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�� I I L_ _ u � d '• I�'I I � P REMOVE CONC. 1 END SAP 147-109-002 - 1 BOLLARD STA:7+29.97 f� ALVAGE 2 1 w{ k a �� PLANTER EDGING �' � � � � - -. -�� • ---- -- °I 4+Od 5+00 I ,� 6+00 � 7+_00 7 30 1 0 +00 J+dO - —I �"- 3+0� —1- - - t- —I +— v LL \ 5 d o/' -� PROTECT/ �+ HOLD POLE $ 1ST AVENUE NW ®-- -7 1 —•P REMOVE AND REPLACE EXISTING WALL -- REMOVE HYDRANT ONLY REMOVE 30OLF EXISTING (SEE SHEET 41) BEGIN SAP 147-109-002 FENCE 1 STA: 0+74.81 _ I r F LEGEND GENERAL REMOVAL NOTES:NOTES LEGEND EROSION CONTROL NOTES: 0 REMOVE BITUMINOUS SURFACE PROPOSED STORM SEWER 1) THE LOCATION OF UNDERGROUND UTILITIES IS APPROXIMATE. CONTRACTOR SHALL SEE SHEET 10 FOR EROSION CONTROL NOTES SAWCUT EXISTING BITUMINOUS PAVEMENT 2 SAWCUT EXISTING CONCRETE PAVEMENT CALL GOPHER STATE ONE CALL AT 651-454-0002. ALL UTILITIES MUST BE LOCATED D CLEARING AND GRUBBING EROSION CONTROL FENCE PRIOR TO THE START OF CONSTRUCTION. REMOVE CATCH BASIN TOP AND CASTING REMOVE CONCRETE SURFACE FLOTATION SILT CURTAIN 2) SEE SIGNING AND STRIPING PLAN FOR SIGNAGE REMOVALS.THE CONTRACTOR SHALL ® REMOVE CASTING BE RESPONSIBLE FOR THE REMOVAL, PROTECTION, STORAGE, AND REPLACEMENT REMOVE STORM SEWER MANHOLE REMOVE CONCRETE SIDEWALK CONST. LIMITS OF ALL STREET SIGNS, WARNING SIGNS, AND REGULATORY SIGNS THAT NEED TO BE REMOVE CATCH BASIN PAVEMENT SAWCUT MOVED OR REMOVED AS A RESULT OF CONSTRUCTION ACTIVITIES REMOVE PAVERS EXISTING POWER POLE/GUY WIRES TO BE E3) CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY STRUCTURES THAT ARE RELOCATED (BY OTHERS) n X CLEAR AND GRUB TREE \-,/BIOROLLS NOT BEING REMOVED OR RELOCATED 0 25 50 ® PROTECT EXISTING CURB LINE MN/DOT SP 6284-171 4) TRENCH BOXES OR OTHER TRENCH STABILIZATION METHODS MAY BE REQUIRED /• / • / • REMOVE CONCRETE CURB AND GUTTER IMPROVEMENTS BY OTHERS DURING CONSTRUCTION TO MINIMIZE REMOVAL LIMITS �9 REMOVE EXISTING SIGNAL SYSTEM n • X•X•X • REMOVE UTILITY LINES HORIZONTAL 10 SALVAGE BENCH v — I — REMOVE WATERMAIN 5) CONTRACTOR TO VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR TO SAWCUTTING SCALE IN FEET 11 REMOVE GATE VALVE ROCK ENTRANCE REMOVE STORM SEWER CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION CONTRACTOR SHALL COORDINATE ALL PRIVATE 12 REMOVE GATE VALVE AND SLEEVE v E] STORM SEWER STRUCTURE PROTECTION REMOVE SANITARY SEWER ACTIVITIES WITH SP 6284-171 IMPROVEMENTS. UTILITY ADJUSTMENTS AND RELOCATIONS 13 REMOVE EXISTING FENCE AND COLUMNS 14 REMOVE WATER SERVICE 2" MILL AND OVERLAY ---_---- _ I O I > N_fi __ o a—L_nn__ jl 24+00 mT _+ T _ 4+00 2L> a „2M AACENUE,-NW L REMOVE HYDRANT\ ,� AND WATERMAIN II I II No. Date Revisions A App. DRAWING NAME HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION CITY OF NEW BRIGHTON S.A.P. 147-020-040, 062-619-033 SHEET N0. NO DATE REVISION XX REMOVAL/EROSION ■ ^DIRECT �IHorn OR REPORT WAS PREPARED BY ME OR UNDER MY SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE 1 ' C1tj Of COUNTY ROAD F/10TH STREET NW REHABILITATION ^/ ^/ DESIGNED BY: DML I�eyNpxyN/o LAWS OF THE STATE OF MINNESOTA. NEW STREET S.A.P. 147-020-041, 062-677-028 NO DATE REVISION XX DRAWN BY: DML 'BRIGHTON CITY PROJECT 15-1 S.A.P. 147-121-005, 147-109-002 NO DATE REVISION XX CHECKED BY: CGS Engin —w &Pani t 2550 UNIVERSITY AVENUE WEST, SUITE 238N, SI, PAUL, MN 55114 aos ow Hsgn -y e ,wJ ss1f2 N w(651) 1ST AVENUE NW AND 2ND AVENUE NW CRAIG G. SCHLICHTING NO DATE REVISION XX DATE: 3-2-15 PHONE: 651-645-4197 (ssrs-zoso 38 WWW.KIMLEY-HORN.COM 3-2-15 41295 REMOVAL AND EROSION CONTROL PLAN S, A. P, 147-110-011 89 NO DATE REVISION XX PROJECT No. 15-1 DAT_: MN LIC. N0.