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DEMOLITION AND REMOVAL NOTES: P E R K I N <br /> NOTE: 1. PRIOR TO START OF DEMOLITION, ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED BY THE CONTRACTOR AND <br /> APPROXIMATE NUMBER OF TREES TO INSPECTED BY THE CITY OF ARDEN HILLS, RAMSEY COUNTY, AND RICE CREEK WATERSHED DISTRICT. ALL SILT FENCES SHALL BE INSTALLED + W I L L <br /> AND INSPECTED PRIOR TO ANY CONSTRUCTION ACTIVITY. SILT FENCES SHALL BE INSTALLED ALONG THE CONTOUR. <br /> BE REMOVED IS 730 TREES (8594 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY THE <br /> CALIPER INCHES) COORDINATE TREE LOCATION, ELEVATION AND MARK ALL EXISTING UTILITIES 48 HOURS BEFORE CONSTRUCTION STARTS. THE ENGINEER, ARCHITECT OR OWNER REMOVAL WITH LANDSCAPE DOES NOT GUARANTEE THAT ALL THE UTILITIES ARE MAPPED, OR IF MAPPED, ARE SHOWN CORRECTLY. CONTACT GOPHER STATE ONE CALL Suite20 84 10th St.South <br /> AT 651-454-0002 FOR FIELD LOCATING EXISTING UTILITIES. CONTACT UTILITY OWNER IF DAMAGE OCCURS DUE TO CONSTRUCTION. <br /> ARCHITECTURAL PLANS PRIOR TO 3. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR IS TO CLEARLY IDENTIFY IN THE FIELD THE WETLAND PERIMETERS THAT ARE NOT TO Minneapolis,MN 55403 <br /> REMOVAL. BE IMPACTED SO THAT NO ENCROACHMENT OCCURS. AFTER THE PERIMETERS ARE CLEARLY MARKED IN THE FIELD, THE CONTRACTOR SHALL t612.851.5000 <br /> CONTACT RICE CREEK WATERSHED DISTRICT TO CONFIRM AND APPROVE NO ENCROACHMENT LIMITS. f 612.851.5001 <br /> 4. THERE MAY BE MISCELLANEOUS ITEMS TO BE REMOVED THAT ARE NOT IDENTIFIED ON THESE PLANS. THE CONTRACTOR SHALL VISIT THE www.perkinswill.com <br /> SITE AND REVIEW THE DOCUMENTS TO OBTAIN A CLEAR UNDERSTANDING OF THE INTENDED SCOPE OF WORK. CONSULTANTS <br /> 5. PRIOR TO START OF CONSTRUCTION, DISCONNECT ALL GAS AND ELECTRIC SERVICES UNDER PROPOSED BUILDING FOOT PRINT. COORDINATE <br /> DISCONNECTION OF EACH UTILITY WITH THE UTILITY OWNER. REMOVE ALL GAS AND ELECTRIC LINES UNDER PROPOSED BUILDING CIVIUSTRUCTURAL <br /> FOOTPRINT. <br /> 6. ANY UTILITIES NOT INDICATED FOR REMOVAL OR ABANDONMENT, ARE TO BE PROTECTED AT ALL TIMES. REFER TO MECHANICAL/ELECTRICAL <br /> PLANS FOR REMOVALS OF FIBER OPTIC, ELECTRIC, GAS , CABLE, ETC.. <br /> 7. ALL EXISTING CURB AND GUTTER IS TO BE REMOVED WITHIN THE SCOPE OF THE PROJECT FROM THE SAW CUT LINES TO THE NEAREST BKBM <br /> JOINT. <br /> 8. THE TOPOGRAPHIC BACKGROUND INFORMATION WAS PREPARED BY SUNDE LAND SURVEYING. (952) 881-2455. ENGINEERS <br /> 9. ALL WORK IN THE PUBLIC RIGHT OF WAY IS TO BE COORDINATED WITH RAMSEY COUNTY. ROADWAY REPAIRS, BOULEVARD REPAIRS, AND <br /> TRAFFIC CONTROL ARE TO BE PER RAMSEY COUNTY STANDARDS AND SPECIFICATIONS. <br /> GENERAL NOTES: 5930 Brooklyn Boulevard <br /> Minneapolis, MN 55429-2518 <br /> 1. CONCRETE CURB AND GUTTER REMOVAL, PAVEMENT REMOVAL, AND UTILITY REMOVAL LIMITS ARE TO BE COORDINATED WITH RAMSEY COUNTY (763) 843-0420 Fax: (763) 843-0421 <br /> AND UTILITY OWNER. REFER TO ALL CONSTRUCTION DOCUMENTS. www.bkbm.com <br /> 2. THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A TRAFFIC CONTROL PLAN WHILE WORKING WITHIN THE RIGHT—OF—WAY. THE TRAFFIC <br /> CONTROL PLAN SHALL BE APPROVED BY RAMSEY COUNTY AND CITY OF ARDEN HILLS PRIOR TO STREET ENCROACHMENT. <br /> 3. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING AND REVIEW ALL CONSTRUCTION DOCUMENTS AND GEOTECHNICAL REPORTS. NO <br /> ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT SHOULD HAVE BEEN ANTICIPATED BY PERFORMING THE ABOVE. MICHAUD COOLEY <br /> 4. THE ROCK CONSTRUCTION ENTRANCE INDICATED ON THE PLAN IS SHOWN IN AN APPROXIMATE LOCATION. PRIOR TO START OF ERICKSON <br /> CONSTRUCTION, THE CONTRACTOR IS TO COORDINATE WITH THE CITY OF ARDEN HILLS FOR THE EXACT ROCK CONSTRUCTION ENTRANCE 333 SOUTH SEVENTH STREET,SUITE 1200 <br /> LOCATION. MINNEAPOLIS,MN 55402 <br /> www.michaudcooley.com <br /> P:612.339.4941 <br /> MINIMUM TWO (2) FOOT HIGH ROCK BERM <br /> CONSISTING OF 1 INCH TO 2 INCH DIAMETER <br /> POSTS 4' ON CENTER POSTS WASHED ROCK <br /> SHALL BE 2" x 2" HARDWOOD, <br /> PINE OR STANDARD STEEL FENCE <br /> POSTS. POSTS SHALL BE DRIVEN <br /> 2' INTO THE GROUND. 12 INCH MINIMUM OF 1 <br /> : <br /> EXISTING 4:1 SLOPE ��41 SLOPE INCH TO 2 INCH <br /> BITUMINOUS �� DIAMETER WASHED ROCK <br /> 30" <br /> GEOTEXTI LE <br /> FABRI G EOTEXTI LE <br /> FABRIC <br /> 16' GEOTEXTILE FABRIC <br /> PU D <br /> APPLICATION <br /> 50' MINIMUM MAY 02, 2016 <br /> PLACE BOTTOM EDGE OF FENCE <br /> INTO 6" DEEP TRENCH AND <br /> BACKFILL IMMEDIATELY. <br /> 6 NOTE: <br /> 1. MINIMUM LENGTH OF 50 FEET AND WIDTH OF 12 FEET. <br /> NOTE: SILT FENCE MATERIALS AND 2. FOLLOW ALL CITY, WATERSHED DISTRICT AND MPCA STANDARDS. <br /> INSTALLATION SHALL CONFORM TO THE 3. CLEAN STREETS ON A DAILY BASIS OR MORE FREQUENTLY IF <br /> REQUIREMENTS OF MN/DOT 3886.2 REQUESTED BY CITY, WATERSHED DISTRICT OR MPCA. <br /> 3 SILTATION FENCE 1 BERM NOT FOR <br /> ED ROCK CONSTRUCTION ENTRANCE NOT <br /> CO1 —00 NOT TO SCALE CO1 —00 NOT TO SCALE <br /> LAND O'LAKES <br /> HEADQUARTERS <br /> CONSOLIDATION <br /> POLYESTER SLEEVE <br /> O <br /> FILTER ASSEMBLY <br /> 6' MIN. FROM MANHOLE COVER ASSEMBLY <br /> DRIPLINE <br /> OR AS SHOWN <br /> ON PLAN <br /> DRIPLINE VARIES <br /> Z 4' HGT. CURB LAND O'LAKES <br /> �'o- 4001 Lexington Ave N. <br /> M�k 10' MAX. BETWEEN IF PROPOSED DEMOLITION REQUIRES Arden Hills, MN 55126 <br /> SUPPORTS ACCESS INTO THE TREE DRIPLINE, KEYPLAN <br /> MINIMIZE THE AMOUNT OF HEAVY p <br /> EQUIPMENT TRAFFIC & DO NOT STOCKPILE <br /> CONSTRUCTION DEBRIS AGAINST <br /> THE TREE TRUNK. <br /> DRIPLINE VARIES <br /> POLYESTER SLEEVE DI-23 <br /> U . <br /> FILTER ASSEMBLY <br /> CURB <br /> 1.5 x DIAMETER (INCHES) OF TREE 1" REBAR FOR BAG OPENING <br /> EQUALS RADIUS (FEET) OF REMOVAL FROM INLET <br /> PROTECTION FENCING (REBAR NOT INCLUDED) <br /> OR AS SHOWN ON PLAN <br /> OPTIONAL OVERFLOW ISSUE CHART <br /> ® FOAM EXPANSION MARK ISSUE DATE <br /> SILTSACK RESTRAINT <br /> 10' MAX. BETWEEN <br /> SUPPORTS DUMP LOOPS <br /> (REBAR NOT INCLUDED) <br /> PLAN VIEW <br /> a v v <br /> ° . . <br /> a o .6 I hereby certify that this plan, specification <br /> 4 TREE PROTECTION o or report was prepared by me or under <br /> C01 -00 <br /> NOT TO SCALE o my direct supervision and that I am a duly <br /> INSTALLATION DETAIL Licensed Professional Engineer under the <br /> a a SIDE VIEW INSTALLED laws of the state of Minnesota. <br /> 4 KEVIN A.BOHL <br /> WOOD OR METAL <br /> INFRASAFE SEDIMENT Date 05-02-2016 Lic.No. 52209 <br /> OPENING FOR LARGE CONTROL BARRIER (27" OR 2'X3') STAKE <br /> RAINFALL EVENTS PERFORATED WALL FILTER CATCH BASIN Job Number 15401 <br /> BARRIER FRAME Mn/DOT 3149.2H COARSE ROCK FABRIC Drawn WH-NA <br /> va{. 4" — 24" <br /> Checked TJC <br /> CATCH BASIN <br /> STRUCTURE Approved KAB <br /> NOTES: <br /> 1. MAXIMUM DISTANCE BETWEEN POSTS IS 4'. AN EXTRA SELECTIVE SITE <br /> POST MAY BE ADDED ON EACH SIDE. <br /> 2. MAINTAIN UNTIL SURFACE HAS BEEN PAVED AND/OR <br /> VEGETATION HAS BEEN ESTABLISHED. DEMOLITION NOTES <br /> 3. GEOTEXTILE FILTER FABRIC SHALL BE INSTALLED PER <br /> SILT FENCE DETAIL. AND DETAILS <br /> 2 INLETS SEDIMENTATION PROTECTION OPTIONS <br /> Co —00 NOT TO SCALE C01 =0 0 <br /> Copyright©2014 Perkins+Will <br />