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8.1 SR 07-07-2025
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8.1 SR 07-07-2025
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DETAILS^E/dZzd/>^ϳ͘ϯ2:32 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 CoverSWPPPDetails.dwg5/27/2025DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^,dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.DKt^tdEs>KWDEdϭ^d/d/KEŝƚLJŽĨůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025LATERAL ASSEMBYBELOW MINIMUMFROST DEPTHLPSS MAINPEA GRAVEL ORCRUSHED STONESADDLE TAPALARM PANELBASEMENTE-ONE GRINDER PUMP STATIONPEA GRAVEL ORCRUSHED STONECORPORATION STOPSEPTIC TANK(SEE TABLE FOR SIZE)SEPTIC TANK CAPACITYNUMBER OF BEDROOMS SEPTIC TANK LIQUID MIN. CAPACITY (GALLONS)3 OR LESS 1,0004 OR 5 1,5006 OR 7 2,0008 OR 9 2,500TYPICAL LATERAL INSTALLATIONN.T.S.1 1/4" SDR-11 HDPE PIPE LATERAL4" SDR-26 SERVICE(2.0% MIN. SLOPE)4" SDR-26 SERVICE(2.0% MIN. SLOPE)ROADWAY WITH SIDEWALKN.T.S.16'16'2'8'4:1 (TYP.)2'2'4'6'3'2.0%2.0%33'33'66'APPROVED SUBGRADE1.5" WEARING COURSE MIXTURETACK COAT2.5" NONWEARING COURSE MIXTURE8" CLASS 5 AGGREGATE BASECLASS 7 SHOULDER6" TOPSOIL WITH SEED ANDEROSION CONTROL BLANKET10'10'2'2.0%5.0%4:1 (TYP.)3:13:1DRAINAGE &UTILITYEASEMENTDRAINAGE &UTILITYEASEMENTSIDEWALK SECTION6" CONC. SIDEWALK4" CLASS 5 BASE2'2'2.0%2'Page 205 of 309
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