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Home My WebLink About2013 BB.pdfCT DESCRIPTION INDEX OF SHEETS f� SHEET N0, 1 TITLE SHEET N0, 2 TYPICAL SECTIONS AND LOAD SPREADS SHEET N0, 3 STANDARD ABBREVIATIONS, NOTES AND UTILITIES SHEET NO. 4 EROSION CONTROL SHEET NO5=6--- PLANSHEETS— — — — SHEET N0. 7-12 CROSS SECTIONS TOTAL SHEETS = 12 END PULVERIZE & PAVE PROJECT STA. 279+82 DESIGN DESIGNATI❑N sT. cRciy COUNTY �&BGHiNY DEPARTMENT PLAN OF PROPOSED IMPROVEMENT (PIERCE CO. - 194 ROAD) C.T.H. BL) ST. CROfX COUNTY COUNTY PROJECT NUMBER 70.13BB �ojmmmm� R-16—W �194 50th Ave CTH BB WIDENING AND KNOBCUT CONSTRUCTION PROJECT NUMBER YEAR OF CONSTRUCTION / e 'mD 4 j ;13 1433 A ST. C��GIX COUNTY IOH\A�l�'� OEPT. BEGIN PULVERIZE & PAVE PROJECT STA. 200+00 ' END PULVERIZE & PAVE A.D.T. 2012 = 510 U' A.D.T. 2032 = 670 — PROJECT STA. 186+50 D,H.V. 2032 = 87 CD OF A,D.T.) = 8% END CONSTRUCTION SAL = 0,34 50 PH D FOR PROJECT STA. 117+50 30 ve � IA I I r— l� 1 I � N ST CROIXECOUNTY CK�19►�i7�1�hi CONVENTI❑NAL SIGNS COMBUSTIBLE FLUIDS (UNDER PRESSURE) UNDER GROUND UTILITIES PROPERTY LINE GAS ELECTRIC LOT LINE TELEPHONE LIMITED HIGHWAY EASEMENT SERVICE PEDESTAL EXISTING RIGHT OF WAY _ _ CABLE MARKER NEW RIGHT OF WAY _ _ POWER POLE TELEPHONE REFERENCE LINE SLOPE INTERCEPT RAILROADS ORIGINAL GROUND PROFILE �/ MARSH EXISTING ROADWAY OR PRIVATE ENT. - - - WOODED AREA CULVERT IN PLACE RIGHT-OF-WAY MARKERS CULVERT REQUIRED OVER HEAD LINES CULVERT REQUIRED PROFILE 0 ❑ FENCE LINE CAUTION T-28—N � BEGIN CONSTRUCTION N PROJECT STA. 90+00 N N 20th Ave t: BEGIN PULVERIZE & PAVE PROJECT STA. 0+50 1 ee 0 �� t LAY OUT Avey 0 GRAPHIC SCALE J i ` O 2000 40�10 ( IN FEET ) TOTAL NET LENGTE•I ❑F PAVING CENTERLINE = 5.02 MI. TOTAL NET LENGTH OF RECONST. CENTERLINE = 0,52 MI. T❑TAL NET LENGTH OF PULVERIZE & PAVE. CL = 4.50 MI. COORDINATES ON THIS PLAN ARE REFERENCED TO T. CROIX COUNTY COORDINATES SYSTEM REVISION DATE 5/16/13 TIM RAMBERG (HIGHWAY COMMISSIONER) ❑RIGINAL PLANS PREPARED BY ST, CR❑IX COUNTY HIGHWAY DEPT, DATE SIGNATURE ST. CROIX COUNTY HIGHWAY DEPARTMENT PREPARED BY .SURVEYOR FRAN BLESKACEK RLS DESIGNER JEFFREY S DURKEE P.E. DRAFTED BY ROB OHMAN CHECKED BY TIM RAMBERG COUNTY HWY COMMISSIONER VARIES 29'-31 0.02'/FT. _0.02'/FT. �-3.0" HMA PAVEMENT TYPE E1 5" COMPACTED AND PULVERIZED EX. PAVEMENT AND BASE MATERIAL WITH BASE STABILIZER EXISTING BASE UNDISTURBED PULVERIZE AND REPAVE TYPICAL SECTION C.T.H. BB (STA, 0+75 TO STA. 90+00 & STA. 117+50 TO 186+50 & STA. 200+00 TO STA. 279+82) PULVERIZE AND REPAVE 1. PULVERIZE EXISTING BASE AND PAVEMENT-5" DEPTH. 2. APPLY BASE STABILIZER BASED ON 5" DEPTH, 3. REPULVERIZE TO DEPTH OF 5". 4. MAINTAIN OPTIMUM MOISTURE CONTENT, SPREAD, CROWN AND COMPACT TO ALLOW FOR NEW 30' WIDE FINISHED SURFACE. 5. 24'x3" TYPE E-1 HMA. 6. 3' CRUSHED AGGREGATE SHOULDER. 30' FINISHED TOP WI CLEAR ZONE SEED &FERTILIZE 24' PAVEMEN SALVAGED TOPSOIL &MULCH wwwa � IMp,XI POINT REFERRED TO ON CROSS SECTIONS 25' 3.0" HMA PAVEMENT TYPE E1 1.50" LAYERS 1/2" NOMINAL SIZE AGGREGATE V2" PULVERIZED AND RELAYED ASPHALTIC PAVEMENT 6" BASE AGGREGATE DENSE 1 1/4" 12" SUBBASE TYPICAL FINISHED SECTION C.T.H. BB RECONSTRUCT (STA. 90+00 TO STA. 117+50) CLEAR ZONE 18' SEED & FERTILIZE SALVAGED TOPSOIL & MULCH 1.1 3.19' Q01%fi. 3. 7 j ` INpRMI 0.5' MIN. BASE AGGREGATE DENSE 3/4" LOAD SPREADS - CTH BB GRANULAR SUBBASE 179 CY PER 100 FT OR 1.79 CY PER 1 FT TRI AXLE (12 CY) = 6.7 FT QUAD AXLE (16 CY) = 8.9 FT BASE AGGREGATE 81 CY PER 100 FT OR 0.81 CY PER 1 FT TRI AXLE (12 CY) = 14.7 FT QUAD AXLE (16 CY) = 19.6 FT RECYCLED ASPHALT 25 CY PER 100 FT OR 0.25 CY PER 1 FT TRI AXLE (12 CY) = 47.0 FT QUAD AXLE (16 CY) - 62.7 FT VAGED TOPSOIL &MULCH SEED & FERTILIZER 2.1 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 TOPSOIL -SEED &MULCH VARIABLE 12' MIN. 24' MAX. TYPICAL SECTION FOR PRIVATE DRIVES AND FIELD ENTRANCES - EXISTING 66" RIGHT-OF-WAY 1 39.8' SUB GRADE I 33.4' TOP OF SAND low I — 30' TOP OF BASE COURSE I 28' —11' 11'3' o.02'/FT. aa/irl 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• 7 2s•� 3° ASPHALTIC CONC. PAV'T. TYPE E-1 'yq�. 2" SALVAGED ASPHALTIC PAVEMENT 6" CRUSHED AGG. BASE 12" DEPTH GRANULAR SUBBASE TYPICAL FINISHED SECTION 20th AVENUE TOWN OF EAU GALLE LIST OF STANDARD ABBREVIATIONS ADJ. ADJUST AGG. AGGREGATE Al-. AHEAD ASPH. ASPHALT AVG. AVERAGE A.D.T. AVERAGE DAILY TRAFFIC BEG, BEGIN B.A. BEGIN ABRUPT BK, BACK B/W BACK OF SIDEWALK BIT, BITUMINOUS C.B. CONTROL CABINET C, C, C/L CENTER LINE C.E. COMMERCIAL ENTRANCE CENTRAL ANGLE OR DELTA CONC. CONCRETE CONST, CONSTRUCTION CO. COUNTY E.T.H. COUNTY TRUNK HIGHWAY C.Y. or CU. YD. CUBIC YARD C.P. CULVERT PIPE D. DEGREE OF CURVE E.A. END ABRUPT EA. EACH E. EAST OR EAST PROJECT COORDINATE E. ELECTRICAL LINE E.B. EASTBOUND EBS, EXCAVATION BELOW SUBGRADE ELEC, ELECTRICAL EL. or ELEV. ELEVATION E.P. ELECTRICAL POLE EXIST. EXISTING F.E. FIELD ENTRANCE F/W FRONT OF SIDEWALK FT, F0OT G. GAS G.V. GAS VALVE HOR, HORIZONTAL HYD. FIRE HYDRANT INL, INLET I.D. INSIDE DIAMETER, INV, INVERT (ELEVATION) I.P. IRON PIPE OR PIN LB, POUND L. LENGTH (OF CURVE) L.F. or LIN, FT, LINEAR FOOT LT. LEFT MAX. MAXIMUM M.H. MANHOLE MI, MILE M.L. or M/L MATCH LINE MIN, MINMUM N• NORTH OR NORTH PROJECT COORDIATE N.S.P. NORTHERN STATES POWER N.B. NORTHBOUND NO, NUMBER N.E. NORTHEAST NOR, NORMAL N•W, NORTHWEST PAVT, PAVEMENT P.E. PRIVATE ENTRANCE PB or P.B. PULL BOX P.C. POINT OF CURVATURE P.I. POINT OF INTERSECTION P.T. POINT OF TANGENCY QTY, QUANTITY R. or RAD. RADIUS R.P. RADIUS POINT RL, R/L REFERENCE LINE R.P. REFERENCE POINT R.C.C.P.S.S. REINFORCED CONCRETE CULVERT PIPE, STORM RE YD, REQUIRED REF. REFERENCE LINE RECONST, RECONSTRUCTION RT. RIGHT R/W RIGHT-OF-WAY RD. ROAD N. SANITARY SEWER SW. SIDEWALK OF SOUTHWEST S. SOUTH S.B. SOUTHBOUND SB. SIGNAL BASE S.F. or SO. FT. SQUARE FEET S.Y. or SQ. YD. SQUARE YARD ST. STREET S.D.D. STANDARD DETAIL DRAWINGS STH STATE TRUNK HIGHWAY STA. STATION SS STORM SEWER S.E. SUPERELEVATION OR SOUTHEAST T. TANGENT OR TELEPHONE LINE T.C.P. TEMPORARY CONSTRUCTION PERMIT T.P. TELEPHONE POLE T.L.E. TEMPORARY LIMITED EASEMENT TN. TOWN TYP. TYPICAL UNCL, UNCLASSIFIED EXCAVATION U.S.G.S, UNITED STATES GEOLOGICAL SURVEY USH U.S. HIGHWAY VAR, VARIABLE V.C. VERTICAL CURVE (LENGHT) VERT. VERTICAL V.P.C. VERTICAL POINT OF CURVATURE V.P.I. VERTICAL POINT OF INTERSECTION V.P.T. VERTICAL POINT OF TANGENCY W. WATERMAIN W. WEST W.B. WESTBOUND W.V. WATER VALVE ITEM 643.0100 TRAFFIC CONTROL (PROJECT) STATION TO STATION LOCATION STA. 0+50 - 186+50 CL STA. 200+00 - 279+82 CL PROJECT TOTAL ITEM 650.8000 CONSTRUCTION STAKING STATION TO STATION LOCATION L.F. STA. 0+50 - 186+50 CL 18,600 STA. 200+00 - 279+82 CL 79982 PROJECT TOTAL 26,582 L.F. COUNTY PROJECT NUMBER SHEET NO, 70.13BB 3 OF 12 ITEM 305.0110 ITEM 350,0102 STANDARD ABBREVIATIONS, MISC, QUANTITIES AND UTILITIES BASE AGGREGATE DENSE 3Z4, SHOULDERS GRANULAR SUBBASE STATION TO STATION LOCATION TON REMARKS STATION TO STATION LOCATION CY REMARKS STA. 0+50 - 186+50 CL 21279 MAINLINE STA. 90+00 - 17+50 CL 30939 MAINLINE A. 200+00 - 279+82 CL 978 MAINLINE STA, 105+76 LT/RT 218 TOWN ROADS STA, 105+76 LT/RT 22 TOWN ROADS STA. 0+50 - 279+82 LT/RT 60 PE's AND FE's PROJECT TOTAL 4,157 CY PROJECT TOTAL 32339 TONS ITEM 455.0605 ITEM 305,0120 TACK COAT BASE AGGREGATE DENSE 1 1 A MAINLINE STATION TO STATION LOCATION GAL REMARKS STA. 0+50 - 186+50 CL 1,240 MAINLINE STATION TO STATION LOCATION TON REMARKS STA. 200+00 - 279+82 CL 532 MAINLINE STA. 0+50 - 279+82 LT/RT 34 TOWN ROADS STA. 90+00 - 17+50 CL 3,534 MAINLINE PROJECT TOTAL 1,806 GAL, STA.105+76 LT/RT 160 TOWN ROADS PROJECT TOTAL 3,694 TONS ITEM 460.1101 HMA PAVEMENT TYPE El; ASPHALT MATERIAL PLANT MIX PAVEMENT ITEM 325.0100 STATION TO STATION LOCATION TONS REMARKS PULVERIZE AND RELAY EXISTING PAVEMENT STA. 0+50 - 186+50 CL 99548 MAINLINE STA. 200+00 - 279+82 CL 41097 MAINLINE STA. 0+50 - 279+82 LT/RT 263 TOWN ROADS STATION TO STATION LOCATION SY REMARKS STA. 0+50 - 279+82 LT/RT 72 PE's AND FE's PROJECT TOTAL 13,980 TONS STA. 0+50 - 186+50 CL 459467 MAINLINE PAVEMENT QUANTITIES STA. INCLUDES ASPHALTIC 200+00 - 279+82 CL 19,511 MAINLINE MATERIALS PG. 58-28 STA. 0+50 - 279+82 LT/RT 11365 TOWN ROADS STA. 0+50 - 279+82 LT/RT 376 PE's AND FE's UTILITIES DIGGERS HOTLINE TELE. 1-800-242-8511 PROJECT TOTAL 663719 SY BALDWIN TELECOM MAGELLAN MIDSTREAM PARTNERS 930 MAPLE STREET 2451 W. CTH C BALDWIN, WI 54002 ROSEVILLE, MN 55113 TEL. (715) 684-3346 TEL (651) 633-1519 ATTN. KEN CARLSRUD ATTN. GARY ROBIDEAUX RECYCLED ASPHALT PLACEMENT DAIRYLAND POWER CO-OP XCEL ENERGY-HUDSON ❑FFICE 3200 EAST AVE. SOUTH 1201 LIVINGSTONE ROAD P.O. BOX 817 HUDSON, WI 540I6 LA CROSSE, WI 54602 TEL. (715) 386-4798 STATION TO STATION LOCATION CY REMARKS TEL. (608) 787-1367 ATTN, KURT CHILDS ATTN. DARREN NORDSKOG PIERCE-PEPIN ELECTRIC CO-OP TOWN ❑F EAU GALLE STA. 90+00 - 117+50 CL 559 MAINLINE W7725 U.S. HWY 10 390 CTH BB ELLSWORTH, WI 54011 WOODVILLE, WI 54028 STA. 105+76 LT/RT 33 TOWN ROADS TELE, (715) 273-4355 TEL, (715) 684-3936 ATTN. JERRY DEWOLFE ATTN. JIM LUND, CHAIRMAN PROJECT TOTAL 592 CY ST. CROIX ELECTRIC CO-OP ST, CROIX COUNTY HWY, DPT, 1925 RIDGE\JAY ST, P.O. BOX 108 HAMMOND, WI 54015 1150 DAMS ST, TELE. (715) 796-7000 HAMMOND, WI, 54015 ATTN. ROB DOOLEY TEL. (715) 796-2227 ATTN. TIM RAMBERG, HWY. COMMISSIONER NOTE: OLD AND ABANDONED FENCES TO BE COUNTY PROJECT NUMBER SHEET NO. o NOTE: UTILITIES NOT SHOWN REMOVED AND DISPOSED OF AT THE CAUTION ON PLANS DISCRETION OF THE COUNTY. 70.13BB 5 OF 12 FIELD LOCATE PRIOR TO o so' 100' I CONSTRUCTION PLAN & PROFILE SHEETS Anthony Julius Acres LLC I 60' ROW Anthony Julius Acres LLC SLOPEI INTERCEPT 668 Valley View Trail 45' ROW SLOPE INTERCEPT ' EXISTING 668 Valley View Trail , Somerset, WI 54025 EXISTING E5 Rov�.O.W. Somerset, WI 54025 ' a -------------- ----------------- -- - ---- 0 _--__—__----__----��- _�-'------__—M- M��-_----__—_-_-_—_ + _-------v-�-- a wi—wi wi wi _ _- gs--�.---------�- -.- _ ---------- tM !tll 1M1 1M 1911 I3V1 f011 _1M 1911 1 —_ 1M—l➢11-1011—tM �•1911 �f tea--� 't0�T91 �1M-1011-1M-1?t —1M1-1 011-1M-1M—ttl—lM�-3011�y,--wt—wf—wi— -- JII "�------- - ---- II 3 on tai lon tm - — - — � -- - - - - - - - - - - o-- �- 6 ------ 3-------------------- ----.- 10 t O -� VVIVIVII — — = ------------ O o 0 0 }- a+ + m — — — — — — — m— — — — — — — — — — n — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — m 00 O1 ------ °f — -------- —�---- — — — — -- --- rn— — — — — — — — — �` — rn IVIV — — —------- ----- ---- -- VV� — — — — — — — —o—:o—xo— >o—au—ao—«o—aa— ao-x—ao—m—as—xo—ao ao IV IV, — ao —s—o— --xo `zo—m—an—w—so —w— no—x—aa�"- -fS'"°— --__—_--— __--------_—'--_-- — 'lid —-___-- 33' ROW33' ROW a�,,�J�rr EXISTING EXISTING ��>_.Lj o o—za—m xu—ao-3w ao—�o—xo-3o—so—ao—as—ao— —3T xoVEDGE L G 50' ROW SLOPE TERCEPT r `T �=—�'j KeR.O.W. Kevin & Bafb Larson ExIsiNG BEGIN CONSTRUCTION ✓ EDGE OF BIT PROPOSED Kevin & Barb Larson I G C k �� ` �S 53 ROW24' 2427 20th Avenue MATCH EXISTING GRADEP2427 20th Avenue wG / %�^� PARCEL #2 Bal Baldwin, WI 54002 STA 90+00 OF SHOULDER 0.201 ACRES Baldwin, WI 54002 0,043 ACRES _ + VPI SIA_ + P.00 1 1250 K = 148.19 K = 154.8 7 1250 0 0 0 0In j 0In oa ma n M +b N +N Oi / N m N m N O N 1245 1 11 II n II 1245 a a a a m VVIVIVIVIVU W W f n W W as a as a Al 1240 A1114 pod VI VIVIVIVIVIVIV 240 VIVIVIVIVIVIV 1235 no 1235 0VIP Ve N { m n VPI TA = 101+ 5.00 1230 a = 1230 / a vt 91 rAIRI_ rodU K = 112.6 1225 h% 0000V HIGH PT EL V, 12 9,97 1225 /EXISTING PROFILE / 1220 1220 1215 1215 1210 1210 .j 1205VIVIVIV 1205 / VIVIVIVII- 1200 1200 I 1195 1195 y p, N O M1t1 0 0 hlp O N Cit1 N 71� N • mro N M Om M M Mr M • NO! Q �I� a Y mm m v 71� n Q c00 IV n WV N N 88+00 89'f 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 COUNTY PROJECT NUMBER SHEET N0. �-o--� MATCH 2Oth Ave NOTE: UTILITIES NOT SHOWN NOTE: OLD AND ABANDONED FENCES TO BE 100' LT ON PLANS REMOVED AND DISPOSED OF AT THE 70.13BB 6 OF 12 i CAUTION DISCRETION OF THE COUNTY. FIELD LOCATE PRIOR TO I u �, ��, I I � �I � CONSTRUCTION PLAN &PROFILE SHEETS � I li � I � �" .I Jeffrey &Cheryl Stone (J,� ` ,�I 4;c� •, 60' ROW Y STA 116+70 LT 2395 20th Avenue � t PARCEL #3 Dennis &Susan Monicken ��^ R.O.W. I �f`� � EXISTING I� 0.124 ACRES 222 CTH BB �' �(�� REPLACE EXISTING CMP WITH �j✓�1Jti� Baldwin, WI 54002 IEE�I,EE � SLOPE INTERCEPT , � .r 50' oW 1� `° II ��' Baldwin, WI 54002 D CMP EXISTWG -- ---------------------- � �I PROPO ED � EXISTING �� X(�� PLUGS END ECTNON �_� >< ------------------- ---- ---- - - - _ -- �---- ---a --moo-- �i - oo `s-� -----0�--- - --�� o— �---------------- ------ o-— — — — — — — - - a- — — — � — — - _ a- —a + t� + i '�--------n----------o----- � �o— + t -- —_�— _ —_ — —o-- - t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - O� O �, — _ - _ OO O u \ Ycr r wr -EEr - � /�- u*= �rcr � = �—`r ='-_—�`—r=°°r =-°`r= °=„a =�v` Vic?= �c 7sL �r—ate - �i �wr_w�= �=w`r �wi=wr_=�,c� i —uar— ei=�t=Ssr=uc� �f= jai �wr= `A _ un—w wr—wr—ar—rcr—wf�wi-�. r - ---. oCi=� �T= —Tsi=—_ur=uor�ure=�vc-- -r�er i� uer u¢r ,_----_—_- -_— -- ---- acr uor uEr - _I- __ _—__—__—__—_-._-- YEi YEr YET =—VG= Wi Mr UCi __—__ __---__—_,��— ucc--ner—ucr—ucr— —ir— —a�n— ---__—_--_— lEll 1. 1M ----YET _ ___—�.-_—__—__—__—__ —_ Tilt JM 1M —__ _—__—__—__—__—__ ,7t•� �� _�,-3p-3p-3p yp-3tl—SD-3aE-3U-3G-9U-3tl 1'90—� a —_---��--- ry� _ _ _ I�---------_—r-��—a��r�__—_- - - ---- ---- - ------ ----------------� �I I � � 33' ROW 40' ROW I� �'" � STA 113+90 I 'Q EXISTING PROPOSED > I SLOPE INTERCEPT REPLACE EXISTING CMP WITH Kevin & Barb Larson �I h 40' Row I ¢ I EDGE OF BIT Linda Sturtevant I� 64'x 42" ALUMINIZED CMP EXISTING ROW 2427 20th Avenue � (STING Baldwin, WI 54002 I II � � EDGE OF SHOULDER PARCEL #4 2420 20th Avenue PLUS END SECTIONS R.O.W. II N I � 0.14o ACRES Baldwin, WI 54002 i jI MATCH 2Oth Ave I; � 100' RT _ + _ + . 7_ 1 1250 �.\ K=113.1 K=84.05 I I 1250 0 0 o LOW PT. ST 114 69.26 0 � � N o LOW T EL V: 12 8.65 �. n v> + 0 � \ oa OM �N .-o 1245 II � B � I II � 1245 "� �I Q 4 Q N W InW y4, U \ F- F- U U ,- ,- `1240 � \ 1240 1235 '� O I 1235 M O + _ II o J 7230 I 1230 aN � �S 1225 I I 1225 1220 I 1220 I NG 0 L 1215 7215 y � -�. 121a . I I � 1210 ` I I I � - I i 1 ��1 1 �— -- I 1205 I 1205 STA 113 '90 120o N I N lzoo , I 1195 � I ( I I 1195 I I I NN MrG W � mm Om t0 fU NM OIn r0n N O mM OOI n rp �n �N Oi i f l �f � d' d d' Y M M M M N N N O O I e� O O O O O 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114t00 115+00 116+00 117+00 118+00 �i:y