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7.4. SR 02-17-2015
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7.4. SR 02-17-2015
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2/23/2015 8:36:32 AM
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2/13/2015 12:18:11 PM
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2/17/2015
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G <br />oEPT '11T "1111111111 LE,'L, <br />GATE DETAIL <br />�TLI <br />or or ann <br />ovoasc <br />FABRIC PLACEMENT DETAIL IusaueaFEu <br />e se .1, eorrDm auomloaaIus ITY <br />Mn INDUSTRIAL GATE HINGE <br />of .DUAL'L- 1,llEUK11 <br />FENCE DETAIL <br />3D 0 3D ED 90 FEET <br />I I I I I <br />GRAPHIC SCALE <br />LEGEND.: <br />AGGREGATE BASE cross v. <br />PROPOSED CHAIN LINK FENCE <br />CONSTRUCTION SPECIFICA TIONS: <br />STATE AND LOCAL SAFETY LAWS AND BIT TDING CODES ALL FOA.ANSH P SHALL <br />COMPLY PATH THE OCCUPATIONAL SAFETYAND HEALTH ADMINISTRATION STANDARDS <br />I ALL FEES AND RE 'M TS A HALL BETHE IF <br />I THE C ONTIACTO' SO E Spo CA FILE F=ECTING EXISTING BUILDING UTILITIES <br />EXALKS CUP B AND PAVEMENT FROM <br />4 THE PORTLAND NT FOR THE CONCRETE PAVEMENT SHALL CONFORM TO AsTM <br />PAVEMENT SHALL BE CONSTRUCTED N ACCORDANCE WTH M NNESOTA M <br />CEM ENT AND WATER MIN IMUM C EMENT CONTENT SHALL BEI BAGS PEI CUB C YARD OF <br />Co N C'ET EAND MAXIMUM EXATE , CONTENT SHALL BE, , US GALLONS PER SACKOF <br />OF MACH RE PLACED CONCRETE SHALL BE NO LESSTHAN 1 1M INCH NO MORE THAN 3 <br />NCHES STANDAP D ST' ENGT IT OF CONCRETE 11 D�YBSYSVOALLULMEE 4P 00 PSI ALL <br />IETEMPE1 NG OF DEL VEIED CONCRETE W LLNOTBEALLOvvED MI. DES ON SHALL BE <br />SUBM TTED To ENG NEE, To, APPROVAL <br />I CONT CACTOI SHALL EN SURE T AT SUBBASE To' GRAVEL STORAGE AREA A <br />CORE E CTLY COM PACT ED TO II,:A STANDARD PROCTOR CONTRACTOR RESPONSIBLE <br />FOR TESTING AND REPORTING TEST RESULTS TO ENGINEER <br />` T A DEC OM MENDED THAT THE CONTRACTOR NOTIlY DIGGERS HOT LINE AT El 1 1 <br />PROPOSED ONTR ACTOR SHALL OBTAIN ALL REQUIRED CITY PERMITS ASSOCIATED WITH THE <br />KE3 1) NOTL S: <br />IMUM IOYnLo el AVUAHU VHOCI OH. <br />QINSTALL CHAN LINK FENCING PER DETAILS <br />Q3 IN1I -11 Or auuveL Ou Slue Or rENCe roR MAIN LNANCe eI HIv. <br />MATCH GRAVEL SURFACE EDGE AND ELEVATION PATH EXISTING BIT. EDGE <br />CONSTRUCTION QUANTITIES: <br />3n PROPOSED CL VORAVEL T,CB5TON 14 -1]5 <br />ASR <br />TAE <br />SURFACEAREA ANALYSIS <br />TOTAL LOT AREA = SO. FT. 122 512 <br />EXISTING IMPERVIOUS SURFACE _ 36 450 SOFT has 0%) LAYOUT PLAN <br />PROPOSED GRAMELSURFACE 18 650 SO FT <br />PRO POSED TOTAL IMPERVIOUASURFACE _ 78 705 SO FT @4L„ ETNCZ <br />
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