|
LA
<br />B
<br />O
<br />R
<br />E
<br />
<br />R
<br />O
<br />A
<br />D
<br />(C
<br />.
<br />S
<br />.
<br />A
<br />.
<br />H
<br />.
<br />
<br />N
<br />O
<br />.
<br />
<br />1
<br />0
<br />8
<br />)
<br />(A
<br />
<br />P
<br />u
<br />b
<br />l
<br />i
<br />c
<br />
<br />R
<br />/
<br />W
<br />)
<br />(W
<br />i
<br />d
<br />t
<br />h
<br />
<br />V
<br />a
<br />r
<br />i
<br />e
<br />s
<br />)
<br />COUNTY ROAD E EAST
<br />(C.S.A.H. NO. 15)
<br />(A Public R/W)
<br />Storm Inlet
<br />Storm Inlet
<br />Bituminous
<br />Parking Lot
<br />Chain Across
<br />Drive Apron
<br />Ac
<br />c
<br />e
<br />s
<br />s
<br />Bituminous
<br />Parking Lot
<br />Sand
<br />Mulch
<br />Mulch
<br />Mulch
<br />Mulch
<br />Concrete
<br />Concrete
<br />Concrete
<br />Concrete
<br />Walkway Concrete
<br />Concrete Walkway
<br />Concrete
<br />Steps
<br />Chain Link Fence
<br />Chain Link Fence
<br />Chain Link Fence
<br />Chain Link Fence
<br />Chain Link Fence
<br />Wood Fence
<br />Railing
<br />Wood Fence
<br />Ke
<br />y
<br />s
<br />t
<br />o
<br />n
<br />e
<br />
<br />R
<br />e
<br />t
<br />a
<br />i
<br />n
<br />i
<br />n
<br />g
<br />
<br />W
<br />a
<br />l
<br />l
<br />Keystone
<br />Retaining WallKeystone Retaining Wall
<br />Wood
<br />Retaining Wall
<br />Wood
<br />Retaining Wall
<br />Keystone
<br />Retaining Wall
<br />Keystone
<br />Retaining Wall
<br />Wood Wall
<br />Boulder Retaining Wall
<br />Wood Fence
<br />Wood
<br />Retaining Wall
<br />DeckWood Steps
<br />Deck Above
<br />Deck Railing
<br />Visible Foundation Line
<br />Building Line
<br />2 Story Lap Sided Building
<br />Foundation Area = 9,312 +/- Sq. Ft.
<br />PID: 283022440006
<br />Address: 1201 County Road E East
<br />Shed
<br />Shed
<br />Ov
<br />e
<br />r
<br />h
<br />a
<br />n
<br />g
<br />Overhang
<br />Overhang
<br />Owner: Bradley Jonas & Kelly Jonas
<br />15" RCP
<br />15" RCP
<br />Bird House
<br />Basketball Hoop Swing Set
<br />N89°48'53"E 398.27
<br />S0
<br />1
<br />°
<br />5
<br />9
<br />'
<br />4
<br />9
<br />"
<br />E
<br />
<br />3
<br />1
<br />0
<br />.
<br />4
<br />5
<br />S89°49'11"W 436.44
<br />N0
<br />5
<br />°
<br />0
<br />2
<br />'
<br />1
<br />1
<br />"
<br />E
<br />
<br />3
<br />1
<br />1
<br />.
<br />5
<br />5
<br />13.9
<br />14
<br />.
<br />1
<br />1
<br />4
<br />.
<br />7
<br />14.0
<br />1
<br />4
<br />.
<br />1
<br />13
<br />.
<br />8
<br />5.
<br />6 6.017.3
<br />18
<br />.
<br />2
<br />0.6
<br />15
<br />.
<br />5
<br />43.3
<br />41
<br />.
<br />7
<br />25.4
<br />19
<br />.
<br />6
<br />23
<br />.
<br />9
<br />4.6
<br />64.4
<br />0.
<br />5
<br />32.5
<br />0.
<br />5
<br />38.2
<br />51
<br />.
<br />8
<br />19.3
<br />5.5
<br />5.
<br />9
<br />10
<br />.
<br />0
<br />10.0
<br />Found 1/2 Inch
<br />Pinched Iron Pipe
<br />Found 1/2 Inch
<br />Pinched Iron Pipe
<br />Fo
<br />u
<br />n
<br />d
<br />
<br />R
<br />a
<br />i
<br />l
<br />r
<br />o
<br />a
<br />d
<br />
<br />S
<br />p
<br />i
<br />k
<br />e
<br />Wat. Serv.
<br />(Per Rec.)
<br />12
<br />"
<br />
<br />R
<br />C
<br />P
<br />12"
<br />R
<br />C
<br />P
<br />1
<br />5
<br />"
<br />
<br />R
<br />C
<br />P
<br />(P
<br />e
<br />r
<br />
<br />R
<br />e
<br />c
<br />.
<br />)
<br />Chain Link Fence
<br />Play Equipment
<br />Play Equipment
<br />Overhang
<br />[A] Street, Ped Ramp,
<br />and Utilities Cross
<br />Through Subject Property
<br />15" RCP (Per Rec.)15" RCP (Per Rec.)
<br />8"
<br />
<br />P
<br />V
<br />C
<br />
<br />(
<br />P
<br />e
<br />r
<br />
<br />R
<br />e
<br />c
<br />.
<br />)
<br />12
<br />"
<br />
<br />D
<br />I
<br />P
<br />
<br />(
<br />P
<br />e
<br />r
<br />
<br />R
<br />e
<br />c
<br />.
<br />)
<br />W/DW/D
<br />UP
<br />D
<br />E
<br />1
<br />1212 SF
<br />CLASSROOM #1
<br />107
<br />1212 SF
<br />CLASSROOM #2
<br />112
<br />281 SF
<br />OFFICE
<br />113
<br />170 SF
<br />HOME ECO.
<br />114
<br />166 SF
<br />STORAGE
<br />115
<br />CORRIDOR
<br />118
<br />2
<br />A410
<br />1
<br />A410
<br />118E
<br />116 117
<br />112A107A
<br />115A
<br />119A
<br />119B
<br />113A 113B
<br />118C 118D
<br />118A
<br />118B
<br />A6001
<br />A6009
<br />1
<br />A420
<br />2
<br />A420
<br />3
<br />A420
<br />49 SF
<br />RR
<br />116
<br />49 SF
<br />RR
<br />117
<br />115B
<br />A601
<br />3
<br />114A 114B
<br />JANITOR
<br />118C
<br />MECHANICAL
<br />118D
<br />O12
<br />J6 J6
<br />G6O12O12
<br />O12
<br />K6 K6
<br />107B
<br />1" / 12"
<br />W3 W3
<br />W1 W1 W1
<br />W3 W3
<br />W4
<br />W4
<br />W4
<br />W4
<br />W4
<br />W4
<br />A4301
<br />A6401A5003 H4 H4 H4 H4
<br />A4302
<br />H4
<br />112B
<br />NO
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />711
<br />12
<br />7
<br />15
<br />NO
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />4.0
<br />7.
<br />3
<br />4.
<br />0
<br />7.3
<br />80.4
<br />79.4
<br />99
<br />.
<br />6
<br />4.
<br />5
<br />11
<br />20
<br />.
<br />0
<br />9.0
<br />22
<br />.
<br />0
<br />22.0
<br />22
<br />.
<br />0
<br />22.0
<br />27
<br />.
<br />0
<br />22.2
<br />NO
<br />PARKING
<br />4.5
<br />PARKING COUNT
<br />EX: 45 STALLS
<br />PR: 63 STALLS
<br />INCL. (3 HC)
<br />EXPAND EXISTING MEDIUM DUTY
<br />PAVEMENT
<br />MATCH EXISTING SECTION &
<br />DRAINAGE PATTERN
<br />MILL AND OVERLAY
<br />FIELD ADJUST FINAL GRADES W/
<br />MILL AND OVERLAY, SEE GRADING
<br />PLAN
<br />FULL PAVEMENT RECONSTRUCTION
<br />FOR ACCESSIBLE STALLS, MATCH
<br />EXISTING SECTION, SEE GRADING
<br />PLAN FOR SPOT ELEVATIONS
<br />REQUIRED
<br />CONCRETE SIDEWALK, TYP.
<br />CONCRETE PATIO, TYP.
<br />CONCRETE STEPS AND
<br />HANDRAIL, SEE
<br />GRADING PLAN
<br />PAVEMENT
<br />STRIPING, TYP.
<br />MATCH EXISTING
<br />MONOLITHIC CURB
<br />CURB TAPER
<br />RIBBON CURB, TYP.
<br />TERMINATE CURB
<br />CONSTRUCTION
<br />LIMITS, TYP.
<br />DOWNSPOUT CONCRETE TRENCH DRAIN IN
<br />PATIO W/ SOLID OR GRATED PVC COVER
<br />SLOPE TRENCH @ MIN. 2%
<br />ALT: NDS PRO 8" LIGHT TRAFFIC CHANNEL
<br />DRAIN
<br />COORD. FINAL DOWNSPOUT LOCATION W/
<br />ARCH.
<br />14
<br />3
<br />.
<br />1
<br />15.0
<br />6.
<br />0
<br />ACCESSIBLE ROUTE
<br />ARROW. DO NOT
<br />PAINT, FOR CODE
<br />REVIEW ONLY, TYP.
<br />4.5
<br />4.5
<br />FIELD ADJUST GRADES AROUND
<br />EXISTING KEYSTONE RETAINING
<br />WALL
<br />ACCESSIBLE PARKING STALL AND
<br />ACCESS AISLE SIGNAGE, TYP.
<br />25.0
<br />11
<br />.
<br />4
<br />CONCRETE GENERATOR PAD
<br />COMPACTED GRAVEL SIDEWALK,
<br />TYP.
<br />4.
<br />0
<br />4.0
<br />FENCE AND GATE
<br />4
<br />.
<br />0
<br />CONCRETE SIDEWALK, TYP.
<br />50' SETBACK
<br />50
<br />'
<br />
<br />S
<br />E
<br />T
<br />B
<br />A
<br />C
<br />K
<br />50' SETBACK
<br />50
<br />'
<br />
<br />S
<br />E
<br />T
<br />B
<br />A
<br />C
<br />K
<br />4.
<br />0
<br />4.0
<br />4
<br />.
<br />5
<br />R16.5
<br />R17.5 R21
<br />.
<br />0
<br />R13.0
<br />3.
<br />3
<br />7.8
<br />22.4
<br />33
<br />.
<br />2
<br />STORAGE SHED
<br />civilsitegroup.com
<br />COPYRIGHT CIVIL SITE GROUP INC.c
<br />PR
<br />O
<br />J
<br />E
<br />C
<br />T
<br />2023
<br />ISSUE/SUBMITTAL SUMMARY
<br />DATE DESCRIPTION
<br />4/12/2024 PERMIT SET
<br />DRAWN BY RL, RB, KB, MD
<br />REVIEWED BY RL, RB
<br />PROJECT MANAGER RL
<br />PROJECT NUMBER 24058
<br />MO
<br />N
<br />T
<br />E
<br />S
<br />S
<br />O
<br />R
<br />I
<br />
<br />S
<br />C
<br />H
<br />O
<br />O
<br />L
<br />
<br />A
<br />D
<br />D
<br />I
<br />T
<br />I
<br />O
<br />N
<br />12
<br />0
<br />1
<br />
<br />C
<br />O
<br />U
<br />N
<br />T
<br />Y
<br />
<br />R
<br />O
<br />A
<br />D
<br />
<br />E
<br />
<br />E
<br />A
<br />S
<br />T
<br />,
<br />
<br />G
<br />E
<br />M
<br />
<br />L
<br />A
<br />K
<br />E
<br />,
<br />
<br />M
<br />N
<br />
<br />5
<br />5
<br />1
<br />1
<br />0
<br />WH
<br />I
<br />T
<br />E
<br />
<br />B
<br />E
<br />A
<br />R
<br />
<br />M
<br />O
<br />N
<br />T
<br />E
<br />S
<br />S
<br />O
<br />R
<br />I
<br />
<br />S
<br />C
<br />H
<br />O
<br />O
<br />L
<br />12
<br />0
<br />1
<br />
<br />C
<br />O
<br />U
<br />N
<br />T
<br />Y
<br />
<br />R
<br />O
<br />A
<br />D
<br />
<br />E
<br />
<br />E
<br />A
<br />S
<br />T
<br />,
<br />
<br />G
<br />E
<br />M
<br />
<br />L
<br />A
<br />K
<br />E
<br />,
<br />
<br />M
<br />N
<br />
<br />5
<br />5
<br />1
<br />1
<br />0
<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 />59612
<br />Robert A. Latta
<br />04/12/24
<br />SITE 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. MATCH
<br />EXISTING PAVEMENT SECTION
<br />CONSTRUCTION LIMITS
<br />TOCITY OF GEM LAKE 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"
<br />(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE
<br />CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING
<br />CONSTRUCTION AT NO COST TO THE OWNER.
<br />2. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING
<br />CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED
<br />PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS
<br />RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED
<br />AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE
<br />CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE
<br />APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS.
<br />STAKE LAYOUT FOR APPROVAL.
<br />3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A
<br />RIGHT-OF-WAY AND STREET OPENING PERMIT.
<br />4. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR
<br />TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.
<br />5. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE
<br />BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO
<br />INSTALLATION OF FOOTING MATERIALS.
<br />6. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS
<br />ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND
<br />APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.
<br />7. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF
<br />CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS
<br />SHOWN ON THE DRAWINGS.
<br />8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND
<br />APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL
<br />PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING,
<br />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
<br />NOT PREVIOUSLY APPROVED.
<br />9. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN
<br />ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL.
<br />10. 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. ALL OTHER
<br />PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA
<br />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
<br />DIMENSIONS PRIOR TO SITE 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
<br />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
<br />PAVEMENT SECTIONS.
<br />18. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION
<br />FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.
<br />19. CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN.
<br />CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS.
<br />CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR
<br />SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLE
<br />FOR ANY CURB 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 />REVISION SUMMARY
<br />DATE DESCRIPTION
<br />4/23/2024 ADDENDUM #1
<br />5/10/2024 ADDENDUM #3
<br />7/25/2024 EMERGENCY EGRESS PATH
<br />8/8/2024 PATH REVISION
<br />C2.0
<br />SITE PLAN
<br />0
<br />1" = 20'-0"
<br />20'-0"10'-0"
<br />N
<br />Know what's below.
<br />before you dig.Call
<br />R
<br />OWNER INFORMATION
<br />WHITE BEAR MONTESSORI SCHOOL
<br />1201 COUNTY ROAD E EAST
<br />GEM LAKE MN, 55110
<br />MARNIE MCPHERSON
<br />651-429-3710
<br />MARNIE@WBMS.ORG
<br />5
<br />5
|