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HomeMy WebLinkAboutC 1990 BADLANDS RD RECONSTUCTION V1.pdf1990 am gloom, BD ADLANDS ROARr.%oOv%-;p I IjU HUDSON TOWNSH'Ir" I" M�- V, ww ISCONSIN LOCATION 18 MILES TO ST. F I STEVENS ENGINEERS, INC. CONSULTING ENGINEERS 1301 COULEE ROAD HUDSON, WISCONS6N 54016 (715) 386--5819 1-800--822--76 70 =I* Mul� NEW EXISTING E----- --- - E- - MINIMMIJ NC"tX OF SHEETS 1 - TITLE SHEET 2-3 - TYPICAL SECTIONS, QUANTITIES, NOTES 5-6 - RIGHT -OF WAY PLAT 7-10 - PLAN & PROFILE SHEE71 11-22 - CROSS -SECTIONS - BADLANDS ROAD 23 - CROSS -SECTIONS - KELLY ROAD 24 - CROSS -SECTIONS - BRADLEY ROAD APPROVED FOR TOWN OF HUDSON BY CO3\v'SSI',')N NO. '089 --- .04 SHEET I of 24 DATE HUDSON j"MVN CHAIRMAN UTILITIES (SEE GEN. NOTE 5) NORTHERN STATES POWER CO, 1201 LIViNGSTON ROAD HUDSON, WISCONSIN 54016 CONTACT PERSON: JIM ANDERSON (715) 386-2314 ST, CROIX TELEPHONE CO. 154 EAST SECOND STREET P.O. BOX 318 NEW R@CHMOND, WISCON SIN 54017 CONTACT PERSON: ROLLIE BRINKMAN (715) 246--2270 WISCONSIN BELL 304 SOUTH DEWEY STREET P,0.130X 88 EAU CLAIRE, WSCONSIN 54702--0088 CONTACT PERSON: GLEN BACH 1---393--2815 ESTIMATE OF QUANTITIES Am CLEARING & GRUBBING REMOVING OLD CULVERTS UNCLASSIFIED EXCAVATION (SEE GEN, NOTE 4) GRANULAR SUBBASE COURSE AGGREGATE BASE COURSE ASPHALTIC MATERIAL FOR PLANT MIXES SINGLE AGGREGATE ASPHALTIC PAVEMENT CORRUGATED STEEL CULVERT PIPE, 18 INCH CORRUGATED STEEL CULVERT PIPE, 30 INCH CORRUGATED STEEL. CULVERT PIPE, 36 INCH STEEL. APRON ENDWALL.S FOR CULVERT PIPE, 18 INCH STEEL APRON ENDWALLS FOR 'CULVERT PIPE, 30 INCH STEEL. APRON ENDWALL.S FOR CULVERT PIPE, 36 INCH RIPRAP SALVAGED TOPSOIL MULCHING FERTILIZER, TYPE A SEEDING, MIXTURE NO. 20 TRAFFIC CONTROL SILT FENCE, DELIVERED, INSTAI LED, MAINTAINED 1, THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. THERE MAY BE OTHER UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. (SEE NOTE #2) 2. THERE IS AN EXPSTING ABANDONED TELEPHONE CABLE LOCATED ON THE SOUTH SIDE OF EXISTING BADLANDS ROAD. THIS ABANDONED CABLE IS P40T SHOWN ON THESE PLANS. 3. CULVERT @NVERT ELEVATIONS SHOWN ON THESE PLANS ARE ELEVATIONS FOR THE ENDS OF PIPE, NOT ELEVATIONS AT THE ENDS OF APRON ENDWALLS 4, THE UNCLASSIFIED EXCAVATION QUANTITY INCLUDES THE QUANTITY OF TOPSOIL TO BE SALVAGED AND LATER USED FOR TURF ESTABLISHMENT. 5. ALL UTILITIES ANTICIPATE ADJUSTING THEIR FACILITIES IN THE PROJECT AREA DURING CONSTRUC-I]ON. THE ROAD CONTRACTOR SHALL. NOTIFY THE UTILITIES PRIOR 'TO CONSTRUCTION AND ACCOMMODATE THESE UTILITY ADJUSTMENTS DURING CONSTRUCTION. NUMBER UNIT 16 STA, 9 EACH 32334 C. 10660 C. Y. 8160 TON 160 TON 3190 TON 457 L.F, 94 L..F, 135 L. F. 18 EACH 2 EACH 2 EACH 20 C.Y. 43000 S. Y. 43000 S. Y. 27 CWT, 1161 1-B& L. S. 1100 L.F. EARTHWORK SUMMARY STATION OUT FILL STATION CUT FILL 58+50 94+00 59+00 82 91 472 784 95+00 60+00 526 99 629 539 96+00 61+00 2562 8 890 263 97+00 624-00 1552 5 1466 0 98-1 00 63+00 1066 49 1826 0 508 194 99+00 64+00 1235 0 99+50 65+00 51 451 -794 0 1004-00 66+00 0 858 1106 86 101+00 67+00 0 1394 184 89 102+00 68+00 0 1958 487 10 103+00 69+00 0 1978 616 9 104+00 70+00 0 1938 474 83 105+00 71+00 0 1450 229 716 106-4-00 724-00 186 406 223 1435 107+00 + '7300 875 31 221 1156 108+00 74+00 1619 0 352 356 109+00 75+00 1092 43 367 18 110+00 76+00 162 1130 233 59 111+00 77+00 0 3955 191 109 1121-00 784-00 0 3801 135 54 112+75 94 1164 79+00 749 248 80+00 81+00 1088 18 KELLY ROAD 82+00 831 0 STATEON CUT FILL 83+00 747 0 0+45.48 976 0 04-62.98 29 23 84+00 1024 0 0497.54 31 88 85+00 398 724 14-47,54 67 115 86+00 0 1431 87400 133 1121 88+00 BRADLEY ROAD 153 598 89+00 STATION CUT FILL 195 268 90+00 0+52.4 91+00 306 161 556 0 0+97.39 92+00 444 80 409 0 1 +47,39 93+00 667 23 256 0 1+ 97.3 9 480 526 94+00 �UTILITIES, NOTES, ESTIMATE OF QUJANtIfi-E BADLANDS ROAD RECONSTRUCTION IUDSON 1-1 'MSCONSI�N I TOIMNSHIP, SCALE 1t R 0 E_ C, NO I SHEET NO, DATE 2-7-90 1289---15 2 of 24 imirlT�����ir7%7�'l STEVENS ENGINEERS, INC. 130 � COULEE ',ROAD HUDSON, ','dSCONSIN TEELEPHONE m ROjECI ENGINEER IDRAV I N 9Y JCB 715-386-.-5819 PATRICK L. CARPE�NTER .. .... BAD2,D�,','G C14'FFIJ ." '/ t-LEVATON REFERENCED ON PLAN & PROFILE SHEETS (T ICAc_). f i �a 2' a a a " —I 'TOP OF SUBGRADE SHOWN ON - CROSS-SECTON SHEETS (TYPICAL). Vim. ;3 3 14." ASPHALTIC PAVEIMEN L. 6" AGGRE:GA'LE BASE: COURSE 12°" GRANUi_AR SUB --BASE (TOPSOIL OVER SLIBBASE 4: 1 SLOPE) 24( BRAD( EY RD.)... 22' _(KE.L.LY RD.) (BRADLt Y FD.) 12' (BRADLEY RD. 7,.�_-- j 11' (l'E.:LL`r` RD.) � 11' (KEL_LY RD,) V. ti � C A" ASS`PE-fAl TIE'.; P''AVEMErNT t__U° AGGREGATE BATE: COURSE 12" GRANULAR wLUEE—L-EASE. '` 1 (TOPSOIi. OVER BASE & SUBBASE4:1 SLOPE) --- � t'P LEY ROAD AND KELLY ROAD TYPICAL SEC11ON (i. VARIABLE 16'1 MIN. _. 24' MAX ...... _ 4...,.. �i / �! ``f11L 1 �:/_771 'Tir Lf r ! m �<'� �' `�' . <,. 1S' CULVERT WITH APRON ENDWALLS ( WERE NOTEE) ON PLAITS) S" AGGREGATE SURFACING CG (EXCEPT bNHF;RE NOTED OTHERWISE ON PLAINS) ow 871.`i' CENTRAL ANGLE RADIUS ARC LENGTH TANGENT LE'NCTI CHORD LENGTH` DEGREE OF CUR MIDDLE ORDINAT EXTERNAL TO PI PC PT POST —FILTER FABRIC 1` MIN. 7-1 I r-TAMPED 9ACKFILL 6" MIN. 6" MIN, DETAIL. FOR JOINCN'G SECTIONS m _ 7'10'00" = 2432.6 7' 304.28' 152.34' = 304.08' 2*21'19" 4.76' 4, 77' 60+92.34 = 63+96.62 POST --F[LTER FABRIC (� TAMPED BAC5Ki FILL. f f'" 6" MIN. t6" AL.TERNA'1'E BY ENGINFE.RS ,, I i iEN ,APPROVAL„ U�NL.Y. NO TES: 1, MIN. 2"x2" POST TO BE SPACED AT ,r-, MAX. OF' 5', 2, FILTER FA3RN' TO BE MIRAR 100 OR EQUAL. 3, POSTS DAMAGED ON DRYING SHALL BE REPLACED. CENTRAL ANGLE = 6'38'07' RADIUS = 4583,66' ARC LENGTH = 530,82' TANGENT LENGTH — 265.71' CHORD LENGTH = 530,53' DEGREE: OF CURVE. = 1'15'00' MIDDLE ORDINATE = 7.68" EXTERNAL TO PI = 7,69' PC - 68+59.56 P G = 73+90.38 L CENTRAL ANGLE — 21'48'24'° RADIUS = 1299.99' DEFLECTION IN ARC LENGTH = 494,77' = 1°26'58" RT. TANGENT LENGTH = 250.42' CHORD LENGTH -- 491,79' - DEGREE OF CURVE = 4'24'27" MIDDLE ORDINATE = 23.47' EXTERNAL TO PI = 23,90' ° ! s PC — 107+22.47 xL PT 112+17,24 b wa 1256 32 x r'' 0 23 u'a \,LE CTION LINE BEARS � 26 tit . r Pl 89'28 ,E4" E„ 2642.90' T I NOT TO SCALE a 0 SECTION LINk DEARS N 89'32'09 E., 2668,81 TANGENT_ TO CURVE Ck PROPOSED Q ROAD _._ . ..._- F ca SECTION DEFI_ECTiON IN ~- LINE 0'00"32" TYPICAL ROAD SECTIONS BADLANDS ROAD RECONSTRUCTION TOWN OF HUDSON, WISCONS. N SCALE: REVISION ] I:)ATE 1 PROJECT NO ( SHEET NCI. DATE ll�ll��rr�rr4 1 rr6rr�ri9 (0r, S TE VEN S ENGINEERS, �� _....`� �, x �,;. T101 CU[_Ek': ROADDSC?N, P''NISC;'ONSIN TL EPHONE �P i C" ENGINEER DRAWN Eif 10E — GGG_. D8'19 ( PATRICK L. CARPENTER715 __. BAD3.DWG 1, DURING 71-iE. CONSTRUCTION PERIOD, BADLANDS ROAD SHALL BE CLOSED TO THROUGH TRAFFIC. 2. BADLANDS ROAD SHALL BE CONSTRUCTED IN TWO PHASES IN ORDER TO PROVIDE VEHICULAR ACCESS TO BRADLEY (ROAD AT ALL TIMES DURING CONSTRUCTION. 3, DURING PHASE A AND PHASE B ,ACCESS SHALL BE MAINTAINED FOR ALL RESIDENTS LIVING WITHIN THE LIMITS OF THAT PHASE OF THE WORK, 4. THE ROAD CONTRACTOR SHALL. BE RESPONSIBLE FOR ALL ROAD CLOSURE BARRICADES AND WARNING SIGNS AND DEVICES. 5, THE TOWNSHIP WILL. ARRANGE FOR ANY NECESSARY ADVANCE SIGNING AND DETOUR ROUTE SIGNING, 6. DURING CONSTRUCTION OF' THE KEE_LY ROAD AND BRAD ROAD INTERSECTIONS, VEHICULAR ACCESS THROUGH TH INTERSECTIONS SHALL. BE MAINTAINED. s HWY 12 BADLANDS ROAD � Lj '--94 C TH N PHASE BRADLEY RD. TO WIMMAid, TRAFFIC CONTROL BADLANDS ROAD RECONSTRUCTION HUDSON TOWNSHIP, WISCONSIN SCALE E V SNC N GA i E �iiJEt r PIC . G/ATE4° 16 -Q I 569--04 flll�llllil(.!l!(��� Illllllin�_ .tff oNE.._-_ 715-366-581 G `3`r EE. T NO 4 of 23 STEVENSENGINEERS, INC. 1301 COULEE ROAD HUD SCN, VISCONSPN CT ENGINEER BY JCB PATRICK L. CARPENTER E3AD4.D-4. -- WG I -{ DENNIS F" & MERL_k� LEE, JF;. & OYLI 61iA __ ___ __ _ _ >E`rrESC:kr`I I i IEr 0GE�Ti L. SF'INKS (� - y F S E VLi1 G. & [)OPC;11J-EY' VIE TO [ i i IOT 2 i � LOT 1 � w 1CDdUh'ENT F'T i`!E1 CL F ' LLI V) � 22Ld d2,5 ..-_ . I ( p I 17 19 tit 2 r 2- j t - , tit .P 2s9 72 _ l48-52' `t 1 o.0 CV T a i _a RAY",1OND E. & A.ZAI.EE;. RHE:N � [ 6 LOT 2 F F W w [ irr u- ED. .68 1718 19 427.41" 1TE LO twitt�'a ----� {R((A KE 50' 17 150 F w w u— f 26 f C l TOWN OF HUDSON, SECTIONS 22, 23, 26, & 27, TOWN SHIP 29 NORTH, RANGE 19 WEST, ST, CROIX COUNTY, WISCONSIN» =tea •_..,_.E. �� � � _..�.. 385.9 - 17 8C �U ! w 0 I BERNARD w i a BEARINGS REFERENCED TO THE NORTH LINE OF THE NW 1/4 OF SECTION 26, T29N, R19W, ASSUMED TO BEAR N 89'28'34" E. NOTE. EXISTING RIGHT —OF --WAY IS 33.00 FEET ON EITHER SIDE OF CENTERLINE OF EXISTING ROAD AS 17' LAYS AND IS RECORDED, PROPOSED RIGHT —OF `it`lAs` TO BE 40.00 FEET' ON EITHER S0E OF EXISTING ROAD AS IT LAYS AND IS RECORDED. ii 274.83' LOREk I W, & SUSA(H K HUHTA A v) w F w LO 180.00 40 (uj �_—!— C3 3' "74.97't%F 1Q1.1LCL h �U) �(n w w to U N & �MA.RGARET G. KINNET 7 co ` I----SW--22 I y EL o: F-Lli 0 to t J V) 0 0 15a.aa}� C 8a.0a` 150.00' 83.66± _ _ `. 10a.aa' Io3$I` 101.12' -10a.da' 82:F� 37 40.00' ���� g� �wyy V) F— t�c_t F— W w i� 6 ARNOLD & KA?EH VAN0Fm1-1V0RST 4 F- w w uj — aH 300 00' q °'°T - _ 342 sL F- w i F mw w ifs w i1' LLJ . l t � r3 ✓ / w IRON PPE FOUND d! z J f _CURVE _DATA �{ = 4583.66" 5°45'48" CHORD DIST, 46a.87° " CHORD BEAR. = S 87°57'05" E - LEGEND 461,07` ry� g{ .-� "'...® .".® "`°�. / - EXSSTING CENTE.RUNE SECTION LINE ..e.._ I q6 /�, N 8!°45'49 m QUARTER LINE �.. _� N a°27'So" tl 91,7 9, _ g18.78" . _."u 89°Q9'�o" E SIXTEENTH LINE ry - 60+OC _ - EXISTING Ck BEARS f -- -- — .. - CENTERLINE _" __._ R 2432.67° SECTION Li'NE BEARS N 89°28'34" E„ 2842.30'� '-"� r,-" 7°51`58'° E NEW R f V - '2 CHORD DIET. = 304.09' 6.. CHORD BEAR. = S 88'38`11" E OLD R,/U1 _ _ SCHEMATIC ALIGNMENT SHEET 1 -~ { PROPERTY LINE - _ ._ _ _______ _ i .� � � _._. NO SCALE EASEMENT LINE R.¢. AT END OF CURVE � SLOPE INTERCEPT _ _ ._, _ __. _- _ RECORDED TANGENT BEARS N 89'10'01" E POWER POLE PH. TELEPHONE PEDESTAL 2 FENCE "RIGHT —CIF -®WAY PLAT FOR BADLANDS ROAD RECONSTRUCT10N "HUDSON k OWN` HIP E_. t Ev[Si7Pi._ DATE PtOV 4T ^iT. SHEET NO. Ate 1 100 C 4- 9- 90 589 -04 1 Of 2 IC._ I(//I(/llilll 111/Il/lfl I/Ilt ! _ ' STEVENS IivEERS, INC. All U 1301 COULEE _ HUDSON, "dlS i Ei`�IN f11!/(!! !!l!lldflll/1lll f _."_ .._. f "k�as,b,r,r•`' i TEL�f IfO�.. E'E?C„ECi _.NGIN�ER �f7FfiA,7^I BY GCB 1715-388--5819 j PAT CARPENTER RCW? DWG BEARINGS REFERENCED TO THE NORTH LiNE OF THE NW 1%4 OF SECTSON 26, T29N, R19W, ASSUMED TO BEAR N S9" €3°34°' E j SW­SE-- 2 �� �.�� �� ry �: k_ ?� � y ?« �, N� Ri t �� EL!,_,'ABE H J. LOT 2 NOI',uAN C M c � t EARu_, 1 r11C, _4AEL J, & ANNETIE_ !-t/�1_f.��J:C is E.51X VALLEY ASSOCIATES , ( 1� MIC HAEL B. & €...UANNE E. MOl fNF_ _�i" 4 CT 3 ARiNOLD & KAPIEN `JANDr R`vORS �a w Ld 57A10° ev l0 100.00° r*- 200.00` ! _.I 100I00 n ` t 1_1 1 107,10° wCL FBI 150.00° ��� ucLwnl 250.00 t � (n F- t Euj 17 IRON PIPF: ir) Ca Lu FOUNID Ll- f NORMAN C. MEARS 1 FOX VALLEY ASSOCIATES L.C'1 2i F lcJ �u Cto uj ca' a 40.O0 206.85° 93° 0 - _ 0 s ! d --- f ' 0 1_ _ 104.7 138.2914B.i4 47.00 61.46 �6 m � 3,° 1B 19156.85' ert, t -� ui 17 Rl w i� ! w ter f FiA'i2[�) & !_F NA �;N11ELC�XLF i L.Y„. M7U1r; ; F rF. r i> � 1 1 ( I GE_f'A D E. GARY D, & PAARGARE_ F S. f BERNA,F'D E. & IJ1APGARFT G, KINNEY & VARY !_. I HALLd w,RCCSSKRUETC'_ 1i NVil-NE-... 12TC Z _._-"-... _ ....._ ..,..._ .._..._._ .__. .___...._ _..._ , .._..._. ...._._...__ i r .._....., - UTAI ..._.� C'`W ACRES RE.OUI LL1 I O AL �L _ �?q EE r OVdNF_H `�) Et �r �. „�.m AI.,RES L TE=.VJ T E�XlST4N.. � TOTAL A Rk_�•1. ACRES � NUMBER NU�.9L EERE L UI� rC U RL D LEEJPR & I"��OGENE L.- PINKS „�1 C l7O 0.94 0.94 � � �� ✓. A i �� �I ` � ... ._..... v _.,... ... _ T,L..L. 0.00 U,C i am ry yL�,� 1 1 5 ! O,C�`�'5 1 LA1/117 Kh.k_L,Y ._, ... i .-.._ _.._..... G. & I..f O R 0 i N t....- VIE iF/"S P.�.. .. T rY E . FEE CX. R , � .E, rl? y, *,. C 1C�7 ( 0,C1(E C.067 ` L_ 0,079 Mti...., ( S i.. I{2 4 ....,._ -..---...__._'....._... , _..$ ...._., ., 1 a C" ENN1u F. & i E (F A x IJ, Cla l"i �.__ V`-.1 �4 1 Q. B �j,'':.F Ail. �« q _._.. � � - rs _ J. � nF�LWTA LLEL.EP�1G �..�_ � 3J; G.O""." �_ 0,05 .5 1 9 11� . i �a�it.LIN _ _ A'Y 1C NFL & F:. BF{E� L) E E & '.1 .r:. r „.. 0,053 ; i ("tO 1 Q.O` 3 � 3.13E T � C 1"4 F"« 7 s:. ,A?ALE -. - 1 &E Ifq L)........ & 1 h� EEE_ 71 ) 6 %,ai F3E5 I J.,C 7 JCTi 13 D , ', ):Fr" `; `^I. & ;(,SA;v & „. . C 38 1.,, CJ �_. C CF CL..._, ; C) t C `L m 2 JAC]DEP`CLfT I,0,185 O.C93 � D u L< `�0. A , & " c4L_D _ N1E.f.E ,,A V CEAF - FEE .F.0 0. 2 C,,. 00�! 0 2_ 09 6,841� 519 10 - ENSI'ALs c ._. _ '�rALJ E & III nCY L. GFEOlNKH2 Er & LC C,C-U C.11 ).i� � �rv� �._......__C_ 2 � C� �J c005 , C. ,.....-_.._._.__. _ _1 .. ..._ , . ._ .,,. (C�E D& MARGA!EEF N HAk__1` ......_ Ea & i.!. ... DE C 19 1 T.61 63 1 J Ol` C HAIL B. & LUANNE L. OILJ l ME F _ E " & r .� . 3, 8 O O?9 0.00 0,17 9 1 3 r"C 1 O. 19 3 i «, ... _......__. C._ _...._ ...E-_.... _._ __... ....,.� ._...—.{•• _.._.._ . �•i �r �IVi`I ......_ _ L.i_.._ Fl.tc J.v'�19._IL"C.P [ 0, .6 O.�t3C3 530 213 t a �m s li I"v, L.� (_ E_�.„FI `J ."1 P�, t".. �, � ' bJ".iC: EfAL!_ J & A�IP�t� TTLtir�l, !mL-E & a.,E:. �.� I C1.C7 (7 C)f:J � 1 n i [,� 0, 0, 1T � ._ _.i . E _.__ _� E ,AE'C',, E ��s'.IY C 6L " Ei. a _G lI !___ _ r E� u � D,Ca i C C1G C),C 21 .p i F ' U,C (O I _..._. 1 � � � �l � `I A r CC Ir E E h-1 IE �F-17 m 2 i � � w�14A `1 C,C�. RE� LE ASE CCf Rl( S IMSCONt.iN a r .., lHS I i . _.._..u..� ONE ROD ',NIDE U C UTl y EASE."it_:`ET HAS BEEN GRAN 1t.) r3CCI � CROIX d`ELEPHCNE & 4"J'aa , iN:rlPt BELL FROM i.L EFR`4R7 & 1ARG AR_._i KIN17-Y THIS r_ASE,rNi, IS LOCATED [OUTd THE SOU IIRIGHT -OF - INAY Or.. BADLANDS ROAD b4'1­ICH IS ADJACENT O BER{LARD & YARGARF S E-'FCiPERTy 'S C r.. �r^,1 �c, s ,IER :..,`yF' E'SSIBLb I;vTICAIE "HE: FXiSEtvND" CF EAS����`uENTS: FECl4dtl't. , CrfE F'RS.a E'',, O NORiNL �ATF E CCa,._ U�., N U ! R"'"ORDER E_A`SEIIAPv11S C'dERE FOUND, IF NO E'ASt^Ei'JTS '-PAVE BE"E1" (;'`FCaTE TO dC1RilE"�t STATES "r]Q4"lkEF THEN NO THE REI EASE" RIGH'i'S INDICATED `ill_!_ NOI BE REQUIRED. NIE.--i 1c - NOTE: EMSTING RIGHT--"OF-WAY IS 33,00 FEET ON EITHER SIDE OF CENTERLINE OF EXI STpNG ROAD AS IT LAYS AND IS RECORDED. PROPOSED RIGHT -OF WAY TO BE 40,00 FEET ON ETHER SIDE OF EXISTING ROAD AS 6T LAYS AND IS RECORDED, 0 uc) � CURVE DATA — 1300.00, Lz 21"48'24" CHORD DIST. = 491,8V CHORD BEAR, = N 78'51'00' E L = 494,78' EXISTING CENTT " `x°r `P Ln �t N 89'4356E".... 863_95` SECTMN LINE BEARS N 89'32 09' E, 2668,81' SCHEMATIC ALIGNMENT SHEET NO SCALE J Y�. 0 -EDID '-''-' I c`D RIGHT—OF—WAY PLAT FOR 7YPppfx BADLANDS ROAD RECONSTRUCTION ,. NUDS N TOWNSHIP _ , ..-€ REVISION DA E PROJEC, N ( SHEF..T NC). SCALE 1 = 1GC? .�'. D,AT 3-6-90 d llll�n/ Ill!/�„rrrTrrnrn T INC. t /ISTEVENS ENGINEERS, SOCINSlN _..._ v ,rll�llllltlt�f(��lt(!llll�1���1 �i Cal CCJ�It1,_ ROAD HUDN, `r"ISC i TELEPHONE PROu'EC;T ENGIN'F-FR i7kA`A"rd RY' JCB '713__3F 6_.5819 ! PAT CARPENTER ROVu2.DrNG CENTRAL ANGLE 7'10'00" i ( RADIUS —1 2432,67' ARC. LENGTH -_ 304.28' TANGENT LENGTH — 152.34' CHORD LENGTH -= 304.08' = DEGREE OF CURVE =- 2'21'19" MIDDLE.. ORGY{NAME 4, 76' p (tom L!I F � r.. P_.6 L.. P� dil. t [ EXTERNAL TO Pf _. 4�^.71'(("'tt tL . If iC) NE SPI 1KS II t i P � _.... +^' ii�Q e11./'+ e'� L.. �.%4 I C i PT _ 63+96,62 II ,1 STATION 60+00, SUPE.RELE.VATION O.035 FT./FT. { l CONSTRUCT SIDE ROAD, I I LEFT -- KELLY ROAD iL7 EVEyd G. &UC)ROT! Y V{E s OR BEGIN PROJECT I I SLOPE INTERCEPT STA. 58+50 f ( t t E sa r �1-i p BENCH MARKS NO. ;TAT{ON DESCRIPTION ELEVATION 60+40, LEFT DDL NAIL IN POWER POLE 500.00 I DENNIS F, & INSTALL 200 L.F. SILT FENCE STA, 62+504 TO STA, 64+50, 44' LEFT. iHIr.. ,:}E,nVfrGN ( CENTRAL ANGLE — 6°38`07" <. e- LF RADIUS — 4-58w3.66' AL_4_ Cil (L �5C ARC; LENGTH-_. 530.82" R`. O' TANGENT LENGTH H — 265. 71' CHORD LENGTH = 530.53' DEGREE OF CURVE = *15'00„ s MIDDLE ORDINATE — 7,68' EXTERNAL TO PI = 7.69' PIII_L{S wY. 8e C}F'FT.A I UIDYNIG I PC; = 68+59.56 PT — 73+90.38 SUPERELEVAT'ION 0.024 FT./FT, CONSTRUCTIPE, STA. 66+75, LEFT HE, 32' WID WITH 18" CMP CULVERT, 60' LONG, t TH APRON ENDWALLS. RAY,1I10ND E. & AZAL.FF. Rr~IE"ND STA. 66+75 — 1 *c^ ZI 61 hC O _ ..__.... 6„, ?CPH _?µme _ 8lU bCJQG- ... ., 63_ QC�, ._m\ 64 - _a ��y{ �.. A8L E. _. _ ._.. _._ __... .._ - 6_J-�..f�Q �' t i _� _....__ I �--_..__ `���` � ._ m: ..,..T_.. ffiw"`. _ � 1 CA "' E � ",1, You....-"" _ � �} ,. .__. c .., r✓ _ :_. . �.___ �.. ma`s F3''CG y.y, �.�..__. -__- .: ....__. �. 64+OG / C t 6i c L. _ _.M DAVCI KF.L..L_Y lV er RERr`lARD E. & MARGAREI G. KINNEY t� b _ ti% u; t� pp. O, F d LA t �+ L Ut L a inIx b T !1� l f 2 Y.iS F I s 0 t') t . c.r rr �r C -r c � c-r .:" cn �� J ._- ua cz r; t _ (, � ..`-^ C*: [C7 cr7 I L, C'�1 tt') 4 N - a7 '... [Ca CTr -; v'7 rir ':--. cYJ ✓ t,.r C�& to img�ffj aD I tX r PC,7 4 0 , , r r". � u vG r, , c oa cv 5 r Cr uii u7la.I ro ("7, j r C t i� cv rr,' t } r a cn 177 cv-' .w 4�� r�s r'd `i Cai ! u :'(jte c a> G7 r c c•t r�.� Mr O ,— rr. " ca ° i :a ram. 'd' F^ a r ^i cv' N cat u i C > ua asa i ai-c�' ui cy rn cjc. ..t r� - r� a � r _ c c�, i 7 C7 crs 9.L9 CT> rJ �:- C ` u '.(} U Lf"f s x ttt1 `"� - I er n a C`"t 7 , C` P;n N td") tF ,r r.f} to.. ..," ,:� � CJ C"y tn it � 3 ? Ln tri n , + fb i ' 41. u`} ; t Pf' f7 % u7U7 LCi U'b tri I ....._....__ 5c IV.c. [ 240' V.C. , M= .04 34 - 150' V.C. 5� 0 SSLT M=O,39 r o f M=0.90 ( t ca cc c a 1r <I --- � m f c u-r cn 0 ua � d vj) ..._a J ub fh LEI _j cC Q7�r m 58+00 59+.00 604-00 61-+00 62 +00 30" CMP CULVERT Y G 1" CMP (REMOVE T CULVERT, CMP CULVERT W� APRONu�.rA4�K ENDWALLS AND �--��. �,.°' _ _, 30_c- �Ft 8 G.Y. RIP —RAP AT OUTLET. STA. RIGHT LEFT PIPE INVERT, STA. 62+0 'LEFT, ELEV. 506.1 L EXISTING RIGH i--CF�--WAY, 66' SLOPE INTERCEPT RIGHT PIPE INVERT, STA. 62+ ' RIGHT, ELEV. 50i.5 REMOVE E CULVERT CONSTRUCT DITCH BLOCK �rC� PROPOSED RIGHT_OF AWAY, 80® STA. 6 +00 TO DIRECT RUNOFF INTO \CONSTRUCT PE, STA. 69+05, RIGHT r CULVERT INLET AT STA, PE, 15' WIDE WITH 18" CMP CULVERT, Em 62+48, SEE CROSS —SECTIONS. 35' LONG, WITH APRON ENDWALLS. I c. ` t Lo L [I"} in 4' t L0 t R ✓ C) Ili' CL7 N'} .r+- 'C'..''. "r} '�" C7➢ I CCF G'I ("'? _ di'b l["i 7 f3 CT Tt j } k D ? N 0.7 Ci7 N L7 h C& C ' C 0) ", ' Cj t�°7 N K .D t"� CL? C) r^,-, tO cc %Ci �' C7T 1:,3 C3i tT r; err to en r u'i `P Tr t 10 t u a o ` ��sa L � Ln tf'7 Lo ts`i Lf) i 2fb 1 � i 3 e E"ARTHWORK. BALANCE, ' V.C. n BELLY ROAb & PADLA�l w ROAD! 3J6' SSG Ln STA. 58+5d TO STA, 68+50 M=6.58 c + YOTAL CUT'6474 Cy r" 00 6AI: h1LC i6318 CY (I1TCI: 5 WFINKAGE} O^ EXCESS 156 CY (WASTE) ` u7 CLI ROPOSEC CL PROFILE � � O eL.E 0+00 pm EXPSTINGFT_. PRO kELLY! ROAD PC OF"ILE STEVENS ENGINEER' INC. 1301 COULEE ROAD HUDSON, W[SC;&SdN sHE T GwsCRlPTrcty BADLANDS RD 45 MPH 589 C74 1 of 24 63 +-00 64+00 65+00 66+00 67_I-00 684-00 69-1-00 hJO. STATION 2 173+22, LEFT SEE PREVIOUS PAGE FOR CURVE DATA, 6E:41CH MARKS DESCRIPTION TOP OF 1 " PIPE PAY,Yc; ND E. & AZALEE BHEND INSTALL 200 L,F. SILT FENCE: r STA, 76400 TO STA. 7 8-+ 00, 90' 'LT. r, CONSTRUCT PE STA a' `SOALE: HORIZ, `•h DEFLECTION AT 114- CORNER STA. 864-46.7 DEFLECTION ANGLE = 1 "06'58" R CONSTRUCT PE, STA. 62+43, LEFT ARINOLD & KAREI`vI VArfC, ERVORS i PE 15' WIDE WITH 16" CMP CULVERT, 35" LONG WITH APRON ENDWALLS. CONSTRUCT PE REMOVE EXISTING CULVERT STA. 66+82, LEFT STA. 62+43, LEFT CONSTRUCT PE STA 64+84 LEFT PE 15' WIDE SLOPE INTERCEPT PE 15' WIDE 72+92, LEFT REMOVE EXISTING CULVERT PE 15" WIDE STA. 77+15 ✓s ` ..- r L/ Pam{ r i 4- -T- (�?.b.l_. - r ....... _.. ...... 76+00 7' -_--+ 3+0€Y 76 . OC , T F •- "'" _�h':...-�.`-,.tea. �-- r ? , �. _ —'-- _ X _ `� "_ _ � .� i C �; ' I r N w LD It �- L Ljj7 L� Lj il m m a) t, Ll t. � c r c> r u `.: CiB 't ,-- ,*a i`f rrx r3 i;V r� ,1'j C.Fi _J c^ CC Ci C7 p W rep e}- u`a tC7 .n tf'y tra o,� u`a u'J er'} �' vri in n tr( trb k r r ir> i I � 655p 0'! VJ C. 326' I SSD M 6.J8 i to -i- r�' tXl c7` L I H!GH POIN I. STA, 73+34-.2 _ R ( r` u p n . r Fr i 7 LJ a RIGHT —OF --WAY 6 ' !l l ' 6 SLOPE INTERCEPT PROPOSED RIGHT—OF—WAY, 80' CULVERT, STA, 77+00, 135 LF. 36" CMP CULVERT W/ APRON ENDWALL.S AND 11 CU. YD. RIP —RAP AT OUTLET. LEFT PIPE INVERT, 74' LEFT, INVERT ELEV. 521.1 RIGHT PIPE INVERT, 61' RIGHT, INVERT ELEV. 525.E BERNARD E. & vIARGARET G. KINNEY CONSTRUCT PE, STA. 64+39, RIGHT PE 20' WIDE CONSTRUCT PE STA. 67+58, R PE 20' WIDE c eC; '�. a^ c„ I co _. J cy C`�' tr"a C``{ ; \. �-- <rr rJ cP% c,y ,- u'7 CKi C3 f �`�-�--- _ u; c cn �`± kr�; C". = n to cn m (? ra, ti' ,ra N m cV r°i "m rt' `' c7I cD `'-- ;v T-- �-, tt•7 h� �°�'} "� �... j c0 �-, �•�t j u") in � ( j , �.._._,_._._..._____._ an cC> rra cs"I r\. �#- rf s+ r"7 tr'i . c r t0 ..^a' O to d- ct� � 6� cr P$' r�� � u-a cti r°. ' r^, rry h w , r•� � Cli ct (0 ca cn ,rid . Ct� � I t�7 �'a � Gra ? �`'} u:a co ; ,, i CC") �a cf7 ? 6'� t , CV ,.� f CLD ;. ,n t r'7 : r') .yy r'} u.> r'7 v7 rr} ear ! r"> r --- 4p- cv <f- ` u " . f . . CTa r, �- e"" .— in c] N � � €T ,,;. ,�+ t.. i ^ra o's ; � a : � h- ccr I P"'� C7 ,-- tt"J cz � r^•. I rA'a _., N 4 , 0 m ti- d' d'""^ '- "a d' e{" r'"3 e¢- r a .ep. ..... .+. �. ef- et7 t.u- cD cC4 0.'7 t~` r-ti CXi .-._ ! cra <^� Ci r'} �—= '�r cam! try u; .. , 7 i7r en C:i r.d .- �, ,y�.. �..t : i',.. ca e.., r coD as _ 0> i .-- ct r«. ", M p-.. rn •-- t CO ��,. �t � � ; ' 00 n :r} u F } u > `n to a Lo tr7 Ir} `' u u 4t1 ` CC7 in t) cn Lr l� to :n ! in f re d et kn in � u-a I C7 t �} u j uz �i cr7 u3 a tr) in inp cr c:a co ._: ; co, o [X? 7 G rz Cij x : I _ C[7 tt} tf`$ tt'} sIj r3 ui ( kra Ira u^1 u7 :ri to tt7 in U-) u`aLr) co r in Irs�-i C(3 o to (0 n (0 to "�'�.}" lCi �� ! Ln u> C� to I � to � fdl � � rt EYJ �- i to � �1} ! ' y CC? �r tF7 u7 __.. ! rX7 L("7 U7 U7 �"7 t t.f") i.;"} C!7 °C1 (( Cti to � u`) U) r) LO (: � Lo rz t� rt7 I I.y'p :ii iS'7 u`i � td'} �r7 �,-� to � � u7 n � r» u-) i to rl- a» + 1 _+_ to L0 h n r, <h < lC1 � d > ,15 76i 00 7..>-00 LOW POINT: STA e7+97 ELEV 543.25 mmmanyllm 01 78+00 530 ; V.C, M=4.97 460' V°C. 321$ " SSD V=131 + .-' + .-- j CQ am} �3 O Cie f 00 I + < eq- < 0 ce.. Ln _.__. ) r L AIL L4 ; 'FASTING C . PRORLE ? 00 80-1,00 81-1- 00 82+00 -{- Ln HIGH iPOINT: ELEV' ' 559.18 0- _a :> a 86'00 —1,25 871, 00 S �EVEV S ENGINEERS ANC,` .__. 1S01 COULEE ROAD HUDSON `yl[Sc ht (lht SHEET R racr cT rr©. E3ADLANDS RC7 45 MPH 589--04 8 of 24 8,5..4.00 84 i--00 BENCH MARKS - - DESCRIPTION _ ELEVATIONNO STATIO� f 3 91+25, RIGHT DBL NAIL IN PO __POLE { 551 a6 _.._ __ 559.2 L4 1aa-+-19, RIGHT DL NAIL IN TREE _ SCALE.: I-IC7Ri?. 1"= 50' C C � ( �R" R«N C. �t rf�: xT VER , 1"'= 10' NORMAN C. MEAR C t�11 � i FOX AfAL.LEY ASSOCIATES I�C)X VAf_I_LmYASSOCIAT 'ESJ �y ARNOLDRN& KAREN VANDERVORS €.m. INSTALL 350 L.F. SILT FENCE ! �l f STA11ON 99+-55,49 NI , ST"A. 93+00 TO STA, 96+5a, 65' LEFT � � � C CONSTRUCT SIDE ROAD REPROVE EXISTING CULVERT `r�C l f LEFT, BRADLEY' ROAD J STA, 93+50 SLOPE INTERCEPT �� I i� !�r � I1 C n. � ra r� � a® e� � uan ea �„�rwierv� �r e� e® ear euc � nae � es a� �a �e mr yem � wr vat �c v� � .d � 4a �,;� "."•,.,t" RUSIA Ld - ,- _,. _ _ -__ -- - _ _,� �r_ _ __ - -. .. _ 99+00 _. _, _ _..__j:.., -�-- _ T a ___ D P 4 , . ,_. :-�=`-r - P.P. w _ CABLE _ ----- PE ID F, _ _ k. �^a -�� ®— g..r __ d_.- -.; . _ , - SLOPE INTERCEPT . SPECIAL DITCH GRADE, RIGHT - EXISTING RIGHT-OF-WAY, 66' RIGHT i .t ,i I CONSTRUCT PE, STA. 101+97, -�aa, 69 L.F.PE 20' �P'6DE WITH 16" C�tP CULVERT CULVERT, STA. 93 CONSTRUCT PE, SEE PROPOSED RIGHT-OF-WAY, 6a' 4a' LONG WITH APRON ENDWALLS. NOTE ON PREVIOUS SHEET 16" CMP CULVERT W% APRON ENDWALLS 9 _i LEFT PIPE INVERT, 35' LEFT, INVERT 45.1 RIGHT PIPE INVERT, 34' RIGHT, INVERT 546.2 r :-r € -7 l 3kvRi 1AR7t . & MAR AR f. LJ c tIj 0 I 1 _ Gr7 i-.. u-a N a✓ ii7 c.`i 1 " to c> N '� i d71 c'� C>Iti � in � � C„ �' tS.7 to C�7 -wt "�. e.�a � ! � C> ff1 .,-q. C.CS CCf N cD� C�) rnl ,, rD N I r P.47 I C}7 u`7 q"-- .7i C^1 TJ C`�t u'-I � CC7 l7r n _ C.} fS7 eCr C`e CGS tt} vti G C`I cr7 , 7 _ ..._-__,_,.,._.m_.._ ___,�. _____.__.—.-.....__._.._,.__,_........,.._,.__,_._....__,_�. Ct� ,. CC„w d. v d" CO �_ CD ,._{`'S' ;:ry �n� CCi r'') co. .. i Ln __, .._.......,,.,,.._�__._ ..__ ..__. _. _ .. ram.. c �d .- { i .. �t u 7 C l t u"} —m_ -__ i t} 3 i r..a m r} i r n "} is _ y C7 N w u CKi c Y i r Ci a; cT r -) 4 C 'I u } n .r Cq In tt D in ' C7 xC7 n y cf n i7 ' , C7 _._-_......__..___._......__._..._,_..._ i r K£i _i .f qy-} r Lr) r if'; fn C7 €3} r1 �` i cra i r_i , ; c0 N ,.,'s :n ca c'`E a;- rra �'""' cv ! (c? 0 Cp csm C7 .� (;,.j c�i ( c�1 �•�-i .yg r`'a ! - 4i- to u'} u:x rD r • ; t`� is tt} ccr u"5 u' '� cn u:� ate cc'', cCr r,CF ,-� Q c� C:r C7 -- �'= - •— .._ I c i tn.... ,ry zt7 cr7 tt"} �n', ta'Y 'r, cn t .n i., CC7 try u; ui u"7 n., rr cf} err n j' „y 7 r7 C.C7 "n t5"3 Lr)a~t c;s a.Y c� �- Y^- .w , <#' vy r- _m, CC3 c� nil E...Y cca r . ° . u7; ir7 ¢S'} era' eC7 to u')� crr cta' �n nI a u"a•. 'n in car ra�7 t CF7 tCa r"J' ^. CFD r., e0 ° r�; „ c�r. r� , . j �- j C? to [n cCi r} tCb lC} to ; ui r.n n T) I n .-... _.�_ ..,._.._� ... _.. m _I ;.,w , ry r°7 i r"Y c` ': N N c'�9 ,."i ,� r� ,�_ „:. q.... .-,� .-� Cn to ;t7 cn u'7 to ra"i Ln Ln n � LO � to ,ni, cn �C7' u'a ra`i �C7 ......... 4` ^�' N t1"} r,^Jj 1i} ".! " c'�k, " t,d " "' N4 �- [f7 u'7 t1.3! to tC; "} to u'} iS"A rn u7! tr} Y) to toI f :2Y u'7 �f"7 Ln lt'} to d$} 4 ...... _....._. _-.... _._, _ _...._..._ , te7 cn cn tt 4n �t'} CC'3 �C"} eC} to , ;rnry e.67 Irn's' it u'a rrr tt'} in -} U,� in u ( tc'} "n ' " r7I en Cn ` ire ct} 'f7 �n ,rx try n dr} ci> :n ef'k znn U-y ce} IP'i tr} u7 t1"? rn ui u'> I,I _._- _...._.._ .:-_. ......... .__.- ._..._ - 1 n r17 to r'0 to Bn LE"J rt"7 ki7 u J tri Ti t'`y d;a yS-} t(Y'I 9n n ti9 1 u"} t('} i Cn . I - i 0 7 -00 874-00 HIGH POINT: STA 95+21.19I ELEV 560,24!; 98-. 00 TE VENS ENGINEERS, INC. , 3oi COULEE ROAD HUDSON Vt7 ICON 'I �xWr A D � � 1 589 -0- 9 of 2A BADLANDS RD.- rJ �a�i'�I�I t _., -.... . L ..._. , ..... BENCH !MARKS CENTRAL ANGLE = 21`46'24"" NO -- STATCON DESCRIPTION ELEVATION RADRUS = 1299.99' 113+30, RIGHT TOP, MONUMENT SE CORNER SEC 23� 491.02 :�'-CA1_.€_: I�c�RIZ. 1 -:G0 ARC LENGTH= 494,77' v`ERT. '1 - 10' TANGENT LENGTH 250.42" CHORD LENGTH - 491.79' DEGREE OF CURVE = 4'24'27'. UC{AE:!- a,1, &AE1NEu i EE: HALL C MIDDLE ORDINATE - 23,47' EXTERNAL TO PI = 2190' t PC = 107+22.47 PT = 112+17.24 C fF�J1AI,; C;. MEA ET SUPERELE:VATION - 0,050 FT. AFT. (� MICHAE.L_ B. & LUAN`l -' F. iF,E)...CNE. INSTALL. 350 L.F. SILT FENCE REMOVE EXISTING CULVERTS STA. 105+50 TO STA. 109-4-00, 65' LEFT i CH,ARLES I1). & E' i%ALLF_{/-' J, LARD 1 STA. 103+22, RIGHT l / STA. 103+73, RIGHT f / REMOVE EXISTING CULVERT STA. 107+30 ' ~" , � „ - r SLOPE INTERCEPT » __ STA 112+75 � END PROJECT S _ „_. LLI .-,., "....-_."_.._...�..,_- � ...,,_ .....�..... __. .-._. _ a.�.,,,... l.F d/iL1.l•.,}�'~`i"•..i „7l.)f.�If�4. l.....} _a a _ 1C73+©0 1t7�+5C1 a C., 4. ._„__.-. _..,,. ____.___..._:. ------- _...� ._... -._.._„—_. ^"'M1~,.. ,..�,_ , ) �^�'^. _____ SU4 Ct; .,a +(•.. i1 t(r.r,+'0:' 7 7 -e_, _?77,00iOB+Ql i SIC`^J r: ''+.�v..,• -..(- ... ;. i ,.,m. G ..v-.[':..Xli � _�''1}... �,' , __.. ..___.C' �{. ._�'., ,� . ....._ � _ _.-. , ,_... ,....._.. v_..._, � _.-......- _ I _ .....". _ ! . _... k qo- • -.."". ."-" .`s."^."' .�,n u.. ` i ILL 'TING RIGHT-OF-WAY66 t. a r^ PROPOSED RIGHT—OF—WAY, SCb°"'; I — ` __. — CONSTRUCT PE, STA. 1CD9CiQ RIGHT r_ _°1�> 114F� 1 3TACMP7CUL�fERT WA APRON ENDWALLS Cvr D. t F", i- SLOPE INTERCEPT PE WIDTH, VARIES, MATCH EXISTING WIDTH, LEFT PIPE INVERT, 59' LEFT, INVERT ELEV. 505.5NTH " , RIGHT PIPE INVERT, 55' RIGHT, INVERT 'ELEV. 507>0 15 CMP CULVERT 40 LONG WITH APRON ENDWALLS. CONSTRUCT PE, STA. 103+22, RIGHT 1 CONSTRUCT PE, STA. 103+73, RIGHT RIC HARD & L.E C NA K(!C[N'EY CC PE 12' WlDE WITH 1" CMP CULVERT PE 12' WIDE WITH 18" CMP CULVERT I 32` LONG WITH APRON ENDWALLS, 32' LONG WITH APRON ENDWALLS. 0 0 r, co 0) r� 0 N I 0) "00 '-) bi (2" BITUMINOUS SURFACING ONE u-t' ra (D _ i - ) c an ' THIS ENTRANCE.a c"c� ccLn aL:- uL) L) O e7 Li uL0 Ln rr) in u) ro 1) L0 ua L u) a L Ps _j ; 0 r� c. � R iL. v c1ca clCi _j „ L - N �C0 L3 fA1YL, & Pa �CN�E! _ cirUJh CCLC) t r) 1c0V cj 2 G0 3I< I_Ct" �rv7 ; f. K7 t7 #ei 0 J J C CG CC --- Lttf7 K? LCL7 K'? u'ttl7 ui L", K) LCtC`} L7 "`7 LCtt7 LjC", __....�.....—_ _ ......__..._._ _._ ------------- C3-{.'.}._•i .:.r-.+.. IJ "j. ! co [; uC^7_ Cr, to a ,"„� g- r,) c, ir; j. C 0.c.f r <ff,� e7 LO oN 0 ,I) CCin f , ,._ Cr KG ICc') cT n CO C.- CD r7 m:7J - GC I ul) SY + } r ctk CrCK�•„ Uitl°''ii cv cN Ld2 t1G :.ci Lf;Lft " ,.JC+ c�crPi CLSCc r-- O Ca' C�a; Cixe9 ti^" Nci C,j CfJ) [y}Q l "X (LftcV �! C.iLCL"} C.^ CCCa1 c , a c; as 0La (r;ir,c1t rr toi tit t'n V cc:v N f) N if) CN LfN tLn Li4n LO Lr)!fl ,7 ".i .. .'1 et7;® Lr)a )Lr) f)> ,rtCfL4ilt1 [fi tIn Lr)i ,rtr)f) ^Lr7 LLi L¢ID cL t? tCC Cx1 200 v.C. 6O J,C. EARTHW�IOIRK BALANCE __. M=00 64 M=d.00 BADLANDSROAD L... '�7 II Il. `i.",m 1�It'Cf ,�.. E. -i- C:) C.) : C.'-?. �j 0! +. N STA. 101 00 TO STA, 11:?+" 75 c. C O 7 u 0 i I'TOTAL CUT 4012 C `°w_. ,. - a' __ TOTAL LLO 4094 CY (IN 2J aFfl f"3t4 t E� _ -, r c .. Ln a7 _ %n _...._ 4.,.. 6, .__....ry,�A F_ 1.r„�}> y';.�} .-;cy�» "",`° a.`N ,.¢"�' <cI 1 TRANSFER 82 COY (FRO1 E31L,NCE. STA. o- rX"} 4 G ° d E yr "� uaj 65+50 THEM) 101+00) v'� V)cCl c� f muLn I to mn LO PROPOSED PROrILE t.> = I ,.>, > Lj ?,Lu ILU I 1 WIMMERNIMN STEVENS ENGINEERS, INC. 301 GDI r ^ "'DAI '-IUD SON, 'r{{SCX)',S�N S HSGR,r ty ,F,aC, _C. :.0. 'G r "1 f], L, BADLANDS RD,-- 45 MPH � 589-04 1 10 of 24 i Cr`E ,-GO C) n rnr 0 =00 i 00 i 1 2-r 00 a 2 MR RtlY ,r yq/ r - f 1 2-1-0 DITC H BLOCK, SA. 62+0� TO STA. 62+36, RI HT, TO DI ECT FLO INTO CULVERT INLE�, STA, 6 +4�8.DITCk�BLOi I OP GRANULLARCSUB SE WITH 16:1OSIDE SLOPE TT4TTHEOF I R�W I 20 TA 60-4-0 500 TA 9+0 4 TA 5 -1- 4Q 1 BLA �AND� ROAD CROS'S SECCN.�IONS SHEET 11 of 24 I I A 9 I I I T---- - ------_-- , TA 6+ 50 STA + 520 TA 6 4_ 5 10 LTA + a 4 I 1' 10 �ANDS ROAD CR S SEC IONS SHEET 12 of 24 fa Rm a mm 0 Im m I 11 0 IV TA 2+0 :_____5 o TA--- A 1 +-0.. 5,40 I 5,40 TA 9+0 0 9 0 r 0 W Is A 0 Is 7_-4- 0 -0 5,40 _6-.- + 0 5 TA 4.4- 0 55 TA 3+ 50 t 5 0 R I I I 0 m R/W TA- 8, 2r.-� TA 81+ TA 80+ 0 TA -4-- 4 I i g i I i 1Q I i a 10' A LANDS ROAD! CROS;,, SEC IONS SHEET 15 of 24 m R 9 11 m R /W R T1T TA T j._ Q TAT TA 8 4+T TT TA -5+0 TT r 10 110 i E SHEET 16 of 24 I 0 R r -.....-.,....--^. I a R {V R YY - A 0 TA 91+ i I i I ------------ I 50 _4.0 50 SHEET 17 of 24 9 5 I v I a A R W TA 7+0 560 AAA AA 9 4--1 A 540 TA 3 -A AAA R/W ! I I `k I ! R R/W I I I R Raw R ------- ___ ------------- ---- ---- R/W I R rA co+qo 60 _---- � TAT--�-_.. STA J TT 560 I 10' 10, A LANDSI ROAD CROSS SECTIONS SHEET 19 of 24 9 a IN Rxw I I a TA T h --f-- T T T 20 TA . 1._0T -4- 0 . T T T - {- - _ _ _,- - .._._ .......__ . c __- ---- T40 _FA iT T-ITT TT 1 TTA 1 T2+TQ TTT 1 0' 1 i f ADbLdANDS ROADI CROSS SEC IONS SHEET 20 of 24 R/W I I I `� I I I € 0 TA 111+0�0 510 m 0.05 yrt ------------- --0.-,0 v/f7. --,-I L TA 9 510 510 a I I iim I TA '1.1 2 --9-- 50 TA 112+111 500 I II 10, BADLANDS ROADI CROSS SEC _ -IONS SHEET 22 of 24 R/W I I I I ! I I R/W c f i I R/W R/W I R/W 490 TA C +-TjT4 C 5C0 10y KELYSECT.DWG 101 I ELLS` ROAD CROSS ECTION SHEET 23 of 24 R/W V I I r I/W R/W I I I i 1 I I R/" R/W I I I I I/W R/W C l C I i I R/W TA 1+9 .3 TA _+ 4._[3_9 ETA + 39 60 no 10, tE31DLEY ROCROSS-SECTIONS SHEET 24 of 24 BRADSECoT.DWG