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• <br /> / <br /> PC Exhibit D <br /> PROPOSED TIMBER RETAINING WALLS LA22-000038 <br /> 1354 REST POINT CIRCLE <br /> MOUND, MINNESOTA <br /> GENERAL NOTES <br /> 1. Soil strength parameters for this project were assumed based on a review of soils viewed by VEC at the project area and information from the client. <br /> It is the responsibility of the owner or owner's representative to verify the soil strength parameters provided are representative of the soils available <br /> for wall construction. If the soil strength parameters are found to be inconsistent with those used by VEC during the design,this design is no longer <br /> valid and his the responsibility of the owner or owners representative to notify VEC so the retaining wall system can be redesigned.Failure to <br /> notify VEC may result in failure of the retaining wall. <br /> 2. Design Soil Parameters: <br /> a.Retained soil: Imported/on-site day(CL) phi=27 degrees gamma=125 pcf. <br /> 11111 <br /> b.Foundation soil: Imported/on-site day(CL) phi=27 degrees gamma=125 pd. <br /> 3. This set of timber retaining wall plans are based on site measurements at the site,as directed by the client If other plans are produced that contain <br /> different information than that referenced,this plan may need to be revised and/or the wall may need to be redesigned. <br /> 4. This set of timber retaining wall plans are based specifically on the wall being constructed with 6"by 5"timbers and Manta Ray soli anchors. <br /> Absolutely no substitutions allowed. <br /> 5. Location of the timber retaining walls in relation to property lines,utility easements,watershed easements,or any other type of easements am the <br /> responsibility of the owner or the site civil engineer.VEC assumes no liability for the location of the retaining wall,or If construction of the proposed <br /> retaining wall encroaches any property lines or easements. <br /> 6. It is imperative that the site surveying of the timber retaining wall be done by the site civil engineer or surveyor and must be based on computer <br /> generated site/grading plans and not profile plans done by VEC.Surveying of the retaining wall must take into account the design batter indicated <br /> on the enclosed plans and details. Failure to take into account wall batter for timber retaining wall surveying will produce incorrect locations of all SHEET INDEX <br /> top of walls and shall be corrected at no cost to VEC. SHEET NO. SHEET DESCRIPTION <br /> 7. Wall geometry,locations,slopes and surcharge loads for the timber retaining walls were assumed from the information referenced above.If <br /> conditions vary greedy in the field from those shown in these plans,VEC must be notified prior to construction of the retaining wal to review the WI TITLE PAGE 6 WALL NOTES <br /> design and/or plans.Modifications to the design and/or plans may be required after the review,and may take up to ten business days to complete. <br /> Minor modifications can be made in the field by VEC during construction. W2-W3 WALL ELEVATION VIEWS <br /> B. If there are discrepancies between any information on these plans and information in any project specifications,the more restrictive information W4 SECTIONS AND DETAILS <br /> takes precedence.Please refer to the Manta Ray installation instructions for additional information. <br /> LLC <br /> PROPOSED TIMBER RETAINING WALLS SCALE: O SHEET: 1.I OF: 4 CLIENT: EC <br /> VICI<C,,,Engineering b Consulting,LLC I i YY I BOULDER CREATIONS UNLIMITEC <br /> 1354 REST POINT CIRCLE VERIFY LINE ABOVE MEASURES I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATIONS,OR <br /> IM41 Village Woods Drive MOUND, MINNESOTA NONE -INCH. IF IT DOESN'T,ADJUST REPORT WAS PR RE.BY ME OR .ER MY:IRECT <br /> Eden rrair;e,MN 333+7 SCALE ACCORDINGLY SUPERVISION A A D IC '5E02':FESSIONAL <br /> TITLE PAGE AND GENERAL NOTES <br /> Phone:932.+63-82:z <br /> ENGINEER A S: E ST MINNESOTA. <br /> REV: DATE: DESCRIPTION: VEC PROJECT No <br /> VEC 2-230 / r/w <br /> fr, <br /> www.vicker�eng.com DRAWN BY: VEC <br /> uuVd..y Ge•'�s•C.Je^s LLC^ REVIEWED BY: RWV RMALo <br /> J ` _ DATE: 6/4/2022 <br /> DATE bl4/ REG.No.: 24065 / <br /> s <br />