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• <br />12 <br />HELICAL PIPE PILE DETAIL <br />S.G.ALE 1 I)2• • 8-0' <br />No ANCHOR BOLT DETAIL <br />NO 5061E <br />PROV1125 AEirreer 5 FOR (2) BRIDGES <br />(2) AarnevcI5 PEft BRIDGE) <br />4 ABUfPEflf5 TOTAL, ALL 4 ABUTFEM5 I <br />ARE IDENTICAL, 5M GIVL FOR LOCATICf45 33 <br />15_5 -5• <br />6' IRRIGATION LIlE <br />5 EEVE / BOOT <br />'..� GIVE DRAY111455 <br />AND 5P:LIFIGA710N5 <br />5 <br />¢ AB. <br />ri <br />125' -S' <br />¢ A5. <br />AP <br />6 I/2' <br />iv <br />9,0* <br />(5) 1•a KIM PI554 <br />6RAM 55 BALV. <br />AN:NOR ROD5 n/ (9) N115 <br />(U 216. 05'. P ASHER5 <br />PER ERID6E <br />ANCHOR BOLT ELEVATION <br />ANDERSDN■NRLACHER <br />STI0CT01AL ENGINEERING <br />RI NORM 15IRD SUM, 5011E 22D <br />NIINEIPOLIS, MINNESOTA 5401 <br />PHONE (612) 692 -3456, FAX (612) 692 -9950 <br />PI$_NEER_ ng <br />2422 Enterprise Drive ve•o puxrsrrms (651) 681 -1914 <br />MenJula Heights, MN551'_D Fa::681 -9488 <br />www.pioneeren• m <br />SCALE. 9/4' • I'-O• <br />I hereby =iffy n• tbin aim wax prepared M ' ' G <br />me or 6 under me cum amen-Mon end ih. 1 °^• -// <br />.m a duly Lensed Professional Bargn= Melrh L NdaeM <br />antler nit lows aex Sou ofalio.. Reg... 231,0 poi. If7-10 <br />ANCHOR BOLT PLAN <br />•CALE: 9)5' • 1• -0' <br />Ror,s,0. <br />STRIYJTFLt NOTES <br />FS1641 CRITERIA, <br />15¢ALD116 GO055 1/6ED POR D5I614: <br />15G 2006 mit h@.,esala animetments. <br />D11641 L06051 <br />Bridge Uv. Load 1410 loading ad/o• 65 paF <br />Bridge dead bad 955 kppe <br />@ridge lateral load 6.21 kips per daAalent <br />Bridge horizontal load 19.4 kips per dalbnwd <br />Soil lateral bads per ti,. OeoMCkYCaI report. <br />0551644 511046145, <br />6rength at <br />Glom 26 dap (P54) l pe Lost,. <br />4000 Std. Yt. Kutmert Kalb <br />Air- EH:ran. <br />544. Pt Rle Cop <br />PY • 60000 P51 <br />2 4000 <br />Rsiniteuenont. <br />FOUNDATIONS AND EARTWIORK, <br />GRAND 41A76L <br />Water levels Indicated an n,. boring logo ere subject <br />to ..a.nal ..d/or anal vanbtbn.. IF roa..ssy, <br />a d..aterrg .e*tem of n fficke t aapadty .hall be <br />Installed and cperoted to mMatar the emstruotlrn <br />area free of seder at all tyros. 5ee tad geotechnaal <br />report for ...tering r.wmendatla.. <br />EXGAVATON5e <br />615.6 ale question add. conditions be encountered dr69 <br />excavation, notify ornerb reammentatIve Im edlatey. <br />Wier shall not be permitted to acaaalate 6. .o .0otbr.. <br />1-1131CAL ' 8511 PAPS <br />All helical plis .hall be hot dip gdvmized. <br />5.. the Gents 1n1ooI Repork ty Northern Technologies, Inc. <br />dated Nean . 6, 2004. <br />Helical pile spacing Is at the bottom oP the pile cop. <br />14e15a1 pile. shall to tattered 9• per toot as detailed <br />NN5ol ewe p11. 1.pe etch b. 2515 diameter steed pipe <br />helical piles, Ms .15Kdpls narking bad call be a <br />mhn m of 22 kips rah a safety facto- of at least 2. <br />The bottom of to pile cep net beet least 5 test bean <br />the arrest 4Meled gads. <br />Masrna, deviation n horizontal laeeton of the top of any <br />p11s hl place shall be 6' measured radalkj Man the pan <br />Center dl pile caps on center Ins os sham. <br />P0106106110461.51106. <br />The .ells engineer shall coi1y n nr4Fg that all <br />tomdatla• mere pta.md and corpItsd a* .pe0Rdmd <br />BACKPILLRIF <br />Both .des of the dvbnert Yell to 061.11lled <br />simultaneously . es to prevent mvrbsetg or <br />lateral movement of Be Mt/onset. 5e. the geo ednlcal <br />report tar berAdill rem nementa. <br />No t01 or lea kfill Pall to seals! lay lie use of eater. <br />CONCRETE, <br />REND-CARGOS 5115 -, <br />Im ERIEOEE h4MUAL5 Most recent Edition of the <br />follcot g; <br />AGI 915 ad <br />AG 96R <br />AC4 919-02 <br />GP51 l5P <br />AN15 01.4 <br />•A01 DetallIng Pla.er <br />Rulldng Cod. Rogu6eeerte <br />Par R.mtero.d Cornet.' <br />"Masai of Standard Practice" <br />"Bar-be-al raWWnngg Cade <br />- Reltar0Yg swot* <br />GR51 "Recommended Pratte tar <br />Pleti g 6.M0rei g Bore• <br />the rerdorang steel earth-actor *tali tat- ca. all <br />renforceeent end furnish all 0e600orlee, Mans, sp..r <br />bas aid supports mammary to ..cur. the reMoreeme t <br />mass slam e6,ernbe en the plans and/or details. <br />Renfereng steel shall be KM A 615 grade 60. <br />Gana-eta nonfat-carnet shall but placed according to <br />'Rmeanmendmd Pratte Per Placing Rent arcing Bare. <br />DETAILS <br />GOK:RT5 GOVEOLK.E POR 651FOR:E -601. <br />PILE GAPS 6' BOTTOM <br />A5011434T /44415 5• EAGN FACE <br />Provide 5/4• chaster an all drove Fads ear -rate coma's. <br />6aNalamd =char rods shall be supplied and retailed as <br />deta614. Ver6y aloha- rod sirs, 5. th and locations nith <br />the bridge supple. <br />The. craning* do net rondo necesaaii ca n:charts <br />for construction saH49. <br />11. sbvo6ral casks Is based only an the cieutmort <br />in is completed state. Contrenters end their sets shall <br />take o atevs precautions ore nee co *0.y to ontisteend all <br />horizontal end vertical loadings tic'. ..j kv Amami.rsd <br />during the construction p1or to completion cr the attn. . <br />Box. are ;Tanners arlo. or conflicts nth o6ur <br />trades develop contest W Engineer emed0teh. <br />ANOKA COUNTY PARKS <br />550 BUNKER LAKE BLVD. N.W. <br />ANDOVER, MINNESOTA 55304-4122 <br />CHOMONIX PEDESTRIAN BRIDGES <br />LINO LAKFS, 'MINNESOTA <br />S 1 OF 2 <br />