12-11-2017 Council Packet - Laserfiche WebLink

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GRADING LIMITS -----929.4 co` 10 shote i \ �I \ I � `\ \ STAMPED CONCRETE \ PATIO, COORD. STYLE E COLOR w/ OWNER PRIOF `\ TO CONSTRUCTION, TYP GRADING LIMITS , STAMPED COf � \OOH \ s MOTOR COUP FIELD STONE PAVERS. COORD. COLOR, STYLE AND MATERIAL w/ LANDSCAPE ARCH., SAMPLES REQUIRED, TYP. PROPOSED DOCK LOCATION, COORDINATE \ e WI ARCH AND OWNER \ II � � ■ Il r• 's r 1' r r 1 / 1 Found Spike ----1 4444 V Most westerly corner of Lot \ / 185, TAYLOR'S SUBDIVISION --------- "- OF SPRING PARK LOTS \\ Most southerly corner of Lot � 185, TAYLOR'S SUBDIVISION ------ \\ OF SPRING PARK LOTS O� v�9 12' WIDE SAND BEACH, TYP. 076 PROPOSED HOUSE PAD, 0 O COORD. w/ FINAL DESIGN FROM v ARCH., TYP.;ZP�CQ \� 9 PROPOSED PROPERTY LINE� 12' WIDE SAND BEACH, TYP. CITY OF ORONO SITE SPECIFIC NOTES: 1. WORK WITHIN PUBLIC RIGHT-OF-WAY MUST BE COORDINATED WITH THE PUBLIC WORKS DEPARTMENT. CONTRACTOR MUST PROVIDE A MINIMUM 48 HOUR NOTICE PRIOR TO ANY WORK BEING PERFORMED. 2. THE CONDITION OF IVY PLACE SHOULD BE REVIEWED BY THE CITY AND CONTRACTOR PRIOR TO ANY WORK, AND THE EXISTING CONDITION SHOULD BE DOCUMENTED WITH PICTURES. AFTER COMPLETION OF WORK, THE STREET SHOULD BE REVIEWED FOR DAMAGE, AND THE CONTRACTOR SHOULD BE REQUIRED TO REPAIR ANY DAMAGE DEEMED TO BE CAUSED BY SITE WORK. .0-6 . Pop/ r r � .0, o�GJ 114,1 (0 12' WIDE BITUMINOUS r DRIVEWAY r eO r' / F / GFloor Floor GP / / / 3,. spruce '•,�y r WETLAND BUFFER SIGN, COORDINATE TYPE AND LOCATION w/ WATERSHED PRIOR TO CONSTRUCTION, TYP. EVERY 100 LF OR WHERE BUFFER CROSSES PROPERTY LINE. SITE AREA TABLE: SITE LAYOUT NOTES: 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT. 3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. 4. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. 5. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. 6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. 8. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS -SEE DETAIL. 9. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. 10. CURB AND GUTTER TYPE SHALL BE B612 UNLESS OTHERWISE NOTED ON THE DRAWINGS -TAPER BETWEEN CURB TYPES -SEE DETAIL. 11. ALL CURB RADII ARE MINIMUM T UNLESS OTHERWISE NOTED. 12. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS. 13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. 14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. 15. ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP. 16. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. 17. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. O O O 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 LAKE IIIA DEVELOPMENT, LLC SITE AREA CALCU LATIONS 302 SF 0.3% PROPOSED CONDITION LOT 1 6,276 SF / PROPOSED CON DITION LOT 2 EXISTING PROPOSED LOT 1 PROPOSED LOT 2 / 3.0% LOT TOTAL (LOT 1 + LOT 2) 15,272 SF 16.2% / 18,109 SF 19.2% BUILDING COVERAGE 0 SF 0.0%4,653 / 7,296 5F 12.3/❑ 0 5F 0.0% 18.9% *All existing impervious area is owned by the adjacent / LY / 302 SF 0.3% 1,623 SF 5.6% 1,700 SF 2.9% 2,837 SF 49.4% p r WETLAND BUFFER SIGN, COORDINATE TYPE AND LOCATION w/ WATERSHED PRIOR TO CONSTRUCTION, TYP. EVERY 100 LF OR WHERE BUFFER CROSSES PROPERTY LINE. SITE AREA TABLE: SITE LAYOUT NOTES: 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT. 3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. 4. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. 5. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. 6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. 8. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS -SEE DETAIL. 9. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. 10. CURB AND GUTTER TYPE SHALL BE B612 UNLESS OTHERWISE NOTED ON THE DRAWINGS -TAPER BETWEEN CURB TYPES -SEE DETAIL. 11. ALL CURB RADII ARE MINIMUM T UNLESS OTHERWISE NOTED. 12. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS. 13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. 14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. 15. ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP. 16. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. 17. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. O O O 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250-2003 LAKE IIIA DEVELOPMENT, LLC SITE AREA CALCU LATIONS 302 SF 0.3% PROPOSED CONDITION LOT 1 6,276 SF 6.7% PROPOSED CON DITION LOT 2 EXISTING PROPOSED LOT 1 PROPOSED LOT 2 0UTLOTA 3.0% LOT TOTAL (LOT 1 + LOT 2) 15,272 SF 16.2% TOTAL (LOT 1 +LOT 2 +OUTLOTA) 18,109 SF 19.2% BUILDING COVERAGE 0 SF 0.0%4,653 5F 16.0% 7,296 5F 12.3/❑ 0 5F 0.0% 18.9% *All existing impervious area is owned by the adjacent property owner LY ALL PAVEMENTS 302 SF 0.3% 1,623 SF 5.6% 1,700 SF 2.9% 2,837 SF 49.4% p ALL PERVIOUS SURFACES 93,778 SF 99.7% 22,827 SF 78.4% 50,243 SF 84.8% 2,901 SF 50.6% a TOTAL SITE AREA 94,080 SF 100.0% 29,103 SF 100.0% 59,239 SF 100.0% IMPERVIOUS SURFACE EXISTING CON DITION 302 SF 0.3% PROPOSED CONDITION LOT 1 6,276 SF 6.7% PROPOSED CON DITION LOT 2 8,996 SF 9.6% OUTLOT A 2,837 SF 3.0% LOT TOTAL (LOT 1 + LOT 2) 15,272 SF 16.2% TOTAL (LOT 1 +LOT 2 +OUTLOTA) 18,109 SF 19.2% LOT DIFFERENCE (EX. VS PROP.) 14,970 SF 15.9% TOTAL DIFFERENCE (EX. VS PROP.) 17,807 SF 18.9% *All existing impervious area is owned by the adjacent property owner SITE PLAN LEGEND: PROPERTY LINE a7 co LO 2 O O U a O O CO M LO J co ..z z Y LLI z 2 ° a UJ O z J 2E L LJ N L LI Lu C ~ L LI a (D L LI z Lo QN J I HEREBY CERTIFY THAT THIS PLAN, 5,738 SF 100.0% SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Ma thew R. Pavek DATE 10/18/17 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY SETBACK LINE I REVISION SUMMARY EASEMENT LINE WETLAND LINE M M M M M CONSTRUCTION LIMITS GOPHER STATE ONE CALL WWW.GOPHERSTATEONECALL.ORG (800) 252-1166 TOLL FREE i (651) 454-0002 LOCAL PROJECT NO.: 17059 PRELIMINARY SITE PLAN C2 ■ 01 @COPYRIGHT 2017 CIVIL SITE GROUP INC.