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O <br />0 <br />z <br />0 <br />UI <br />0 <br />0 <br />0 <br />ec <br />ec <br />al <br />N <br />N <br />0 0 <br />z <br />zz <br />z <br />z <br />i <br />o. in <br />c.8. '- <br />- <br />Io <br />6 11 26 CITY REVIEW NO.1 <br />1' /3 26 CITY REVIEW COMMENTS <br />N F <br />STATE OF MINNESOTA <br />14730 SUNFISH LAKE BOULEVARD/ <br />CTT PROPERTIES, LLC. <br />6600 SUNWOOD DRIVE <br />CTT PROPERTIES, LLC. <br />6600 SUNWOOD DRIVE <br />8! <br />DATE <br />REVISION <br />Vault <br />543 !Y <br />GP(a'.fl� <br />/� 0/� ' c/ / e .gi n <br />/ / / / /// 24• I / / REGIONAL POND N, \ \\\` <br />\ \ / (// .� I HWL=867.20 �.� \\ �� Y <br />\\ e> '•y . 1I \\ \ 1 <br />' \ \ \ \\\ \/\ \\ \\\\\\\ \\\\ 1 1 / Water <br />1 Elev. 857.2f (04/23/26) \\� \\ 11Top I <br />\` \` \ \\ \\\\\`\ \`'\ I I 5 CY OF RIPRAP SEE I I <br />/\\\\\�\\\\\\ \\\\ \ \\\,l ll it CITY PLATE NO ERO-3 ' f /. <br />40 <br />\ \ <br />\ \ \\ \ \ \\ \: \ \\ <br />( <br />\ y\\\\,\ \ \ \\\ \ \ \\\N <br />\ \ \ <br />\\\\ \ \\\\\\\\\\ \ <br />\\_\\\ \\,\.\\\\\-N \\\\ <br />\ EXTEND RIPRAP TO \ <br />POND BOTTOM\\\ \ <br />i• \ \ \\ \ NN \ \\" <br />Existing <br />Building <br />o <br />el lie <br />1 I 1 1 <br />I I I I I <br />J III <br />I I <br />20 CY OF RIPRAP SEE <br />- . CITY PLATE NO ERO-3'" / <br />EXTEND RIPRAP TO / <br />POND BOTTOM,/ <br />INV=868.00 ,, <br />--_INFILTRATION BASIN SEES-- <br />POND BOTTOM=864.00 3 <br />-- OUTLET ELEVATION=866.00 <br />HWL=869.60 <br />STATE OF MINNESOTA <br />14730 SUNFISH LAKE BOULEVARD <br />e <br />26-1 — — <br />s <br />67 <br />}' 161 <br />8 72 <br />— A7+ <br />7-1 <br />y8177 -- <br />a-rs---- C78 <br />177 <br />I hereby certify that <br />prepared by me or <br />am a duly Licensed <br />of the Stat of Mint <br />Dato 5-18-26 <br />RA <br />HSHT, LLC. <br />14440 AZURITE STREET <br />this plan, specification, or report was <br />under my direct supervision and that I <br />Profes lanai Engineer under the laws <br />sota. ll <br />G J.IJOCHUM, P.E. <br />Lic. No 23461 <br />DEWED 8: <br />CJJ <br />DAM BY: <br />IDM <br />1(6BD BY: <br />TAE <br />/ <br />1 1 o\ <br />\\ II I t\ \1 1 1V A 1 (/ 1 <br />\ I \ 1 1 1 I 1 I 1 <br />/ <br />veer. shim / <br />1 1 I.c.a <br />I 1 I \ \ <br />1 1 1 \1 1 <br />1 \ <br />\\ \ I 1 1 1 I1.1 1 <br />/ 1\ I / / 1 1 1 1 <br />,‘,'k4 � � <br />«Tr« / <br />I_« <br />/1 � I I <br />"I <br />`„ml I I e / <br />\/ <br />\ <br />\ <br />\ 1 <br />I <br />\;rli <br />I <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 />\ ' , -h, <br />\ \\ iy I / <br />\ -,' / <br />/ <br />/ <br />\ <br />1' <br />S. <br />«-- <br />L <br />L H ROAD, LLC. <br />14485 AZURITE STREET <br />o--_ _ "'(G aff,4'w/44%/_!<,(4..// <br />WILDLIFE RESEARCH ADDITION <br />LEGEND <br />EXISTING MAJOR CONTOUR <br />EXISTING MINOR CONTOUR <br />900 PROPOSED MAJOR CONTOUR <br />899 <br />PROPOSED MINOR CONTOUR <br />SILT FENCE 1® <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. TOPSOIL SHALL NOT CONTAIN <br />MORE THAN 35% SAND. <br />3. VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL <br />PLANS. <br />4. SEE SHEET 12 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 3:1. <br />10. SEE NOTE ON SHEET 16 FOR PERMANENT COVERAGE OF <br />EXPOSED SOILS. THE ONLY EXCEPTION TO THE NOTE IS <br />WET DITCH SEED MIX AT A RATE OF 40 LBS/ACRE <br />SHALL BE USED IN THE INFILTRATION BASIN BELOW <br />ELEVATION 866.0. <br />REFERENCE NOTES <br />SILT FENCE PER CITY PLATE ERO-1. <br />30 <br />SCALE <br />IN <br />GRADING AND EROSION CONTROL PLAN <br />FOR BASIN CONSTRUCTION <br />CITY OF RAMSEY, MINNESOTA <br />30 60 <br />FEAT <br />SHEET <br />11 <br />16 <br />SHEETS <br />2165.12 <br />