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2 0 U 0 x U z a FENCE/HANDRAIL (BY OTHERS) REQUIRED ON TOP OF WALL WHERE EXPOSED WALL HEIGHT EXCEEDS 30" (SEE DETAIL 3 ON SHEET W19) _ _ _ _ _ _ _ _ _ _ _ _ _ _ T_OP_O_F_WALL _ _GR_ADE BEHIN_D_WA_LL 98 T�A---1-------------T---------------------------------------T------1--------------A-------------- 98 97 —D 96 } XL6.00 ft {97 96 95�—R GBj� — _-0—t——------+----------- ------+-- — —-----------+------ :Ea — ----- — — — — — — — —~ — ------ ----- --- 95 — �~ 94 — _ _ I-------r-----EL=9317-----t----- EL=93.83 �— EL=93.83 — 94 93-�------r------I-------r----- r ----- I------T------ -------1------T------F------_Bksi _OFW_A_LL______FINISWEED_G_RA_DEA_T�_A_SE----r93 1-92 O O N fV CM M LO t0 (o (O f` (o (o to O to O O O co to (o (o Co (0 Co to Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q U) U) U) U) to U) (n U) W W (n U) U) Cn U) U) DIAMOND PRO® - ELEVATION VIEW 1 WALL 2 CONTINUED W10 (SCALE: 1" = 5'-0") TOP OF WALL GRADE BEHIND WALL r------r------1------ 98 r------r-----1------T------I------- ------� ------------------ -- ---r--------I------1 L s750--- ----- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----- — — — — — — — — — — — — ----- ------ -- --- — — — — — —Et=9-r.50,- -F98 97 1-97 96 F�.�t�IBASxB1Q3�T�tL� — -- --- .r -- -- - — -- ---- --- --- — �1�lBASzB1QT - 6 00 ft i --- --- --- ---- -- -- — T — — _ ----- — — — MIRAG�I 3 - i 96 95� —BIB— ---- ---------------------_-1—--L----- L-----— 955 T . 94-1_---------- E=93ap-------L--- 7----77------�------F------7----—T ---- 7T PEASOFWALL--4-— --50 S-------�-94 FINH 93J-------— 1-------L--------I------I-------�-----�-------4 E-------1•------- -------4------4-------� --I-------------- — -----LSE-----4-93 LO o t0 0 U-) o - ------ LO ------a——�------� O � o ----- 00 -------=-------I.------�------- LO o V) O ti + 00 00 + + + O + O + O + — + + fV + (V + M + m + + + to + Co (o O Co Co h h h � H H H H H H I- F- I- H H F-F- 07 0) Cn U) Cn 07 Cn 07 U) 07 U) 07 U) 07 Cn ` �� C- . No 6104 70 * jttl� 01} STATE OF�► O R1OhG I� m t�vo\ 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 DIAMOND PRO® - ELEVATION VIEW 2 WALL 2 CONTINUED W10 (SCALE: 1" = 5'-0") LEGEND - INDICATES APPROXIMATE LOCATION X W20 - DETAIL NUMBER OF OUTSIDE ANGLED CORNER NOTE: WX - SHEET NUMBER W20 - INDICATES APPROXIMATE LOCATION 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 PROPOSED SEGMENTAL RETAINING WALLS I I THE OAKS AT PASCO — 1 " - 5'-0" VERIFY THAT THE BAR ABOVE IS1". IF NOT, ADJUST THE ZEPHYRHILLS, FLORIDA SCALE ACCORDINGLY. OLDCASTLE COASTAL TAMPA, FL J. No: AF 19-132 Reviewed By: DJA REVISION DATES (SEE SHEET W1 FOR REVISION HISTORY): Sheet of WALL ELEVATIONS W1 22 Date: 9/19/19 Drawn By: MAH