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FFN[:F NC1TF�• <br />7° <br />FINISHED <br />GRADE <br />De <br />,HUYC� �� � <br />NO 6104 <br />01 * 4f <br />�4►_ STATE OF <br />BASE LEVELING PADv" ,v� ` <br />DIAMOND PRO® <br />1 TYPICAL STEP-UP DETAIL <br />W19 (NOT TO SCALE) <br />2'-0" <br />I FILTER FABRIC (TYP) <br />f� I <br />L REINFORCEMENT LENGTH 1 <br />r-�- I <br />-12 INCHES OF FREE I <br />I DRAINING AGGREGATE I <br />1 <br />LSEOSYNTHETIC REINFORCEMENT I <br />--------------- 1 <br />r 6" MINIMUM COMPACTED I <br />I GRANULAR BASE I <br />L I <br />LEVELING PAD <br />• GEOGRID TO BE PLACED BELOW SECOND COURSE <br />FROM TOP. <br />• CUT "X" PATTERN IN GEOGRID AT VOIDS TO ALLOW <br />CONCRETE TO FILL THIRD COURSE. <br />• TOP 3 COURSES TO BE FILLED WITH 3000 PSI <br />CONCRETE. <br />• HANDRAIL CONTRACTOR TO DETERMINE THE <br />MINIMUM ANCHOR SIZE AND TYPE. <br />• CENTER OF POST SHALL BE NO LESS THAN 6" FROM <br />THE FACE OF THE TOP COURSE (NOT FROM THE <br />FACE OF THE CAP). <br />• CORE DRILLED POST EMBEDMENT SHALL BE NO <br />LESS THAN 1'-0" FROM TOP OF CAP. <br />• ALTERNATE ANCHORAGE TO HAVE EQUIVALENT <br />EMBEDMENT NO LESS THAN V-0" FROM TOP OF CAP. <br />•OPTIONAL: USE VISTA BLOCK FOR TOP COURSE IN <br />AREAS WHERE BACK OF BLOCK WILL BE EXPOSED. <br />Wos = WIDTH OF OVERSIZING 1 <br />De DEPTH OF EXCAVATION 1 <br />L = LENGTH OF GEOSYNTHETIC REINFORCEMENT <br />Wos=(2"DO+L+6" <br />Wos <br />DIAMOND PRO® <br />2 1:1 EXCAVATION OVERSIZING <br />W19 (NOT TO SCALE) <br />ANCHOR WALL ENGINEERING, LLC <br />5909 BAKER ROAD, SUITE 550 DESIGN ENGINEER: JON C. HUYCK <br />MINNETONKA, MN 55345-5996 FLORIDA REGISTRATION: 61043 <br />PHONE: (952) 933-8855 CERT. OF AUTHORIZATION: 27077 <br />Scale: <br />AS SHOWN <br />Proj. No: AF 19-132 <br />Date: 9/19/19 <br />CUT GEOGRID IN "X" PATTERN <br />TO ALLOW CONCRETE TO FILL <br />LOWER VOIDS <br />I I <br />VERIFY THAT THE BAR ABOVE <br />IS 1". IF NOT, ADJUST THE <br />SCALE ACCORDINGLY. <br />Reviewed By: I DJA <br />Drawn By: I MAH <br />TOP 3 COURSES $ TYP. <br />FILLED W/ 3000 <br />PSI CONCRETE +�J <br />ENSURE THAT CONCRETE <br />FILLS VOIDS IN AND BETWEEN <br />BLOCKS ON ALL COURSES <br />FENCE POST AND ANCHOR <br />HARDWARE BY OTHERS (CORE <br />DRILLING IS ACCEPTABLE) <br />— DRAINAGE <br />AGGREGATE <br />WRAPPED IN <br />FILTER FABRIC <br />GEOGRID LAYERS AS <br />REQUIRED PER <br />ENGINEER'S DESIGN <br />— DIAMOND PRO® <br />3� FENCE/HANDRAIL ON TOP OF WALL (WALL 2 ONLY) <br />i i i 1ST COURSE BELOW GRADE <br />FINISHED r--- J.___T--_J.--- T___J.--- T___l--- T--- 1___I <br />GRADE i i i i i 1 2ND COURSE BELOW GRADE <br />L-------- .-------- ------- 1-------- ------- J <br />SPACING VARIES <br />50' MAXIMUM <br />DIAMOND PRO® <br />4 DAYLIGHT DRAINTILE THROUGH WALL <br />W19 (NOT TO SCALE) <br />PROPOSED SEGMENTAL RETAINING WALLS <br />THE OAKS AT PASCO <br />ZEPHYRHILLS. FLORIDA <br />REVISION DATES (SEE SHEET Wt FOR REVISION HISTORY): <br />Sheet I of <br />TYPICAL DETAILS I W19 I 22 <br />