|
41(4• POST,
<br />TYP.
<br />2'X6• DECKIAG,
<br />TIP.
<br />JO,STCSADDLE
<br />FASTEN TO JOIST
<br />AND BEAM, TYP.
<br />LAA
<br />T
<br />0
<br />2'"Xr R11. TYP.
<br />2X10 ,101ST
<br />SPLICE. TYP.
<br />2)(10' MGT
<br />BLOCKING TYP.
<br />4 \ 7te- 21(10• JOIST,
<br />TYP.
<br />`-1/2' 0 CARRIAGE
<br />BOLT ASSEMBLY. TYP.
<br />4'-0' O.C. POST SPACING, TYP.
<br />8'-0' O.C. HEUGL PER SPACING, TAP.
<br />TYPICAL BOARDWALK ELEVATION
<br />"�- CCARIAGE BOLTED
<br />LEDGER BEAM. TIP.
<br />BEAM SEAT
<br />BRACKET, SEE
<br />HELICAL PER
<br />3/4_1' -0•
<br />(4) rX,rS. CARRIAGE
<br />BOLTED LEDGER BEM/
<br />TYPICAL BOARDWALK PLAN
<br />3/4' -i1,
<br />M
<br />1�
<br />to
<br />1 S/4
<br />4 1/4'
<br />4X4” POST. TYP.
<br />(NOTCH DEIDONG FOR
<br />POST, TYP.)
<br />"' •
<br />I 1 rxr DECK.
<br />p I TV.
<br />rX10'
<br />EI0074a,
<br />2'X10'
<br />TIMBER PAINTER/
<br />EDGER TYP. EA
<br />SIDE
<br />L
<br />SPLICE: TYP.
<br />_}
<br />1;
<br />-.
<br />1
<br />MI
<br />1.IIIIIIMIIIIIMMIIIII
<br />ral11
<br />11
<br />11111
<br />-0.
<br />• `2
<br />-0• •
<br />2, -0•
<br />2, -0, • 1, -0�
<br />--
<br />..
<br />__. ----
<br />-- -- --
<br />_
<br />--
<br />JOIST SADDLE, j
<br />,a © 1/2 • CARRIAGE.-
<br />�
<br />BOLT ASSEMBLY,
<br />TAP.
<br />--
<br />,
<br />4X4
<br />POSTS.
<br />TAP.
<br />:t
<br />--
<br />.
<br />2X10IIII
<br />' JOIST
<br />SPLICE. TAP.
<br />I�
<br />hil&.
<br />TYPICAL BOARDWALK PLAN
<br />3/4' -i1,
<br />M
<br />1�
<br />to
<br />1 S/4
<br />4 1/4'
<br />41(4• POST.
<br />TYP.
<br />2•X6• RANI. J
<br />i TYP. it
<br />• 1' -5 1/r 1' -5 1/2• 1' -5 1/2 1' -5 1/2 1' -5 1/2
<br />\
<br />4 1,
<br />I 1 rxr DECK.
<br />p I TV.
<br />rX10'
<br />EI0074a,
<br />2'X10'
<br />TIMBER PAINTER/
<br />EDGER TYP. EA
<br />SIDE
<br />L
<br />SPLICE: TYP.
<br />_}
<br />1;
<br />-.
<br />1
<br />\,7
<br />ral11
<br />11
<br />11111
<br />-0.
<br />• `2
<br />-0• •
<br />2, -0•
<br />2, -0, • 1, -0�
<br />--
<br />..
<br />__. ----
<br />-- -- --
<br />_
<br />--
<br />JOIST SADDLE, j
<br />,a © 1/2 • CARRIAGE.-
<br />�
<br />BOLT ASSEMBLY,
<br />TAP.
<br />--
<br />17th MAGNESIUM BAG ANODE
<br />CONNECTED TO HELICAL PER SHAFTS, 1
<br />ANODE PER 2 SHAFES, TAP.
<br />TYPICAL BOARDWALK SECTION
<br />4•
<br />2X10' JO6T
<br />FASTENED TO JOIST
<br />SADDLE, TYP.
<br />(4)2X12 •S LEDGER
<br />BFi1M. TYP.
<br />BEAM SEAT
<br />BRACKET, SEE
<br />1EUOIL PER
<br />111111111=111 11
<br />MINI =II IMMO
<br />•I►�,i■I_. II I 1ll7MI
<br />alsr. asmlo=====»eas- leer.
<br />II1=11I 11111111111111111" A1I
<br />MI•M i-1M1 111
<br />111 _ Im __ 11
<br />-
<br />NEUCAL PER, TYP.
<br />BETwm+ �JOSTS TAP.
<br />I��1� — i- +�+11 JOST SADDLES W/ 118' BEND
<br />I•�i ,1111111111 FA51EN TO JOIST AID eEAM6
<br />1I�-I�II�_.1 1111 -, TAP. sIMMMAR 10 s/lA4
<br />�1��1�1���1��1�
<br />rn• i . OIV Mlle I� FASTEN 8•X24', 1/4• THICK
<br />I■- ;���' �'� ANGLED GALV. STEEL SPUCE
<br />`'
<br />PLATE W/ NOTES AT TlOI
<br />■.�Ia�Y *��J�, JOST N1FRSECIION. TAP.
<br />•I1�1�_�I��1'�•��i �,'y�
<br />III •` V d 7 ,w•
<br />�1.�1.1�.��,�i�.�� ■ !%!!�l.•.
<br />11111111W 'V,. ir 11,
<br />74166,14% % • it
<br />••ii-r.46 .........,/ a"...
<br />. fif 14* •
<br />4%r jr, ''.... 4V4r
<br />..,; //**•14 I
<br />* . ig. • ,x0°'►,._
<br />.
<br />•*** .....
<br />..
<br />BOARDWALK CORNER PLAN
<br />2X6• RAIL.
<br />TYP.
<br />4'X4• POST,
<br />TYP.
<br />NOTE:
<br />11115 SECTOR TO BE USED 0 DITCH
<br />CROSSING & ONE SECTION ADJACENT,
<br />EACH WAY, TOTAL -3 MODULES.
<br />ELEVATION SWIM TO 1/LA3
<br />•
<br />N
<br />2'X6• DECK. 2•X10•
<br />TYP. SAUCE.
<br />m m CM
<br />' 21(,0" '
<br />BLOC,(NG.
<br />TAP.
<br />BOARDWALK SECTION AT WATER CROSSING
<br />3/4•■1• -0'
<br />BOARDWALK END SECTION PLAN
<br />1 /2• -1. -0.
<br />gd,
<br />BDARDWMK DECK. ABUTMENT
<br />TOP, CONC. PAVERS. AND
<br />DRIER ER PUNTER TOP, FLUSH
<br />eo,a
<br />0. ���I■■
<br />2X10 JOISTS FASTENED TO 2X6
<br />WI
<br />—111 —
<br />1 =111__
<br />.•
<br />•
<br />15'.0 12'
<br />µ1,. 0 12'
<br />15 DOWELS , HVERT 1 ORIZONT L)
<br />—I
<br />11-!4'. ° ,r -�
<br />I — /3'. 0 1n111=11
<br />I 1I ,111 =Ti =iii 11111=
<br />1II�
<br />— ELE.V+. 8-8331
<br />III
<br />12' COMPACTED CLASS)
<br />5 AGATE
<br />COMPACTED STABLE
<br />SUBGRADE. TN. —�
<br />111 nTiI l I i_I� III -III =I
<br />1_ 111=111 - 11111
<br />U LA3CONCRETE ABUTMENT SECTION
<br />3/4' -i' -0'
<br />GENERAL NOTES:
<br />1. ALL CON/E:CTgN6 NOT NOTED SHALL BE W/ Sa1EWS.
<br />2. ALL HARDWARE. CONNECTIONS, ETC. SAKI J. BE HOT DIPPED GALVM1TED OR
<br />STAINLESS STEEL
<br />DESIGNED
<br />RLG
<br />DRAWN
<br />OMM
<br />CHECKED
<br />R G
<br />I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION, OR REPORT
<br />WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND
<br />THAT I AM A DULY U•2 SED DSCAPE ARCHITECT UNDER THE
<br />LAWS OF THE � '• N =f A.
<br />SIGNATU s / :+� DATE JUNE S. 2002
<br />PRINTED NAM �!. �I UC. NO.: 1
<br />TSDA
<br />E>ao1aElDZS•ARCIf TEC75•PlAR0ER5
<br />OM i•in wv u. ANaa.a.
<br />A10 AINOOAYn SCOVSNAfm
<br />SOO P... 1061110Y.
<br />BIRCH PARK TRAIL
<br />CITY OF LINO LAKES
<br />LINO LAKES, MINNESOTA
<br />DETAILS
<br />COMM. NO.
<br />12474 -01
<br />DRAWING NO.
<br />?
<br />in
<br />coNCTaTE
<br />Aa JTMENrf
<br />e \1
<br />LA4
<br />B-0'
<br />M
<br />TIMBER PAINTER/
<br />EDGER TYP. EA
<br />SIDE
<br />L
<br />i
<br />_}
<br />1;
<br />-
<br />-' -pig-
<br />y-
<br />_
<br />ral11
<br />11
<br />11111
<br />--
<br />- -•
<br />-- -
<br />- --
<br />- Blb(7Q1G,
<br />-_ ,/__:__
<br />- - --
<br />--
<br />..
<br />__. ----
<br />-- -- --
<br />_
<br />--
<br />____.__.__
<br />= _--
<br />_
<br />- - - „.-
<br />--
<br />,
<br />4X4
<br />POSTS.
<br />TAP.
<br />BOARDWALK END SECTION PLAN
<br />1 /2• -1. -0.
<br />gd,
<br />BDARDWMK DECK. ABUTMENT
<br />TOP, CONC. PAVERS. AND
<br />DRIER ER PUNTER TOP, FLUSH
<br />eo,a
<br />0. ���I■■
<br />2X10 JOISTS FASTENED TO 2X6
<br />WI
<br />—111 —
<br />1 =111__
<br />.•
<br />•
<br />15'.0 12'
<br />µ1,. 0 12'
<br />15 DOWELS , HVERT 1 ORIZONT L)
<br />—I
<br />11-!4'. ° ,r -�
<br />I — /3'. 0 1n111=11
<br />I 1I ,111 =Ti =iii 11111=
<br />1II�
<br />— ELE.V+. 8-8331
<br />III
<br />12' COMPACTED CLASS)
<br />5 AGATE
<br />COMPACTED STABLE
<br />SUBGRADE. TN. —�
<br />111 nTiI l I i_I� III -III =I
<br />1_ 111=111 - 11111
<br />U LA3CONCRETE ABUTMENT SECTION
<br />3/4' -i' -0'
<br />GENERAL NOTES:
<br />1. ALL CON/E:CTgN6 NOT NOTED SHALL BE W/ Sa1EWS.
<br />2. ALL HARDWARE. CONNECTIONS, ETC. SAKI J. BE HOT DIPPED GALVM1TED OR
<br />STAINLESS STEEL
<br />DESIGNED
<br />RLG
<br />DRAWN
<br />OMM
<br />CHECKED
<br />R G
<br />I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION, OR REPORT
<br />WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND
<br />THAT I AM A DULY U•2 SED DSCAPE ARCHITECT UNDER THE
<br />LAWS OF THE � '• N =f A.
<br />SIGNATU s / :+� DATE JUNE S. 2002
<br />PRINTED NAM �!. �I UC. NO.: 1
<br />TSDA
<br />E>ao1aElDZS•ARCIf TEC75•PlAR0ER5
<br />OM i•in wv u. ANaa.a.
<br />A10 AINOOAYn SCOVSNAfm
<br />SOO P... 1061110Y.
<br />BIRCH PARK TRAIL
<br />CITY OF LINO LAKES
<br />LINO LAKES, MINNESOTA
<br />DETAILS
<br />COMM. NO.
<br />12474 -01
<br />DRAWING NO.
<br />
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