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DETAILS FOR: <br />BALD EAGLE ADDITION <br />PROPERTY OWNER/DEVELOPER <br />DEFLECTOR PLATE <br />BALD EAGLE BUILDERS OVERFLOW FILTER <br />01—CENTER OF FILTER 45SEMBLY <br />1O' FILTER ASSEMBLY <br />P.O. B O X 337 OVERFLOW #2—TOP OF CURB BOX <br />H U G O MN 55038 �1�MUM METAL OR 2%2" WOOD FENCE POST <br />CURB <br />www.egrud.com <br />SITE ADDRESS <br />202 ELM STREET <br />LINO LAKES, MN 55014 <br />Professional Land Surveyors <br />6776 Lake Drive NE, Suite 110 <br />Lino Lakes, MN 55014 <br />Tel. (651) 361-8200 Fax (651) 361-8701 <br />GEOTEXTILE WITH NET ~ <br />BACKING <br />BACKFILL <br />GEOTEXTILE TO — <br />OVERLAP THROUGH <br />TRENCH. <br />6 " MIN TR <br />coco <br />NOTES; <br />1. SILT FENCE SHALL CONFORM TO <br />MND07 3886, {GTF 100 OR EQUAL} <br />2. FENCING SHALL BE PLACED ALONG CONTOURS <br />OR AS DIRECTED BY ENSINEER. <br />_WOLAW5_ <br />IT OF <br />LINQLAKES <br />Uj <br />y <br />0 <br />L) <br />r� <br />i <br />C.B. LEAD <br />(15" MIN.) <br />ADJUSTING RINGS <br />2 — 2" RINGS. MINIMUM <br />5 — 2' RINGS, MAXIMUM. <br />( 1 ' MAX OF RINGS & <br />MORTAR). <br />"INFI—SHIELD" SEAL <br />OR EQUAL. 1/2- MORTAR ON <br />OUTSIDE, BETWEEN <br />RINGS, CASTING & <br />MANHOLE. FINISH <br />27" SMOOTH ON INSIDE. <br />NO MORTAR ON <br />INSIDE. <br />6" PRECAST <br />CONC. BASE <br />4'-0" <br />A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO <br />THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB, <br />NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. <br />CAST IRON CATCH BASIN FRAME & COVER CASTINGS PER SPECIFICATIONS. <br />PRECAST REINFORCED CONCRETE CONE SECTION & PRECAST BASE PER ASTM C478. <br />FILL OPENING BETWEEN PIPE AND MANHOLE W4LL WITH CEMENT MORTAR <br />INSIDE SURFACE SHALL BE FINISHED SMOOTH. <br />" MINIMUM PIPE COVER CAN BE REDUCED FROM 4' TO 2'-6" WITH <br />INSTALLATION OF PERFORATED PIPE DRAIN PEP "GRANULAR SUBCUT AND <br />PERFORATED PIPE DRAIN" DETAIL. <br />CATCH BASIN <br />TYPE G <br />1/2" MORTAR ON OUTSIDE, <br />BETWEEN RING5. CASTING & <br />CATCH BASIN. FINISH <br />SMOOTH ON INSIDE. <br />NO MORTAR ON INSIDE. <br />w 27" S <br />y <br />o - <br />U <br />_2 <br />3 <br />0 <br />a - <br />� U <br />VAR. <br />(15" MIN.) <br />VAR. <br />¢" (4-' MIN.) <br />VARIABLE <br />ADJUSTING RINGS <br />2 - 2" RINGS, MINIMUM <br />5 - 2" RINGS, MAXIMUM. <br />(1' MAX OF RINGS & <br />MORTAR). <br />"INFI-SHIELD" SEAL <br />OR EQUAL. <br />USE URETHANE SEAL <br />ON BOTTOM JOINT <br />PRECAST COVER SLAB <br />(TYPE 2) <br />PLACE 2 STRIPS BITUMASTIC <br />SEAL ON SLAB JOINTS, <br />CEMENT MORTAR <br />PRECAST BASE <br />M H <br />DIA, <br />SLAB <br />THICKNESS <br />48" <br />6" <br />54"-102'° <br />S" <br />108" <br />10" <br />120" <br />12" <br />"INFI-SHIELD". "GATOR WRAP" OR APPROVED EOUAL ALL JOINTS. <br />A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO <br />THE CA5TINC AND THE BOTTOM RING TO THE CONE OR TOP SLAB. <br />NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. <br />CAST [RON FRAME & GRATE CASTINGS PER SPECIFICATIONS. <br />MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC PER <br />ASTM C478_ LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. <br />PRECAST REINFORCED CONCRETE BASE SLAB & COVER SLAB PER ASTM C478, <br />PRECAST REINFORCED CONCRETE MANHOLE SECTIONS PER ASTM C478, <br />OR 8" CONCRETE MANHOLE BLOCX WITH 1/2' MORTARED EXTERIOR. <br />FURNISH PRECAST CONCRETE MANHOLE SECTIONS WITH 0—RING GASKETS & <br />LUBRICANT ENCEPT AS OTHERWISE SPECIFIED. <br />FILL OPENING BETWEEN PIPE AND MANHOLE V+ALL WITH CEMENT MORTAR. <br />INSIDE SURFACE SHALL BE FINISHED SMOOTH, <br />• MINIMUM PIPE COVER CAN BE REDUCED FROM 4' TO 2'-6" WITH INSTALLA70N OF <br />PERFORATED PIPE DRAIN PER "GRANULAR SUBCUT AND PERFORATED FIRE CRAIN" DETAIL. <br />JAVUARY. 201E <br />CATCH BASIN1Ihl 17100 <br />T TYPE 402C STR-2 <br />HIGH—F1. 1 1 <br />' HIGH —FLOW <br />WIMCC MODEL # CC-3067 HIGH —FLOW <br />INLET PROTECTION OR APRO'YED EQUAL <br />CURB AND GUTTER INLET PROTECTION <br />NO SCALE <br />OPENING FOR LAFGE EVENTS <br />zfAPPROVED MnDOT SILT FENCE FABRIC <br />FASTEN TO STAKES 2' O.C. <br />io PERFORATED WALL <br />T <br />i SILT FABRIC TO BE WRAPPED <br />' AROUND SCB IF NEEDED <br />INFRASAFE SEDIMENT CONTROL BARRIER <br />TOP VIEW ROYAL ENVIROMENTAL SERVICES OR AN CROSS SECTIDN VIEW <br />ENGINEER APPROVED EQUAL. <br />REAR YARD INLET PROTECTION <br />NO SCALE <br />wnr, Dui j <br />j INLET PROTECTION <br />CIT CIF <br />+N GEN-19 <br />DRAWN BY: AG <br />JOB NO: 200664PP <br />DATE: 8/24/2020 <br />CHECK BY: CWP <br />FIELD CREW: BH/SO <br />1 <br />2 <br />3 <br />NO. <br />DATE <br />DESCRIPTION <br />BY <br />S:\PLOWE\CAD\20PROJ\20-1931 BALD EAGLE ADDITION\BALD EAGLE ADDN EMAIL (V2).DWG SHEET 6 OF 6 20-0664PP <br />