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V, l a <br />N �-1-' <br />I I <br />> e Ite4e �3 rt�` I I 1 <br />-, I 1-4' <br />\ \ \ \ <br />\1 1 GL=882.77 \ <br />N <br />��Z \ \ \ \ <br />• <br />'GL=883.50 <br />- <br />.mitering WelI�Y $ yd +-11nLtcrn9 �tll <br />-um �nsW�r me -tor �ta�ra <br />EXISTING BUILDING <br />FFE=883.50 <br />Existing <br />Building <br />ROOF DRAIN <br />IE=874.50 <br />r-� <br />I I <br />Land aped Area <br />LEASER PROPERTIES, LLC. <br />14445 AZURITE STREET <br />\ I _-- \ <br />1 I I r'� <br />I I I / \\ <br />I I I / \ <br />I I / / \ <br />\ / / / / \ <br />\ <br />--_---- \ <br />//---- <br />--- <br />} \\ <br />/ 1\ 1 <br />/ \ / (- <br />PROPOSED BUILDING / I_FFE=883.50 // I- <br />/ <br />I <br />/� J <br />t <br />1 T <br />I-- <br />1 <br />I <br />�_ 11e. is <br />1 <br />I <br />I I <br />a. <br />\ \\ % s <br />\ / <br />1MODULAR BLOCK RETAINING WALL 01 <br />TW=879.0 <br />BW=878.2 <br />9 <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 />/ <br />/ <br />/ <br />/ 1 I 1 <br />1 \ <br />/ I \ <br />/ 1 I \\ \ <br />/ <br />/ I \ \ <br />/ <br />/ / \ <br />/ / <br />j / -3 <br />Mikt <br />»--" <br />I <br />TW=876.9 <br />BW=871 .0 <br />\ <br />m <br />\ ' 11 I I 1/ 1 1 /ill , <br />II <br />Iiilismazmi=mizglhe <br />i � , Ni-- _vp es. swa I lT ■ I -I- 1 y r 1 sA -_ <br />41 \‘P1 � \ �' IIII I I I �1 i:, .:�� r� <br />\\ `\�`��<1I I I i i i i I i i III 1 I_I 1� �w' iffAr <br />\ \ \ 1 I I <br />I II <br />m/ a I I <br />1I1PI Iq II I III <br />m I b d 1 S 1 I _ d 1 <br />_ 1/ 1 1 1 1/ \\\ <br />-)\ <br />�\ \ 1 1 <br />BL5\ \\ \\� \ 1 \1 <br />-- r.-88(R-ip'-'. / 1 I I I <br />--i-aaa m / I I I <br />1 I I \ <br />�� ? _\N I \ \\ \ <br />L /� / / / / // i '---8\ Vv <br />/ 1 EOF=880.25 \ \ \ <br />9- <br />/ <br />/ --868- \ \ \, \, \\ \\ \t 1 1 1 / <br />EOF=875.90 <br />7. <br />-�-=-87▪ 3--- i--' ,- / - <br />_ --674- <br />GL=882.29 <br />GL=882.46 <br />TW=874.0 <br />BW=865.0 <br />--/// <br />- / - -- ,g'fc - <br />N /' <br />\ ---__� - /-- / --- -87,/ <br />Y <br />�1- -__ 'PROPOSED BUILDING // // ���/ <br />�- FFE=880.00 // �� <br />� ---- - i/i %// �19 <br />- i/ / / /' A <br />�`-----'�,-�---77 7 /// // /- <br />7 <br />--- ---'-/---- //////� // -�8, <br />j - - - <br />=S- / - --�7 / /� A <br />ZOUBEK INVESTMENTS, LLC. <br />6459 144TH AVENUE <br />GL=880.50 <br />GL=879.60 <br />/ <br />GL=876.10 <br />TW=873.9 <br />BW=863.0 <br />//y <br />'•8•:g16 / / / TW=874.0!/ / <br />8 <br />GL=876.30 / <br />9 --� / /•/. <br />ttl OF B 8777 <br />ea <br />\ <br />LEGEND <br />- EXISTING MAJOR CONTOUR <br />EXISTING MINOR CONTOUR <br />- 900 PROPOSED MAJOR CONTOUR <br />900 <br />TW <br />BW <br />PROPOSED MINOR CONTOUR <br />PROPOSED BUILDING <br />PROPOSED WALL Q <br />SILT FENCE <br />TOP OF WALL ELEVATION <br />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 />01 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 />® SILT FENCE PER CITY PLATE ERO-1. <br />30 <br />30 <br />60 <br />SCALE <br />IN <br />FEET <br />DATE <br />REVISION <br />6/11 /26 <br />7/3/26 <br />CITY REVIEW NO.1 <br />CITY REVIEW COMMENTS <br />I hereby certify that this p an, specification, or report was <br />prepared by me or under my direct supervision and that I <br />am a duly icensed Professional Engineer under the laws <br />of the Stat ofI Minr(psota. <br />1 RAI J. JOCHUM, P.E. <br />Dates-18-26 Lic. No 23461 <br />DESIGNED BY: <br />CJJ <br />DRAIN BY: <br />IDM <br />CHECKED BY: <br />TAE <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 />WILDLIFE RESEARCH ADDITION <br />GRADING AND EROSION CONTROL PLAN <br />CITY OF RAMSEY, MINNESOTA <br />2165.12 <br />