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6 <br />I <br />Iv, 7 <br />� I 1 <br />J <br />A <br />I I \ <br />\I <br />EXISTING BITUMINOUS 1 <br />PARKING LOT 1 <br />11 <br />1 <br />0 <br />0) <br />EX. CB <br />RIM: 903.38 <br />INV: 898.06 <br />`O <br />y�c <br />\ \ '4?O <br />oy <br />KEY NOTES: <br />DREMOVE EXISTING BITUMINOUS PAVEMENT <br />DREMOVE EXISTING CURB & GUTTER <br />3D REMOVE EXISTING STORM SEWER <br />4D REMOVE EXISTING APRON <br />5D REMOVE EXISTING TREES <br />6DSAWCUT EXISTING CURB AND GUTTER OR REMOVE AT NEAREST <br />EXPANSION JOINT <br />7D SAWCUT EXISTING BITUMINOUS PAVEMENT AT REMOVAL LIMITS <br />JREMOVE AND RELOCATE EXISTING SIGN & POST. COORDINATE NEW <br />LOCATION WITH OWNER <br />2 <br />r <br />5 <br />V <br />4 o <br />ti <br />v vv y �� ice, v v vv <br />5 <br />V A \ A V A 9OF <br />\ 2 OOP \ <br />c <br />90 <br />\\ 7 <br />o A <br />ti <br />PROPOSED PROPERTY 5 \ <br />\ LINE (TYP.) <br />2 <br />5 <br />� 4 <br />\ EX. CB �A v <br />\ RIM: 901.82\ <br />V � <br />INV:898.27 �" —� <br />\ F Zia RCC=a <br />\ Z� <br />30" HDPQE <br />EX_ u <br />NOTES: <br />1. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL <br />LIMITS PRIOR TO ANY CONSTRUCTION. <br />2. SAWCUT CURB AND GUTTER AND SIDEWALK, OR REMOVE AT NEAREST <br />EXPANSION JOINTS. <br />3. SAWCUT BITUMINOUS PAVEMENT FULL DEPTH AT ALL TIE-IN LOCATIONS. <br />4. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN <br />ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ <br />OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING <br />LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN <br />OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. <br />5. ALL UTILITIES AND SERVICES SHOWN OR NOT SHOWN SHALL BE REMOVED OR <br />ABANDONED WITHIN THE PROPERTY LINES. COORDINATE WITH LOCAL GAS <br />COMPANY, UTILITY COMPANY, OR PROPER AUTHORITIES PRIOR TO REMOVAL OR <br />ABANDONING, UNLESS OTHERWISE NOTED. <br />6. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. <br />1-800-252-1166. <br />7. ALL WORK RELATED TO OR AFFECTING MUNICIPAL INFRASTRUCTURE REQUIRES <br />A MINIMUM OF 24-HOUR NOTICE TO MOUNDS VIEW PUBLIC WORKS AT <br />763-717-4050. <br />8. THE CONTRACTOR SHALL SECURE ANY PERMITS REQUIRED BY MOUNDS VIEW <br />PUBLIC WORKS PRIOR TO BEGINNING CONSTRUCTION. <br />9. THE CONTRACTOR SHALL SECURE ANY PERMITS REQUIRED BY RAMSEY COUNTY <br />PRIOR TO BEGINNING CONSTRUCTION. <br />10. CONTRACTOR SHALL MINIMIZE EXCAVATIONS WITHIN THE RIGHT-OF-WAY TO <br />PREVENT DAMAGE TO THE STREET PAVEMENT AND CURBING. <br />11. CONTRACTOR SHALL COORDINATE HAUL/TRUCK ROUTES WITH MOUNDS VIEW <br />PUBLIC WORKS PRIOR TO BEGINNING CONSTRUCTION. <br />12. CONTRACTOR SHALL SUBMIT STREET CLOSURE/DETOURS TO BE APPROVED BY <br />MOUNDS VIEW PUBLIC WORKS A MINIMUM OF 24 HOURS PRIOR TO BEING <br />INSTALLED. <br />1 <br />I <br />EXISTING BITUMINOUS — — — -903j <br />PARKING LOT <br />5 <br />/ SNOW \ <br />PILE <br />N <br />904--- — — ---- <br />i <br />< < EX. 8 PVC < < EX. H <:' <br />���-------------� RIM:904.56 ' <br />EX. 8" DIP INV:898.79 <br />SNOW <br />PILE <br />2 1 \ \ <br />6 <br />� \ v <br />ti <br />2 7 <br />I <br />I <br />— — — — — \ BENCHMARK #1 <br />TOP NUT OF HYDRANT <br />- ELEV: 905.68 <br />/ <br />/ <br />/ cy <br />C� y <br />o \ cq <br />Oy \ <br />\ Oy \ <br />O <br />\ �c <br />"o \ <br />/ \y <br />LEGEND <br />HYDRANT <br />OS <br />SANITARY MANHOLE <br />�J <br />GATE VALVE <br />71) <br />POWER POLE <br />0_6 <br />LIGHT POLE <br />❑ <br />CATCH BASIN <br />SIGN <br />DECIDUOUS TREE <br />CONIFEROUS TREE <br />SHRUB <br />® <br />PEDESTAL <br />< <br />GUY WIRE <br />® <br />BOLLARD <br />❑ <br />POWER BOX <br />O <br />ELECTRIC METER <br />00 <br />MONITORING WELL <br />o <br />SANITARY SEWER CLEANOUT <br />WOOD FENCE <br />--o <br />CHAINLINK FENCE <br />0 <br />X <br />WIRE FENCE <br />STORM SEWER LINE <br />SANITARY SEWER LINE <br />WATERMAIN <br />OHE <br />OVERHEAD ELECTRIC <br />UG' <br />UNDERGROUND TELEPHONE <br />F- <br />UNDERGROUND FIBER <br />UGE <br />UNDERGROUND ELECTRIC <br />UNDERGROUND GAS LINE <br />CONCRETE PAVEMENT <br />BITUMINOUS PAVEMENT <br />AGGREGATE SURFACING <br />LANDSCAPING <br />BUILDING <br />0 20' 40' <br />BENCHMARK INFORMATION: <br />BENCHMARK #1: TOP NUT OF HYDRANT SOUTHEAST OF SITE <br />ELEV: 905.68 <br />DESIGN*TREE <br />engineering + land surveying <br />St. Cloud I Alexandria I Rogers <br />320-217-5557 <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />PRINTED NAME: MICHAEL J. GERBER <br />DATE: 03-11-21 LICENSE #: 56653 <br />CARIBOU CABIN <br />MOUNDS VIEW, MN <br />55112 <br />THIS DRAWING AND THE INFORMATION THEREIN IS <br />THE PROPERTY OF DESIGN TREE ENGINEERING INC. <br />USE BY THE HOLDER OR DISCLOSURE TO OTHERS <br />WITHOUT THE PERMISSION OF DESIGN TREE <br />ENGINEERING INC. IS PROHIBITED. IT CONTAINS <br />PROPRIETARY AND CONFIDENTIAL INFORMATION OF <br />DESIGN TREE ENGINEERING INC. REPRODUCTION OF <br />THE MATERIAL HEREIN WITHOUT WRITTEN <br />ERMISSION OF DESIGN TREE ENGINEERING INC. <br />VIOLATES THE COPYRIGHT LAWS OF THE UNITED <br />STATES AND WILL SUBJECT THE VIOLATORS TO <br />LEGAL PROSECUTION. <br />COPYRIGHT @ 2021 BY DESIGN TREE ENGINEERING <br />DRAWN BY: MJG <br />CHECKED BY: JEA <br />PROJECT NO.: 10521001 <br />NO. <br />DATE <br />DESCRIPTION <br />1 <br />06/11/21 <br />PERMIT SUBMITTAL <br />2 <br />06/16/21 <br />REV. SUBMITTAL <br />REMOVALS PLAN <br />DRAWING NO. <br />C101 <br />