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<br /> GRADING LIMITS
<br /> Civilaite
<br /> MB/ r:. 29.6e
<br /> .1" app �1ArCH EROSION CONTROL NOTES: GENERAL GRADING NOTES: CROUP
<br /> ' -,,,,N„` SEE SWPPP ON SHEETS SWI,5SW 1.5
<br /> S• 28,12 SEE SITE PLAN FOR HORIZONTAL LAYOUT&GENERAL GRADING NOTES. ST.LOURS PARA,MN SUITE31 W.35111 ST. 55414
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<br /> 29 69 rj � MATCH 2 THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION NCLUDING BUT NOT MSI P•w2 ...........� Pet SMVM
<br /> MATCH GROUNDWATER INFORMATION: 703-21„944 PM
<br /> F: - LIMITED TO SITE PREPARATION,SOIL CORRECTION,EXCAVATION,EMBANKMENT,ETC.)IN
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<br /> ��_t PER GEOTECHNICAL REPORT BY NORTHERN TECHNOLOGIES,INC.,DATED 03-30-2016 ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER ALL SOIL TESTING
<br /> '. 29.4-3 GROINOWATER WAS OBSERVED AT ELEVATIONS RANGING FRCN 914.90 TO 925.70
<br /> 30.3E - ,�'W_. _! "w'�n. 1.117% SHAM BE COMPLETED BY THE OWNER'S SOILS ENGINEER.THE CONTRACTOR SHALL BE
<br /> MATCH rr,d- As TME BORINGS 6 GROUNDWATER ARE AS FOLLOWS: RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS
<br /> - - r .../,--,<,,, SB-1 91490 ENGINEER. LAKE FEST
<br /> •,, . C S88 979.10
<br /> i ' F� S8-3 9X70 3. GRADING AND EXCAVATION ACTMTIES SHALL BE PERFORMED IN ACCORDANCE WITH THE
<br /> v .,. '1..:' 29.49 F
<br /> MATCH -. �� S8-4 92490 NATIONAL PERMIT REAPOLLUTION DISCHARGE UREEEMS OF THE OCT.IMEATION SYSTEM(ANDES)PERMIT REW IREMEHTS d
<br /> N >d '9T 4. PROPOSED SPOT GRADES AREFLOW-LIEFNSHEDGRADEELEVATIONS,UNLESSOTHERWISE DEVELOPMENT.LLC
<br /> -� • /O� REFER TO GEOTECHNICAL REPORT FOR ALL FINDINGS AND RECOMMENDATIONS.
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<br /> \':,,, �- -' `b' •N-29.34 X9p-6,
<br /> NOTED.
<br /> . ` ° `� ` MAT 71 y CITY OF ORONO GRADING NOTES:
<br /> ( ~i•� �r 5. 22%MAX CROSADES OF WALKS
<br /> OSHALL
<br /> E ULNLESS OTHEBE ERWISE NOTED. LONGITUDINAL SLOPE AND 1%MIN.AND
<br /> a, a �- 44., ,,..-,.,.\
<br /> 7s 1. RESERVED FOR CITY SPECIFIC GRADING NOTES.
<br /> ��71 2-', \ % - V 6. PROPOSED SLOPES SHALL NOT EXCEED 3.1 UNLESS INDICATED OTHERWISE ON TME DRAWINGS.
<br /> `\ t '414424C3H '/„. !/<� MAXIMUM SLOPES N MAWTAEED AREAS 134:1
<br /> t\ 7. PROPOSED RETAINING WALLS,FREESTANDING WALLS,OR COMBINATION OF WALL TYPES
<br /> k3. 33.00 O
<br /> MATTCH 9�� OV,./,_ CUT/FILL SUMMARY TABLE: GREATER THAN 4' IEIGHT SHALL SHALLGNEO AND ENGINEERED BY A REGISTERED RETAINING
<br /> •
<br /> •8 ' WALL ENGINEER DESIGN DRAWINGS BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO
<br /> 14111111%
<br /> A Y CS' FARTNWORK SUMMARY CONSTRUCTION.
<br /> 7 ',‘•-•.,
<br /> :� IS ) .� SI.W �•� _ \ ..� '''',,s,
<br /> 9�� TOTAL PROPOSED EXCAVATION 1231[C11 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT
<br /> ' N1 w. .. Ci ' TOTAL PROPOSED FILL 28141011'__ THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES.THE CONTRACTOR SHALL
<br /> I'1• _•��►A•2�7 H 1., i` Vt ** g 4/ NET DIFFERENCE 147[rn ALSO BE RESPONSIBLE FOR A FINAL HELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE
<br /> tI i, ` i .� Q�v .' .,� x LO (PILL) ENGINEERILANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.
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<br /> `V v AA ��� J 9. IF EXCESS OR SHORTAGE OF SOL MATERIAL EXISTS,THE CONTRACTOR SWILL TRANSPORT ALLy; .y P Y EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY TME CONTRACTOR OR IMPORT
<br /> , •1 3100• t Q SUITABLE MATERIAL TO THE SITE.
<br /> .� ,`./.. 10 '. .1 , 10. EXCAVATE TOPSOIL FROM AREAS 70 BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE N
<br /> •
<br /> ,+^«`-r nw a.c 4 \ AREAS DESIGNATED ON THE SITE.THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR
<br /> GRADING LR1TS ,- •"-,-R 2TcH "6 31.00•' j °�� J'' �` �29W RESPREADING ON THE SITE AS SPECIFIED.EXCESS TOPSOIL SHALL 0E PLACED N EMBANQIEM J
<br /> 5; \ , y s'' 34.00 MATO4 AREAS,OUTSIDE OF BUILDING PADS.ROADWAYS AND PARKING AREAS.THE CONTRACTOR SHALL Rl7
<br /> O • Y SW/CUT CUT AREAS,WHERE TURF IS TO BE ESTABLISHED,TO A DEPTH OF B INCHES.RESPREAO •• Z
<br /> ` -33,30 '2 ?D SJ TOPSOIL N AREAS WHERE TURF S TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. r 2
<br /> O T !r „ x 7:1_
<br /> A 34.00 MATCH 11. FINISHED GRADING SHALL BE COMPLETED.THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS Q
<br /> } 31.77 Z
<br /> t YA7� -34.00 I WTHN LIMITS OF GRADING,INCLUDING AD IAPFNT TRANSITION AREAS.PROVIDE A SMOOTH N W Z
<br /> O i 20.92 FINISHED SURFACE WITHIN SPEpfEO TOLERANCES,WITH UVIFORM LEVELS OR SLOPESBETWEEN POINTS MI z 2 1-
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<br /> ♦{ %ms O 34,00 33.74 / / 1 MATCH _
<br /> +(. ,.. J7 < �+ �1,: GRADES.AREAS THAINHERE
<br /> HAVE BEEN FRSSHELEVATIONS HGGRADED SHALL SHOWN,OR BBE�PROTECTED FROM SUBSEQUENT AND U O O Z_
<br /> 4• 2 CONSTRUCTION OPERATIONS,TRAFFIC AND EROSION.REPAIR ALL AREAS THAT HAVE BECOME
<br /> Z
<br /> - f 7 s H 33.33 33.33 .`.0, RUTTED IBYS TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE.ALL Q• 0 J
<br /> F• AREAS DISTURBED BY TIE CONTRACTORS OPERATIONS SHALL BE RESTORED TO EQUAL OR W mcg
<br /> .00 34.00 •. �' JO BETTER THAN ORIGNAL CONDITION OR TO TME REQUIREMENTS OF THE NEW WORK. O \ Ry
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<br /> '44.,. �•_� , 34.00 `T.:y....i.. �2- ` PRIOR TO PLACEMENT OF THE AGGREGATE BASE,A TEST ROLL WILL BE REQUIRED ON THE U W W
<br /> / •� a\„°�'o `' STREET ANGOR PAIORIN0 AREA SUBGRADE.THE CONTRACTOR SHALL PROVIDE A LOADED
<br /> '.. 32.29/ FFE=934.00 l��
<br /> >,;•.., ' ..33.17 ` �!Y DRECT OF THE SOLS ENGINEER/VID SHHALLFBE COMPLETED N AREAS AS25 TONS.THE TEST GSHALL BE AT THE DIECTED BY THE a y
<br /> -34.00 34.00 I SEE NSETA .� _ Cl)
<br /> \.. •OO �pRN * PARKING AREA ARE UNSTABLE CORRECTION OF THE SUBEGRADE SOILS SMALLS BE CCOME PLETED LIN O LU Q
<br /> 'A�0N RUNOFF FROM -I.
<br /> . 1.70 < YIbJACENT PRO• - k
<br /> �"O Ja. �/a�4. ♦ 1.2 ' ACCORDANCE WITH THE REQUIREMENTS OF THE SOLS ENGNEER NDTOWARD 0 ♦ M\ 4- -'' ;y �s O0. O,THROUGH SWALE.TYP �� {R I� J 1.52 i 13. TOLERANCES
<br /> +s' •�. \ Q ,, /"` // 13.1. THE BUILDING SUBGRADE FNISHED SURFACE ELEVATION SWILL NOT VARY BY MORE THAN W =
<br /> v �".. -37.83 34.00 P OL •Osi .. I 0 0.30 FOOT ABOVE,CR 0.30 FOOT BELOW,THE PRESCRIBED ELEVATION AT ANY POINT WHERE p,
<br /> .�{- . '€a' I a ��C� G��° .U' / MEASUREMENT IS MADE
<br /> 9 •32; i \
<br /> 4 g .0 .i' 0 'PS 40 3243 G .2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY U 7
<br /> 31.87 ATCH4.I , �yA BY MORE THAN 0.05 MEASUREMENT
<br /> E.OR 0.10 FOOT BELOW,THE PRESCRIBED ELEVATION OF I�
<br /> 1 - -$. I� 31.7 ANY POINT WHERE MEASUREMENTS MADE. [Qt
<br /> 32.1Z J2. HP ,s� AUMiW�I NOFF. + / - 13.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR'} IF
<br /> P•.• • O BELOW THE REQUIRED ELEVATION.UNLESS DIRECTED OTHERWISE BY THE ENGINEERI HEREevcERnrr TNA77w6 PUN.
<br /> 1 11 Jt� VMS
<br /> • g��-J2S1- 6PECIFIG.ERTIFOR ATTHISREPORT FRA
<br /> q 13.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 12 NCH OF THE SPECEED THICKESS. 7'1tEPAiTm BY ME OR UNDER MY DIRECT
<br /> , L' JJ. IAHD yS1'/ MATCH
<br /> CSUPERVISOR AND THAT I AM A DULY
<br /> Ti NAj LICENBEO PROFESSIONAL ENGINEER
<br /> - + ' - % ' NO RUNOFF FROM THE PROPOSED - 14. MAINTENANCE UNDER THE LAWS OF THE STATE OF
<br /> FI+• / /....
<br /> SITE SHOULD REDIRECTED i� <� 11.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED MEAS FROM TRAFFK;AND EROSION, TA.
<br /> '..+ "`533999 ♦ TOWARDS TWE ADJACENT i -32.55
<br /> �..t ,�I •[)4J y j� PRROPERN OWNER / MATCH 1. \ AND KEEP AREA FREE OF TRASH AND DEBRIS.
<br /> �JT�.�'� 14.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED,ERODED AND RUTTED
<br /> ME 144 / / ! / r� , \ • THE
<br /> WARRANTY TO RI D,ERODED AREAS WHERE TURFS TTOLERANCES.DURING THE CONSTRUCTION,
<br /> BE ESTABLSHED SHALL MID DURNG M ew . mak
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<br /> j ,�V RESEEDED AND WITCHED. DATE IIAIBN7 LICENSE NO M263
<br /> /FT 3� -
<br /> 32.4-3 / \ ISSL1E)SUBMITTAL SUMMARY
<br /> y r \\ 14.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION
<br /> a /' J\CJ AND COMPACT TO REQU' OPERATIONS OR UIRED DENSITY PRIE WEATHER CONTRACTOR FURTHER CANSTRUCTK)N RESHAPE DATE DESCRIPTION
<br /> RM2y17 S ETC9 PLAN SUBMITTAL
<br /> maw 32.09 H' ._�. 4-0, ' i� 10NW77 CTY��SUBMTTAL REVIEW
<br /> 11,011'77 PUHw300 S9 NCOMENTS
<br /> (/�� '3224 A . gCa, r' `M�TCH GRADING PLAN LEGEND:
<br /> • �I.- ,r MATCH .(I,•(-C J� : --_ EX.1'CONTOUR ELEVATION INTERVAL .
<br /> F
<br /> ���111 NO' NOFF FROM THE 1137 1.0 CONTOUR ELEVATION INTERVAL
<br /> -T.ED1ITE SHOULD BE :.
<br /> •RAN RUNOFF FROM TOWARDS THE `881.26 SPOT GRADE ELEVATION(GUTTER/FLOW UNE
<br /> •NT PROPERTY' ♦' 20 + y -N OV+IER UNLESS OTHERWISE NOTED) ..
<br /> TOW -.- ;,• M / WATCH 691.00 C SPOT GRADE ELEVATION GUTTER ..
<br /> / • THROUGH SWALE,TYP, n -.
<br /> J2 • a * - e91.00 TC SPOT GRADE ELEVATION TOP O CURB REVISION SUMMARY
<br /> "----33.65 ./ 691.00 BS/TS SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS OATS DESCRIPTION
<br /> 3224 MARCH .
<br /> __ _-. _-..._ ___. CURB AND GUTTER(TD=TIP OUT)
<br /> R
<br /> �/ Cl // ,_ Y TOCH EMERGENCY OVERFLOW '•
<br /> L� / EOF=391,00 PROJECT NO•17059
<br /> C )� gJZJ PRELIMINARY
<br /> / 3245 r' GOPHER STATE ONE CALL © GRADING PLAN
<br /> l MATCH
<br /> �1. VANV.00PHER6TATEOIECALLORO
<br /> /' (003)252-1 LL 1,%TOFREE
<br /> / (051)4540002 LOCAL
<br /> INSET A
<br /> _ •0' 03.0
<br /> ®
<br /> 15'
<br /> Ocoe'R%•rt 017 CVA 0,T6 MIXT RNC
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