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ax TOGO <br />TOGO ROAD_ _ 589°34' 5"W 124.00 \ x <br />1 I <br />EOF=935. <br />I <br />r I <br />I <br />I <br />1 ISTING <br />I\HOUSE <br />#3637 <br />, <br />EXISTING <br />HOUSE <br />#3645 <br />I 1 <br />1 <br />c <br />WETLAND BUFFER SIGN, <br />COORDINATE TYPE AND <br />LOCATION WI WATERSHED <br />PRIOR T [CONSTRUCTION,TYP. (I <br />EV Ry <br />100 LF OR WHERE <br />BUFFE CROSSES PROPERTY ' <br />I I \\ <br />, <br />IV A EXISTING <br />n \ \ HOUSE «" 1n \ \ #3601 <br />I I <br />1 � <br />\ I <br />\ <br />\ <br />\ <br />i <br />a. raw+ i + +STDAL+AME�`4N"%fARI�Ar + +I\ n <7 eplIeo�o<n <br />+++ + \+ + AMEND. SOIL#8832 SF+ <br />r +++ + /+ + <br />77 <br />++++ + + 1I 1+ + +++ ++ ++++ <br />+++++ <br />++++/ <br />++ <br />+++++ ..+++++ <br />_i++++ k+++++/ <br />`T ++ + ?+4;%++++++/ <br />+ +++/ + II <br />Jp Ic�an \ <br />\ <br />\/\ <br />T V <br />OO <br />4++++++++++ ++ +I++ + +J1++++r +"+ 4 + <br />� <br />+++i ... �++l <br />+ +1 ` <br />/ + #2171 <br />X93. // / , \�. AS <br />rel <br />EXISTING WETLAND <br />MANAGE 2 <br />bu2�. (30' BUFFER AVG.) 3 <br />N89°4629" 1 nm <br />i <br />g4x"'1 <br />RAIN GARDEN QP <br />GAAAGE - 1 I BO N q ,b P X9,�e BOOT 93 000 <br />q5i` 9Jzl-1 g4° i s$ 01-1 \ 1 EOF=937.50 <br />TWIDEAVERF YR L 93 8 Y� I 100 -YR HWL=937.37 xg�R <br />ELEV.=937.0 z36- <br />TOP OF BASIN4$37.6 <br />IN ALL RIP RAP AT OUTCE g34 <br />=903 <br />OF <br />CONSTRUCTION, TYP. w <br />:RY 100 LF OR WHERE:., <br />TO GRADE <br />LE TO B PA9sQIN'°E <br />- - 938,- <br />938.50 938.50 <br />RP -939 50 <br />LF -940.00 <br />TB 949.00. <br />\ 9 y© - <br />5Q <br />J LF '94(3. <br />sn v � 9 y <br />/ <br />WO, <br />6r= <br />_ <br />Gr=9 9.5Q <br />ytiti 4+ 4 7 <br />V A A <br />EX_FES �' <br />rr <br />o e, <br />'-C- B N87,'45b 38 <br />ERN--- E <br />EXISTING SHED T0,8C , <br />REMOVED OUT OFyJFFER <br />I \\ <br />I � <br />I /#2177 <br />f� I <br />I <br />I / <br />-J3 kWEE OVERFLOW / <br />EILEV.937.00 / <br />T POFB!�IN=937.5g�� / <br />INSTALL R PIAT OUTLET <br />d - p <br />GRADING NOTES: <br />PROPOSED GRADES SHALL BE USED TO ESTABLISH BUILDING HEIGHT PER CITY OF ORONO <br />ORDINANCES. <br />NEW LOTS WILL BE CUSTOM GRADED AND CLEARED BY BUILDER. <br />CITY OF ORONO SITE SPECIFIC NOTES: <br />1. WORK WITHIN PUBLIC RIGHT-OF-WAY MUST BE COORDINATED WITH THE PUBLIC <br />WORKS DEPARTMENT. CONTRACTOR MUST PROVIDE A MINIMUM 48 HOUR <br />NOTICE PRIOR TO ANY WORK BEING PERFORMED. <br />2. THE CONDITION OF NORTHERN AVENUE SHOULD BE REVIEWED BY THE CITY <br />AND CONTRACTOR PRIOR TO ANY WORK, AND THE EXISTING CONDITION <br />SHOULD BE DOCUMENTED WITH PICTURES. AFTER COMPLETION OF WORK, THE <br />STREET SHOULD BE REVIEWED FOR DAMAGE, AND THE CONTRACTOR SHOULD <br />BE REQUIRED TO REPAIR ANY DAMAGE DEEMED TO BE CAUSED BY SITE WORK. <br />GENERAL GRADING NOTES: <br />1. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH PERMIT <br />REQUIREMENTS OF THE CITY. <br />2. PROPOSED SPOT GRADES ARE FLOW -LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE <br />NOTED. <br />3. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND <br />2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. <br />4. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. <br />5. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES <br />GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING <br />WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO <br />CONSTRUCTION. <br />6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT <br />THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL <br />ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE <br />ENGINEERMNDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. <br />7, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL <br />EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT <br />SUITABLE MATERIAL TO THE SITE. <br />S. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN <br />AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR <br />RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT <br />AREAS; OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. <br />9. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS <br />WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH <br />FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES <br />BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING <br />GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT <br />CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME <br />RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL <br />AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR <br />BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. <br />10. MAINTENANCE <br />10.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, <br />AND KEEP AREA FREE OF TRASH AND DEBRIS. <br />10.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED <br />AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING <br />THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE <br />RESEEDED AND MULCHED. <br />10.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION <br />OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, <br />AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. <br />SITE LAYOUT NOTES: <br />1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING <br />CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED <br />PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR <br />IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS <br />REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL <br />BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE <br />APPROVED BY THE ENGINEERILANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. <br />STAKE LAYOUT FOR APPROVAL. <br />2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. <br />3. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING <br />AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO <br />INSTALLATION OF FOOTING MATERIALS. <br />4. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND <br />DIMENSIONS PRIOR TO SITE IMPROVEMENTS. <br />5. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. <br />SITE AND GRADING PLAN LEGEND: <br />- - PROPERTY LINE <br />SETBACK LINE <br />D 8 U EASEMENT LINE <br />WETLAND LINE <br />WETLAND BUFFER AREA <br />-------- 1125 -------- EX. 1' CONTOUR ELEVATION INTERVAL <br />1137 1.0' CONTOUR ELEVATION INTERVAL <br />41:26 SPOT GRADE ELEVATION (GUTTER/FLOW LINE <br />UNLESS OTHERWISE NOTED) <br />891.00 G SPOT GRADE ELEVATION GUTTER <br />891.00 TC SPOT GRADE ELEVATION TOP OF CURB <br />891.00 BS/TS SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS <br />CURB AND GUTTER (TO = TIP OUT) <br />-------------------- <br />10 <br />EMERGENCY OVERFLOW <br />EOF=1135.52 <br />GOPHER STATE ONE CALL <br />WWW.GOPHERSTATEONECALLIFN <br />(800)252-1186 TOLL FREE 1 , <br />(651) 4540002 LOCAL FREE <br />1" <br />15'-0® <br />Com, G3 OO NJ p <br />CM EngineedngSurveying' Landscape Archite- <br />4931 W. 35th Street, Suite 200 <br />SL Louis Park, MN 55416 <br />m <br />sitegup.cOm 612-615-0060 <br />REAS30RAMGARD NS. <br />FXISTING <br />0 <br />gd bl <br />#3590 <br />0 <br />N <br />N <br />v <br />u� <br />U <br />N <br />z <br />GRADING NOTES: <br />PROPOSED GRADES SHALL BE USED TO ESTABLISH BUILDING HEIGHT PER CITY OF ORONO <br />ORDINANCES. <br />NEW LOTS WILL BE CUSTOM GRADED AND CLEARED BY BUILDER. <br />CITY OF ORONO SITE SPECIFIC NOTES: <br />1. WORK WITHIN PUBLIC RIGHT-OF-WAY MUST BE COORDINATED WITH THE PUBLIC <br />WORKS DEPARTMENT. CONTRACTOR MUST PROVIDE A MINIMUM 48 HOUR <br />NOTICE PRIOR TO ANY WORK BEING PERFORMED. <br />2. THE CONDITION OF NORTHERN AVENUE SHOULD BE REVIEWED BY THE CITY <br />AND CONTRACTOR PRIOR TO ANY WORK, AND THE EXISTING CONDITION <br />SHOULD BE DOCUMENTED WITH PICTURES. AFTER COMPLETION OF WORK, THE <br />STREET SHOULD BE REVIEWED FOR DAMAGE, AND THE CONTRACTOR SHOULD <br />BE REQUIRED TO REPAIR ANY DAMAGE DEEMED TO BE CAUSED BY SITE WORK. <br />GENERAL GRADING NOTES: <br />1. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH PERMIT <br />REQUIREMENTS OF THE CITY. <br />2. PROPOSED SPOT GRADES ARE FLOW -LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE <br />NOTED. <br />3. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND <br />2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. <br />4. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. <br />5. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES <br />GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING <br />WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO <br />CONSTRUCTION. <br />6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT <br />THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL <br />ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE <br />ENGINEERMNDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. <br />7, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL <br />EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT <br />SUITABLE MATERIAL TO THE SITE. <br />S. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN <br />AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR <br />RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT <br />AREAS; OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. <br />9. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS <br />WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH <br />FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES <br />BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING <br />GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT <br />CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME <br />RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL <br />AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR <br />BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. <br />10. MAINTENANCE <br />10.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, <br />AND KEEP AREA FREE OF TRASH AND DEBRIS. <br />10.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED <br />AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING <br />THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE <br />RESEEDED AND MULCHED. <br />10.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION <br />OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, <br />AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. <br />SITE LAYOUT NOTES: <br />1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING <br />CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED <br />PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR <br />IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS <br />REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL <br />BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE <br />APPROVED BY THE ENGINEERILANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. <br />STAKE LAYOUT FOR APPROVAL. <br />2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. <br />3. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING <br />AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO <br />INSTALLATION OF FOOTING MATERIALS. <br />4. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND <br />DIMENSIONS PRIOR TO SITE IMPROVEMENTS. <br />5. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. <br />SITE AND GRADING PLAN LEGEND: <br />- - PROPERTY LINE <br />SETBACK LINE <br />D 8 U EASEMENT LINE <br />WETLAND LINE <br />WETLAND BUFFER AREA <br />-------- 1125 -------- EX. 1' CONTOUR ELEVATION INTERVAL <br />1137 1.0' CONTOUR ELEVATION INTERVAL <br />41:26 SPOT GRADE ELEVATION (GUTTER/FLOW LINE <br />UNLESS OTHERWISE NOTED) <br />891.00 G SPOT GRADE ELEVATION GUTTER <br />891.00 TC SPOT GRADE ELEVATION TOP OF CURB <br />891.00 BS/TS SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS <br />CURB AND GUTTER (TO = TIP OUT) <br />-------------------- <br />10 <br />EMERGENCY OVERFLOW <br />EOF=1135.52 <br />GOPHER STATE ONE CALL <br />WWW.GOPHERSTATEONECALLIFN <br />(800)252-1186 TOLL FREE 1 , <br />(651) 4540002 LOCAL FREE <br />1" <br />15'-0® <br />Com, G3 OO NJ p <br />CM EngineedngSurveying' Landscape Archite- <br />4931 W. 35th Street, Suite 200 <br />SL Louis Park, MN 55416 <br />m <br />sitegup.cOm 612-615-0060 <br />REVISION SUMMARY <br />DATE DESCRIPTION <br />SITE AND GRADING <br />C2.01 <br />0 <br />0 <br />0 <br />N <br />N <br />v <br />u� <br />U <br />N <br />z <br />Z <br />_ <br />N <br />W <br />Z <br />Z <br />W <br />W <br />> <br />T <br />Z <br />i <br />O <br />a <br />LL' <br />H <br />0 <br />0 <br />o <br />J <br />0 <br />W <br />0 <br />W <br />O <br />0 <br />Q <br />Z <br />w <br />o <br />Q <br />0 <br />M <br />WW <br />r <br />Z <br />U) <br />WN <br />Z <br />N <br />~WM <br />w <br />K W <br />a <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 <br />ENGINEER <br />UNDER THE LAWS OF THE STATE OF <br />MINNESOTA.O�� <br />Q <br />David <br />J. Knaeble <br />DATE 6/5/18 <br />LICENSE NO. 48776 <br />ISSUE/SUBMITTAL SUMMARY <br />REVISION SUMMARY <br />DATE DESCRIPTION <br />SITE AND GRADING <br />C2.01 <br />