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HomeMy WebLinkAbout2003 70.04I1 .pdf-X OF SHEETS ^'T let No. I Title r e- 4t Na. Z- Cj Typical sections and Details et No, Estimate Of Ouontilies :et No. 10 - t 2. miscellaneous Quantities net No. Right of Way Plot "et No. 13 - 1"T Plan and Profile eel No. ;ZO -Yl'7 Standard Detail Dro-ings eel No. Sign Ploles ,.eel No, Structure Plans ,set No. 10—,31 Computer EorthWork Data ,set No. 32�-51 Cross Sections ITAL SHEETS COUNTY HIGHWAY DEPARTMENT PL410 OF PTOPOSED 1UPAW-VE-VAUT r 561IMNIMIJ, I SOUTH LINE SECTION 21 - 210TH AVENUE ST. CROIX COUNTY COUNTY PROJECT NUMBER 70.04Il- BEGIN PROJECT ESIGN DESIGNATION STA I00+50.00 N-4749.42 Oy D.T. (2022i = 1500 E-4992.59 150 -< CSIGN SPEED = 30/50 MPH • I ALS C(NVENTIONAL SYMBOLS CONTY LINE COMBUSTIBLE FEUDS (,Ot'OR.TE LIVID UNDERCROtAiD UTILITIES PPNcp7y ENE -.Z44c GAS L(T K:K - -- - - - - - ELECTRIC LUTEO EASEMENT L - - - - - - TELEPHONE OR TELEGRAPH EXISTN' Pa4T OF WAY COMMUNICATIONS LINE PP.IPOSCO OR NEW R/W LINE SER%XE PEDESTAL `-TrVEY ENE POWER POLE SLOPE INTERCEPT ------ TELEPHONE POLE ORIGINAL GROUND PAOPOAD :'AITSR OR POCK PROiLE SANITARY SEWER "0 an noted as su,,ro ^STORM SEWER WATER MARSH AREA EXISTING CULVERT PROPOSED CULVERT WOODED OR SHIUJ6 AREA (80. or Pipe) CULVERT (Prof i^ view) I - I MI T — to Sn-OT NA R-19-W 7-- pse G. --- ------- SOMERSFF 22 25 S0Mefkt $4 R- LAYOUT SCALE 0 1 mi. � TOTAL LIST LENGTH OF CENIERLINE , L3T3 MI. 0 R-18-IV COUNTY PROJECT FEDERAL PROJECT PROJECT CONTRACT 70.0411 C-Yry i-A t END PROJECT Mgt STA. 173+00.00 N-10374.62 E-4823.27 Johonnesburq T-3L-N FTN 1/��LE uzn.T-1 ST /S T-30-N COORDINATES ON THIS PLAN ARE REFERENCED TO AN ASSUMED COORDINATE SYSTEM. 2111IMU11 SLC1.E ACCEPTED FOR ST. CROIX COUNTY -iIATE COUNTY COWSSKONER ORIGINAL PLANS PREPARED BY MMSEngineers/Architects Scientists/Surveyors ;i�0,TE�S EM3 CZ!�',Qomd E`4"7'� P"'."" DA 3' Id° fli' 3° 10, 2' «---- .02Z .021/1 _Lov,702�_� EXISTING ASPHALTIC SURFACE EXISTING ASPHALTIC SURFACE EXISTING CRUSHED AGGREGATE EXISTING CRUSHED AGGREGATE EXISTING TYPICAL SECTION EXISTING TYPICAL SECTION C.T.H,'I" TOWN ROADS ' ABBREVIATIONS UTILITIES AIR. ACCESS POINT L.H.F. LEFT HAND FORWARD * XCEL ENERGY-HUDSON OFFICE * ENOTES DIGGERS HOTLINE MEMBER ' AC. p ACRES M.H. MANHOLE 1201 LIV(NGSTONE ROAR #F AMERY TELCOM, INC. 116 HARRIMAN AVENUE NORTH A,H. t4 ALUM. AHEAD MON. MONUMENT ALUMINUM O.L. OUTLOT FR7DS0N, V1 54016 AMERY, W15AQOI 250THE I B.P.?. BENCH MARK P. PAGE TEL C715> 077-1819 (745) 247-5545 ATTICJAHtE HOLTE ATTN: MR. GREG CARDINAL DIGGERS2 y BK. BACK P.E. PRIVATE ENTRANCE BIT. B17UMINOUS P.C. POINT OF CURVATURE a C.P. CULVERT PIPE P.I. POINT OF INTERSECTION # POLK BURNETT ELECTRIC COOPERATIVE CENTRYTEL g € CENTERLINE P.T. POINT OF TANGENCY 1000 STATE ROAD 35 PO BOX 518 Toll Free (800) 242-8511 C.T.N. COUNTY TRUNK HIGHWAY P.L. PROPERTY LINE CENTURIA, W154824 2426 CTY M Mi(w 0ukee Area (4141 269-1181 C.S.M. CERTIFIED SURVEY MAP REO°D. REOUIRED (715)646-2191 OSCEOLA,W154020 Hearing Im0Wiad"'TDD (800) 542-2280 C CONC. CONCRETE R.R. RAILROAD ATTN: MR. ERICK VITALIS (7I5) 327-4247 www.Dlgger&Hottino.com COI. CORNER € REFERENCE LINE AT TN: MR. MIKE VANDENBOS GOMM, COMMERCIAL ENTRANCE R.C.C.P REINFORCED CONCRETE CULVERT PIPE DITCH. DISCHARGE ELEVATION RT. RIGHT ----- E ELECTRIC R.H.F. RIGHT HAND FORWARD tAthW6T hlATv/%AL GA.0 GENERAL NOTES FDN. FOUNDATION R/W RIGHT OF WAY 6tC ST. F.E. G. FIELD ENTRANCE SEC. SECTION GAS ,SKAY (A}'L "S yp'2 G.M. S SHED GAS MARKER S.T.H. STATE TRUNK HIGHWAY ,SOrtttCSla"'6F -('['(, (at5-%. 2E 7-5`).79 NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE APPROVAL OF G.P. H. GAS PUMPS STA. STATION HOUSE A rTNJvsTOi1 ^t'Acz('S THE. ENGINEER. T TELEPHONE EXACT LOCATION OF ALL DRIVEWAY ENTRANCES TO BE DETERMINED BY ;s INL. INLET ELEVATION TAV. TAVERN THE ENGINEER IN THE FIELD. ^'+ L LENGTH OF CURVE T.I. TEMPORARY INTEREST N L.C. LONG CHORD U.S.H. UNITED STATES HIGHWAY THE LOCATION OF EXISTING AND PROPOSED UTILITY INSTALLATIONS n L,C.B. LONG CHORD BEARING V.C. VERTICAL CURVE -.... AS SHOWN ON THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT STANDARD DETAIL DRAWINGS SHOWN. h SHRINKAGE OF EARTHWORK IS VARIABLE. AN AVERAGE FACTOR FOR 8DI.-13 CONCRETE CURB, CONCRETE CURB & GUTTER AND PAVEMENT TIES COMMON EXCAVATION IS 35%. 8EB-3 TYPICAL INSTALLATIONS OF EROSION BALES,TEMPORARY N DITCH CHECKS CROSS DRAIN PIPE LOCATIONS AND ELEVATIONS AS SHOWN ON THE 8E9-5 SILT FENCE CROSS SECTIONS SHEETS ARE APPROXIMATE AND SHALL BE ADJUSTED 8F1-I1. APRON ENDWALLS FOR CULVERT PIPE TO FIT FIELD CONDITIONS. 9A1-12a AT -GRADE SIDE ROAD INTERSECTIONS, TYPES "Bi", "B2", DISTURBED AREAS WITHIN SHE RIGHT OF WAY SHALL BE FERTILIZED, " AND " AND TEE INTERSECTION BYPASS LANE SEEDED AND MULCHED OR FERTILIZED AND SODDED AS DIRECTED BY - 14815-4a STEEL EL PLATTEE BEAM GUARD, CLASS "A" INSTALLATION S ELEMENTS THE ENGINEER. 14B15-4b STEEL PLATE BEAM GUARD, CLASS "A" INSTALLATION & ELEMENTS 14BI6-3a, b CLASS "A" STEEL PLATE BEAM GUARD END TREATMENT WITH ANCHORAGE, TYPE 2 SEED MIXTURE ND.20 SHALL BE USED THROUGHOUT THE PROJECT. 14B1B-4o STEEL PLATE BEAM GUARD, CLASS "A" (AT BRIDGES, OBSTACLES AND SIDEROADS'DRIVEWAYS) EXCEPT LAWN AREAS WHERE NO. 40 SHALL BE USED. _ 1.4820-So STEEL THRRE BEAM STRUCTURE APPROACH 14B20-5d STEEL THRIE BEAM STRUCTURE APPROACH, CONNECTION TO BRIDGE TACK COAT HAS BEEN ESTIMATED AT AN APPLICATION RATE OF RAILING TYPES "F" AND "W" 0.025 GAL./S.Y. AND SHALL BE PLACED BETWEEN THE LAYERS 14B24-3a,b,c STEEL PLATE BEAM GUARD ENERGY ABSORBING TERMINAL DESIGN CONTACT OF ASPHALTIC PAVEMENT. ISA3.1 MARKER POST, FLEXIBLE, FOR CULVERT END 15C2-3 BARRICADES AND SIGNS FOR ROAD CLOSURES BRUCE OMMEN, P.E. 15C6-4 SIGNING &. MARKING FOR TWO LANE BRIDGES ACRES ASSOCIATES 15CB-9a PAVEMENT MARKING (MAINLINE) (715) 834-3161 15C8-9b PAVEMENT MARKING (INTERSECTIONS) b U PROJECT NUMBER: 70.041I HWY: C.T.H. "I" COUNTY: ST. CROIX GENERAL NOTES, UTILITIES, S.D.D. & ABBREVIATIONS SHEET NO: 2 E CESICPi FILE IS DATE OF ROT . 3,14,2004 PLOT N.'1.E. ^' P;`,MA ERS2J3fy1.LAS FEN S/{g,E. , Ntot�+mtcrlos\3cc.La-\laved. ml G'ecne6 CX ryrp Pt ox Sca;a: 1" t00.COGCM WISDOT/CADOS SHEET 42 R S' ROUNDING 5' ROUNDING afflaimm 5' ROUNDING - oAS E0, CLEAR ZONE FERTILIZE _& 1 H i 0 I CLEAR ZONE FERTILIZE & SEED rMIN. CRUSHED AGGREGATE SHOULDER (TYP.) 3l/y" ASPHALTIC CONCRETE PAVEMENT, TYPE E-1 POINT REFERRED TO (I�/2" UPPER LAYER) ON CROSS SECTIONS (2" LOWER LAYER) 2" SALVAGED ASPHALTIC PAVEMENT, BASE COURSE 6" CRUSHED AGGREGATE BASE COURSE 22" GRANULAR SUBBASE COURSE FINISHED TYPICAL SECTION STA. 100+50 - STA, 214+50 STA. 140+50 - STA. I42+00 STA. 157.00 - STA. 173+00 10, CLEAR ZONE FERTILIZE & SEED VARIES (26'MIN.1 IO' CLEAR ZONE ({ FERTILIZE & SEED R 3' 6.5' ��. SALVAGED TOP m CRUSHED AGGREGATE —' R SHOULDER (TYPO 3�/�" ASPHALTIC CONCRETE PAVEMENT, TYPE E-1 POINT REFERRED TO d z" UPPER LAYER) ON CROSS SECTIONS (2" LOWER LAYER) 2" SALVAGED ASPHALTIC PAVEMENT, BASE COURSE 6" CRUSHED AGGREGATE BASE COURSE Lt 12" GRANULAR SUBBASE COURSE FINISHED TYPICAL SECTION TOWN ROADS 5' ROUNDING 1. z'J) to",; �1 rr_'a PROJECT NUMBER:70.0411 II, 1Gu FILE IS iaa302i S\tl�m\b2T]tX•cyt HWY:C.T.H. "I" ' COUNTY:ST. CROIX TYPICAL SECTIONS DATE CF ROT • SrT,2003 M-OT tLY£ FED Tt E _ \Ptot\mt WtssticsertMe'+n1.tnA Gres9W By rYF Plat Adis: I" • 200.000004 • ©'', III WISOOT/CADDSD 10, 10, CLEAR ONE CLEAR ZONE FERTILIZE & SEED _� 32' ..---FERTILIZE & SEED SALVAGED TOPSOIL.65, 4' 0 4' 6,51 SALVAGED TOPSOIL, & MULCH g & MULCH 2' 3 IV 3391 31 MIN. 85, - TO POINT ON PR( REFERREFILED P�9 I R�v 0-5'RETAINING WALL — EARTH BACKFILL CONCRETE CURB & G 30-INCH, TYPE J 1 4," k5p,,L.l CRUSHED AGGREGATE-i z%, SHOULDER (TYP.I 1 3'/2" ASPHALTIC CONCRETE PAVEMENT, TYPE E-I POINT REFERRED TO W12" UPPER LAYER} ON CROSS SECTIONS (2" LOWER LAYER) 2*' SALVAGED ASPHALTIC PAVEMENT, BASE COURSE 6" CRUSHED AGGREGATE BASE COURSE L 12" GRANULAR SUBBASE COURSE FINISHED TYPICAL SUPERELEVATED SECTION STA. 114+50 - STA. 125+50 STA. 142+00 - STA. 157+00 FERTILIZE, SEED, SALVAGED TOPSOIL, & MULCH --1 2' �- ITS a I —POINT REFERRED t7(-TO ON PROFILE POINT REFERRED TO ON CROSS SECTIONS 3'/, " ASPHALTIC CONCRETE PAVEMENT, TYPE E-I 5*ROUNDING W72- UPPER LAYER) (2*' LOWER LAYER) 2" SALVAGED ASPHALTIC PAVEMENT, BASE COURSE 7/7/77777 6" CRUSHED AGGREGATE BASE COURSE 12'* GRANULAR SUBBASE COURSE 7/7-7/77/m FINISHED HALF TYPICAL SECTION STA. 126+00 - STA. 131400 PROJECT NUMBER: 70.0411 DESID4 FILE 15 SALVAGED TOP & MULCH 5'ROUNDING POINT REFERRED S.E. - TO ON PROFILE POINT REFERRED TO 77 =71, ON CROSS SEClHONS-­-----,. 3'/z' ASPHALTIC CONCRETE PAVEMENT. TYPE E-I Q'/z" UPPER LAYER) (2" LOWER LAYER) 2" SALVAGED ASPHALTIC PAVEMENT, BASE COURSE 6" CRUSHED AGGREGATE BASE COURSE 12' GRANULAR SUBBASE COURSE 10, I CLEAR ZONE 6, SEED m 099M 4 5'ROUNDING ,---,Y1A\;AV1A\YAWAV71 3.1 5'ROUNDING � ROU NDING � EARTH ARTH BACKFILL CONCRETE CURB & GUTTER, 30-INCH, TYPE J lamm =.3mvia• CLEAR ZONE FERTILIZE & SEED ' 32 12' rL - 12' 7 4' 6.5' SALVAGED TOPSOIL. - I 11�7 2' POINT REFERRE TO ON PROFILE r MIN. CRUSHED AGGREGATE-] SHOULDER (TYP.) 3�/z" ASPHALTIC CONCRETE PAVEMENT, TYPE E-1 POINT REFERRED TO W/2- UPPER LAYER) ON CROSS SECTIONS (2' LOWER LAYERt 2" SALVAGED ASPHALTIC PAVEMENT, BASE COURSE 6" CRUSHED AGGREGATE BASE COURSE L12" GRANULAR SUBBASE COURSE FINISHED TYPICAL SUPERELEVATED SECTION STA. 125+50 - STA. 140+50 HWY: C.T.H. "I" COUNTY-ST. CROIX TYPICAL SECTIONS DATE V ROT - 8,7,M)3 ROT T"W mg TAZOE C'e fP" , "m Clot Oc.le: V - 2MOOYD0 5'ROUNDING gmammulm/Cm is WISCOTADOS SHEET 42 2" ASPHALTIC SURFACE, DROPWAY - (WHERE DRIVE IS SURFACED1 24'- 35' C.E. 2.0' IF, P.E. 210' VAR. 16' F.E. 0 N09- SLOPE 010207' 6"CRUSHED iAGSRESATE RURAL TYPICAL SECTION 81- 16, (NORM) ---- F ------ nl� 12" MIN J GEOTEXTILE FABRIC, TYPE "HR' DETAIL OF RIPRAP HEAVY DITCH STA. 125+00 - STA. 126+00 LT. HEAVY —ASPHALT PAVEMENT APPROACH — - — - — - — - — - — - — - — ROAD — - — - — - — - — t EDGE OF PAVEMENT PPAVED SHOULDER 2'C,A.B.C. SHOULDER 41 z LO TIOR IV 12'- 17,5' REFER TO SXLD� F.E. B'-10' A. FOR ENOWALLS A,P= q-, D/Z P.E. T-12' 4:1 SIDE SLOPE TYPICAL HALF PLAN VIEW TYPICAL HALF PLAN VIEW rRIPRAP LIGHT 2'RIPRAP HEAVY PRIVATE ENTRANCE I COMMERCIAL ENTRANCE (p.E.) w ICIEIk (XC SHLIDE PT QVLR 'HEOIICH FLOW LINE �SHLDER IX DESIRABLE wnr 'A N1MATCH N1 CMAT( �ZC; DESIRABLE EXISTING E ING, L- er 7 SLOPE CULVERT PIPE IF REQUIRED RURAL DRIVEWAY PROFILES STANDARO APRON ENOWALL — GEOTEXTILE FABRI TYPE 'R' —�-/ (OR TYPE 'HRI SECTION 'A -A" r—A RIPRAP L x TO BE DETERMINED BY THE ENGINEER IN THE FIELD. TYPICALLY 2 X VOR V'. L D/2 j_ r RIPRAP PRAP LIGHT (TRIPPAP HEAVY) PjJLE FA13R!7� TYPE R' (OR TYPE 'HRI) EROSION CONTROL AT PPE DISCHARGE APRONS mall HWY: C.T.H. "I" 01*41:411w1dal 6124��Jaj — I-1111, I -I I ' 11-It INX1- I By I rap plot A=117 I' - 200.000000 WISOOT/CADDS SHEET 42 HYDROLOGIC SO% GROUP A B C D SLOPE RANGE (PERCENT) SLOPE RANGE (PERCENT) SLOPE RANGE (PERCENT) SLOPE RANGE tPERCENT) LAND USE. 0-2 2-6 FF & OVER 0-21 2-6 6 & OVER 0-2 F2-766 A OVER 0-2 2-6 6 & OVER ROW CROPS ,08 .22 .16 .30 .22 .38 .12 ,26 .20 ,34 .27 .44 .15 .30 .24 .37 .33 .5() .19 .34 .28 ,41 .38 .56 MEDIAN STRIP- TURF .19 ,24 .20 a6 ,24 .30 .25 .22 .28 ,26 ,33 20 .26 .23 .3 ,30 ,37 .20 ,27 .25 .32 ,30 .40 SIDE SLOPE- TURF .25 .32 .2T -34 .28 J6 .30 .38 PAVEMENT. ASPHALT 70 - .95 CONCRETE .80 - .95 BRICK .70 - .80 DRIVES, WALKS .75 - .65 ROOFS TS - .95 GRAVEL ROADS, SHOULDERS .40 - .60 TOTAL PROJECT AREA - 18.85 ACRES TOTAL AREA EXPECTED TO BE DISTURBED BY CONSTRUCTION ACTIVITIES - 12.72 ACRES MUM EROSION MAT TYPICAL SECTION - EROSION MAT DITCH DETAIL EXISTING DRAINAGES Z,--15" OR ON SLOPE BASIN In al;ioiqi:temWrM = IsalmzRo2mill PIPE DETAIL - STA. 130+50 LT, LOOKING NORTH HWY: C.T.H. "I" RIPRAP HEAVY �r � �0 '11rT 2C H PAVEMENT AVEMENT EDGE 24" CPCS CROSS DRAIN COUNTY: ST. CROIX N if SLOPE INTERCEPT SLOPE INTERCEPT STA. 154+8T.12,56'LT. C.T.H.:" x STA, 19+35,62.52'LT. 208TH AVE. T\ STA. 154+2T.75 C.TA STA.20+00 208TH M IOU -TAPER CONSTRUCT MODIFIED TYPE C INTERSECTION N-8504,91 E=49I2,76 208TH AVE.- S SV55°02- E - CONSTRUC I , 1Gi - LMTS�j STA. 19+115.84 SAWCUT REOD. N 8505.04 E 4828.60 '-V STA, IS3-86.97.56'LT, C,T.H,'I' q= STA. 19+53.2% 52* RT. 208TK AVE. Qvmslxwl�t� 9MA 19 DEF,IC�l FILE IS e; DATE OF PLOT - 8,8,2f<)3 R.QT tuC �N T: E vt@ 8Y , 'T`11 h v I I . .." 111 .. �i CURB CURB & GUTTER ELEV. 5rATION LT. ELEVATION L26+00 782.51 --L2 6 787�95 —*50 _127+00 793�65 _127+5D 797.47 —12 8 + 00 805.30 3. L2845D 811�13 _1211+00 816�95 L29+50 822.78 L30+00 82MO 130-50 —F3 834�43 I - —00 " zzm� BEGIN RETAINING WALL STA. 126+00M CURB & GUTTER ELEV. STATION RT, ELEVATION 144+00 884�22 144+50 886,62 145+00 889.32 145-50 891�Tl 146+00 893�79 146-50 895�56 147-00 897�02 147-50 898.16 148+00 898.99 STA. 26+00.00 - STA, 131+02.4I LT RETAINING WALL REO'D. STA.126+00.00 - STA.131+0000 L.T. 30" TYPE 'XCURB & GUTTER WO'D. C.T.N. T DETAIL FOR CURB TAPERS STA. 126+00 - STA. 131+00 LT. STA. 144+00 - STA, 148+00 RT. 30" TYPE 'J'CURB & GUTTER REO'D. RIPRAP HEAVY END RETAINING WALL STA. 131+02.41 15' CP ON SLOPF im I N 24' CPCS CROSS DRAIN 1\ PROJECT NUMBER: 70.0411 HWY: C.T.H. I'll, (.SM4 FILE is VITE COUNTY: ST. CROIX MISCELLANEOUS DETAILS ✓LQT P:NZLVZGZ731Y5.LAS MN TlZi-E By - W549 pl.f 1" . 200.000000 PROJECT NUMBER: 70.0411 HWY: C.T.H. I'll, (.SM4 FILE is VITE COUNTY: ST. CROIX MISCELLANEOUS DETAILS ✓LQT P:NZLVZGZ731Y5.LAS MN TlZi-E By - W549 pl.f 1" . 200.000000 850 --- 840 -- 830 — 820 --- 810 --- 800 ----- 790 -- EL. 782.8( 780 --. 770 --- MIN. TO FRONT OF WALL ITYP.) NOTE: STEEL SHEET PILING SHALL HAVE A MINIMUM SECTION MODULUS OF 30 in /L.F. OF WALL. PLAN OF RETAINING WALL ALL CHANNEL SECTIONS SHALL BE FIELD BUTT GROOVE WELDED. THE COST OF THIS WORK SHALL BE INCLUDED IN THE CONTRACT BID PRICE PER POUND FOR "STRUCTURAL CARBON STEEL" PERMANENT STEEL SHEET PILING: THIS ITEM SHALL CONFORM TO THE REOUIREMENTS OF SECTION 512 OF THE STANDARD SPECIFICATIONS EXCEPT AS HEREIN AFTER AMENDED. iJ [. PERMANENT STEEL SHEET PILING DOES NOT NEED TO BE PAINTED. elf � G t`T c, 'lam ��.�' �,L'0..(,1 f`� 48'-0" 48'-0" 48'-0' \ 481-0. 48'—O" 48'—O" _ 48'-0" ' k 481-0" Imo--- .. 48'`O'_.._. ----- $56 WALLA g WALL BB � WALL C WACL D WALL E'_� WALL F wA4l G EL. 83T.00--, WALL I wdLL J '' Rpf EL. 84L00 EL. 84[.50 go TOP CAP — EL. MC YSXS8 ® ` EL' ut i f ( llil P EL. 8140— �� 1 ![I 1 I I111 GI IIljt %III STEEL SHEET PILING ' p I7IVRIlWt 1Rll II V ° k1611 ftl(tlYiip IIIIVYi Ctllll 11 EL. 803.00 IIRIIII([16111NEIetIi CYl 1pII IPIIIC p I81R 61FRYIYI CtlU I LI \ �� illll (I YIYYYI p CINE6flp Y111If 19II 1 ° IICI II(PI q6Y II P9❑XIIN PIIIYfl IEIUoflYpli IVY1YC IIIIII" % EL. 796.00 ° 't IIVI PPII j6ItlUaY IYPIMdI6 X{Il Ckl II CEIII B iloullmol148U11 , rt7.IT o it tl RI1648I1 YBI RPII RBIPIRI IpUpi Plpii pllit �y" II YIR RIIIYI YI pCYIBII(I RYII IIIRfICIIId II Ii UIII IIIf kCpf 181d pi I71PIP 11 EL. 792.00— Y \ HIp II19110110I1 EIYIIIItl IICkY IY tYIIt&19fI1F 1!If PIIIIti1 Ylpi tlYi IIEI', y1UI I ••i++��1"ttil*' EL BOL00 EL. 784.00 ICI II PlYNPIIpfYi IPI ItlYIItli ICIIPIIIICIRIIf pB([I111161h18YI Ydil t@I[ftPl�plf Rl lA I��p Yilt piI11_11EL. 79IL 0 fRp k81 tllidl PPIIRIIi IFYiI BIIIIIIp YItp IFYI If Itl eYICIItlI IIIII61 Ci YtlIi PII IGIIU pi l(II 11 y 1111 (i 4YI Iti illf69IIltliilt8l Rll lfdi itlt gilklp Yi �p fYPU Pt�IEglipi RlRYd PIiIIPY(YYIRVYIYCIIIYIPIICPI @IY UfRU�"�IItl111NIIklI IYII �yj11"' EL. 789.50 Il til lY l9tl IPI Ipi P4lfd II PIPIIYI[IIf IpI II IY pgYIIIPY Yl1f l„�e� EL. 787.00 IIIRI k:IIIIII (YIEII ll01 CYYIYII tl N o EL. 784.00 IItC II RIl II PYI❑IIIIYR° tulEliA"� y PROJECT NUMBER:70.0411 DESISN FILE IS r:tal'J2TS`.Og+`.C219fy.cy+ T `--EL. 775.50 772.50 ELEVATION OF RETAINING WALL (LOOKING NORTH) HWY: C.T.H. "I" I COUNTY-ST. CROIX DATE D' R,0T . 8.72W3 PLOT HAW • P:A2Y.ASERW?73Ty9.tA5 f 1 �Il�ll(II f �llll�l�llllCill��l�l111 �II�! ��ii�� EL. 807.00 PROPOSED GROUND LINE AT FRONT FACE OF RETAINING WALL i MISCELLANEOUS DETAILS FFJY V£R_E 4^P:rt Wu»pAesyluxer\Sbyel. tDF Gxnma By . �,43 P: o't :into: 3'" YPR.tlOCObO --- 840 �EL. 840.60 --- 830 -- 820 — 810 — 800 ----790 _-- 780 — 770 SHEET NO E WISOOT/CARDS SKEET 42 TI±U Rm e 8! - �43 plcf I- , 200.00M� O WISDOT/CADDS SHEET 42 CLEARING GRUBBING STATION TO STATION LOCATION STA SIR 104+00 105400 C.TJi, I 1 1 109+00 118+00 C.T.H. 1 9 9 121+00 136+00 C.T.H, 1 15 is 139+00 150+00 C,T,H. 1 11 11 152+00 154+00 C.T.H, 1 2 2 156+00 158+00 C.T.H. 1 2 2 160+00 162+00 C.T.H 1 2 2 TOTi STATION LOCATION EACH 129+70 CTH I RT. 129+70 CTH I LT. TOTAL CRUSHED AGGREGATE BASE COURSE 1.3 MULTIPLIERfarC.Y, MAINLINE SHOULDERS MAINLINE SHOULDERS STATION TO STATION LOCATION TONS TONS Cy CY 100450 - 114+50 C.T.H. 1 2462 204 1231 102 114+50 - 126+00 C.T.H. 1 2022 180 1011 90 126+00 - 131+00 C.T.H. 1 934 40 467 20 131+00 - 140+50 C.T.H" 1 1670 148 835 74 140+50 - 142+00 C,T.H, 1 264 22 112 11 142+00 144+00 C.T.H. 1 352 32 176 16 144+00 148+00 C,T,H. 1 746 32 373 16 148+00 157+00 C.T.H. 1 1584 140 792 70 157400 173+00 C.T.H, 1 2814 332 1407 116 10,18 - 12+50 205TH AVENUE 362 --- 161 --- 18485 - 19+82 208TH AVENUE 202 101 --- 210TH AVENUE 90 --- 45 P.E./F.E. C.T.H. 1 286 143 --- TOTALS 13788 1130 6894 515 PROJECT TOTAL 14918 7409 ASPHALTIC CONCRETE PAVEMENT ITEMS-B404,j,� fj ASPHALTIC CONCRETE APES MATERIAL "T EARTHWORK SUMMARY E 1. PAVEMENT, TYPE E-.�-' FOR TACK COAT STATION S IC, A 1 0 IT L TO STATION LOCATION TQN-� GAL. (UNEXP, (EXP.) 100+50 173+00 C.T.H. 1 4727 564 '1 CUT FILL EXPANSION FILL 1-nSTE 10+18 12450 205TH AVENUE 1 , 126 15 STATION TO STATION LOCATION C.Y. C.Y. FACTOR C.Y. C.Y. 18.8, 5 19+82 208TH A 9 AVENUE 40 5 100+50 - 173+00 C.T.H. 1 22187 10409 1.35 14052 8135 TOTALS 4965 10,50 - 12+00 205TH AVE 381 116 1.35 156 225 I 'ces 1 aes Asphaltic Asphaltic Material for Plant I tic jj�'te r ial for I U� Mixes TOTALS 22568 10525 14208 8360 SHEET PILE RETAINING WALL ITEMS us Acce/75-44- CUT pCOMMOCT EXCAVATION) = 22566 C.Y. FILL = 14208 C.Y. STRUCTURAL PERMANENT STEEL PERMANENT STEEL CARBON SHEET PILING SHEET PILING USABLE CUT MATERIAL = 22568 C.Y, STEEL DELIVERED DRIVEN WASTE 8360 C.Y. STATION TO STATION LOCATION LB. S.F. S.F. 126+00 - 131+02.41 COB I LT. 284,q0 9110 9110 TOTALS 284DO 9110 9i,10 GRANULAR SUBBASE COURSE SALVA6(f) As OdN.Tl r- ?Avi�Ak�,A! T TRUCK MEASURED 1.25 MULTIPLIER L-rfLuLv CASVL�U) A CORRUGATED STEEL CULVERT �PIPE 24-INCH STATION TO STATION LOCATION Cr STATION TO STATION LOCATION Sy 2698 100+50 173+00 C.T.H. 1 17722 APRON ENDWALLS FOR 126.06 C.T.H. 1 2215 126+00 131,00 C.T.H. 1 921 10+00 12+50 205TH AVE 736 CULVERT PIPE CULVERT PIPE STEEL 131,00 140,50 C.T.H. 1 1830 18+85 20+00 208TH AVE 314 24-INCH 24-INCH 140+50 142+00 C.T.H. 1 289 --- 210TH AVE 223 STATION LOCATION L.F. EACH 142+00 144,00 C. T. It, I 3R5 TOTAL 18995— 131-00 DID 1 76 2 144+00 148,00 C. T. R , 1 737 148,00 157,00 C.T.H. 1 1734 160+QU CTH I 157,00 173+00 C.T.H. T 30F3 TOTALS 146 4 10,00 12+10 205TIl AVENUE 347 20,00 18+85 208TH AVENUE 195 — 210TH AVENUE 78 CULVERT PIPE & APRON ENDWALLS FOR CULVERT PIPE TOTAL 1.1512 CULVERT PIPE CULVERT PIPE APRON ENDIIALLS APRON ENDWALLS CLASS III CLASS III FOR CULVERT PIPE FOR CULVERT PIPE Is --INCH 15-INCH 18-INCH 15-INCH OBLITERATION OLD ROAD STATION LOCATION L.F. L.F. EACH EACH 112+62 C.T-H, I F.E— US Zb STATION TO STATION LOCATION STA 130+50 SLOPE 50' LT 84 134+50 C,T.H, 1 157+83 C.T.H. I P.E., RT 38 --- 2 TOTAL 3 TOTALS 1463 0 6 0 9��# I �,� SALVAGED FERTILIZER, SEEDING, SEEDING, TOPSOIL MULCHING TYPE A MIXTURE 110. 20 MIXTURE 110, 40 STATION TO STATION LOCATION S.Y. S.Y. CWT, LB. LB. 1050.0 23,0 134+50 - 137+50 OBLIT OLD ROAD 1200 1200 1.0 60.0 --- 205TH AVE. 500 500 0.5 25.0 --- UNDISTRIBUTED --- 7350 6,3 275.0 7,0 TOTALS 30750 38100 33 1410 30 CONCRETE CURB AND GUTTER 36-TNCH PE i STATION TO STATION LOCATION L.F. 126+00 - 131,00 CTH I LT. 500 144+00 - 148-00 CTH I RT. 400 900 STEEL PLATE �BEAM GUARD CLASS A STATION TO STATION LOCATION L.F. 117+68 - 117+90 CTH I RT, 25 122+50 - 126+00 CTH I RT, 350 122+50 - 124+00 CTH I LT. 150 TOTAL 525 STEEL THRIE BEAM STRUCTURE APPROACH BY oatrc �ION A STATI STATION 0 STATION LOCATION 117+90 - 117+9 CTH 1 6 11 ' 7+65 - 117+98 1 LT. 33 118+36 - 118,6 CON I , 33 118+38 - +71 CTH I LT. 33 STEEL PLATE BEAM GUARD lryPe ld(Tf,C3 TERMINAL ---TVPC?— —At-LWA-oLCcp4 STATION TO STATION LOCATION EACH 122+00 - 122+50 CTH I LT, 1 122+00 - 122+50 CTH I AT, 1 124+00 - 124+50 CTH I LT, 1 126+00 - 126450 CTH I RT, I TOTAL Lf -'-&NCHORALES FOR STEEL TYPE-�-- ---MARKER R'e STATION LOCATION EACH STATION '-A'lor; 117+68 T, 1 -7-1+00 160+00 COUNTY PROJECT NUMBER: 70.0411 HWY: C.T.H. "I" FLEXIBLE FOR CULVERT—a!qVa-,oi'�Z'f Z,0CATION EACH RT� 2 CTH I LT. DELIVERED INSTALLED STATION LOCATION L.F. L. F. a 103+00 C.T.H. I - RT. 6 6 104+00 C.T.H. I - LT, 8 8 104+00 C.T.H. I - RT, 6 6 104+50 C.T.H. I - LT. 8 8 6 105+00 C.T.H. I - LT, 8 8 105+00 C.T.H. I - RT, 6 6 105+50 C,T.H, I - LT. 8 8 105+50 C.T.H. I - RT. 6 6 6 106+00 C,T.H. I - RT. 6 r 106+50 C.T.H. I - LT. 6 6 106+50 C,T.H. I - RT, 6 6 107+00 C.T.H. I - LT. 6 6 6 107+50 C.T.H. I - LT. 6 6 307+50 C.T.H. I - AT. 6 6 108+00 C.T.H, I - LT, 6 6 108+00 C,T.H, I - RT. 6 6 6 108+50 C.T.H. I - GO. 6 6 109+00 C,T.H, I - RT. 6 6 112+00 C.T.H. I - F.T. 6 6 112+50 C.T.H. 1 - RT. 9 9 113.00 C.T.H. I - RT. 113+00 C.T.H. I - LT, 6 6 113+50 C.T.H. I - RT, 14 14 113+50 C,T.H. I - LT, 6 6 114+00 C , I , H. I - FT. 14 14 6 114+50 C,T.H. I RT. 14 14 114+50 C.T.H. I - LT. 6 6 115+00 C.T,H. I - AT, 10 10 115+00 C.T.H„ I - LT. 6 6 10 115+50 C.T,H. I - LT. 6 6 116+00 C.TH. I - RT. 10 10 116+00 C,T.H. I - AT, 6 6 116+50 C,T.H, I - LT, 6 6 10 117+00 C,T.H, I - LT. 10 10 117+00 C.T.H. I - RT. 10 10 129+00 C-T.H. I - RT. 10 10 129+50 C.T.H. I - RT, 14 id 20 130+50 C.TAI. I - RT. 20 20 131+00 C,T.H. I - RT, 20 20 131150 C,T.H, I - RT. IS 10 131+50 C,T.H. I - LT, 10 10 14 132+00 C.T,H. I - LT. 20 20 132+50 C.T.F. I - RT. 6 6 132+50 C.T.H. I - LT. 20 20 13 3 + 0 0 C.T.H. I_- RT, 6 6 TEMPORARY DITCH CHE --- -CONY,' DELIVERED INSTALLED STATION LOCATION L.F. L.F. 24 133+50 C.T.H. I RT, 6 6 1,33+50 C.T.H. I LT, 9 9 6 134+00 C.T.H. I ^ LT. 9 9 134+50 C.T.H. I RT. 6 6 134+50 C,T.H. I LT. 7 7 135+00 C.T.H. I RT. 6 6 135+00 C.T,H, I LT. 7 7 135+50 C.T.H. I RT. 6 6 135+50 C.T.H. I LT. 9 9 136+50 C.T.H, I RT. 6 6 136+50 C.T.H. I LT. 9 9 10 137+50 C.T.H. I LT. 9 138+50 C,T.H. I RT, 9 138+50 C.T.H. I LT. 11 11 139+50 C.T.H. I RT, 8 9 9 141+50 C.T.H. I - RT, 8 8 141+50 C.T.H. I - LT. a a 142+00 C.T.H. I - R.T. 8 8 142+00 C.T.F. I - LT. 8 8 8 142+50 C,TAi, 1 - LT. 3 8 143+00 C.T.H. I - FT, 8 8 143,50 C. T . 11. I - 311T . 6 6 144+00 C.T,H, I - P.T. 8 8 6 150+00 G.T.H. I - F.T. 6 6 151+00 C.T.H. I - RT. 6 1 152+00 C.T.H. I - RT 6 6 6 154+00 C.T.H. I - AT, 6 6 155+00 C.T.H. I - RT, 6 6 156+00 C.T.H. I - ST. 6 6 157+00 C.T.H. I - RT. 6 6 6 159+00 C.T.H. I - RT, 6 6 160+50 C.T.H. I - RT. 6 6 1.61+00 C.T.H. I - F.T. 6 6 1.61+50 C.T.H. I - RT, 8 8 8 162+50 C,T.H. I - RT. 10 IG 169+00 CT.H. I - RT. 6 6 169+00 C.T.H. I - LT, 6 6 170+00 C,T,H. I - RD. fi 6 8 171+00 C.T.H. I - AT 6 6 170+00 C.T.H. I - LT, 8 8 UNDISTRIBUTED 228 228 gm• u EROSION HAT CLASS I TYPE B STATION TO STATION LOCATION DELIVERED INSTALLED SY ST 115+00 - 117+00 C.T.H. I SLOPES LT 4.0,T iZoo --TA-a ­0 122+50 - 123+50 C.T.H. I SLOPES LT 350 350 123450 - 126+00 C.T.H. I SLOPES RT 1500 1500 126,00 - 131+00 C.T.H. I SLOPES AT 300 300 156+00 - 157+25 C.T.H. I SLOPES RT 400 400 159475 - 160+50 C.T.H. I SLOPES LT 250 250 UNDISTRIBUTED goo 800 TOTALS 4 1 T+6 0 --ka�s— �0� CT N. 1 1--r � AT SILT FENCE DELIVERED INSTALLED IMINTENA.NCE STATION TO STATION LOCATION L.F. L.F. L.F. 109+00 111450 C.T.H. I - LT 250 500 117+50 118+00 C.T.H. I - DO 50 50 100 118+50 120+50 C.T.H. I - LT i200 200 400 121+00 124+50 C.T.F. I - LT iso 350 700 123,50 126+00 C.T.H. I - RT 250 250 500 3.43+00 145+00 C.T.H. I - LT 200 200 400 154+50 157+00 C.T.H. I - AT -250 250 500 156+50 163+00 C.T.H. I - LT -450--" 450 900 UNDISTRIBUTED 500 Soo 1000 TOTALS 2500 2500 5005 STATION TO STATION LOCATION C,y. 125+00 - 126+00 LT. DITCH 104 130+75 F.T. CULV. DISCHARGE 5 131+25 LT. LT. DITCH 6 160+00 LT. CULV. DISCHARGE 6 TOTAL 121 GEOTEXTILE FABRIC TYPE MR STATION LOCATION 125+00 - 126+00 LT. DITCH 208 130+75 RT. CULV. DISCHARGE 16 131+25 LT. DITCH 16 160+00 LT, CULV. DISCHARGE 19 TOTAL --2S9 >TA LOCATIONS 127+91 R.T. --,QR, w ,5 - 5 A- 119+93 ST, FOR A 118+41 R T �51 �52L 118+43 LT,,,-�FOR 0 W5-52R SIGNS REFLECTIVE L VE TYPE II STAY ' IT I LOCATION S.F. S.F. . F 117+91 RT. 0 T MAR WS - L 2 R W5-52R 3 3 117+93 LT. J OBJEC E <,R S6-52L � 5 L 3 118+41 RT. 0 CT MARKE -52L 3 118+43 LT. OBJECT 3 TOT PAVEMENT _MARRING, 6-INCH EPDXY wJ SKIP DASH YELLOW YELLOW STATION To STATION LOCATION L.F. L.F. 100+50 - 173+00 C.T.H. I - EDGELINE RT 7050 --- 100+50 - 173+00 C.T.H. I - EDDELINE LT 7150 100+50 - 173+00 C.T.H. I - CENTERLINE -- 10875 906 TOTALS 14200 10875 906 PROJECT TOTALS 25981 SAWING EXISTING PAVEMENT STATION LOCATION SAWING EXISTING PAVEMENT L.F. 100+50 CTH 1 22 12+10 205TH AVENUE 21 18,85 208TH AVENUE 19 --- 210TH AVENUE 24 173+00 CTH 1 22 TOTAL 108 COUNTY PROJECT NUMBER: 70.0411 Wjyjrgff* I C— 7 OUNTY: ST. CROIX [_EARTHWORK DATA vw� vzmr• m g t t, NE'Sjsr FILE IS I WE CC PLOT � 1,1n2004 t OT PU1E PIDN r.d E - Vlol' tmles\ls \level.tbl C,e l By - . Nm x—I,: I- - 100XV.000 WISDOT/CADDS SHEET 40 I m WISDOT/CADDS SHEET 40 9 DESIGN FILE IS t:\' NTe CF KOT - 1,14,2004 ROT Pl¢ FEN Tt .Z � C,rot Sy - Ls plat V - loo.cc0000 WISOOT/CADDS SHEET 40 m m I CCSI"4 FILE IS DATE C PLOT • 1.14i2004 PLOT n:t£ F:`,tliEfROZd?x45.LA5 FIN Tki—' C,ec 8y • r plot Scat e:. 1" . 1C(I.CC6G00 WISOOTICADDS SHEET 40 -A m --- - -- -- ---�..nccV4 Tu E B, PIO V . 100.0cAoo WISDOTICADDS SHEET 40 CM ; rlLE IS DATE b ItOT • 1 r14 :2C04 ROT ?VA- ^ P:\?L0.` OZ73.: 7.L6 FVThug C,,eBy • 'm pl.t �,Oe V , lUQXjUuulJ WISOOT/CADDS SHEET 40 t yr'nr. tar L C1N PKC C_ % Melt -iTe.ScoaE e ...C. TYPES A A D fit {Y�+y .o-. y.'/TT.fc ' b`MA O TYPES O & J e lip l R TYPES K C L rrR b_ r-rI 4. OPTIONAL CURB SHAPE FOR TYPES K A L AAEt A Comm" A LAlex cm t Dom UwACE DROOL EMTOD CCKKTE PAVOW COMTE OT O"o WE Comm PLAN VIEW Ms.b 1 t'w3ARS SPACER 7.4` M RISTALLED OR bG SAER AET. DRECPd OF Ut ATE0ATMC OITA --. EVENT u OR Too BAM o^ t r—iem.Sl rC 1 *. e . a - b'MtQ) opMxraTAtiE Cyr D £-rR ITT.EdOPE wID RgPeeAtE taws TYPES A E D CONCRETE CURB d GUTTER 36" E*TRmlCE Oft =�. DRIVEWAY `3 m4ffaTi1>I:ItSf3. WHO INC SAK TROE OF SEALAWt. THE COST OF Ftamsom AND ROSTRUM TNS SEALANT IMMASWIC)l EXCAVATOR LINTS ARE 2-Cr KW40 TK SACS OF Met, TIE JIMM ARE MEDIA" FOR OM 00 CUT PIR TYPES A. 0 AND K. THE PLM R4.4 t r-O, TE SPACED AT Y-O, TYPICAL TIE :.:. LOCATION .. b' TT L YR Q TYPES A A D CONCRETE CURB d GUTTER 18" PROEM t'Rxi. y- YICEN Rmamlm��� s y. - n .s . t1w ,NEW as To plow A ran CONCRETE CONCRETE BOS I CURB & GUTTER AND SECTION A A CONCRETE (D PAVEMENT TIES PAVEMENT TIES TYPES A It D TYPES 0 4 J STATE OF WSCOWSO DEPARTmETIT OF ,. PI _..__..._.__ .._ __.__..-. ....__.._._. _ _ _........_ _ _._....._ ROADWAY PI 1 . T _ IT r. P i INSILOPE w i t RiJ � 6 Y v_— _ --ROADWAY ---- _ N9LOPE FT tN5LG!'E- t0'-D_ PI t-. I fF:Pd. E, POST ..,m. - *'KOEOTEXTILE FABRIC {?) _GROUND Iar, SITUATION 1 1YPICAL SECTION APPLICATIONPLAN VIEW TYPICAL WOOD POSTS( LENGTH 4'-0" 2'-0' TAN. DEE IN CROUOD BEST FABR NOTE: ADDUMNAL POST DEPTH OF MAY BE REOU:RED IN UNSTl,,,,,,,,,,,,,,� C/1 CF C7 On m T L' SILT FENCE 1....... __.__ _ ...— ROADWA Y.__._ _. _._..___. .. _..._. —PITCH DIKE "t t lNSLOPE .... II tN�LOP�' it SMOULDER u ..__._.II _ _..._._ ROADWAY -..._ SITUATION 2 PLAN VIEW SILT FENCE AT MEDIAN SURFACE DRAINS 'DST SPACING ALLOWED H' A I CEOTEXTILE FATIMC IS USED. GEOTEXULE FABRIC FLOW DIRECTION EXCESS FABR C GENERAL NOTES DETAILS E LS OF CONSTRUCTION HOT SHOWN ON INS WI G SMALGNFORA TO PERTINENTRcNTS OF THE STANDARD S FCFI kTIC7 AND APPLICABLE SPECIAL PROVISIONS. 0j I{ RCONI P E P.... .0 YITF 2 X 4 XC:.^_.4EN } t..E.. QR FUI ,,,Ut,T All TOR f.. PD9i5. 0 TRENCH SMALL. BE A MTNVUTA OF A WIDE A 6' DEEP TO BURY .AND ANCHOR THE GEOTEXULE FABRIC. FOLD MATERIAL TO FIT TRENCH AND BACKFILL 6 COMPACT TRENCH WITH EXCAVATED SOO, ( WWOOD POSTS SEALE BE A PINIMUM SIZE OF IO' X IE,® OF OAK OR H;CKORY. (4a SILT FENCE 'i+^. EXTF*,D ACROS5. 'FNE T,u=` CF 'Ft.E F;^';:. TIEBACK BETWEEN FENCE POST AND ANCHOR SEA"_.__ FENCE FLOW DIRECTION -- A iT__ ANCHOR STAKE 1 1 kWN. 18' LONG F t SILT FENCE TIE BACK (WHEN REQUIRED 6Y THE E:NGINEERI S.U.D. 8 E 9-5 22— I METAL APRON END*ALLS PIPE WILIEM cl-Kifed M Q'rMTO MY A a N L it L2 I APPROIX TWO fin WAX.) 11r) 41m: D 02') ! UOPE STEEL ALM %4 .048 Zj- a 171(, —Of ]P . %4 SEE Z%f. I Ift- JS- .064 -00 -8 AT 6 31 vs- TOT —A 2—'If. 1 1 -pc —'0?S —n —42 . "I v". LP- _14 04w4 -a -s- -4t- --w- Tnl� - a- - If . 30 All ws- --a si- --it- -Sv-/I —w I.!E-- in 14 p 9 14 42 X1 W)S 1 22 _11 _60 v? -24- -11-1 8-4 1, FEE -w- 'ZI " 2 To Pc. So- BY 6-4 -22- FA 'T. -13 -icz: EB a 35 v or WE R- 2 1. 1 3P. 412 --R� IT .02 to 13 P. J05. IS 97 139 't.13 IN 3 .-v - 144 It. 1 3 Pc %-317 35 a 07 - Pit U'ta 13 'EXCEPT CENTER PANEL SEE aWFAF NOTES BESTS BILE RIVETS - V'C-C WAX, SPACM I YY- END VIEW, SIDE ELEVATION METAL ENDWALLS REMOSICTO EDU lut SECTION A Elf) CORWIT MILES ANY BE FASTENED TO Al"REN4 PROPER By SEEM INVETS, -OR RESISTANCE $Pay RULES WINKIN KIL WO THE SORFACES MTLY TOCECHER I PATE 99ASK TMOMSS WETAL AS APROPISRAIL FLARLESICT) WNEN CALLED t 011 fit BANS RENFORCED CONCRETE APRON ENDIALLS ]YET M TESAAMIMM OA. AMY qu t A TV c 0 E 0 SIM 4 2r - TIN: 27- 4 2— -1— to I TV -ii- 21 <6 -71 -55 2� -$-to-T -21d 21 46 --11—- -9 -yr- 3-to-1 5 36 -412- 3 to 1 24 2 E 1 V14 :?/ Ek 47- -49 T to T- 3 A -54— 74 T-To-T 56 4 63 -631 - 34 17 12 4 3 -E. 1- -- ls-- , �@__ -r- a - Tf�j 24-- - -n- IS 84 5 54 $y, 27 64 y X:7m 'SRi -W—1 30-15 TAT Is is Tfi —5 2-1. v-yrA 12-73 21-21' Eq 102 5A z to i TO I 29 49 Mm 6 2 to I Fs' rl" _r® Eel, UNIT VIE flit. I CETKINAL FEE" MXVVRT WASAXED LEWIN OF EMPIRE ClEy - tW WKEEST EMT# Ric= PLAN tlj we - END VIEW IS ENO M MILE ENT, ViCT,,, IF FLAT ON, WE EL END MCF10*4 STEVE E "D s1 � �cc am C., FABRIC XMIENEMMM, r EnEe. 12 m ccem� TWAT EAT SMILE) SIRA!P MY" STANDARD G. x VI(3� "I, "L, Am NET ALTERNATE FOR TYPE (CONNECTION END SECTION CONNECTOR STRAP TERFAV(D V.- DIA. M -PPE AROLAQ CL,AyEAT 4 TMLtCM COLITIECTOR TART Ttly COAYBICIM INS TUC OR ALTERNATE CEPTICTOR STRAP (SEE UCTAILW WASURTO LENGTH OF CELVERT TYPE I WE"I'll 24, CORE" INTREAREED Ti- ME, REST EVER Tor a APEWOK LOSS TO By RNETED 11 IT TKMNI WAVIFTED LEKTN OF MMT _7 TYPE 2 FEEL Sol TIM 96`com Pff WASTAING UNIT" COS)"JiG BAN) CE, CLALVIR LECOURED T CONNECTOR SECTION COEVEI SECTION INVITED OR 70 BE REAL FOR AS PART a PAY SECTION PLAYER TYPE 3 FOR 42'Tim St- com, ME OINKED CA COTIMATED CO(Wo-w DAM Ve IT A. BAND BOLTS RIVETED OR BOLTED At CRIFIES SE, C-C Text WASA)RED COMISAFFIT INARE, --I tMIL, By M)'ERT TYPE 5 ALTERNATE FM ALL VIES CLARATATATEE, (pFtk,R prt MIT! TDIEWIET) SEND FRS OWN BEESINE BE METAL, AND C(ANTS31ED SEND FITS ANSEL lll,,. 01APEED OARO lett BE USED MITI WMALLY CORTEREATED PM FOR EFICUNFERENTEkILT CORM(SATED OFT NET EMMIL CONNECTIOT, NITATiS L7,3 OR 5 AS APPLIBAWFE. FOR TELICAALT CONERACATED M LISP WwALL COSPECIM OCTAAS L2 ON 5, TOO FIELICALLY COSEETCAVED PEWS ,ju TWO CACEIVIERENZIAL COAMAGATOYS AT EACH EM USE ENDSAIL COTiNECION BETAts A 2 OR j, CONNECTION DETAILS D.Wir Vwx (AM STEEL on N. TETICX AALAAMA, SPACED STAFF r r 0 VE-C r OXE, A 04M THCX Elm ", a (WE OMIS- TRICK Alm -LOSING STRIPES OVER PEET NO ANTIS PRIOR TO rAm- C AFON OF 14 END Vct" yiC FAA, I Vr ULY, STEEL OR ALLATE. OFF 1041EAD ATVETS SPACED At V C-B, OYER- LENOTH BE INTEL - MR- L2 �—a—OLJTWE BY APRON - SIDEVALL 94EET MCI Or SAXWALL SELECT RO(LED SHREFT AGAINST -:�V--F LoRTLYLAI REAL STILL ON HE, 4 SAM RENTORCENS BAR APPITO�y GENERAL NOTES MIES CE C(NESTRUCTM UATEWLS AM WCXNWAWW NOT W" IN ETAS MAMS. LULL CONFOREA 90 PPE. PERTOWNT REOVAEUENTS OF TIE STANDARD SPIUKATKNES AND THE AMICARE SPECLAE, EfoyrSYNS- CONCRETE CULVERT ENTEWALLS NAY NOT BE USED WETH Cj,yj4jr0 STEEL OR ALLANEW (INVERT PIPE ON YESE VERSA, MVWEO STEEL ON ALLIATILAI MEN LS SPITE NO(TVAUV BE OYSTALLATE ON MYTEE BEEF Of THE SANE MEAT, ALL IRATE PIECE STEEL APRON ENOMLS AM t(P )(ANIFER Me AM LARGER 5"AU "VIE O-K)5` MS ALTO 0.11P CENTER PAWLS, ALL F"REE PIPE AILOAMNE AJERO4 EFINPULS FOR W DAVEIER PPE ANT LARGER SHALL HAVE (LISS, VOTES Atity TTFA-CENTER PANELS, FREE LOTH PC CENTER BELIEFS SHALL OF CRITTER THAN 20 PERCENT or FEW M MACTER, TAP SCANS SANTA, OF TICKET JOYWO BY MvAETEEEE Am, ON SEE, FOR STEEL EATS AM AtLWAA# W4T$ AM DOLTS FOR gE,,m,, EYES, FOR Toy W 'NALOUTCH W MKIIN Affolil ETIOULL SAVES. 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