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GENERAL NOTES
<br />1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS
<br />HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS
<br />THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY THE PERMITTING AUTHORITIES.
<br />2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND
<br />STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATION SET FORTH THEREIN
<br />ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE
<br />UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY
<br />DISCREPANCY BETWEEN SOILS REPORT AND PLANS.
<br />3. SITE CLEARING SHALL INCLUDE THE LOCATION AND REMOVAL OF ALL UNDERGROUND PIPING, VALVING, ETC.
<br />4. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
<br />RECOMMENDATIONS SET FORTH IN THE SOILS REPORT IF OWNER HAS PROVIDED SUCH REPORT. THE CONTRACTOR
<br />SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND
<br />REPLACING WITH SUITABLE MATERIALS AS SPECIFIED. IF REQUESTED BY THE OWNER, CONTRACTOR SHALL SUBMIT A
<br />COMPACTION REPORT PREPARED BY A QUALIFIED SOILS ENGINEER, LICENSED WITHIN THE STATE WHERE THE WORK
<br />IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AND PAVEMENT
<br />AREAS HAVE BEEN COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS AND RECOMMENDATIONS SET FORTH IN
<br />THE SOILS REPORT.
<br />5. THE LOCATIONS OF THE UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE BASED ON AVAILABLE SURVEY
<br />RECORDS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO
<br />LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO
<br />THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE.
<br />6. ALL EXISTING DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR
<br />PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING
<br />WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO
<br />THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON
<br />THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
<br />7. ALL EXISTING CONCRETE CURBING AND PAVEMENT TO REMAIN SHALL BE PRHTECTED FROM DAMAGE. CONTRACTOR
<br />TO REPAIR ANY DAMAGED EXISTING CURB AND PAVEMENT AT CONTRACTORS EXPENSE.
<br />8. THE CITY WILL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED ASSOCIATED WITH VARIATIONS IN THE
<br />AS -BUILT ELEVATIONS. THESE ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION.
<br />SITE PLAN NOTES
<br />1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE
<br />NOTED.
<br />2. MATCH EXISTING GRADES AT EXISTING PAVEMENT TO REMAIN.
<br />3. EXISTING PAVEMENT TO REMAIN SHALL BE SAW CUT FOR CLEAN EDGE. TACK SHALL BE USED
<br />ON ALL VERTICAL EDGES PRIOR TO PATCHING.
<br />4. CONTRACTOR SHALL VERIFY AND COORDINATE CONDUIT REQUIRMENTS FOR UNDERGROUND
<br />UTILITIES IF ANY WITHIN THE WORK ZONE WITH THE OWNER PRIOR TO PAVING.
<br />5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FIRE MARSHALL FOR POSTING OF FIRE
<br />LANES, CURB MARKING AND SIGNAGE AS REQUIRED.
<br />6. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING SITE FEATURES
<br />THAT INTERFERE WITH NEW WORK AS SHOWN.
<br />KEY NOTES:
<br />O BITUMINOUS PAVEMENT; SEE SECTION ON DETAIL SHEET
<br />O2 3 FT CONCRETE VALLEY GUTTER (SEE DETAIL 2001)
<br />CONCRETE PAVEMENT HEAVY DUTY; 4,500 PSI MIX;
<br />0 SEE SECTION ON DETAIL SHEET
<br />O CONCRETE PAVEMENT LIGHT DUTY; 4,500 PSI MIX;
<br />SEE SECTION ON DETAIL SHEET
<br />O D412 MODIFY (Y) CONCRETE CURB & GUTTER
<br />MIX 31`32 FOR MACHINE PLACEMENT (MnDOT 2461)
<br />MIX 31`52 FOR MANUAL PLACEMENT (MnDOT 2461)
<br />O B412 MODIFY (3") CONCRETE OUTFLOW CURB & GUTTER. (TIP -OUT
<br />FLOWLINE).
<br />MIX 31`32 FOR MACHINE PLACEMENT (MnDOT 2461)
<br />MIX 3F52 FOR MANUAL PLACEMENT (MnDOT 2461)
<br />O SAWCUT AND REMOVE EXISTING BITUMINOUS FOR CLEAN EDGE
<br />(REPLACE BITUMINOUS IN -KIND)
<br />EXISTING CURB, SIDEWALK & PAVEMENT TO REMAIN
<br />O EXISTING UTILITIES TO REMAIN IN PLACE. CONTRACTOR TO
<br />PROTECT
<br />10 MODULAR BLOCK RETAINING WALL. SEE ELEVATION DATA ON C2.
<br />11 TAPER LAST 3' CURB AT PROPOSED SIDEWALK
<br />12 METAL FENCE 7 FT BLACK COLOR VINYL COATED ALONG PUBLIC
<br />STREETS AND EAST BOUNDARY.
<br />13 CHAIN LINK FENCE 7 FT BLACK COLOR VINYL COATED ALONG
<br />RAILROAD AND SOUTH BOUNDARY.
<br />14 GATE AT ACCESS DRIVEWAY.
<br />(IM ELEV.=889.6
<br />N . SW)=875.0
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<br />15 PAINT INTERNATIONAL SYMBOL OF ACCESSABILITY WITH WHITE LATEX PAINT
<br />16 PAINT 4" SOLID STRIPE - WHITE LATEX PAINT
<br />17 B612 (6") CONCRETE CURB & GUTTER
<br />MIX 31`32 FOR MACHINE PLACEMENT (MnDOT 2461)
<br />MIX 3F52 FOR MANUAL PLACEMENT (MnDOT 2461)
<br />18 B612 (6") CONCRETE OUTFLOW CURB & GUTTER. (TIP —OUT FLOWLINE).
<br />MIX 31`32 FOR MACHINE PLACEMENT (MnDOT 2461)
<br />MIX 31`52 FOR MANUAL PLACEMENT (MnDOT 2461)
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<br />+\ + + + + + + + + + + + + + + + + + + + + f + + + + + + + + + + + + + + + + + + + + + + + +
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<br />+�++0++++, 1 o+av+4O+++++ O +++++++++++�+1 25.0
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<br />�o�• \ \ - o F����� \4�� DING „ � 10
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<br />�o \\ o �o��Goy� // /// ��.\\\ 5,600 SF f /
<br />�oF / / 25
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<br />ti0o0 \ \\ \ \-----
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<br />SURMOUNTABLE \
<br />CURB & GUTTER
<br />0 30 60 90
<br />GRAPHIC SCALE IN FEET
<br />LEGEND:
<br />EXISTING BOUNDARY
<br />- — — - EXISTING EASEMENT
<br />EXISTING SETBACK
<br />EXISTING R/W LINE
<br />CONCRETE LIGHT DUTY
<br />000
<br />00000 0 0 0 000000000 0 0 00000 CONCRETE HEAVY DUTY
<br />BITUMINOUS PAVEMENT
<br />PROPOSED CURB AND GUTTER STANDARD
<br />PROPOSED CURB AND GUTTER TIP -OUT
<br />0 0 o PROPOSED CHAIN LINK FENCE
<br />❑ ❑ ❑ PROPOSED METAL FENCE
<br />— — — — — — — — - PROPOSED EASEMENT
<br />S U RVEY DATA
<br />SURVEY INFORMATION PROVIDED BY:
<br />MEYER ROHLIN LAND SERVICES
<br />708 1st AVENUE NE
<br />BUFFALO, MN 55313
<br />DATED: AUGUST 12, 2021
<br />BENCHMARK:
<br />TOP NUT OF HYDRANT ® SOUTHWEST CORNER OF
<br />OUTLOT F.
<br />ELEV.=895.66.
<br />CLIENT:
<br />SDK ARCHITECTS
<br />5075 Holly Lane N., Unit 7
<br />Minneapolis, MN 55446
<br />Steve Krause
<br />stevek@sdk-architects.com
<br />763-331-5178
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<br />PROJECT LOCATION00
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<br />SECTION 11 TOWNSHIP 32, RANGE 26,
<br />SHERBURNE COUNTY, MINNESOTA.
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<br />SITE DATA:
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<br />EXISTING ZONING: PUD PLANNED UNIT DEVELOPMENT
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<br />TOTAL LOT AREA: 96,544 SF
<br />= 2.21 AC.
<br />ID �,
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<br />BUILDING COVERAGE AREA: 33,100 S.F.
<br />(28.3%)
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<br />EXISTING IMPERVIOUS AREA: 2,606 S.F.
<br />(2.7%)
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<br />PROPOSED IMPERVIOUS AREA: 58,035 S.F.
<br />(64.0%)
<br />q a ° o
<br />(INCLUDES EXISTING IMPERVIOUS REMAINING)
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<br />PROPOSED DISTURBANCE AREA: 86,205 S.F.
<br />(1.97 AC.)
<br />BUILDING DATA
<br />BUILDING
<br />A
<br />50x2OO
<br />= 10,000
<br />SF
<br />BUILDING
<br />B
<br />50x154
<br />= 7,700
<br />SF
<br />BUILDING
<br />C
<br />40x14O
<br />= 5,600
<br />SF
<br />BUILDING
<br />D
<br />40x14O
<br />= 5,600
<br />SF
<br />TOTAL
<br />= 28,900
<br />SF
<br />PARKING DATA:
<br />PROVIDED PARKING STALLS:
<br />3 PARKING STALLS (INCL 1 HC STALLS)
<br />EXISTING LEGAL DESCRIPTION
<br />OUTLOT F, ELK RIVER STATION, SHERBURNE COUNTY, MINNESOTA.
<br />PROPOSED LEGAL DESCRIPTION
<br />LOT 1, BLOCK 1, LUND RECREATIONAL STORAGE,
<br />SHERBURNE COUNTY, MINNESOTA.
<br />INDEX OF CIVIL SITE DRAWINGS:
<br />CO PROJECT LOCATION PLAN
<br />C1 SITE PLAN, PUD DEVELOPMENT PLAN
<br />C2 GRADING AND DRAINAGE PLAN
<br />C3 STORM SEWER PLAN
<br />C4 SWPPP
<br />C5 EXISTING CONDITIONS & REMOVAL PLAN
<br />C6—C7 DETAILS
<br />C8 LANDSCAPE PLAN
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<br />FILE NO. 00865
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<br />Site Plan
<br />
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