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HomeMy WebLinkAbout1992 (49 PAGES).pdfI INDEX OF SHEETS Sheet No. i live Sheet No, 2-2 S Typical Sections, and Details Sheet No. S& f Estimate of Quantities Sheet No SA Misceflonehus Quantities Sheet No.4-+,to Right' -of-okay Plot Sheet Noma-5.8 Plan and Profile Sheet No, 6-Ca.7 Standard Deto!I Uro, ngs Sheet Nu. — Sign Plates Sheet No. — atructurc T:ar3 Sheet No. --- Ccr,rguter f urthhark Date Sheet No, 9-9.I6Cress- Sections TOTAL SHEETS -= 4+9 DESIGN DESIGNAMN A 0,T. 1985 '- 1350 A.LD, T.. 2011 2565 D.tiV. 201t -- 395 D. (%) = 60(�a} r. (o OF A.D.T ) Vf ,_55mph, .. ESALS .467200 * U 6%crEE OF 4'IU0N�l`,1001MziltIU [DIEP �ry M `� T OF �( `�1 9>�'5)0 7/�c�� (> M I.VIV VLN iBUtWkL Z)h P4.G CCU J r t ...__ _.._ GG dVS - LU.DS ` (UNDER P R} �C'J%iF6a Q CCRPORAT LtlATs (i'111 Yi !li"`ell r l C`RGRrejoD U L PRO t'Y UN- _.._ _.._ G" S LOT CN _ - ECTRiC UNITED HdHWAY i S M,-o!� TEILEPHC':' ___..__.T 1 '^+ EYISPNG RsoT Ot WAY ------ _ SERtICE_ oLMIAL o NE'A' RIGHT Co WAY _..., _.__.._._ CABMARKER P tc � REFEREryCE Lluv - ------ ''U 5E^. FCL9 E SLOP[ CNTERCIr.'PT ,. -"- - - TELE: f1U '. POLE. se ORi GINAL GROUND RAILROADS I- r,...i_ L i.-1-1, MARSH OR ROCK FROi'ILE ...-. --- - Y.IARc,H CULVERT IN PLACE r �cs WOODED AREA /rrr y ' k�^ CULVERT REWRED SILT FENCE - T REOUIRED (PraRe) RIPRAP - q r - N 1 r I A ' � i ST CROIX COUNTY LAYOUT 'i Ian ',FT LE` G- :. 2.136t:'.. BEGIN PROJECT STA. 1 Q+07.03 X -1,33t, YcC t -. cir Y - y4,-,soo !200' END PROJECT STA. 1 SA+GQ FEDERAL. PROJECT 1TL PR"(JCTCT_ --_ _ '.i L7 'G'1' ICfEN'IY Ac:T J I. a ➢G< S, .,r,'I!. 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P= P_,CP P00.1' Y. or GU. w CLYT YARD P.CP.5.5. F l%lc CE'J core-`M PPP STAR, 5ENEQ CU.-Te- eEO ),. P-�C.:EC c, CA vier PPE :'Es. MALT:'? nT e' ,.P:' - 7. G 6, CYL29 tolrfER RA &". ;�ib' 50, YJ. :R.<E YAK,ll r Fc PCB _ t,P. 's L eY cl- _ :CG SSY-K(a l .CC, Y et ._ . t iP=2SF tGut 'e: e�Sr C,.2 0-, Care ,- 'son" G' NSNn'AY .� ,.gyp { r' P?hLACN S P P Aa" r+ PAL 'Nr . ,o,,ZT0 INtsrf7,, r/Rf/c AX PA4 �7sN'r COVE, ' YiVTER.5iC7/G,V_UF_7Ait_ . CLEAR ZONE CST P9J_----- 1 -5F SEEP AFD fE, R+iM.YZER ASPHALTON 6C CCPETE, PAVEMENT. lYPE MV AND SLEW ZEE 9C7' PM. �.______________._________ GRLISHEL: AGGd2EC-r-,ATE BASE CCURSE. FC42 SNCULL^Ei25 ARE NOT PART OFT TN:S CONTRAC% SEED AND FERTMOER �. ( �. SALVACS0 TOPSCA. _—...__ ` & tRACN 7 7.f 1 a' V.V. TOPSOL. & fMLC I SEED & FFRTN,IZPR t~ _EED - ! TOS0 RPFERREP' {{ TO QN PRPLP ( 1 4(11 ! � I g LVAC P TOP•Yp'L E r LS'T�' & 0_.0-4'/ft. odr FrI' o.oz PT. 0.z04'/FT. 5 'R�,, NJVaG (TYP.) 1 VARA'3,0 HR�nIa z-4' MAX _° *C Lkh+O AGCRECATE BASE COURSE 5HOULOSP5 (TYP.) WE TOPSd'4.. & M (4') _ (r) 'Z'CRUSHEG ACGRECATE COURSE SYAADERS PONT REFERRED TO -x Pi CROSS SECTKI^J L- 3° ASPNALPIG CONCRETE PA'fEMENt, tYC Y'f* -- 2" ASPHALTIC PAVEMENT, BASE COURSE 6' C2U5ED AGGREGATE BASE CCL'2.5E 10^ GRA14XAR SOEBA5S TYPICAL SECTION C.T.N. "C" GL_EAR ZONE 7P' C.N. STA. IO+d7,5 TO STA, 70.O0 4..-...._.._..,____.__-.__.__-, _.....___.,....i ! I SEED ATV FeAlTuZE2 � SALV.SGFP TCPSGt Cp & "RRCH 6' 1 12' I T7 5` 7.E 6 I TO ON P96 I 0.07�PT. IL 0.07 (FF, PONT PEFERRED TO O4 CROSS SEMON TYPICAL SECTION C.T.H. "C" X ASP+ALSC CONC2ETE PAVEMNT, TYPE CV* 2" ASPHALTIC PAVEP'ENTy BASE CO-' 8` C2U5E 0 ACCRECAT€: BASE COV25E t0' C2AN,R.A2 SL26A5B ETA. 70.00 TO STA,. 174.00 CLEAR ZO„t,E 2Q. Y: + i SP xOPSOz. &:MLCFPONT Pl�'PPE P ' 4 I / I 0.06(PT )a -.-.ram •_.._. ._.... _.. PC14T REPERREO TO -' I �iu IIUi 'ISM `� IN CROSS SE'CTJ;"J 3 A-PN1.. Cb%f' EP PAVE cNt, TYPE Mu?f- !� I 2°A'Pn PAVF c`YTyPA E CCUA5E ' t .. 6 CQJ5F' P ACCR�'CA E OAS?. CCo„ 5E COURSE 511O M1.l7E.'RS (.TTP.) _..._ _ f0" CRA.4.:.A2 S,_B4SE TYP@CAL SECTION SUPERELEVATPON C.T H. "C'" 5 ROU`.'C'VG (TY'P) 7FT (', 0,02 1- 6" CRtf5 P AGGREGATE BASE COURSE "- 5 ROIk.CNG (TYP.) -4- _.__ NOTL 2' ASPHALTIC CONCRETE PAVEMENT, TYPE MV ©N E %!SFNC PAVEG C2VEWAYS C`LY,. JSE 6" TOTAL. DEPTH C2U5FtP A6c2ECArE 00 EXISTNC CRUST-D ACCQECATE CRVES. TYPICAL SECTION FOR PRIVATE AA DRIVE'S AND HELP ENTRANCES Y. 19'• ,'22'•• VAR. CLEAR : TO $A_vacEa xcrsc_ ( \ n CH 2; - 10, YPa ID C.. TYPE 'd' CC,NCRf,TE CL25 & GUTTER X ASP:A T,C CC`,C2.Er: PAVFnNT,. TYPE _ 2re ASPHAL.TO PAVEM2t41I PAS, COLQ:. e _�-_._.... 6' CrUfOEP,ACCZEGp,TE EASE CGIU25E. - 10' CRA%!-AR SdEHAl' TYPICAL SECTION _ CURD AND GUTTER STA, IO.07.5 TO $TA, I4.50 LEFT STA, 10.07.5 TO STA, 17,70 R'ICW, .. STA, g4.50 TO g9+50 21CHT. SEED AMID FERTLIZER AYI FE RTP_t .P (YL T f SAI,VPOP 1 x ANY CSR-CH S PC4^n;;4C TYP A,V/�D ( ) '�GCD tCPSCS. 2.6 a .._...._ _......__ ._._. ..�._..._.....». � 4,0 vA45, 3 ll -._...._ N:L a 2E3 1 C`.J. ( 4d' � 7.6 i _._. _.-._. _. _._-.._.......__ _ A^J .A CH :q s0 j .�0021 2E / T. s r /9 A Ps} 1:. ROU^CriC (TYP) rlc-ri R. _e...a7 d O C C ,G.a H.°(. 4^^,`.' C✓ : P J ", - ACCREt.AT, EASE CC,2__ CRUD: cP A(: ('RECITE BA5E COURSE SNfN.R.DER4 (TYPj T't PICAL _SE€P) fGr�_SIDEROAp B I F4.CidAP'E'. Cx NCDET.QWG _AQIF 5L_F_QR TEPFFlc co QL_ELAtLS_ SIGN AND BARMCADE LOCATIONS MAY BE ADCJSTED IN THE FIELD AS DIRECTED BY THE ENGINEER, ANY EXISTING TRAFFIC SIGNS THAT CONFLICT 'WITH NEW WORK SHALL BE COVERED AS DIRECTED BY THE ENGINEER. ALI. COST SMALL BE INCLUDES IN THE ITEM OF TRAFFIC CONTROL. ALL SIGNS ARE 48'.48UNLESS OTHERWISE NOTED. DETAIL 4 SHALL BE INSTALLED AT ALL INTERSECTING SIDE ROADS WITHIN THE LIMITS OF THE PROJECT. 0� USE MAINLINE CLOSURE DETAIL WITH LANE CLOSURE BARRICADE DETAIL (SEE S,D.D) fal m -LLQE-ND- 31 TYPE Ot BARRICADE WTH ATTACHED SIGN GETCYJR 60'X24' WOOD POST WITH ATTACHED SIGN A=4 E I) WARNING LIGHT (TYPE -A-) =COISTR=UCTION 000 DETOUR ROUTE (TO BE SIGNED BY COU�,ITY) G20-2 M4-9 DETOUR DETOUR 'T - ETOUR 8=4 C=4 mt STATE PROJECT NUMBER SHEET NO 8937-05-71 2.2 TRAFFIC CONTROL DETOUR COX 00 T- G F LAST INTERSECTION CLOSURE PUBLIC ACCESS RESTRICTED CONTRACIOR, LOCAL BUSINESS AND RESIDENT ACCESS. 29AL-t mu F=4 Rm mn RDAD CUNSTR'ECORCTION AHEAD 'D OD ,4 '1 ROAD CLOSED CUT) F7 < &V- (30-X24-) Q4--9L OR M4-9R DETOUR I L];- m W 4 Q W a� W O _ G O a q N N W U C? a9 4T C9 h- � Z A C m m » W 4 4 m m O ®P Mq G U U U A^ r Y O 4 r O M N N N N N o o q r a � r a M r r 10 r a a co r a M r ® a q aco Gvs aG S= Sim = U W w W W Q`U W KG gWg 6`,G u�,y, ps 4Yu 8-P6q wm� wm � q1 0 xq m� SUN mum man WWtU, gsF O Q O N r uNb IR RNR tfd b I sk03_v_ Q v Q a M a to N n•- a ry ry v m 0 0 o a o J av .- 0 o v® ry ry uY Ta ne ry v ti x W T J ~ h aw o u wa x az > w w > u N J J m J J N W ti N tV N .o w 0 0 0 0 0 v v 0 0 0 0 0 0 0 0 0 0 co b W m as 0 0 0 0 0 0 0 0 0 0 0 0 .ra N N m 4 4 J J J ® O d W O Q F O N U w J W U U W w m a am— aT- N 0 0 0 0 a a o 0 a 0 0 0 0 M P N N ni M N T w 2 N 4 O a U F S Z x~x O, N rUa m 44 w az F-. u N c> x J W wz zw aw x w o a-• 3a n< aN ao. Nam a- w o a a a CLEARING GRUBBING BTATION - STATION NO. STA. La NO. STA. _a 16+00 - 19+m 3 3 21+m-23+50 2 2 44+m - 4 +m I 1 46+m - W+m 4 4 51+m - 57+00 6 6 81+m _ 67+m 6 6 86+04 24 24 %+m 4 4 9-PAWA Aa ZRIMSE92opa STATION TO STATION G.Y. 10+0ILS TO 124+m 1M25 STATIONTOSTATION TON REMARKS 10+U,5 TO 124+m 3993 MAINLINE EASE STATION TO STATION ITON) 10+07TS T0124+00 14,100 OAK DRIVE I BRANDENAVENUE 194 I /0TH STREET 228 118TH STREET 260 PEAS AND F.E'S 362 EARrNWDRK. SUMMARY ' UNCL. EXC. FILL BORROW EXC. STA. - STA. C.Y. C.Y. C.Y. 10+0-7 - 90+00 23(o41 154'3'7 327 90+00 _. 124+00 739E 6943 1631 TOTALS 31103G 1,956 OWMETER LENGTH SLOP STEEL ALUMNUM STATION 12arcd AtEMI LF) TYP£ MOMSS �'NCUE ENGV ALLS 20+40 CENTIEFLINE 24 70 C.P. lit 0DIM 0075 2 170+40 Ce4TERLIKE 24 TO CR ill 006E 0075 2 OAK DRIVE 41+12 29 RT P.E. 16 m C.P. TO 0064 0Cm 2 43+43 m'LT PE 16 30 C.P. III 0064 O(VIO 2 46+00 CE7NTEFUNE 30 tm CP, III 2 50+2IS WRTPE. 18 m C.P. 111 0064 O.Om 2 W+75 30'LT PE 18 m CP, I3 0.08E 0W0 2 54+10 CENIEFLINE 36 ITO C.P. ill 0.079 0.106 2 201+10 CENTEALNE 30 4p GA. M 116THSTFEET 73+15 32'LT P.E. 16 30 CP, 19 0.m4 0.060 2 78+26 CEN71DRILINE 24 K CR 13 0.064 0075 2 92+49 CENTERLINE 24 90 DR. 111 0,054 0075 2 99+82 OENTEFLINE 36 m OP. 111 0079 0.105 2 107421 WLT RE 18 m GP, TO 008E 00m 2 107+28 3ART P.E. 18 W C.P. M 0.064 0050 2 118+83 CENTER-W 24 90 CP. ill 0064 0075 2 123+00 WALTRE. 18 W CP. ill 0064 0.860 2 32+17 m'RT P E. IS m ,CP, 111 0064 0.060 2 191+60 BRANDENAVE 24 40 CP III 0.064 0.075 2 W INCH WINCH WINCH TYPE' TYPE'X TYPE AO' STATION TO STATION LOCATION (LFO PI.F} RF.i 10.07E - 14+W LT 44S 10+075 - 17+70 FIT 760 N+50 - 98+60 AT 400 OAK DRIVE INTERSECTION 155 110TH STREET INTERSECTION 15 SPANDEN AVE INTERSECTION 155 118TH STREET INTERSECTION 14) SALVP6',Eb TQP�I� � FFRTIu R MULCH STATION SALVAGED TO TOPSOIL SEEPING FERTILfTR MULCH STATION S.Y LBEL C1NT S.Y.. 10+W 5TO 124+m m5m 2m8 46.5 66576 SIDM. ADS I&A $1 1.2 164E SAVRNG EXISTING PAVEMENT STATION LOCATION LF. OAK ORA E 24 11 OTH ST, 2O BPANDEN AVE. 20 118TH ST. 22 73+15 PE. LT 12 Im+m P. E. LT 14 124+m END PROJECT 150 DEATH NLET CASTING ELEVATION INLET DOSCH. OF BOX PUMBEA STATION LOCATION TYPE TYPE FL EL. TOPBOX ELEV, FROM ELEV TO PPE +Ff.} RERVStl(S NIL. 1 12+00 1T.S'LT 3 H -RT MS 04 868.2E BOOS/ INL2 39'-Ir Km IT HNL..2 12+m 21S'RT APRON ENDWALL. 12+00 90'AT 3 H-LT 858.13 %6.12 4N'LI RMI02 APRON M'-12'RCPSS 21 ENOWALL R'L.. 2 W1,50 RE7NFORCEPCONCRETE ENDWALL FOR 12A CULVERT PIPE - I EACH FRO5tpd FAQ f DEL-rNSTALLeO DEL -INSTALLED MM(fENAFLE EROSION SILT MAT FENCE SiATiON LOCATION 5Y. LF,. 10.W 5 TO 10+50 LT 40 10+07.5 TO 14+m AT 4m 92+m LT&RT A0 13+35T023+50 LT 1015 17+. T020+W AT 380 m+40 AT 20 21+25 TO 27+50 AT Bm 23+m AT 20 23+50TO27+W LT ME 25+m AT ALT 40 27+m RT&LT 40 77+w TO29+'A LT 200 25+m T029+50 AT 270 29+WT036+W RT 90 29+50 TO 37+m LT Bm m+m RT & LT 40 32+m LT m 32+40 AT 20 38+00 RT & LT 40 V+m RT 125 37+m TON-+ RT 250 37+50TO39+W LT 2m 39+m T043+".A LT 445 39+50TO43+50 AT 410 41+m LT 20 41+12 DRVEWAY AT 20 43+m AT 20 43a43 DRIVEWAY LT 20 43+WTO47+50 LT 4m 44+m TO47+9) AT 34 46+m LT 20 47+WT052+50 LT FOSS 47+50 TO MI+AT AT IOW 50+26 DRIVEWAY RT 20 6p+75 DRIVEWAY LT 20 52+m RT&LT 40 52+58T057+W LT 5m S4+m RT 20 54+m AT 20 58+m AT 20 m+°A RT 10O ST+.SO RT 150 57+50TOW+50 AT 3m 57+6 T068+00 LT "IS 58+m LT 20 m,R) LT m 60+WT068+03 AT 83S 61+m AT 20 63+m AT & LT 40 O+m RT 6 LT 40 67+m RT & LT 40 68+m T070+m AT 2SO 68+m TO70+5C LT 250 70+50T07B+93 LT 890 TO+50TO%.5D AT 2840 73+15 DRIVEWAY LT 20 78+26 LT 20 78+60 TO 93+50 LT Y5W 82+m AT 20 e4+m AT 20 B6+m AT 20 m+m AT 20 90+m AT 2O 92+W AT m 92+49 AT 20 93+SOT095+50 LT 220 94+m AT & LT 40 95+m ITT &LT 40 95+WTO=!OO) LT SAO 98450T0110+50 AT 1335 99+82 AT 20 im+5OTO10B+50 LT BY3 101+00 RT&LT 40 lm+m RT&LT 40 t05+m AT & LT' 40 107+21 DIT VAY LT 20 107+01 DRIVEWAY AT 20 1 C8+50 TO 1I 1+50 LT 3m i 00 RT 20 11O+SO TO I I I+SO AT im 1+m LT 20 I I'+SO TO 115+130 RT 445 111+SOTO115+50 LT 445 113+00 AT & LT 40 115+50 TO 117+50 AT 200 115+50 TO 118+SO LT WID 116+83 AT 20 t17+58TO 124+00 AT 720 118+50 TO"4+00 LT 610 121+m RT & LT 40 123+m AT 20 HU+m DRIVEWAY LT m 170+40 OAK DANE 23 181+75 910THSTREET 40 t99+m BRANDER AVE, m 8937 05--71 I � DETAIL SUMMARY SHEET OF MISCELLANEOUS QUANTITIES RPRAP STATION LOCATION C.Y 12+m RT IS 20+40 LT 2.2 20+40 AT 4.5 32+00 AT 1.9 37+00 AT 22 41+50 AT 1,9 43+w AT IV 46+m LT 2.6 50+50 AT L9 51+m AT 1.9 54+m LT 3.0 58+m AT 28 73+m LT IS m+24 RT 22 92+m LT 22 99+02 LT 3.0 107+00 LT TO; 107+m AT 18 116+83 LT 22 123+00 LT IS TYPE NO TYPE A SIGNS PROJECT (DAYS) (DAYSI M VIN WS VERTS STATION EACH DESCRIPTION 20+20 1 SY-18-CMP 28+25 1 19'-18' CMP 45+88 1 100'-24° CMP 170+40 1 35'IF CMP OAK DRIVE SCHEDULE OF LANDS & INTEREST'S REQUIRED AREAS SHO1-4 IN THE TOTAL ACRES COLUMN MAY BE APPROXNAT, AND ARE DEFILED FROM TAX ROLLS OR OTHER AVA'IABLE SGURCES AND WAY NOT YUTLUDE tA40S OF THE r'VTNER A' XH APE NOT CCV411GUOUS TO THE AREA TO BE ACOVRED Lj,b--:c 5�R �X 2,92 HARCEL SHEE 7 OWNERS) INTEREST TOTAL NEW' E)OSTING TOTAL TOTAL TEE. NUMBER NUMBER REQUIRED ACRES RIW R/W R/W ACRES ACRES ACRES ACRES ACRES REMAINING 1 4.3 ROBERT A & MRVOJOANE- E. COOK FEE O.Ji '07 0.00 OT .32 2 FJ GEORGE & rVOMNE PROTZLER FEE' 29.22 13 Goo .Yj LIS 09 i 4.3 RICHARD M & CYNTHIA L STOLP FEEITL.E 17 53 .57 .SG 7.42 16, 71 03 4 4.J SO CROIX COUNTY - FEE 25 .02 0.00 .02 23 5 4.J TOWN OF STAR PRAIRIE EFEITL.E 1.03 07 000 '07 .96 .71 6 4.3 MARY L. HIGGINS FEEITUE, .50 .02 0.00 02 48 .04 7 4.J WWAY T. & SHEILA D. OCIVAHUE' FEE 1.62 -29 0.00 29 1.53 8 4.3 SUZANNE HANSOM FEE 2,07 .27 0,00 .27 1.74 9 4.3 JAMES AL & LYNNETTE M. BRYANT FEE 2.7J jo .17 .27 2.46 10 4.J JAMES D. & DEBORAH IVERSON FEE J, 66 '17 000 'Il 3.55 17 4.314.4 MICHAEL J & JEANNE A. UTECHT FEE 75.10 .35 L 43 T 78 13.32 12 4. J14. 4 TOMMY J & MARY Al. HARDER FEE Z TO 'T9 0.00 .19 1,94 Ij 4.4 DONAL0 L. & RUTH M. ASPLUND FEE 79.75 60 3.46 4 08 75,67 14 4.4 JEROME & PATRICIA VONHADEN FEE 2.02 .05 0,00 .05 1,97 15 4,4 GERALD W & CAROL J CHRISTENSEV FEE .04 .003 0.00 .00j 037 16 4.414,5 JAMES R & JOYCE KLEMESRUD FEE' 785 .17 SOD 2.90 182.10 17 V414.5 ALICE TALMAGE FEE 151.9 29 JJ I 3.60 148.30 la 4.514.6 HARLAN VFHRS UELIT-4z. 40 .75 7,00 1.75 JS 25 .02 79 4.514.6 MICHAEL E. & MARY JONES FEE 40 '55 1.37 1.86 36,74 20 4.6 EUGENE IX & ELSIE M. PETERSON FEE 30.87 .09 .76 '85 30. 02 27 4.6 ROY HEMENWAY FEE 60 .62 .77 Y. J9 5661 22 4.614.7 ALICE L. EMERSON FEE 40 .2J 1.34 L57 36.4J 2J 4.614. 7 MARGARET HEMENWAY FEE 40 .78 T22 2,00 36.00 24 43-4.7 NORTHERN STATES BORER CO. (40) RELEASE OF RIGHTS 25 AJ-4.7 SOMERSET TELEPHONE CO. (47) RELEASE OF RIGHTS 26 4.4 ROBERT COOK FEE .25 '00T .04 041 .209 27 4.6 GARY W. & DIANA PETERSON FEE 4,46 .72 .24 DO 4,10 28 4.6 JEFFREY & LAURIE FARMAN FEE 4.46 .08 .27 J5 4.11 NOTE: THE AREAS SHOAN IN THE TOTAL ACRES COLUMN MAY BE APPROXIMATE AND ARE DERIVED FROM TAX ROLLS OR OTHER AVAILABLE SOURCES AND MAY NOT INCLUDE LANDS OF THE OWNER 'ARCH ARE NOT CONTIGUOUS TO THE AREA TO BE ACQUIRED, 8937- 05-00 FECERAL PROJECT NUMBER - REb19C`+ E1AiE. ROUTE COUNTY DATE STATE. PROJECT NVMBER VRM ER. 8937-05-00 C T „, ST, R iX 4 42 FEDERAL PROJECT NUMBER 4.2 NOT TO SCALE 69S7-05-71 4-.I \ s s ' SW 1/4 SECTION 15-31—t8 SE 1/4 SECTION 15-31-18 SW 1/4 SECR N 14-31-18 SE 1/4 SECTION 14-31-18 TOWN 8 tltl 9 \\\\\\\ OF /lea C.T.N. C„ ea eo oD o zo STAR 109 7 s T \J ' �y r—..., / 4 � a _ '— _ r � PRAIRIE I NE 1/4 NV; ,/a SECTION 22-31-18 NE 1/4 SEcr� N zz-31-1r3 NV) 1/4 Se:cT�0N z3--31-1s NE 1/4 SECTION z3-31—,� SECTION '21--31—'8 - BEGIN RELOCATION ORDER STATION 9+90,85 X 1,331,024 73 Y 495,90774 '4/F 7- sec;'10"'� ,14 IV4 7Z4 lg 7,okvlvsl,llp N.$' co 04 LU4 N 76�50'00' E N 76� _0 00. 7"O'co, pF I C* EA RrC SE 07/0"v IZ4 CSM�R —j7—;,9 VO kne uvr- C � PC "S9 Cc r 7777pt3* W 70%OS' 'C' IVOI?7 Sd6Dl /viv O's, /Cov - I 'I C7"01V 37 7,6 CC CS4 171 IDC N76DODO-E 30 00' w N IN DATE 0 ROUTE CIH, -'Q-' 5L-caQ�X 2=92 0 20 bO 100 PFC S7"' V.,C STATE PROJECT' NUMBER 8937-05-00 Fep-RAI PPOrCT Rt)MOS6 ;71 '50" W 107 6 SUV!ANNA" 69? (8-) 624 CURVE DATA 72'54'54' R - 1097,35* T = 12J 52 Or 245 00' 375,09, C = 245 4k CH V, PC - 29+0r,04 /V; ION PT = 3£+47,04 BP1 X44772 AP11 r0 q. "'CY44-4 '�!2-131— ✓ 76 S, 7 DO CS, VlEA&,E, AEC 4or C A. UC'Cx'T VO4 C VO4 77" ar C. 746, CC P" POET"45-w 207541 N tl Z loco, (1�4 UnCJ7r Ell SNEER NUMBER 4 � 39 'E4,"E' A Cs� joo`-CP7 Rec 14ot 14159 rt 40p -�UIIIISION 7cuqy 70 ,ta'FS 0&7 vege LP'C'-' , � r" 0-?4� DATA AR v �2-54,54' . :L PC R 1041,35' 7ftZJ09 " T 77,86' L 234 72 lx` C 2-14 23' sec'716v 'viv CS - U831727E Z4.- 37- jcf M2a` STREETS WRIN NORMA100 SUBDIVICON AERE OPOICATED TO TVfF PUBUC By PlAE r, i ✓" PeOS'ION PALE R JiE CCU'FFY PATE'. STATE PR0. ACP 1 UMB.Eft NUMBER j a Rr COOK 8937-05 0Q fcPERA- PRO!EGT t.UVB'^R 4.4 TOWNSrJl a ,rr c>� LN, 1 'A' rrr,r: r & Air _ x_. urcert; ,y e rr .: 0 25 a` - Too _ VCHAEI J & JrANVE A. U12 CAT ✓ " ✓ -- 1 t / / � Y. 843'7-05-71 4.3 VUL 744, PG. 477 SLC770r' 22dr-'8 _, � v. 714 r a o - -- a.e _ COT 3 SA J6+46 vS c✓_:a^. Pr, 4,? c f Jura ( Y i C / ,x ReC. VLR. 5, PACE 9459 �Uy n r ,� .. _�. ,88.5JS �74fi..FU74Yr.J��' _�� .- �.e��♦.r �Ii�. n _ -t// -r '?._/�.v,q,,3 3-B._BT_A5.2.Lt_39,9`. ,-44. ' . _. _.__ _f _I�� t. .- JRx_,J —1 � 3�.0.�rRLa- ITJ STA rfi -9741��Ssrco 1S11U 577.w 246s9l re �F l 2'L_4 CUR.¢ DATA .. 3C'J8` . J4228544' ti° ri y >4 0 t d 5'r5° C9 5 2 ..._ 7. _ _.._ Pt F8 v209" FOd 99• _ _ __ :>--"` _.._ UE _'_ - W512437 ra' ^� {Rac } .�-�. ` } u '2rRc(T4 u�rar - g Pc 52A5 .J2 i 46�9 74 yUF. ODT51 E \ r 52 62.75 AK ,5,pp ' q \ 57#62?5 AH are f J €r<Yr. TCMUY & t7' U"CI rP �r� to - REC. `. YT UnCt7Y eA5 FY ✓... ,r A"° LiJJ ��e1 a S 8 (klR4F DATA LOT ro _ B 93i ,.. { PR R.... _____.__ MARYM % YyF R // ✓ HAaOER __ r n ) ALO 1 r S. �A,"'�� EASEMENT �' 4`1 4 € P, SCOT 20' AST F. COT .:F O & L u4 n, % cor tr " t,or +v Or Co ✓ ^0 c ea ea � r A, P 7A U' K' & C 1dA M. A.-J tt & ('J,)A U .1 & Ui .h'; D.1 A_ & IfAR'A�,V 4" Ca '1243 `E Qtir/ JEROME & PAPPO''A - ou vdea CC - V(O.NHAOE'N 4'j A.`A_RSO'! A,^.D R 0 (7..ASpER R PJFY P NE 7f✓I' fQ ' ` b41, PC„ t82 ° ll ,l 44 `"5 .SJ' 3S. .",.. 'Y._"G 7ICr' Z<r _.l_..f Npr2Tf'f4'00Y', rzj 732 - 1 I eV' 1/4 A,'W 7/Aj SECTION 22-3fi--18 sTAR PROP SIN CURLS DATA 4x L, rv6 RLW G4'B LT' OAFA �W _. ✓E,,^� r4-. �1- .S�'r r,.. }✓F,. G SCiC9ay Ater gV,S,,fh tRGC &sag CUR AFC d C283mDATA 9' 'tS, P' P CURVE dR A Q. n ,arra' ✓^ R 15P .✓ �Ot C'O R i)}t 35• H �FO`?F SS R = F02Y.S5' c✓ `'✓`Y> r 70 r 6 .i M' Yrei a3 " ti. 4„ bS' r - SO t1 qp -q C - OL 83' f„S C J C. 575 C rot 31 p " " P < V\ y C - SN757 '.?°� r rE .+'Y'E7�6'fYw'd' 6 t0t.27" XCY S ✓ c..✓ r 5 0,t�7R r h��U �t CH ,.C4L'8�.7Y"e". ry4� `� y_ t' � s4F,S �. �.y4c.,PT - 62+9299 f CB - N87TJ+".79 �E a0 '70., C �'l.. �" % i lB bk /� 7,3. 4 EK 6 AH ^ +.54 1 r C ,a (SrA rSLSf CO 1 V 9U�r;✓....^. % L��`P a D ✓S EA O,. A �P fY M ! sr - t r _ 71i 1Yu���lll�z J SA' sa l R, c r Ski" S'�yVf �+ ... b _ \\\ r F rs7 u r 5. t z 24"!&'�3""4 t..r r7s` -- j r,.. - - 2 fd2>�� 6 ev cr CURL*' DATA _ Z73z j . _._.....__—.._... _._ .._. 3F-]B ti 5(J. ... E'"-" 0 4GR'ti U-5Et" 27 R 104LJ5' '?, E.,., ^� i R✓FLn:..0 C 'T 5 _.._ T ,285. 44• , "..� �.� 5 _ ° - II 575• T64.48 Al CS - Tr757S'4,F`f, PC 46+91.74 �-�. ''.� _--"'_"" ._._�_ ._.� _-. tlV ...._.. ...-___ ... _._..-.-_UE zryw .... .. .[__... -.., CU ".. �r Pr= 57SO.r26'k ��. 52+6275 Ara PaM sag aTi��1r"Y'v'-^-,�.as.ra'zr}w.Cxsx.r2ristErrE yx. wFlyh, uis_t1T1LEIu.a:ILC:�IIIiu'�IITIIT.LTItQ-117�T1- 4y R 2"s'ta5 / Co e 4tS 8d' / s x } S / �P �t _ F,�`'V S1M1 r/-'�;Ai _ r Vr ^'., <7z., r�` r av/ u S" ` h - is e as A r „C 1 "J f TE% "- ASS,75 4R9. 6, C4 7AO L�r 0. R = 1SSP.JS° P = 37J J3' C = 37ZJ6' C = 37d, 77' ' CB = 58058'04"w Q CCr,Rs2` OAEA R ffi 14`4TQB R - 109F 9' 7 - 2E576' L - 56576" C . 559' C = 5N757 CB - N757i'20'E PC F7 = 62+92Aag M ,67+9216 16 AM PR PA RiWCUR N". 6 = 26505' R 1026.J5" 7 = 244,B7' L 460 75' C = 476 36' CB - S76'50'20"W REV�SI4N DATE ROUTE COUNTY DATE70TR777 7459 ERAL PNUMBER TOWNSHIP OF SE 1 f4 Sf: 1 ✓q f zJ 'TA._7r__o:es 23 a� SEC770YJ 75-37--78 a h mts'=Qr JAMES H. & .JOYCE KLEMES&U1i + u 66 -- c REFEREN.`CE 4J K SOUnr L/ F SEC ]5, 3t 18 500° (25 7 N 43. BS S 63'44',36" E r E2869' 70 z__.._._-..9__..-..,____. q 5 075°24" w N 89'44'J6" W 40784' 0 � b ALICE TALMAGE �a w� 17 k �h r` N- a wm NE 714 NE 114 STAR SEC'TfGN 22-31--18 S,T co, TOWNSHIP SW 114 SW 114 SECTION 14-31-16 JAMES M & JOYCE KLEMESRUL) i6 6 p N 44 jr 87. tPia2 O � ABANDON EXCESS RICHE OF WAY REFEP4NCC LWE PRAIRIE c:l SW 7/4 S0V 7/4 SECTION 74-31-18 ` JAMES k_ & JOYCEKLEAM"C 'UR Ws' FEF ER U g SOUVN SPU1H C- '" SEC da ,Sfi-t8 S X; C[P. o _ N 8.§'OH Jf w 279.37' `s V @ ,t S 89108';J7" E Z7q s5° N N 8f'J7'56" W�� i 2 NS P.�cc P.CA c G/ N AUCE TALMAGE" Q C7) ^f 6Y 114 NW 1;'4 SECTION 23-,31--18 SE 114 SW 714 SECTION 14-37-78 HARLAN VELARS 78 S 8558'54" W 25904 a 5 89778'37' E EO 60 d042.° N 5 R. co, S 89'08'37" E 75740" ....m®........... ... v vt O 6 C} N 69;F4'26" W 665.02" LELE '. s R 2J. 8f N 6655'00` W 25733' 3 4 AUCE 7ALMACE M/CHAEL E, & MARY JOVES N-SF- co 77 19 Q . NW 114 NNW 7/4 NE 114 NW 1TA4 SECTON 23---37-78 SEC TION"23-37--18 STAR PRAfRIE' RE'190N DATE ROUTE COUNTY DATE STATE PRO EGT hUu9ER SHEET rc w✓vsHr� FEDERAL — NU MBER DER sF .569'Q8'37'W- PROJECT NUMBER 4000' TL.F f. T`R._S' ST_. SR4X g 32 4. .._ A`OST°2J'F�NOW'TJ'E .SE 7/`4 SW 114£aa s14 59' 3 28' . rL$$sa"Sa'F 4, SECTION. 74--:37-78' (140 SW 7✓`4 SE 714 . 4C?az'ry�rysra sF.64,Fs_ SECTION 74 .37--18 HARLAN VF,'HRS GARY W, AND ^S qt,,; ol." DtANA PETERSON 5 T DO q�gg �...i LOT d 25 R a 6 N a CSM - REG VOL, 9, PC 24Ft + REFERENCE LINE U'Pµ . STA. 88t Od z p 4�q a. TL.E. ,q rn'n S----- Cfyr Sf"f: P4-_:3t=7A d ._N$'.P CO _ m W 200Ii" N $9'08"37" W JOO QQ" 64151'ta �Q�..w�'._/'./l � 24 2 fJ $G'24'4Q� W fJ 89'45'£9" _ 4990 70004' 6 '.-ASP CO- 1064JF' m q^ IV 89'527J' E 2J5,65'------------- z o o S 89t78'J7" F `q o t064.35` cr W -"� q N _ r '. ' 623 727—Z 89YBJJ W J6466 Y 657947` v 33Pf.50" 85G45W N 89'06'J7W 0P00 + 4 NSP? CO. q o t ROY HEMENWAY 24 rn a m 4 M'CYfAfL E & MARY JONES ~ � ?i Hm c`n�m 79 .. NE 114 NW 1 �4 NW 114 NE 114 SECTION 23-31--18 °- SECTION 23-31-18 STAR PRAIRIE TOWAISHIP OF SW114SF114 '�t SE7/„4SE114 SECTION 14--31-78 SECTION 14-31-18 ` ,T r ` 4-JI-18 ALfCE f.,. EMERSgY REFERENCE LPIE �z t `,S7A. F EXCESS RICNT CARY W ANG OEFFEEY AND EUCENE h EUCENE 0. & saurH Lw_ SEC r £}fANA PE'TERSO�Y LAVRIE TARMAN fGSfE N PE R.40Cf FLS�E M PF TERSON SE' CORYER SW 1 '4 SE t 4 r Of WAY LOT J LOT 2 407 F / !'' TO Ei_' A'3RNDG`JED CSM - REC. VOL, 9, PG 2471 CSM - REC, VOL, 9, AS, 2411 LOT 4 f,.SM - RfG VLIL. 9, PG. '411 S`OAON P0490-£8 r +O<9Q. 48 VOL-9, P team 0G a � .; ... 5.j25 O. 2G� S 8952°td' W103045` 4S.-Ci'.>-..', S F9S2"iJ" W 209.57 v. 7 O g '%'0 N 89,52'9J' 209-54' d N 8952T3' £ 705 i09iA46" �n in W .. r - 'S\.- "' q `� -V..�� 1lYF ' 5 H952't3` 6Y 99C"GF° 3 N` Ba 4J"FJ" W �'[ f F'06'� W - 21Q 87" 100 dt ° �y � w o VI + J a ..: NCR CO. N ".. C0._J �`'x m RpY H&MEhJ"�4'xY s++; �?k+ .._(_4 ...a u, T U�I"+ Y I IxARCuN7°7 NE:'MF,IJ4vAY NW 114 NE 7 L'4 �'� SECTION 23--37-78 NE 7,f4 NE 114 St-CRON 23-37--78 STAi? PRAIRIE A k m STATE PROJECT NUMBER 637 -05 -71 CONSTRUCT TYPED' CONCRETE CURB AND GUTTER STA, [0107.5 TO STA� 14450 LT STA, 10-07.5 TO ST&, 17+70 RT, PLAN AND PROFILE DRIVEWAY ENTRANCE CURB 0 STAA3-20 TO STA, 13-50 LT� !+ STA,I1-00 TO STA.1"30 �T.. feF t3 rAUqV0 A. tc NORTHERN STATES 5'A CA --------POWER COM�Ny, t, ARKN, A ��A e omp IP- r ': I -_ , , -_ - -_ L_ - - - - , 1, 2D�oaal t2 00— ------- - ------ -- - ----------- --IS R - 4- 7 R7Vf 20' �k rr TYPE WT R x 70 AeAN 0 A" 71 Nett PE STA. C70 4 END C T SOMERSET TELEPHONE REMOVE i8'C P 41A COMPANY, INC STA. 171100. FOR DRTVCWAY PI�R9FP4E 17A CDNSTKUcr HE Ar. .w 40 ARK DESCRIPTION FNn Te �IESCRI ELEV. I a ut R. 2130 -- RUEFAMMES"" STATE PROJECT NWSER SHEET NO. O .�� A QJ �� dM PLANYAND PROFILE x, STA. v3«v3 GOPJ STRGT >0 SOMERSET TELEPHONE a I PINES ___RlW._... 'P= W ~ PI SPA. ;96+79. 74= CO MPANY,INC, 20` C . r._.__..��.. ._ n STA. 190+00 Pf. _ {JS+RR v J 00 { T+Od_38+00 �. _.39+00 40s00 .� 4 sPd_ _ 42,017-n^ 43* dos OR_. _ 45+00. __.. _ 00_.^ .._.._, e .. CAP FJ q I 2 3" ASM NSP E 2-? 'Sii AGG PE, —_ .l._. _ T.__ RFW E° E E �� E I �— RIGl m STA. °l5*S$ 2 . `' STA 4N 1£8r25' RT STA 43 •, 3 34`LT' Ac"ov6 aaa"-xY®cnP e_� — F BURfEQ SP REMOVE IS'CMP t-IS°x 30' P. ELO f F STA..ifi.BO- SICNS TRANSFO(dMER Y-IR"z }0'C.P REa°D 2 A.E. REfYO CONST TYPE $' °2 0.E. REa'DtM1 txFJ�GASLE Q I NORTHERN STATES I CoutirRUGT Pe. RT. " POWER COMPANY E RST At - S 9 *SO� .. C �rsz Pa C6 ,Mj m BENCHMARKS 6 'NO. STA. DESCRIPTION ELEV. 34 �25 SPIKE IN POWER POLE 34'LT' 9O2.2S STA. 34+00 TO STA. 47+00 = NET (� LENGTH = 1300 L.F. nx+s4 oivc « on on c sn � T aa: n CSY. Na. 2130 -..4h3.... ,^a �.;�: ;' "; STA. r8•xb C.V SYRVT F.LI 4T. SOMERSET TELEPHONE COMPANY. INC,. w-y • 5t LT NORTHERN STATES sra >g.zo y-�------__.__, —� nrviueo rnaeean env REMOVE YV'CMF y R!W I w EO BENCHMARKS N0, STA. DESCRIPTION ELEV. STA. 74400 TO STA. 87+00 = NET CL LENGTH 1300 L.F. !"_"fie ;SPIKE I._+POWER POLE 92&Oo &Y^}( (oOd sN FEf.'CE CaRNER V2'RT. Q32,07 _ 950 945 _ 945_ $ * - -_ 1 � t x g� ,�. - W sob . { -- - _ _ �30- --._.--L--a—.... i 920 -- _- -_ .- ._ =m.= _ �-'- `I- v'A _ .F.CC C"i -y '._- -_ `<* —, .-i. - _'- - __ a _ a. _ - 920 ♦ #- _ — — — N � n rS � ? � c � n8.. 4' n 0 er * P • 1 �I � � � �+ ._, r. 74e00 75a00 76e00 77*QO 78*DO 79-00 80>00 BI+W 82*00 B3+OO 84.00 85L E70 86.00 T '+UU taeNo 2130 w pdmSTRUCT PE LT. STA. P08 e21, 30"l.T REMDYE I6`CULVERT 9 I t-1BNa CPREQ'D. BERRY 9 2 A.E. REQ'D BUQ9"CS R pk SpMERSET 18'OR ACO TELEPHONE CC rs' FGpLE P.f. jCtglit COMPANY, INC. 1 4 LL 4' ELM 9' AT1M A' AStr' 4` 8A55#JGO R/W ------------ R/W NORTHERN STATES p POWER COMPANY Q p Q R F N 1 PLAN AND PROFILE R� R W _ —_ ytCB♦W-__ � Nf69s60^ � �IY i�. Itp«Op tsgp __tr a�+n0 _. _._ ..... _._. _ ¢ 10.1-1 LT 26, 34' LT FENCE RE REMOVEOVE I6' CULVERT REQ'D.. p: 2 AX. RQ 2 .. E.. E0'D F4 ¢ STA. IOT«ZB P $ Cp"TRPCT PE.. RT. STA. 100+00 TO STA, 113+00 NET LENGTH 1300 L..F, 101 *66 SPIKE IN POWER POLE 31' RT.._-- 977.33 -f- �i- —"i- 71 Hl- 75 Sra HA— - _ -- . _ .- - -- - _. _ .. _ ... •_4_•_ -� _ _ ___ _ - - _ — _ 965 ® 1w+w 1ul«w IVGew Iy3.0o 104e00 t05 aO0 106400 107*00 106, 109+00 f1Oa00 811a QO �42<p(} I13e0q [W Na. 2130 ---TW SOMERSET TELEPHONE COMPANY, INC. CtXd5TRUCT TYPO P tSoB+'CRE'm CURB G � RVR Cth'Tk'R STA, tZS'44 ID 124000 AT, 4 T. y t STk G4NSTRUGY�PE. LY. C 1 I REm tl231, 3D' B.P. 4p• REM 12E Oe06 40' 6-18`x30'CP REDID. 18' MEC'� 2 A-E. RE4'6_ '�_. R. ACG --- R W tar P—.. -. -fza+ 1I6aW •• =v__ __ —:. 6— =- m-.-. ._ __ .__. � ..... .. ~�.�� Rx'vK+vi xr'4^'P � x� �tkCF W NORTHERN STATES R!W POWER COMPANY + _ cc PLAN AND PROFILE NO sTa._,- pE$GHIrI M1hY �-­ 116+52 SPIKE YN POWER POLE zz`Rt', 985.84 STA, 113+00 TO STA. 124+00 = NET LENGTH = 1100 LF. 3 >s SP2KE aN P WER Pa E Go' r. 94ro. 34 1 1 A _ Y — '„p _ i L T'r µ _ o o- c - 2 �r -�. ___.... _ _�_._. .L �._mt.. -L, ' ._��' _ n?+niv� 618>00 tIBd00 20^QO 82 Y 122+00 Gr Nik .^,13D Oi46.-. R&TREMMEHum 1 I ICRTCt!0V .,F FLOW ARBORS 3 1.- 8 SPACES a 3 V," 5 /e NOTE: CRATE IS NOT REVERSBLL LEFT FLOW CRATE IS SHOWN NOTE: CURB BOX HEIGHT ADJUSTABLE 6' TO 9- 0OF FLOW ARROWS L7' L DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHP NOT SHOWN ON THIS DRAWING SMALL CONFORM TO THE PERTINENT REOUIREVENTS OF THE STANDARD SPECIFICATIONS Am THE APPLICABLE SPECIAL PROVISIONS. DETAL DRAWINGS FOR PROPOSED ALTERNATE DESIGNS FOR CATCH BASIN, MANHOLE AND INLET COVERS SHALL BE SUBMITTED 70 THE ENGINEER FOR APPROVAL PROVONG THAT SUCH ALTERNATE DESIGNS MAKE PROVISION FOR EQUWALENT CAPACITY AND STRENGTH. ROUNDFRAMES AND COVERS SHALL HAVE CONTINUOUSLY MACHINED GEARING SURFACES TO PREVENT ROCKING AND RATTLING. THE ACTUAL WEIGHT OF COVERS WAY VARY WITHO 5 PERCENT, PLUS OR MINUS. OF THE APPROXIMATE WEIGHT, 19 % " �3 sPACES 0 3 �/A 3 5 36 NOTE; CRATE 15 NOT REVERSIBLE LEFT FLOW GRATE IS SHOWN 0 RECT ON Or FLOW 2- 4- 'IACONAL BARS 1 �12- OPENINGS 33- - ?4- - CY, ICA 31' E TO 9' 36- I;OT;:CURB BOX ADJIJETAP�E 4' 43'" TYPE "H" TAPPROXMATE WEIGHT 145 LBSJ 2 2'R FRAME_ ... 195 LBS� 2"__i GRATE ...... ___ 135 LBS� 2 CURB BOX� .... __ 115 LBS� 6110 _T ....... ql,2\ P,4' 1°°/s- DIAGONAL BARS WITH 15/s-OPENPGS SPECIAL GRATE FOR TYPE "H" COVER (.MEASURES 35 '/2" X 17 -Y.- A 2"T (APPROXIMATE WEIGHT 170 LBS0 GRATE____._.... 170 LES. (NOTE AS TYPE H-S ON DRAINAGE TABLE) 30`D--------------jl TYPE "A" (APPROXIMATE'_ WFORT 405 LES.) FRAM,__ .... 235 LES, GRATE.,,.......,_.. 89 LOS. CURB 85 LES. SPECIAL GRATE FOR TYPE "A" COVER OvEASURES 19 V,"X ZF'X I'YA- GRATE ...............85 LES, (NOTE AS TYPE A-S ON DRAINAGE TABLE) STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION APPROVED Da E WWWWW-sWWW 00 C) Precast R61hf. CrAO t Flat I 29m][07811IIIIIII Construction Joint only 0, Diectairge Ca%t-i ix -place Fine —\ 6.-.— 6"Ml MONOLITHIC CONCRETE CONCRETE BLOCK SECTION A -A Sons truce Joint on] C.St-in-r S.I.nti As, of dqh.v, 0, i,C.I.x d.,i,o Will be based on the Pipe Sides and the lPl.t COS', being utilized. e Precast Reinforced Concrete Flet fish 1 A 5� ion DSsaPur9e 3pC, S, co,itrocttCn y an Pion Plaster Cent 2 jctof chly on PAr, 1—mo Min. S' Min, 7-1 rUl- Star Is- A- min. Melded Wic. F.trio MONOLITHIC CONCRETE REINFORCED PRECAST CONCRETE BLOCK CONCRETE REINFORCED CONCRETE INLETS TYPE I PLAN VIEW See Detail 'A' �-- Q --WJ-- T 6. Min Concrete Slook con.truction I Discharge Consent Joint Rely on, pipe 'r— PI.Ster cart-in-placeMortar cost A- Min Mortai 6' Min. Bed I Ided Aire Fabric . 6 - W2.9 . 92.9 REINFORCED PRECAST CONCRETE REINFORCED CONCRETE SECTION B-B B I It L If— C Lj --T 7—� PLAN VIEW (D Joint only So Cast -in -place 0�sc Age Pins A- Kin, V sea, G. T—F— u 110114:111MINNIZIM MONOLITHIC CONCRETE CONCRETE BLOCK SECTION C-C m 6. mo, Ccocrea. Block LWUFAIJOTIAE� Dit"lle of const.u,tj,, aterjals and "Q-kmsnshlp not Sho"n On this dr.*ihg shall confers to ths, Dertircht toqrtv, of the Standard Specitica teens and the applicable Specx at. P... sst"s. Detailed dranxhfts for proposed alternate designs hot uneer,mind drainage structures shall th, tutnjtt,d to the Engineer f., app c al crovidxng that. such ,ItOiltd designs make plaviton for p,h,.Aleht capacity and st,,%ith All Precast Inlet units shall confohn to the pertinent requirehstmis of AASHTO cetig,d fine 4 199 All drainage structures ars .ehd ch the plans as "Manholes I-V, "Catch PIAIOA I-G% "Inlet. 3-Rv, etc, Thi 1� -, digit the sonsonry Portion Of the 4tuCwte, ,,no the follcwi ng letter de,11,11,1to, the type of cover to be used to co,Od'i- the ,QlWte wit Precast Reinforced Bases shall he placed an a bed of ea to,ii.1 at least 6 inches in death, Which Teets the repjivehftnts for Granular Sacktill, This bedding shall be cono..tWd and provide uhOam support for the entire area Of the base. Precast Reinforced Concrete Flat Slob Tops day be used on the structures, The Top% shall be installed do A Red of aortas. All Bar Steel heinforcepent shall on madded 2 shondes clear unless otherwise sheen or noted Precast R,,j,foT,,,d C,,,,,te Ric.,,, Shall of, placed With torsque peen, 01 US. 21-6" ,,Whj,+g for Type 2 Inlets and 3'-O" onening for Tom 3 Inlets, m PLAN VIEW -I 5-t— (D 5. c A Plaster CO"t Di.c"no Construction PipeJoint only on Cast -in -place flatter A' Min, mt, 5' T- -T- W.1ded Mire Fabric PRECAST REINFORCED REINFORCED CONCRETE CONCRETE SECTION D®D 2" R i,'VFT, BATTER[ CURB FACE SLG�PE� W, A"IFT,SLOPE - 6- WHIR J TYPES A & D 22' aR LORD F- MIN. (D TYPES G & J 3"R 3'R !/,"/FT� SLOPE 6- M]!`4 @ ) TYPES K G& L 2•3"R t * NEW A I, CONCRETE A *NEW CURB & CUTTM SURFACE DRAINS. EXISTING CONCRETE PAVEMENT CONCRETE OR OTHER NEW CONCRETE. PLAN VIEW NO. 6 X 12'� DEF. BARS SPACED 3'-0" C-C, INSTALLED ON GU SKEW HORIZONTALLY. DIRECTION OF SKEW ALTERNATING AFTER EVERY ONE OR TWO BARS. CONCRETE THE HOLE FOR THE BAR SHALL BE DRILLED TO A DEPTH OF 7° AND TO SUCH A DIAMETER AS TO PROVIDE A TIGHT -U/ DRIVEN FIT THOKNESS OF NEW CONCRETE EXISTING CONCRETE SECTION A —A PAVEMENT TIES A �T SLOPE , T. SLOPE I YA V%02 cl) TYPES A & D CONCRETE CURB & GUTTER 36' NU. 4 Y D-O" TIC BARS SPACED AT 3'-&,c-c '1z THICKNESS CF GUTTER, I ADJACENT PAVEMENT CONCRETE CURB & GUTTER TYPICAL TIE BAR LOCATION ENTRANCE CURB SLOPE VARIABLE - -AANL02 --I DRIVEWAY ENTRANCE CURB (WHEN DIRECTED BY THE ENGINEEIU 61 on R t/Z"/F7. BATTER. FACE OF CURB , "(ABOVE ADJACENT PAVEMENT) NQ, 4 X 2'-0'DEF, TIE BARS SPACED 3'-O"C-C � E -2"R 6 10, j- 1 Np 6Vl Zig[A� DETALS CF CCNSTPUrT! AIIALS AND hCIKIAANS-�' NOT SP36N DO THE 59ANJS SHALL CCN'CRM 70 T),- FERNNTNT REOLREVENTS OF THE CONTRACT, CEAJANT IS NOT UFGUREU N TI-' JCIITS CF UCNCP-,TF CURB OF CONCRETE LURE & GUTTER E EXCEPT AD RO`FED OR N,FGRAL GUTTER. PAVEMENT TIES ARE REOURED, WHEN NCLUrtD N THE CONTRACT, W "RE CONCRETE CURB, CONCRETE CURB AND CUTTER OR CCPETE PAVEMENT 15 PLACED ADJACENT TO NSTING CONCRETE. PAVEMENT T;ES AND TIE BARS SHALL BE EPDXY COATED IN CONFORMANCE WITH SUBSECTION 505.?.4 OF THE STANDARD SPFC:,ICAT:3'6. INTEGRAL LORD & GUT,R SHALL CCOFFORM TO THE DETAILS SHOWN FOR CONCRETE CuqB A COTTER -ICLUDNC THE TRANSVERSE' CUTTER SLCPE, TIE SAPS AND A LONGJIUMNAIL CCNSTPU,T:C"I JOINT ORE NOT R;CI;RED WITH THIS ALTERNATE. PAVEMENT jD?UTS SHALL B.- EXTENDVD THROUGH rrTEGRAL CAPE & GUTTER, JOIN"Is IN INTEGRAL GUTTER SHALL HAV, THE SAVE [CMENSONS AS THE JUCNTS �q THE ADJACENT PAVEY',NTJUNTS :TN INTEGRAL CUPS SHALL BE /,'WOE. JCPI',S N IT ORAL CURB & GUTTER HALL. BE SEALED 70 THE FACE OF CURt PWITH T�SAME SEALANT S--"CFD FOR THE PAVEVINY JONT. THE COST OF FLPNOHNC AND INSTALLING' THIS SEALANT SHALL BE INCIDENTAL TOTE ITEM CONCRETE CURB & CUTTER. UF CUOE SHOWN OU TH, TYPICAL CROSS STCTONS, 7k, BASE CCURSF AND UTL,',SSD FYCTVl"HG,.KITS APE TWO FEET BEJN1 THE BACK OF CURBS. Co TIE BXPS REGIED FOR CURB AND GUTTER TYPES A,G ADD K. C 'H-- P0TTCV OF CTIRR AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL Or PARALLEL TO THE 1A OP, - O� ,F...SUTIGRA',--1 07 HACT COURSE PROVIDED A 0 'DjuUM GUTTER THICKNESS IS MAINTAINED. (l),IFN REVERSE JIC`E IS PEOURD, THE LOCATIONS WILL. BE SHOWN ELSEWHEFE IN THE. PIA"L ol TYPES A & D CONCRETE CURB & GUTTER 18" 0 4-" 111NI& 7 I .-- 11 R RA, SPACED 3'-O`C-c Q TYPES G & J LONCITUSNAL JOINT 1S NOT PEOURED shklE PAX T I/ A', aRB A 'P IVEPF --T`- NT SLOPE -1 —F- ---4 -- 'P-LVE—VVNI C, Q N, VICYNE ss PARTIAL SECTION OF PAVEMENT WITH INTEGRAL CURB & GUTTER REVERSE SLOPE GUTTER 03' (TYPICAL FOR ALL CURB A CUTTER TYPES) S.D.D. 8 D 1-11 1 12" €30,5 chn Min for lapse .Soils x" t2:.3 c,a1 X" shore moth .n2 ana :...,t' era rernq r,re3. ANCHOR SLOT AT BEG[WNG AND END OF EROSION MAT (SEED AND SOD) r R oetxsnls of construction. atef l.l' and tnvkaazishkp nos Son, on this d1aain7 shall roofer, to to. cort:nent re4u17aeohts of the standard SheCiflcatime xna the oilllcable Speolal P>rouxaronf. variations to the dixnsrans a.-:.rtarial& sl'h.— he ... shall be permitted If they provide awzvalent p[ntaCtiG9 and ",latazial strength and if nrrOr sppmval of the Engineer is obtaxnad. Lan .birrt. shall net tie placed in the botta of V-shaped ditches. Junction Slots be adjacent strips of mttrw eh.11 M staggered a mxr,, -* of 4 feet f1.219 mf west. Ed7ee of the Erosion Mat shall be sml.lsed in the soil. Ednsian Mat sha11 be measured and based for in aceprd� arr..1th the Standard Spacific.tion., EROSION KAi OVER SOU .. Only Jut. Fobric .ill be tararitted o+.r sod. b. Mood Stakes for Sod my ba anted by the Engineer If the asf.ung slope and soil condition. so aarrsnt. c. The rttcth of Erosion sat shall al..y. equal Ina Sod rtldth. d. Sod strips way as placed aitMr I.R9 tudinslly or transversely to the floss iron of the Srtoh. EROSION KAT OVER SEEDING ,emotion 3r Anho r Slot. +hall W at ado,. int.rv.l. of 100 fast (30.48 .} m grade. uo to rb inelralirq 3 torrent. and 50 fast (15. 24 of m 91.dsa s.cosdio, S paxtant. IsaY�:laic�iil __ I 4 __r� =O.rjNSLOPE M1. LINE *20' FOR NORMAL 10` DITCH TYPICAL SECTION '° *GEOTEXTILE FABRIC TYPICALPLAN VIEW APPLICATIONS ROADWAY T ' �INSLOPE POST-- LOW -FLOtl TYPICAL SECTION INSLOPE BACKSLOPE ---} VAPIABLE �9 0 MAXSRACING j f 3 / DETAIL OF DITCH CHECK / 3" MAX, 3` MAX,"" \ NYLON CORD-- 1 RING SEAM— 5 CEOTEXTILE WIREQ SUPPORT FABRIC —`""- SUPPORT NETTING FENCE FLOW FLOW 4r+.y GEO"ITTILE FABPoC m `\y __..._—_....._.. REINFORCED ITH :':;:^<._ SUPPORT NETTING ,9%0. 'X4k BACKFfLL & COMPACT TRENCH WITH --- EXCAVATED SOIL i t GEOTEXTILE FABRIC WITH ALTERNATE --l/ SUPPORT COMPONENTS IV OIL ALTERNATE "A" m. ._._...... _..—ROADWAY --ROADWAY I ' SHOUT -DER _ j L, _ ._ _............. _ ... ._ SHOULDER _ ._ _—� I _.._ .. _ _ �.. [ �[�' �. .T x <f �,--DITCH QxE INSLC PE I INiSLOPE 1 �I ✓ .SLO i 7 -µ _ i I Ooc' L I �� � SHOULDER i SHCUL0.R ROADWAY ._.... I ... ..__.._.. _ _._.__ -.:-. ._ __. _...__ _. .... ROAO'KAY WOOD POSTS LENGTH A-O" MIN. Z'-O" MIN- DEPTH IN GROUND 6 WOOD OR STEEL POSTS, LENGTH 4`-0" MIN, 2'-O` MIN -DEPTH IN GROUND GE-'OTEXT FABRIC f BA TR Ex W SITUATION I SITUATION 2 NOTE: ADDITIONAL POST DEPTH OR TIE BACKS MAY BE REQUIRED IN UNSTABLE SOILS SILT FENCE PLAN VIEW a GEOTEXTtLE FABRIC FLOW DIRECTION EXCESS FABRIC GENERAL NOTES DIi"TAi,. OF CONSTRUCTION NOT SHOWN ON THIS DRAW,,. SHALL CON,CRM TO Th:- PERTINENT RECL'IPEMENTS OF THE STANDARD SPECIFICATIONS AND AIIPLL;ABLE SPECIAL PROVO ONS„ WHEN POSSIBLE THE SILT PENCE SHOULD BE CONSTRLCTED IN AN ARC OR HORSESHOE SHAPE„ WITH THE ENDS POINTING LRSLCPE TO MAXIMIZE BOTH STRENGTH Q _ ECTIV A FF' h SS E of CROSS BRACE WITH 2"X 4 WOOOrIS FRAME OR EQUIVALENT AT TOP 0 POSTS AS DIRECTED BY THE ENG'N_ER. M M IM 14 GAGE 'APE RFOU.REP FOLD FABRIC 3" OVER THE WIRE AND STAPLE OR PLACE W'.REE TOGS ON 12" F-C. (^) tXC V.TE A TR H A M VUM OF 4 WIDE & 6" DEEP TO BURY fD ANC"LP THE GEOTEXTILE FABRIC, FOLD MATERIAL TO FIT TRENCH AND BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL„ V W'RE SUPPORT FENCE SHALL BE 14 GAGE MINMUM WOVEN WIRE WITH A MAXIMUM MESH SPACING OF &'. SECURE TOP OF GEOTEXTILE FABRIC TO TOP OF FENCE WITH STAPLES OR WIRE RINGS AT 12"C-C. S GEOTEXTILE FABRIC SHALL BE REINFORCED WITH AN INDUSTRIAL POLYPROPYLENE. NETTING WITH A MAXIMUM MESH SPAC C OF }'q" OR EQUAL. A HEAVY DUTY NYLON TOP SUPPORT CORD OR EQUIVALENT IS REOL"RFD. (c/ ST L POSTS SHALL BE STL^.DED "TEE' OR G' TYPE. WITH A MINIMUM,LI HT OF LZB LSS/LI _AL. FOOT (WITHOUTANCHORL FIN ANCHORS SUFFICIENT TO RESIST POST MOVEMENT ARE REQUIRED. WOOD POSTS SHALL BE A SIN'MUM SIZE OF 4" PIA. OR 1'/a"X }"(x°'EXCEPT WOOD POSTS FOR GEOTEXTILE FABRIC REINFORCED WITH NETTING SHALL BE A MINIMUM SIZE CF D/p" X S%,- OAK DR HKKORY„ A€. i'ERNATES A & B ARE EQUAL AND EITHER MAY BE USED. TIEEACX BETWEEN POST' ADD ANCHOR SILT FLOW DIRECTION ---- ANCHOR STAKE MIN. IS" LONG SILT FENCE TIE BACK (WHEN REQUIRED BY THE ENGINEER} 1 METAL APRON ENDWALLSY PIPE M:. , TItCH. DIMENSIONS UnChe)5t APRESS, L Li L2 W N D1A. (inches) Ar(MA SLOPE BOOT VFC. STEEL ALUM. WO arS t1I/z I (D (D (s2..) 12 0 Cc4 5 6 2I_,,12 .17''/L 24 2(zto 1 IP .15 Ol .OEJ 7 6 26 Y4 2t#`4 30 2/zto .. iPc. 6 3t tS 2a/. 3h 2/{to i IPc. _ 2t E4 xFO 9 P 36 Ili 29A/4 42 21,o 14P...74 TS U R7 6 4{ Ia TTeI" 4a 2"/2t4 IPC. 1 r85➢ 18 82r/� 60 o1Y4 2'/T?oi t Pc, b0 24 S93`a T2 2'lzto l 2 Pr. 22 11 69 24 F5A� 84 2/2to L 9 PC. 49 103 05 7 12 78 24 81 90 2'(.+o_t 54 .il16 30 12 84 r 30 8S'/ 102 2r/44n ] __ 3 Pc 6C,xIS 87 - 114 2 to 13 PC_F 3E 8T '- 120 2 toE 3 Pr.. T7_xi9_x e 32 1 t/ t84 3 PG. 1P 4$ I — T 8 — �... — 13a IUEIo I o 1 3 Pc.90 "* IP BT t2 8't '_"_. at44 If(xto t 3 Pc.'^" 9 ]4 12 aT SEC 1'( to 14 Po. x EXCEPT CENTER PANEL SEE GENERAL. NOTES ....._DIA.-1 REINFORCED EDGE (SEE SECTION A -AP REINFORCED CONCRETE APRON ENDWALLS PIPE. DIMENSIONS Uneh©S? APPP,OX„ DIA. T A a C D E G SLOP' ow i2 2 4 4 —fg 72, 7 2 _._—_ 3 to Y IS d!`+ 6 27 46 _ 13 30 21/ T "o t- 19 2/2 8 T 46 73 _36 2(z 3 to I 2L ra ° 36 3iT»,%z '3TZ 42 2Y4 3'to I_ '4 3 9 X._ 3/Y2 30 73/z 48 3 3 to t 27 3iU iO/ 49(, 24,_R T3/2 54 3fq 3,_10i }p 3/X SE _ s 3'3{e 73�X OS 3/X 3 to t 36 .. St 34y 97B, 72 4 .5 to 1 ..52 4t2 21 _ E3 35 9' 73 4fx 3, TV- t.. 38 5 4 72 26 9d ea = 3 tc l 54 5(z _ Z' 65 33°(. 16 93'Eq- iC6 90 5'/z 27E to Y 6 0 6 x rX 30 76_ 60 39" 59 5 2 to t _t 6 r2 6%z s x* + 4r* 4i"A* 99 tP2 4%z 2 +o 24 3(7,. I'rvi6 2I-, _ZT 72 P ` 4-3r _ 79 ➢ .._.._ 99 .. 1 8 _ 6 2 to I _...� _...._.. TB 7' /z H 3 a 36' 76 21 99 tt4 6f/2 2 to 1 84 8 36 °Of; 21 It]/X 120 Elf, If{¢0 I 90 L,,L 41 87I/z 24 ill''/2 132 6l2 1}1t0 1 PLAN VIEW END CORNER PLATES MAY BE FASTENED TO APRON PROPER BY BOLTS. PoYETS. OR RESISTANCE SPOT (((-- WELDS WHICH WILL HOLD THE. SURFACES TIGHTLY DIA. TOGETHER t.G 4 14S.t l y PLATE-- _� i P F/6 DIA. HOLES FOP�t'� 8 w } TDE PLATE !SAME THICKNESS PO TS OR RNE75 {k _AND VITAL AS APPONI SH I-L 12 G C MAX. SPAC G t"". . W 27 _.._____.... BE FURNISHED WHEN CALLED END VIEW FOR ON THE, PLANS SHOULDER SIDE ELEVATION IMF 1 AL ENDWALLS i OPTIONAL_ DECGN *MN..MUM **MAXIMUM Im C CxP r I G t q 4 Viz" R END VIEW CULVERT--......'q\. MEASURED LENGTH OF CULVERT (TO - NEAREST FOOT} i GROOVED END CIA CUTLET END SECT9N TONGUE END ON INLET END SECTION SLOPE t IC END SEC'v ION BAR OR STEEL FABR RETIFpFICEMENT % LONGITUDINAL SECTION 12 GA (( V n u TLFO"�. LOD t, r �7 ry^^ V �f ALTERNATE FOR TYPE ICONNF_CTION END SECTION CONNECTOR STRAP THREADED E/s CIA, ROD AROUND CULVERT & THROUGH TAtK YP,' COI:!FCTCR LUa -' OR ALTERNATE COJ•ECTV3 STRAP (SEE OTTAILI MEASURED LENGTH OF CU'I VERT ____ CCNN;CTCR LUG TYPE 1 FOR 12'' THRU 2.4 " CVRR. I (PP THREADED F" DIA POD OVER TOP OF ArRvN. SLOE- ROD HOLDER LUGS TO BE. RVISTED TO APRptY MEASURED LENGTH OF CULVERT ____ -- TYPE 2 FOR 30" THRU 96" COPR. PIPE LENGTH _COUPLING BAND MEASURED L -. __ REOU:RED DE CULVERT CL E"TOR "ut SECTION _ CONNECTOR SECTICN !___RIYETE'.D OR TO BE PAID FOR AS I BOLTED PART OF END SECTION _.._.. ^„_.....__.. _.. TYPE 3 FOR 42" THIRD 96" CORR. PIPE DI)P L ED DR CORRUGA TED. 0 d._ i 2 » X fi" COUPLING HAND BARD BOLTS RIVETED OR BOLTED AT MEASURED D'MPLES tG" C-C FOR -..— -"'"� CORRUGATED BANOP i -_'LENGTH OF CULVERT' TYPE 5 ALTERNATE FOR[ ALL SIZES CORRUGATED CIRCULAR PIPE NOTE1 O VFLED BAND FITS OVER OUTSIDE OF ENDWALL. AND CORRUGATED BAND FUS INSIDE ENDWALL, O'MPLED BAND MAY BE USED WITH HELICALEY CORRUGATED PIPE, FOR CIRCUM:EPENT ALL ° CORRUGATED PIPE USE ENDWALL CONNECTION DETAILS 9.2.3 OR 5 AS APPLICABLE. FOR HELICALLY CORRUGATED PPE USE ENDWALL CD INECTION DETAILS L 2 OR 5. FOR HELICALLY CCPPUGATED PIPES WITH TWO 0RCUXNER_NTl4L CO'PRUGAr CNS AT EACH END USE ENOWALL CONNECTION DETAILS L 2 OR 3, CONNECTION DETAILS CIVIL. S v _I, I_ SPAC;D h F T I"OOXOO TE KGa[. .. STEEL OR p 07, A'_UV TUB G tt EO OVER" r. PT NO PPIETS TO 4BRI-. C;ATON C; TH:: END SECTION ?p`prA,K ff, GAr V, 'r"EEI. OR 0 'ES5 y..,.j SP L G AT F C C CeF.R- "F kIV v 0.T 8" LENo i.0 (. _. R ......_... ).�» R. _._ T F I 0 C 50E 0 N APR ~�— SIGEWALL SHEET EOCE OF S'.DEWALL SHEET Y,' DIA. GALY. STEEL. ROD - ROLLED SNUGLY AGA64ST - ORMUM r i ..OR NO. A GALY, REINFORCING BAR ,,STEEL ROD �r L t L_. tOA., UPPROS.P � '..f 1 DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSH? NOT SHOWN ON THIS DRAWING $HAL.L CONFORM TO THE PERTINENT REOUIREMENTS OF TI8 STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS. CONCRETE CULVERT ENOWALLS MAY NOT BE USED WITH GALVANIZED STEEL OR ALUMINUM CULVERT PIPE OR VISE VERSA. GALVANIZED STEEL OR Ar UIF InA ENDWALLS SHALL. NORMALLY BE INSTALLED PN CULVERT PIPE OF THE SAME APTAL, ALL THREE PIECE STEEL. APRON ENDWALLS FOR 60" DIAMETER PPE AND LARGER SHALL HAVE 0.109' SIDES AND 0.138" CENTER PANELS. ALL THREE PIECE ALUMINUM APRON ENDWALLS FOR 60"DIAMETER PIPE AND LARGER SHALL HAVE OUOIS' SIDES AND 0.134" CENTER PANELS. THE WIDTH OF CENTER PANELS SHALL BE GREATER THAN 20 PERCENT OF THE PIPE PERwG TF.R. LAP SEAMS SHALL BE TIGHTLY JOINED BY GALVANIZED RIVETS OR BOLTS FOR STEEL ITS AND ALUM INUM RIVETS AND BOLT S FOR ALUMINUM UN ITS, FOR THE 60 ' THROUGH 96" DIAMETER APRON ENDWALL SIZES, THE REWORDED ECG S AND CENTER PANEL SEAMS SHALL BE: FURTHER REINTDRCED WITH GALVANIZED STEEL OR ALUMINUM STIFFENER ANGLES. THE ANGLES SHALL BE .ATTACHED BY GALVANIZED NUTS AND BOLTS FOR STEEL UNITS AND ALUMINUM NUTS AND BOLTS FOR ALUMINUM UNITS. WHERE TING OR MORE PIPES WITH APRON ENOWALLS ARE LAID ADJACENT TO EACH OTHER, THEY SHALL BE SEPARATED BY A DISTANCE SLIFRVENT 70 PROVIDE A MINIMUM CLEARANCE OF E INCHES BETWEEN APRON ENDWALLS, (Q FOR PIPE SIZES UP TO 60" DIAMETER. A ISO- ROLLED EDGE MAY BE USED INSTEAD OF STEEL ROD REINFORCEMENT, SEE SECTION A -A. .:sir •'--" f�s R➢ IT C 1 IO:ITAPER -------' THIS CONTROL LINE IS ESTABLISHED BY A 10:1 TAPER EXTENDING FROM THE FARTHEST RADIUS CURB END TYPE "B" CONCRETE CURB & GUTTER 36". TAPER CURB HEIGHT 0" TO 6"IN 10 0"LENGTH AT ENDS OF CURB & GUTTER SECTIONS. WHEN SPECKED ELSEWHERE 1'4 THE CONTRACT, PROVIDE CURB OPENING AND FLUME, 0 IQ° TYPICAL RADO DIMENSIONS FOR TYPES "B", "C" AND "D" INTERSECTIONS 9 R` Rz 65-70 35 - TO 75. 80 _- 40 TO d5-9Q 40 _.....-60, oa 50 55 ba 45 J t w I " THIS CONTROL LINE K ESTABLISHED BY THE TANGENT PCNT OF THE CURVE WITH THE LARGEST RADIUUS. TYPE ""C �" �: L 11i"11fu'ulmli YM DESIGNS MAY BE USED INTERCHANGEABLY IN C093INATION OR SEPARATELY FOR ANY ONE: COMPLETE INTERSECTION DEPENDING UPON INTERSECTUN ANGLE AND SURFACING OF EACH APPROACH ROADWAY, L SIDE ROAD SURFACING NOTE THROUGH HIGHWAY ... 1 ry__� __ i / I� .-� -._ ___ 1 " __...i WHEN THE SIDE ROAD IS NOT PRESENTLY PAVED, PAVEMENT SHALL BE PLACED TO ,, LIMITS SHOW,! UNLESS OTHERWISE PROVIDED IN THE CaNTflACT, WHERE THE CONS`IRIJ PION L'a.TS ARE BEYOND THE PAYING LIM(TS,,CPUSHEO AGGREGATE SURFACING ..-.__.__._. -' '- _. _,-.___. 15K ____ _.__...._-.� T 2 �� -! � — - ,-,_-__ -_-_ IOW „_ SHALL BE PLACED BETWEEN THE PAYING LIMITS AND CONSTRUCTION LMTS. WHEN THE SIDE ROAD tS PRESENTLY PAVED, NEW PAVEMENTSHALL. BE PLACED TO THE. Of DESIGN AS SHOWN AND BEYOND, K NECESSARY,TO MEET EXISTING 1$. PAVEMENT. >z' ( " .._R ID IN= SHOULDER WIDTH OR 5°MIN. WHEN THE SIDE ftaap IS THE CONSTRUCTION PRO,CT, THE INTERSECTION SURFACING SHALL BE THE SAME AS FOR THE PROJECT. EXISTING SURFACE NOTE: CoI TAPER-----°"' TYPE D" INTERSECTION IS t I ( A TYPE "C" INTERSECTION P ., (...., WITH CURB & GUTTER THIS CONTROL LINE IS w'n ESTABLISHED BY A 10:1 TAPER EXTENDING FROM FARTHEST RADIUS CURB THE END AT -GRADE SIDE ROAD TYPE "'D" INTERSECTION, TYPES 'B ,"C" AND "D" S.D.D. 9 A 1-€ o I OCT Cl I LAST INTERSECTION TREE TO CLOSURE > (C CLOSED LOSE X� CLOSED Rib-2 PAID c I. 06S, ED, 0 FT DO FT/ WE -3 i p ROAD 0:D CL9SED@ CLOSED L OS SED > 0 �0 F ILE 30 ED O C:LOS\E"D MW LAST INTERSECTICH POOR 10 1:LOSLRF DETAIL I (NO ACCESS TO PROJECT) G20-2 = ROA�D BIT-, _7 C LOS LOSED CONSTUTION GO. 0 - 2 (PUBLIC CROSS -TRAFFIC MAINTAtNED, No ACCESS TO PROJEM, 3 RIFA TOLD 4 0 (?-,) ­_ "la1",, _T OR CJM-1I = CLOSED -1I RIF 3 f LAST PUBLIC ROAD INTERSECTON TO CLOSURE SEE DETAIL <IJ ITII I'RWAY CNSTRUCTICN TO CF 500, BY IHF Nlll.prR ADAD /poll B"T CLOSED > E-WAY TYPE "A' SOL MARNNG LIGHT ITT T REQUIRED (TYPICAL) IY79_3 < OXT KTFLE TON ') I w2o_t ECC 4 S T§ G70-2 I L. kco G20-2 W20-1 DETAIL 3 (PUBLIC CROSS -TRAFFIC MAINTAINED. CONTRACTOR, LOCAL BUSINESS AND RESIDENT ACCESSf. TTWUAYAY TYPE 'Y' WARNING LIGHTS RECUR'D 12 EDGE OF SHfUL_Y"LR r4471�•Aw COTLS OF TR4AFT, C,lOTPCL r , TV'CES AND TH[lY LCCONOT SHOWN GO IH:S DRAWNG S,liu ccNrcP,Y 70 THE ppdl FF TI,4E AVC04S�.IL M4NIJAL C7, TRAFFIC CT1"F11"ll THR p [, A, �F, P, ' "t A 1 A NO TO HE R R C T. , S SICN AND B4PMC*,_ LQCAS "Ay H, ADU,`D N TPE FIELD AS C�PECTICD BY THE EN�:UEERCYCONG TUAk S THF WfTH TH:L *URK SHALL RE COVERED AS DPFCTED BY THE ENGNEM ALL 'SToSr f,,_ UTHER REGULATORY, SIGNS ON THE SOD ROAST SHALL. NOT BE LATE _PT NP--N NECESSARY TO COMPLETE THE WDRX. THE SIGNS MUST THEN BE 11',C 1_' I RFFLTASLGHWD. ALL TYPE IBARRICADES ALS RtFLECTORCUD ON BOTH FACES, STRIPES SMALL. RE PROPERLY SLOPED DOW% 4ARO THE TRAFFIC COS OR AS SHOWN III THE READ CLOSURE BARRICADE DETAIL FOR FULL ROAD CLOSURES. TYPE 'A" LOW INTENSITY Yt.`L'UILS WARNING LYC,HTS SHALL BE VISIBLE ON BOTH SIDES OF THE BARRICADE, TH E P0A0 CLOSED SIGN (III-21, ROAD CLOSER— v:LES AHEAD SIGN MD-3IAND THE ROAD F CLOSED TO THRO TRAFFIC SIGN (RU 4ISHALL BE ATTACHED ONLY TO THE TOP RAIL OF THE TYPE I BARRICADE. 71�; SIGNS SHALL NOT COVER VT`DLE FAIL, TYPE 'H" REFLECTIVE SHEETING SHALL BE USED CN ALL BARRICADES, TYPE 4 ftAND III, AND ON ALL ELI C, RDI-3 AND P12-4 SIGNS. ALL SIGNS SHALL BE 48X 48'UNLESS OTHERWISE- NOTED BELOW: RG_2, OD CLOSED SIGNS SHALL BE 48' X 30% RD-3, A14D 7:1-4 SIGNS SHALL BE 60' X 30% G20-2 SIGNS SHALL BE AEC' A 24% 10 TWO WARNING LIGHTS SHALL BE PROVIDED ON THE CENTER BARRICADE AND AT LEAST ONE WARN'NG LIGHT SHALL RE PROVIDED ON EACH OF THE OTHER BARRICADES WITHIN THE ROADWAY LvI',S. --: aCNG 01 THE 6AINN, LIGI4T5 SHALL BE UNIFORM TO THE EDGE OF ROADWAY AS SHOWN � 20 THESE SIGNS AND. ARE NOT REOURED IF ROAD CLOSURE BEGNS AT INTERSECTION, US FOR ROAD CLOSURE WITH LOCAL ACCESS TO PROJECT. SEE LANE CLOSURE BARRICADE DETML� 04 FOR ROAD CLOSURE WITHOUT LOCAL. ACCESS To PROJECT, SEE ROAD CLOSURE SARIECADE DETAIL. ONE-WAY LIGHTS SHALL BE PROVIDED ON ALL ADVANCE WARNING SIGNS, THE UNIT SHALL BE POSITMNED SUCH THAT THE LIGHT SOURCE IS OUTSIDE THE SIGN FACE AND AT THE TOP OF THE SIGN. ROAD LEGEND CLOSED POST MOUNTED WARNrNG SIGN TYPE MBARRICADES WITH TYPE -14, REFLECTIVE, SHEETING TYPE "A" LOW INTENSITY FLASHING WARNING LIGHT (FOR NIGHT USED WORK AREA EDGE or SHOULDER APPROACH VIEW �OAD CLOSURE BARRICADE DETAIL wl TWO-WAY TYPE 'A' WARNING LIGHTS PEOUIRIED OFFSET BARRICADES 50' AS SHOWN IN DETAIL 3 TO APPROACH VIEW MAINLINE CLOSURE LANE CLOSURE BARRICADE DETAIL w .t�� r �. k Y. m .... . e �. e ... 911 - EXGA�XnOr+ u '...335-. -.. 543. fTB I. S2 T6 i ' .B71``.- , µ. f. 154_ i S� 74B IOB ii I U` ff t' !— i f I R �_. 2694t (4t44 G'a�op r+o. x+]'Y4+zi 4.: 1..: '. 4 t.. ca�ew Ka. xmcrz< ., �_.w.._.._.....___.________.._..._....__�.._........u___.___..._�...___�........�..__.__....._...�.w � ._..._� ,.Fa � s m.tL ..:r ..._. ;,., .. . . ..... .. .r.._. __ ..:: ._..'. uu"No. 21 Lc,a, =2 -141 100 .943 �- LU 0� 1 � ( I i S qq F. i UJ(�� .� ( �! � � t r 1 r i i �� � � � � I f. I '48 as�•3R xis�3d � �I 0 i r r f i -� � r ! ....0 �iti i r ( k Q J T p6s+ I to 0 ua m i 0 A � I I O 1cr I i r yr N E P STAY PWECT BER ' -snesr VARDAQ5 . EXCA�Knor4 I , I } =� f I t ' loaf !f 160 lLd 1.a9 ` 100. 202 78 on 17az ._ 4 i l w t 11j i p : Z , 57 i i _72 t 150f,. 92 65 106 ..167:. i i Ca'tiq• No. 21 y}Gt Yt �o.° a c?o 3 o —� oo rn: 'm 'm �`` I 1, hn m ` m _m m 455 t53_ 0 24. 1 i AC zor � as [or II as i ` , SHEEiTOTAL 11267t �Q79_ I i <;< MORIMMOMMUM