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2 TOP OF WALL GRADE BEHIND WALL �—----T--- 1�89 eL=assol-------------- 88 — — — — — — — — — — — — — — — — — — — 87 ---{------------- -------86 ---4------- A ---------------+------� 84 EL_83.9� —�~ —r-----,-------r------T- — — — I— —it —,------T------r------7------T----- — — — I ---------------------------------------------------------------SASE-6F� tL --- IPHSHE 83 o 6 O LO o O O r r N Ln N o LM 6 M o Ln O LO LO LO O O O O O O O O O O O O Q Q Q Q Q H H H- H H Q ♦— Q N Q H Q H Q Q H H Q H U) (n U) (D fn fn U) to C/) C/) U) U) 89-r------r------ 1=L=8830----- -------- ------ ----- T------ — — — — — — 88 87� MIRA1Z3f�------_—------ I a 86-------------I-------I------- -- ---—_----- — — — — — — — — — — — — 85 utt — — EL=83.97 — 84T------ r--- 1 ,------ T------ 83-f------�-------�-------�------ LO o r` 00 Ln 00 o rn O O O O GRADE BEHIND WALL r—----rIDPOF-ANA4------� -------r88 87 _ _ _ 1-- 87 86��R---- �„ --- —� 86 I 85 _r 85 84�------I--EL=83.97----1 —�84 83 INISHED dRAflE — �- EOFWALt � 83 o-7AT-BASE—Ln-----a-----LLO LO LO co cfl r r r r U) U) U) U) DIAMOND PRO® - ELEVATION VIEW 3 WALL 6 CONTINUED W17 (SCALE: 1" = 5'4") i C. uyti77 , * No 6104 `* �X*. * Wox STATE OF �XORVO I" II11 DIAMOND PRO® - ELEVATION VIEW WALL 6 (MAXIMUM APPLIED BEARING PRESSURE = 600 (SCALE: 1" = 5'-0") _ 85 —� EL=83— 9- 7 84 }-GRADE AT-BAS— — — — — co (0 + + O O O O IQ— H IQ— H U) fn U) U) o w TOP OF WALL GRADE BEHIND WALL ----- ��------------------------------------------- — -- --------89 Etss.3c— ---- 88 —MQ 3RID 3 L I — I — I --�AQRID 3XL- 500 A. — I — — — � 87 ------I ------}-------F ----- �------+------�-----�-------}-------�— T- 5.00 ft 1 86 ----- ----- ------ ----- ------ ------ ----- — — — — — — — — — — — — — — — — — ------ = 85 — —7— — - — — -----�-----T------7------ - ------------I------L----- ------�-------7---BASE ---------------- �------I------L----- _ FV�L—�T— ------I------ - EL=83.97 84 F+f�FISH rRABEflT E------ ----- ------ �83 o O LO O o LO r r O N LO o N M LO LM o d LO o LO r r r r r r r r r r r a a d d d d d d a d a F- fn fn U) U) U) U U) U 4 DIAMOND PRO®- ELEVATION VIEW 12 2 WALL 6 CONTINUED W17 (SCALE: 1" = 5'-0") ANCHOR WALL ENGINEERING, LLC 5909 BAKER ROAD, SUITE 550 DESIGN ENGINEER: JON C. HUYCK MINNETONKA, MN 55345-5996 FLORIDA REGISTRATION: 61043 PHONE: (952) 933-8855 CERT. OF AUTHORIZATION: 27077 LEGEND - INDICATES APPROXIMATE LOCATION W20 OF OUTSIDE ANGLED CORNER NOTE: X - DETAIL NUMBER WX - SHEET NUMBER - INDICATES APPROXIMATE LOCATION W20 OF INSIDE ANGLED CORNER 1) LOCATIONS OF CORNERS SHOWN ARE APPROXIMATE AND SHOULD BE VERIFIED X _ INDICATES LOCATION - INDICATES REINFORCEMENT LENGTH IN THE FIELD PRIOR TO CONSTRUCTION WX OF SECTION CUT OF THE SEGMENTAL RETAINING WALLS. AND/OR ELEVATION CHANGE Scale: 0 1 PROPOSED SEGMENTAL RETAINING WALLS I I THE OAKS AT PASCO 1" = 5'-0L' VERI THAT THE BAR S1". FT NOT, HEE ZEPHYRHILLS, FLORIDA SCALE ACCORDINGLY. OLDCASTLE COASTAL TAMPA FL Proj. No: AF 19-132 Reviewed By: pA REVISION DATES (SEE SHEET W1 FOR REVISION HISTORY): Sheet of WALL ELEVATIONS W17 22 Date: 9/19/19 Drawn By: MAH