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cc <br />O <br />d- O <br />m <br />O <br />O <br />In <br />N <br />O <br />N <br />yam., pl <br />c <br />O <br />71-ri <br />w <br />Z <br />t <br />O <br />O GGi <br />c <br />v- <br />(n O <br />N <br />w 61 <br />Z <br />N <br />Ln aL O <br />rn <br />O p <br />_� <br />w w <br />O Z <br />a. v u <br />c-a) <br />a-' (n <br />ZOO <br />' > 89284 <br />N O N <br />69 -o• <br />CBR X <br />Rim=891.44 <br />Inv=886.04 SW -- <br />Inv=885.94 NE <br />d Inv=885.59 NW/SE <br />co <br />Cg91 °&049`97 J <br />GG\ 890 <br />6s 692 <br />4 // <br />o <br />9y 889.33_ Fence on Property Line <br />212.74 <br />v <br />1-1 <br />Z <br />L <br />Orn <br />O N <br />CU <br />w Cr c <br />^'.'w c, <br />w <br />N Z O <br />N <br />.15 <br />9)0E- <br />0 <br />c <br />J <br />N <br />v <br />w <br />Lfl <br />rn <br />CP <br />1n <br />N <br />V <br />a) <br />U) <br />0 <br />7 <br />[E Bit. Trail, Curb/Street/Utilities <br />Cross Through Par�O RUCTIQN LI <br />g9495 X( <br />/ <br />893.98 X _F w ay \-\n U\t1p� Docs ' <br />(9� R\9 Nwy der 1 5O <br />of N15° , 55t'�1 <br />91- <br />61, <br />__STMH <br />Rim=890.22 <br />GENERAL GRADING NOTES: <br />$4` <br />ti5 <br />045 <br />Shed <br />PID: 173023120002 <br />5001 Old Highway 8 <br />Owner: Towns Edge Terrace <br />PROPERTY LINE <br />X.° �15025' <br />�Desco26,�5 E <br />ITS 5 <br />4 <br />[ I 0 02 G:p <br />P� ce 2 De.cri <br />897.29 X <br />Z60-894 <br />N <br />17 <br />U I X g98 5 <br />898.29 x c I <br />CBR <br />Rim=897.54 <br />Inv=891.54 E <br />Inv=887.44 NW/SE y, 180 RCP <br />.etS9% .�9 17 <br />GG�F�F <br />Desc.= S00°3 <br />00°36'29" <br />P.O.B. Parcel 2 (Torrens Portion) <br />X g9g 62 ✓p <br />8g °W) <br />(De N09°0 °23'42 <br />3� 56� 203 <br />10=898. 98. 21 - <br />6"E)5695 <br />APPR <br />W Line of the E 12 Feet <br />of the NE 1/4 of e EOF=893.50 <br />of Sec. 17, Twp. 30, Rng. 23 <br />894 6 <br />894.84 x <br />gp068 X <br />8 <br />T 62 <br />(Desc.= S89°57'36"W) <br />0 <br />O <br />In <br />CO <br />m <br />S89°57'22"W <br />X 901.70 \ \ <br />= '2i <br />w-� <br />iC=90 <br />901'4 <br />90274 X <br />=T- <br />5614 <br />89406 <br />C <br />O\0 <br />ss <br />A �0 • esl <br />V '� <�\dthvat\ <br />Pub\\c RI`Nl <br />P� <br />N� <br />� 63 X <br />g04 <br />\ -w' <br />57 <br /><< <br />903. X CgR 2,93 pA�,w= <br />LC <br />--C.L Fence W of Property Line <br />.w' <br />CW ,496 <br />aC\es) <br />907.84 X <br />Jb\G �I 907.25 X GRO.M,g9 -18- <br />• <br />`P P 9p, 1�v' w w_ <br />40 X �vy� /jy <br />`906 <br />w--' <br />R�Pgo�. <br />Y4 9� <br />/jG' /F <br />p5 5\ <br />\N‘_.N:\9:2.,,,,,,\\ \,.00,\\ <br />ism-- <br />1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR <br />UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED <br />DURING CONSTRUCTION AT NO COST TO THE OWNER. <br />2. SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES. <br />3. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL <br />CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL <br />TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL <br />REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. <br />4. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION <br />SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY. <br />5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR <br />UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED <br />DURING CONSTRUCTION AT NO COST TO THE OWNER. <br />6. PROPOSED SPOT GRADES ARE FLOW -LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. <br />7. GRADES OF WALKS SHALL BE INSTALLED WITH 5`)/0 MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE <br />NOTED. <br />8. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1 <br />9. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED <br />AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL <br />PRIOR TO CONSTRUCTION. <br />10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO <br />ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE <br />TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. <br />11. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN <br />AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. <br />12. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE <br />CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN <br />EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE <br />TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM <br />DEPTH OF 6 INCHES. <br />13. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING <br />ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES <br />BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH <br />GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE <br />BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE <br />CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW <br />WORK. <br />14. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE <br />CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE <br />DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL <br />DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE <br />COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY <br />UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. <br />15. TOLERANCES <br />THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN O. <br />PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. <br />THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY <br />FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. <br />AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR <br />DIRECTED OTHERWISE BY THE ENGINEER. <br />30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE <br />BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 <br />BELOW THE REQUIRED ELEVATION, UNLESS <br />15.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. <br />16. MAINTENANCE <br />16.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS. <br />16.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING <br />THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE <br />RESEEDED AND MULCHED. <br />16.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, <br />CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. <br />CITY OF MOUNDS VIEW GRADING NOTES: <br />1. CONTRACTOR TO FOLLOW RESPONSE ACTION PLAN AND CONSTRUCTION <br />CONTINGENCY PLAN DURING ALL SUBSURFACE CONSTRUCTION ACTIVITIES. <br />EROSION CONTROL NOTES: <br />SHEET NOTES: <br />SEE ENLARGEMENTS ON SHEETS C3.1- C3.2 <br />Rim =907.05 <br />pi <br />Nvi <br />91(49 <br />X <br />,..„, ;9:00 'P.,.0.,,,X6;\_ e ,,,,X-re-1(:)1- ''\ ---4\ - 9:4.73-- 1:1-\\\ ''. \ <br />PID: 173023140008 <br />2159 Mustang Drive <br />Owner: Bauer Welding Metal Fabricator <br />-H <br />912.01 <br />001 <br />I <br />CNI <br />cn <br />cn <br />11 <br />y :111---liiiII:Nyzir."Dlyvh°4:111)1\-Ill\\\1\111\\\I!Liiii 11\l'i 'Sl://// <br />-11 <br />II <br />oi <br />CD <br />od <br />CO <br />901 / <br />xox <br />cd <br />cd <br />cd <br />• <br />CP <br />5434 <br />,912.33 <br />xt <br />A'N° r:>(_w;61 a <br />Property Lin <br />-910 <br />Existing Building <br />GRADING PLAN LEGEND: <br />TC=9 <br />1137 <br />891.00 BS/TS <br />891.00 ME <br />EOF=893.50 <br />EX. 1' CONTOUR ELEVATION INTERVAL <br />1.0' CONTOUR ELEVATION INTERVAL <br />SPOT GRADE ELEVATION (GUTTER/FLOW LINE <br />UNLESS OTHERWISE NOTED) <br />SPOT GRADE ELEVATION GUTTER <br />SPOT GRADE ELEVATION TOP OF CURB <br />SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS <br />SPOT GRADE ELEVATION MATCH EXISTING <br />GRADE BREAK - HIGH POINTS <br />CURB AND GUTTER (T.0 = TIP OUT) <br />EMERGENCY OVERFLOW <br />Know what's below. <br />Call before you dig. <br />CD <br />Civil Engineering • Surveying • Landscape Architecture <br />4931 W. 35th Street, Suite 200 <br />St. Louis Park, MN 55416 <br />civilsitegroup.com 612-615-0060 <br />PROJECT <br />0 <br />u_ <br />0 <br />(i) <br />4889 OLD HIGHWAY 8, MOUNDSVIEW, MN 55112 <br />LLJ <br />0. <br />0 <br />7645 LYNDALE AVE S, MINNEAPOLIS, MN 55423 <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE STATE OF <br />MINNESOTA. <br />David J. Knaeble <br />DATE 10/04/21 LICENSE NO. 48776 <br />ISSUE/SUBMITTAL SUMMARY <br />DATE <br />DESCRIPTION <br />10/04/21 <br />CITY SUBMITTAL <br />DRAWN BY:WMB, BJ, DK REVIEWED BY: DK <br />PROJECT NUMBER: 21186 <br />REVISION SUMMARY <br />DATE <br />DESCRIPTION <br />GRADING PLAN - <br />OVERALL SITE <br />C3.0 <br />0 COPYRIGHT2021 CIVIL SITE GROUP INC. <br />