH H — County Line) CONSTRUCTION PROJECT NUMBER YEAR OF CONSTRUCTION END WIDENING STA. 64+25 d )Ir vku 5 l ACCEPTED FOR ST. CROIX COUNTY 70.15CC 2015 DATE TIM RAMBERG (HIGHWAY COMMISSIONER) URIGINAL PLANS PREPARED BY ST, CR❑IX C❑LINTY HIGHWAY DEPT, DATE SIGNATURE ST. CROIX COUNTY REVISION HIGHWAY DEPARTMENT DATE 8/27/15 PREPARED BY SURVEYOR FRAN BLESKACEK RLS DESIGNER JEFFREY S DURKEE P.E. DRAFTED BY ROB OHMAN CHECKED BY TIM RAMBERG COUNTY HWY COMMISSIONER 34' FINISHED TOP WIDTH CLEAR ZONE 16 SEED & FERTILIZE TOPSOIL & MULCH PROPOSED PAVEMENT PR. .70' 14' 11' EXISTING PAVEMEN 3' 0.04'�rT. 0.02'/FT.(TYP.) i i ROUNDING .5:1 (MAX) 3.5" BASE AGGREGATE DING DENSE 3/4to (TYP.) DO NOT DISTURB WEST EMBANKMENT OR DITCH 3.5" BASE AGGREGATE DENSE 3/4"(TYP.) CLEAR ZONE I . 16' SEED & FERTILIZE SALVAGED TOPSOIL & MULCH ' 6 94' 2.87' 3- '� 23,06' TOP OF SUB 19,87' TOP OF SANC 17,70' TOP OF BASE 17' FINISHED SHOULD[ 11' EXISTING PAVEMENTI 5" PULVERIZED AND RELAYED ASPHALTIC PAVEMENT 8" BASE AGGREGATE DENSE 1 1/417(TYP.) 3" HMA PAVEMENT TYPE E3, 12" SUBBASE(TYP.) 1.50" LAYERS 0.04'/TT. CLEAR ZONE 16 TYPICAL FINISHED SECTION C.T.H. CC WIDENING (STA. 12+00 TO STA. 38+00 & STA. 61+55 TO STA, 64+25) 0.04'/FT. 28' 3' O.Od'/FT. 34' FINISHED TOP :yNl idiP.lq 28' PROPOSED PAVEMENT —16 EX. PR, 3, 23,06' TOP OF SUB 19.87' TOP OF SAND 17.70' TOP OF BASE 14' 17' FINISHED SHOULDER--►{ 11.8T 1' EXISTING PAVEMEN11' EXISTING PAVEMENT 15.06' 0.02'/FT.(TYP.) I O. g 5" PULVERIZED AND RELAYED ASPHALTIC PAVEMENT 8" BASE AGGREGATE DENSE 1 1/431(TYP.) 3" HMA PAVEMENT TYPE E3, 12" SUBBASE(TYP.) 1,50" LAYERS TYPICAL FINISHED SECTION C.T.H. CC WIDENING (STA. 43+00 TO STA, 51+00) —14' 0.02'/FT. 34' FINISHED TOP WIDTH 28' PAVEMENT 1.28'- —�-14' 3 0.02' /FT. 0.04'�FT IMPXi POINT REFERRED TO ON CROSS SECTIONS 3.0" HMA PAVEMENT TYPE E3 1,50" LAYERS 1/2" NOMINAL SIZE AGGREGATE 2" PULVERIZED AND RELAYED ASPHALTIC PAVEMENT 6" BASE AGGREGATE DENSE 1 1/4" V12 I SUBBASE TYPICAL FINISHED SECTION C.T.H. CC RECONSTRUCT (STA. 38+00 TO STA, 43+00) 6.94' o N ROUNDING U <NORMi ROUNDING 0.5' MIN. 6,94' 7 `NoRMI 0.5' MIN, CLEAR ZONE —16' SEED & FERTILIZE SALVAGED TOPSOIL & MULCH BASE AGGREGATE DENSE 3/4" OUNDING LAGED TOPSOIL & MULCH SEED & FERTILIZER f— CL VARIABLE 127 MIN. 24' M - 2.1' 0.02'/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 TOPSOIL - SEED & M ?.'51 Ae�t 1Mqk 0.02'/FT TYPICAL SECTION FOR PRIVATE DRIVES AND FIELD ENTRANCES EXISTING 66" RIGHT-OF-WAY 44.2' SUB GRADE ( —35.5' TOP OF SAND 1 -32.3' TOP OF BASE COURSE 1 30' —12123' ).02' FT. I 1 ! 0.02'/FT. Q04%FT.I POINT REFERRED TO ON PROFILE NOTE: 2' MINIMUM DEPT OF DITCH UNLESS DETERMINED OTHERWISE BY ENGINEER 2.1' SEED & FERTILIZER SALVAGED TOPSOIL & MULCH TOPSOIL - SEED & MULCH 3• r 3" ASPHALTIC CONC. PAV'T. TYPE E-3 2" SALVAGED ASPHALTIC PAVEMENT 6" CRUSHED AGG. BASE 12" DEPTH GRANULAR SUBBASE TYPICAL FINISHED SECTION TOWN ROAD TOWN OF STANTON 235th ST. ITEM 305.0110 BASE AGGREGATE DENSE 3/4, SHOULDERS STATION TO STATION LOCATION TON REMARKS STA. 12+00 - 64+25 CL 550 MAINLINE STA. 12+00 - 64+25 LT/RT 27 PE's & FE's PROJECT TOTAL 577 TONS ITEM 305.0120 BASE AGGREGATE DENSE 1 1 /4" ITEM 455,0605 TACK COAT STATION TO STATION STA. 12+00 - 64+25 STA. 36+65 LOCATION GAL CL 406 LT/RT 9 PROJECT TOTAL 415 GAL. REMARKS 235th MAINLINE St. ITEM 460.1101 HMA PAVEMENT TYPE E3• ASPHALT MATERIAL PLANT MIX PAVEMENT STATION TO STATION LOCATION TONS REMARKS STATION TO STATION LOCATION TON REMARKS STA. 12+00 - 64+25 CL 2,805 MAINLINE STA, 36+65 LT/RT 60 235th St, STA. 12+00 - 38+00 CL 1,887 WIDENING PROJECT TOTAL 2,865 TONS STA. 51+00 - 64+25 LT/RT 964 WIDENING PAVEMENT QUANTITIES INCLUDES ASPHALTIC STA. 43+00 - 51+00 RT 402 WIDENING-1 SIDE MATERIALS PG, 58-28 STA. 38+00 - 43+00 LT/RT 668 RECONSTRUCTION ITEM 643,0100 PROJECT TOTAL 31921 TONS TRAFFIC CONTROL (PROJECT) ITEM 325.0100 PULVERIZE AND RELAY EXISTING PAVEMENT STATION TO STATION LOCATION SY STA. 12+00 - 64+25 CL 12,775 STA. 36+65 LT/RT 360 PROJECT TOTAL 13,135 SY ITEM 350.0102 GRANULAR SUBBASE STATION TO STATION LOCATION CY A. 12+00 - 38+00 STA. 51+00 - 64+25 ITEM 306.0115 RECYCLED ASPHALT CL 2,018 REMARKS MAINLINE 235th St. REMARKS MAINLINE MAINLINE MAINLINE MAINLINE STATION TO STATION LOCATION CY REMARKS STA. 38+00 - 43+00 CL 115 MAINLINE PROJECT TOTAL 115 CY STATION TO STATION LOCATION L_S. STA. 12+00 - 64+25 CL 1 PROJECT TOTAL 1 L.S. ITEM 650.8000 CONSTRUCTION STAKING STATION TO STATION LOCATION LF, STA. 12+00 - 64+25 CL 5,225 PROJECT TOTAL 59225 L,F, CULVERT SCHEDULE STA. LOCATION LENGTH/SIZE END WALLS CTH CC 14+55 CL 442xl8" CMP 2 REQ'D 14+55 CL 44'xl8" CMP 2 REQ'D 25+35 LT 26108" CMP 2 REQ'D 29+30 CL 44'x24" CMP 2 REQ'D 29+64 RT 26'xl8" CMP 2 REQ'D 37+16 CL 44'x18" CMP 2 REQ'D 37+95 LT 26708" CMP 2 REQ'D 45+95 CL 50'x24" CMP 2 REQ'D 58+45 LT 26708" CMP 2 REQ'D 60+60 LT 26708" CMP 2 REQ'D COUNTY PROJECT NUMBER SHEET NO, 70.15CC 3 OF 9 MISCELLANEOUS QUANTITIES CTH CC WIDENING LOAD SPREADS - CTH CC WIDENING STA. 12+00 to 38+00 &STA. 61+55 to 65+31 GRANULAR SUBBASE 0.5 CY PER 1 FT TRI AXLE (12 CY) = 24 FT QUAD AXLE (16 CY) - 32 FT BASE AGGREGATE 0.24 CY PER 1 FT TRI AXLE (12 CY) = 50 FT QUAD AXLE (16 CY) - 67 FT LOAD SPREADS - CTH CC WIDENING (EAST SIDE) STA. 43+00 to 51+00 GRANULAR SUBBASE 0.65 CY PER 1 FT TRI AXLE (12 CY) = 18.5 FT QUAD AXLE (16 CY) = 24.6 FT BASE AGGREGATE 0.33 CY PER 1 FT TRI AXLE (12 CY) = 36.4 FT QUAD AXLE (16 CY) = 48,5 FT LOAD SPREADS - CTH CC RECONSTRUCT STA. 38+00 to 43+00 GRANULAR SUBBASE 2.07 CY PER 1 FT TRI AXLE (12 CY) = 5.8 FT QUAD AXLE (16 CY) - 7.7 FT BASE AGGREGATE 0.89 CY PER 1 FT TRI AXLE (12 CY) = 44 FT QUAD AXLE (16 CY) = 60 FT UTILITIES DIGGERS HOTLINE TELE. 1-800- 242- 8511 FRONTIER COMMUNICATIONS TOWN OF STANTON 154 EAST 2nd STREET 2245 CTH T NEW RICHMOND, WI 54017 DEER PARK, WI 54007 TEL. (715) 781-1488 TEL, (715) 248-4550 ATTN. TERRY DDRR ATTN. RICHARD HESSELINK, CHAIRMAN ST, CROIX ELECTRIC CO-OP 1925 RIDGEWAY ST, ST. CROIX COUNTY HWY. DPT. HAMMDND, WI 54015 P.O. BOX 10B 1150 DAVIS ST. TELE. C715) 796-7000 HAMMOND, WI, 54015 ATTN. RDB DOOLEY TEL. (715) 796-2227 ATTN, TIM RAMBERG, HWY, COMMISSIONER XCEL ENERGY-HUDSON OFFICE 1201 LIVINGSTDNE ROAD HUDSDN, WI 54016 TELE. (715) 386-4798 ATTN. DARREN NDRDSKDG COUNTY PROJECT NUMBER SHEET NO, 70.15CC 6 OF 9 PAUL & JOAN SPORTELLI TRUST CTH CC WIDENING PLAN n 1638 CTH H -- STAR PRAIRIE, WI 54026 715-248-3154 0 50' 100' STA 14+25 LT EX, CMP STA 20+40 F.E. ROW 0 o PRESERVE DURING CONST. EXI EXISTING NO CMP REQUIRED If it i- — — — — — — — — — — — — — — — — --Az — — — — — —o— — — �- — — -a — ------ 2--- ---- -- o 0 - - - - - - ---- o - - o a 6 0 NO 19 0368 W o----------$-- 0 _ N '� _ �!' .I N rn ' N _ _ _ _ N _ 56.56' 26_ N c�.i _ _ _ _ _ _ _ N _ _ _ _ _ - — - - - - - - -- r - -1- --TEX. -- _-------------- - -----------_ _N_-----_ Z- LAI- - - - - w.. _. -AA ._ —-- - _ — ------..—r_ -- _ _-�,- , , —. STA 14+55 33' ROW STA 21+35 F.E. EXISTING NO CMP REQUIRED 2-EX. CMP REPLACE WITH 2-44'x18" ALUMINIZED CMP's PLUS END EX. EDGE OF BIT SECTIONS. SALVAGE EX. PIPES. EDGE OF SHOULDER BEGIN WIDENING PROJECT STA, 12+00 U.S. FISH & WILDLIFE ST, CROIX WETLAND MANAGEMENT DIST, 1764 95th STREET NEW RICHMOND, WI 54017 715-246-7784 ATTN: TOM KERR 1035 1035 1030 1030 STA 12 00 - 1025 -_, 1025 1020 1020 1015 ( 'r- 1015 li 1010 1010 O M N N N N 00 '•t O O f� N 1� N N N N N N N N N N N N 1005 _ 1005 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25t00 COUNTY PROJECT NUMBER SHEET NO. 70.15CC 7 OF 9 CTH CC WIDENING PLAN STA, 37+00 BEGIN RECONSTRUCTION 509 1W MICHAEL & RANDI WARNER MANSKE 0 2332 CTH CC II tl TIMOTHY & ABBY CHRISTENSEN STAR PRAIRIE, WI 54026 ( I I I 2358 CTH CC MICHAEL & RANDI WARNER MANSKE i 11 cl) �� STAR PRAIRIE, WI 54026 2332 CTH CC STA 29+30 Ii -c I STAR PRAIRIE, WI 54026 I REPLACE EX, CMP ILo jl I 'I STA 37+95 LT WITH 442x24" ALUMINIZED CMP `� II REPLACE EX, CMP STA 40+25 F.E. STA 25+35 LT I PLUS END SECTIONS. LOWER 33' ROW i I� 'I� II ( WITH 26'x18" CMP NO CMP REQUIRED REPLACE EX. CMP FLOW LINE 4". SALVAGE EX. PIPE. EXISTING a I I ;; PLUS END SECTIONS. WITH 26'x18" CMP r �, I 1I '. SALVAGE EX. PIPE PLUS END SECTIONS - ----- -- ----------- --- r -- - --- -- - - ------------ — —-------------------------------- - _ --- . , — -- 0 0 0� o NO' 02' 15.45"E o `-- - o ---__ o---------o 0 o I�-- o - m m 0 M N M "� M________________ M 498.45' -------- _--_-_-__ N-_ -___ N __- N " -M___- _ --___- _- _ -_ - _- ___ t. i_� �ItL�--- j STA 37+16 STA 29+64 F.E. 33' ROW I REPLACE EX. CMP STA 40+00 F.E. REPLACE EX. CMP EXISTING ( I I 44'x18" CMP ; NO CMP REQUIRED (i WITH ALUMINIZED WITH 26'x18" CMP `} II I tPL.US END SECTIONS PLUS END SECTIONS EX, EDGE OF BIT �` I ( I ISALVAGE EX. PIPE t EX. EDGE OF SHOULDER Ij � III U.S. FISH & WILDLIFE II I It �l, I BRIAN HEXUM ST. CROIX WETLAND MANAGEMENT DIST. I ` 1654 235th AVE 1764 95th STREET STAR PRAIRIE, WI 54026 NEW RICHMOND, WI 54017 � 715-246-7784 ATTN: TOM KERR *******RECONSTRUCT******* STA. 38+00 - STA. 43+00 1035 1035 0.91 S A. 37+0D BEGIN RECCNSTRUCTON CURIE LE 1030 K = 102.7 1030 o HIGH FT. ST : 0 M HIGH PT EL V: +Lrj M O 1025 1025 m W - 1020 1020 t REPIACE EX, CMP plzu1015 R PLA E . C P 1015 1010 1010 N M Om�HE N N N N N N N N N N N N N N mi N N 1005 1005 25+00 26- 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 COUNTY PROJECT NUMBER SHEET NO.I 0 50' 100' STA 40+25 F.E. NO CMP REQUIRED 33' ROW EXISTING 1035 1030 1025 1020 1015 1010 100E *******RECONSTRUCT******* STA. 38+00 - STA. 43+00 STA. 44+00 END RECONSTRUCTION/ BEGIN WIDENING 40' ROW -�-- - --- -- - -- --- - U.S. FISH & WILDLIFE ST. CROIX WETLAND MANAGEMENT DIST, 1764 95th STREET NEW RICHMOND, WI 54017 715-246-7784 ATTN: TOM KERR 70.15CC CTH CC WIDENING PLAN STA 20+40 F.E. NO CMP REQUIRED a 33' ROW EXISTING 80F9 ----------------945.00- - - ------- --�---------- - - - - - - - - - - - - - - - - - - ---------------- - ---------------------------------------- STA 45+95 ROW REPLACE EX, CMP STING WITH 50'x24" ALUMINIZED CMP 1/4 LINE PLUS END SECTIONS EX. EDGE OF BIT LOWER INLET (EAST) END 6" EX SALVAGE EX. PIPE . EDGE OF SHOULDER AUSEN FARMS INC. 32 170th STREET STAR PRAIRIE, WI 54026 �i�1E'►�ii�ii�iii�ii��iii��iiiiiiii��iiiiiiii��iiii��iii�� I��7Z►i�1�; '�.'� ��i��ii��ii��ii��iiiiiiii��iiiiii��iiii��iii�� I�"JGiii��i��ii��l�i��ii��iiii��iiiiii��iiiii��iii��i� '.Ti�O'1i�ii�ii��iit�i�iir�:l� � • li��'3R�1�/��iiiiiii��iiii��iii��ii� ■in.G :'��iiQ�Z i�ii��I111��ii1�IT�'te 11�,til(iT�1111ii��iiiiiiii��iiiii�.Z��iii��i�� li�i��ii�ii��ii��ii��iiiii��iiiiiiii��i.T.�iiiii��ii.L�ii��i�� liii�i�iii�i��'filii�iii��iii��iiiiiiiii��'iiiiiii��ii�Tii'.�Q'iii�� I�i��iiii��ii(��ii�/�iii��iiiiiiiii��7iiiii��iii��ii�i=� I�i�iii�ii�iii</f�iii�/iii��iiiiiiii��/Siii��ii�ii��iii��iii�ii I�i�ii��i��ii��ii��/ii��iiiiiiii��iiii�ii��iiii��iiii�ii I�i�i��ii��i��ii��iii��17�711�f37 1iiii��i��i��ii��/�i��A11191■!�4i�1�11!IIIIID1r.!'.�.11l��eiiiiii��iiii��iiii��i 1iii��ii�ii��ii��i/��iiiMNW_F�!ii�f_l�iliW9'If�iiiiYi��siiiiii�i�� Iiii�ii��ii�iii�F�Ji/��iiil�i'��'�3�71L'�li�iiiiii�i��iiii�i��iii��i�� I�i��iiiii��ii��ii/i�iiii��i®I�i�i�►iiis/iii��ii��il•ii��iii��iii�� ElC74J 4ltUU 40tUU ''sii'JJ i•Yl S �:•ii•i41 L:•tii.�.I YDT W 1035 1030 1025 1020 1o1s 1010 loos COUNTY PROJECT NUMBER SHEET 70.15CC CTH CC WIDENING PLAN NOAH THRELKELD o so' loo' 2392 CTH CC STAR PRAIRIE, WI 54026 STA 60+60 LT STA 58+45 LT 'REPLACE EX. CMP REPLACE EX. CMP WITH 26'x18" CMP WITH 26'x18" CMP PLUS END SECTIONS PLUS END SECTIONS O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AUSEN FARMS INC. 32 170th STREET STAR PRAIRIE, WI 54026 LARRY & GRETCHEN DEMMULING 2398 CTH CC STAR PRAIRIE, WI 54026 33' ROW EXISTING 33' ROW EXISTING --- - o NO 37' 32,64"W o+ I ------------ -- STA 64+35 EX, CMP DO NOTHING EX. EDGE OF BIT EX, EDGE OF SHOULDER STA 64+75 LT EX. CMP DO NOTHING T END PROJECT STA. 64+25 .. �ii��i��i��ii��iiii��ri'i�ii��'i■Til'�i=iii�i� . . ii��ii��ii��ii��ii�i��:iiiiiii►�iiiiii��ii�� . ii�i��i��ii��i�J.'T ��iiiiiiiiiii►�i�iii�\�� . ��'il�i"�.T'�"i.0��ii��i��iii�i��ii►��JIS'�IIGl�=�:1'�Ir��iiiii �ii��iii�ii��iii��iiiiii��i��■iliiifllril�lii`t�C�7:Zi�i .. �i��iii�ii��i��i�ii��i��i��iii�ii!S►i�ii . . AUSEN FARMS INC. 32 170th STREET STAR PRAIRIE, WI 54026 LARRY & GRETCHEN DEMMULING 2398 CTH CC STAR PRAIRIE, WI 54026 33' ROW EXISTING 33' ROW EXISTING --- - o NO 37' 32,64"W o+ I ------------ -- STA 64+35 EX, CMP DO NOTHING EX. EDGE OF BIT EX, EDGE OF SHOULDER STA 64+75 LT EX. CMP DO NOTHING T END PROJECT STA. 64+25 .. �ii��i��i��ii��iiii��ri'i�ii��'i■Til'�i=iii�i� . . ii��ii��ii��ii��ii�i��:iiiiiii►�iiiiii��ii�� . ii�i��i��ii��i�J.'T ��iiiiiiiiiii►�i�iii�\�� . ��'il�i"�.T'�"i.0��ii��i��iii�i��ii►��JIS'�IIGl�=�:1'�Ir��iiiii �ii��iii�ii��iii��iiiiii��i��■iliiifllril�lii`t�C�7:Zi�i .. �i��iii�ii��i��i�ii��i��i��iii�ii!S►i�ii . .