NOTE: SOIL BERMS AND DRAINAGE SWALES SHALL BE CONSTRUCTED AS NECESSARY TO PREVENT SURFACE WATER FROM OVERTOPPING WALL FACE DURING AND AFTER CONSTRUCTION.
3.3' (MIN. PER AASHTO)
6" (MIN.) IMPERVIOUS FILL
DIVERT RUNOFF AWAY FROM / AROUND WALL
PROPOSED CURB (BY OTHERS)
GUIDE RAIL (REQUIREMENT FOR GUIDE RAIL AND LOCATION IS TO BE DETERMINED BY THE CIVIL SITE DESIGNER.)
PERMANENT PEDESTRIAN FENCE POST SECURED IN CONCRETE (CORE DRILL 6" MAX. HOLE THROUGH BLOCK)
24" FREESTANDING UNIT (TYP.)
1 02/21/24 ISSUE FOR CONSTRUCTION
TEMPORARY SAFETY FENCE SHALL BE INSTALLED MEETING CURRENT OSHA STANDARDS UNTIL PERMANENT FENCE (DESIGNED AND PROVIDED BY OTHERS) IS INSTALLED. EES IS RESPONSIBLE FOR THE REINFORCED EARTH STRUCTURE ONLY. ALL SAFETY RESTRAINT SYSTEMS (FENCES, GUARDRAILS, BALLARDS, ETC.) SHALL BE DESIGNED BY THE CIVIL SITE DESIGNER. THE PERMANENT FENCE IS TO BE 42" MIN. HEIGHT, SHALL HAVE NO OPENING THAT CAN PASS A 4" SPHERE, AND THE FENCE MUST BE ABLE TO WITHSTAND A 200 LB. LOAD AT 42" ABOVE GROUND PER DEKALB COUNTY.
ALL IMPROVEMENTS TO CONFORM TO FORSYTH COUNTY CONSTRUCTION STANDARDS SPECIFICATIONS, LATEST EDITION. NOTIFY FORSYTH COUNTY INSPECTOR 24 HOURS BEFORE THE BEGINNING PHASE OF CONSTRUCTION - (770) 781-2165.
REVISION / ISSUE
NOTE: CONSTRUCTION VERIFICATION OF THE WALL INSTALLATION BY AN ENGINEER IS REQUIRED AND MUST BE PROVIDED BY A KNOWLEDGEABLE GEOTECHNICAL ENGINEER FAMILIAR WITH REDI-ROCK STRUCTURES.
42" MIN. 3.5 + OZ. NON-WOVEN GEOTEXTILE FABRIC
SJC/MBC 1.0' MIN.
FMR
28" STANDARD UNIT (TYP.)
LGP 02/21/24 AS NOTED 24" MIN. 5.0' (MIN. PER AASHTO)
OLDE ATLANTA CLUB HOA
FREE DRAINING #57 STONE BACKFILL PLACED 1'-0" MIN. BEHIND WALL
41" HOLLOW CORE UNIT (TYP.)
6920 OLDE ATLANTA PKWY SUWANEE, GA, 30024 TEL: (678) 471-5287
RETAINED ZONE
52" XL HOLLOW CORE UNIT (TYP.)
TYPICAL FENCE POST/GUARD RAIL INSTALLATION
ENGINEERED EARTH SOLUTIONS, LLC
NOT TO SCALE
441 CREEKSTONE RIDGE WOODSTOCK, GEORGIA 30188 TEL: 770-592-2950 EMAIL: ENGINEERING@EESOLS.COM ENGINEEREDEARTHSOLUTIONS.COM
18.0' MAX. 96" XL HOLLOW CORE UNIT (TYP.)
4.0°
REDI-ROCK MIDDLE UNIT
18"
REDI-ROCK BOTTOM UNIT
REDI-ROCK BOTTOM UNIT
REDI-ROCK BOTTOM UNIT
6"
1.0' MIN.
REDI-ROCK BOTTOM UNIT
REDI-ROCK MIDDLE UNIT
45° LEVELING PAD 12"
TYPICAL LEVELING PAD STEP NOT TO SCALE FINISHED GRADE EMBEDMENT VARIES (SEE ELEVATION VIEWS)
LEVELING PAD (SEE DETAILS)
FOUNDATION ZONE
TYPICAL CROSS SECTION NOT TO SCALE
4" PERFORATED DRAIN PIPE (HDPE) TO RUN ENTIRE LENGTH OF WALL OUTLET AROUND EACH END OF WALL.
THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF MATERIALS WHICH ARE PROPRIETARY. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS OR CHANGE IN STRUCTURE GEOMETRY WILL INVALIDATE THIS DESIGN. THIS DRAWING IS BEING FURNISHED FOR USE ON THIS SPECIFIC PROJECT ONLY. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE CONSENT OF ENGINEERED EARTH SOLUTIONS, LLC. THIS DRAWING, DESIGN NOTES, AND ASSOCIATED CALCULATIONS HAVE BEEN PREPARED BY ENGINEERED EARTH SOLUTIONS, LLC. FROM INFORMATION PROVIDED BY OTHERS. FINAL DETERMINATION OF THE SUITABILITY OF ANY INFORMATION CONTAINED HEREIN IS THE RESPONSIBILITY OF THE USER. COPYRIGHT © 2024 ENGINEERED EARTH SOLUTIONS, LLC.
GEORGIA
TEMPORARY BACKCUT TO BE APPROVED BY ON-SITE GEOTECHNICAL ENGINEER
46"
FORSYTH COUNTY
23"
OLDE ATLANTA CLUB
23" OFFSET EVERY COURSE TO ENSURE RUNNING BOND PATTERN
DETAIL SHEET
RR3 4
Z24-0030