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-� P ' GL=883.50 <br />S •� <br />_ <_ _ o _ �:am:hmv-we�f_ 3€0- J"°"tfOy YMi� <br />El. <br />\ 1 1 <br />1 I I r� <br />I I / <br />I I / <br />I I / / <br />/ / / / <br />/ / / / <br />EXISTING BUILDING <br />FFE=883.50 <br />Existing <br />Building <br />ROOF DRAIN <br />IE=874.50 <br />_ _ -1\\ <br />\ <br />\ <br />\ <br />\ <br />\\ <br />/ II L <br />I <br />/ ) <br />/ A / <br />PROPOSED BUILDING / L <br />FFE=883.50 r- <br />I j 1 <br />/� / <br />1 L1 k r 7,--- <br />- <br />I 11 \ <br />I <br />r <br />I I <br />LEASER PROPERTIES, LLC. <br />14445 AZURITE STREET <br />DATE REVISION <br />6/11/26 <br />7/3/26 <br />CITY REVIEW NO.1 <br />CITY REVIEW COMMENTS <br />/ <br />/ <br />\ II I / <br />\\ // II / /'/ / /// <br />Ilq//// <br />I I I / / / 1 <br />I I I <br />I I <br />I I I I <br />I <br />\ III <br />\ _II• <br />/ <br />104 <br />24. I I <br />I 1 <br />1 \ \ / 6 <br />i \ \ \ . s <br />\MODULAR BLOCK RETAINING WALL <br />TW=879.0 <br />BW=878.2 <br />/ <br />r <br />-/ / <br />STATE OF MINNESOTA <br />14730 SUNFISH LAKE BOULEVARD <br />CONTRACTOR TO VERIFY LOCATION <br />AND ELEVATION OF UNDERGROUND <br />ELECTRIC PRIOR TO GRADING <br />OPERATIONS <br />TW=876.0 <br />BW=863.0 <br />EOF=875.90 <br />TW=876.9 <br />BW=871.0 <br />TW=874.0 <br />°n-;:k BW=865.0 <br />I\ 1 I I ' 1 / / <br />��eb. <br />4640.060 <br />• <br />_.Nw'C.! :ems ,^=== Mar <br />p 1111 II III Ij y <br />I I I1 I I I I I I I <br />\ III <br />•Qy I I <br />GL=876.10 <br />TW=873.9 <br />BW=863.0 <br />TW=874.0 !/ <br />/ BW=871.0 <br />/ / ,/ / / / <br />{�� tdp� �ob� (nbp b �o-� ti:•' - J '\.' <br />G L=87_ 6.30 A <br />__ - W))1�4 /,/ / <br />I I \ \ \ I \r \ \--- < / / ro%or/`�e/�ear.7 <br />\ \ ,N\ \ \ 1 1 \ / - / _„alc , i <br />\ \'� \ \ 1 I \ \ \ \ - - - '� - 1'Y -87. <br />-aeN / ii I I I 1 \ \ \ \ ---__ �' ,� �ii>:_- ��la , -87 <br />���,/III \\\\' - i'i �- <br />aye I I \ \ \ \ \ \ r----..-'PROPOSED BUILDING' i }61 -87 <br />�� FFE=880.00 i ' / / <br />i///\ I II1\\I I/ �/ <br />//// -ii'a <br />_'//II1I 1 -- 88 <br />'i/// II II/1I - � i-- ,-- <br />.� <br />I <br />\ \ \ \----���e <br />-tea <br />I\ \ --- ------- -81 <br />\ <br />GL=882.29 <br />I hereby certify that this plan, specification, or report was DESIGNED HY: <br />prepared by me or under my direct supervision and that I CJJ <br />am a duly Licensed Profes ional Engineer under the laws <br />of the Stat4l of Mini'poota. 11 DRAWN HY: <br />IDM <br />IRA J.IJOCHUM, P.E. GI[CK[DRr: <br />Dates-18-26 Lic. No 23461 TAE <br />489 SF WETLAND <br />FILL <br />/ I <br />_ <br />/ II <br />/ <br />_� 1r\ /// 1 111 <br />w -v- W <br />GL=881.50 1� GL=880.50 GL=879.60 <br />GL=882.46 <br />ZOUBEK INVESTMENTS, LLC. <br />6459 144TH AVENUE <br />Hakanson Anderson <br />Civil Engineers and Land Surveyors <br />3601 Thurston Ave., Anoka, Minnesota 55303 <br />763-427-5860 FAX 763-427-0520 <br />www.hakanson-anderson.com <br />i/ //'/// <br />/ / // / <br />// ////' <br />/ , /// <br />/// / \ \\ <br />/ / N N <br />/// <br />/// \\ <br />I <br />/ // \\ \\ I <br />/ --/ /, \ I / <br />/// / I //\\ \\ 1 I <br />-- / / i \ \ <br />/ / / I \\ \\ 1 <br />// <br />\ \ I <br />V A II <br />/ / // \\ o\ <br />/ / / \ a: \ <br />I/ / / \ > \ 1 <br />1 ,/ \\ <br />0 I <br />I °`11 / \ W\ <br />i <br />I// \\ S \\ 1 <br />4 ,// / \ \ <br />6 \\ /o / 1/ / \ y \ I <br />\'; `\I <br />I I j / ' <br />�/ \ \ <br />1Y I / \ <br />1\ \ I <br />\\ \\ <br />I' I I /-- \\ \ I <br />Ill/ <br />I `/ I/ \ I <br />II I <br />I I 11 % \ \\ <br />III Ili \\` \\ <br />WILDLIFE RESEARCH ADDITION <br />LEGEND <br />900 EXISTING MAJOR CONTOUR <br />900 <br />EXISTING MINOR CONTOUR <br />-900- PROPOSED MAJOR CONTOUR <br />PROPOSED BUILDING <br />PROPOSED WALL <br />SILT FENCE e <br />TW TOP OF WALL ELEVATION <br />BW FINISHED GROUND ELEVATION <br />AT BOTTOM OF WALL <br />INLET PROTECTION SEE SHEET 2 <br />EXISTING BITUMINOUS PAVEMENT <br />GENERAL NOTES <br />1. PRIOR TO IMPORTING OR EXPORTING MATERIAL FROM THE <br />SITE, CONTRACTOR SHALL CONSTRUCT A ROCK <br />CONSTRUCTION ENTRANCE PER CITY PLATE NO. ERO-5 <br />2. PLACE A MINIMUM OF 4'' OF SALVAGED TOPSOIL OVER <br />ALL DISTURBED AREAS OUTSIDE THE PROPOSED PARKING <br />LOT AND BUILDING AREA. TOPSOIL SHALL NOT CONTAIN <br />MORE THAN 35% SAND. <br />3. VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL <br />PLANS. <br />4. SEE SHEET 8 FOR UTILITY PLAN. <br />5. CONTRACTOR SHALL IMMEDIATELY INITIATE STABILIZATION <br />OF EXPOSED SOIL AREAS AND COMPLETE STABILIZATION <br />WITHIN SEVEN CALENDAR DAYS AFTER THE <br />CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE <br />TEMPORARILY OR PERMANENTLY CEASES. <br />6. CONTRACTOR SHALL DETERMINE A LOCATION FOR <br />CONCRETE AND OTHER WASHOUT WASTE. A SIGN SHALL <br />BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY <br />THAT REQUIRES SITE PERSONNEL TO UTILIZE THE <br />PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND <br />OTHER WASTES. <br />7. STREET SWEEPING MUST BE PERFORMED DAILY IF <br />SEDIMENT IS TRACKED OUTSIDE THE CONSTRUCTION <br />LIMITS OR ONTO ANY CITY STREETS. <br />8. SEE THE REPORT OF GEOTECHINCAL EXPLORATION <br />PREPARED BY AMERICAN ENGINEERING TESTING FOR <br />SOILS AND GEOTECHINCAL INFORMATION. <br />9. MAXIMUM FINISHED GRADE SLOPE SHALL BE 4:1. <br />10. ALL RETAINING WALLS SHALL BE DESIGNED BY THE <br />MANUFACTURERS REPRESENTATIVE. THE DESIGN SHALL BE <br />SUBMITTED TO THE PROJECT ENGINEER FOR REVIEW AND <br />APPROVAL. <br />11. SEE NOTE ON SHEET 16 FOR PERMANENT COVERAGE OF <br />EXPOSED SOILS. <br />REFERENCE NOTES <br />ID THE RETAINING WALL WILL REQUIRE A SEPARATE <br />BUILDING PERMIT. CONTRACTOR SHALL PROVIDE WALL <br />DESIGN CERTIFIED BY A MINNESOTA LICENSED <br />PROFESSIONAL ENGINEER. WALL DESIGN SHALL INCLUDE <br />CONSIDERATION FOR THE PARKING LOT SURCHARGE AND <br />OVER TURNING FORCES OF THE FENCE. <br />e SILT FENCE PER CITY PLATE ERO-1. <br />30 <br />SCALE <br />IN <br />GRADING AND EROSION CONTROL PLAN <br />CITY OF RAMSEY, MINNESOTA <br />30 60 <br />rEef <br />SHEET <br />7 <br />16 <br />SHEETS <br />2165.12 <br />