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LAI <br />TOP OFWALL <br />91-r------r-----------r— <br />QO <br />8Q —T— <br />—GRADEBEH|NDVVALL <br />-- 91 <br />QO <br />88--------I <br />— — <br />— — — - J------- <br />L------ <br />L______�____—�J�O�___�______ <br />87 <br />-L------�------�------��------ <br />86 ----- <br />----- <br />----- <br />— — — — — — <br />N <br />04 <br />04 <br />C%j <br />m <br />w <br />m <br />m ' <br />T�� — <br />S1-r-- --r-- <br />SO <br />----- <br />89 <br />— — — — <br />8D <br />------------� <br />--c-FI <br />---�-----�------�------L----- <br />------�-87 <br />_____-�______4-�aEL�mA���____�� <br />��—___�-_____-�______�______�_______�______- <br />— — — — — ----- <br />----- ----- ----- ----- <br />----- <br />----- <br />----- <br />----- <br />— — — — — 88 <br />N C14 C4 <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />DIAMOND PROO - ELEVATION VIEW <br />ri-'� WALL 4 (CONTINUED) <br />GRADEBEHIND WALL <br />Q1 <br />89 <br />89 <br />88_���y����� _�_ <br />__��__ ______ <br />�� <br />� _____ <br />� _��__� <br />� ��____ <br />L _____ <br />� ����__ <br />l ______ <br />L _____ <br />� __�___ <br />l ______ <br />L <br />� <br />LL� <br />— <br />------ ----- ------ ------ <br />----- ------ <br />_____ <br />__ _�����88 <br />_____o��~�-___~_���e���/����__ <br />_____ <br />______�______�_____�______4__----�-------�------�------�-------�------�- <br />------ <br />----- <br />------ <br />87 <br />86 <br />— — — — — ----- <br />------�------ <br />� � <br />----- <br />----- <br />----- <br />----- <br />----- <br />----- <br />----- <br />----- <br />----- <br />----- <br />----- <br />DO <br />ON! <br />04 <br />co <br />� <br />to <br />(0 <br />CD <br />I- <br />� <br />Cf) <br />Cl) <br />M ", <br />m <br />CO <br />(n <br />ce) <br />CO <br />w <br />co <br />c) <br />co <br />m <br />ce) <br />vv <br />U) <br />w w <br />w <br />w <br />w <br />U) <br />po <br />w <br />m <br />U) <br />m <br />m <br />m <br />U) � <br />DIAMOND pR«O'ELEVATION VIEW <br />TOP OFWALL <br />GRADE BEHIND WALL <br />91 <br />91 <br />90 <br />90 <br />89 <br />89 <br />88LL <br />l_ <br />L_ <br />_______ <br />_____- <br />88 <br />L----- <br />� ------� <br />------L <br />-----� <br />------1 <br />------L -----� ------� <br />------L <br />----- <br />�87— <br />���E�y,B��'-87�______�______�_____�______�______�_____�______�______�_____� <br />J� <br />_ <br />�__c___LE� <br />___________ <br />86 — — — — — <br />----- <br />----- <br />----- <br />----- <br />----- <br />--I — <br />o to <br />_____ <br />_____ <br />_____ _—___ <br />_____ _____ <br />86 <br />.- <br />00 <br />00 <br />�) <br />0) <br />C14 <br />C14 <br />co m <br />LO <br />� <br />ce) <br />cf) <br />co <br />ho <br />U) <br />U) <br />6o <br />U) <br />(n <br />U) <br />U) (n <br />U) <br />U) <br />U) U) <br />U) <br />U) <br />DIAMOND PROw' ELEVATION VIEW <br />No 6104 <br />Au <br />STATE OF <br />A����o��� WALL ����|����U��� U h� - ANCHOR - --- ENGINEERING, _-- <br />590BAKER ROAD, SUITE em DESIGN ENGINEER: Jowc. Huvow <br />wnwwsrowmA,mw5mw5-omm FLORIDA REGISTRATION: o1mm <br />1) LOCATIONS OF CORNERS SHOWN ARE <br />APPROXIMATE AND SHOULD BE VERIFIED At# X <br />IN THE FIELD PRIOR TO CONSTRUCTION WX <br />OF THE SEGMENTAL RETAINING WALLS. 'NV <br />VERIFY THAT THE BAR ABOVE <br />SCALE ACCORDINGLY. <br />___ <br />' DETAIL NUMBER <br />' SHEET NUMBER <br />OFOUTSIDE ANGLED CORNER <br />INDICATES APPROXIMATE LOCATION <br />OFINSIDE ANGLED CORNER <br />' INDICATES LOCATION INDICATES REINFORCEMENT LENGTH <br />OFSECTION CUT ' <br />AND/OR ELEVATION CHANGE <br />PROPOSED SEGMENTAL RETAINING WALLS <br />THE OAKS ATPASCO <br />ZEPHYRH|LLS.FLORIDA <br />REVISION DATES (SEE SHEET wnFOR REVISION *mTORv): <br />TAMPA, FL <br />Sheet I of <br />WALL ELEVATIONS | | <br />/���/ 22 <br />