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i1 <br />SERVICE AND INSULATE <br />GENERAL REMOVAL NOTES: <br />1) THE LOCATION OF UNDERGROUND UTILITIES IS APPROXIMATE. CONTRACTOR SHALL <br />CALL GOPHER STATE ONE CALL AT 651454-0002. ALL UTILITIES MUST BE LOCATED <br />PRIOR TO THE START OF CONSTRUCTION. <br />2) SEE SIGNING AND STRIPING PLAN FOR SIGNAGE REMOVALS.THE CONTRACTOR SHALL <br />BE RESPONSIBLE FOR THE REMOVAL, PROTECTION, STORAGE, AND REPLACEMENT <br />OF ALL STREET SIGNS, WARNING SIGNS, AND REGULATORY SIGNS THAT NEED TO BE <br />MOVED OR REMOVED AS A RESULT OF CONSTRUCTION ACTIVITIES <br />3) CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY STRUCTURES THAT ARE <br />NOT BEING REMOVED OR RELOCATED <br />4) TRENCH BOXES OR OTHER TRENCH STABILIZATION METHODS MAY BE REQUIRED <br />DURING CONSTRUCTION TO MINIMIZE REMOVAL LIMITS <br />5) CONTRACTOR TO VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR TO SAWCUTTING <br />EROSION CONTROL NOTES: <br />SEE SHEET 10 FOR EROSION CONTROL NOTES <br />CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION CONTRACTOR SHALL COORDINATE ALL PRIVATE <br />ACTIVITIES WITH SP 6284-171 IMPROVEMENTS. UTILITY ADJUSTMENTS AND RELOCATIONS <br />U SAWCUT EXISTING BITUMINOUS PAVEMENT <br />SAWCUT EXISTING CONCRETE PAVEMENT <br />�3 REMOVE CATCH BASIN TOP AND CASTING <br />® REMOVE CASTING <br />�5 REMOVE STORM SEWER MANHOLE <br />© REMOVE CATCH BASIN <br />EXISTING POWER POLE/GUY WIRES TO BE <br />RELOCATED (BY OTHERS) <br />® PROTECT EXISTING CURB LINE <br />�9 REMOVE EXISTING SIGNAL SYSTEM <br />10 SALVAGE BENCH <br />11 REMOVE GATE VALVE <br />12 REMOVE GATE VALVE AND SLEEVE <br />13 REMOVE EXISTING FENCE AND COLUMNS <br />14 REMOVE WATER SERVICE <br />0 25 50 <br />HORIZONTAL <br />SCALE IN FEET <br />No. <br />REMOVE BITUMINOUS SURFACE <br />PROPOSED STORM SEWER <br />A <br />App. <br />CLEARING AND GRUBBING <br />EROSION CONTROL FENCE <br />REMOVE CONCRETE SURFACE <br />0 FLOTATION SILT CURTAIN <br />CITY OF NEW BRIGHTON <br />REMOVE CONCRETE SIDEWALK <br />CONST. LIMITS <br />SHEET NO. <br />REMOVE PAVERS <br />PAVEMENT SAWCUT <br />X <br />CLEAR AND GRUB TREE <br />\J BIOROLLS <br />/ • / • / • <br />REMOVE CONCRETE CURB AND GUTTER <br />Ni SP 6284-171 <br />' <br />0f <br />COUNTY ROAD F/10TH STREET NW <br />REHABILITATION <br />IMPROVEMENTS BY OTHERS <br />• x • x • x <br />REMOVE UTILITY LINES <br />_ I _ REMOVE WATERMAIN <br />ROCK ENTRANCE <br />REMOVE STORM SEWER <br />STORM SEWER STRUCTURE PROTECTION <br />>- REMOVE SANITARY SEWER <br />i1 <br />SERVICE AND INSULATE <br />GENERAL REMOVAL NOTES: <br />1) THE LOCATION OF UNDERGROUND UTILITIES IS APPROXIMATE. CONTRACTOR SHALL <br />CALL GOPHER STATE ONE CALL AT 651454-0002. ALL UTILITIES MUST BE LOCATED <br />PRIOR TO THE START OF CONSTRUCTION. <br />2) SEE SIGNING AND STRIPING PLAN FOR SIGNAGE REMOVALS.THE CONTRACTOR SHALL <br />BE RESPONSIBLE FOR THE REMOVAL, PROTECTION, STORAGE, AND REPLACEMENT <br />OF ALL STREET SIGNS, WARNING SIGNS, AND REGULATORY SIGNS THAT NEED TO BE <br />MOVED OR REMOVED AS A RESULT OF CONSTRUCTION ACTIVITIES <br />3) CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY STRUCTURES THAT ARE <br />NOT BEING REMOVED OR RELOCATED <br />4) TRENCH BOXES OR OTHER TRENCH STABILIZATION METHODS MAY BE REQUIRED <br />DURING CONSTRUCTION TO MINIMIZE REMOVAL LIMITS <br />5) CONTRACTOR TO VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR TO SAWCUTTING <br />EROSION CONTROL NOTES: <br />SEE SHEET 10 FOR EROSION CONTROL NOTES <br />CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION CONTRACTOR SHALL COORDINATE ALL PRIVATE <br />ACTIVITIES WITH SP 6284-171 IMPROVEMENTS. UTILITY ADJUSTMENTS AND RELOCATIONS <br />U SAWCUT EXISTING BITUMINOUS PAVEMENT <br />SAWCUT EXISTING CONCRETE PAVEMENT <br />�3 REMOVE CATCH BASIN TOP AND CASTING <br />® REMOVE CASTING <br />�5 REMOVE STORM SEWER MANHOLE <br />© REMOVE CATCH BASIN <br />EXISTING POWER POLE/GUY WIRES TO BE <br />RELOCATED (BY OTHERS) <br />® PROTECT EXISTING CURB LINE <br />�9 REMOVE EXISTING SIGNAL SYSTEM <br />10 SALVAGE BENCH <br />11 REMOVE GATE VALVE <br />12 REMOVE GATE VALVE AND SLEEVE <br />13 REMOVE EXISTING FENCE AND COLUMNS <br />14 REMOVE WATER SERVICE <br />0 25 50 <br />HORIZONTAL <br />SCALE IN FEET <br />No. <br />Date <br />Revisions <br />A <br />App. <br />DRAWING NAME <br />HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION <br />CITY OF NEW BRIGHTON <br />S.A.P. <br />147-020-040, 062-619-033 <br />SHEET NO. <br />NO <br />DATE <br />REVISION <br />XX <br />REMOVAL/EROSION <br />■ ^ <br />KI Horn <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULYity <br />LICENSED ENGINEER UNDER THE <br />' <br />0f <br />COUNTY ROAD F/10TH STREET NW <br />REHABILITATION <br />r� <br />L4 <br />DESIGNED BY: <br />DML <br />I <br />HE STATE <br />LAWS OF THE STATE OF MINNESOTA. <br />OF <br />Nji;W <br />NEW <br />STREET <br />S.A.P. <br />147-020-041, 062-677-028 <br />NO <br />DATE <br />REVISION <br />XX <br />DRAWN BY: <br />DML <br />V\,>>> <br />11 <br />'BRIGHTON <br />CITY PROJECT 15-1 <br />S.A.P. <br />47-121-005, 147-109-002 <br />NO DATE REVISION XX CHECKED BY: CGS <br />Eg--ing Depart ren <br />NO <br />2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST, PAUL, MN 55114 <br />803 Ota Anghwag a <br />New aright on JWVS <br />ALLEY BETWEEN 2ND AVE NW AND 3RD AVE NW <br />CRAIG G. SCHLICHTING <br />3-2-15 41295 <br />S, A. P, <br />147-110-011 <br />DATE REVISION XX DATE: 3-2-15 <br />PHONE: 651-645-4197 <br />WWW.KIMLEY-HORN.COM <br />(651) 638-2050 REMOVAL AND EROSION CONTROL PLAN <br />89 <br />NO <br />DATE <br />REVISION <br />XX <br />PROJECT NO. <br />15-1 <br />DAT= MN LIC. NO. <br />