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F"- <br />1"-2" <br />WASHED ROCK <br />BOCK CONSTROCTION ENTRANCE <br />EXTEND WIRE H� <br />INTO TRENCH <br />SUPPORT POST <br />ANCHORAGE IN-SITU SOL <br />� � Y ME <br />S <br />NDl�k <br />MIN. <br />1) WIRE <br />MESH ISNOT REQUIRED. <br />2T CONTRACTOR IS RELPONSIBLE FOR <br />REMOVAL OF ALL EROSION CONTROL <br />MATERIALS FOLLOWING TURF <br />ESTABLISHMENT. <br />EROSION CONTROL PACE <br />NOT TO SCALE <br />IB•� 5 <br />W LINE <br />8'J <br />CURB CUT <br />4' <br />4' CONCRETE (,%UZ) <br />4" CLASS S AGGREGATE BASE <br />CONCRETE SPILLWAY <br />TYPICAL SECTION <br />VARIES SEE PLAN <br />WW <br />CONCRETE <br />SPILLWAY <br />RIPRAP (CL III) GEOTEXTILE FILTER FABRIC <br />CONCRETE SPIIIWAT W/ RIP -RAP <br />NOT TO SCALE <br />TOR PLATE <br />Dw 1Q CENTER OF FILTER ASSEMBLY <br />FLOW © - TOP OF <br />CURB BOX <br />FILTER ASSEMBLY <br />1 <br />HIGH-FLOW FABRIC /—NEENAH 11-30151-1�i� <br />MIRAFl FF701 <br />WIMCO INLET PROTECTION <br />NOT TO SCALE <br />. .3 <br />- 1.5- WEAR <br />- 2.360 <br />1AEAR COURSECTION B 45030B) <br />ORDNARY COMPACTION METHOD <br />- TACH COAT, MNOOT 2357 <br />2' BASE - 2360 <br />NON -WEAR COURSE MIXTURE B (LVNw3503OB) <br />ORDINARY COMPACTION METHOD <br />- 6' AGC. BASE, CL 5 OR CL 6 <br />MND07 3136 <br />SPECIFIED DENSITY COMPACTION METHOD <br />APPROVED GRANULAR SUBBASE AS <br />DETERMINED BY GEOTECHNICAL ENGINEER <br />PAVING SHALL CONFORM TO THE LATEST EDITION OF MNDOT•S <br />STANDARD SPECIFlCATONS FOR CONSTRUCTION AND THE CITY'S <br />STANDARDS FOR STREET AND UTILITY CONSTRUCTION. <br />GEOTECHINCAL ENGINEER TO RENEW CN -SITE SOILS AND PAVEMENT <br />SECTION PRIOR TO ANY INSTALLATIONS. <br />PROPOSED BITUMINOUS <br />NOT TO SCALE <br />A. <br />I I <br />1/2"R 3,R <br />1/2'R <br />3/4"/FL <br />.I <br />e' la• <br />NOTE FOR MECHANICALLY LAID <br />CURB, SHOE MAY BE TILTED. <br />1612 CONCRETE CURB AND GUTTER <br />NOT TO SCALE <br />1/2-R I I s,R <br />NOTE: FOR MECHANICALLY WD <br />CURB• SHOE MAY BE 10ED. <br />6612 CONCRETE CURB ANN GUTTER <br />NPan <br />NOT TO SCALE <br />1/2-R <br />1/2- 2% <br />^I • +•. • PAVEMENT <br />Fes-- 24.. I <br />CONCRETE RIBBON CURB <br />NOT TO SCALE <br />DRAWN BY: DESIGN BY: <br />C.M. C.W.P. <br />CHCKD BY:PROD. NO, <br />C.W.P. 141502 <br />ORKNNAL DATE: <br />2 <br />4 <br />a <br />W� <br />N <br />. o <br />O � <br />PREPARED FOR <br />SIDUTHWIND <br />BUILDERS. INC. <br />:1 <br />? a. <br />SITE PLANNNO <br />,'ENGINEERING <br />PLQWE <br />EMNEERRIR, RIC. <br />6776 LAKE DRIVE <br />SUITE 110 <br />41'10 LANES. MN 55014 <br />PHONE: (661)361A2' 10 <br />FAX: (6611361.8701 <br />DETAILS Z <br />HUGO FOOD SHELF <br />NOT TOSCALE <br />2' x 2' WOW OR STEEL <br />POST 7'-7' O.C. <br />WIRE MESH REINFORCEMENT, STD, <br />FIELD FENCE MIN. 30' HIGH, MAX. <br />MESH SPACING OF 6' AND MIN. <br />14-1/2" GAUGE RARE IS OPTIONAL <br />GEOTEf(TLE FILTER FABRIC - <br />i <br />OVERLAP 6' AND FASTEN AT 2' <br />INTERVALS. LAY FABRIC IN TRENCH. <br />• <br />FABRIC ANCHORAGE TRENCH, <br />BKFILL TRENCH NTH TAMPED <br />NAACTURAL SOL <br />OF R10IOFF <br />.�i I�� <br />EXTEND WIRE H� <br />INTO TRENCH <br />SUPPORT POST <br />ANCHORAGE IN-SITU SOL <br />� � Y ME <br />S <br />NDl�k <br />MIN. <br />1) WIRE <br />MESH ISNOT REQUIRED. <br />2T CONTRACTOR IS RELPONSIBLE FOR <br />REMOVAL OF ALL EROSION CONTROL <br />MATERIALS FOLLOWING TURF <br />ESTABLISHMENT. <br />EROSION CONTROL PACE <br />NOT TO SCALE <br />IB•� 5 <br />W LINE <br />8'J <br />CURB CUT <br />4' <br />4' CONCRETE (,%UZ) <br />4" CLASS S AGGREGATE BASE <br />CONCRETE SPILLWAY <br />TYPICAL SECTION <br />VARIES SEE PLAN <br />WW <br />CONCRETE <br />SPILLWAY <br />RIPRAP (CL III) GEOTEXTILE FILTER FABRIC <br />CONCRETE SPIIIWAT W/ RIP -RAP <br />NOT TO SCALE <br />TOR PLATE <br />Dw 1Q CENTER OF FILTER ASSEMBLY <br />FLOW © - TOP OF <br />CURB BOX <br />FILTER ASSEMBLY <br />1 <br />HIGH-FLOW FABRIC /—NEENAH 11-30151-1�i� <br />MIRAFl FF701 <br />WIMCO INLET PROTECTION <br />NOT TO SCALE <br />. .3 <br />- 1.5- WEAR <br />- 2.360 <br />1AEAR COURSECTION B 45030B) <br />ORDNARY COMPACTION METHOD <br />- TACH COAT, MNOOT 2357 <br />2' BASE - 2360 <br />NON -WEAR COURSE MIXTURE B (LVNw3503OB) <br />ORDINARY COMPACTION METHOD <br />- 6' AGC. BASE, CL 5 OR CL 6 <br />MND07 3136 <br />SPECIFIED DENSITY COMPACTION METHOD <br />APPROVED GRANULAR SUBBASE AS <br />DETERMINED BY GEOTECHNICAL ENGINEER <br />PAVING SHALL CONFORM TO THE LATEST EDITION OF MNDOT•S <br />STANDARD SPECIFlCATONS FOR CONSTRUCTION AND THE CITY'S <br />STANDARDS FOR STREET AND UTILITY CONSTRUCTION. <br />GEOTECHINCAL ENGINEER TO RENEW CN -SITE SOILS AND PAVEMENT <br />SECTION PRIOR TO ANY INSTALLATIONS. <br />PROPOSED BITUMINOUS <br />NOT TO SCALE <br />A. <br />I I <br />1/2"R 3,R <br />1/2'R <br />3/4"/FL <br />.I <br />e' la• <br />NOTE FOR MECHANICALLY LAID <br />CURB, SHOE MAY BE TILTED. <br />1612 CONCRETE CURB AND GUTTER <br />NOT TO SCALE <br />1/2-R I I s,R <br />NOTE: FOR MECHANICALLY WD <br />CURB• SHOE MAY BE 10ED. <br />6612 CONCRETE CURB ANN GUTTER <br />NPan <br />NOT TO SCALE <br />1/2-R <br />1/2- 2% <br />^I • +•. • PAVEMENT <br />Fes-- 24.. I <br />CONCRETE RIBBON CURB <br />NOT TO SCALE <br />DRAWN BY: DESIGN BY: <br />C.M. C.W.P. <br />CHCKD BY:PROD. NO, <br />C.W.P. 141502 <br />ORKNNAL DATE: <br />2 <br />4 <br />a <br />W� <br />N <br />. o <br />O � <br />PREPARED FOR <br />SIDUTHWIND <br />BUILDERS. INC. <br />:1 <br />? a. <br />SITE PLANNNO <br />,'ENGINEERING <br />PLQWE <br />EMNEERRIR, RIC. <br />6776 LAKE DRIVE <br />SUITE 110 <br />41'10 LANES. MN 55014 <br />PHONE: (661)361A2' 10 <br />FAX: (6611361.8701 <br />DETAILS Z <br />HUGO FOOD SHELF <br />