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HomeMy WebLinkAboutND OLD 35 TO CTH U.pdfi LMARCIA JEAN FLANAGAN OBLITERATE ROADWAY LT.�" SEE SHEET XXX BEGIN CONSTRUCTION STA, 9+50 Y = 4-21995.118 X = 1272266.82 PI STA = 33+48.05 X =z-12-74-655.2,3. Y = 422209,99 FLORENCE V. LAPLANTE A n 7'16'00" Da 2000'00" T = 181.91 R = 2864,79 L = 363.33 1 C = 36109 1 I ! ROBERT W. WAXON STA. 30+25 1 STA. 32+50 CONST. OR. AGG, FE. LT..l CONST. OR. AGO, FE. LT. STAGIfL—IN-ff- —OHE— HE— ON TYPE "C" I STEEL PLATE BEAM GUARD 70' It INTERSECTION RT, BEGIN STA. 11+60 RT, 70' /1 60' U-) I I CONSTRUCT TYPE "D" CONSTRUCT TYPE STA. 25+75 TA. 11+45-\ END STA. 14+35 RT. STA. 15+15 CONC. CURB & GUTTER CONC. CURB & GUTTER' CONST. BIT. PE, RT. CONST. CR. \ CONST. CR, BEGIN STA. 18+80 RT. I AGG, P.E. RT, BEGIN STA. 23+00 RTJ AGG� F,E, RT, END STA, 21+00 RT, END STA. 26+00 RT, VINCENT J. REITER TERI L. METZGER BONNIE C. AHLERS STA. 22+60 �, I �-," CONST. CR, AGG. PE. RT.i I BENCHMARKS NO. STATION DESCRIPTION ELEV. SHERRY L. MARSHALL DENNIS M� ATKINSON & 1 9+3-9 52RT. CONC, W. POST PARKRIDE TELE. 912.55 MICHAEL L. & DEBORAH K. THIELEN SALLY M. COUCHENE 2 1 f JAMES D. & VIOLA M. WEST 36+85 31'RT. SPIKE IN P.P. SE. CORNER OF INT. 945.32 . STA. 9+50 TO STA. 35+550 ENTER LI LINE LENGTH r— 2600 L.F. W07i m mol �m wrej m ON PWSJ ma m GEORGE A. JR. & NANCY BIERBRALIER RICHARD L. & LOUISE MWEIHER --_J_CONSTRUCT TYPE CONC, CURB & GUTTER BEGIN STA. 14+35 LT, f STA. 17+95 EST-A,-lj5,+50 LT, t CONST. CR. AGG, PE. LT. 80' 70' I It �— SLOPE INTERCEPT m A A a R STEEL PLATE BEAM GUARD BEGIN STA, 21+00 LT. END STA. 27+00 LT. Ni*. NES 1111111111 ME STATE STATE PROJECT NUMBER SHEET NO. 1022-02 -71 PLAN AND PROFILE C.T.N.C�T.H. "N" DETOUR ST. CROIX COUNTY HIGHWAY DEPT. 33' uj -------------- l.lHs 60SLOPE' INTERCEPT ' cn I I ' 1 60' 1 END CONSTRUCTION f II 5�ISTA. 31+72 STA, 35+50 Y = 422202.482 CONST. BIT. tE. RT, tf I X = 1274857.527 SEE SHEET XXX +I + co MICHAEL J. WEST CARRY JAY & HEIKE I AHLERS 00 m MEW gm Mal 9m wil mo mol OV0ER 1 OVER 10 20' MIN CLEAR ZONE SALVAGED TOPSOIL & MULCH 1 7.82'- -*--FERT[L!,ZE & SEED — I m lo' OR LESS 10a'A a I I '— om, I 12' 0 . 0 2'/F F --.— m 3" ASPHALTIC GONG. PAV'T. TYPE MV 8" CRUSHED AGG. BASE POINT REFERRED TO ON PROFILE ----/ 1— 12" DEPTH GRANULAR SUBBASE )K VAR. STA.14+35 To STA.16+50 LT. 3.38% MAX. TYPICAL FINISHED SFCTJON 20' MIN CLEAR ZONE� 7.82'-- SALVAGED TOP -SOIL & MULCH — I FERTILIZE & SEFD --4— m 0 C'R LESS SA! 11/AGED TOPSOIL & MULCH SFI-D &, FER71JZER a a 2 1 E,5% NAAX 11 20' MIN CLEAR ZONE 7,82' � 81 FERTILIZE &,SEED 4" SALVAGED SOIL & MULCH 10 OR LESS I I OVER -M44-�-rF-9 10 20' MIN CLEAR ZONE 7.82' 1 FERTIL17E & SEED 4" SALVAGED TOPSOIL & MULCH vAc) I I 3" ASPHALTIC CONC. PAV'T. TYPE MV 8" CRUSHED AGG. BASE POINT REFERRED TO ON PROFILE 12" DEPTH GRANULAR SUBBASE TYPICAL FINISHED SECTION, SUPER ELEVATION I 2. 1' VARIABLE 12' MIN, 24' MAX. o.C2'/FT. 11' O.02'/FT, I Bat m 4: 7 SEED & FERTILIZER SALVAGED TOPSOIL & MULCH 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. 10' OR LESS 1 OVER 11 =qTvJ==rrF-q 10' 18, 2 16' O. 5' 1.5` MIN. ---7— OwO�FT 10 : i (Ty ) m 3" ASPHALTIC CONC. PAV'T. TYPE MV 4" SALVAGED TOPSOIL FERTILIZE, SEED & MULCH 8" CRUSHED AGO. BASE 12" DEPTH GRANULAR SUBBASE VAR. STA.14+35 1-0 STA.16+50 LT. 3.38% MAX. TYPICAL SEC-F ON FOR PRIVATE TYPICAL SECTION CURE & GU"71-1-ER DRIVES AND FIELD ENTRANCES STATE PROJECT NUM SHEET NO. 1022-02-71 DETAIL SUMMARY SHEET OF MISCELLANEOUS QUANTITIES CLEARING AND GRUBBING -SAWING EXISTING PAVEMENT CLEARING GRUBBING STATION LOCATION L, F. STATION TO STATION NO. STA. I.D. N 0. STA, I.D. 10+00 RT. 42 18+00 TO 19+00 LT. 1 1 25+75 RT. 12 14+00 TO 19+00 RT. 5 5 21 +50 TO 23+5b RT, 2 2 31+72 RT. 12 27+00 TO 35+00 RT. 8 8 SALVAGED TOPSOIL, SEED, FERTILIZER, MULCH STATION SALVAGED TO TOPSOIL SEEDING FERTILIZER MULCH STATION S,y. LBS. CWT. S.Y. REMOVING LD CULVERTS- -O 9+50 TO 35+50 17222 465 11 17222 STATION EACH DESCRIPTION 11+40 1 127 CMP 22+60 1 18" cmp 26+50 1 3.5'x5.5' CONC, BOX 30+25 1 18" CMP 32+50 1 15" CMP EARTHWORK SUMMARY EROSION CONTROL DELIVEREDJ N STALLED UNCL. EXC. FILL AND MAINTAINED STATION TO STATION C.Y. C.Y. EROSION SILT 9+50 TO 35+50 8672 6671 CONCRETE CURB AND GUTTER STATION LOCATION MAT FENCE �SY F. 11+55 TO 13+00 RT. 200 30 INCH 13+00 TO 14+35 LT. 190 TYPE D" 18+00 TO 19+00 RT. 140 STATION TO STATION LOCATION L.F. 22+50 TO 23+50 RT. 140 14+35 TO 16+50 LT. 215 26+50 TO 30+00 LT. 480 20 • 18+80 TO 21 +00 RT, 220 29+00 LT. LT. 20 23+00 TO 26+00 RT, 300 31+00 L T. 20 — 33+00 TOTAL 735 G-RiVt�ULAR SUBBASE COURSE 3TATION TO STi'TION C.Y. 9+50 TO 35-;- 50 4-354 STEEL PLATE BEAM GUARD RIPRAP CLAS5'P:' ANCHORAGE STATION LOCATION C.Y. STATION TO STATION LOCATION L.F. EACH 22+25 RT. 2.0 11+60 TO 14+35 RT. 275 2 26+50 LT. 2.0 21 +00 TO 27+00 LT. 600 2 CRU:�),dFl--) AC-1 'REGATE BA'E COURSE TOTAL 875 4 -TATION '0 ST4T!ON TON 9+53 TC _,5-1-50 2797 CROSS DRAINS, MINOR SIDE ROAD AND P.E. PIPES DIAMETER LENGTH RCCP STEEL ALUMINUM STATION LOCATION (INCHES) (L.F.) TYPE (CLASS) THICKNESS !HONES END WALLS 11+45 P.E. RT, 18 26 C.P. 111 0.064 0.060 2 22+60 P.E. RT. 18 30 C.P. III 0.064 0.060 2 ASPHALTIC CONC. PAVEMENT TYPE M.V. 26+50 CENTERLINE 30 80 C.P. 111 0.079 0.105 2 30+25 P.E. LT. 18 26 C.P. 111 0.064 0.060 2 ST 0.TION TO STATION TON 32+50 P , E. LT. 18 26 C. P. III 0.064 0.060 2 9+50 1 35+50 1202 INTERS. 10+00 RT. 70 {'Gl : !`O : : : -�- : : : : STATE PRCIJEGT [�UMDER :NUMBER t jo ' s«....P, e. �e.............................a«.,...,«.............°............:....,....:.........:.................•.:........ ..,............,..:.,,.....,° .. : �..o. tl)C) y 0. ems: : L : C : : , 0 ......�e.........6..... .�e....,..0- .. a) . 0): � : , . : '— ° : � . o ; YARDAGE : ,W EXCAVATION cn: ...........................:°.................. :......,..;.........: : .......................... .._ ........................ . . « . . . �° . . . LJ , : L 70`. R ................... 6.,.......o..... q.........Y....,....a..,.«....a.......«,... e,«...«...` � 'p /V�� Q.......,.v........« e...................e ..........4.......,.P.«««.. .e........ . , . « • . 0 `n :.........:«... :.........:.........:...«..... : C? :«...... Y..............«.......... :.«.......:......... : :.......... ......... :..,... ................ c� ;.....,.. ......,ct ..... r r w ........ .................. ...... �- ....«..,..., s,..«.....e.........@«..... e............... .tl ....«............µ«..««....6 :.........:........,p.....«. :,.....,. e, �. : ............. ....... .........:............... ;........ ....... . «...... : . : : e, .............................. LO ±...................e..... ...1......«..'.........+.,... +....«....tl.........m..... m.........p @............. @............... ...............,:........,4 :.........s«.....,..e...,,.,. .. « .. u) O c� CE .......:.........:.57< ..... ..... ;.. ;...,....... .................................«.., ...,.......................,. .................. .p ....,.s.........e.........p............... d...... ............ .°.°. ..0 . ct a. . . . . �— . : . �............................ ... :. . . . . . . . . ° . , . . . . LIJ41 Toow.......:.........:........... ..._. d w w `. �, « . . . . . . . « . . N,.,....P......... ....«....., a...................q.... T.........p..,..«...e... :.........tl......... .........:........................:.........:....,».«.:.........a...,..,..: ...,,,,...:...«.,...:...«..«,. 0°....,..,tl.. ,.,...@.. ........ .............. ...........;..•...... ........,a.... ..tl. :...........:..«............,...:................... ;......... :............ ....... : . . . , a..... ........... o-.........:..........•..................... ;..,................:.........:;.........:........«:,.«......:......«..d... ;......,..;. ? « . ......... e...°...,.p........ .tl....... ..q................:.........:......... .........q..,,.........:.........:.,.«.....:..,,.....:,..:.........:.........:.........;...,.....r.«..:...,..,..:.................«... _... . . . , . . . . .................:.........:.«,,.. . ...... °s.......................p...................° :......,..:.........` °.........:...«.....:......... «..,,«...... / R W . OLD S.T.H. 3 R/ sot ;> ». .. ......... ... ...,......,.«... « . . . , , �T «........ ............-«...... .. ..... . ...............« ......,........,.. CY)..... .......«......... p� ° ............«.......«..........«.............................. .......«... ......................... .................. . 00 U�2tco) 'Q"• , , . . . S T 15S HIE TOTAL 3 !1 1 199 1 °� .»..a .......... :6°q+:...... ..a,...•.............,...:`.� ....... ........ .;a: .`«..... .....a.....s .......,........ ,.,......e ....,s.Pes....»... ,..,...........,...........°`.P€.. .........x.... ...................p.p6..... ...e........ ..•.,.......»... ,..:.. v.. .....:::ee ......................,.. ...::. Pee................ ........ ........ ... :syse. ..... ::tlpe.............e. ................a.......... :^.`+s..,...................,........,..........«.: @otl .,............. .:e:e......«........................ : ................... ...........::R:P ..........:...., ........ :m@:. «..............a,..... ::petl.......... .......:e................e^n......... .....,.......... cam, .»....p...,.......,....:: `a.........e: .:..........:N° .4.......,........... .........a....... .................:;;,e ....,. ................... ............,... .....»... ..' ..... .c . ....................:.........:................:..............:..............e 70' f`V 70 RfW ................. ......... p......... ......... ... ......................p............................................................ .............................:...................p...................................... :...... »........ .... ............................ ............ . .................,,.:........................ ...................:............................................... .... ....... .. .......................... .......... ... .....a..........w..............:.............a..... �.€...................................................... ..............,........,. C,4............................., Ld - )0 t jc:) .................. ..........« ....e.........:... ...... ....................?7....... .. tl»....,...e...»,....y........ P.,,.. .. ` . . ° . . . ` . , e ° . ... • x . . . • . . , . ° s .. ' . . . . . • . . .. . . . . . . .. . . ... .:.... .. . . . .. ... . . . . . . . . . . . . .. . . . . . s a . . .... . . .. . a . .. . . .. . .. . . . . . .. .. . . e� a . .... . . . . . . . . . . .. .. . . . . .. . ` . . « . ` . • p STATE PROJECT NUMBER 'sEEr 'NUMBER 1022-02 ' 71 YARDAGE LLJ EXCAVATION Z o: z e.,...� ...... .............. ... ....... 9 Q. . e..a.'.. e.... a. ............ ..ve ...... p• aeanxa s. ......a n.................. e....... `..a.... ... e. e. an....................p...................e.a6......d .e..s.n e..ve..ay........s rs:. e.. s»+.e e....a.e...a ...ae. .e.. +. e..... +... `...... +. ...+.( Q. 70' ° Raw :...................:...........................:.........:....... :.........:......,.. :.........:.+...,.».:......... 7O' W ...................,... :.....,...p......., ...a...... .... ................. e...................d.........:,..................e.........a................... ........:......... ......... ......... .......................... ........ .........4 ................... g . K:g. 0 w. , Gi. . a.s.a . ro. . :.......... ............ ..... ;........ ............... ..........,......a....., ..,,................... d................. .......e.........e,.,...... ....... m....... a........,...... ID to 0.0 u2t : : : : : : : : SHEET TOT aII .....,, ...._...... ..... ...5,..,.— .................. ... _ ... . .0,......,,..,.,._11........ I-- ...... ........F,..... ....,.. __,,.,,.,.. __..,...,.,...., ....... 2191 1 1 1 1 SO2 w .x .ar ..y ..e ..a.a«.;:e:ex« »:a :.......ap..e,.,p♦ •.a..axa.r. ♦°r:esav:: « w . a••..,..°•♦..,.««r:a;aa: : :. .a.a.,.♦a,.,•.a..w.,a.a....«:a;px, : :: ..,..aw..waa.. .•,.:a:»;•sa a:a:a.r.aw. ...a.:::••;s,a . °, ». �� ♦:♦;r;pab : a : .. wh,I,.aaa::a«aeeaa :: a: :.....a«:°««s :a; . a Q9 �' a♦♦y.r.'•a:aa•♦a ::+ yp✓ber♦ a..••. ♦aa«e; ::a,.•«.,.«....,a• «•e•«:a: e o«» p•tl« •«aa,eb «a;s a e«° s •ae.,nad• a: " a d s° w v s° a:••®v»:«a« a¢ s v a e,• a «:s«aa" : »:..w.. °aw.a;.:vp :aa« •a,..ew.•.•,a. °•°::a« aaaeaa...;'«°°,:'; a « .«..•a....e...wn..«aa,a.°.♦:♦•a: « .a.p.. .,,..,...`. ♦aases.a,,.s.a.;«•saea a .♦..•..,,w•...waa a w . , a .C1 .` 1 ..... ....... ... Nr TE PRJECT NUMBER UMB, to!ER w ` .......,«.....,.a....w ..........«.....a. «......ac_ .....e.^be•,.••...aw".ar.,......a..•... : YARDAGE cn „w..:0: : : : Z. EXCAVATION 0...:a,w,a.a..a.......♦ :...♦•a.ara.rwa♦,...a.era. ..♦°eae...w..., ..b. ...a,.r.®e.r....w .«•a ............. ..♦•,.... ♦.........« aa..°....«,•e..... aaex.w♦ ...n«„ .., ...° r.......a7' /W „ QO+9£ ,...x,a.•:w,....a.b/ ................................. .♦... .•.... ..........aas r................♦..... ........e........ :.. ��li *6i;W ld aCY $ ,e;arapapeeas®0 x,aaaaa•°p♦v ws•a,s° vsse°e s w°va• n..esaevs• a e«♦ena eeae••p eb,wse•w♦°•,ax ••.aaamv ..v w•s e«,•a°.w.n♦•°aa♦r°♦ea♦ ♦m♦e•♦nry (�( ................... « ..a.♦..." ...a, ..a• a ,ax.aa•aa ..«•..aa.w.p,p .4�4y.......... .. °0 C) Ld Iq .r.� ..a:...•....p:.a . ......... .....•....... .. ................. ......... e:.,....•a.: a°i +'_ S r— .a,...a:♦.eaw.. s—• ♦a.p „ aa...a..,♦ae.•.a,aaa«., a..a••...,.... a..a••a..♦♦.a.a ...,...... ....,.a.,aee•waa.a. .....a..•.a.a..«awraap...«.. .«•.....n..«p...,a..y«e.,....«atle.a.p. a.......a«.aa.«.wa.a...a:aa....♦. .a.. .. .. .. ....... ... I.tY a ° 3 ey — • a e r ♦ e a • a • pci • P W ...,.,.e.,a....•..•...,ax.♦b♦..,.•.a......,a,,.p.w.,a.a♦ .a.. a..a ......♦w...a«,.a • J � qIkm...,aa...a..,..r..,aaw,•ax. a.,aw,x..,aa.a.p.,..aa...w.p,.a,•e.as a.,.,•.a.aa♦a.♦.ea. .......... co 0 � Q.w.,...( «a♦,.eaa♦.«,e....♦.. a♦e a `�� ,..........•...... a e♦ :..aaa•.♦ a•....a,a°.....x..pa♦♦...,aa •............... ,aaa..,..a.a: ...p.aa.•a« .............. : ..............x N, tl l`99+ 6C • 3d «a..,,a..x°...e...a.e..a.,«...pa............ ............................ 4 «,,.•..,..«,a.a.°.. «,..pp•..n«xaea...,.:.•.:a..a.e•aa:•.......x:.,....a•.:.aaara :a.a.a.. l'l £ .......a .....aw.x,.re♦ , a « ♦ ♦ ° a ° , ° ° e , w w • ° «ap.......a...ap,e.a«m.a a...awa.,.a..x...aewa..aax.♦w.a♦,w•,.. : ..a..a,.°a,,.•,a, «•a,,..a..«.a.♦•w...««.,w..........................«a.° :....♦........................ ... ,..,:b.♦...., «,♦,.a.«a•,,,ax.p«.,aa.............../..;..,♦....a:a.a.e.•r.».wr...,e,:t,499 +0£ :,.,..,a♦.:aa.a,wa, :..a..,•p.:..a..,.. ........•...•na♦,.a.ax.«..wa,.•°a«♦a....aaaV.♦♦ a♦•..a.p•.«.°ae.w.,a:.aa•.°a..«.,,..,.. ....« w• l «aa..ra.r.«........,« » : : : / ...........................a.., ......re..a. �.xa.p........•..«;.a.rax,.r;,.•..°.a,;.a,ap,w.,;..,....:.a...,.a.:,,a..,...:,,,..•...:p..,,w.. .,.•:a.a.x•...:.e.aa•, »pp.,.".a.:..•ap � : : a..♦,aa«,p...,wwa♦a.....ewa., «a.wa•.............. «....... ................ a. as a. a,..♦. ae..,♦w.,.«....... . a«°•..a.ab« aw...•w.., .................. ..«....... «,,...b.aa«.a.......«..... .««°....b.».« „ «a.e.. .. ♦♦.a..a:....... .................. :CY)...,....a:e..•.«♦ax:.. a.a. cai. : Q 6 ; O C3 ; : : : : frj= C\l- : Pry° : : 0 «.. ..a..aa..p,.am a..a.•..xaa.........a♦pw.°,.......•. „ r..e;«..a....a«..e°°awa.«,...,•a ..♦..a........ ...... :..rar,,..:,••a....,:a°.p .. :.•...,a. cam' ' : ; Q U+O . w : : � SHEET TOTAL 2919 1 55