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Home My WebLink About2007.pdfINDEX OF SHEETS SHEET N0, 1 TITLE SHEET NO. - STANDARD ABBREVIATIONS AND DETAILS SHEET NO. - ESTIMATES OF QUANTITIES SHEET NO. 2 MISCELLANEOUS QUANTITIES, TYPICAL SECTION SHEET NO. - EROSION CONTROL PLAN SHEET N0, 3-5 PLANVIEW SHEET NO. - STANDARD DETAIL DRAWINGS SHEET NO. - SIGN PLATES SHEET NO. - STRUCTURE PLANS SHEET NO. - COMPUTER EARTHWORKS DATA SHEET N0. - CROSS SECTIONS TOTAL SHEETS = 5 ST. CROIX COUNTY HIGHWAY DEPARTMENT PLAN OF PROPOSED IMPROVEMENT CTH "A"/BURKHARDT (CTH "U" - OLD MILL ROAD) ST. CROIX COUNTY COUNTY PROJECT NUMBER 70.06A3 --mulmomm• R-19-W PROJECT DESCRIPTION "� s CTH "A" THRU BURKHARDT CONSTRUCTION PROJECT NUMBER 70.06A3 YEAR OF CONSTRUCTION 2007 BEGIN PROJECT 1 2007 DESIGN DESIGNATION STA. 102+00 A.D.T. 2007 = 7700 &d A.D.T. 2027 = 9400 1 SAY ow D.H.V, 2027 = 1500 I urkhardt D. = 50/50 T,(% OF A.D,T,) = 9% END PROJECT ESAL or = 2,248,400 H S pp Fa{� ( ACCEPTED FOR h !S1 Lak f I n f STA. 119+25 ST. CROIX COUNTY COUNTY LINE CORPORATE LIMITS PROPERTY LINE CONVENTIONAL SIGNS COMBUSTIBLE FLUIDS (UNDER PRESSURE) UNDER GROUND UTILITIES GAS ELECTRIC LOT LINE — — TELEPHONE LIMITED HIGHWAY EASEMENT SERVICE PEDESTAL CABLE MARKER EXISTING RIGHT OF WAY _ _ POWER POLE NEW RIGHT OF WAY TELEPHONE REFERENCE LINE SLOPE INTERCEPT �— RAILROADS ,ORIGINAL GROUND PROFILE r� MARSH EXISTING ROADWAY OR PRIVATE ENT. — _— _— WOODED AREA ,CULVERT IN PLACE RIGHT-OF-WAY MARKERS CULVERT REQUIRED 0 OVER HEAD LINES CULVERT REQUIRED PROFILE 0 ❑ FENCE LINE CAUTION •G �E f 6 le LAY OUT GRAPHIC SCALE 0 2000 4000 ( IN FEET } -_ommilm— TOTAL NET LENGTH OF CENTERLINE = 0.204 MI. '9-N COORDINATES ON THIS PLAN ARE REFERENCED TO ST. CROIX COUNTY COORDINATES SYSTEM DATE RICHARD KING (HIGHWAY CHAIRMAN) DATE TIM RAMBERG (HIGHWAY COMMISSIONER) ORIGINAL PLANS PREPARED BY ST, CROIX COUNTY HIGHWAY DEPT. DATE SIGNATURE ST. CROIX COUNTY REVISION HIGHWAY DEPARTMENT DATE PREPARED BY SURVEYOR FRAN BLESKACEK RLS DESIGNER JEFFREY S DURKEE P.E. DRAFTED BY D A. RFHNELT CHECKED BY TIM M ER COU TY HWY COMMISSIONER EXISTING R/W 12" GRANULAR F PROPOSEI 4' 1 4' GRAV. ASPH. TR rVICAL 4' 4' ASPH. GRAV. SHLDR LDR HLDR DMWK. ' BEGIN WDENING AATT�EEDNGE "OWN ppWD�ENING AT EDGE } APPROXIMATE 12.5' { �APPROX WA1ET27T 0.02' , 0.02' , 1 8" BASE AGGREGATE DENSE (1 1/4" OR 3/4") 3 1/2" ASPHALTIC PAVEMENT TYPE E3 MILL CRUSH AND RELAY EXISTING BASE AND PAVEMENT (BY OTHERS) PROPOSED TYPICAL SECTION MATCHING EXISTING GROUND — CTH "A" STA. 104+50 TO 105+00 LT STA. 110+80 TO 111+40 RT STA. 113+80 TO 114+10 RT (SEE NOTE#9) STA. 114+10 TO 115+20 RT (SEE NOTE#10) EXISTING R/W H & FERTILIZER EXISTING GROUND L12" GRANULAR SUBBASE t---MINIMUM 6" BELOW SUBBASE 8" BASE AGGREGATE DENSE (1 1/4" OR 3/4") 1/2" ASPHALTIC PAVEMENT TYPE E3 MILL CRUSH AND RELAY EXISTING BASE AND PAVEMENT (BY OTHERS) PROPOSED TYPICAL SECTION WITH DITCH — CTH "A" STA. 102+00 TO 104+50 LT & RT STA. 104+50 TO 110+80 RT STA, 111+15 TO 112+25 LT NOTES: LOAD SPREAD FOR TYPICAL DITCH SECTION GRANULAR SAND = 55 C.Y. PER 100' OR 0.55 C.Y. PER FT PER SIDE TRI AXLE 12 C.Y. = 21.8 F.T. QUAD AXLE 16 C.Y. = 29.1 F.T. AGG. BASE COURSE = 30 C.Y. PER 100' OR 0.30 C.Y. PER F.T. PER SIDE TRI AXLE 12 C.Y. = 40 F.T. QUAD AXLE 16 C.Y. = 53 F.T. VAGED TOPSOIL & MULCH rI _ SEED & FERTILIZER I'- VARIIABLE 12' MIN. 24' MAX. .t 2.1' O .DV/FT. I 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 DRIVES. TYPICAL SECTION FOR PRIVATE DRIVES AND FIELD ENTRANCES 1.) STA, 102+00 BEGIN WIDENING STANDARD CROSS SECTION BOTH SIDES OF ROAD. 2.) STA. 104+50 - 105+00 LT. WIDEN ROAD BUT DO NOT CONSTRUCT DITCH. MATCH SHOULDER WITH LAWN. 3.) STA. 105+00 END WIDENING LT. (WEST) SIDE OF ROAD, CONTINUE STANDARD WIDENING RT. (EAST) SIDE OF ROAD. 4.) STA. 110+00 - 110+60 RT, CONSTRUCT VERY MINIMAL DITCH TO FIT 5.) STA. 110+80 - 111+40 RT. WIDEN ROAD BUT DO NOT CONSTRUCT DITCH. MATCH SHOULDER WITH EXISTING YARD GRADE. 6.) STA, 111+40 END WIDENING RT. (EAST) SIDE. 7.) STA, 11 1 +15 - 112+25 LT. (WEST) WIDEN ROAD WITH TYPICAL FILL SECTION. 8.) STA. 11.2+25 END WIDENING LT. (WEST) SIDE. 9.) STA. 113+80 - 114+10 RT. FOLLOWING INSTALLATION OF CATCH BASIN AND CASTING TO WIDEN ROAD. SHAPE SHOULDER AND SHALLOW DITCH TO DRAIN TOWARD CATCH BASIN GRATE, MAY REQUIRE PAVED SWALE. 10.) STA. 114+10 - 115+20 RT. FOLLOWING INSTALLATION OF CATCH BASIN, CASTING AND CONCRETE ENCASED CULVERT IN DITCHLINE WIDEN ROAD OVER CULVERT, SHAPE SHOULDER AND SHALLOW DITCH TO DRAIN TOWARD CATCH BASIN GRATE, MAY REQUIRE SEED & FERTILIZER PAVED SWALE. LVAGED TOPSOIL & MULCH Curb Wet Frame, Grate Heavy Duty Fumished without curb box for use at driveway locations. COUNTY PROJECT NUMBER SHEET { BURKHARDT WIDENING-70.06A3 2 OF 5 TYPICAL SECTIONS UTILITIES DIGGERS HOTLINE TELE. 1-800-242-8511 FRONTIER COMMUNICATION -FIBER OPTIC 154 E, End ST. P.O. BOX 446 NEW RICHMOND, WIS, 54017 TEL. (715) 243-7014 ATTN, TERRY DORR MIDWEST NATURAL GAS 611 SHAY ST, SOMERSET, WIS. 54025 TEL, (715)-247-5279 ATTN. JUSTIN JACOBS XCEL ENERGY-HUDSON OFFICE 1201 LIVINGSTONE ROAD HUDSON, WI 54016 TEL, (715> 377-1810 ATTN, STEVE JOHNS13N ST. CROIX ELECTRIC CO-OP 1925 RIDGEWAY ST. HAMMOND, WISC. 54015 TEL. (715)-796-7000 ATT. STAN HIGBY AMERITECH-AT&T 304 SOUTH DEWEY ST. EAU CLAIRE, WIS. 54701 TEL. (715) 539-5565 ATTN. RICK PODOLAK y ST. CROIX COUNTY HWY, DEPARTMENT P.O. BOX 108 1150 DAMS ST. HAMMOND, WIS. 54015 TEL. (715)-796-2227 ATTN. TIM RAMBERG, HWY. COMMISSIONER NOTE: EROSION CONTROL EROSION CONTROL MEASURES AND STRUCTURES REFERENCED IN THE PLAN AND PROFILE SHEETS REFER TO THE WISCONSIN COUNTY HIGHWAY ASSOCIATION'S "STANDARDIZED EROSION CONTROL REFERLNCE PLAN" ON FILE WITH THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES. NEENAH-Y-N" , COUNTY PROJECT NUMBER SHEET NO. CTH "A- (70.06A3) 3 OF 5 PLAWEW BURKHARDT WIDENING SCALES: 1" 50' HOR fi %y.ro s. s , l. Al 1 +` 'LT. .,..., �� Y� ;,.-;� „ ,$ _- s . ..� `_ � �. -:• _ BOOCKRRETAINING WALL _ -_.. . ; �* ,�. .� ,► BETWEEN EAST EDGES _ •_ f .,'`�` OF CULVERT. PLACE - . ,,,,�„ ram, � ♦ �` � >� ;.r-.� CULV ERT MARKERS ON ENDS k t ya s ,r PI StoS O 105+70g70 E — % BEGIN WIDENINGV. a, r STA 102+00 LT.&RT. ` 3` z •. - i t s r jTA 104+50-105+00 LT. •+ ' I DO NOT CONSTRUCT DITCH MATCH SHOULDER WITH F ISTING GROUND ' . 1 A 103+15 C/L y K - PRESERVE 24 CMP -=--- 0 o WITH END SECTIONS - .4 _ .' --_.__ - - - - — • E XSTA 107+75-110+00 RT. REMOVE OLD ABANDONED FENCELINE - - - � cb � ` A �, _ - �• � - wcs AND CLEAN UP BRUSH STA 106+85 STA 105+00 REPLACE EXISTING CMP o y END WIDENING LT. SIDE WITH ` 48 X18 CMP CONTINUE WIDENING RT. SIDE g N EAST PLUS END SECTION O,_ � _ate _, < �� .,►� . WWSTA 105+90 RT. ' END ONLY, RESTORE RIP RAP � f S4VAGE AND RELOCATE EXISTING BASIN WEST END. •,; 18 CMP WITH ENDWALLS 5' EAST ,� s •- - I •_. ',.. CAUTION , - i i icSSHOWN _ SEE PAGE 2 OF 5 FOR STATION SPECIFIC ONPLANS COLOCATE To DETAILS REGARDING BURKHARDT WIDENING CONSTRUCTION TRUCTION SCALES: 1' = 50' HOR �_ ate•._- t` >TA 111+15 i U 112+25 L_ i WIDEN ROAD STA 110+60 LT. CONTACT LANDOWNER ABOUT CLEANING OUT SEDIMENTATION BASIN COUNTY PROJECT NUMBER SHEET NO. CTH 'A' (70.06A3) 4 OF 5 PLANVIEW BURKHARDT WIDENING STA 112+05 C/L,LT. &RT. PRESERVE EXISTING CULVERT � ,� STA 114+25 LT. AND CATCH BASIN MATCH OLD MILL RD. AT 100' LT. - _ STA 114+10 C/L REMOVE E/dSTING CMP. IN- ALL 68' a +' OF 24" 12 GAGE ARCH CMP BETWEEN NEW CB AND A ' EXISTING MANHOLE ON NORTH SIDE OF ROAD. FLOW LINE ELEVATION AT NEW CATCH BASIN = 95.10. ENCASE SOUTH 8' OF CULVERT IN CONCRETE AS THERE F WILL BE MINIMAL COVER. FLOW LINE ELEVATION AT EXISTING MANHOLE ON NORTH SIDE OF ROAD = 94.56 i ' " � _ BUIL UP SU E ALE TION � �i D P R E VA "� AND PAVE TO 20 LT. -__— 4 BETWEEN PC AND PT SEPTIC VEN I5 _ — ' 1 \F.O�R� TRUCK TRAFFIC z EXISTING�C/L _ _ E G o A? \ \\ _ — _ t _ I1 LCK)- _ 1p 4 m hKK Z)I 11 R . t` ` \ { ,# + BEN<, M A 4+20 33 T \ , 1 _ sca 1+3.97 „T\ SPIKE IN P.P. ASSUMED ELEVATION = 100.00 \' \\\ \�4 \ STA 110+00 TO DRIVEWAY RT. t •_ VERY MINIMAL DITCH — } STA 114+10 22' RT. INSTALL 3'X2'X30" CATCH BASIN �y, b WITH NEENAH CASTING AND GRATE #R3067C. TOP OF GRATE ELEVATION = 97.20few = ,- STA 110+80-111+40 RT.(AREA BETWEEN DRIVLv,.Y, i � r \ ` WIDEN ROAD, NO DITCH MATCH GROUND WITH SHOULDER, `'.��" `�� ,.-�►\, STA 114+10 22'f RT. TO STA 115+44 RT. INSTALL 126' OF 18" CMP WITH END SECTION ,-)N EAST END. INSTALL 4 20'X18" CMP WITH 4-10' ANGLE BANDS FOR THE FIRST 4 PIPE I.N .# �SECTIONS EAST OF NEW CATCH BASIN AND -_ ' ` J ENCASE THESE FOUR PIPE IN CONCRETE DUE >. riEs NOT SHOWN s- TO MINIMAL COVER. AUTION "' _ PAGE 2 OF 5 FOR STATION SPECIFi� -' WEST FLOW LINE ELEVATION AT C.B. = 95.10 FI LID� �. PRIOR To AILS REGARDING BURKHARDT WIDENING �STRUCTtON EAST FLOW LINE ELEVATION AT END SECTION = 97.00 . s SCALES: 1" = 50' HOR t 1 �lftovTV as w 1 lob-.. = i ..,, Via_ ..pj _ f �, '►.. . ._ 3 s++- ' k r PARSE - e _ I L� r �a EX END WIDENING T j 33'RW LT. ` 1 R w �- STA + r 14 _ r r1 - - m. t. ---T _ u, ;- `a .- 33 R ,� Py/P T— PEDco l ,I NO WIDENING OR DRAINAGE WORK PROPOSED EES 1 + 1 °D AFTER STA 115+60 RT. SEE NOTES ON SHEET 2 OF 5 PROPOSED E r �'1 . ,,3 °' N O 1 i 1 "` 3 f SEE PLANS ON SHEET 4 OF 5 I— 175 :. - . 1 U-0 PI Sto 118+98 M W f A _ f PAGE 2 OF 5 FOR STATION SPECIFIC TAILS REGARDING BURKHARDT WIDENING _' "'* k. a