Loading...
HomeMy WebLinkAbout6 Eider Street - Stone Retaining Wall 2'WALL ?�4 r t,`,t.'`'* ..ti�i PiTCH AW DA Tfo az A. 53C2 '� v ;`, z X SAI:. 13 - - 2: STONE ,Jfy T_3 --FILTER-FABRIC- -L r CRUSHED -STONE------{ 1 k= --i- ---COMPACTED 48,0, 'aE CO �r 655 x _-20 4O.vJ: GQC4G0 X n LOAM AND VEGETATE 40.00 23.33 l 06 4J.jS' .R ( } }} ONE TON 7 e I _ ONE�TON TOE STONE i5 ✓ d -, x8.90It e. PITCH AWAY FROM,,, FOUNDATION;i: •}, +11x 12 V t J sy 1 l7.Ll1 ' 1-76 -/ 52.97 l „r, ,.. �_ EX,STIivG .• - .�,� nk. J l Z t�T�vE r8 C0 ©AM AND -VEGETATE _---. STONE —' Orvt lUry 7Ur swn� _T -r-- OC --T-- -- t �1, � , :y � .- ,:B:OC � ,_ __:_'_ -------=-•---1 . '.- ONE TON TOE STONE' „,_ __�_ •-�EXf$TiNG_GR75DE'_" 1 -- ---- — �S. '0i--- -- 1a 5'..rooP=EL X47 # - - - �_EXl$71NG-(RADE—_- R , �� 4 -STONE' - - �^ l x -2-STONE -- n - - - -- , i R 46.59 3 G...v - _7L1ER_FABRI FABRIC - — - - 0n' --FiLTE��- � GEr-- -- Imo- - --r 26.00i — --- -i '- PLAN NOTES: ---GOIL 100 The scope of this prokct includes the removal of the existing stone retaining wall and the construction of a atone retainingwall across the properties, as shown on the plan, : - (1Q( •; :`Joining -the stone'retolning walls for continuous retention of she bank on' he easterly - '=------=--------_� f _ "portion of the ro eties. O:nr zO.iC' • �0 0,0 ` P p Supply waterproofing of northeast and southeast foundation as required. ���� SCALE: 1' = 20' The existing stone retaining wall to be dismantled and reconstructed as shown on the plan. Any fill material required shall be clean compacted coarse sand brought 'Onto site by Contractor. SECTIONS - . -- Filter doth shall be of Mlrofi 600X, orequol, as, approved by the Engineer. The filter cloth shall be placed in one layer on top of the graded slope of the bank, and beneath the toe . atones and beneath the rock apron. The filter cloth shall be overlapped at least 3 feet. Ends of filter.cloth shall not butt each other. °°�C"�q a "�ryt'a The 'armour stone' shall beb equipment ment onto the bank. The rock shall not be dumped onto the bank." P Y u1 c q P Each stone shall be chosen and placed Into position by equipment In'order to .interlock with adjoining stones. edOHN A '. Each atone shall be adequately topped..,and keyed intoproper seating to insure tight stable fit; flN.i.O before another stone Is added. :Stones not properly stacked so as .to securely Interlock, upon 33111> ' '"-t00V8YA O ` SST�6 . : the Engineer's judgment, shall be removed and replaced to the Engineers satisfaction, uddf Crushed stone for gravel apron to be minimum of 2'.deep, and bottom of gravel"apron to pitch downward ++ '- with a 1:12 slope along southeast foundation. The Contractor, shall rovide clean flit, coarse compacted sand, as required behind the stone retaining wall and the existing bank, as required in.order:to provide a maximum of a t-1/2:1'slope :from the back of the retaining wall to ' ' the edge of the soorped bank. Four inches of loom to be placed over shaped bank surface. - © CEC 1999 D t rb d s at the to of the retainin wall to be planted with vegetation Indlgenous to the environment, s u a area p g C15 042