Laserfiche WebLink
J. 34 INS 11.Y102 a.w. <br />11071ODWO.ROL <br />Y <br />'MORTON <br />LEGAL DESCRIPTION: <br />Lot 15. Block 2. CAROLE'S ESTATES 2ND <br />Anoka County. Minnesota. <br />SCALE <br />0 <br />IN <br />20 <br />40 <br />BUILDINGS <br />ADDITION, according to the recorded plot thereat. <br />FEET <br />60 <br />- --- -- -- - -1_6 1T-' 12"CPP <br />- ^---- --- -- 1NV.-U5.. O2.90 <br />"' INV. OS = 901.96 - <br />-- - - -W/2 APRON/END- SECTIONS <br />./' <br />2.0 CY CL Ri RIP Rile <br />• seat <br />PRTECT TREES / <br />NOTES: <br />1. BOUNDARY TOPOGRAPHY SURVEY BY CAINE & ASSOCIATES <br />2. BUILDING AND PARKING LOT LAYOUT BY MORTON BUILDINGS. INC. <br />3. PROPOSED BUILDING USAGE BY AMERICAN LEGION <br />4. NPOES PERMIT NOT REQUIRED <br />5. RESTORATION SHALL BE BY PLACEMENT OF 4" OF SALVAGED TOPSOIL & SOD <br />6. RICECREEK WATERSHED DISJRICT PERMIT REQUIRED <br />7. LIGHTING BY MORTON BUILDINGS <br />WOOD BAFFLE PIER <br />/ POND gg{ 2 <br />0JTT=1.25Cfs <br />2.0 CY CL III RIP RAP EACH LOCATION <br />• DENOTES IRON MONUMENT FOUND <br />O DENOTES 1/2 INCH IRON PIPE SET. <br />BEARINGS SHONN ARE BASED ON ASSUMED DATUM <br />0 <br />MIN 12' DEEP <br />of I TO 1.5' FILTER AGC. <br />ON GEOTEXME FABRIC <br />BITCH BLOCK <br />(EARTH BERM) <br />3' OPENING IN CURB <br />FOR DRAINAGE <br />8612 CONCRETE CURB <br />& GUTTER <br />NOTE: SILT FFNCE DETAIL <br />1. 9LT FENCES CONSTRUCTED WTI SUPPORT FENCES. POSTS SHALL BE <br />SPACED AT 10' OR LESS. AND OMEN AT LEAST Y INTO THE GROUND. <br />2. SILT FENCES CONSTRUCTED 11THOUT SUPPORT FENCES. POST SHALL BE <br />SPACED AT 4' OR LESS. MID DRIVEN AT LEAST 3' INTO THE GROUND. <br />SILT FENCE / <br />LIGHT POLE TO BEV' <br />INSTALLED BY / <br />Sloe MORTON BLDGG. <br />LIGHT POLE TO BE <br />INSTALLED BY <br />MORTON BLOCS. <br />2.0 CY Ct. AI RIP R <br />.Mee <br />15 LF 12 -CPP <br />INV. US = 902.00 <br />INV. OS = 901.94 <br />W/2 APRON END SECTIONS <br />".,,.. EROSION CONTROL DETAIL <br />III RIP RAP _ _ <br />� <br />� 3' OPENING IN CURB <br />FOR 08AINAGE <br />IGHT POLE TO BE <br />INSTALLED BY <br />M TON BLOCS. <br />N <br />ALL FASTENERS SHALL BE GALVANIZED STEEL <br />OR STAINLESS STEEL. ALL LUMBER SHALL BE <br />PRESSURE TREATED <br />3- 2'x10' BOARD <br />MIN 12' DEEP <br />OF 1 TO 1.5" FILTER ACC. <br />ON GEOTE %TILE FABRIC <br />ooa.tt <br />902.5 <br />9'e O IFICE <br />4- 2'x10" BOARD <br />CL III RIPRAP <br />e <br />e e 06e 17.• <br />000.63 '" e. <br />e.fb <br />■ r• }. <br />901.16 foi <br />••e . <br />CE WED <br />JUN 3 0 1993 <br />CITY OF LINO L.- KEG <br />9 <br />.w 04.ln <br />EXISTING BITUMINOUS TO REMAIN // �. <br />SAW & REMOVE 12' OF ?ftUMNOUS <br />ADD CONCRETE CURB Si R <br />WOOD BAFFLE <br />l <br />• 4 <br />• • <br />; <br />\ /N • // <br />/ 1/1 <br />/ <br />r /// <br />PIER / • <br />' , //. . <br />/ <br />..a <br />J / <br />/' • <br />i <br />< <br />ALL FASTENERS SHALL BE GALVANIZED STEEL <br />OR STAO•.ESS STEEL. ALL LUMBER SHALL BE <br />PRESSURE TREATED <br />WEIR DETAIL — POND 1 <br />I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. <br />ON REPORT WAS PREPARED BY ME OR M40ER MY DIRECT <br />SUPERVISION AND THAT I AM A OULY REGISTERED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF /THE <br />STATE OF MINNESOTA. <br />ROSS D. ABEL <br />oATF 5/13/99 RFf: NO <br />8612 CURB <br />& GUTTER <br />DUMPSTER <br />d ENCLOSURE <br />NEW BUILDING TO MATER <br />EXISTING BUILDING FINfSH <br />C)FLOOR ELEVATION <br />'mGele <br />M" nP <br />• <br />REMOVE <br />SEPTIC TANKS <br />TIP OUT CURB <br />soon. Ilxwwk.o.. svleee <br />1 -1/2' BIT. OVERLAY <br />Boles <br />BEGIN OVERLAY <br />GROUND <br />6'x6' POST <br />WEIR DETAIL - POND 2 <br />4+1‘ <br />� Y.N.Nb � O <br />B = BALE CHECKS <br />� <br />OPen Throat <br />• <br />Storm Sewer Inlet /Curb Outle' <br />Anchor with to stokes <br />*leen into the ground <br />HAYBAL.E PLACEMENT AROUND CATc HBASINS <br />SILT FENCE <br />-.N.1 <br />VARIES <br />REMOVE CONCRETE SLAB <br />• <br />• <br />8612 CURB <br />& GUTTER <br />• <br />• <br />• <br />• <br />TIP OUT CURB <br />16733.__ - -_ -- /7 ! %1[n 14,L! <br />TYPICAL SECTION <br />3' 2341 TYPE 41A BITUMINOUS <br />NEAR COURSE <br />BASE COURSE <br />AGGREGATE BASE <br />APPROVE° SUBCRADE <br />ABANDON WELL <br />0612 CONCRETE CURB AND GUTTER <br />1' SPACING ON UPPER ENO <br />4" OVERLAP <br />PROPOSED GRADE <br />1' SPACING <br />ON STAPLES <br />1 -1/2' OVERLAY <br />ENST. BIT. SURFACE <br />DETAIL C <br />PROPOSED NEAR COURSE I <br />3' DEPTH <br />vasT. AGG. SURFACE <br />�PROPOSEO SUBGtAOE <br />PROPOSE° AGGREGATE RASE <br />COURSE 4' DEPTH <br />/ <br />/ <br />/ <br />RNA <br />NOTE: BLANKET CAN BE INSTALLED <br />HORIZONTALLY FOR SHORT SLOPES <br />OW000 FIBER BLANKET <br />FOLD UNDER 6'---""" <br />• <br />CAINE & ASSOCIATES <br />Howard R. Green Company LAND SURVEYORS, INC. <br />CONSULTING ENGINEERS 17/70 04%.4.47 eS ki- -Now '"` "`'N ' <br />112 - 414 -7N1 <br />