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<br />15" RCP
<br />15" RCP
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<br />15" RCP
<br />15" RCP15" RCP18" RCP
<br />18" RCP
<br />15" R
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<br />P12" RCPPID: 75-00729-0010Address: Unassigned
<br />PID: 75-00729-0105Address: 17155 Quincy Street NW
<br />Owner: Negus Violet
<br />171ST
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<br />Found 1/2 Inch Iron
<br />Pipe W/ Illegible Cap
<br />Found 1/2 Inch Iron
<br />Pipe W/ Cap. No. 21729
<br />Found 1/2 Inch Iron
<br />Pipe W/ Cap. No. 21729
<br />Found 1/2 Inch Iron
<br />Pipe W/ Cap. No. 21729
<br />Access
<br />Bituminous SidewalkBituminous SidewalkConcrete Sidewalk
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<br />8NO
<br />PARKINGACCESSIBLE ROUTE
<br />ARROW. DO NOT
<br />PAINT, FOR CODE
<br />REVIEW ONLY, TYP.NOPARKINGDROP OFFDROP OFFTRASH ENCLOSURE,
<br />SEE ARCH'L PLANS
<br />FOR DETAILS
<br />CONCRETE
<br />PATIO
<br />CONCRETE
<br />PATIO
<br />CONCRETE
<br />SIDEWALK
<br />BIT. DRIVE APRON
<br />PVMT. STRIPING,
<br />TYP.
<br />26.8
<br />36.0
<br />24.024.020.0 56.860.5
<br />MATCH EX.
<br />C&G
<br />39
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<br />0
<br />77.496.6 73.720.0
<br />6.7
<br />20.0
<br />24.0
<br />16.3
<br />R40.0
<br />R20.0 R10.0R10.0R8.0
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<br />R8.0 R8
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<br />R100.0
<br />R124.0
<br />BIT. PVMT., TYP.
<br />B612 C&G9.09.09.020.0
<br />ACCESSIBLE
<br />PARKING SPACE,
<br />INCL. SIGNAGE,
<br />STRIPING AND
<br />RAMPS 24.030.0
<br />30.0 24.015.242.2MATCH EXISTING
<br />PVMT.
<br />MATCH EX.
<br />C&G
<br />RIBBON
<br />CURB
<br />CURB
<br />TAPER
<br />CURB TAPER
<br />CONC. VALLEY
<br />GUTTER
<br />CURB
<br />TAPER
<br />RIBBON
<br />CURB
<br />RIBBON
<br />CURB
<br />MATCH EX.
<br />CONC. WALK
<br />MATCH EX.
<br />CONC. WALK
<br />MATCH EX.
<br />C&G
<br />MATCH EX.
<br />C&G
<br />INFILTRATION BASIN,
<br />SEE GRADING AND
<br />UTILITY PLANS
<br />MATCH EX.
<br />C&G
<br />B612 C&G
<br />B612 C&G
<br />CONC. WALK,
<br />PER CITY
<br />STANDARDS
<br />B612 C&G, PER
<br />CITY STANDARDS 6.0R100.0R150.05.
<br />0
<br />COPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2023
<br />ISSUE/SUBMITTAL SUMMARY
<br />DATE DESCRIPTION
<br />07/29/24 CITY SUBMITTAL
<br />PROJECT MANAGER PATRICK SARVER
<br />CONTACT NUMBER 952-250-2003
<br />DRAWN BY KB, WB, BB
<br />REVIEWED BY PS
<br />PROJECT NUMBER 24259DIGNISUITE SENIOR CARETWIN LAKES ROAD NW, ELK RIVER, MINNESOTA 55330DIGNISUITES DEVELOPMENT, LLC600 INWOOD AVENUE NORTH, #130, OAKDALE, MN 5512844263
<br />Matthew R. Pavek
<br />LICENSE NO.DATE
<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 />07/29/24
<br />
<br />
<br />
<br />civilsitegroup.comOWNERSITE LAYOUT NOTES:
<br />SITE PLAN LEGEND:
<br />TRAFFIC DIRECTIONAL ARROW PAVEMENT
<br />MARKINGS
<br />SIGN AND POST ASSEMBLY. SHOP DRAWINGS
<br />REQUIRED.
<br />HC = ACCESSIBLE SIGN
<br />NP = NO PARKING FIRE LANE
<br />ST = STOP
<br />CP = COMPACT CAR PARKING ONLY
<br />PROPERTY LINE
<br />CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT
<br />GUTTER WHERE APPLICABLE-SEE PLAN
<br />LIGHT DUTY BITUMINOUS PAVEMENT (IF
<br />APPLICABLE). SEE GEOTECHNICAL REPORT
<br />FOR AGGREGATE BASE & WEAR COURSE
<br />DEPTH, SEE DETAIL.
<br />HEAVY DUTY BITUMINOUS PAVEMENT (IF
<br />APPLICABLE). SEE GEOTECHNICAL REPORT
<br />FOR AGGREGATE BASE & WEAR COURSE
<br />DEPTH, SEE DETAIL.
<br />CONSTRUCTION LIMITS
<br />TO
<br />CITY OF ELK RIVER SITE SPECIFIC NOTES:
<br />1. RESERVED FOR CITY SPECIFIC SITE NOTES.
<br />ACCESSIBILITY ROUTE ARROW (IF
<br />APPLICABLE) DO NOT PAINT.
<br />1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166)
<br />FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT
<br />ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
<br />2. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT
<br />NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND
<br />PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED
<br />AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO
<br />OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF
<br />MATERIALS. STAKE LAYOUT FOR APPROVAL.
<br />3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET
<br />OPENING PERMIT.
<br />4. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEOTECHNICAL REPORT PRIOR TO INSTALLATION OF SITE
<br />IMPROVEMENT MATERIALS.
<br />5. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FOR
<br />REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.
<br />6. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE
<br />STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.
<br />7. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF
<br />BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.
<br />8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE
<br />ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT
<br />NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB
<br />RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.
<br />9. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A.
<br />REQUIREMENTS-SEE DETAIL.
<br />10. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC.
<br />WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED
<br />OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.
<br />11. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.
<br />12. ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.
<br />13. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE
<br />IMPROVEMENTS.
<br />14. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.
<br />15. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.
<br />16. ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP.
<br />17. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.
<br />18. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE
<br />LANDSCAPE DOCUMENTS.
<br />19. CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND
<br />SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO
<br />ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB
<br />OR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED.
<br />CONCRETE PAVEMENT (IF APPLICABLE) AS
<br />SPECIFIED (PAD OR WALK) SEE
<br />GEOTECHNICAL REPORT FOR AGGREGATE
<br />BASE & CONCRETE DEPTHS, WITHIN ROW
<br />SEE CITY DETAIL, WITHIN PRIVATE
<br />PROPERTY SEE CSG DETAIL
<br />OPERATIONAL NOTES
<br />SNOW REMOVAL
<br />ALL SNOW SHALL BE STORED ON-SITE OUTSIDE
<br />PARKING LOT. WHEN FULL, REMOVAL CO. SHALL
<br />REMOVE EXCESS OFF-SITE.
<br />TRASH REMOVAL
<br />TRASH SHALL BE PLACED IN EXTERIOR TRASH
<br />AREA AND REMOVED BY COMMERCIAL CO.
<br />WEEKLY.
<br />DELIVERIES
<br />DELIVERIES SHALL OCCUR AT THE FRONT DOOR
<br />VIA STANDARD COMMERCIAL DELIVERY
<br />VEHICLES (UPS, FED-EX, USPS).
<br />REVISION SUMMARY
<br />DATE DESCRIPTION
<br />C2.0
<br />SITE PLAN
<br />0
<br />1" = 30'-0"
<br />30'-0"15'-0"
<br />N
<br />Know what's below.
<br />before you dig.Call
<br />R
<br />OWNER INFORMATION
<br />DIGNISUITES DEVELOPMENT, LLC
<br />600 INWOOD AVENUE N, #130
<br />OAKDALE, MN 55128STUART BESTUL
<br />763-569-4020
<br />SBESTUL@CBSCONSTRUCT.COM
<br />Page 17 of 111
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