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TOP OF WALL <br />GRADE BEHIND WALL <br />W <br />W <br />91 <br />Q1 <br />90 <br />90 <br />BQ ------ <br />- - <br />- - - ------T------�-- <br />89 <br />- <br />88 -�LA7--------�------�------L------- <br />----�------------ <br />- <br />88 <br />- - - - <br />- <br />- - - <br />- - - <br />RA-EDE-A-ATT DA6 <br />- OF-WAL-L- <br />-------------�--------------------- <br />------ <br />87-- <br />_____�______�_____ <br />_____ <br />_____ <br />87 <br />0 <br />o <br />� <br />C14 C14 <br />C4) ce) <br />LO <br />LO <br />C� <br />C, <br />0 <br />o <br />0 <br />o o <br />o o <br />o <br />o <br />o <br />o <br />� <br />DIAMOND PRO" ' ELEVATION VIEW <br />WALL 4 (MAXIMUM APPLIED BEARING PRESSURE <br />TOP OFWALL <br />GRADE8EH|NDV�LL <br />QOSO <br />8S <br />8Q <br />88-L-LL.=a u. - <br />-L-----�------I----���- <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />�88 <br />L <br />87-L_-����� <br />L � l L <br />_ <br />______-L______L______1______L______L______J______�______ <br />-_____- <br />______J-87 <br />86----- ----- <br />----- ----- ----- ----- ------�-----�------ <br />----- <br />----- <br />----- <br />----- <br />----- <br />----- 86 <br />) (� � o <br />� <br />0 <br />� <br />� <br />� <br />o <br />� <br />o <br />LO <br />� � <br />� � � <br />� <br />DIAMOND PROO'ELEVATION VIEW <br />QRADEBEHIND V�LL <br />8O � <br />� <br />� <br />� <br />-T��C� <br />Q0 <br />Is <br />r� <br />89 <br />89 <br />88--------I <br />- - - <br />- - - <br />I------�-------�------I------ <br />I------ <br />I ------I <br />- - - - - <br />------I------I---------------88 <br />LLm2___L_____�______L______L_____�______I______L_____�______L______L__ <br />_��______L______L____--� <br />���� <br />87 <br />L------�-----�------ <br />------I------ <br />------ <br />------ <br />------- <br />------�-B@EOF <br />--`�RN��B�� <br />-�-� <br />E�F��E--�------�------�- <br />---- <br />87 <br />8O----- <br />----- <br />----- <br />----- <br />----- <br />----- <br />----- <br />----- <br />----- <br />----- <br />----- <br />-----�-----��----- <br />----- <br />DG <br />� <br />�� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />�� <br />o <br />�� �- <br />� <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />w <br />~^ c^ <br />04 <br />N <br />w <br />������o�� WALL ����U����U�o� | �� ANCHOR '-' ' '- --- ENGINEERING, --- <br />59mBAKER ROAD, SUITE mm DESIGN ENGINEER: JOwu*ovox <br />M/wwsrowm\Mwnm45-oo96 FLORIDA REGISTRATION: o1mm <br />PHONE: (952) 933-8855 CERT. OF AUTHORIZATION: 27077 <br />DIAMOND PROO'ELEVATION VIEW <br />1) LOCATIONS OF CORNERS SHOWN ARE Id's\ <br />APPROXIMATE AND SHOULD BE VERIFIED At** X <br />IN THE FIELD PRIOR TO CONSTRUCTION <br />OF THE SEGMENTAL RETAINING WALLS. <br />VERIFY THAT THE BAR ABOVE <br />IS 1". IF NOT, ADJUST THE <br />SCALE ACCORDINGLY. OLDCASTLE COASTAL <br />Reviewed By: I DJA <br />Drawn By: I MAH <br />DETAIL NUMBER <br />SHEET NUMBER <br />INDICATES LOCATION <br />OFSECTION CUT <br />' <br />INDICATES APPROXIMATE LOCATION <br />OFOUTSIDE ANGLED CORNER <br />' <br />INDICATES APPROXIMATE LOCATION <br />OFINSIDE ANGLED CORNER <br />INDICATES REINFORCEMENT LENGTH <br />AND/OR ELEVATION CHANGE <br />PROPOSED SEGMENTAL RETAINING WALLS <br />THE OAKS ATPASCO <br />ZEPHYRHILLS.FhORIDA <br />REVISION DATES (SEE SHEET W1 FOR REVISION HISTORY): <br />TAMPA, FL <br />Sheet of <br />WALL ELEVATIONS |W1 2 1 22 <br />