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Home My WebLink About2018 CTH TT East.pdfST. CROIX COUNTY INDEX OFSHEETS HEET N0. 1 TITLE HIGHWAY DEPARTMENT S SHEET No, 2 TYPICAL SECTIONS & UTILITIES SHEET N. 3 MISCELLANEOUS QUANTITIES HEET NO. 4-5 PLAN SHEETS PLAN OF PROPOSED IMPROVEMENT S SHEET No, 6-9 CROSS SECTIONS CTH TT EAST TOTAL SHEETS = 9 ST. CROIX COUNTY DESIGN DESIGNATI❑N A,D,T, 2018 = 1,500 A,D,T, 2038 = 2,000 D,H,V, 2038 = 250 D, = 50/50 OF A,D,TJ = 6% V, = 45 MPH ESAL = 0,38 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 CULVERT REQUIRED 0 =::> CULVERT REQUIRED PROFILE Q ❑ COMBUSTIBLE FLUIC (UNDER PRESSURE UNDER GROUND UT GAS ELECTRIC TELEPHONE SERVICE PEDEST/ CABLE MARKER POWER POLE TELEPHONE RAILROADS RIGHT—OF—WAY MARKERS OVER HEAD LINES FENCE LINE COUNTY PROJECT NUMBER 70.17TTEW 0 L� LAY OUT GRAPHIC SCALE I 0 2000 4000 ( IN FEET ) -' TOTAL NET LENGTH OF PROJECT CENTERLINE = 0,24 MI, COUNTY OHE COORDINATES ON THIS PLAN ARE REFERENCED TO %, ., ST, CROIX COUNTY COORDINATES SYSTEM VAGED TOPSOIL &MULCH SEED & FERTILIZER J\ � T2.1 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 VARIABLE 12' MIN, 24' MAX. TYPICAL SECTION FOR PRIVATE DRIVES AND FIELD ENTRANCES 8" BOXOUT 36' FINISHED TOP 3: STANDARD WIDENING SEED & FERTILIZER SALVAGED TOPSOIL & MULCH COUNTY PROJECT NUMBER ISHEET NO.I 17.17TTEW 2 of 9 TYPICAL SECTIONS & UTILITIES CTH TT EAST CLEAR ZONE ' CLEAR ZONE PROPOSED PAVEMENT 18' PR. SEED & FERTILIZE 24.27' TOP OF SUB 21,027 TOP OF SAND SALVAGED TOPSOIL & MULCH 18.85' TOP OF BASE s 85' 1618' FINISHED SHOULDER 0.04'/xT F 9.87' 3,24' 3,02' 2, 12' EXISTING PAVEMENT 12' EXISTING PAVEMENT 2.17' 3.24' 9.74' zo rO,025'/FT,(TYP.) . a Z ROUNDING O O N -ZPOINT 1NO12MUTILITIES REFERRED TO ON CROSS SECTIONS INOR�ni ROUNDING PULVERIZED AND RELAYED ASPHALTIC PAVEMENT DIGGERS HOTLINE ROUNDING ' 0.5' MIN. TELE. 1-800-242-8511 8" BASE AGGREGATE DENSE 1 Ya" (TYP.) 2.5:1 (MAX) 3.5" BASE AGGREGATE CENTURYLINK WE ENERGIES VILLAGE OF HAMMOND DENSE 3/4'(TYP.) 3.5" HMA PAVEMENT TYPE 4MT58-28S 12" SUBBASE(TYP.) ROUNDING 20 S. WILSON AVENUE 104 W. SOUTH STREET PO BOX 337 455 DAVIS ST, 8" BASE AGGREGATE DENSE 1 Y4" (TYP.) RICE LAKE, WI 54868 RICE LAKE, WI 54868 HAMMOND, WI 54015 TEL. (715) 234-5537 TEL. (715) 419-2196 TEL. (715) 796-2727 ATTN, KYLE SCHLAMPP ATTN. LEWIS KNAPP ATTN. TONY BIBEAU, PRESIDENT TYPICAL FINISHED SECTION CTH TT WIDENING (STA. 110+20 TO STA. 131+75) 8" BOXOUT STA 110+20 RT - 131+75 RT STA 119+00 LT - 122+52 LT STA 126+50 LT - 131+75 LT STANDARD WIDENING STA 110+20 LT - 119+00 LT STA 122+52 LT - 126+50 LT ST. CROIX GAS 415 S. 2ND STREET RIVER FALLS, WI 54022 TEL. (715) 425-6177 ATTN. GREG LEE SPRINT TEL. (800) 521-0579 MCI TEL. (800) 289-3427 CARLSRUD BALDWIN LIGHTSTREAM 930 MAPLE STREET BALDWIN, WI 54002 TEL. (715) 684-3346 ATTN. KEN EXCEL ENERGY-HUDSON 1201 LIVINGSTONE ROAD HUDSON, WI 54016 TEL. (715) 386-4798 ATTN. DARREN NORDSKOG TOWN OF HAMMOND PO BOX 177 1816 CTH E HAMMOND, WI 54015 TEL. (715) 796-2165 ATTN. PAUL HUEG, CHAIRMAN ST. CROIX COUNTY HWY. DPT. P.O. BOX 108 1150 DAVIS ST. HAMMOND, WI, 54015 TEL (715) 245-4200 ATTN. ROBBIE KRECJI, HWY, COMM, ITEM 305.0110 BASE AGGREGATE DENSE 3/4, SHOULDERS STATION TO STATION LOCATION TON REMARKS STA. 110+20 — 122+52 CL STA. 122+52 — 131+75 CL STA. 110+20 — 131+75 LT/RT PROJECT TOTAL 100 COUNTY 75 VILLAGE 8 PE's & FE's ITEM 305.0120 BASE AGGREGATE DENSE 1 1 /4", MAINLINE STATION TO STATION LOCATION TON REMARKS STA. 110+20 — 122+52 CL 912 COUNTY STA. 122+52 — 131+75 CL 690 VILLAGE ITEM 350.0102 ITEM 643.0100 MISCELLANEOUS QUANTITIES CTH TT EAST GRANULAR SUBBASE TRAFFIC CONTROL (PROJECT) STATION TO STATION LOCATION CY REMARKS STATION TO STATION LOCATION L.S. STA. 110+20 — 119+00 LT 700 COUNTY STA. 109+75 — 122+52 CL 1 STA. 122+52 — 131+75 LT 730 VILLAGE STA. 122+52 — 131+75 CL 1 CULVERT SCHEDULE STA. LOCATION I LENGTH/SIZE END WALLS PROJECT TOTAL 19430 CY PROJECT TOTAL 2 L.S. TOWN OF HAMMOND — CTH TT 111+94 LT 26'x24" CMP 2 REQ'D 116+52 LT 26'x18" CMP 2 REQ'D TEM 455.0605 TACK COAT STATION TO STATION STA. 109+75 — 122+52 STA. 122+52 — 131+75 STA. 110+00 STA. 116+51 ITEM 650.8000 CONSTRUCTION STAKING LOCATION GAL REMARKS STATION TO STATION LOCATION L.F. CL 227 COUNTY STA. 109+75 — 122+52 CL 17277 CL 165 VILLAGE STA. 122+52 — 131+75 CL 923 LT/RT 13 170th ST LT 2 PE PROJECT TOTAL 2,200 L.F. PROJECT TOTAL 1,602 TONS PROJECT TOTAL 407 GAL ITEM 325.0100 PULVERIZE AND RELAY EXISTING PAVEMENT STATION TO STATION LOCATION SY REMARKS STA. 109+75 — 122+52 CL 3,405 COUNTY STA. 122+52 — 131+75 CL 2,461 VLLAGE STA, 110+00 LT/RT 255 170th ST STA. 116+51 LT 43 PE PROJECT TOTAL 6,164 SY ITEM 460.1101 HMA PAVEMENT. TYPE 4MT58-28S ASPHALT MATERIAL PAVEMENT STATION TO STATION LOCATION TONS REMARKS STA. 109+75 — 122+52 CL 914 COUNTY A. 122+52 — 131+75 CL 660 VILLAGE STA, 110+00 LT/RT 51 170th ST A. 116+51 LT 6 PE PROJECT TOTAL 17571 TONS PAVEMENT QUANTITIES INCLUDES ASPHALTIC MATERIALS PG. 58-28 COUNTY PROJECT NUMBER SHEET NO. NOTE: OLD AND ABANDONED FENCES TO BE NOTE: UTILITIES NOT SHOWN REMOVED AND DISPOSED OF AT THE 70.17TTEW 4 of 9 ON PLANS STA 11 +00 LT CAUUON DISCRETION OF THE COUNTY, FIEL� LOCATE PRIOR TO RELOCA E EX. 50'x24" CMP CONISTRUCTION JODY FERN ( CTH TT EAST PLAN AND PROFILE 5' TO HE NdRTH PROPERTY LINE 1718 CTH TT JAY & DENA DITLEFSEN 715-796 31304015 ECB REAL ESTATE Y4 SECTION LINE o so' �' 1706 CTH TT STA 110+20 LT — STA 119+00 LT HANSON HAMMOND, WI 54015 I STANDARD WIDENING I 636 36 HIPARKPARK AVE DOLORES & PAUL FORD 715-796-2445 STA 121+16 LT P.E. RED WING, MN 55066 1554 CTH TT STA 111+94 LT P.E. STA 116+52 LT P.E. PRESERVE EX. CMP � REPLACE EX. CMP WITH I 651-388-7568 HAMMOND, WI 5401 REPLACE EX. CMP WITH 3 SLOPE INTERCEPT 26'x18" ALUMINIZED CMP 715-793�3 715-796-2469 50' LT 26'x24" ALUMINIZED CMP EXISTING STA 119+00 LT — STA 122+52 LT PLUS END SECTIONS MATCH BIT PLUS END SECTIONS 33' ROW I BOX OUT 8" DEPTH AT EDGE OF BIT o { j AND ADD 8" OF 13'4" CRUSHED AGG. m I �,i + TO OBTAIN WIDTH -. .. - _ 7J':IL /_ T IZ! + + + _ �!' !7 -O Y7C -__ XX XS 2 o_ xxiT1zor + + + 1lolz/-ZZ7- O + SG`�YYSt_YSCX")CD-CXX)CJC>cx-X7�7t7SX �•--r -.:= --� ..:..-- -. -'— _---e-. jr - 2zJ_C 7_C7_�JS�IS/�L�AI_�/v�/�L�Z�LV - - - l�Z_Y5C_XSC�C X�C XJC _ —_. --.:. , .:.._ _ .,.— - _ -- _ -. - _ _ Y�..—_ Y�LYI!_�CX�C.X XX _ 09+ ._ z--.. - tIl-�. BEGIN CONST. - -�RENAE STA 110+20 RT — STA 131+75 RT33' ROWI1�BOX BUGNI OUT 8" DEPTH AT EDGE OF BIT EXISTING 813 LARSEN LN - - EX. EDGE OF BITHUDSON, VEX, j'— '`AND ADD 8" OF 1A CRUSHED AGG. WI 5401 ; ;50' RT STA 121+16 RT P.E. TO 9$TA` WIDTH EX. EDGE OF SHOULDER 715-808-8820 jl MATCH BIT NO CMP REQUIRED JERRY LIDDLE ST, CROIX VILLAGE OF ROW 1719 CTH TT COUNTY COST HAMMOND COTF -` HAMMOND, WI 54015 715-796-8881 1105 1105 1100 1100 ol 3% 1095 1 1 1 11095 % 2 e — — 43% — 1090 58% 1085 },} 1085 1080 1080 n h o n m n m n m n n n p N Y m m m < d o m n m rn m W m m m m m m m m m m rn m rn rn rn rn rn rn rn rn m rn rn m m rn rn m rn rn rn rn 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 COUNTY PROJECT NUMBER SHEET N0. NOTE: OLD AND ABANDONED FENCES TO BE NOTE: UTILITIES NOT SHOWN ON PLANS REMOVED AND DISPOSED OF AT �HE b I 4 70.17TTEW 5 of 9 CAUTION FIELD LOCATE PRIOR TO DISCR��iWFON HYE P"T�.I CONSTRUCTION ST. CROIX CENTRAL SCHOOL DISTRICT I CTH TT EAST PLAN AND PROFILE P.O. BOX 118 � MICHAEL & PATRICIA BUCKLE HAMMOND, WI 54015 1738 CTH TT ECB REAL ESTATE EVAN HANSON 715-796-5383 I HAMMOND, WI 54015 ST. CROIX CENTRAL SCHOOL DISTRICT o so' oo I 715-796-2440 STA 126+40 LT —STA 131+75 LT 636 HIPARK AVE P.O. BOX 118 BOX OUT 8" DEPTH AT EDGE OF BIT �HAMMOND, ' RED WING, MN 55066 I WI 54015 Ya SECTION LINE ADD OF CRUSHED AGG. (715-796-5383 I 651-388-7568 TOD PROPERTY LINE STA 126+56 LT P.E.' OBTAINBWIDTH1Ya' STA 119+00 LT — STA 122+52 LT PRESERVE EX. CMP BOX OUT 8" DEPTH AT EDGE OF BIT STA 129+55 LT P.E. STA 122+52 LT — STA 126+40 LT EXISTING NO CMP REQUIRED EX. ROW AND ADD 8' OF 1Ya" CRUSHED AGG. 33' ROW --- STANDARD WIDENING TO OBTAIN WIDTH ( '. . - _ _ 1 r_J o X iS7C _ + oXXX-XX-K2CJ_C2Crd� \ + _yYY. . __��=!':I Cd..-/ !_ I / I I_ / / �/ .6 - _ .1_r crf �� z.i_io rsirrr� rr o ire r Ys[xX _ -- II + + + + + + + oxxxn y + x�X _XxxxX�� u, �Yu + YX X x.xxxx _ JAYS -LC --+[I oc X X X _-3_C.KXl�7�1_�7SilT - - _- r/1lVYYYYYIL]C-XX XX ' .7C X.X7t X7��ti�;NWVY - - _ l/YY ___..IT �,, ,..__�, 3 _ - ,i �.. - X�CXXXX 5t-JC.X1C7Cnn1ClSiti/\/\NSL1/1LYlLY �GX X=X XXXx:X'-�kN __ - --- .:•-.:-.n-.-.-=-.- .. �,,, _.. Y`•- ✓--'- •_ -. - X_1C SJ�7S __ - lC_ - _ VVVYYYYYX-X- '- M .,n M :;-- ---�'_v� .�__, ____ - -__- —K_ .- - ., :- .� -- - ..,s,3 — - tj 33' ROW - �_____ CSivf'3485 EXISTING EX. EDGE OF BIT STA 121+16 RT P.E. EX. EDGE OF SHOULDER NO CMP REQUIRED COUNTY VILLAGE I SLOPE INTERCEPT EX. ROW STA. 131 +75 JURISDICTION JURISDICTI N' ECB REAL ESTATE END VILLAGE STA 122+52 STA 122+ 2� EVAN HANSON CONSTRUCTION JERRY LIDDLE END COUNTY BEGIN VIL A E 636 ARK AVE 1719 CTH TT PROJECT PROJECT RED WING, MN 55066 W STA 110+20 RT — STA 131+75 RT I HAMMOND, WI 54015 BOX OUT 8" DEPTH AT EDGE OF BIT 651-388-7568 715-796-8881 AND ADD 8" OF 1Ya" CRUSHED AGG, TO OBTAIN WIDTH 1105 1105 o. 1 00 3 • 11 0 o,E 3% 1 95 n. B% 0. 1 90 lC90 1085 1 85 lC8O 1 80 m,00 N m� c0m t0 co 0 c, n m MN C w N a n NM mm rn m m m m m rn m rn m m m rn m m m o 0 0 0 0 0 0 0 0 o m m m m rn m 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+0O 128+00 129+00 130+00 131+00 132+00 133+00