|
i
<br />343 0
<br />x 1 ,, ,q
<br />GTO/�
<br />V! -, Q
<br />- = TON o
<br />ti -
<br />=___ _ N Co
<br />NT
<br />x _ Y - �/�,�o�o
<br />W�
<br />Lill -------> -
<br />CI pNA�
<br />w6 MATCH - S HICHW w =_�_ Rq/LRp
<br />a
<br />9
<br />S -- AY N N __ AD q
<br />O 6 _ THO I - MATCH N = Y
<br />1> > W -
<br />' 934.6
<br />n- ------
<br />LOA
<br />LA
<br />Z cn _ \ \\
<br />x to
<br />ID
<br />LO
<br />934.E
<br />co _ _ =
<br />'I 936.25 935.0 -- -=- ° --- _ w X
<br />_ _ _ _ -� - w \ \ rn
<br />* CA
<br />93 25 \ ' ` 935.05 - _ - _ _ _ _ V(A CID
<br />�c> _
<br />4
<br />W p
<br />°D x
<br />ED
<br />---
<br />_ >,
<br />to
<br />X933.2 (0
<br />°
<br />N i 935.90 SB-6 \ 935.0 934.6
<br />934.52
<br />p935.5 lms _. - _ X933.
<br />N W
<br />935.7 935.42 / 33 - , _
<br />RETAIL � - _
<br />935.75 e /
<br />°
<br />°°
<br />935.90 X i � x it
<br />/ _
<br />935.7 -
<br />_ � cn � k
<br />' `FFE 935.1 s w� - - _ _ - 3�A - 93309
<br />_ _-
<br />\9M 5 7 934.6 R C T
<br />6+ 935.65 - - - x ' AIL / 34.0937 3 s - - 932
<br />�-935:75 SB-9 s
<br />S 1 10 936 k
<br />A o 6a si 9
<br />N 935.65 0 20 FFE 934.6 935
<br />935.55 �\ 935.5 9 4.5 _ -°- - - - \ 934.05 933.90 933 s
<br />° ° ° °
<br />°o
<br />' 935.9 _ _ o
<br />w ° - ° 0 933.95 1
<br />934.66
<br />1r B-1 _ I I \ 935.45 4.9 � 334. o °° 1 rn o
<br />. °
<br />ae
<br />,93 m / \
<br />o - - - 934.3 � 3 0
<br />` - 35.9 x - - _ 0 \ - 9 3.84 93 934
<br />W x 93
<br />_---- /� g, o w .:34.� , 933
<br />o.
<br />.°o
<br />p -4 _ - i.o° .86
<br />°
<br />°
<br />/ _ 2 /
<br />4 X
<br />93 . / x - - - 934. 933.70 943. 5 934.0
<br />0 9 x 934.29 933.91 1
<br />o o.a ER / w 934.5 _
<br />W / 933.79 934 ° ow �934.62 z z
<br />935.9 - I-- - ---- *SB-7 933.75 co
<br />f -4
<br />/ / f w / �� 933.89 933.72 a 0.5%� ERFLO S -151 ' x
<br />3
<br />RETAIL SB 5 o 933.92 933.84 933.65 0 934.5 934.5 zz
<br />m
<br />IQ s 16 I �/ w 3.7 --- / co 0 o.5<ap
<br />A - - - - / VE OW
<br />-- - -- - - __x - - %/ o RF
<br />W - - a1 � s6 2 FFE 936.5 N\ - - z 9�2 -- --- ^��� 934.37
<br />°°
<br />-
<br />I
<br />j 95.9 ! x -
<br />N
<br />/ �
<br />J 93 .0 SB-3 _ _ -N _ 934.11 ��
<br />o------- _ p to W co W
<br />3 --- N W o
<br />I _ w w X
<br />w
<br />III ;-
<br />--
<br />o '� -- -- 934.4 x zZ
<br />933.97 933.61 -- I \ (ACL_ c o
<br />w (I 11 u---' p i 934.25 +9
<br />o \ \ \ p o/ +6 M1 33.4 933.9 + 3.6
<br />�_ _ _-' � ----- _s
<br />+ c CA i N 33 0 \ I�o� _ ,� w o
<br />bD ------- -�-�-. _ 9 9 .0 W �B-1710' R x,
<br />°
<br />_ 3.
<br />- --- ��� �� "--���__��i� 933.4 /���� 9334 ( 930 SB10 ESTAURANT X \
<br />_-_
<br />CC) C.0
<br />11 W co CARD
<br />�� �� \ o
<br />WL / _ - - i - I 1�� 1 ' �w FFE 935.0 (4°' 933.
<br />\VL AWL _��\--� � 934.85 a • �'�S x i9i� k
<br />\` �' �'
<br />POTENTIAL - wL �33 8 \\ / �B-11 20'i \\\ °
<br />STORMWATER�x / \ \\
<br />933.4 D
<br />933.3BASIN w< 931.8
<br />wL DE MINIMIS w \ 931.71 v v O
<br />DE MINIMIS < �� \
<br />wL WETLAND WETLAND v _ - - o/ 93 x
<br />IMPACT 85 SF IMPACT40SF - - - 929 z 4 L_ ' x
<br />o\ / i \ 93? \\ LA to
<br />to \\
<br />/ OHWL \ wL 1�� `\ �337 \ \\ ,x, 9 I
<br />W
<br />WETLAND BOUNDARY 1 FUTURE EVENT vv
<br />CENTER ��
<br />--
<br />DE MINIMIS +� \ \ \\ >
<br />EGG LAKE
<br />WETLAND
<br />OHW=926.62(NAVD88) IMPACT65SF
<br />GRADING PLAN � `° � �
<br />v SB-12 20' �� x
<br />`\ W
<br />j 1"=30'
<br />GRADING NOTES
<br />1. VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR
<br />UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE
<br />IMMEDIATELY NOTIFIED.
<br />2. ALL WORK TO COMPLY WITH CURRENT MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) STANDARD SPECIFICATIONS
<br />FOR CONSTRUCTION UNLESS NOTED.
<br />3. FOLLOW ALL RECOMMENDATIONS PRESENTED IN GEOTECHNICAL EVALUATION REPORT PREPARED BY NTI .
<br />4. ALL NON -GRANULAR SOILS, AND TOPSOIL SHALL BE REMOVED FROM WITHIN THE PROPOSED BUILDING PAD. A GEOTECHNICAL
<br />ENGINEER OR THEIR DESIGNATED REPRESENTATIVE SHALL OBSERVE THE PROJECT EXCAVATIONS TO VERIFY THAT
<br />UNSUITABLE MATERIALS HAVE BEEN PROPERLY REMOVED FROM PROPOSED STRUCTURAL AREAS, THAT ADEQUATE BEARING
<br />SUPPORT IS PROVIDED BY THE EXPOSED SOILS AND THAT STRUCTURAL FILL IS PLACED APPROPRIATELY. THE EXPOSED SOIL
<br />AT THE BASE OF FOOTINGS OR THICKENED SLAB SHALL BE COMPACTED TO 98 PERCENT PROCTOR DRY DENSITY (ASTM D698).
<br />5. ON -SITE GRANULAR SOIL IS GENERALLY SUITABLE FOR STRUCTURAL FILL. SILTY OR ORGANIC SOILS SHALL NOT BE USED FOR
<br />STRUCTURAL FILL. PLACEMENT OF STRUCTURAL FILL SHALL BE OBSERVED AND TESTED BY AN EXPERIENCED TECHNICIAN OR
<br />ENGINEER TO VERIFY THAT PROPER COMPACTION HAS BEEN ACHIEVED. STRUCTURAL FILL SHALL BE MOISTURE CONDITIONED
<br />(DRIED OR WETTED) AS APPROPRIATE PRIOR TO PLACEMENT. MOISTURE CONDITIONED ENGINEERED FILL SHALL BE PLACED
<br />AND COMPACTED IN LOOSE LIFTS OF 8 INCHES OR LESS. EACH LIFT OF FILL SHOULD BE COMPACTED BY LARGE VIBRATORY
<br />EQUIPMENT UNTIL THE IN -PLACE SOIL DENSITY IS EQUAL TO OR GREATER THAN THE CRITERIA ESTABLISHED WITHIN THE
<br />FOLLOWING TABULATION.
<br />TYPE OF CONSTRUCTION COMPACTION CRITERIA MOISTURE CONTENT VARIANCE FROM
<br />OPTIMUM (% RESPECTIVE PROCTOR)
<br />NON -ENGINEERED FILL (GREEN SPACE) 95 -3 TO +3% FOR SAND AND GRAVEL SOILS
<br /><3% FOR CLAY SOILS
<br />ENGINEERED FILL BELOW FOUNDATIONS 98 -3 TO +3% FOR SAND AND GRAVEL SOILS
<br /><3% FOR CLAY SOILS
<br />ENGINEERED FILL BELOW FLOOR SLABS 98 -3 TO +3% FOR SAND AND GRAVEL SOILS
<br /><3% FOR CLAY SOILS
<br />ENGINEERED FILL PLACED AS PAVEMENT 100 FOR SAND AND GRAVEL -3 TO +3% FOR SAND AND GRAVEL SOILS
<br />AGGREGATE BASE (CLAY NOT ACCEPTABLE)
<br />ENGINEERED FILL PLACED MORE THAN 3 FEET 95 -3 TO +3% FOR SAND AND GRAVEL SOILS
<br />BELOW PAVEMENT AGGREGATE BASE <3% FOR CLAY SOILS
<br />ENGINEERED FILL PLACED IN UPPER 3 FEET 100 -3 TO +3% FOR SAND AND GRAVEL SOILS
<br />BELOW PAVEMENT AGGREGATE BASE <3% FOR CLAY SOILS
<br />6. SIDEWALLS SHALL BE RETAINED BENCHED OR SLOPED TO PROVIDE SAFE WORKING CONDITIONS. THE CONTRACTOR IS SOLELY
<br />RESPONSIBLE FOR ASSESSING THE STABILITY OF AND EXECUTING PROJECT EXCAVATIONS USING SAFE METHODS. THE
<br />CONTRACTOR IS ALSO RESPONSIBLE FOR NAMING THE "COMPETENT INDIVIDUAL" AS PER SUBPART P
<br />OF 29 CFR 1926.6 (FEDERAL REGISTER - OSHA).
<br />7. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF SOIL, UTILITY AND BUILDING RETENTION SYSTEMS. `
<br />8. PAVEMENT: SEE DETAILS SHEET C-501 FOR BITUMINOUS AND CONCRETE PAVEMENT SECTION.
<br />9. CONCRETE MIX NO.3F52 (MNDOT 2461) SHALL BE USED FOR HAND PLACED FORMED CURB AND GUTTER, MEDIANS, DRIVEWAYS,
<br />CROSS GUTTERS, SIDEWALKS, PEDESTRIAN RAMPS AND MEDIANS. CONCRETE MIX NO.3F32, MNDOT SPECIFICATION 2461)
<br />SHALL BE USED FOR AN EXTRUSION MACHINE PLACEMENT OF CONCRETE. IN THE PRODUCTION OF CONCRETE, AN AIR
<br />ENTRAINING AGENT SHALL BE ADDED TO THE MIX ACCORDING TO MNDOT 2461.4.
<br />10. FORM COATING MATERIAL SHALL MEET MNDOT 3902.
<br />11. CONCRETE INSTALLATION SHALL CONFORM WITH MNDOT 2531.
<br />12. SITE CONCRETE FINISHING - CONCRETE SHALL BE STRUCK TRUE TO CROSS SECTION AS SHOWN ON THE PLANS. NO
<br />ADDITIONAL WATER MAY BE ADDED TO AID IN THE FINISHING PROCESS. A LIGHT BROOM FINISH WILL BE REQUIRED AT RIGHT
<br />ANGLES TO THE CENTER LINE ON ALL CONCRETE WORK UNLESS DIRECTED OTHERWISE. ALL EXPOSED EDGES AND JOINTS IN
<br />CURB,GUTTER, SIDEWALK AND STEPS SHALL BE ROUNDED WITH A SUITABLE EDGING TOOL. BEFORE FINAL FINISHING, THE
<br />CONTRACTOR SHALL CHECK THE CONCRETE WITH A TEN (10) FOOT STEEL STRAIGHT EDGE TO ENSURE THERE IS NO VARIATION
<br />GREATER THAN 3/16"FROM THE STRAIGHT EDGE ON TANGENT LINES OR GRADES. IF DEVIATIONS GREATER THAN 3/16" ARE
<br />FOUND THE WORK WILL BE CONSIDERED AS UNACCEPTABLE AND WILL BE REQUIRED TO BE REMOVED AND REPLACED AT NO
<br />EXPENSE TO THE OWNER.
<br />13. CONCRETE CURING SHALL BE PERFORMED BY APPLYING A MEMBRANE CURING COMPOUND (TYPE 2, WHITE PIGMENTED,
<br />MNDOT 3754) TO THE EXPOSED SURFACE OF THE CONCRETE WITHIN ONE (1)HOUR AFTER FINISHING THE CONCRETE
<br />SURFACES. WHEN THE FORMS ARE REMOVED IN LESS THAN 72 HOURS AFTER PLACING THE CONCRETE, THE CURING
<br />COMPOUND SHALL BE APPLIED IMMEDIATELY TO THE EXPOSED SURFACES. THE RATE OF APPLICATION OF CURING COMPOUND
<br />SHALL BE 150 SQUARE FEET PER GALLON. THE COMPOUND SHALL APPEAR AS WHITE AS A SHEET OF PAPER AFTER
<br />APPLICATION ON THE CONCRETE SURFACE.
<br />14. PREFORMED EXPANSION JOINTS SHALL MEET MNDOT 3702, AND SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: AT THE
<br />BEGINNING AND END OF ALL CURB AND GUTTER RADII. WHERE NEW CONCRETE SURROUNDS, ADJOINS, OR ABUTS ANY
<br />EXISTING FIXED OBJECTS SUCH AS FIRE HYDRANTS, BUILDING FOUNDATIONS, CONCRETE DRIVEWAYS, SIDEWALKS, AND OTHER
<br />RIGID STRUCTURES. AFTER EACH LOAD OF CONCRETE WHEN PLACING CURB AND EVERY 100 FEET WHEN PLACING SIDEWALK.
<br />CONTRACTION JOINTS WILL NOT BE SEALED BUT WILL BE REQUIRED AT A SPACING OF 10 FEET ON CURB AND GUTTER AND ON
<br />SIDEWALK CONSTRUCTION AS SHOWN ON THE PLAN. CONTRACTION JOINTS WILL BE CUT TO A DEPTH 1/3 THE THICKNESS OF
<br />THE CONCRETE, SURFACE AND BACK OF ALL CURBS. CONTRACTION JOINTS SHALL BE PLACED SO THAT NO SLAB IS LARGER
<br />THAN 100 SQUARE FEET IN AREA. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING CONTRACTION JOINTS THAT
<br />PREVENT CONCRETE FROM CRACKING AT OTHER LOCATIONS.
<br />15. CONCRETE TESTING INCLUDING SLUMP, AIR ENTRAINMENT, TEMPERATURE AND COMPRESSIVE STRENGTH SHALL BE
<br />PERFORMED ON THE FIRST LOAD OF THE DAY FOR ALL CONCRETE POURS OF AT LEAST 4 CUBIC YARDS. AN ADDITIONAL TEST
<br />SHALL BE PERFORMED FOR EACH 100 CUBIC YARDS OR PORTION THEREOF.
<br />WLVL
<br />wL
<br />co M
<br />C x
<br />vv
<br />\ \\ \ X I rCt)
<br />k930� v �� �� C
<br />c
<br />X933.2
<br />L4
<br />\� \ W
<br />1 ENLARGED �
<br />C-202 GRADING PLAN \\\ J \\
<br />NPDES AREA SUMMARY ' 9''
<br />X
<br />\ J
<br />EXISTING
<br />PROPOSED
<br />IMPERVIOUS
<br />BUILDING
<br />PAVEMENT
<br />TOTAL IMPV
<br />0 ACRES
<br />0 ACRES
<br />0.436 ACRES
<br />2.352 ACRES
<br />0 ACRES
<br />2.788 ACRES
<br />PERVIOUS
<br />4.126 ACRES
<br />1.338 ACRES
<br />TOTAL
<br />4.126 ACRES
<br />1 4.126 ACRES
<br />\ 9 1.
<br />\ y � I
<br />� \ Qe
<br />X h
<br />ro \J r W
<br />/ x
<br />N
<br />r?yS
<br />I
<br />I � 1
<br />I I 1 1
<br />I I I I
<br />I I I I
<br />I I I
<br />I I
<br />xl x
<br />I I o`
<br />2 v N
<br />n!` to `� W
<br />I i I
<br />_ I
<br />rt19? 9?y
<br />9
<br />28�
<br />a
<br />Know what's below.
<br />Call before you dig.
<br />ARCHITECTURAL
<br />CONSORTIUM L.L.C.
<br />901 NORTH THIRD STREET,
<br />SUITE 220
<br />MINNEAPOLIS, MN 55401
<br />612-436-4030
<br />PROJECT
<br />CATTLE HOUSE
<br />RESTAURANT &
<br />EVENT CENTER
<br />�- HUGO, MINNESOTA
<br />SHEET INDEX
<br />PLANNED UNIT
<br />DEVELOPMENT
<br />(PUD),
<br />PRELIMINARY PLAT,
<br />SITE PLAN REVIEW
<br />01/17/2020
<br />ISSUE DATE
<br />OAK STREET
<br />30
<br />SCALE IN FEET
<br />D E S I G N
<br />Civil Engineering I Landscape Architecture I Construction Services
<br />901 N 3rd STREET, SUITE 120
<br />MINNEAPOLIS, MN 55401
<br />p 612.260.7980 www.eIanIab.com
<br />f 612.260.7990
<br />C E R T I FICATION
<br />I hereby certify that this plan was prepared by me,
<br />or under my direct supervision and that I am a
<br />duly Licensed Professio eer under the
<br />laws of the state,Q y�l A.
<br />ONS,
<br />G
<br />Stephen M. Johnston DATE
<br />REGISTRATION NO. 18914 01/17/2020
<br />SHEET
<br />GRADING PLAN
<br />C-201
<br />PROJECT NO.
<br />ARC19010
<br />
|