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U) <br />LU <br />o= <br />Q <br />z <br />J <br />d <br />LU_ <br />LU F-- <br />0- ao <br />0 <br />J <br />W <br />Z <br />W W <br />LL <br />0 <br />BUILDING DOWNSPOUT <br />REFER TO ARCH'L EXTEND DOWNSPOUT AND <br />POINT DOWN OVER 6 �I II Compacted Backfill <br />CENTER OF GRATE- BII <br />8"X8" NYLOPLAST=,1_ = 0 5Bc_ - 2000# Concrete <br />RECTANGULAR, DUCTILE 'I 1111'-1111' "'-"' "' "'I LOAD FACTOR 2.3 <br />/SLOPE TO - .5Bc "Bc" Denotes outside <br />SLOPE TO DRAIN IRON GRATE, OR Bc+12" Min. diameter of pipe CLASS A <br />DRAIN APPROVED EQUIVALENT Concrete backfill to 0.5 <br />~8" of outside diameter with <br />6, shaped bedding. <br />• TIP =I COMPACTED SOIL <br />° — 8" GRATE TO 4" PIPE INLINE <br />° - DRAIN ADAPTER <br />1=1 I CONCRETE COLLAR ON <br />COMPACTED BACK FILL <br />4" PVC SEWER RISER PIPE <br />~12" (LENGTH AS REQUIRED) <br />4" PVC LONG RADIUS 4 <br />BEND SEWER ELBOW <br />4" PVC SEWER PIPE <br />Jo 0 0 ^o CRUSHED AND <br />COMPACTED STONE <br />DOWNSPOUT TO PIPE CONNECTION <br />NTS <br />DIA +3' <br />MATERIAL 1'-6" (MIN) <br />1. INSULATION BOARD TO BE CLOSED CELL. EXTRUDED POLYSTYRENE FOAM MEETING <br />ASTM 578, TYPE VI, 40PSI COMPRESSING STRENGTH (ASTM D1621) 0.1%MAX. WATER <br />ABSORPTION (ASTM C272). <br />2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOT, <br />ORGANIC MATERIAL, OR OTHER INJURIOUS MATERIALS. <br />3. OVERLAP ALL INSULATION BOARD JOINTS. <br />UTILITY PIPE INSULATION DETAIL <br />NTS <br />4" THICK <br />\RD (USE 2-2" <br />MASTIC ALL JOINTS <br />4TION BOARD DOWN <br />EPTH. <br />12" <br />III Compacted Backfill <br />T- B c i- <br />-1_ + + ++K�=2+ o. + +I�I- <br />+ + Course Filter Aggregate <br />I�I <br />Bc/4 but not'=j_ + + + + + IF, <br />III- MnDOT Spec. 3149H Mod. <br />less than 6" -1 + + + + + + <br />Bc/4 but not' <br />Fess than 6" <br />-I 1' 11' 111-111-1 1 1— 1' LOAD FACTOR 1.9 <br />Bc+12" Min. Bc" Denotes outside CLASS B <br />diameter of pipe <br />Hand shaped from angular <br />bedding material <br />I I <br />Bc Compacted Backfill <br />_-IIIIIIII_ <br />LOAD FACTOR 1.5 <br />��07,5�Bc Il'Bc" Denotes outside CLASS C-1 <br />Bc+12" Min. diameter of pipe <br />Hand shaped from firm <br />undisturbed soil <br />BIIIIII- Compacted Backfill <br />A -I <br />- <br />+ a + + +-11111 Course Filter Aggregate <br />+ + + + + + —II MnDOT Spec. 3149H Mod. <br />II-III - LOAD FACTOR 1.5 <br />"Be" Denotes outside CLASS C-2 <br />Bc+12" Min. diameter of pipe <br />Hand shaped from angular <br />bedding material <br />PIPE BEDDING - RCP & DIP <br />NTS <br />-1 + + + + + + + + + + + + + + + + 1- <br />12" + + + + + + + + + + + + + + + <br />=1 + + + + + + + + + + + + + + <br />Bc +++++++++ 1_ <br />+ <br />I <br />=1 + + + I- ' <br />=1 + + 1= <br />++ <br />6" + + + + + + + 1— <br />11-1 I I-1 I I-1 I I-1 I I- <br />Min.=Bc+12 "Bc" Denotes outside <br />diameter of pipe <br />Compacted Backfill <br />Granular Borrow <br />(MnDOT Spec. <br />3149A modified) <br />PIPE FOUNDATION & BEDDING IN GOOD SOILS <br />Compacted - 1I <br />Backfill Ith, x(11= <br />I_I+++++++++++++++++++++++++++++++++++I_I 12" <br />Bedding __ + + + + + + BC + + + + + + I- <br />I- <br />�1 + + + + + + + + + + I- <br />=1_ + + + + + + + + + + + <br />=1 + + + + + + + + + + 6" <br />Foundation — / / / / �akyle/ <br />"—III—III—III—III— Course Filter <br />"Bc" Denotes outside Minimum Aga. (MnDot Spec. <br />diameter of pipe 2d+Bc+12" 3149H Modified) <br />PIPE FOUNDATION R BEDDING IN POOR SOILS <br />PIPE BEDDING - PVC <br />NTS <br />CROURO <br />sRote <br />a n C:D M P <br />4931 W. 35TH ST. SUITE 200 <br />ST. LOUIS PARK, MN 55416 <br />CivilSiteGroup.com <br />Matt Pavek Pat Sarver <br />763-213-3944 952-250-2003 <br />LAKE VIS <br />DEVELOPMENT, LLC <br />I- <br />U <br />W <br />O <br />a <br />T—T <br />V/ <br />M <br />L0 <br />L0 <br />5z <br />G <br />O <br />0 <br />0 <br />LuU <br />Q <br />O <br />O <br />CO <br />M <br />Lo <br />J M <br />J Ln <br />L0 <br />z <br />z <br />W z <br />20 <br />a LU <br />z <br />Oz <br />J 2 <br />W <br />N <br />W Lu <br />CO <br />0 ~ <br />C ~ <br />W Q <br />2 <br />(D <br />W z <br />LO <br />QN <br />In <br />J <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE STATE OF <br />MINNESOTA. <br />- MaTthew R. Pavek <br />DATE 10/18/17 LICENSE NO. 44263 <br />ISSUE/SUBMITTAL SUMMARY <br />REVISION SUMMARY <br />PROJECT NO.: 17059 <br />PRELIMINARY CIVIL <br />DETAILS <br />C5.0 <br />(D COPYRIGHT 2017 CIVIL SITE GROUP INC.' <br />