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• <br />• <br />• <br />12' <br />RELIGAL PIPE FILE DETAIL <br />SCALE. 1 IQ' • I' -0" <br />I °4) ANCHOR BOLT DETAIL <br />NO SCALE <br />PROVIDE AEI/R.84T5 FOR (2) BRILt5E5 <br />(2J AWIMENTS PER E3RI06E) <br />4 ABUTMENTS TOTAL, ALL 4 ABUTMENTS <br />ARE IDENTICAL, 555 CIVIL FOR LOCATIONS <br />ANUERSUN •URLACHER <br />SISSCIUIAL 040165(6160 <br />901 4ORIH THIRD 5I1,EFT, SLIM 220 <br />IIINNfAP0U5, t4NNLi000 55401 <br />91940 (612) 692 -9958, FAX (612) 692 -9960 <br />TIT Z E ER ne� <br />a.IL.Ma PLANNERS IANme11aE <br />aerxmCTS <br />2422 Emerpnse Drive (651) 681 -1914 <br />MN Heights, N 55i ^_0 Fax: 681-9488 0 <br />www.pioneereng.com <br />1' -0' <br />153' -3• <br />r -0• <br />9 1/2 <br />4 AB. <br />4 AB., <br />6 1/2' <br />6' IRRI6ATON LIFE <br />5L�/E / 500T <br />SEE CIVIL DRAPUK55 <br />AND SPECIFICATIONS <br />133'3.' <br />ASTN P1054 <br />SRAM 55 &ALV. <br />ANCHOR RODS W (31 Hum <br />4 (U 21e 0.2. MA 6095 <br />PER BRIOSE <br />ANCHOR BOLT ELEVATION <br />SCALE, 3/4' • 1,-0" <br />A.B. <br />¢ AE <br />3'-0' <br />ANCHOR BOLT PLAN <br />SCALE: 5/6" • 1' -0' <br />STR7lr7RAL NOTES <br />GT5166 CRITERIA, <br />EVIL/PIKS 00090 USED FOR 55169: <br />Ili 2006 nah Mtrlesata =enchants. <br />0516) LOADS: <br />Bridge Live Load 010 loading cridior 65 psf <br />Bridge dead bad 635 kip. <br />Bridge lateral load 6.21 kips per comsat <br />Bridge horizontal bad 19.4 kips per dir9merlt <br />Sall lateral back per the geotsc7JCal report. <br />55160 579(375705: <br />COtLRE M <br />Strength at <br />Class 25 days (P5U Type Location <br />41200 Std. Wt. Abutment malls <br />Alr- Pntrdrod <br />2 41200 Std. Wt. Pile Gap <br />Pshforcemurt, PY • 60,00 P51 <br />PCUNDAT10 45 AND E:AR7WiORK: <br />591251D WATE9L <br />Water levels rdkoted an the boring Inge are .)Upct <br />to e...s l Rd/or ..zeal variations. If roceseay, <br />a d.mat.rt9 system of sufficient capacity .hall be <br />installed and operated to ratan tin• construction <br />area tree of mater at all ttne.. See the geoterinkal <br />report for denatert9 rscomrondatlws. <br />EXCAVATIONS. <br />Should ay questionable condition be encountered drtg <br />excavation, notNy &hers representative hnedictey. <br />15ater shall not be permitted to acanulate h excavations. <br />HELICAL W.REN PILES, <br />An helical pile. .hall be hot djs gaiva6Zed. <br />See the Seated -M.1 Report by N., Uo, n 2506.logioe, Inc. <br />dated November 6, 2004 <br />Oelbal pile epoch; bat the bottom of the pile cap. <br />Helical pubs .tall be battered 5' per foot as detailed <br />Helical same pile bps etdl be 2DTJ• darter steel Poe <br />helical piles. the alloncide making load Moll be a <br />.htr.m of 22 klpe Nth a safety 4attar of at least 2. <br />The heft.n of the pie cop nest be at east 5 feet bebn <br />the Ione.) 56he6 grade. <br />Fbxtm.. deviation h herizatal location of the top of any <br />pile ;Timms .Nall be 5' meaaed radially from the pion <br />!.Inter dl pee cops on center lines as .horn. <br />PCU♦DA71ON COMPLETION, <br />The rolls engineer stall certify In rnitt9 Uot all <br />foundations mere placed and carpeted w .peceled <br />BA[ACFILLHI6, <br />5050 sides of the dammed Mall be bacldllled <br />ellraltmea,y so as to prevent overhmt9 or <br />lateral movement of the abutment. See the govt.dwca1 <br />report Nor 6.76111 regaremonts. <br />No no or backlit! .tall be oettl.d by the um of meter. <br />CONCRETE, <br />RE/W-012694& SIM , <br />RQ ERIOR0 MNUALS Fleet recant Edam of the <br />folonhg; <br />ACI 315 ad <br />AC1 3158 <br />API 5)6-02 <br />'API D.ta0t9 44.5.7' <br />'Bulldtg Cade Requtrolrnrto <br />for Reinforced Concrete" <br />%real of 5bndad Pr• ••l•.' <br />AMS 01.4 'Struotiral Melding Cede <br />- Ralnforchg St.. <br />GR51 Recommended Practice for <br />Placing Rolaarcing Dore <br />The rehforctg steel contractor stall fabricate all <br />rehfarcement ad furnish all acceeeoree. chats, spoor <br />burs ad supports neeewoy to ware the r.Mac.rne.t <br />unless storm olhernbe an the alms ad/ details. <br />Rrshforchg steel shall be ANN A 615 grade 60. <br />Concrete r.hforcerert shall be placed according to <br />'Recommended Practice for Placing R.IMorcFg Bare. <br />0062057E 120500 E FOR R_9FF-ORLE 4E.T: <br />PILE GAPS 6' 52r2041 <br />ABUTMENT WALLS 3" EACH FACE <br />Provide 3/4' charier on all ammo grade concrete corners. <br />6alvanted oath& rods shall be supplied ad retailed as <br />detailed. Verify anchor rod size, length and location, Mth <br />the bridge supplier. <br />sexexAL. <br />Thew Gamma. do rot include necesea}9 L onpcne is <br />for Construction safety. <br />The etruetyral design is weed only on 6.. 6600 ert <br />in Its completed state. Contractors and telr sub .hall <br />take Mateo, areaa,tw, n. �y to .atl,taid all <br />wet/col horizontal and badhas that ,. . erraater.d <br />doing the eerstructlon prior to completion 09 the aammen). <br />Should ay ),soda, ales or conflicts M UT other <br />trades develop contact the Egteer hneddtey. <br /><by ceni ytetImpl. , ...6 <br />me to wider my crow supervision and,Ml T•010 <br />am a duly Licensed Professional . : Melvin L. Urincher <br />order the laws elm ;we of Dlinneeaa Reg. rvn. 231.60 mfo 147 -10 <br />DETAILS <br />ANOKA COUNTY PARKS <br />550 BUNKER LAKE BLVD. N.W. <br />ANDOVER, MINNESOTA 55304.4122 <br />CHOMONIX PEDESTRIAN BRIDGES <br />LINO LAKES, MINNESOTA <br />S I OF 2 <br />