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Home My WebLink About2014 G.pdfINDEX OF SHEETS SHEET NO. 1 TITLE SHEET NO. 2 TYPICAL SECTIONS AND UTILITIES SHEET NO. 3 MISCELLANEOUS QUANTITIES SHEET N0. 4-5 SUPERELEVATION TRANSITIONS SHEET N0, 6-9 PLAN VIEWS TOTAL SHEETS = 9 DESIGN DESIGNATI❑N CROIX COUNTY HIGHWAY DEPARTMENT PROJECT DESCRIPTION CTH "G" FROM STH "128" TO STH "170" CONSTRUCTION PROJECT NUMBER YEAR OF CONSTRUCTION PLAN OF PROPOSED IMPROVEMENT S.T.H. 128 - S.T H 170 (� cvll. C.T.K. G ST. CROIX COUNTY E COON R�(I CUMBE 314 R-15—W A.D.T. 2012 = 2000 A.D,T, 2032 = 2600 D,H,V, 2032 = 340 I 50/50 END CONSTRUCTION PROJECTTA Y S. 108+25 ACCEPTED FOR = 55 MPH :SAL, = 1,0 mil. BEGIN CONSTRUCTION PROJECT sr, cRolx COUNTY � ESAL, DOES NOT INCLUDE P❑TENTIAL FRAC SAND MINE, 31.41 201 G 4 DATE -TIM RAMBERG (HIGHWAY COMMISSIONER) C❑NVENTI❑NAL SIGNS �' � ❑RIGINAL PLANS PREPARED BY COMBUSTIBLE FLUIDS ST, CR❑IX COUNTY HIGHWAY DEPT, COUNTY LINE (UNDER PRESSURE) CAUTION CORPORATE LIMITS ///ZZZYZZZZ/Z UNDER GROUND UTILITIE: PROPERTY LINE GAS ELECTRIC LOT LINE - - TELEPHONE LIMITED HIGHWAY EASEMENT SERVICE PEDESTAL EXISTING RIGHT OF WAY _ _ CABLE MARKER NEW RIGHT OF WAY POWER POLE REFERENCE LINE TELEPHONES 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 O ❑ FENCE LINE LAY OUT GRAPHIC SCALE 0 2000 4000 ( IN FEET ) �owE>_ T❑TAL NET LENGTH OF C:':NTERLINE REVISION DATE COORDINATES ❑N THIS PLAN ARE REFERENCED T❑ 2/2B/14 ST, CR❑IX C❑LINTY C❑❑RDINATES SYSTEM 3/31/14 5/21/14 DATE SIGNATURE ST. CROIX COUNTY HIGHWAY DEPARTMENT PREPARED BY suRveroR FRAN BLESKACEK RLS DESIGNER DRAFTED JEFFREY S DURKEE P.E. BY TODD REHNELT CHECKED BY TIM RAMBERG COUNTY HWY COMMISSIONER COUNTY PROJECT NUMBER SHEET N0.1 18' �R LUNt 0.02' FT. 3" HMA PAVEMENT TYPE E1 0.02' FT. � 6" COMPACTED AND PULVERIZED PAVEMENT AND BASE MATERIAL 12" GRANULAR SUBBASE" EXISTING TYPICAL SECTION C.T.H. G (STA. 11+50 TO STA. 108+25) 3' PAti/E1��ANE 0.9p 0.025'./FT. t� TRAVEL LAN PAVED ANE 31.41 G TYPICAL SECTIONS AND UTILITIES UTILITIES DIGGERS HOTLINE TELE. 1-800-242-8511 XCEL ENERGY-AMERY OFFICE 801 KELLER AVE, SOUTH AMERY, WI 54001 TEL. C715) 268-3227 ATTN. VICKI BREAULT NEXTGEN C❑MMUNICATIDNS 234 EAST OAKS ST, GLENWOO➢, WI. 54013 TEL• (715) 565 7743 WE ENERGY CWISC❑NSIN GAS C❑,) 1921 8TH ST. SDUTH WISCONSIN RAPIDS, WI 54494 TEL. C715) 421-7268 ATTN. TOM KRDSTAG ST, CR❑IX ELECTRIC CO-OP 1925 RIDGEWAY ST. HAMMDND, WIS, 54015 TELE, C715)-796-7000 ATTN. RDB DOOLEY �r _ CELECT C❑MMUNICATI❑NS, INC, 1\IYl 5131 MCKAY AVE, SPRING VALLEY, WI. TEL (715) 778-2121 4.5" HMA PAVEMENT TYPE E3 2.5" LOWERLAYER 2.0" UPPERLAYER 18' CLEAR ZONE 3.5" CRUSHED AGGREGATE BASS COURSE SHOULDER 6;1 ADD 3" OF 1Y4" CRUSHED AGGREGATE OVER EX. PAVEMENT, PULVERIZE AND RELAY EXISTING BASE AND SPREAD TO A 36' WIDTH. APPLY BASE ONE LIQUID BASE STABILIZER AND REPULVERIZE TO A 5" DEPTH, 32 WIDE. MAINTAIN ADEQUATE MOISTURE CONTENT DURING COMPACTION. EXISTING CRUSHED AGGREGATE BASE COURSE TYPICAL FINISHED SECTION C.T.H. G PAVING (STA. 11 +50 TO STA. 108+25) NOTE: 3"x24' CRUSHED AGGREGATE LOAD SPREAD = 72 L.F PER QUADAXLE TRUCK 20 SOUTH WILSDN AVE• RICE LAKE, WI 54868 TEL, C715) 234-5537 ATTN. ➢ON LARSON CENTURYTEL ST. CROIX COUNTY HWY. DPT. P.O. BOX 108 1150 DAVIS ST. HAMMDND, WIS, 54015 TEL. (715) 796-2227 ATTN. TM RAMBERG, HWY, COMMISSIONER CITY OF GLENWOOD CITY P.O. BOX 368 113 WEST OAK STREET GLENWOOD CITY, WI 54013 TEL. (715)-265-4227 ATTN. JOHN LARSON, MAYOR T❑WN ❑F GLENW❑OD 3099 160th AVENUE GLENWOOD CITY, WI 54013 TEL, C715) 265-7782 ATTN. JOE DRAXLER, CHAIR VILLAGE OF D❑WNING 306 MAIN ST. DOWNING, WI. 54734 TEL C715)-265-7749 ITEM 455.0605 ITEM TACK COAT LIQUID BASE STABILIZER STATION TO STATION LOCATION GAL REMARKS STATION TO STATION LOCATION GAL REMARKS STA. 11+50 - 108+25 STA. 55+05 CL 800 LT 8 PROJECT TOTAL 808 GAL. *AT SPECIFIED APPLICATION RATE OF 0.025 GAL/SQ.YD. MAINLINE 320th ST. STA. 11+50 - 108+25 CL ITEM 460.1103 HMA PAVEMENT. TYPE E_3; ASPHALT MATERIAL. PLANT MIX PAVEMENT STATION TO STATION LOCATION TONS 1 STA. 11+50 - 108+25 CL _g3�* � � ` STA. 55+05 LT �� STA. 108+10 LT/RT 77 PROJECT TOTAL �;4T/TON �\ ITEM 325.0100 PULVERIZE AND RELAY EXISTING BASE AND SURFACE STATION TO STATION LOCATION S.Y. REMARKS 940 MAINLINE 32' WIDE PROJECT TOTAL 94U GAL. REMARKS MAINLINE (4.5" DEPTH) 320th ST. CTH G & STH 170 PAVEMENT QUANTITIES INCLUDES ASPHALTIC MATERIALS PG. 58-28 ITEM 305.0110 BASE AGGREGATE DENSE 3/4". SHOULDERS STATION TO STATION LOCATION STA. 11+50 - 108+25 CL 25,800 MAINLINE STA. 55+05 LT 330 320th ST. STA. 11+50 - 108+25 RT./LT. STA. 11+50 - 108+25 RT./LT. PROJECT TOTAL 26,130 S.Y. PROJECT TOTAL ITEM 650.8000 ITEM 643.0100 CONSTRUCTION STAKING TRAFFIC CONTROL (PROJECT STATION TO STATION LOCATION L_F. STATION TO STATION LOCATION LS. STA. 11+50 - 108+25 CL 9,675 STA. 11+50 - 108+25 CL 1 PROJECT TOTAL 9,675 L.F. PROJECT TOTAL 1 L.S. TON REMARKS 1,940 ALONG MAINLINE 50 P.E. AND F.E.'S 1,990 TON COUNTY PROJECT NUMBER SHEET N0. 31.41G 3 OF 9 MISCELLANEOUS QUANTITIES CTH "G" ITEM 305.0120 BASE AGGREGATE DENSE 1 �4". MAINLINE STATION TO STATION LOCATION STA. 11+50 - 108+25 CL PROJECT TOTAL TON REMARKS 4,065 ALONG MAINLINE 3" DEPTH OVER PAVEMENT 4,065 TON QUAD LOAD SPREAD = 72 L.F. ��f�`f� P��-u-� `��s ��G«� ��w,� �� COUNTY PROJECT NUMBER SHEET NO. 31.41 G 4 OF 9 SUPERELEVATION TRANSITION DIAGRAMS AND TYPICAL SECTIONS 179' T 179' T 182' T 182' T 128' L 128' L 134' L 134' L -__ 86' 42' 42' 86' 9o' mi 44' 44' 90' -0.06 LEFT 0.056 LEFT 0.056 -0.06 -0.06 LEFT -0.05 LEFT -0.05 -0.06 -0.04 ---- -0.04 -0.04 -0.04 -0.02 - -0.02 -0.02 -0.02 C/L C/L C/L C/L 0.02 -- 0.02 0.02 0.02 0.04 0.04 0.04 0.04 0.06 RIGHT -0.056 RIGHT -0.056 0.06 0.06 RIGHT 0.05 RIGHT 0.05 0.06 O n N co m o Lo m Rn i M to m ro + F + + 0) + + + + + + { + + + N N N N N M M M M Lo M o3 of O M M M "f' Q Q Q Q ~~Q Q Q Q Q ¢ FQF Q Q Z V) CJ R c'-' to Z z U of d' F'- fn Z 0 a (L (L o 0 0 0 n Ld (L IL o No 0 Z Q N Q U Q N Q V Z N l'. N iR' Z N 2 N LD W p Z W p Z CURVE #1 W m CURVE #2 W R=1096.07 R=1915.06 177' T 177' T 196' T 196' T 133' L 133' L 145' L 145' L ---._-- 89' 44' 44' 89' 97' 48' 48' 97' -0.06 LEFT 0.057 LEFT 0.057 -0.06 -0.06 LEFT -0.06 LEFT -0.06 -._-_ -0.06 -0.04---- -0.04 -0.04 --•-- -0.04 -0.02 -- - --- -0.02 -0.02 - -- - - - - -0.02 C/L _. C/L - C/L 0.02 0.02 0,02 02 0.02 0.04 0.04 0.04 0.04 0.06 RIGHT -0.057 RIGHT -0.057 0.06 0.06 RIGHT 0.06 RIGHT 0.06 n N to � 00 tmo in o �' Lo MO W m + + I + + + + + + + E + o + + N c0 ^ i� N N to d• to m co O O d• d st• 'd' m m N m N Lo p Lo co co (o Z V) U K t- N Z Z_ UY V it .:.. W cn Z C o ° o a ° 0 0 o a a o 0 Z V N N V L) N U N N V cm) Q Z Q J Q 9 b\ J D z of Z a p O � Z O mm W Z m Lu Z CURVE #3 CURVE #4 R=1436.03 R=764.82 COUNTY PROJECT NUMBER SHEET NO. 31.41 G 5 OF 9 SUPERELEVATION TRANSITION DIAGRAMS AND TYPICAL SECTIONS 130' T 130' T 179' T 179' T 79' L 79' L 128' L 128' L 53' 26' 26' 5386' 42' 42' 86' -0.04 LEFT -0.03 LEFT -0.03 -0.04 -0.06 LEFT -0.05 LEFT -0.05 -0.06 -0.02 -- - - - -0.02 -0.04 -- -0.04 C/L - C/L -0.02 - ---- -- -0.02 0.02 0.02 C/L--•-------- -- C/L 0.06 RIGHT 0.03 RIGHT 0.03 4 0.02 -- 0.02 0.0 0.04 0.04 to 0.06 RIGHT 0.05 RIGHT 0.05 0.06 t0M 0 W 00 + to co t00 + + + + 0+ + + co d coN O N toto rn I� co tor m 000 000 ro t j t+D c+0 + + + N t+M Q Q Q 00 OD coO F F N < N Q Q a Q Cp 01 CFA Z Nafn a Z W dN 0zO (L O 0 (� V) a w cit F On z z ¢ (n �N ¢ U V)i Ee a M E� Q Z Q N N Q U z t.V tz N 02 D J Q f.0 z O Z tV W N Z m W m Z z W CURVE #5 CURVE #6 R=4098.81 R=1933.13 196' T 196' T 145' L 145' L 97' 48' 48' 97' -0.06 LEFT 0.057 LEFT 0.057 -0.06 -0.04 ---- -0.04 -0.02 -0.02 C/L C/L 0.02 - 0.02 0.04 0.04 0.06 RIGHT -0.057 RIGHT -0.057 0.06 N tD c t0 + d+. t+n t+0 t+0 0 + + tT CD O O O .- Nrn Z N U N z o to a w o: rL � 3 IL w 0 Z Q N N 0 U -' Q J F N Z N m0: W p Z 0] z W CURVE #7 R=1392.64 Joseph R Draxler 1441 320th St Glenwood City, WI 54013 Joseph R Draxler 1441 320th St Glenwood City, WI 54013 COUNTY PROJECT NUMBER 31.41 G CTH "G" PLANVIEW 5TH "128" TO STH "170" SHEET N0. 6 OF 9 'L---- -- -- -- -- - -- -- -- -- --- -- -- -- -- -- -- -- -- -- -- -- -- -- - � >n --------------------------_---------_---------------------------------- L-1--------------------------- --------------------------------------------- 80 11+00 2+00 13+�—�4+Oii-- �TS00 18�" +0a-- -1S+b0 N 9' 39' 26.41'E 1�� 0+00— �T�00 — 2TfIItT �3+00-- -2�00 25�[ --------------------------„------------t� ��----------------------------------------------------• � -1 I - - - 1--I-- - - - - - - - -- -- --- r•1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- - / Gerald F Leonard 1298 Hwy 128 Glenwood City, WI 54013 BEGIN CONSTRUCTION STA 11+50 TO BE CONFIRMED PRIOR TO PULVERIZING ul/ (,�� a�� Joseph R Draxler � �c 1441 320th St - - - - -�-I- - Glenwood City, WI 54013 � I---a-.�_-_- �' I � i � � - ------------------ � 'L - 25�U6--�6+OU- Rosalie M Rothstein PO Box 512 Cable, WI 54821-0512 - -�___ � 28+ ��29{-�� ` _-- ` R-�70 _ ` - __ � ��00` __ �` --- � -� � �- � �' _ � ` � � Paul V &Susan J Sween - � - -`- ___�_ � ° s,4� '` __ 300 1st St NW L � - ` �� z6o 56•S f Z+oo `__ � ' `_ CURVE #2 qustin, MN 55912 CURVE �1 `-"� -- � �'` _ __ - _ _ _ _ \l` `__ — � d=77,6p64 36+00 � -�---------_ —_ --- 4b� � ��595 37+00 38+00 39+00 � — _ � _ David W & Theresa M Hoffman � ' � o --- _ - — — — — — - ------------------------------ 1505 Cty Rd X - � - `n _ Glenwood City, WI 54013--------- -- -- --- --- PROJECT NUMBER 31.41 G SHEEP N0. 70F9 Paul V & Susan J Sween 300 1st St NW Austin, MN 55912 oLo E � - -_ ---- N87 26' i744 - � r I David W 8c Theresa M Hoffman 1505 Cty Rd X Glenwood City, WI 54013 I I M City of Glenwood City PO Box 368 Glenwood City, WI 54013 00 e+ ------ ` �\ 4=19.1433 0+00 CURVE #4 SE=6.0% William C &Mabel R Hoffman 3183 Cty Rd G Glenwood City, 61+00 n WI 54013 LOT 1 C.S.M. 10/2964 CTH "G" PLANMEW i "128" TO STH "170" GURVE #3 SE=5.7% Adams Rizzi & Sween PA Retirement Acct - — 300 1st St NW o _ Austin, MN 55912 -�s+o0 __ 4_------- _._ 2t79D3 -.�50+ R.1.36.03p \ \\ David W & Theresa M Hoffman r 1505 Cty Rd X\�Ole Glenwood City, WI 54013 �`�'— � ---------------- Scott J & Kristi A Teigen 1274 Rustic Rd 4 Glenwood City, WI 54013 LOT 1 C.S.M. 7/2000 70}UQ- City of Glenwood City PO Box 368 Glenwood City, WI 54013 ------------- -- D— TEF00 Scott J & Kristi A Teigen 1274 Rustic Rd 4 Glenwood City, WI 54013 COUNTY PROJECT NUMBER SHEET NO. 31AlG 8 OF 9 CTH "G" PLANVIEW STH "128" TO STH "170" City of Glenwood City PO Box 368 CURVE #5 _ --- - Glenwood City, WI 54013 SE=3.0% _ _ — - - -- - - o N _ _ ___=---- _ --- __ 82258� Qg2�6� ------ --- _ _ _ — 81+00 80+00 79+88-- 7xan 78+00 �5pp4 79+00 _ ------ U1 Brian J Teigen 3237 CTY RD G Glenwood City, WI 54013 LOT 3 C.S.M. 12/3363 Scott J & Kristi A Teigen 1274 Rustic Rd 4 Glenwood City, WI 54013 LOT 4 C.S.M. 12/3363 ' LT% / CURVE #6 City of Glenwood City SE=5.0% PO Box 368 Glenwood City, WI 54013 01 -1--�- - +00 C _ , / RAG Scott J & Kristi A Teigen 1274 Rustic Rd 4 Scott J & Kristi A Teigen 1274 Rustic Rd 4 Glenwood City, WI 54013 Glenwood City, WI 54013 Scott J & Kristi A Teigen 1274 Rustic Rd 4 Glenwood City, WI 54013 Scott J & Kristi A Teigen 1274 Rustic Rd 4 Glenwood City, WI 54013 COUNTY PROJECT NUMBER 31.41 G SHEET N0. David W 1505 Ct Glenwood & Th eresa y Rd X M Hoffman City, WI 54013 01+00 G -3 C3� *�dL0.346 Scott J & Kristi A 1274 Rustic Rd 4 Glenwood City, WI CURVE #7 SE=5.7% Teigen 54013 Galen D Aasen 3292 130th Ave Downing, WI 54734 102+00 CTH "G" PLANVIEW STH "128" TO STH "170" David W & Theresa M Hoffman 1505 Cty Rd X i 33' Glenwood City, WI 54013 sZ' �d 3TF 105+ 0 106+00 107+00 1i I I Peggy M Heutinaker 3297 ty Rd Downing, WI 5j 734 5 4 3 2 1 L 6 6' P ggy M Heutma er 3 97 Cty Rd G D wning, WI 54734 4 3 2 1 END CONSTRUCTION STA 108+25 —J TO BE CONFIRMED PRIOR TO PULVERIZING 0 ' 33' of L 6 6' P ggy M Heutma er 3 97 Cty Rd G D wning, WI 54734 4 3 2 1 END CONSTRUCTION STA 108+25 —J TO BE CONFIRMED PRIOR TO PULVERIZING 0 ' 33' of END CONSTRUCTION STA 108+25 —J TO BE CONFIRMED PRIOR TO PULVERIZING 0 ' 33' of 0 ' 33' of