|
GRADING LIMITS
<br />r`-929.4 contourNo
<br />now
<br />i
<br />i
<br />i
<br />7
<br />\ �#
<br />1
<br />\I �
<br />I
<br />■
<br />GRADING LIMITS
<br />113
<br />. o sA,
<br />\
<br />FIELD STONE PAVERS. \
<br />COORD. COLOR, STYLE \ \
<br />AND MATERIAL w/
<br />LANDSCAPE ARCH.,
<br />SAMPLES REQUIRED, TYP. �x
<br />PROPOSED DOCK
<br />LOCATION, COORDINATE
<br />W/ ARCH AND OWNER
<br />Most westerly corner of Lot
<br />Found Spike
<br />1 ,
<br />� 1I ■
<br />I 1 ■
<br />/ 7 .0
<br />i
<br />Mqr
<br />12' WIDE BITUMINOUS
<br />DRIVEWAY
<br />l 33.3 /
<br />/ G Floor
<br />/
<br />/
<br />185, TAYLOR S SUBDIVISION
<br />OF SPRING PARK LOTS
<br />\ F
<br />Most southerly corner of Lot O
<br />185, TAYLOR'S SUBDIVISION
<br />OF SPRING PARK LOTS
<br />\\ O
<br />�L
<br />O�
<br />v�9
<br />12' WIDE SAND BEACH, TYP. s
<br />-0 �/�
<br />OZ6
<br />PROPOSED HOUSE PAD, 9� / /
<br />COORD. w/ FINAL DESIGN FROM d �
<br />ARCH., TYP. ��
<br />q
<br />\\ \ PROPOSED PROPERTY LINE
<br />O
<br />mss\
<br />12' WIDE SAND BEACH, TYP.
<br />0:1-
<br />/>
<br />4 (II
<br />A� /
<br />3" ��n'U
<br />pruce .y 00
<br />Sti0//
<br />ff; Sii6
<br />S
<br />SITE AREA TABLE:
<br />�jhiff-11 118111Wt14ir9l0F1
<br />BUILDING COVERAGE
<br />ALL PAVEMENTS
<br />ALL PERVIOUS SURFACES
<br />TOTAL SITE AREA
<br />IMPERVIOUS SURFACE
<br />EXISTING
<br />0 SF 0.0°%
<br />302 SF 0.3%
<br />93,778 SF 99.7%
<br />94,080 SF 100.0°%
<br />EXISTING CONDITION
<br />302 SF
<br />0.3%
<br />PROPOSED CONDITION LOT 1
<br />6,276 SF
<br />6.7%
<br />PROPOSED CONDITION LOT 2
<br />8,996 SF
<br />9.6%
<br />OUTLOTA
<br />2,837 SF
<br />3.0°%
<br />LOT TOTAL ( LOT 1 + LOT 2)
<br />15,272 SF
<br />16.2%
<br />TOTA L ( LOT 1 + LOT 2 + 0 UTLOT A)
<br />18,109 SF
<br />19.2%
<br />LOT DIFFERENCE (EX. VS PROP.)
<br />14,970 SF
<br />15.9%
<br />TOTAL DIFFERENCE (EX. VS PROP.)
<br />17,807 SF
<br />18.9%
<br />*All existing impervious area is owned by the adjacent property owner
<br />SITE LAYOUT NOTES:
<br />1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO
<br />BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING
<br />AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND
<br />PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS
<br />FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION,
<br />DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO
<br />OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE
<br />ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE
<br />LAYOUT FOR APPROVAL.
<br />2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION,
<br />INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.
<br />3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL
<br />REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.
<br />4. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE
<br />BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE
<br />PRIOR TO INSTALLATION OF FOOTING MATERIALS.
<br />5. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS,
<br />AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO
<br />INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.
<br />6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE
<br />OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND
<br />SHALL BE AS SHOWN ON THE DRAWINGS.
<br />7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR
<br />REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO
<br />FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT
<br />NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS,
<br />BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE
<br />OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY
<br />APPROVED.
<br />8. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING
<br />AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS -SEE DETAIL.
<br />9. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER
<br />PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE.
<br />ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED
<br />OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.
<br />10. CURB AND GUTTER TYPE SHALL BE B612 UNLESS OTHERWISE NOTED ON THE
<br />DRAWINGS -TAPER BETWEEN CURB TYPES -SEE DETAIL.
<br />11. ALL CURB RADII ARE MINIMUM T UNLESS OTHERWISE NOTED.
<br />12. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS
<br />AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.
<br />13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.
<br />14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS
<br />NOTED OTHERWISE.
<br />15. ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.
<br />16. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL
<br />SHEETS FOR PAVEMENT SECTIONS.
<br />17. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A
<br />CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.
<br />CITY OF ORONO SITE SPECIFIC NOTES:
<br />1. RESERVED FOR CITY SPECIFIC NOTES.
<br />PROPOSED LOT 1
<br />4,653 SF 16.0%
<br />1,623 SF 5.6%
<br />22,827 SF 78.4%
<br />29,103 S F 100.0%
<br />PROPOSED LOT 2
<br />7,296 SF 12.3%
<br />1,700 SF 2.9%
<br />50,243 SF 84.8%
<br />59,239 SF 100.0°%
<br />SITE PLAN LEGEND:
<br />PROPERTY LINE
<br />SETBACK LINE
<br />EASEMENT LINE
<br />WETLAND LINE
<br />M M M M M CONSTRUCTION LIMITS
<br />GOPHER STATE ONE CALL
<br />WWW.GOPHERSTATEONECALL.ORG
<br />(800) 252-1166 TOLL FREE
<br />1W (651) 454-0002 LOCAL
<br />O UTLOT A
<br />0 SF 0.0%
<br />2,837 SF 49.4%
<br />2,901 SF 50.6%
<br />5,738 SF 100.0%
<br />Alpok
<br />1 " = 30'-0"
<br />15'-0" 0 30'-0"
<br />C�OVHO
<br />SRO�e
<br />Crz M © M
<br />4931 W. 35TH ST. SUITE 200
<br />ST. LOUIS PARK, MN 55416
<br />CivilSiteGroup.com
<br />Matt Pavek Pat Sarver
<br />763-213-3944 952-250-2003
<br />LAKE VIS
<br />DEVELOPMENT, LLC
<br />U
<br />w
<br />O
<br />IY
<br />IL
<br />I HEREBY CERTIFY THAT THIS PLAN,
<br />SPECIFICATION, OR REPORT WAS
<br />PREPARED BY ME OR UNDER MY DIRECT
<br />SUPERVISION AND THAT I AM A DULY
<br />LICENSED PROFESSIONAL ENGINEER
<br />UNDER THE LAWS OF THE STATE OF
<br />MINNESOTA.
<br />- Matthew R. Pavek
<br />DATE 07/19/17 LICENSE NO. 44263
<br />ISSUE/SUBMITTAL SUMMARY
<br />REVISION SUMMARY
<br />PROJECT NO.: 17059
<br />PRELIMINARY
<br />SITE PLAN
<br />C200
<br />COPYRIGHT 2017 CIVIL SITE GROUP INC.
<br />Lo
<br />J
<br />M
<br />J
<br />L0
<br />.,
<br />z
<br />CF)
<br />Z
<br />L0
<br />LLJ
<br />z
<br />z
<br />a
<br />Lu
<br />o
<br />O
<br />z
<br />oJ
<br />0�
<br />0LU
<br />LLJ
<br />>
<br />N
<br />U
<br />LLI
<br />LU
<br />Q
<br />J
<br />Q
<br />-
<br />�
<br />112-
<br />CO
<br />C
<br />CD
<br />O
<br />co
<br />UU
<br /><
<br />M
<br />=
<br />C�
<br />WU-)
<br />=
<br />QN
<br />J
<br />I HEREBY CERTIFY THAT THIS PLAN,
<br />SPECIFICATION, OR REPORT WAS
<br />PREPARED BY ME OR UNDER MY DIRECT
<br />SUPERVISION AND THAT I AM A DULY
<br />LICENSED PROFESSIONAL ENGINEER
<br />UNDER THE LAWS OF THE STATE OF
<br />MINNESOTA.
<br />- Matthew R. Pavek
<br />DATE 07/19/17 LICENSE NO. 44263
<br />ISSUE/SUBMITTAL SUMMARY
<br />REVISION SUMMARY
<br />PROJECT NO.: 17059
<br />PRELIMINARY
<br />SITE PLAN
<br />C200
<br />COPYRIGHT 2017 CIVIL SITE GROUP INC.
<br />
|