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5021 HARBOR LN 2016-01-01 MF Import
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5021 HARBOR LN 2016-01-01 MF Import
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Last modified
5/8/2017 2:23:42 PM
Creation date
2/20/2017 10:40:09 PM
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Address Document
Street Name
HARBOR LN
Street Number
5021
Imported From Microfiche
Yes
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04/24/199� 9��i 2863374EB2 Tu�` �� . �-+'�;, �_:. x <br />' �F. . <br />� . • r : s; ' . <br />. • . Rot4trv Dttnrl.';/�•.:rir:ntinn,t <br />✓ohn.,tu� R�rsirG ��:: <br />E�+amu. W:�. <br />B. <br />2. 12„rk l' <br />9S-f470 ��:� � ` <br />_�. �. <br />:.::.-: �" `w <br />Ruck �I;i; �mcnt should be a� per Rrx:iFnry netaiL Tt Rhall n�t he p��ihlc <br />to mu�•r il�e large siud rocka (4 co 6 man rocks) with a pry bvr. It thae <br />rocks c:u� be moved, We roekery should aot be eonsidered npable of <br />testrainin¢ any �iiniflcant laternl loads. <br />Rocke�ti� Con:�truction <br />l. .tiJnnilnri►tp <br />All rocker,es constructed over eight (8) feet in height sl�all be periodic�Uy <br />"in;ipec:ted by a ropresentadve of the geotechnicel engineu during <br />conat�•�.�c� ��n The purpose of the inspections shall be to inwre complianee <br />with ;he ;e�commendations and specitications of the geotechttie,�l [eport. <br />On c,>m��iction of the rockery, !he geotechnical engineec shell aubmic <br />copie� ct' d�e field reports �long wich a ftnal rcpnK summarizing rockery <br />wn�liu�t•un <br />2. It���: � � e <br />A ke�•�xa� consisting of i <br />tti�ent�: li��r• (24) inches in <br />rockcr}, :md inclined bac <br />shall hm :iu4 as wide as <br />sub��:�dc ••hall be flrm anc <br />geotec:hni,:il engincer. <br />shallow trench of between eighteen (18) and <br />depth, shell be constructed the full Irngth of the <br />; slighdy towards the face being procected. dt <br />the rockery including drainage. The keyway <br />contitmed acccptuble by u represeMative of the <br />. : a :'i�ij . , •. <br />O�i cnmpletion of keyway excavation, a shallow ditch or trench, <br />aFpro�irt�,ncly twelve (12) inches wide and daep, shall be du6 along the <br />re�r edgc :�f the keywuy. A minimum four (4) inch perforaccd PVC drein <br />pi�e s�iaA h� placed in the trench, bedded end surrounded by a minimum <br />l8" ��f �.,,.hed 5/8" minus pea grevel wrapped in a high strength, durable <br />filter �'at�r:�• This drainage pipe shall be instelled with a minimum 1'/o grode <br />towani �!•�• poinc of dischargc. <br />II GES, Inc. <br />
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