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C8-4 CIVIL DETAILSV. 8" LOW PERMEABLE SOIL MIN. 12" DRAINAGE ZONE (3�q' CRUSHED STONE) 3.6- "EMBEDMENT] .6° "EMBEDMENT 1 1— FINISHED GRADE AT TOP OF WALL SHALL BE DESIGNED FOR PROPER DRAINAGE TO PREVENT PONDING. SEE DRAWING #304 FOR ADDITIONAL INFORMATION 24M 24 M 39M 39M 45M 45M 60M 60B F_ I APPROXIMATE LIMITS OF EXCAVATION VIM (4 MIN.) UNREINFORCED CONCRETE OR CRUSHED J SUBCUT TO A DEPTH "D" AS REQUIRED AND REPLACE WITH SUITABL STONE LEVELING PAD (6" MIN. THICKNESS) COMPACTED STRUCTURAL FILL TO ACHIEVE THE REQUIRED BEARIN CAPACITY AND SLIDING RESISTANCE AS DIRECTED BY THE SITE FOUNDATION SOIL GEOTECHNICAL ENGINEER. ALL STRUCTURAL FILL SHALL BE COMPACTED TO A MIN. 95% STANDARD PROCTOR DENSITY. *EMBEDMENT SHOULD BE THE GREATER OF 6" OR H/20 FOR WALLS WITH LEVEL GRADE AT THE TOE. REFER TO RECON'S EMBEDMENT RECOMMENDATION DOCUMENT FOR ADDITIONAL PRODUCT TO BE OLD WORLD 1:1 BENCH CUT RECOMMENDED HIGH CAP BLOCK © Copyright 2016 Re Con Wall Systems, Inc. All Rights Reserved Disclaimer: This drawing has been prepared by ReCon WallTv Systems, Inc. and to the best of its knowledge, accurately APPROXIMATE LIMITS OF DRAIN TILE EXCAVATION VARY WHERE SUBCUT IS REQUIRED VIM (4 MIN.) UNREINFORCED CONCRETE OR CRUSHED J SUBCUT TO A DEPTH "D" AS REQUIRED AND REPLACE WITH SUITABL STONE LEVELING PAD (6" MIN. THICKNESS) COMPACTED STRUCTURAL FILL TO ACHIEVE THE REQUIRED BEARIN CAPACITY AND SLIDING RESISTANCE AS DIRECTED BY THE SITE FOUNDATION SOIL GEOTECHNICAL ENGINEER. ALL STRUCTURAL FILL SHALL BE COMPACTED TO A MIN. 95% STANDARD PROCTOR DENSITY. *EMBEDMENT SHOULD BE THE GREATER OF 6" OR H/20 FOR WALLS WITH LEVEL GRADE AT THE TOE. REFER TO RECON'S EMBEDMENT RECOMMENDATION DOCUMENT FOR ADDITIONAL PRODUCT TO BE OLD WORLD INFORMATION FOR WALLS WITH A TOE SLOPE CONDITION. RETAINING WALL WITH FULL HIGH CAP BLOCK © Copyright 2016 Re Con Wall Systems, Inc. All Rights Reserved Disclaimer: This drawing has been prepared by ReCon WallTv Systems, Inc. and to the best of its knowledge, accurately STAINLESS STEEL LEVELING GLIDES TYPICAL GRAVITY WALL represents the product use in the application that it is L!RF]e3 CROSS SECTION illustrated. This drawing is intended for conceptual purposes CITY SUBMITTAL RECON WALL SYSTEMS, INC. only. Anyone making use of this drawing does so at their own risk and assumes all liability for such use. Final design for Retaining Walls 7600 W. 27th STREET, #229 construction purposes must be completed by a Registered Professional Engineer who is familiar with the product and who has taken into account specific site conditions. ST. LOUIS PARK, MN 55426 952-922-0027 www.reconwalls.com DRAWING #103 c M, BOTTOM VIEW BIKE RACK TO BE LANDSCAPE FORMS 06-19-18 MODEL EMERSON OR EQUAL 6" WATERSHED RESUBMITTAL .. STAINLESS STEEL LEVELING GLIDES 08-02-18 1/2" HOLES FOR ANCHORING - SURFACE 2011 I. 2 3/4" I. / MOUNT PER MANUFACTURER'S RECOMMENDATIONS CAST ALUMINUM FRAME COLOR TO BE STANDARD POWDER COAT COLOR TO BE SELECTED BY OWNER. SET SCREW FOR SECURING COVER PLATE CONCRETE SURFACING MANUFACTURER - LANDSCAPE FORMS www.landscapeforms.com 800-521-2546 3 EMERSON BIKE RACK 8.4 SCALE: 1/2" =1'-0" CLEAN WATER STARTS HERE Buffers filter pollutants, reduce: flrxo�l �; 1i Help protect water quality: RI L EY�f �`" NO MOWING BEYOND THIS LINE PURGATORY BLUFF CREEK WATERSHED DISTRICT rpbcwd.org WETLAND BUFFER LOCATION PROTECTED CONSERVATION AREA This city awned area preserves a part of the Bluff Creek Overlay District, an important natural resource. Under City Ordinance, existing plant material shall be left its a natural state. No clearing or removal of vegetation in this area may occur. No dumping of yard waste or debris is allowed. . Dead trees or branches provide an excellent habitat for native wildlife and shall not be removed from the conservation area. CONSERVATION AREA SIGN ung interiors I architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com Project Information 14top, 111:4MWill top, 111 to] 112� 8077 CENTURY BLVD CHANHASSEN, MN O� =O . LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Trevor D. Gruys — PE Printed Name Signature 05/03/19 53706 Date Lic # Issue Record 06-15-18 CITY SUBMITTAL 06-19-18 WATERSHED SUBMITTAL 07-12-18 WATERSHED RESUBMITTAL 07-27-18 WATERSHED RESUBMITTAL 08-02-18 CITY RESUBMITTAL 08-03-18 GMP PRICING SET 05-03-19 CITY SUBMITTAL J Z Sheet Title O CIVIL DETAILS Z O Sheet Information O LL Z Date O LL 2019-05-03 C8.4 ©2009 WN t Youep Spore DaeWe