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<br />CONSTRUCTION \� \\
<br />LIMITS . \
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<br />Inv=905.94 SW
<br />Inv --905.44 NE
<br />Inv --905.40 NW
<br />/ �/ �/ �/ i �/ ``, GENERAL GRADING NOTES: 0 0 0
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<br />\ \\ O U � \ 1. SEE SITE PLAN FOR HORIZONTAL LAYOUT &GENERAL GRADING NOTES.
<br />\ \ CM M O M p
<br />• \\ \� \� \� \� \� \� \\� 2. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT Civil Engineering • Surveying • Landscape Architecture
<br />_-921 \\ I \ \ / LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN 4931 W 35th Street Suite 200
<br />X922 /
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<br />25.65 \
<br />-19.36 25.50
<br />ON ,�C_111111
<br />r 052 CONgTRUCTION LIMITS \\ / ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING St. Louis Park, MN 55416
<br />SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE civilsitegroup.com 612-615-0060
<br />1\V \V / \V RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS
<br />\ / / ENGINEER.
<br />3. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE
<br />�. ---\ `\ \V \V \V \V \V / \V �/ NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS &
<br />X17.0 \\ I II PERMIT REQUIREMENTS OF THE CITY. MWF
<br />\\ 2654
<br />`9� •� \3 WE \ / 4. PROPOSED SPOT GRADES ARE FLOW -LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE properties
<br />9
<br />NOTED.
<br />9"0 •� \� \V �\ \V \V V/ l \V V/ �`. \V
<br />. /
<br />�� • �' �\ \\ X 916.4 l/ 5. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND
<br />�. TOP OF \---
<br />\ \ �\ 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.
<br />.\T7' ; \\\ �________---- C `\\ 6. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
<br />•� \ \\ \\ \ M I L L E P
<br />MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1
<br />FILT. BASIN 2B \ \\ \
<br />•• w _ \� BOT=920.00 0 1 ..E 1 �9 IN \ \\ \ I 7. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES
<br />\ 0E=920.60 83 HANSON
<br />W `�\✓ �/ \\\V \V GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING
<br />i \ EOF=922.15 WL 1 _ \ 0 r C h I t e C t S
<br />\ 100 -YR HWL=921.52 WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO
<br />-� E \ ` CONSTRUCTION.
<br />■ ■ 'a' \\� \OF\� 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT
<br />91 ■ \ \" P THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL
<br />1 918 ■ \ ■ ■ ■ ■ ,. \,� \\ ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE
<br />20"920 �'� \ I ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.
<br />L \ 91
<br />\ 921 92 � \\ �� 9. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL
<br />922 . \ \\ w EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT
<br />92 \
<br />O - \ ` SUITABLE MATERIAL TO THE SITE.
<br />\ \
<br />wErs 920 921 , \ \
<br />s1 \ 10. 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 />\ \\ 920 }-« ■� \� \\ 2130 RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT
<br />�\ �� k2'EN
<br />921 XWET AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL
<br />� \\\ � �\ \\ \\ \\ \ \ ��\�23 ,,,-■ / `\� SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD
<br />- ------ -- ■ I/ \\\ TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.
<br />\ \ \ \ \ 925 ■ I 11\.\ FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS W
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<br />■ I \ WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH M
<br />\ \ \�\ \ _ ■ I FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES �
<br />\ \ \ ®LLS T -N; 25.50 ■ I BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING
<br />\ \ \ LJr,��
<br />\�� �-� ■ I GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT M Z
<br />__ \ \ \ - `- ■ CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME
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<br />N LO
<br />°o ■ I 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 Z W J
<br />I BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. Q O
<br />` \ - J ■ I 12. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE am
<br />W
<br />y, ' \ - ■ STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED W Z
<br />-TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BEAT THE T a -
<br />1 �Nr \\ \ \ ` \\ '\ = ■ / DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE
<br />/
<br />�� \ ` \ \ \ \ \ I\,\` _ ■ // SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR Q (n
<br />\ \ \ \\ \ �\! ■ / PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN �j a W
<br />\ \
<br />\ \ >
<br />DOOR DACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR
<br />i
<br />DOO� � �
<br />26.50 24.31 ■ / / WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. Q LL Q W
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<br />°j ■ / \l/ 13. TOLERANCES cb W Q
<br />29.16 13.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN Z
<br />\ / / / / / / �/ / 29 9 G �•� ,� / 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE 0 J
<br />\ // / / �' // // / / / j MEASUREMENT IS MADE. L0
<br />13.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY LU CD
<br />927 1 / BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OFCn
<br />ti
<br />ANY POINT WHERE MEASUREMENT IS MADE.
<br />�' 10/ / / / 9\8�� / 13.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR O
<br />BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. U
<br />-/ W
<br />9?tA j 13.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. O
<br />9'\9 �•• \I/ \I/ \I/
<br />W W W
<br />14. MAINTENANCE a_
<br />/ / / / .• / '
<br />14.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, I HEREBY CERTIFY THAT THIS PLAN,
<br />SPECIFICATION, OR REPORT WAS
<br />AND KEEP AREA FREE OF TRASH AND DEBRIS. PREPARED BY ME OR UNDER MY DIRECT
<br />SUPERVISION AND THAT I AM A DULY
<br />14.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED LICENSED PROFESSIONAL ENGINEER
<br />AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING UNDER THE LAWS OF THE STATE OF
<br />THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE
<br />MINNESOTA.
<br />RESEEDED AND MULCHED.
<br />ET_ % 20_77- / A/ 14.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION
<br />OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, Matthew R. Pavek
<br />_ �•• W1 ,M T -A7 2111 AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. DATE 2/15/19 LICENSE No. 44263
<br />i.. ��o \� \� \� \� \� \ / WET \� ISSUE/SUBMITTAL SUMMARY
<br />03
<br />DATE DESCRIPTION
<br />i 2/15/19 CITY SUBMITTAL
<br />TOP OF \I/ \I/ \I/ \I/ \I/ \I/ ,�
<br />. BERM W W W W W J109 UPLAND AREA
<br />23.15
<br />♦ 915.7
<br />r ♦ / \V
<br />j�WWETET
<br />. I 2107 ' `------
<br />/ WET
<br />NSP Tran!
<br />W1 Easement
<br />- per Doc. I
<br />EROSION CONTROL NOTES: GRADING PLAN LEGEND:
<br />SEE SWPPP ON SHEETS SW1.0-SW1.5
<br />I 2105 -------- ------ EX. 1' CONTOUR ELEVATION INTERVAL
<br />/ I I WET
<br />1137 1.0' CONTOUR ELEVATION INTERVAL
<br />I I / GROUNDWATER INFORMATION: \--41.26 SPOT GRADE ELEVATION (GUTTER/FLOW LINE
<br />WET 11 PER GEOTECHNICAL REPORT BY CHOSEN VALLEY TESTING, INC., DATED 11-19-18 UNLESS OTHERWISE NOTED) DRAWN BY:BN REVIEWED BY: DK
<br />.p2�2E.27 a; / ` \ �\ I I GROUNDWATER WAS OBSERVED AT ELEVATIONS RANGING FROM 907.00 TO 915.00 891.00 G SPOT GRADE ELEVATION GUTTER PROJECT NUMBER: 18125
<br />M1 • 922 \ 21'98 / `�j - '-- °' ' i 9745 891.00 TC SPOT GRADE ELEVATION TOP OF CURB REVISION SUMMARY
<br />E. 2 .51° 2 11 P THE BORINGS & GROUNDWATER ARE AS FOLLOWS:
<br />\� #// \\\ \ 169NSP
<br />5 P
<br />W B-01 911.00 \V \V \1/ Ease 891.00 BS/TS SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS DATE DESCRIPTION
<br />Inv- 914.28 S B-02 914.00 per I
<br />Inv=913.98 NE B-03 914.00CURB AND GUTTER (T.0 = TIP OUT)
<br />--------------------
<br />�� ` 19 CONSTRUCTION LIMITS B-04 914.50
<br />\V / B-05 914.00 \/ \1/
<br />\
<br />21.92 ���. B-06 NOT ENCOUNTERED
<br />\,\\ 22104 B-07 NOT ENCOUNTERED
<br />922 • 2 / wET B-08 903.00
<br />\C \ \ TOP OF
<br />/ 92 rn
<br />os7 \I \� B-09 NOT ENCOUNTERED
<br />3 V
<br />BE �� \ i Rcp ��� g23 92 BERM
<br />23.15
<br />�3'1 ��y a�3� �>�'> - WPI - CITY OF HUGO GRADING NOTES:
<br />---
<br />�...... _ -� � � WET -
<br />.�4)� 3,7,E \� � X2oss/11
<br />oe L
<br />00 rc,s20g '\ ��y_ ' ■ ■ ■ WET 1. RESERVED FOR CITY SPECIFIC GRADING NOTES. -
<br />921 ---- - / �C cu 9 lJ»
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<br />° » - a a 920.0°
<br />/ d a\
<br />EMERGENCY OVERFLOW
<br />EOF=1135.52
<br />GRADING PLAN
<br />0�° o N
<br />Know what's below. 1" = 20'-0"
<br />Cal before you dig.
<br />10'-0" 0 20'-0" C300
<br />2/14/2019 4:58 PM 0 COPYRIGHT2018 CIVIL SITE GROUP INC.
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