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Home My WebLink About2000 70.00N1.pdfINDEX OF SHEETS SHEET NO, 9 TITLE SHEET NO. - STANDARD ABBREVIATIONS AND DETAILS SHEET NO. - ESTIMATES OF QUANTITIES SHEET NO, 2 MISCELLANEOUS QUANTITIES, TYPICAL SECTION SHEET NO. - RIGHT-OF-WAY PLAT SHEET NO.3—C:1 PLAN AND PROFILE SHEET NO. - STANDARD DETAIL. DRAWINGS SHEET NO. - SIGN PLATES SHEET NO. - STRUCTURE PLANS SHEET NO. - COMPUTER EARTHWORKS DATA SHEET NO.IQ-%G CROSS SECTIONS TOTAL SHEETS = I(S 4 e A.D.T.. 2000 = 730 A D.T. 2020 = XXXX DH.V. 2020 = XXX D, = 50T50 T.(% OF A D.T.) = 77. V" = 55 MPH ESAL. _ ST. CROIX COUNTY HIGHWAY DEPARTMENT PLAN h PROPOSED .R # yi Y ■ iIMPROVEMENT .. TO ST. CROIX COUNTY c Men S CONVENTIONAL SIGNS COUNTY LINE COMBUSTIBLE FLUIDS (UNDER PRESSURE) UTI N . CORPORATE LIMITS IF4z///24ezz1UNDER GROUND UTILITIES GAS — G PROPERTY LINE ELECTRIC --- E LOT LINE TELEPHONE —T LIMITED HIGHWAY EASEMENT —-- SERVICE PEDESTAL CABLE MARKER EXISTING RIGHT OF WAY --- - - ____- 11" POWER POLE U NEW RIGHT OF WAY TELEPHONE REFERENCE LINE SLOPE INTERCEPT ..- • ""-... RAILROADS ORIGINAL GROUND PROFILE MARSH ,,,,..----^''- — — — WOODED AREA EXISTING ROADWAY OR PRIVATE ENT. CULVERT IN PLACE RIGHT-OF-WAY MARKERS CULVERT REQUIRED OVER HEAD LINES ---- O.H. CULVERT REQUIRED PROFILE 0 L7 FENCE LINE NNk 5 M.+yb waDxc mT,.an Ltarban - W c re Garbe F n • OO asuiad a .:elt a Cra. 5 w n.r os s r END PROJECT Di. w mA `. M ec.u, roil Sm STA. 215+00 RES a m Rnd Tr A�"^`T ah ie C'xederick I W4 r'nvkp t "I' d T inee[f2 mum c�.Mo-ek. aaz at.aa r ,�w,a rP ACCEPTED FOR _ rs ST. CRO4X COUNTY nr I anerrtz land& '3T.99 va qu :ax _ E Glen%vic Pr Cattle Co ' aAe fe++ett David s t01.33 z R2mY Roth o a° a e+.s><av I 6 z Pames QATE RICHARD KING p Nftg lNssam t' .. ge+yzv a sr Pe Lk (HIGHWAY CHAIRMAN) Ca gp Stnzn tstgkrs &Annie c v ap crux Q'Y aiS .a o...:. ,^, T-29—N s Fart r.a... N "s G na �n ans 133.62 �Fi DATE. RANIELJ FEDDERLY ;s`..^ as sp wax az:x T nr9 r a (PE. RLs) E N kFek Frederick C.IOria v 55 Dan&j` (HIGHWAY COMMISSIONER Tes Harold } E"MTK hLawream u Vonvald !vela ORIGINAL PLANS PREPARED BY Hunter trnenz ^a Gw Q °' tt6xt I; ST. CROIX COUNTY HIGHWAY DEPT. - 196.6 _ d r' h ...1 9.4J " Mar�R. T,i.22 j �t�^ 20 : BialxrYb <p watU ss Naadetl :^ 2.325 eo wa.w...a c 3t Ba.bara ts++rcrcclrk C Ha"X' x g Paul, Anin kHevy Lisa kkter Diane Fm'a J 4(! t7T5 o r Sandra,&James N So[lom y 718 :7arow 802 t.,xnz i __ 1 o Lubi6 .SO LAY OUT GRAPHIC SCALE 0 2a)O 4000 N IN FEET } TOTAL NET LENGTH OF CENTERLINE = L7965ML I DATE SCHAIU�RE ..�® ST, CROIX COUNTY DEPARTMENT REMSON HIGHWAY DATE PREPARED BY q OEY FRAM B +KA- K R G DESIGNER JEPFRF S tURN P.E. DRAFTED BY �AMFC w KRI AN DANIEL J. FEDDERLY PE,RLS CHECKED BY COUNTY HWY COMMISSIONER ®` SALVAGED TOPSOIL & MULCH SEED & FERTILIZER ASPHALTIC GONG, PAVT. TYPE MV ---j EXISTING REFERRED TO ON PROFILE EXISTING GRANULAR SUBBASE 6' CRUSHED AGO. BASE NOTE: 2' ASPHALTIC CONCRETE PAVEMENT. TYPE MY ON EXISTING PAVED DRIVEWAYS ONLY. USE 6® TOTAL DEPTH CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE DRIVES. I rIm 6' 7,6&' FERTILIZE & SEED 4. FILL MATERIAL AS NEEDED IN FILL AREAS B" CRUSHED AM BASE COARSE (WEIENING) 12" DEPTH GRANULAR SUBBASE PULVERIZED AND RELAYED EXISTING BASE AND SURFACE i ,.. D D.. W.Wr=,RA i 4 " ii i i `. R'� i m� COURSE CULVERT L SCHEDULE �I ♦4 Ir' CL 4 2 hI III 4 it SPREAD � N T 1) UNCLASSIFIED FILL MATERIAL REPRESENTS TRUCK MEASURE ASSUMING A 30X FLUFF FACTOR. 2) CRUSHED AGGREGATE BASE COARSE MATERIAL OUANTVY SHOWN ABOVE DOES NOT INCLUDE SEED & FERTILIZER WORK MATERIAL, AS THAT PORTION OF THE WORK WILL BE PERFORMED UNDER A SEPERATE A.U.P. PROJECT 3.) ASPHALTIC BITUMINOUS PAVING TO BE LVAGED TOPSOIL & MULCH PERFORMED UNDER A SEPERATE A.U.P. PROJECT. 70.00N1 TYPICAL. SECTIONS UTILITIES DIGGERS HOTLINE TELE. 1-800-242-8511 FRONTIER COMMUNICATION —FIBER OPTIC 154 E. 2nd ST. NEW RICHMOND, DISC. 54017 TEL 1-715-243-7014 o 7011 ATTN, TEERY DORR AMERITECH—FIBER OPTICS AND DISTRIBUTION 304 SOUTH DEWEY ST. EAU CLAIRE, WIS. 54701 laCO565 AATTN.KPOLAKC_F_ L_ MIDWEST NATURAL GAS PC BDX 27 SOMERSET, WIS. 54025 TEL. C715)-247-5279 ATTN. JASON GROTTY NORTHERN STATES POWER CO. 1201 LIVINGSTONE ROAD HUDSON, WISC. 54016 TEL,(715)-386-4782 ATTN. LISA RAINBOLT NORTHERN STATES GAS UTILITY CO. 825 RICE STREET ST, PAUL, MN. 55117-5459 TEL, 0M)-386-4798 ATTN, JAYMIE L. HOLT ST, CROIX ELECTRIC CO-OP 1925 RIDGEWAY ST, HAMMOND, WISC. 54015 TEL (715)-796-7000 ATT. LARRY GILBERTSON ST. CROIX COUNTY HWY. DEPARTMENT PA. BOX 108 1150 DAMS St HAMMOND, W & 54015 TEL (715)-796-2227 ATTN. DANIEL J. FEDDERLY,PE,RLS. HWY. COMMISSIONER COUNTY PROJECT NUMBER SHEET N0. OO-N-1 NOTE: UTILITIES NOT SHOWN ON PLANS PLAN AND PROFILE eetmox FIELD LOCATE PRIOR TO CONSTRUCTION PAP —RH-_® —RW— —Ry— —Rv——RW— -Tyr.OU- 17I-W T 7M-T Tn� .00 T—T—T 121+M -�T-==T-==T-==T-- - — — — — — — — TT7+W -29.—w — — — — — — — — — — — — — — — — — — — — — — — — — — — — --N 7- 2394. 9209,W — — — — — RV FT — — — �Rw— - --4-"k— RY...®_ RV R,— —Rl— —Rw— EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING CENTERLINE PROPOSED CENrERLINE 66'RW 66' RW SCALE T1080 1080 1 0] 10751 107-5 1070 1070 1065 1065 PRO f OSED CE qTERLINE 1060 1060 1055 1055 NTERLINE I XISTING C I7Z 1050 1050 1045 1045 1040 1040 0, (NI co co c; 17s m in C4 N �i C4 Im m Oow o 0 0 I 0------- 1_20+00 0 124+00 1 1264-00 128+00 L- 130+00 132+00 134+2.0 COUNTY PROJECT NUMBER SHEET NO NOTE. UTILITIES NOT SHOWN ON PLANS FIELD LOCATE PRIOR TO CONSTRUCTION PLAN AND PROFILE 45'RW + Rw— Rv— Rw— —Rw— —Rw— —Rw t —RV — EXISTING CENTERLINE PROPOSED SED CENTERLINE Tv -Ou- +T -T.Woc- 141+W =L:- 1i3�: 1-0 RIF — — — — — — — — — — — — — — — — — — — — — - — — — Rl— In RV--5�D, EXISTING CENTERLINE PROPOSED CENTERLINE :T —Rv— —R, 66'RW 90'RW Ry 66'RW 6 6 Rw 66'RW SCALE D 50' 100, 150' 1055 1055 1050 1050 z.13% 1045 1 10451 :,2 ?6X 1040 1040 7'm ILINE 1035 f I PROPOSE) CENTS --,,[ 7" 1035 s5z 1030 1 1 1030. EXIS ING CENT UNE 1025 1025 1020 1020 1015 10151 90 in L a v a Fn im m to Go as 1010 0 10101 136+00 142+00 144 —0— 146+00 148+00 150+66 1 COUNTY PROJECT NUMBER SHEET NO. 00—N-1 NOTE: UTILITIES NOT SHOWN ON PLANS cavtmw FIELD LOCATE PRIOR TO PLAN AND PROFILE CONSTRUCTION t., CURVE g7 mR.t.. sTa cd t 0 T - 252.s8 Pt6,P8 FT aT(3 .�„RT--,-�.� �. "' 41 L - 485.5I �. � �. . _ �. `l �. "'-'--'Rr Q + S.E. - B.OX +:xi- ;i♦� 152h@' " n � -M.-n a« _ r d — — _._ _._..®— �— — _,_. —. _ —RV— a ^ _____Rg1--jv -. RV t56h� '^ -,.. R!••.-..-..m o-. ^ ^ fir° / r " -.�._ m "`-®•-RY..--.er .. -�. ^---`RV ^-- -m.„, 15Pe ' '^ CURVE 16 RV '^^----1� „ -_°..t8.<..�„ "'—_ ,__, V --.e r5gedd — �, p, EMSTING CENTERLINE P,1. - STA 449143.65 66' EXISTING CENTERLINE PROPOSED CENTERLNE ^ ,� -.m ®^--.-Rq,®, ® -... __� t59e ` "'^--- — �„„ — -^�" i&i*dd `� ^"'� PROPOSED CENTERLINE tc tP °40 °53' RW - ._-^. _ t6dadd R 3437E7 F ^ i RT S.E° - 3.2%SCALE p 50` 160, 150' i 1095 1095 5 1090 1090 x. x 1085 1085 x x 1080 1080 ROPOSE CENTER INE 1075 .. 1075 ExIS NO GeraTE UNE t070 1070 1065 1065 1060 1060 1055 '* 1055 1050 1050 l l 1045 1045 go n r<r g� IP m of ai C ^o0 O a m o 0; of $a 0 do ®_ 00 o a 1040 S5Q+00 152+OQ 154+00 156+00 158+00 160+00 162+00 164+00 COUNTY PROJECT NUMBER ISHEET NO. 00-N-1eAvzroR (cl NOTE: UTILITIES NOT SHOWN ON PLANS FIELD LOCATE PRIOR TO PLAN AND PROFILE CONSTRUCTION 31 STA, 171+60 CIL 0 EXISTING 24' TO RE"N n INPLACE - RIP RAP NORTH 12 END OF FLOW LINE 17 —RV —RW - — — — — — 175+M 176. 00 RV 159.W N IW6175�' E IM+IM 56, - - 173+00 — — 174 .00 N wl — — 7- -7 — — — — — — — -- — ®� — — — — -Rw— - — — — — — — — — — — — — — — RV- - 7-1 TO - —Rl- Rw— _�_R.— -RV EXISTING CENTERLINE 66'RW F, PROPOSED CENTERUNE EmSTING CENTERLINE 66'RW PROPOSED CENTERUNE SCALE 50, 100, 15D' 1125 1125 1120 1120 1115 1115 2. 1110 1110 1105 1105 IROPOSED CENTER -INE—,, 1100 1100 Xm 1095 1095 EXISTING ENTERLIN E 1090 1090 1085 1085 (N I, P co 90 so 0 0 0 1080 166+00 168+0 170+00 1/2+00 1741-OD 176+00 178 +00 COUNTY PROJECT NUMBER ..�.,,N®' SHEET NO. NOTE: UTILITIES NOT SHOWN cAtmox ON PLANS FIELD LOCATE PRIOR TO PLAN AND PROFILE CONSTRUCTION LRW EXISTING CENTERLINE —R,— PROPOSED CENTERLINE CENTERLINE —RW— —RW— —RV— —RW— —RW— ��-T --------------------------------- -Rv- -Rv-- :D5- T07.-00 w W�Wlg' E 1"+m 7- - — - - - - - - - - - — - - 190+00 - - - - - - 19t. rg-3-m -- - - I93*W - — - - - - - - - - - — - - EXISTING CENTERLINE —RW— RI PROPOSED CENTERLINE 66'RW STA. 193+98 CIL REMOVE EMSTINC CUP INSTALL 48' X 30' CUP M WITH END SECTIONS SCALE 0 50' 100, 150* 1125 1125 1120 1120 1115 ,PROPOSED CMERLINE 11151 1110 1110 I XISTING Cl NTERUNE 1105 1105 '2% 1100 1100 1095 1095 1090 1090 1085 1085 co 0 wi tR 16 L6 ® C5 m lOBO'l- I 0 Tm 10801 L- 180+00 182+00 184+oo 1861-00 188+00 190+00 192 194+00 COUNTY PROJECT NUMBER ISHEET NO. OD-N-1 NOTE: UTILITIES NOT SHOWN ON PLANS PLAN AND PROFILE FIELD LOCATE PRIOR TO CONSTRUCTION EXISTING CENTERLINE I PROPOSED CENTERLINE —RV— —RV— —RW— —RW— —RW— —n— —7— Rw— —RV— —RW— --RT RV— —RV- 1:7TiFE] �0�F- 1-99.—m -yaw-.Od- ® — — — — - — — 3 N —aoA+oamsz sr — — — — i 5U— w-m — — — — nor — — — — — — — — — — — — — — — — — — — - — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — —RW— —Rl— —RV— —RW— - - RV- —Rv— - - —n— —Rv— EXISTING CENTERLINE —R, PROPOSED CENrERUNE —T 66'RW STA. 208t72 L RCUOVE EXISTINGARCH INSTALL 48' X 42' CMP WITH END SECnONS SCALE 0 so, 100, ISO, 1120 1 1120 1201 1115 1115 1110 1 110 --- PR POSED ENTERLPE 11051 1105 ox 1100 1100 0013 — — — — — — — ............... EXt, DNG DENT -RUNE 1095 1095 1090 1 1090 . ......... 1085 1085 1080 1080 cl m C� - - - --- 0 9 1 9 0 0 10751 1075 200+0 =L12+=00 204+00 206 210+00 1 COUNTY PROJECT NUMBER ISHEET NO. 00—N-1 NOTE: UTILITIES NOT SHOWN PLAN AND PROFILE ON PLANS cAkR FIELD LOCATE PRIOR TO CONSTRUCTION - STA. 215+00 END PROJECT NOTE: SAWCUT PAVEMENT (BY OTHERS) MATCH EXISTING GRACE t —RY -- Cb �• .® — dit aip S bB'S4'2 B' E 2i2+W — — 213-M — ®• ®•. 214+W „_.. — V � w EXISTING CENTERLINE ` PROPOSED CENTERLINE }I I 66' RW t SCALE p 50' HOp" 150` 11251 1120 KIIIGIROPOSE[ 1115 1110 CENTER INE 5.1105 EXISTING ENTERLINE 1100 t90O 1095 t095 1 090 1090 t085 10B5 pns. 0 0® o o 0 1080 210+00 r r 212+00 274+04 276+pO 278+00 220+00 222+QO 224+00 7 } 1 ui lam 32 1 132 00 00 TA = 38+0Ims iam r- m 934 142 942 130 inrM 1 A = 90+0 0Q 00 00 D.MGN -1054. 0 inin Td = 48+ 940 t40 InAn 00 n ° 128 _ + 928 2 D GN =1034. 0 A = $8+Q _ n m t36 138 00 TA = S8+ t28 928 00 A = g8+0 00 D GN =1056 4 136 136 In" 00 -IDA5— " fl ^ 00 cv GN =1045. 1 124 124 innn 00 00 A = 8s+0 934 D GN =5082. 2 e134 n � 122 922 TA = p GN T�60 NA = 22+0 i 9