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CIVIL DETAILS <br />C8-2 <br />C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e <br />instruments of the Consultant professional services for use solely <br />with respect to this project. These CADD files shall not be used <br />on other projects, for additions to this project, or for completion <br />of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he <br />C onsultant . With t he Cons ultant's appr oval, ot hers may be <br />per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or <br />information and reference only. All intentional or unintentional <br />revisions, additions, or deletions to these CADD files shall be <br />made at the full risk of that party making such revisions, additions <br />or deletions and that party shall hold harmless and indemnify the <br />Consultant from any & all responsibilities, claims, and liabilities. <br />PLANNING <br />CIVIL ENGINEERING <br />LAND SURVEYING <br />LANDSCAPE ARCHITECTURE <br />ENVIRONMENTAL <br />7200 Hemlock Lane, Suite 300 <br />Maple Grove, MN 55369 <br />763.424.5505 <br />www.loucksinc.com <br />Plotted: 09 /16 / 2021 12:54 PMW:\2020\20499\CADD DATA\CIVIL\_dwg Sheet Files\C8-2 CIVIL DETAILSOUCKSL <br />CADD QUALIFICATION <br />QUALITY CONTROL <br />PROFESSIONAL SIGNATURE <br />SUBMITTAL/REVISIONS <br />LAKEVIEW <br />FAMILY <br />DENTISTRY <br />14475 FOREST BOULEVARD NORTH <br />HUGO, MINNESOTA 55038 <br />LAKEVIEW <br />FAMILY <br />DENTISTRY <br />14475 FOREST BOULEVARD NORTH <br />HUGO, MINNESOTA 55038 <br />08/13/21 CITY SUBMITTAL <br />09/03/21 CITY SUBMITTAL <br />09/16/21 CITY SUBMITTAL <br />Review Date <br />SHEET INDEX <br />License No. <br />Date <br />I hereby certify that this plan, specification or report was <br />prepared by me or under my direct supervision and that <br />I am a duly Licensed Professional Engineer under the <br />laws of the State of Minnesota. <br />Project Lead <br />Drawn By <br />Checked By <br />Loucks Project No. <br />Trevor D. Gruys - PE <br />53706 <br />20499 <br />TDG <br />TDG/MDC <br />TDG <br />09/16/2021 <br />C1-1 EXISTING CONDITIONS <br />C1-2 DEMOLITION PLAN <br />C2-1 SITE PLAN <br />C3-1 GRADING PLAN <br />C3-2 SWPPP <br />C3-3 SWPPP NOTES <br />C4-1 UTILITY PLAN <br />C8-1 CIVIL DETAILS <br />C8-2 CIVIL DETAILS <br />L1-1 LANDSCAPE PLAN <br />L2-1 LANDSCAPE DETAILS <br />P1-1 PHOTOMETRICS PLAN <br />CONSTR <br />U <br />C <br />T <br />I <br />O <br />N <br />NOT FOR <br /> <br />CIVIL DETAILS <br />C8-2 <br />NOTE: <br />GRANULAR MATERIALS FURNISHED FOR USE IN FOUNDATION, BEDDING, ENCASEMENT, OR BACKFILL <br />CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: <br />·FOUNDATION MATERIALS SHALL HAVE 100% PASSING THE 1 1/2" SIEVE AND A MAXIMUM OF 10% <br />PASSING THE No. 4 SIEVE. NOT LESS THAN 50% OF THE MATERIAL RETAINED BY THE No. 4 SIEVE SHALL <br />HAVE ONE (1) OR MORE CRUSHED FACES. HARD, DURABLE CRUSHED CARBONATE QUARRY ROCK MAY <br />BE USED FOR FOUNDATION MATERIALS. <br />·BEDDING AND ENCASEMENT MATERIALS FOR FLEXIBLE PIPE SHALL MEET THE REQUIREMENTS OF <br />MNDOT SPECIFICATION 3149.2B1, GRANULAR BORROW, EXCEPT THAT 100% SHALL PASS THE ONE <br />INCH (1") SIEVE. <br />·BACKFILL MATERIALS SHALL CONSIST OF SUITABLE EXISTING TRENCH MATERIALS, EXCEPT AS <br />OTHERWISE SPECIFIED. SUITABLE MATERIAL SHALL BE DEFINED AS A MINERAL SOIL FREE OF FOREIGN <br />MATERIALS (RUBBISH, ORGANICS & DEBRIS), FROZEN CLUMPS, OVERSIZE STONE, ROCK, CONCRETE <br />OR BITUMINOUS CHUNKS, AND OTHER UNSUITABLE MATERIALS THAT MAY DAMAGE PIPE, PREVENT <br />THOROUGH COMPACTION, OR INCREASE THE RISKS OF SETTLEMENT. <br />PLASTIC PIPE <br />BEDDING <br />PLASTIC <br />PIPE <br />18"18"PIPE <br />WIDTH ENCASEMENT <br />BEDDING <br />FOUNDATION <br />(MAY NOT BE <br />REQUIRED) <br />12" <br />6" <br />BACKFILL <br />COMPACTED <br />AS SPECIFIED <br />EXCAVATED TRENCH <br />WIDTH <br />DRAWN 2/2016 <br />LOUCKS PLATE NO. <br />4008LOUCKS CONCRETE PIPE <br />BEDDING <br />RCP <br />PIPE <br />18"18"PIPE <br />WIDTH <br />COMPACTED SAND OR 3 4" <br />TO 1-1 <br />2" CLEAR ROCK (AS <br />DIRECTED) <br />COMPACTED <br />SUBGRADE <br />6" <br />COMPACTED <br />BACKFILL <br />EXCAVATED TRENCH <br />WIDTH <br />RCP <br />PIPE <br />18"18"PIPE <br />WIDTH <br />SHAPE BOTTOM OF <br />EXISTING TRENCH MATERIAL <br />TO FIT PIPE BARREL. <br />COMPACTED <br />BACKFILL <br />EXCAVATED TRENCH <br />WIDTH <br />CLASS C BEDDING <br />CLASS B BEDDING <br />DRAWN 2/2016 <br />LOUCKS PLATE NO. <br />4310LOUCKS <br />DOWNSPOUT CONNECTION <br />DRAWN 05/2019 <br />LOUCKS PLATE NO. <br />LOUCKS <br />PLASTIC PIPE BACKFILL & BEDDING <br />TYP-SEE DETAIL <br />BUILDING <br />SEE ARCHITECTURAL <br />OUTLET PIPE <br />REFER TO UTILITY PLAN <br />FLOW <br />CUSTOM <br />DOWNSPOUT ADAPTER <br />INSERTED INTO RISER PIPE <br />SCH 40 PVC <br />RISER PIPE <br />SCH 40 PVC <br />90° BEND