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A <br />B <br />PAVEMENT SUBSECTIONPAVEMENT SECTION <br />V (MIN. COVER TO BOTTOM <br />OF RIGID PAVEMENT) <br />CLEAN PEA GRAVEL, CLEAN <br />57 DRAINFIELD ROCK OR <br />SUITABLE FOUNDATION <br />APPROVED EQUAL. <br />MIN. 6" ABOVE <br />PIPE CROWN <br />HDPE MANHOLE ADAPTER <br />NON-WOVEN GEOTEXTILE <br />(WRAP ENTIRE SYSTEM) <br />SIZEPART #ABC <br />CLEAN SAND BEDDING: 12" MINIMUM <br />12"MHA12241215 <br />CLEAN SAND BEDDING TO BOTTOM OF DRAINTILE TRENCH <br />X <br />X <br />M <br />15"MHA15241218 <br />8" PERFORATED HDPE <br />24" PERFORATED HDPE (TYPICAL) <br />C <br />UNDISTURBED SOIL <br />18"MHA18241222 <br />8" PERFORATED HDPE <br />SUITABLE FOUNDATION <br />NOTES: <br />24"MHA24362429 <br />1. DETENTION AND/OR RETENTION SYSTEMS SHALL BE INSTALLED IN ACCORDA <br />EDITION OF ASTM D2321 AND THE MANUFACTURER'S INSTALLATION GUIDEL <br />2. A NON-WOVEN GEOTEXTILE FILTER FABRIC OR OTHER MEASURES SHOULD BE <br />30"MHA30362435.2 <br />NATIVE SOIL FROM MIGRATING INTO THE INITIAL BACKFILL MATERIAL, W <br />3. FOUNDATION: TRENCH BOTTOMS WITH UNSTABLE OR UNYIELDING MATERIAL SHALL BE EX <br />TO A DEPTH DIRECTED BY THE ENGINEER AND REPLACED WITH SUITABLE M <br />36"MHA36362441.2 <br />MATERIALS, GEOTEXTILE MAY BE USED TO STABILIZE THE TRENCH BOTTOM <br />ENGINEER. <br />4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I OR II, AS SPECIFIED BY ASTM <br />42"MHA42362448 <br />BEDDING THICKNESS SHALL BE 4". <br />5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I OR II, AS SPECIFIED BY ASTM <br />COMPACTION AND BACKFILL LIFTS SHALL BE IN ACCORDANCE WITH ASTM D <br />48"MHA48362454.5 <br />SHALL EXTEND TO NOT LESS THAN 6" ABOVE THE TOP OF THE PIPE. <br />6. MINIMUM COVER: FOR UP TO H-25 TRAFFIC APPLICATIONS A MINIMUM OF 12" FOR PIPE D <br />TO 36" DIAMETER, 15" FOR 42" AND 18" FOR 48" AND 60" DIAMETER. M <br />MEASURED FROM THE TOP OF THE PIPE TO BOTTOM OF FLEXIBLE PAVEMENT <br />RIGID PAVEMENT. ADDITIONAL COVER MAY BE REQUIRED FOR CONSTRUCTIO <br />VEHICLES OVER 75T OR TO PREVENT FLOATATION. <br />7. FINAL BACKFILL: SUITABLE MATERIALS DIRECTED BY THE ENGINEER SHALL BE USED IN LA <br />HDPE PLATE WELDED CIRCUMFRENTIALLY <br />OR NON-TRAFFIC APPLICATIONS. FOR AREAS SUBJECTED TO TRAFFIC A HI <br />AROUND PIPE OD TO CREATE A SMOOTH <br />COMPACTION IS REQUIRED AND A SEPARATION LAYER OF NON-WOVEN GEOTE <br />REQUIRED. COMPACTION LEVELS AND/OR GEOTEXTILE MAY BE SPECIFIED A <br />SURFACE FOR MANHOLE BOOT CONNECTIONS <br />THE GEOTECHNICAL DESIGN ENGINEER. <br />*MINIMUM SPACING "M" MEASURED FROM OUTSIDE DIAMETERS <br />THIS DETAIL DEPICTS RECOMMENDED INSTALLATION PRACTICES AND IS NOT INTENDED TO SUPERSEDE <br />ANY NATIONAL, STATE OR LOCAL SPECIFICATIONS. PRINSCO BEARS NO RESPONSIBILITY FOR ANY <br />ALTERATIONS, REVISION AND/OR DEVIATION FROM THIS STANDARD DETAIL. PRINSCO HAS NOT <br />PERFORMED ANY ENGINEERING OR DESIGN SERVICE FOR THIS PROJECT. THE DESIGN ENGINEER SHALL <br />1717 16TH ST. NE 3RD FLOOR WILLMAR, MN 56201 <br />DATE:SHEET: <br />TITLE: <br />5/29/2013 <br />---- <br />Prinsco, Incorporated <br />PRINSCO, INC. 2007. ANY USE OR REUSE OF THIS PLAN WITHOUT THE E <br />AUTHOR:REVISION: <br />1717 16th Street NE <br />CONSENT OF PRINSCO, INC. IS PROHIBITED. PRINSCO, INC. IS NOT RE <br />---- <br />3rd Floor FILE NAME: <br />OR CLAIMS RESULTING FROM THE UNAUTHORIZED USE OF THIS PLAN. <br />Willmar, MN 56201 <br />CHECKED BY:SCALE: <br />12136036 C5 - DETAILS.DWG <br />A <br />B <br />FRAME AND LID BY OTHERS, LOAD TO BE <br />HDPE TO CONCRETE ADAPTER <br />DISTRIBUTED TO CONCRETE FOUNDATION. <br />12" HEAVY DUTY SOLID LID. <br />I hereby certify that this plan, <br />24" FRAME & COVER NEENAH R-2540, SOLID LID. <br />specifications or report was prepared <br />SIZEPART #ABC <br />OR APPROVED EQUAL. <br />by me or under my direct supervision <br />and that I am a duly licensed <br />12"CPA1212612.1 <br />Professional Engineer under the laws <br />CONCRETE FOUNDATION (BY <br />of the state of Minnesota. <br />OTHERS), REINFORCING AS <br />15"CPA1512615 <br />SPECIFIED BY DESIGN ENGINEER <br />18"CPA1812618 <br />12" MIN. FOR 8"-24" <br />C <br />WELDED TO INSIDE <br />COMPACTED CLASS I <br />Michael A Murphy, P.E. <br />24"CPA2416824 <br />BACKFILL MATERIAL <br />LINER OF PIPE STUB <br />Date: Reg. No.:05.17.1342808 <br />DEPTH AS SPECIFIED (Not to Exceed 8') <br />30"16829.5 <br />CPA30 <br />Rev.DateDescription <br />36"161035.5 <br />CPA36 <br />105.17.13Bldg. Permit Submittal <br />12" CLEANOUT <br />42"241041.5 <br />CPA42 <br />24" INSPECTION PORT <br />205.28.13City Submittal <br />GOLDFLO PIPE <br />6" MINIMUM <br />306.05.13Bid Package #1 <br />47.5 <br />48"CPA482410 <br />HDPE SMOOTH WALL EXTENSION <br />12136036.000 <br />Project #: <br />FITS INSIDE EXISTING RCP <br />24" GOLDFLO PIPE SECTION <br />B <br />Drawn By:SJM / CKJ <br />Checked By: <br />ZRE / MAM <br />Issue Date: <br />05.15.13 <br />Sheet Title: <br />DETAILS <br />THIS DETAIL DEPICTS RECOMMENDED INSTALLATION PRACTICES AND IS NOT INTENDED TO SUPERSEDE <br />DATE:TITLE:SHEET: <br />ANY NATIONAL, STATE OR LOCAL SPECIFICATIONS. PRINSCO BEARS NO RESPONSIBILITY FOR ANY <br />ALTERATIONS, REVISION AND/OR DEVIATION FROM THIS STANDARD DETAIL. PRINSCO HAS NOT <br />5/29/2013 <br />PERFORMED ANY ENGINEERING OR DESIGN SERVICE FOR THIS PROJECT. THE DESIGN ENGINEER SHALL <br />---- <br />PRINSCO, INC. 2007. ANY USE OR REUSE OF THIS PLAN WITHOUT THE EPrinsco, Incorporated <br />AUTHOR:REVISION: <br />1717 16th Street NE <br />CONSENT OF PRINSCO, INC. IS PROHIBITED. PRINSCO, INC. IS NOT RE <br />1717 16TH ST. NE 3RD FLOOR WILLMAR, MN 56201 <br />---- <br />3rd Floor <br />OR CLAIMS RESULTING FROM THE UNAUTHORIZED USE OF THIS PLAN.FILE NAME: <br />Sheet: <br />C5.2 <br />Willmar, MN 56201 <br />CHECKED BY:SCALE: <br />12136036 C5 - DETAILS.DWG <br />Sheet:10ofof10 <br />M:\Projects\Projects - 2013\12136036- Lexington Station\C. Design\Drawing Files\12136036 C5 - Details.dwg <br />ALL EXISTING ITEMS AND CONDITIONS SHOULD BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION <br />