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BUILDING DOWNSPOUT REFER TO ARCH'L EXTEND DOWNSPOUT AND POINT DOWN OVER 6 _1 — it Ir Compacted Backfill CENTER OF GRATE Bc II 'I 0 5B SII 2000# Concrete 8"X8" NYLOPLAST — _— LOAD FACTOR 2.3 '=1 RECTANGULAR, DUCTILE 0, 513c SLOPE TO SLOPE TO IRON GRATE, OR Bc+12" Min. "Bc' Denotes outside CLASS A DRAIN DRAIN APPROVED EQUIVALENT diameter of pipe Concrete backfill to 0.5 - of outside diameter with 1 ° 6 ° shaped bedding. -I' COMPACTED SOIL 8" GRATE TO 4" PIPE INLINE I�=1 DRAIN ADAPTER N I I I CONCRETE COLLAR ON COMPACTED BACK FILL a 4" PVC SEWER RISER PIPE 12" (LENGTH AS REQUIRED) 4" PVC LONG RADIUS 4 BEND SEWER ELBOW 4" PVC SEWER PIPE CRUSHED AND COMPACTED STONE DOWNSPOUT TO PIPE CONNECTION NTS DIA + 3' m.R,..s..r� MATERIAL 1'-6" (MIN) 1. INSULATION BOARD TO BE CLOSED CELL. EXTRUDED POLYSTYRENE FOAM MEETING ASTM 578, TYPE VI, 40PSI COMPRESSING STRENGTH (ASTM D1621) 0.1%MAX. WATER ABSORPTION (ASTM C272). 2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOT, ORGANIC MATERIAL, OR OTHER INJURIOUS MATERIALS. 3. OVERLAP ALL INSULATION BOARD JOINTS. UTILITY PIPE INSULATION DETAIL NTS 3" THICK IRD (USE 2-2" MASTIC ALL JOINTS \TION BOARD DOWN EPTH. 12" _ /0-111 Compacted Backfill Bc -1 -1 + + + + + + + + I- =1 + + + 0:513d- +11'- + + 111 Course Filter Aggregate Bc/4 but not'=1 + + + + + + IIS- MnDOT Spec. 3149H Mod. less than 6" =1 + + + + + + _SII 6" _"'="'="'="'="'='' LOAD FACTOR 1.9 Bc+12" Min. " Bc" Denotes outside CLASS B diameter of pipe Hand shaped from angular bedding material Bc/4 but not less than 6" Compacted Backfill )utside 7e LOAD FACTOR 1.5 CLASS C-1 Hand shaped from firm undisturbed soil Be VIII'- Compacted Backfill -1 � I- + �c+++—IIIIII� Course Filter Aggregate + + + + + + _llI MnDOT Spec, 3149H Mod. III—III—III-III-III-III - LOAD FACTOR 1.5 "Bc' Denotes outside CLASS C-2 Bc+12" Min. diameter of pipe Hand shaped from angular bedding material PIPE BEDDING - RCP & DIP NTS Compacted Backfill COR7 R 0H aot C� G3 © CUJ 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 LAKE VIS DEVELOPMENT, LLC 2'> -1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + ++ + + + I= Granular Borrow +++++++ Bc +++++++++ = (MnDOT Spec. =1 + + + 1- _I + + + + + I— 3149A modified) + + III -III -III -III -III= � U W Min,=Bc+12 "Bc" Denotes outside 0 Of diameter of pipe IL PIPE FOUNDATION & BEDDING IN GOOD SOILS Compacted . Backfill Bedding Foundation + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + —I + + + + + + + + + + + +=' =1 + + + + + + Bc + + + + + +I- -� + + + + + + + + + + I- -I + + + + + + + + + + I— =1 + + + + + + + + + + + =' . , + + + + + + + + + + =' able//�_ "Bc" Denotes outside Minimum diameter of pipe 2d+Bc+12" 12" 6" -Course Filter Agg. (MnDot Spec. 3149H Modified) PIPE FOUNDATION & BEDDING IN POOR SOILS PIPE BEDDING - PVC NTS T_ M L0 L0 5z L O 0 0 LUU 121- O O M Lo J M J L0 ., z z W z M0 a. Luz Oz J :E W N W Lu W Q W 2 Lo QN J 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. - Matthew R. Pavek DATE 07/19/17 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY REVISION SUMMARY PROJECT NO.: 17059 PRELIMINARY CIVIL DETAILS C5.0 COPYRIGHT 2017 CIVIL SITE GROU"NC