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<br />CONSTRUCTION
<br />LIMITS
<br />26.4.512
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<br />v GENERAL GRADING NOTES: �fl�g��g��
<br />OUT Js E'
<br />\ 1. SEE SITE PLAN FOR HORIZONTAL LAYOUT 8 GENERAL GRADING NOTES.
<br />\ CAD LIS CD p
<br />\ 2. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION INCLUDING BUT NOT OAI En Sarre Laadsca Wre
<br />( 9meede9� rma� paA.hft
<br />\ LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN 4931 W. 35tN Street, Suite 200
<br />` CONSTRUCTION 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 avllsuegroup.cpm 612-615-0060
<br />mz �I' � �`W �I' �1' �I' � /N/ 0\ W � W RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS
<br />v / ENGINEER.
<br />3. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE
<br />NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS 8
<br />I PERMIT REQUIREMENTS OF THE CITY.
<br />92 •� / `,,/ 4. PROPOSED SPOT GRADES ARE FLOW -LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE
<br />NOTED.
<br />I�
<br />2
<br />5. GRADES OF WALKS SHALL BE INSTALLED WITH S%MAX. LONGITUDINAL SLOPE AND I%MIN. AND
<br />•� Y s TERMQF ` /' me4 \ 2%MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.
<br />I'
<br />.. \15 y�--j \I/'`\ / 6. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
<br />\W \
<br />x -� ILLER
<br />MAXIMUM SLOPES IN MAINTAINED AREAS IS 4.1
<br />Y
<br />T-sA51N 28
<br />PROPOSED RETAINING WALLS FREESTANDING WALLS OR COMBINATION OF WALL TYPES
<br />� 1 �
<br />oE=s2o.60/ GREATER THAN 4 IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING
<br />EOF=922.1 � \` I
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<br />' ' " ♦ '-�; � 1o0-YR HWL sz1.5z .r" - - - `, WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO
<br />r c h I t e c t
<br />\ Q 5
<br />`CONSTRUCTION.
<br />B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT
<br />st - THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL
<br />T��pRM
<br />1 _ �� ■ 2Z0g5
<br />ALSO BE RESPONSIBLE FORA FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE
<br />��
<br />92918 91 • \ �\ ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.
<br />921 s \\ p� 9. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL
<br />DOOR
<br />�29.41 \ EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT
<br />\� ��� 92 "pH_,
<br />SUITABLE MATERIAL TO THE SITE
<br />s 920
<br />I EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILEN
<br />AREAS DESIGNATED ON THE SITE THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR
<br />.1
<br />e
<br />' 920" r-(T�� • ��� \a RESPREADING ON THE SITE AS SPECIFIED EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT
<br />921 vAT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL
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<br />923 _ SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD
<br />\
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<br />LP �TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TOAMINIMUM DEPTH OF 6INCHES. Z
<br />11:. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS UU
<br />cs �
<br />2e 50 I I WITHIN LIMITSOF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDEASMOOTH 5 M
<br />FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES C4
<br />] \ 2550 I BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING 'n
<br />- I GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT
<br />9 M Z
<br />FFE 93O.OS ;- � \ \ _ I : � CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME
<br />GFE 919 00 \ - RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL Y� u7 W
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<br />�l� 29.41 -\ `I - _ , I ' ,�� _ \ I O1 AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR Z _ J
<br />I BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. Q P
<br />30.06 c435 \ \ \ \ \ j �r PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE 1••V CO9 W W
<br />l 29.97\ �,y, y\\ - �I { STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED W iL
<br />I ' Z TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BEAT THE a = m /iDIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE } O
<br />I III III ..�� \ \ \ SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR `} Q D)
<br />3o0s
<br />1 1 I 29.41 �(�Q \\\ \\ PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN / a W
<br />I I I
<br />1 1 I 29.41- - - N
<br />I I 1 T. r.' �/' ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. TEST ROLL SHALL OCCUR Ii } Q
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<br />i2 3 29. P9,ds 2906 �` � 2 2 i i� zsso 24.31 ' ' �. WITHIN 10'OF ANY UNDERGROUND STORM RETENTIONIDETENTION SYSTEMS. Q � W
<br />I I I I I I I 9.82 0 \ '�2 /' �/ ii / �..' j �/ 13. TOLERANCES Q Q
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<br />13.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN U C zZ
<br />0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE •�•� 0 J
<br />MEASUREMENT IS MADE. of
<br />13.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY � �
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<br />BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF
<br />� & � 92� ANY POINT WHERE MEASUREMENT IS MADE.
<br />g10 ,y 13.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR O
<br />922 BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. w 13.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS I/21NCH OF THE SPECIFIED THICKNESS.
<br />14. MAINTENANCE a
<br />/� i .• HEREBY CERTIFY THAT THIS PLAN,
<br />14.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION
<br />SPECIFICATION, ME ROR UNDERM WAS
<br />AND KEEP AREA FREE OF TRASH AND DEBRIS. PREPARED BY A D UNDER MY DIRECT
<br />/ ' // .• /tea �/ �/ �/ �/ LICENSE PROFESSIONATHAT L
<br />AMANEER
<br />14.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED LICENSED PROFES310NAL 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 MINNESOTA.
<br />RESEEDED AND MULCHED.
<br />14.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION
<br />___�_.. j _ j- ��on F OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, Ma ew R. Pk
<br />AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. DATE 2/15119 LICENSE NO. 44263
<br />W W // W W W "cT
<br />ISSUE/SUBMITTAL SUMMARY
<br />DATE DESCRIPTION
<br />OF
<br />M/ �✓ fit' W W r W /-" UPLAND AREA
<br />---
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<br />I • Ir � �% � � �-� ,,,-'� - �'- �1Y Ea�eme�l
<br />. per Dac. I
<br />ERQGION CONTROL NOTES:'/ GRADING PLAN LEGEND:
<br />I i I • 1% s,o, zSEE SWPPP ON SHEETS SW1 0-S
<br />-, �5"�J/ - 1125-- EX. 1'CONTOURELEVATION INTERVAL
<br />11371.0'CONTOUR ELEVATION INTERVAL
<br />i GROONDWATER INFORMATION: \-4726 SPOTGRADEELEVATION (GUTTERffLOW LINE
<br />Tjw � / RERGEOTE NICAL REPORT � 8 UNLESS OTHERWISE NOTED)
<br />T81'CHOSEN VALLEY TESTING, INC., DATED 11-'f916 DRAWN BY:BN REVIEWED BY: DK
<br />IGROU�PWATER WAS OBSERVED AT ELEVATIONS RANGING FROM 907.00 TO 915.00 891.00 D SPOT GRADE ELEVATION GUTTER PROJECT NUMBER: 18125
<br />'TT WETLANDIPONO
<br />TH%ORINGS&ZOUNDWATER ARE ASFOLLOWS: 891.00 TC SPOT GRADE ELEVATION TOP OF CURB REVISION SUMMARY
<br />d9
<br />f mr a=sls.o A/ B 1 91 . \/ \/ easa 891.00 BS/TS SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS DATE DESCRIPTION
<br />i�s�sza w L
<br />B 2 914.00 per
<br />i i.rs�3.sa ac CURB AND GU -TIPO
<br />B 3 9914.00 14 50 -_ TIER (T.0 - OUT)
<br />/ CONSTRUCTION LIMIT B-F TO
<br />B-Q5v/ 914.00
<br />/ m B.
<br />NOT ENCOUNTERED EMERGENCY OVERFLOW
<br />Boa B-07 NOT ENCOUNTERED EOF=1135.52
<br />= o, B- 8 903.00
<br />TOP OF B�9 N TOME COUNTERED GRADING PLAN
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<br />23.15 _ _ _ _ - LLLIII
<br />I _ C�6F HUGO-GRADINGNOTES:
<br />IT ---- `P /1. RESERVED_ FOR CITY SPECIFIC GRADING NOTES. - -- _
<br />Know
<br />what's below. =
<br />I -- Call before eyou dig.
<br />----' -
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