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Y <br /> � - BASE LEVELING PAD NOTES: s�� CRUSHED ROCK OR <br /> • MINI CAP UNIT UNREINFORCED CONCRETE � , , s <br /> 1. THE LEVELING PAD IS TO BE CONSTRUCTED WIDTH; 1 g" LEVELING PAD � a � ` <br /> • OF CRUSHED STONE OR 2,000 PSIt DEPTH; 10" 8� • ° ' a <br /> UNREINFORCED CONCRETE. HEIGHT: 4" � � � ' ° � <br /> 2. THE BASE FOUNDATION IS TO 8E APPROVED WEIGHT: 40 LBS ` <br /> 8Y THE SITE GEOTECHNICA� ENGINEER PRIOR � <br /> TO PLACEMENT OF THE LEVELING PAD. 4" CAP UNIT �TANDARD ELEVATION <br /> 2 — 4" CAP UNITS OR <br /> ' ' 1 — 8" CAP UNIT 8'� STANDARO <br /> COMPAC UNIT '•:• •:..:. .• � � ' � ' "' ' " ' .•�j %��% UNIT <br /> WIDTH: 18" ��/���/���/��//���/���/���/���/�� �/���/��� <br /> OEPTH: 12" <br /> HEIGHT: 8" ELEVATION g" $TEP <br /> WEIGHT: 85 LBS <br /> . g� <br /> • 12" 12"t <br /> o O o <br /> � O o o O <br /> � • •':• �• •��y•.' ,..� _�� <br /> —���— <br /> + � —���—�� <br /> � ' UNIT FACE —II I=III— � � ' —III—III— <br /> SLOPE CUT :I I I=I I I—I I I=I I I=I I I=i I I-I I I=I I I=I I I=I I �8.. <br /> —1 I I-1 I I-1 I I-1 I I I I I-1 I I I I I-1 I I-1 I I- <br /> 6" CRUSHED ROCK OR 24" COMPAC PLAN <br /> UNREINFORCED CONCRETE <br /> LEVELING PAD SECTION <br /> � COMPAC UNITf BASE PAD ISOMETRIC VIEW 2 LEVELING PAD DETAIL 3 TOP OF WALL STEPS 4 COMPAC UNIT <br /> 5 SCALE: 3/8" = 1'-0" 5 SCAI.E: 1/4" = 1'-0" 5 SCALE: 1/4" = 1'-0" 5 SCALE: 1" = 1'-0" <br /> NOTE: NOTE: <br /> 3" OF SOIL FILL IS REQUIRED BETWEEN t. FOR PIPES LARGER THAN 24", A CONCRETE 1. PLACE SONOTUBES AT FENCE POST <br /> OVERLAPPING GEOGRID FOR PROPER COLLAR MAY BE CAST AROUND PIPE FOR LOCATIONS DURING WALL CONSTRUCTION. <br /> ANCHORAGE EASE OF CONSTRUCTION AND APPEARANCE. <br /> SAW CUT UNITS TO FIT 2• GROUT FENCE POST IN SONOTUBES. <br /> WITHIN 1/2" OF PIPE <br /> CONCRETE COLLAR FENCE POST <br /> (IF APPLICABLE) <br /> 3' MIN. ;:� ;,;, <br /> - ����I„ <br /> i::� <br /> � <br /> o I <br /> i �• ' 3' (MIN) <br /> MINIMUM WALL RADIUS: <br /> INSIDE CURvE: 4.0� AT BOTTOM OF WALL) GEOGRID IS TO BE PLACED ON LEVEI � <br /> OUTSIDE CURVE: 4.0� �AT TOP OF WALL) BACKFILL AND EXTENDED OVER THE <br /> FIBERGLASS PINS. PLACE NEXT UNIT. I <br /> PULL GRID TAUGHT AND BACKFILL. <br /> STAKE AS REQUIREO. SCOUR PROTECTION AS REQUIRED. <br /> USE RIP RAP OR CONCRETE SLAB KEYSTONE COMPAC UNIT <br /> IN OUTLET AREA. <br /> � GEOGRID INSTALLATION ON CURVES �1 GRID & PIN CONNECTION � RCP COLLAR CONSTRUCTION n TYPICAL FENCE POST DETAIL <br /> 5 SCALE: 5/32" = 1'-0" 5 SCALE: 1" = 1'-0" 5 SCALE: 1/4" = 1'-0" 5 SCALE: 1/4" = 1'-0" <br /> COPYRICHT (c) 2005 BY CNIL SOlUTI0N5 CROUP, LLC. <br /> CIVIL SOLUTIONS GROUP, LLC Designed By: Projecl: Reg�strotion No: <br /> No. Dote Rev�s�on 8 I hereby certify that this plan specification, or report was <br /> - 8200 HUMBOLDT AVENUE SOUTH, SUITE 100 SRS BROWN RESIDENCE 25493 P�am�rdulybLice�s d Urd ess onal�Engineere under the�oWst <br /> BLOOMINGTON, MN 55431 scaie: ORONO, MN Project No: ot tne S ate 'n ta. <br /> PHONE: (952) 294-4755 AS NOTED OS-221 <br /> Titie: <br /> MIKE@C VXLSOLUTIONSGROUP.COM D�28 JULY 05 TYPICAL COMPAC UNIT DETAILS Drow�ng5: oo�e:—�(^�,�(� <br /> Michael Joh son, P.E. <br />