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<br />918.1
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<br />♦ oo
<br />CONSTRUCTION LIMITS
<br />932.00
<br />931.79 \�
<br />\�O 932.00 \
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<br />00 932.00
<br />932.00
<br />� 931.79
<br />930.43 930.30LP 00
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<br />931r O
<br />/ .7 930.48
<br />/ 932.00 000 I 13895
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<br />,a 0 932.00 // 9 81 r
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<br />/ 920 00 931.79 ��� g 1 8 8
<br />' g21 9 0 0.87 8H0P 931.13H
<br />930.9
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<br />/ g22 931.27 �931.41HP 930.64LP (A 930.94 FNDIP-41578 931.02
<br />g22 .90E 932.00-931.13HP 930.92 931_
<br />/ 94^ 931.0 931 930.64LP
<br />/ 925 �� ��` 931.13
<br />/ g26 5 i
<br />� J I 1 931.21 ❑ ❑
<br />99 8 931.79 930.65 , ' # I I 931.5 932.79 9��
<br />^� 929 9 31.7
<br />p 9 °> 00 930.39
<br />®/ V J 0 /, \\ I 933.00 933.00
<br />/ �N,cv 932.00 931.1 930.40 ,' / `� �� OUTLET
<br />I�
<br />' 930.47 // ��\ ��\ RIM=929.73 I 931.52 FFE = 933.00
<br />\ Tnl\i -oD1 nwrmpp I 932.00
<br />.75
<br />/ / CONSTRUCTION LIMITS
<br />/ �
<br />929 8 O� 933.00 933.00 931.7 DO 930. HP 929.80LP ,ox
<br />932.00 O / / x 932.8
<br />0
<br />�' I 932.79 932.00 9zs.z 926.83 x925.0 931.77
<br />F/ 930.76 PVC-INV-15" 931.28
<br />00 931.79 / 926.0 STORMWATER
<br />DETENTION AREA
<br />930.21 HP tia �,%% ' x 924.0 93
<br />930.72 924.1 x924.3 924.7 I 931.59
<br />x 925.7 x x
<br />31.05 932.00 931.06 11/,' 924.6 x 931.08 931.A 931.22
<br />930.55 / i x926.6 x924.5 x x 931.i I 931.4
<br />QQ1� 930. ,' �30.2 924.39 924.7 924.2 925.56 g31
<br />930.77 , HDPE-INV-15" II I 30.92 930.72
<br />VJ HDPE-INV-15" x 925.5 J
<br />9c'� 937 931.79 , / /� 9267 925.71 P x927.3 x930.4 x931.6 x930.0 x925.5 930.38LP
<br />N� x929.7 x930.7 g32 930.83
<br />L-----x 931.4 -- x931.3 932.09
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<br />9 0-------------- FNDIP --
<br />?� - - - - - - --❑931.4- - -O - - - - El El
<br />- - ❑- 931.3 �- - - �- - - -41_ - \ 93`U
<br />930.16 ' NOP�, -- -� --S31T ' ----7-3- -7`` IN\
<br />931.4
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<br />9zz.s1 93 9 7 29.93 P / ��'' / ��------------- `� ♦ ' -----� 1 133.05
<br />I FNDIP-PINCH 929.43E \ \ I I Inro_ai R
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<br />930.40
<br />I FNDIP-17765 ' �� /' i' ,•, / / •/, •� / // / 932.0
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<br />932.26
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<br />934.0
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<br />Co ,� I INV.=926.53(S)
<br />I � I
<br />INV.=926.20(NW)
<br />' I 93C
<br />INV.=925.44 �/' / / 933.2 ^I
<br />933.4 933.3 I
<br />� I
<br />931.0 a A 44 44 "3.2
<br />W ' ' EXISTING BUILDING <
<br />I / r
<br />933 9
<br />TC
<br />EXISTING/ - - - - - - - - - - - - - - - - - - - -
<br />GARAGE 937.70
<br />MHSAN -T3C2.71-
<br />932.19
<br />MHSAN
<br />A / I I I 932.86 931.17
<br />I �� '� / d - MHSTM CBTC
<br />EXISTING I� I I '� /-- ��T ---------
<br />HOUSE I� �� I ' I I I _
<br />I INV.=912.64
<br />l l INV.=926(S) .88
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<br />931.00
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<br />0
<br />931.00 �<v
<br />x 918.5
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<br />/ O 930.79 931.00
<br />917.8 x 930.79
<br />/ 929.1 00
<br />/ 929.37
<br />/ 929.54 O 9 .80
<br />929.96 29.9:r,
<br />j 930.05
<br />930.55
<br />1.7 930.1
<br />31.05 / 930.1
<br />10 x93i i
<br />-932.00
<br />931.05
<br />EROSION CONTROL NOTES:
<br />SEE SWPPP ON SHEETS SW1.0-SW1.5
<br />CITY OF HUGO GRADING NOTES:
<br />1. RESERVED FOR CITY SPECIFIC GRADING NOTES.
<br />GENERAL GRADING NOTES: o 0 0
<br />9003RcR
<br />x ^' I 931.68 1. SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES. v0 te
<br />° I TRAMP � m O
<br />2. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING Civil Engineering • Surveying • Landscape Architecture
<br />BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, 4931 W. 35th Street, Suite 200
<br />x M I EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S St. Louis Park, MN 55416
<br />�xl
<br />SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS civilsitegroup.com 612-615-0060
<br />ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL
<br />- REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.
<br />x I 3. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH
<br />THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT
<br />REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.
<br />ax
<br />4. PROPOSED SPOT GRADES ARE FLOW -LINE FINISHED GRADE ELEVATIONS, UNLESS
<br />OTHERWISE NOTED.
<br />I
<br />Z' x I 5. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1%
<br />x I� MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.
<br />6. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE
<br />DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1
<br />mx II
<br />II 7. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL
<br />TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A
<br />Ij REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR
<br />x I REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
<br />II
<br />I� 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES
<br />II THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE
<br />( _ _ CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED
<br />9`2 9\13
<br />4P ` GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL V
<br />1` 4x AND SODDING ACTIVITIES. J
<br />\ 931.36 mac, 0 932.541 U 9 IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL J
<br />931.11 I TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE
<br />�931.46 931 931.26 P 932.13 CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. N
<br />�931.60HP ��31.47 I
<br />931.07 931.32HP J 10. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND W 'It�
<br />0 9 2 !i - - - - - STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE z
<br />II ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL Q
<br />931 03 I� SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS Q
<br />931.01 LP AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS 0 z
<br />9 1.31 TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE LLJ Q 0
<br />93 z
<br />I � TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. W
<br />931.62 z LU
<br />931.21 11. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY Q
<br />931. GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. Z
<br />931.751 I 931. 1 M PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH O W Z
<br />UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR O Q _
<br />l x BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH
<br />2.08 932.46 I GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, >
<br />Q>
<br />❑ TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR
<br />33 I I ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS o
<br />❑ DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR O
<br />933.29 933.29 o BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. CD
<br />FFE = 933.50 12. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON
<br />1 931. THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A
<br />8
<br />LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING
<br />931.69
<br />931.11 P 931.66 SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN
<br />Ica AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE U
<br />IW WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF
<br />CD Y CONSTRUCTION THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE
<br />o w j LIMITS REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10, OF
<br />93 .25r' , ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. I HEREBY CERTIFY THAT THIS PLAN,
<br />6' SPECIFICATIONOR REPORT WAS
<br />"ff)) I i 931.96 13. TOLERANCES PREPARED BY ME OR UNDER MY DIRECT
<br />0)9�1.97 I SUPERVISION AND THAT I AM A DULY
<br />13.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY LICENSED PROFESSIONAL ENGINEER
<br />MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION UNDER THE LAWS OF THE STATE OF
<br />°j MINNESOTA.
<br />AT ANY POINT WHERE MEASUREMENT IS MADE.
<br />x 13.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL
<br />933.29 933.29 ❑I NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE
<br />❑ PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. Ma hew R. Pavek
<br />l I I 3 13.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT DATE 02.21.2020 LICENSE No. 44263
<br />"x ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY ISSUE/SUBMITTAL SUMMARY
<br />O � 58 THE ENGINEER. DATE DESCRIPTION
<br />931.78 9 I 13.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED 02.21.2020 AMENDMENTTO PUD
<br />931.32 931.78 93281 _ _ _ THICKNESS. 04.17.2020 CITY RE -SUBMITTAL
<br />3 _
<br />-�14. MAINTENANCE
<br />9 ` -
<br />3;L _ - M AN 93 2. 14.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND
<br />��T r EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.
<br />CONSTRUCTION LIMITS 932.50 932.51 1912.40 14.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED
<br />TC FC L931.9
<br />AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF
<br />T
<br />RIM=930.50 932.18 0 32.7 zza
<br />TC TC -„ T� REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS
<br />INV.=927.30(W) - TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.
<br />932.12-
<br />FNDIP-41578 14.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT
<br />III CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL
<br />SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO
<br />r'C?AnIKI(_ DI AKI I G(_Gnlfl FURTHER CONSTRUCTION.
<br />-------- 1 1 ?� -
<br />EX. 1' CONTOUR ELEVATION INTERVAL
<br />1137
<br />1.0' CONTOUR ELEVATION INTERVAL
<br />�41.26
<br />SPOT GRADE ELEVATION (GUTTER/FLOW LINE
<br />UNLESS OTHERWISE NOTED)
<br />891.00 G
<br />SPOT GRADE ELEVATION GUTTER
<br />891.00 TC
<br />SPOT GRADE ELEVATION TOP OF CURB
<br />891.00 BS/TS
<br />SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS
<br />891.00 ME
<br />SPOT GRADE ELEVATION MATCH EXISTING
<br />--------------------
<br />GB
<br />GRADE BREAK - HIGH POINTS
<br />CURB AND GUTTER (TO = TIP OUT)
<br />EMERGENCY OVERFLOW
<br />EOF=1135.52
<br />O�0
<br />Apo 0
<br />Know what's below.
<br />Call before you dig
<br />N
<br />1" = 40'-0"
<br />20'-0" 0 4Q/19/202014:09:05
<br />DRAWN BY: KT, ND, JD REVIEWED BY: PS I
<br />PROJECT NUMBER: 19296
<br />REVISION SUMMARY
<br />DATE DESCRIPTION
<br />SOUTH GRADING PLAN
<br />■
<br />COPYRIGHT CIVIL SITE GROUP INC.
<br />
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