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w <br />305'-2" OUT TO OUT OF DECK <br />2' 7" <br />50' -0" 50' -0" 50 –O" 50' -0" <br />J+' <br />—¢ 887.. W. ABUT. <br />w PT. F1c ^ .. a P _ <br />i ¢ PIER I I <br />I N PT. aB" r. a a v " w I <br />—¢ PIER 2 %¢ PIER 3 <br />/r o <br />/ a. PTT L "a w ., a w a _ (rrr W. PT. "O" a•� <br />I/ <br />a <br />¢� <br />e <br />I —¢ PIER 4 <br />//� Wa PT. ..E" c w I� `. <br />ld wlj_e_ <br />I ¢ PIER 5 ¢ 887., E. ABUT.--, <br />W. Pi. 'Y° a W.PT^ .G. <br />A <br />_ <br />lI <br />EXPANSION \ <br />JOINT DEVICE, `GLUED LAMINATED RAIL (TYP.) ¢ RUFFED GOOSE ROAD <br />TYPE 4 0 & WORKING LINE <br />__ _ _ _ <br />W. PT. "H' _ -- _ — _ — W. PT. ;1" W. PT. "K^ _ _ — – (j90 <br />STA. 7 +85.95 �TA 2+ }5.95 �– STA. 2 +85.95 ).o <br />EL. 893.73 1 EL. 893.30 EL. 892.86 J <br />O <br />1 <br />O] <br />I <br />\ W. PT. L o <br />`STA. S +J5.95 i <br />EL. 892.43 0 <br />W" <br />3 <br />'o <br />I <br />w N <br />Z <br />5 <br />U <br />C'c' <br />1 <br />Oti_ <br />U <br />0p <br />I <br />I\ W. PT. M _ _ —' <br />I `STA. 3 +8595 <br />EL. 897.99 — <br />t BRACKET <br />1 <br />N'. PT. "N" W. PT. ^P" / <br />STA. 4 +35.95 STA. 4+85.95 J <br />EL. 891,59 EL 897.72 <br />I <br />, <br />l <br />BEG. <br />STA <br />EL. <br />..\_ W. PT. ••R^ ^ .. .\ .. :� <br />OF DECK `TIM @ER <br />7 +83.36 & RAIL <br />893.75 MP.) <br />�W.6 P7. `5^ " T " PTT ^.. I W. PT .U. <br />84118021 `TIMBER FASCIA ON <br />SPACER DECK &BEAMS <br />(TYP.) <br />PLAN <br />e W. PTF .�N,. .. n W. Pi. ^X^ I a <br />W.4 PT. .V <br />ENO OF DECK <br />STA. 4 +86.53 <br />EL. 891.10 <br />: 00 <br />I i^-'L <br />I <br />2' -0" <br />(TYP.) <br />s <br />I N�,p'.. v SCALE C� • <br />. .. Z£1 <br />F MT or; <br />PROP. FINISHED <br />LOW MEMBER PROFILE GRADE <br />3 -0 GLUED LAMINATED RAIL (TYR.) EL. 888.7 <br />(TYP.) –0.87N <br />� -- <br />f-.E__. <br />_ <br />1= "_'_I�1 —_ 1= = =.1= �f_.I_i_I�- 1=1=1= 1 _t =1=1= =I L... =� 1 —_f_=- t� =1= 1_L�M' <br />.:s. <br />SPAN 1 i;r <br />PIER <br />R <br />SPAN 2 SPAN 3 <br />:.ei: . _. �.,'i::: <br />SPAN 4 i::+ SPAN 5 'rs SPAN 6 <br />W. ABUT. <br />- -- <br />TIMBER RAIL8057 (778.) <br />TIMBER FASCIA (TYP.) <br />1 PIER <br />100 YR. FLOOD <br />EL. 867.6 <br />2 <br />PIER <br />L APPROX. CHANNEL BOTTOM <br />. 7 <br />EL 893.7 <br />3 PIER <br />EXISTING GROIJNDLINE <br />_ ®¢ PROP. ROADWAY <br />4 PIER <br />— <br />e+Ar�i <br />i RANDOM WRAP <br />CLASS III AVG. E. ABUT. <br />5 3' -0" THICK <br />(TYP.) <br />6" GRANULAR FILTER RANDOM WRAP <br />INCLUDED IN PRICE CLASS 51 AVG. <br />BID FO RANDOM 7 <br />ELEVATION RIPRAP• CLASS ID 6" THICK <br />SCALE, — <br />o' to' 20' <br />CONSTRUCTION NOTES <br />eETrrvrEO BY gtICT10N <br />THE 2000 EDITION OF THE MINNESOTA DEPARTMENT OF <br />TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" <br />SHALL GOVERN. <br />E Wow a La BENSON <br />'NOT <br />LTC NO 22737 2004 <br />THE FIRST TWO DIGITS OF EACH BAR MARK INDICATE THE BAR <br />SIZE IN MILLIMETERS. BAPS MARKED WITH THE SUFFIX "E" SHALL <br />BE EPDXY COATED. <br />ENGINEER IN THE FIELD SHALL VERIFY PROPER POSITIONING OF <br />THE BRIDGE PRIOR TO COMMENCEMENT OF CONSTRUCTION. IF <br />THE BRIDGE POSITIONING 15 NOT COMPATIBLE WITH THE SITE <br />WHEN STAKING 15 COMPLETED. THE SEALING ENGINEER SHALL BE <br />NOTIFIED. <br />IF STATIONING 75 CHANGED, THE REVISED PLANS SHALL BE <br />SUBMITTED TO THE OWNER. <br />RUFFED GROUSE ROAD ANOKA COUNTY <br />PHEASANT HILLS <br />PRESERVE BRIDGE <br />GENERAL PLAN & ELEVATION <br />I A. <br />DES. TJW OR, N89 0.1. PR NO <br />CIC1.18., RAB C1477., RAB SHEET 2 OF 2 SHEETS <br />1 <br />• <br />