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� � <br /> : - NOTES: <br /> 1. THE SECTION SHOWN IS A REPRESENTATIVE WALL SECTION. THE WALL HEIGHTS, <br /> ' ELEVATIONS, & GRID LENGTHS VARY ACCORDING TO THE WALL ELEVATION AND <br /> SITE PLAN RESPECTIVELY. <br /> �. UPON EXCAVATION, WHERE UNSUITABLE SOILS ARE FOUND, SUB CUT TO DEPTH <br /> "D" AS REQUIRED AND REPLACE WITH SUITABLE COMPACTED STRUCTURAL FILL TO <br /> ACHIEVE THE REQUIRED BEARING CAPACITY. THE STRUCURAL FILL IS TO BE <br /> COMPACTED TO A MINIMUM 959� STANDARD PROCTOR DENSITY. <br /> 3. SELECT GRANULAR IS TO BE USED IN THE REINFORCED ZONE OF WALL 3 AND IN THE <br /> HATCHED AREAS AS NOTED ON WALL ELEVATION SHEETS. THE ON SITE SOIL MAY BE <br /> BE USED IN ALL OTHER REINFORCED AREAS. • <br /> 4. NO ON SITE ORGANIC MATERIAL SHALL BE USED IN THE REINFORCED ZONE. <br /> 5. APPROXIMATE LIMITS OF EXCAVATION VARIES WHERE SUBCUT IS REQUIRED. VARIES VARIES VARIES <br /> 8" LOW PERMEAB E SOIL <br /> KEYST E 4" CAP UNIT DRIVEWAY <br /> W KEYSTONE COMPAC UNIT � // <br /> � � 8' GRID IENGTHS � <br /> > ' —� i . <br /> ' � ` RETAINED SOIL <br /> --� / <br /> / <br /> N � , <br /> � KEYSTONE 4" CAP UNIT � ; ' � ' � ' <br /> Q ' 8' GRID LENGTH � ' <br /> � APPROXIMATE LIMITS <br /> > 32 � <br /> � � OF EXCAVATION <br /> -- / <br /> KEYSTONE COMPAC UNIT . SELECT GRANULAR �� � <br /> 24" UNIT CORE FILL / • <br /> � (3/4" CRUSHED STONE) � I i �/ ' <br /> � FINISHEO GRADE 32 � 10' GRID LENGTH � <br /> - -- - / <br /> , : I ' I -,- - - " SEE NOTE 5 <br /> I � NATIVE SOIL- I� I��:I I I I 1� <br /> ' i: � — — — <br /> . : <br /> —.— :— . — . <br /> . • -----------------=> <br /> � <br /> �, . <br /> ��., ,�� SOIL CORRECTION �� 1�� .' �1 "D" <br /> 1 �. ,' i :� 1 �. ,�' 1 <br /> �--------- ----- -------------------------------�------------Y _J � <br /> 6" X 24" UNREINFORCED CONCRETE — 4" DIA CORRUGATED PERFORATED PVC <br /> OR CRUSHED STONE LEVELING PAD DRAINTILE WITH SOCK. OUTLET THRU <br /> FACE OF WALI � 30' O.C. <br /> SU6CUT (SEE NOTE 2) <br /> _ TYPICAL REINFORCED WALL SECTION <br /> COPYRIGHT (c) 2005 BY CNIL SOLUTIONS GROUP, I.LC. <br /> CIVIL SOLUTIONS GROUP LLC Desiqned By: Projecl: Re 5�,a,,o� No: <br /> � No. Date Rev�s�on gY $RS g� I hereby certi(y that this plan specification, or report was <br /> BROWN RESIDENCE 25493 prepared by me or un r y direct supervision and that <br /> - 8200 HUMBOLDT AVENUE SOUTH, SUITE 100 � am du� �i ns d fes ional Engineer u�der tne �aws <br /> BLOOMINGTON, MN 55431 sca�e: ORONO, MN P�oiect No: of the S te t n to. <br /> PHONE: (952) 294-4755 I/4• = I'-0' 05-221 <br /> FAX: (952) 294-4595 rt�e: <br /> °°``: TYPICAL WALL SECTION DETAILS Drowing No: �,��[�s <br /> MIKECa?CIVILSOLUTIONSGROUP.COM 28 JULY 05 4 �ote: <br /> M�chael R. o son, P.E. <br />