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Home My WebLink About2017 31.417C (002).pdfINDEX OF SHEETS SHEET NO, 1 TITLE SHEET NO. 2-4 TYPICAL SECTIONS & MISC QUANTITIES SHEET NO. 5-8 PLAN SHEETS TOTAL SHEETS = 8 BEGIN MILL/F PROJECT STA. DESIGN DESIGNATI❑N A.D.T. 2016 = 1500 A,D,T, 2036 = 2000 D,H,V, 2036 = 260 D. = 50/50 TXY OF A.D.T.) = 7% V. = 55 MPH ESAL = 0,45 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 ST. CROIX COUNTY HIGHWAY DEPARTMENT PLAN OF PROPOSED IMPROVEMENT AVE #31.417H 1)+07 Johannes�g (UNDER PRESSURE) COMBUSTIBLE FLUIDS UNDER GROUND UTILITIES GAS ELECTRIC TELEPHONE SERVICE PEDESTAL CABLE MARKER POWER POLE TELEPHONE 1:7_1l�:ii71� ILIL'�9CI XISTING ROADWAY OR PRIVATE ENT. E- - - WOODED AREA CULVERT IN PLACE CULVERT REQUIRED 0 � CULVERT REQUIRED PROFILE Q ❑ RIGHT-OF-WAY MARKERS OVER HEAD LINES FENCE LINE CAUTION GAS UGE UGT 1P LJ OHE CTH C ST. CROIX COUNTY c COUNTY PROJECT NUMBER 31 .417C �o� L GRAPHIC SCALE 0 2000 4000 ( IN FEET ) TOTAL NET LENGTH ❑F MILL/PAVE CENTERLINE = 2,13 MI. C❑❑RDINATES ❑N THIS PLAN ARE REFERENCED T❑ ST. CR❑IX C❑LINTY C❑❑RDINATES SYSTEM f C It'v�a(J Star Prairies END MILL/PAVE #31.417H PROJECT STA. 122+75 COUNTY PROJECT NUMBER 31.417C SHEET N0. CLEAR ZONE 18 38' FINISHED TOP WID PROPOSED PAVEMENT PR. EX12' EX, PAVEMENT 0.04��F1. Ft0.02/FT.(TYP.) . PAVEMENT7' EX. .02'/FT.(TYP.) 0.04'/fi. \V POINT REFERRED TO ON CROSS SECTIONS 5" PULVERIZED AND RELAYED ASPHALTIC PAVEMENT .5:1 (MAX) 4"BASE AGGREGATE DENSE 3/4"(TYP.) 4"HMA PAVEMENT, 2 LAYERS DING TYPE 3MT58-2BS 2 1/4"TYPE 4MT58-28S 1 3/4" IEDSECTIONCTH(STA. 10+07 TO STA. 122+75) 44.2' SUB GRADE I 35.5' TOP OF SAND1 .3' TOP OF BASE COURSE302'� 12_�I3' 8 7 `NORMI 0.5' N. P I I 0.02' FT. 0.02'/1T. Q04 2,SgR�q@�F 0.44�T 4" TOPSOIL -SEED &MULCH M :;a;;s•;::;:a•::c•::;::>:::::;>::;:;:;:n;:::::•:::::::::::.-:::::::.:;: ;:;; ss•;;;:•;:>;:•:;>:>:>:::>s;:a:::r: s::ri;:s??i WWI 3' 7 POINT REFERRED TO ON PROFILE NOTE: 2' MINIMUM DEPT OF DITCH UNLESS DETERMINED OTHERWISE BY ENGINEER VAGED TOPSOIL &MULCH SEED &FERTILIZER 3" HMA PAVEMENT TYPE 4MT58-285 'yq�. 2" SALVAGED ASPHALTIC PAVEMENT 6" CRUSHED AGG. BASE 12" DEPTH GRANULAR SUBBASE TYPICAL FINISHED SECTION TOWN ROAD TOWN OF STAR PRAIRIE Np 2.1' 6" CRUSHED AGG. BASE NOTE: 2" HMA PAVEMENT, TYPE 4MT58-285 EXISTING PAVED DRIVEWAYS ONLY. USE 6" TOTAL DEPTH CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE VARIABLE 12 MIN. 24' MAX. 0.02'/FT. TYPICAL SECTION FOR PRIVATE SEED & FERTILIZER SALVAGED TOPSOIL & MULCH NDING TYPICAL SECTIONS CTH C UTILITIES DIGGERS HOTLINE TELE. 1- 800- 242- 8511 FRONTIER CDMMUNICATI�NS 154 E, 2nd St. P.O, BOX 446 NEW RICHMUND, WI 54017 TEL, C715) 796-7000 ATTN, TERRY DDRR WE ENERGIES 1921 8TH ST. SOUTH WISCDNSIN RAPIDS, WI 54494 TEL, C715) 790-4670 ATTN, MIKE GOULD XCEL ENERGY-HUDSON ❑FFICE 1201 LIVINGSTDNE ROAD HUDSON, WI 54016 TELE, C715) 3B6-4798 ATTN, DARREN NDRDSKDG TOWN OF STAR PRAIRIE 2118 COOK DRIVE SDMERSET, WI 54025 TEL.(715) 246-9878 ATTN. SCDTT COUNTER, CHAIRMAN ST. CROIX COUNTY HWY, DPT. P.O. BOX 108 1150 DAVIS ST. HAMMOND, WI, 54015 TEL. (715) 796-2227 ATTN. TIM RAMBERG, HWY, COMMISSIONER DRIVES AND FIELD ENTRANCES Np 2.1' 6" CRUSHED AGG. BASE NOTE: 2" HMA PAVEMENT, TYPE 4MT58-285 EXISTING PAVED DRIVEWAYS ONLY. USE 6" TOTAL DEPTH CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE VARIABLE 12 MIN. 24' MAX. 0.02'/FT. TYPICAL SECTION FOR PRIVATE SEED & FERTILIZER SALVAGED TOPSOIL & MULCH NDING TYPICAL SECTIONS CTH C UTILITIES DIGGERS HOTLINE TELE. 1- 800- 242- 8511 FRONTIER CDMMUNICATI�NS 154 E, 2nd St. P.O, BOX 446 NEW RICHMUND, WI 54017 TEL, C715) 796-7000 ATTN, TERRY DDRR WE ENERGIES 1921 8TH ST. SOUTH WISCDNSIN RAPIDS, WI 54494 TEL, C715) 790-4670 ATTN, MIKE GOULD XCEL ENERGY-HUDSON ❑FFICE 1201 LIVINGSTDNE ROAD HUDSON, WI 54016 TELE, C715) 3B6-4798 ATTN, DARREN NDRDSKDG TOWN OF STAR PRAIRIE 2118 COOK DRIVE SDMERSET, WI 54025 TEL.(715) 246-9878 ATTN. SCDTT COUNTER, CHAIRMAN ST. CROIX COUNTY HWY, DPT. P.O. BOX 108 1150 DAVIS ST. HAMMOND, WI, 54015 TEL. (715) 796-2227 ATTN. TIM RAMBERG, HWY, COMMISSIONER DRIVES AND FIELD ENTRANCES 0.06 0,04 0,02 C/L -0.02 -0,04 -0.06 CURVE # 204' T R=1300 204' T 153' L 153' L 102' 5151' 102' LEFT 0,06 RIGHT -0.06 + 03 + + + + + + + 00 to N N � N n M M to d N U) N N N U) Z N F cn Z o No o Ld m a a o 0 Z O U) V) Q O Q cr ? Q ZLu p (u : Z m w CURVE #2 204' T R=1 125' 204' T 153' L 153' L 102' 51' 51' 102' o.os 0.04 ...._ 0,02 C/L _...... ...,. -0.02 -0.04 -0,06 RIGHT 0.06 RIGHT 0.06 m co rn o 17 N7 Oa + + + + + + + + Lr) to N N tM d H FQ fQ H 0 N d W W IL V & O & Q Q J Q U Of J J N D O N Z W W Of 0 O O z m w -0.06 -0.04 -0.02 C/L 0.02 0.04 0,06 CURVE #3 204' T R=1090' 204' T 153' L 153' L 102' 51' 51' 102' LEFT 0,06 ITEM 204.0120 REMOVE PULVERIZED ASPHALTIC SURFACE STATION TO STATION LOCATION SY REMARKS STA. 10+07 - 17+50 LT/RT 2,467 OUTPOST AREA C&G STA. 20+30 - 21+65 RT 450 ASPLUND C&G STA. 27+00 - 28+30 RT 433 110th St, C&G STA. 36+15 - 37+45 RT 433 114th St. C&G STA. 56+15 - 57+75 RT 533 118th St. C&G STA. 121+75 - 122+80 LT/RT 350 CTH CC INTERSECTION PROJECT TOTAL 4,666 SY ITEM 305.0110 BASE AGGREGATE DENSE 3/4", SHOULDERS STATION TO STATION LOCATION TON REMARKS STA. 10+07 - 122+75 CL 1,580 MAINLINE STA. 10+07 - 122+75 LT/RT 45 PE's AND FE's PROJECT TOTAL 1,625 TONS ITEM 325.0100 PULVERIZE AND RELAY EXISTING PAVEMENT ITEM 455.0605 TACK COAT STATION TO STATION STA. 10+07 - 122+75 STA. 11+OS - 17+80 STA. 21 +00 STA. 27+75 STA. 36+88 STA. 57+00 STA. 10+07 - 122+75 LOCATION GAL REMARKS CL 11000 MAINLINE RT 8 C&G RT RT 10 ASPLUND Dr. RT 10 110th St. RT 11 114th St, RT 15 118th St. LT/RT 6 PE's PROJECT TOTAL 1,060 GAL, 0.025 Gal/SY TEM 460.1101 HMA PAVEMENT, TYPE 3MT58-28S AND 4MT58-28S PAVEMENT STATION TO STATION LOCATION TONS STA. 10+07 - 122+75 CL 9,215 STA. 11+OS - 17+80 RT 70 STA. 21+00 RT 94 STA. 27+75 RT 96 STA. 36+88 RT 105 STA. 57+00 RT 138 STA. 10+07 - 122+75 LT/RT 60 PROJECT TOTAL 99778 TONS REMARKS MAINLINE C&G RT ASPLUND Dr. 110th St. 114th St. 118th St. PE's STATION TO STATION LOCATION SY REMARKS ITEM 465.0450 ASPHALTIC INTERSECTION RUMBLE STRIPS STA. 10+07 - 122+75 CL 30,050 MAINLINE STA. 11+08 - 17+80 RT 600 C&G RT STATION TO STATION LOCATION SY REMARKS STA. 11+08 - 13+58 LT 110 C&G LT STA. 93+43 - 97+44 RT 180 C&G RT STA. 113+60 - 113+85 RT 25 REMOVE CONCRETE RUMBLE STRIP STA. 21+00 RT 420 ASPLUND Dr. STA. 116+15 - 116+40 RT 25 REMOVE CONCRETE RUMBLE STRIP STA. 27+75 RT 430 110th St, STA. 118+50 - 118+75 RT 25 REMOVE CONCRETE RUMBLE STRIP STA. 36+88 RT 465 114th St, STA. 57+00 RT 615 118th St, PROJECT TOTAL 75 SY STA. 10+07 - 122+75 LT/RT 265 PE's PROJECT TOTAL 31,135 SY ITEM 643.0100 ITEM 650.8000 `� � � � � � TRAFFIC CONTROL (PROJECT) CONSTRUCTION STAKING N Z n O p In D- W W a- N 3 o a. o 0 o STATION TO STATION LOCATION LS. STATION TO STATION LOCATION LF. _ U D of of Q Q J U)Q O J J STA, STA. 10+07 - 122+75 CL 11,268 Q . 10+07 - 122+75 CL 1 N D N Z O w z z PROJECT TOTAL 1 L.S. PROJECT TOTAL 11,268 L.F. m w U • `v `v w I i --------------- ------I------------------------- I EDGE OF TRAVEL LANE i (NO PASSING ZONE) TRAFFIC LANE RUMBLE STRIP POSTED SPEED (mph) DISTANCE TO RUMBLE STRIP DIST. A DIST B DIST.0 55 425' 650' 1000' 50 325' 450' 800' 45 275' 400' 650' 40 225' 10 550' 35 175' Ol 475' � 30 125' 1 425' I RI-1 i (STOP) � — - I � � / of � a � � EDGE OF z m o TRAVEL LANE � � o `" z N I�s-- EDGE OF � � o I SHOULDER o � , �' ELEVATION VIEW GROOVES � 12" C-C ± 1" MILLED -IN 4" 12 8„ 8„ � 10" 10" c�'.� � 4�� 4„ /I z J N � N O ( I `� O1 ELIMINATE THE MIDDLE SET OF RUMBLE STRIPS. I 20 LOCATE RUMBLE STRIP 200' IN ADVANCE I OF W3-1 SIGN AS SHOWN. IF W3-1 IS NOT I IN PLACE. USE DISTANCE C. ( W3-1 O3 TYPICAL VERTICAL VARIATION BETWEEN 18,. 25' I � (STOP AHEAD) PEAKS AND VALLEYS WITHIN THE CUT 24 GROOVES (TYP) I g APPROXIMATELY %6" EDGE OF TRAVEL LANE — 0 12" CLEAR BETWEEN THE SOLID PLAN VIEW o YELLOW LINE AND THE EDGE OF ASPHALTIC PAVEMENT O THE RUMBLE. MILLED -IN N N ARROW SYMBOL (�►) SHOWS DIRECTION OF TRAVEL PLAN VIEW RUMBLE STRIP LOCATION GENERAL NOTES CONTRACTOR SHALL CONFIRM RUMBLE STRIP LOCATION WITH THE ENGINEER PRIOR TO INSTALLATION. THE ENGINEER MAY MODIFY THE RUMBLE STRIP LOCATION AS FIELD CONDITIONS DICTATE. WHEN ASPHALTIC PAVEMENT IS NEW IN THE RUMBLE AREA THE CONTRACTOR SHALL ALLOW THE PAVEMENT TO CURE A MINIMUM OF 7 DAYS PRIOR TO RUMBLE INSTALLATION. PAVEMENT MARKING AND SIGNING DETAILS AND SPECIFICATIONS ARE PROVIDED ELSEWHERE IN THE CONTRACT. �/Z" MIN. 5/e" MAX. ASPHALTIC CONCRETE PAVEMENT ASPHALTIC RUMBLE STRIPS AT INTERSECTION STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION APPROVED 8-17-2011 /S/ Jerry H. Zopp ►J M C DATE ROADWAY STANDARDS DEVELOPMENT FHW4 ENGINEER COUNTY PROJECT NUMBER SHEET NO.I CAUTION o so• ioo• NOTE: UTILITIES NOT ON PLANS FIELD LOCATE PRIOR CONSTRUCTION EX. C&G O ; EX. C&G \\ SHOWN TO BRIDGE 8-55-025 CONCRETE SLAB WITH EPDXY SEAL / / I I CCU — STA. 10+07 TO 13+50 LT EX. C&G REMOVE 4" +/— OF PULVERIZED MATERIAL 1 EX. EDGE OE BIT EX. EDGE OF SHOULDER 31.417C PLAN SHEET 5of8 STA 20+29 CL PRESERVE EX. 86'x24" CMP / i0f STA. 10+07 BEGIN PROJECT 'i STA. 10+07 TO 17+75 RT EX, C&G REMOVE 4" +/— OF PULVERIZED MATERIAL STA 12+08 CL PRESERVE EX, 82'x24" CMP EDGE OF BIT + EDGE OF SHOULDER co co co Curve #1 o _ EX. C&G R--1300.00' �o EX. C&G-j N COUNTY PROJECT NUMBER SHEET N0. CAUTION NOTE: UTILITIES NOT SHOWN ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION STA 45+98 CL PRESERVE EX. 11O'x30" CMP }cn !r STA 54+75 CL PRESERVE EX. 6 to r rn to I 116'x36" CMP � DO / It f EX. C&G 31.417C PLAN SHEET Curve tr2 C.L. = 578,961 R = 1 125.00' e% = 6.0% I 116'x36" CMP � DO / It f EX. C&G 31.417C PLAN SHEET Curve tr2 C.L. = 578,961 R = 1 125.00' e% = 6.0% N r�` Curve #3 ,1 EX. C&G C.L. = 567.62' / R = 1090.00 e% = 6.0% " Q EX. EDGE OF BIT EX. EDGE OF SHOULDER 0 5o' loos COUNTY PROJECT NUMBER CAUTION 0 50' 100' NOTE: UTILITIES NOT SHOWN ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION PLAN SHEET _nis 0 0 n EL=925.78 1 I i EX. EDGE OF BIT EX. EDGE OF SHOULDER HE STA 91+47 CL PRESERVE EX. 100'x24" CMP I I � I I n J\ — --- — -- - 0 0 0 0 o o 0 0 0 0 1378 0 co 1( EX, EDGE OF BIT EX, EDGE OF SHOULDER ..ew_�_�.�_�_.. — �I II 0 50' 100' COUNTY PROJECT NUMBER SHEET N0. CAUTION 0 50100' NOTE: UTILITIES NOT SHOWN ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION 31.417C PLAN SHEET - - __ - -- - - --- -- - ---- 1378 0 0 --�'------._-- ----.- .. -- 0 EL=977�8 EX. C&G STA 98+77 CL EX. EDGE OF BIT PRESERVE EX. 58'x36" CMP EX, EDGE OF SHOULDER EX. EDGE OF BIT EX, EDGE OF SHOULDER EX. C&G STA 115+78 CL PRESERVE EX. 98'x24" CMP n M ' o " N+1 — -- --- - o N STA. 113+60 — 113+85 REMOVE EX. CONCRETE RUMBLE STRIPS PRIOR TO PULVERIZING. FILL WITH 1Y4" BASE AND TOP DRESS WITH 3" RECYCLE. MILL ASPHALTIC RUMBLE STRIPS FOLLOWING PAVING, STA. 116+15 — 116+40 REMOVE EX. CONCRETE RUMBLE STRIPS PRIOR TO PULVERIZING. FILL WITH 1Y4' BASE AND TOP DRESS WITH 3" RECYCLE, MILL ASPHALTIC RUMBLE STRIPS FOLLOWING PAVING, STA. 118+50 — 118+75 REMOVE EX. CONCRETE RUMBLE STRIPS PRIOR TO PULVERIZING. FILL WITH 1l'4' BASE AND TOP DRESS WITH 3" RECYCLE. MILL ASPHALTIC RUMBLE STRIPS FOLLOWING PAVING, STA. 122+75 END PROJECT