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Home My WebLink About2017 70.16D (002).pdfINDEX of SHEETS SHEET N0. 1 TITLE SHEET N0, 2-3 TYPICAL SECTIONS & MISC QUANTITIES SHEET N0, 4-10 EROSION CONTROL PLANS SHEET NO. 11-17 PLAN SHEETS TOTAL SHEETS = 17 DESIGN DESIGNATI❑N A.D.T. 2015 = 600 A.D.T. 2035 = 810 D,H,V. 2035 = 100 D, = 50/50 TX7 OF A.D.T.) = 87 V, = 55 MPH ESAL = 0,21 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 o ❑ COMBUSTIBLE FLUIDS (UNDER PRESSURE) ' UNDER GROUND UTILITIE GAS ELECTRIC TELEPHONE SERVICE PEDESTAL CABLE MARKER POWER POLE TELEPHONE RAILROADS MARSH WOODED AREA RIGHT-OF-WAY MARKERS OVER HEAD LINES FENCE LINE OHE ST. CROIX COUNTY I�IGHWAY DEPARTMENT PLAN OF PROPOSED IMPROVEMENT CTH D ST, CROIX COUNTY MBER 70.1 6D 31.417D �o� R-16-W R-15-W T❑TAL NET LENGTH ❑F MILL/PAVE CENTERLINE = 3,55 MI. C❑❑RDINATES ❑N THIS PLAN ARE REFERENCED T❑ ST, CR❑IX COUNTY C❑❑RDINATES SYSTEM ( IN FEET ) r r 0 a l f y��s/17 COUNTY PROJECT NUMBER 70.16D SHEET N0. 20F17 CLEAR ZONE �18 SEED & FERTILIZE SALVAGED TOPSOIL & MULCH 9.73' 3.25' 2.17' w o 34' FINISHED TOP 85' 15' r12' EXISTING PA\ 2' U04' 0.025'/FT.(TYP.) i i i -ROUNDING 1 (MAX) 3.5" BASE AGGREGATE DENSE 3/4"(TYP.) O c0 I I r7 N PROPOSED PAVEMENT PR. 23.27' TOP OF SUB 20,02' TOP OF SAN[ 17.85' TOP OF BASE 17' FINISHED SHOULDI 2' EXISTING PAVEMENT POINT REFERRED TO ON CROSS SECTIONS 5" PULVERIZED AND RELAYED ASPHALTIC PAVEMENT 8" BASE AGGREGATE DENSE 1 1/4"(TYP.) 3.5" HMA PAVEMENT 12" SUBBASE(TYP.) TYPE 4MT58-28S TYPICAL FINISHED SECTION C.T.H. D WIDENING STA 15+d0 to 35+00 LT STA 76+00 to 86+50 LT/RT STA 95+10 to 102+75 LT/RT STA 144+00 to 153+50 LT STA 144+00 to 156+00 RT STA 169+00 to 196+50 LT STA 169+00 to 179+00 RT STA 184+00 to 191+50 RT �-�— 27 26 CLEAR � I 0 EX. 6"x6" CURB % EX.14" THICK CONCRETE SLAB 9".12" COVER BOX CULVERT EXTENSION (NOT TO SCALE) 0.04'/Ff. CLEAR ZONE 18 SALVAGED TOPSOIL & MULCH SEED & FERTILIZER VARIABLE 12' MIN. 24' MAX. 3•� Z 9.73' o ^' 0.02' /FT. 0.021/FT. ROUNDING 6" CRUSHED AGG. BASE 1 3', tPi ROUNDING NOTE: 2" ASPHALTIC CONCRETE PAVEMENT, TYPE MV ON `NOR EXISTING PAVED DRIVEWAYS ONLY. USE 6" TOTAL DEPTH CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE MIN. TYPICAL SECTION FOR PRIVATE DRIVES AND FIELD ENTRANCES 4". TOPSOIL -SEED & EXISTING 66" RIGHT-OF-WAY 44.2' SUB GRADE 1 35.5' TOP OF SAND 1 �32.3' TOP OF BASE COURSE I 30' 3' I 12' 12 � 3' nna'/Tt. 0.02' FT. I ! 0.02'/FT. POINT REFERRED TO ON PROFILE NOTE: 2' MINIMUM DEPT OF DITCH UNLESS DETERMINED OTHERWISE BY ENGINEER T3 -6 ►{ 1 CURB � EX. WING WALL SAWCUT TIMBER OR PRECAST EXTENSION WING WALL SECTION (NOT TO SCALE) TYPICAL SECTIONS CTH H 2.1' SEED & FERTILIZER SALVAGED TOPSOIL & MULCH 4" TOPSOIL -SEED &MULCH 3'1 3" HMA PAV'T. TYPE 4MT58-285 �qk 2" SALVAGED ASPHALTIC PAVEMENT l 6" CRUSHED AGG. BASE 12" DEPTH GRANULAR SUBBASE TYPICAL FINISHED SECTION TOWN ROAD TOWN OF EMERALD UTILITIES DIGGERS HOTLINE TELE. 1-800-242-8511 ST. CROIX ELECTRIC CO-OP 1925 RIDGEWAY STREET HAMMOND, WI 54015 TEL. (715) 796-7000 ATTN. ROB DOOLEY CENTURYLINK 20 SOUTH WILSON AVE. RICE LAKE, WI 54868 TEL. (715) 234-5537 ATTN. BRUCE LARSON XCEL ENERGY—HUDSON OFFICE 1201 LIVINGSTONE ROAD HUDSON, WI 54016 TELE. (715) 386-4798 ATTN. DARREN NORDSKOG NEXTGEN COMMUNICATIONS 234 E. OAK STREET GLENWOOD CITY, WI 54013 TELE. (715) 263-2222 ATTN. TROY ELMER TOWN OF EMERALD 2432 CTH G EMERALD, WI 54013 TEL. (715) 265-7772 ATTN. HENRY HURTGEN, CHAIRMAN TOWN OF GLENWOOD 3099 160th AVENUE GLENWOOD CITY, WI 54013 TEL. (715} 265-7782 ATTN. MARK MAES, CHAIRMAN , ST. CROIX COUNTY HWY, DEPT P.O. BOX 108 1150 DAMS ST. HAMMOND, WI, 54015 TEL (715) 796-2227 ATTN. TIM RAMBERG, HWY. COMMISSIONER ITEM 325.0100 PULVERIZE AND RELAY EXISTING PAVEMENT STATION TO STATION LOCATION SY REMARKS STA. 9+50 — 86+50 CL 20,533 MAINLINE STA. 86+50 — 89+25 CL 12283 MAINLINE STA. 89+25 — 91+25 CL 978 MAINLINE STA. 91+25 — 94+50 CL 1,733 MAINLINE STA. 94+50 — 196+75 CL 27,267 MANLINE STA. 10+00 LT/RT 406 140th St./G STA, 62+81 LT/RT 413 150th St./G STA. 85+20 LT 59 154th St, STA. 89+10 LT 153 155th St. STA. 91+00 LT 109 160th St. STA, 91+23 RT 59 156th St, STA. 95+09 RT 82 157th St. STA. 115+60 RT 353 160th St, STA. 168+36 LT/RT 298 170th St, PROJECT TOTAL '' "' " ITEM 350.0102 GRANULAR SUBBASE - WIDENING STATION TO STATION LOCATION CY REMARKS VARIOUS LOCATIONS CL 5,900 SEE SHEET 2 5,900 CY ITEM 305.0110 BASE AGGREGATE DENSE 3/4, SHOULDERS STAl10N TO STATION LOCATION TON REMARKS STA. 9+50 — 86+75 Cl 631 MAINLINE STA. 94+50 — 196+75 CL 835 MAINLINE STA. 9+50 — 196+75 LT/RT 100 PE's AND FE's PROJECT TOTAL lj�uu """� ITEM 305.0120 BASE AGGREGATE DENSE 1 1 /4" - WIDENING STATION TO STATION LOCATION TON REMARKS VARIOUS LOCATONS CL 3,850 STANDARD WIDEN VARIOUS LOCATIONS CL 570 4" BOX OUT VARIOUS LOCATIONS CL 1,350 WEDGING SODS PROJECT TOTAL 5,770 TONS ITEM 455.0605 TACK COAT STATION TO STATION STA. 9+50 — 86+50 STA. 86+50 — 89+25 STA. 89+25 — 91+25 STA. 91+25 — 94+50 STA. 94+50 — 196+75 STA. 10+00 STA. 62+81 STA. 85+20 STA. 89+10 STA. 91 +00 STA. 91 +23 STA. 95+09 STA. 115+60 STA. 166+36 LOCATION GAL REMARKS CL 642 MAINLINE CL 32 MAINLINE CL 24 MAINLINE CL 43 MANLINE CL 852 MAINLINE LT/RT 10 140th St./G LT/RT 10 150th St./G LT 2 154th St. LT 4 155th St. LT 3 160th St, RT 2 156th St, RT 2 157th St. RT 9 160th St, LT/RT 8 170th St, PROJECT TOTAL 11643 GAL, ITEM 460.1 I u I HMA PAVEMENT TYPE 4MT58-28S; ASPHALT MATERIAL PAVEMENT STATION TO STATION LOCATION TONS REMARKS STA. 9+50 — 86+50 CL 51165 MAINLINE STA. 86+50 — 89+25 CL 258 MAINLINE STA. 89+25 — 91+25 CL 197 MAINLINE STA. 91+25 — 94+50 CL 349 MAINLINE STA. 94+50 — 196+75 CL 61859 MAINLINE STA. 10+00 LT/RT 82 140th St./G STA. 62+81 LT/RT 83 150th St./G STA. 85+20 LT 12 154th St. STA. 89+10 LT 31 155th St. STA. 91+OD LT 22 160th St, STA. 91+23 RT 12 156th St. STA. 95+09 RT 17 157th St, STA. 115+60 RT 71 160th St, STA. 166+36 LT/RT 60 170th St, PROJECT TOTAL 13,218 TONS ITEM 643.0100 TRAFFIC CONTROL (PROJECT) STATION TO STATION LOCATION L_S. STA. 9+50 — 196+75 CL 1 PROJECT TOTAL 1 L.S. ITEM 650.8000 CONSTRUCTION STAKING STATION TO STATION STA. 9+50 — 196+75 LOCATION L.F. CL 18,725 PROJECT TOTAL 18,725 L.F. *DONE *DONE *DONE *DONE *DONE *DONE *DONE *DONE *DONE *DONE LOAD SPREADS WIDENING SAND 33 FT, WIDENING BASE 70 FT. 4" BOXOUT BASE 145 FT, WEDGED SODS BASE 290+/- FT. CULVERT SCHEDULE STA. LOCATION LENGTH/SIZE END WALLS CTH D #70.16D 10+47 CL 60'x24" CMP 2 REQ'D 17+25 LT 30'x18" CMP 2 REQ'D 34+OS LT 26'x18" CMP 2 REQ'D 43+21 CL 54'x3O" ARCH CMP 2 REQ'D 77+73 CL 68'x48" CMP 2 REQ'D 82+81 LT 30'x1B" CMP 2 REQ'D 84+08 LT 66'x18" CMP 2 REQ'D 85+20 LT 38'xIB" CMP 2 REQ'D 85+20 RT 30'x18" CMP 2 REWD 86+86 LT 42'x15" CMP 2 REQ'D 97+55 CL 58'x18" CMP 2 REQ'D 100+48 CL 52'x48" ARCH CMP 2 REQ'D 101 +13 LT 40'x18" CMP 2 REQ'D 115+67 CL 66'x3O" ARCH CMP 2 REQ'D 121+26 CL 58'x24" CMP 2 REQ'D 149+41 CL 50'x36" ARCH CMP 2 REWD 151+53 LT 40'x18" CMP 2 REWD 153+64 LT 26'x18" CMP 2 REQ'D 174+09 CL 48'x72" ARCH CMP 2 REQ'D 188+61 CL 44106" ARCH CMP 2 REQ'D CAUTION � Y\ NOTE: UTILITIES NOT SHOWN ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION 0 50toot \ i I \ I I *DONE I IIQ ( \"\STA 10+47 CL II I REPLACE EX. CMP WITH �IoI i M4" ALUMINIZED CMP END SECTIONS (I - -- "-- - - JC X-X X�C X X 7CXX X XXX>CXg_XX.X X?C 7C X X h 0 mIt I N WEDGE OUT SODS -ADD BASE BOX OUT 4"-ADD BASE STA. 10+50 to 15+00 LT STA 17+25 P.E. WEDGE OUT SODS, ADD BASE REPLACE EX, CMP WITH 30'x18" ALUMINIZED CMP PLUS END SECTIONS co I u a 7C XX XX"XXXX.XX� %X XX_KX X iCX}CX_Illl L J_ Z /_ L7_.EZ7_J TJ_/-!"!_IlIpL "Z ! I Z-/.r_z� z&�_�lcrt czz / NOTE: OLD AND ABANDONED FENCES TO BE REMOVED AND DISPOSED OF AT THE DISCRETION OF THE COUNTY, COUNTY PROJECT NUMBER 70.16D PLAN SHEET STA. 15+00 to 35+25 LT EX, ROW STANDARD WIDENING 111fo/�1ciz/c�i/a-/-r�1lr�lr�a�c_ _ � � i31 A / � - - [ — — to--� —u, STA 17+50 F.E. - �,- (= I ( EX. CMP 46'x18" STA. 10+50 to 35+25 RT STA. 10+50 to 35+25 RT WEDGE OUT SODS, ADD BASE 45'1 (u33'II WEDGE OUT SODS, ADD BASE EX, EDGE OF BIT EX, EDGE OF SHOULDER I STA, 9+50 BEGIN PAVINGI I I I STA 34+05 P.E. STA. 15+00 to 35+25 LT REPLACE EX. CMP WITH STA 25+95 F.E. STANDARD WIDENING STA 31+79 F.E. 26'x18" ALUMINIZED CMP BRIDGE STRUCTURE B-55-0169 EX. CMP 30'x18" EX, CMP 30'x18" PLUS END SECTIONS INSTALL NEW E.A.T. ENDS AT PRESERVE AND PROTECT PRESERVE AND PROTECT ALL 4 QUADRANTS, ADT>1000 + - _ may--- �,. _s_� _� — _— W-- - -- / - - - -- - - -- - �_�z�l T T/rz� �r1_��r�lizz�`_�i�zo_ _cir c -r_r_/. �i-_��1_r_zzzzzr�_z_�c _ - o— =" xxx -xx 1p_/_7=1d�`J_LC/_-J_1-/_LI_l.Td-� 1_ ..(� d a5 / .6 / d' -"' 0 0 0 0 0 0 0 0 0 0 / o o 10 o -i,�o f- I I r I I I m I I I m I I I o EX. EDGE OF BIT EX. EDGE OF SHOULDER STA. 10+50 to 35+25 RT WEDGE OUT SODS, ADD BASE EX. ROW STA 33+75 F.E. EX. CMP 24'x18" fa7=CD=R;7=U4-&7=F,q=f'!7f:4 STA 36+79 F.E. EX. CMP 26'x18" SHEET NO.I STA. 36+50 to 66+00 LT WEDGE OUT SODS, ADD BASE xx x�x �zxxxXx xxxssxx xx xX x_; STA. 36+50 to 66+00 RT WEDGE OUT SODS, ADD BASE CAUTION NOTE: UTILITIES NOT SHOWN ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION BOX OUT 4"—ADD BASE STANDARD WEDGE OUT SODS —ADD BASA 0 50• 100' I I *DONE j STA 43+21 CL EX, ROW REPLACE EX. CMP WITH i` 54'x3O" ALUMINIZED ARCH CMP PLUS END SECTIONS - —, ---_ti> u _ — -- t —�- — - — • —IT STA 43+19 F.E. STA 46+52 P.E. NO CMP REQUIRED EX. CMP 26'x18" t I I' ICD STA. 36+50 to 66+00 LT WEDGE OUT SODS, ADD BASE EX. ROW i I � CA CXXXXxIXDV SX1�XXxAXA_AAxai x-Y"V'X7SXXX?C2S3C7C- _ZC�CXJVC�CJbxX3S�SXJC3CXJCXJ JS3CX7SX70SXX7C25XJCK3CXX?S2CXX X7SXXXX)CXXxax NOTE: OLD AND ABANDONED FENCES TO BE COUNTY PROJECT NUMBER SHEET N0. REMOVED AND DISPOSED OF AT THE 70.16D 12 OF 17 DISCRETION OF THE COUNTY, PLAN SHEET i I I j STA. 36+50 to 66+00 LT WEDGE OUT SODS, ADD BASE to - EX. EDGE OF BIT EX. EDGE OF SHOULDER II I I �I I 0 XX.XXXXxXXXXXXX.-._-.-..XXXXX)C�ZXXXXXXX)CXX�CX_XX�ZXXXXXXX�C�C?CX�f.XXXXSZXXXXXXXXXXXXXXXX.)ZXXXXXXXXXXXX_XXXX�C�C- r _ STA. 36+50 to 66+00 RT I 1 WEDGE OUT SODS, ADD BASE j �I��? EX. EDGE OF BIT i ICI I� EX, EDGE OF SHOULDER I I ol) I I STA. 36+50 to 66+00 RT WEDGE OUT SODS, ADD BASE STA. WE - 36+50 to 66+00 LT \ OUT SODS, ADD BASE J O STA 52+74 P.E. NO CMP REQUIRED ( STA. 66+00 to 76+00 LT BOX OUT 4"—ADD BASE W STA. 36+50 to 66+00 RT STA. 66+00 to 76+00 RT WEDGE OUT SODS, ADD BASE BOX OUT 4"—ADD BASE NOTE: UTILITIES NOT SHOWN ON PLANS CAUTION FIELD LOCATE PRIOR TO CONSTRUCTION EX. ROW STA. 66+00 to 76+00 LT BOX OUT 4"—ADD BASE J O STANDARD WIDENING WEDGE OUT SODS —ADD BASE BOX OUT 4"—ADD BASE *DONE STA 77+73 CL REPLACE EX, CMP WITH 68'x48" ALUMINIZED CMP — — PLUS END SECTIONS — — o + r' S\NI \\S\"111II--- - STA. 66+00 to 76+00 RT I BOX OUT 4"—ADD BASE i I / I / I STA 85+20 LT REPLACE EX. CMP WITH / I 38'x18" ALUMINIZED CMP STA 86+86 P.E. PLUS END SECTIONS REPLACE EX. 68'x4" PVC WITH 42'x15" ALUMINIZED I>1 I I !i loll CMP PLUS END SECTIONS l a l , k0 i I (�� I Isi IlLn it y111 TJ�� II// ,1r IAlF I I STA 85+20 I P.E. REPLACE EX. CMP WITH 30'x18" ALUMINIZED CMP PLUS END SECTIONS — EX. EDGE OF BIT EX. EDGE OF SHOULDER 5 NOTE: OLD AND ABANDONED FENCES TO BE REMOVED AND DISPOSED OF AT THE DISCRETION OF THE COUNTY, COUNTY PROJECT NUMBER 7U.1 6D PLAN SHEET SHEET N0. 13 OF 17 STA 85+20 LT REPLACE EX. CMP WITH 38'x18" ALUMINIZED CMP PLUS END SECTIONS STA 82+81 P.E. STA 84+08 P.E. A. 76+00 to 86+50 LT REPLACE EX, CMP WITH REPLACE EX. CMP WITH STANDARD WIDENING 30'x18" ALUMINIZED CMP 66'x18" ALUMINIZED CMP ill >I PLUS END SECTIONS PLUS END SECTIONS JI ,all i it �j � O u�l it A'o1 G l �J/_7%J17o/l L.T1_ 17 T7_ L Ld_7_/_T/_T/_T�17d1_Z_/ 77 rr 0 p O O — I M o rn m T1T1 �1 �17 /^ -77J7J t _ 71 %7"GT"T_/_/_G /f/ / 1 ri STA 79+09 F.E. STA 82+05 CL STA 85+20 P.E. NO CMP REQUIRED EX. EDGE OF BIT EMERALD STRUCTURE REPLACE EX, CMP WITH CUT DOWN CONCRETE WING WALLS 30'x18" ALUMINIZED CMP -STA. 76+00 to 86+50 RT EX, EDGE OF SHOULDER INSTALL TIMBER/PRECAST EXTENSIONS PLUS END SECTIONS STANDARD WIDENING UPDATE GUARD BEAM AFTER PAVING *DONE STA 97+55 CL REPLACE EX. CMP WITH STA. 95+10 to 102+75 LT EX. ROW 58'x18" ALUMINIZED CMP STANDARD WIDENING STA 96+25 P.E. PLUS END SECTIONS 04 NO CMP REQUIRED m q\ _ Gel P S a --- � r� T C T it i / it i f y i � i � i 7 f -7- a T� �/ .//_ /l1fZ�%� Im % 711`17_ I ell If - _ t �— .,It ,—_ �� U r--------------- ----� e1 o I1 vL l III STA 97+72 P.E. I NO CMP REQUIRED STA 99+34 P.E. REMOVE TREES NO CMP REQUIRED ( I S 95+10 R WITHIN R.O.W. STA. 95+10 to 102+75 RT N CMP REQ IRED STANDARD WIDENING I I i I 0 50' 100' *DONE STA 101 + 13 F.E. REPLACE EX. CMP WITH 40'x18" ALUMINIZED CMP PLUS END SECTIONS in—.. Z771II LT STA 100+48 CL REPLAC EX, CMP WITH 52'x48" I ALUMINIZED ARCH CMP PLUS END SECTIONS I I *DONE STA 115+67 CL RE (LACE EX. CMP WITH 66'x30" ALUMINIZED ARCH CMP CAUTION NOTE: UTILITIES NOT SHOWN ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION STA. 95+10 to 102+75 LT STANDARD WIDENING EX. ROW —'.o STA 102+84 F.E. EX. CMP 26x18" PRESERVE AND PROTECT STA. 95+10 to 102+75 RT STANDARD WIDENING BOX OUT 4"—ADD BASE STANDARD WIDENING WEDGE OUT SODS -ADD BASE — EX. EDGE OF BIT EX. EDGE OF SHOULDER *DONE STA 121+26 CL REPLACE EX, CMP WITH 58'x24" ALUMINIZED CMP PLUS END SECTIONS EX. ROW STA 121+63 F.E. EX. CMP 24'x18" tip—o.,-,—ti1 —0_, _, —a- - - STA 121+25 F.E. NO CMP REQUIRED EX. EDGE OF BIT NOTE: OLD AND ABANDONED FENCES TO BE REMOVED AND DISPOSED OF AT THE DISCRETION OF THE COUNTY, STA. 102+75 to 144+00 LT WEDGE OUT SODS —ADD BASE COUNTY PROJECT NUMBER 70.1 6D PLAN SHEET SHEET NO.I Ax Q it r !f co I 102+75 to 144+00 RT WEDGE OUT SODS —ADD BASE i STA. 102+75 to 144+00 LT WEDGE OUT SODS —ADD BASE EX. EDGE OF SHOULDER I— STA. 102+75 to 144+00 RT WEDGE OUT SODS —ADD BASE STA 129+03 F.E. EX. CMP 40'x18" CAUTION 0 50' 100' NOTE: UTILITIES NOT SHOWN ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION STANDARD WIDENING WEDGE OUT SODS -ADD BASE BOX OUT 4"-ADD BASE NOTE: OLD AND ABANDONED FENCES TO BE REMOVED AND DISPOSED OF AT THE DISCRETION OF THE COUNTY, COUNTY PROJECT NUMBER 70.16D PLAN SHEET SHEET NO.I STA 135+50 F.E. EX. ROW STA. 144+00 to 153+50 LT EX. CMP 20'x18" STA. 102+75 to 144+00 LT STANDARD WIDENING WEDGE OUT SODS, ADD BASE N O> _:...=� — .... --• -- __:u— .—., _.,--, .. r,— _——�cr—"--o ,__ c .: c, --.., u,=c, ...— —c_.,— —c..: c, —a, c --cn— .__�_ w -n=n��n�c�x��x�a�xxXxXKx7c-X7ChYXXX7CKXJCXX7C-JAY_-/-_L/_l_%J%.T1152'-171_1IL/L-L7__fd_/� STA 132+13 F.E. STA 136+60 P.E. EX, CMP 24'x18" EX. CMP 22x18" *DONE STA 151+53 F.E. STA. 144+00 to 153+50 LT STA 149+41 CL REPLACE EX. CMP WITH STANDARD WIDENING REPLACE EX. CMP WITH 40'x18" ALUMINIZED CMP 50'x36" ALUMINIZED ARCH CMP PLUS END SECTIONS PLUS END SECTIONS .T4Z%T/_7_/_T_%71.1d71ZALL I-/--% /_7J71I7J./TTR'Z/Jk1i7_-z=z _-1g1I-7_7:ZY7I7IoZ!_/_7_/J%�/1 01777./7II" 7J_ TJT_! IJ1L7 Ll ZL LZ EX. EDGE OF BIT EX. EDGE OF SHOULDER .7SJSXXJCJ_CJQCKX7_CJC2C3S7CXXXJ_CJC�:XJ�XX_ XXXX7CX�SXXXXXX)C�C�Z�CX3�CXSCX�CXStlCSZX_�ZXJT_IrZJ-1LfL%-/_:/_ IIIJ_T7_!%�TJ_ CA - - - Z -' - STA. 144+00 to 156+00 RT STA. 102+75to 144+00 RT STANDARD WIDENING EX. EDGE OF BIT WEDGE OUT SODS, ADD BASE wo 7�9:N1e1U703 STA 153+64 P.E. REPLACE EX. CMP WITH 26'x18" ALUMINIZED CMP PLUS END SECTIONS STA. 153+50 to 159+00 LT STA. 159+00 to 168+00 LT BOX OUT 4"-ADD BASE � WEDGE OUT SODS -ADD BASE STA 157+36 P.E. EX. CMP 24'x18" PRESERVE AND PROTECT xu�z�z �7 Az' 11rr/_z/�rzr=rs/1l/l �/�zzzzz�rrf�rrrrc��rzz��_rTSTrfzr�r��ci� z��ti�1�� STA 157+63 F.E. STA 158+84 F.E. STA. 144+00 to 156+00 RT NO CMP REQUIRED NO CMP REQUIRED STANDARD WIDENING EX. ROW STA. 156+00 to 158+75 RT BOX OUT 4"-ADD BASE STA. 158+75 to 168+00 RT WEDGE OUT SODS -ADD BASE o so' ioo' CAUTION NOTE: UTILITIES NOT SHOWN ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION 66i1 ,i EX. ROW I STA. 159+00 to 168+00 LT I �I WEDGE OUT SODS, ADD BASE I! — -- Ll --a., ; / - - - - - - - > O i o II STA. 158+75 to 168+00 RT WEDGE OUT SODS, ADD BASE it I II I STANDARD WIDENING WEDGE OUT SODS —ADD BASE BOX OUT 4"—ADD BASE NOTE: OLD AND ABANDONED FENCES TO BE COUNTY PROJECT NUMBER SHEET NO, REMOVED AND DISPOSED OF AT THE 70.16D 16 OF 17 DISCRETION OF THE COUNTY, PLAN SHEET STA. 169+00 to 196+50 LT STANDARD WIDENING ' *DONE STA 174+09 CL STA 172+09 F.E. REPLACE EX, CMP WITH NO CMP REQUIRED 48 x72" ALUMINIZED ARCH CMP PLUS END SECTIONS zcr T o oz r_ zr_z�z"crirz+ STA 172+ 1 1 F.E. NO CMP REQUIRED (� EX. EDGE OF BIT EX. EDGE OF SHOULDER I i I� I GZ LTl"f: STA. 169+00 to 179+00 RT STANDARD WIDENING STA. 169+00 to 196+50 LT *DONE STANDARD WIDENING STA 188+61 CL STA 184+84 P.E. REPLACE EX, CMP WITH STA 180+66 P.E. RELOCATE EX, 24'x18" 44'x36" ALUMINIZED ARCH CMP m del NO CMP REQUIRED CMP TO THE WEST PLUS END SECTIONS N- - - - - - - - - - - - - - - - - - - - - - - - - - - - - ::�, —:.. ._:a __ �.r. _.__I I ,.:, ._...- _.. - �e c_n— , o.,—e -n.i c., —o,� .,— —on=-a,—a. — -.a o t... tug „- ,n ,—_.. . _ .. —e_i.-n.-,-_ —., . n -_ - :a t.. - -v - c_ _. }. -_ - -__ __ _-.." _- -- - __ - _. _TJ%' I!"I_--GG/C/IP7::/T�_lJ_ %% ./'-L:_-!_-!$'._7=7_T-:l %7 L'7_-/_-L/_- /fl_7=/.g /J17JJ7 I_l/-.gyp/_=///J J' 7_/ �LTI_GLCG/_1IL 1".4 . 7 LZ /- L. /_ o/ L/_7J /_/_�/_J_L� J-L L L L L !_ CG / o G_J� ZJ_/� + + + }� m m m m m m m ell I m rn LT1�7_77J L!T% Z11-7_TT_/_T//_GTL%-- 1l7/—ZrF — — — — — — — — — — — — _ — — — ✓ n— _, —ton--, STA 187+14 F.E. EX, ROW EX, CMP 40'x18" STA 190+46 P.E. NO CMP REQUIRED PRESERVE AND PROTECT EX. EDGE OF BIT STA. 179+00 to 184+00 RT EX, EDGE OF SHOULDER BOX OUT 4"—ADD BASE STA. 169+00 to 179+00 RT STANDARD WIDENING STA. 184+00 to 191+50 RT STANDARD WIDENING NOTE: UTILITIES NOT SHOWN ON PLANS CAUTION FIELD LOCATE PRIOR TO CONSTRUCTION 0 50' 100' EX. ROW rn l—I L-z Q: l_LCG_7_-zr_ m m ° la STA 190+46 P.E. NO CMP REQUIRED STA. 184+00 to 191+50 RT STANDARD WIDENING — EX. EDGE OF BIT EX. EDGE OF SHOULDER /////STANDARD WIDENING WEDGE OUT SODS —ADD BASA BOX OUT ill BASE CANADIAN NATIONAL RAILWAY 1-800-465-9239 DOT #693021F STA. 169+00 to 196+50 LT STA 196+53 F.E. rF^ STANDARD WIDENING NO CMP REQUIRED fit` STA 195+27 CL PRESERVE EX. 42'x24" CMP a 0 Lill STA 195+31 F.E. NO Cl REQUIRED, STA. 191+50 to 196+25 RT BOX OUT 4"—ADD BASE STA 196+24 F.E. NO CMP REQUIRED NOTE: OLD AND ABANDONED FENCES TO BE REMOVED AND DISPOSED OF AT THE DISCRETION OF THE COUNTY. r1� STA. 196+75 END PAVING COUNTY PROJECT NUMBER SHEET NO, 70.16D 17 OF 17 PLAN SHEET