HomeMy WebLinkAbout4 - Site Plan
To: Planning Commissioners
From: Justin Fortney, City Planner
Date: November 22, 2021
Item: Site Plan – Jersey Mikes Restaurant 2021-49 – 1217 Vermillion Street
Planning Commission Action Requested
Review the proposal to reconstruct a site for a Jersey Mike’s and make a recommendation to the
City Council.
Background Information
The applicants are proposing reconstruct the property most recently used by Enterprise car
rental, which was constructed as a Taco John’s. They will reconstruct most site improvements.
Comprehensive Plan
The property is guided Commercial within the 2040 Comprehensive Plan.
Zoning
The property is zoned C-3 – Community Regional Commerce. Allowable uses include restaurants,
retail sales and services, etc.
Existing Condition
The existing site is relatively functional, but deteriorated.
Adjacent Zoning and Land Use
The following land uses abut the property:
Direction Use Comp Plan District Zoning District
North Dunkin and Homes Commercial/ Res C-3/ R3 – Med-High Den.
East Homes Residential – Med. Dens. R-2 – Med. Dens.
South House of Wines Commercial C-3
West Hastings Bus Garage Commercial C-3
Planning Commission Memorandum
Site Plan Review
Vehicular Access and Circulation
The existing site works well. The proposal is nearly identical to the existing configuration. One-
way signs are required for entrance/ exits. The drive-thru stacking space should be sufficient.
Building Setbacks
There are no prescribed minimum setbacks within the zoning district, however, proposed
setbacks are reviewed durring site plan review for conformaty with the area. Building setbacks
are existing and have been adiquate.
Required Parking
Parking meets minimum requirements as follows:
Architectural Design
The applicant is proposing a front façade with a great amount of stucco. There will also be some
commercial panneling and metal pannels along the top. Windows are proposed at the storefront
and near the entries.
Landscape Plan
The proposed landscaping meets the requirements based on the following:
The existing perimeter landscaping meets the buffer and tree requirements, along with the
addition of added front trees and many shrubs. There is an existing privacy fence in the rear,
which will be repaired as needed.
Lighting Plan
Lighting locations will be similar to existing with wall pack lighting. Auto controls are required.
Grading, Drainage, Erosion Control and Utility Plan Review
The drainange, grading and errosion control plan is being reviewed by the City Engineering
Department for compliance. The proposed site drainage will be the same as existing.
Recommendation
Approval of the Site Plan is recommended subject to the following conditions:
1. Conformance with the plans submitted with the Planning Commission Staff Report dated
November 22, 2021
Parking
Required Parking Seats Requirement Needed Proposed
Restaurant 26 1 per 3 seats 9 12
2. All disturbed areas on the property shall be protected to eliminate erosion control
problems.
3. Approval of a building permit.
4. Approval is subject to a one-year Sunset Clause; if significant progress is not made towards
the proposal within one year of City Council approval, the approval is null and void.
5. The City Engineering Department must approve the grading, drainage, and erosion control
plan.
6. State right-of-way permits are needed for the proposed entrances.
7. Incorporate final requirements from MNDot’s review.
ATTACHMENTS
• Site Location Map
• Site Picture
• Architectural Elevations
• Site Plan
PARCEL IDENTIFICATION NUMBER
197730004220
NORTH
1217 VERMILLION STREET
SITE ADDRESS
HASTINGS, MN 55033
FIRM MAP NUMBER: 27037C0276F
FLOOD INSURANCE RATE MAP
EFFECTIVE DATE: MARCH 16, 2016
VICINITY MAP
SITE LOCATION
MAP NOT TO SCALE
NOTES
INDEX TO PLAN SHEETS
1
Sheet. No.Sheet Title
TITLE SHEET
GRADING PLAN
SITE PLAN
EXISTING CONDITIONS, AND DEMOLITION PLAN 5
LANDSCAPE PLAN
This plan contains 13 Total sheets
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SITE OVERVIEW
NOT TO SCALE
ZONING
CURRENTLY ZONED: C-3 COMMUNITY REGIONAL COMMERCE
2LEGEND3-4ENGINEER'S NOTES
1.) NO CONSTRUCTION MAY BEGIN UNTIL EROSION AND SEDIMENT CONTROLS ARE IN PLACE AND APPROVED BY THE CITY OF HASTINGS.
2.) NO CONSTRUCTION MAY BEGIN UNTIL A PRECONSTRUCTION MEETING IS HELD WITH THE CITY OF HASTINGS.
3.) PREVAILING SPECIFICATIONS: CITY OF HASTINGS, MN MUTCD, MNDOT SPECIFICATIONS, CEAM SPECIFICATIONS.
4.) NO CHANGES SHALL BE MADE TO APPROVED PLANS WITHOUT WRITTEN CONSENT OF THE CITY OF HASTINGS.
5.) ONLY CITY OF HASTINGS EMPLOYEES ARE PERMITTED TO OPERATE VALVES AND HYDRANTS.
6.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES.
7.) EXISTING "AS-BUILT" INFO IS FROM TOPOGRAPHIC SURVEY.
8.) NO GOPHER ONE CALL WAS MADE FOR THIS SURVEY AND DESIGN.
7
8
10-11
DETAILS 12-13
SITE COMPARISON 6
RETAINING WALL PLAN 9
THESE LINES AND SYMBOLS ARE FOUND IN THIS PLAN SET.
LEGEND
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DENOTES EXISTING CONCRETE SURFACE.
DENOTES PROPERTY LINE
DENOTES EXISTING CONTOUR AND ELEVATION.
DENOTES PROPOSED ADA LOADING AREA
DENOTES PROPOSED ADA PARKING SYMBOL
DENOTES PROPOSED BITUMINOUS SURFACE
DENOTES PROPOSED CONCRETE
DENOTES EXISTING FENCE.
DENOTES PROPOSED INLET PROTECTION
DENOTES PROPOSED TURF AREA
DENOTES EXISTING BITUMINOUS SURFACE.
DENOTES PROPOSED CONTOUR AND ELEVATION.
DENOTES PROPOSED TRAFFIC FLOW DIRECTION
786
DENOTES PROPOSED DECIDUOUS TREE
DENOTES PROPOSED SHRUB
DENOTES LANDSCAPE KEY1CR
DENOTES PROPOSED PERENNIAL
CE:787.92
FL:787.70TBC:787.86
DENOTES EXISTING FLOW LINE ELEVATION
DENOTES EXISTING BITUMINOUS
DENOTES EXISTING CONCRETE ELEVATION
DENOTES PROPOSED CONCRETE ELEVATION
DENOTES PROPOSED TOP BACK OF CURB ELEVATION
DENOTES PROPOSED FLOW LINE ELEVATION
DENOTES EXISTING SANITARY SEWER SERVICE.
DENOTES EXISTING WATER SERVICE.
DENOTES EXISTING CORPORATION VALVE.
DENOTES EXISTING CATCH BASIN.
DENOTES EXISTING LIGHT POLE.
DENOTES EXISTING MANHOLE.
DENOTES EXISTING RETAINING WALL.
DENOTES EXISTING SIGN.
DENOTES EXISTING SHRUB.
DENOTES EXISTING DECIDUOUS TREE.
DENOTES EXISTING POWER POLE.
DENOTES PROPOSED B618 CURB AND GUTTER.
DENOTES PROPOSED MODULAR BLOCK RETAINING WALL.
0.5%DENOTES PROPOSED GROUND SLOPE AND FLOW DIRECTION
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●CONTRACTOR SHALL INSTALL PERIMETER SILT FENCE BEFORE START OF ANY CONSTRUCTION ACTIVITY. SEE DETAIL SHEET(S). TO PREVENT SEDIMENT RUNOFF FROM REACHING THE CURB OR STREET RIGHT OF WAY,PERIMETER DOWNSLOPE SILT FENCE SHALL BE INSTALLED ACROSS ALL PRIVATE LOTS. WHILE STILL VULNERABLE DUE TO EXPOSED SOIL, ROCK CHECK DAMS WILL BE PLACED EVERY 25 FEET ALONG THE CENTERLINE OF EACHDRAINAGE SWALE ON GRADES EXCEEDING 4% TO REDUCE FLOW VELOCITIES THAT CAUSE EROSION.
●TO PREVENT TRACKING OF DIRT ONTO HARD SURFACE STREET RIGHT-OF-WAY, ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AND MAINTAINED UNTIL VEHICLE ENTRANCES ONTO THE SITE ARE NO LONGERREQUIRED AND TOPSOIL IS SCHEDULED TO BE REPLACED. ALL VEHICLE ACCESS TO THIS SITE SHALL USE THE ROCK CONSTRUCTION ENTRANCES. SHOULD THE ROCK CONSTRUCTION ENTRANCES BECOME INEFFECTIVE DUE TOEXCESSIVE SOIL CONTAMINATION, THEY SHALL BE REMOVED AND REPLACED. SEE DETAIL SHEET(S).
●SUFFICIENT TOPSOIL IS TO BE SALVAGED TO PROVIDE COVER AFTER GRADING OPERATIONS. ALL SOIL STOCKPILES AND FINISHED GRADED AREAS ARE TO BE SEEDED IMMEDIATELY IN ORDER TO ESTABLISH VEGETATIONWITH WHEAT OR RYE GRASS @ 100 LB./ACRE DURING CONSTRUCTION. INSTALL AND MAINTAIN APPROVED INLET PROTECTION AT ALL ACTIVE STORM SEWER INLETS. SEE DETAIL SHEET(S). SEDIMENT RUNOFF SHOULD BEMINIMIZED BY RESPONSIBLE SITE EROSION CONTROL. EROSION CONTROL MEASURES MUST BE INSPECTED BY THE CITY BEFORE ANY GRADING ACTIVITY BEGINS. TO PREVENT SILT AND SEDIMENT FROM ENTERING THE STORMSEWER SYSTEM, A FILTER BAG INSERT, SEDIMENT CONTROL INLET HAT, ROCK LOG RING OR OTHER DEVICE APPROVED BY THE CITY, SHALL BE INSTALLED AT THE INLET.
●ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED AS SOON AS POSSIBLE. AREAS THAT HAVE BEEN DISTURBED OR AT FINISH GRADE, BUT HAVE NO ACTIVE WORK, SHALL BE SEEDED AND MULCHED ORSODDED WITHIN 14 DAYS, EXCEPT ON SLOPES STEEPER THAN 4H:1V. STEEPER SLOPES SHALL BE SEEDED AND COVERED WITH AN EROSION CONTROL BLANKET OR SEEDED AND MULCHED WITH A TACKIFYING AGENT OR SODDED.AS SOON AS POSSIBLE AFTER GRADING OPERATIONS HAVE BEEN COMPLETED, TOPSOIL SHALL BE SPREAD AND THE ENTIRE SITE SHALL BE VEGETATED. FINAL SITE STABILIZATION SHALL BE EVIDENT WHEN SEEDED GRASS ISPRESENT ON ALL EXPOSED GRADING AREAS AND HAS GROWN TO A LENGTH OF 6 INCHES AND THERE ARE NO SIGNS OF ONGOING EROSION. IF SOD IS PLACED IN-LIEU OF SEED, IT SHALL BE WATERED AND MAINTAINED AND SHOWNO SIGNS OF STRESS FOR AT LEAST 30 DAYS. THE CITY SHALL APPROVE FINAL SITE STABILIZATION.
●A CONCRETE WASHOUT AREA IS REQUIRED FOR ALL CONCRETE CONSTRUCTION. THE WASHOUT SYSTEM CAN BE A PORTABLE UNIT PROVIDED BY THE CONCRETE SUPPLIER OR AN IN-GROUND SYSTEM CONSTRUCTED BY THECONTRACTOR. ONE ACCEPTABLE METHOD OF CREATING AN IN-GROUND WASHOUT PIT WOULD BE TO EXCAVATE A 3 FOOT DEEP AREA (MIN. 3' WIDTH X VARIABLE LENGTH AS NEEDED), LINED WITH 10 MIL. PLASTIC AND PERIMETERANCHORED WITH SAND BAGS OR AGGREGATE. IF THE LINING BECOMES DAMAGED (PUNCTURED OR RIPPED), THE WASHOUT SHALL NOT BE USED UNTIL THE LINING IS REPAIRED. CONCRETE POURS SHALL NOT BE CONDUCTEDDURING OR BEFORE AN ANTICIPATED STORM EVENT. CONCRETE WASTES SHALL BE ALLOWED TO HARDEN, BROKEN UP, THEN DISPOSED OF ACCORDING TO LOCAL ORDINANCE. THIS WASHOUT PIT SHALL BE LOCATED AWAY FROMALL STEEP SLOPES AND DRAINAGE INLETS.
●A NPDES STORM WATER PERMIT FOR CONSTRUCTION IS NOT REQUIRED FOR THIS PROJECT.
EROSION CONTROL NOTES
●ALL ASPHALT TO REMAIN SHALL BE SAW CUT AT LIMITS OF REMOVAL.
●LOCATE AND PROTECT ALL UTILITY LINES PRIOR TO AND DURING DEMOLITION AND GRADING OPERATIONS. UTILITY LOCATIONS SHOWN ARE BASED ON BEST AVAILABLE INFORMATION AND ARE NOT GUARANTEED.
DEMOLITION NOTES
GRADING NOTES
●BEFORE CONSTRUCTION BEGINS, SILT FENCE SHALL BE INSTALLED ALONG THE DOWN SLOPE SIDE OF THIS PROJECT AREA AND SHALL BE MAINTAINED AND REMAIN IN-PLACE UNTIL THE ENTIRE SITE IS STABILIZED.
●ALL SLOPES OF 3:1 OR GREATER SHALL HAVE AN EROSION CONTROL BLANKET INSTALLED AS SOON AS GRADING OPERATIONS HAVE BEEN COMPLETED. EROSION CONTROL BLANKET SHALL BE MNDOT CATEGORY 4P(MNDOT
SPECS 3885 & 2575. SEE DETAIL SHEET(S).
●AS SOON AS POSSIBLE AFTER GRADING OPERATIONS HAVE BEEN COMPLETED, TOPSOIL SHALL BE SPREAD AND THE ENTIRE SITE SHALL BE SEEDED AND MULCHED AS SOON AS PRACTICABLE TO MINIMIZE EROSION. FINAL SITE
STABILIZATION SHALL BE EVIDENT WHEN SEEDED GRASS IS PRESENT ON ALL EXPOSED GRADING AREAS AND HAS GROWN TO A LENGTH OF 6 INCHES AND THERE ARE NO SIGNS OF ONGOING EROSION. IF SOD IS PLACED IN-LIEU
OF SEED, IT SHALL BE WATERED AND MAINTAINED AND SHOW NO SIGNS OF STRESS FOR AT LEAST 30 DAYS. THE SEED MIXTURE SHALL BE "CUSTOM LOWGROW", WITH EQUAL PARTS CELESTIAL CREEPING RED FESCUE, SHADOW IIICHEWING FESCUE, ECOSTAR HARD FESCUE, MARCO POLO SHEEP FESCUE, AND RELIANT HARD FESCUE.
●BUILDING DIMENSIONS MUST BE VERIFIED WITH ARCHITECTURAL DRAWINGS. IN THE EVENT OF A DISCREPANCY ARCHITECTURAL DIMENSIONS SHALL BE USED.
●TURF ESTABLISHMENT BY CLIENT WITH CUSTOM LOW GROWTH SEED MIX.
●GRASS AREAS IN THE PARKING LOT SHALL HAVE A MINIMUM OF 12" OF TOPSOIL.
SITE PLAN NOTES
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UTILITY NOTES
LANDSCAPE NOTES
ALL LANDSCAPING SHALL FOLLOW CITY OF HASTINGS ZONING CODE 155.53 .
ALL STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" SHALL BE USED AS THE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS.
PLANT ESTABLISHMENT PERIOD (PEP) IS 12 MONTHS FROM THE TIME OF ACCEPTANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL MAINTENANCE DURING THIS TIME, AND SHALL REPLACE ALLDEAD MATERIAL DURING PEP.
ALL PLANT MATERIAL SHALL BE BALLED AND BURLAPPED, OR CONTAINER GROWN.
ALL PLANT MATERIAL SHALL BE HEALTHY, FREE OF DISEASE AND PEST.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING ALL PLANT MATERIALS AND LAWN DURING PEP. THIS INCLUDES WATERING, MULCHING, SPRAYING, OR FERTILIZING ALL LAWN AND PLANT MATERIALS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THIS PLAN BEFORE PRICING THIS PLAN.
ONLY THE OWNER MAY SUBSTITUTE ANY SPECIES OR QUANTITIES SHOWN ON THIS PLAN.
ALL PLANT MATERIALS ARE SUBJECT TO THE APPROVAL OF THE OWNER BEFORE, DURING, AND AFTER PLANTING.
THE CONTRACTOR SHALL AVOID ALL UNDERGROUND UTILITIES. THE UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED PRIOR TO ANY PLANTINGS.
LANDSCAPE BED SHALL HAVE A MINIMUM 6" DEPTH OF WOOD MULCH, OR WASHED LANDSCAPING ROCK. THE ENTIRE PERIMETER OF THE BED SHALL HAVE 6" TALL EDGING INSTALLED.
ALL PLANTINGS ARE SHOWN AT MATURE SPREAD.
THE CONTRACTOR SHALL COORDINATE ALL EXISTING UTILITY DISCONNECTS WITH THE UTILITY PROVIDERS..
EXISTING SERVICES SHALL BE USED FOR NEW BUILDING.
23.02'
41.90'
53.61'
42.08'
18.11'
25.85'
53.70'
18.08'
49.34'
ITEM DESCRIPTION UNITS
1 INLET PROTECTION EA 1
BMP LIST
TOTAL ESTIMATED QUANTITY
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EXISTING BUILDING SHALL BE DEMOLISHED
INSTALL INLETPROTECTION
EXISTING CURB AND GUTTER TO REMAIN
EXISTING CURB AND GUTTER TO REMAIN
EXISTING SURFACES
BITUMINOUS......................................8,516 S.F.
CONCRETE...........................................926 S.F.
BUILDING............................................1,614 S.F.CONCRETE CURB AND GUTTER........361 S.F.TOTAL IMPERVIOUS SURFACES...11,417 S.F.TOTAL GREEN SPACE......................1,693 S.F.
TOTAL LOT AREA.............................13,110 S.F.
REMOVE ALL CONCRETE.
REMOVE BITUMINOUS PAVEMENT AFTER BUILDING CONSTRUCTION .
KEYNOTES:
DISCONNECT ALL UTILITIES.
NORTH
TRASH ENCLOSURE BLOCK WALL SHALL REMAIN.
REMOVE RETAINING WALL AND ALL LANDSCAPING.
REMOVE CURB AND GUTTER.
REMOVE CONCRETE RETAINING WALL AND CURB AND GUTTER.
64.00
2
5
.
0
0
41.9612.549.50
2
5
.
0
0
23.91'
16.05'
47.04'
52.39'
26.81'
52.45'
47.44'
16.15'
23.02'
41.90'
53.61'
42.08'
18.11'
25.85'
53.70'
18.08'
49.34'
3.
0
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PROPOSED 1,637 S.F. BUILDINGSEE ARCHITECTURAL PLANS FORDIMENSIONS AND DETAILS.
EXISTING 1,511 S.F. BUILDING
22.00'
19.48'19.27'
6.50'6.50'
9.00'
15.32'
9.00'
15.85'
9.00'
9.00'
R3.67
A3.34
22.45'
22.01'
7.28
64.00
2
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41.9612.549.50
2
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0
0
12.50
3
1
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5
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1
8
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0
0
18.00
2
0
.
1
9
A11.75
R7.50
A10.81
R7.5276.99
23.91'
16.05'
A1.38R5.00
12.06 67.58
47.04'
52.39'
26.81'
52.45'
47.44'
16.15'
3.
0
3.68'
18.68
92.74
12.49
9
.
3
4
40
.
8
7
15.18
16.97'
3.55'
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PROPOSED 1,637 S.F. BUILDINGSEE ARCHITECTURAL PLANS FORDIMENSIONS AND DETAILS.
SITE PLAN NOTES
ALL RADII AND PAVEMENT LENGTHS ARE TO THE EDGE OF BITUMINOUS ,
OR FLOW LINE OF CURB AND GUTTER UNLESS OTHERWISE NOTED.
STANDARD STALL DIMENSIONS ARE 9' WIDE BY 18' LONG.
ALL STALL SIZES SHALL COMPLY WITH CITY OF HASTINGS CODE 155.09(B)
PAINT STRIPES SHALL BE 4" WIDE PAINTED WHITE
PROPOSED SURFACES
BITUMINOUS.....................................7,875 S.F.
CONCRETE...........................................956 S.F.
BUILDING............................................1,637 S.F.
CONCRETE CURB AND GUTTER........603 S.F.
TOTAL IMPERVIOUS SURFACES...11,071 S.F.
TOTAL GREEN SPACE......................2,039 S.F.
TOTAL LOT AREA.............................13,110 S.F.
PROPOSED PATIO - SEE SECTION ON SHEET 13.
PROPOSED BITUMINOUS PAVEMENT - SEE SECTION ON SHEET 13.
PROPOSED NO EXIT SIGN.
KEYNOTES:
PROPOSED B618 REJECT CURB AND GUTTER - SEE SECTION ON SHEET 13.
PROPOSED NO ENTRY SIGN.
TRANSITION FROM B618 REJECT CURB AND GUTTER TO THICKENED EDGE
THICKENED EDGE SIDEWALK - SEE DETAIL ON SHEET 13.
PROPOSED ORDER BOARD.
CONNECT TO EXISTING WATER AND SEWER SERVICE.
CURB TAPER- SEE SECTION ON SHEET 13.
PROPOSED 19 L.F. B618 CURB AND GUTTER - SEE SECTION ON SHEET 13.
PROPOSED 92.74 L.F. B618 CURB AND GUTTER KEYED INTO 8" RETAINING WALL - SEE DETAILS ON SHEET .
788788
78
6
78
7
786
78
7
7
8
7
787
787
787
0.5
%
2.3%
1.3%
0.4%
1.
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%
M
A
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2
.
0
0
%
1.
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%
1.
0
%
0
.
5
%
4.
1
%
3.
8
%
2.9%
3.
9
%
1.
0
%
4.
4
%
2.
4
%
1.0%
3.
8
%
2.0%
1.0%
1.0%
2.5%
FL:785.41
BIT:787.18
BIT:787.18
FL:785.51
FL:785.77
BIT:785.87
FL: 786.56TBC:787.06
BIT:786.11
TBC:785.91
FL:785.73TBC:786.23
TBC:786.53FL:786.03
CE:787.24
CE:787.24
TBC:786.14
BIT:786.95BIT:787.38
CE:787.24
CE:787.24
CE:787.24
TBC:787.04
TBC:786.01
CE:787.18
BIT:786.87
BIT:786.62
TBC:786.81
TBC:786.75
TBC:786.89
TBC:786.72 TBC:787.10
TBC:787.04
TBC:787.18
TBC:787.08
TBC:787.10
FL: 785.64
CE:787.18
CE:787.18
FL:786.54
BIT:787.18
TBC:786.27
FL:786.31
FL:786.25
FL:786.39
FL:786.22 FL:786.60
FL:786.54
FL:786.68
FL:786.58
FL:786.60
BIT:785.97FF:787.24
FL:785.40TBC:785.40
CE:786.78
CE:787.11
CE:787.11
CE:787.11
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786
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RETAINING WALL SECTION
#4 RE-BAR 16" ON CENTER
#5 RE-BAR 16" ON CENTER
#4 RE-BAR
LONGITUDINALLY
AS SHOWN 8"
24"
12
12"
TOP OF WALL (TW) ELEVATION
BOTTOM OF WALL (BW) ELEVATION
RE-BAR SHALL HAVE A MINIMUM
CONCRETE COVER OF 2".
KEY SHALL BE A MINIMUM OF 3" DEEP.
2"2"2"
CURB KEYED INTO WALL
SEE CURB
DETAIL
TOP OF WALL (TW) ELEVATION
TOP BACK OF CURB (TBC) ELEVATION
FLOW LINE (FL) ELEVATION
BW:783.00TW:784.27 BW:783.00TW:784.78
BW:783.00TW:784.88
BW:783.00TW:785.01 BW:783.00TW:785.10
BW:783.00TW:785.14
0+60.35TBC:786.14FL:785.64
0+81.50TBC:786.23FL:785.73 END WALL0+92.74TBC:786.27FL:785.77
BEGIN WALL 0+00TBC:785.40FL:785.40
0+03TBC:785.91FL:785.41
0+26.70TBC:786.01FL:785.51
EXPOSED WALL HEIGHT VARIABLE
BOTTOM OF WALL (BW) ELEVATION
NORTH PARKING LOT
PAVEMENT SURFACE
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Malus 'Velvetcole'
BOTANICAL NAME COMMON NAMEKEYQTY SIZE
TREE SCHEDULE
Velvet Pillar Crabapple1MV
BOTANICAL NAME COMMON NAMEKEYQTY SIZE
SHRUB AND PERENNIAL SCHEDULE
#52Cornus sericea 'Cardinal'Cardinal DogwoodCR
MIN. 1 1/2" caliper
VELVET PILLAR CRABAPPLE
CARDINAL DOGWOOD
#13Spiraea 'Goldmound'Goldmound SpiraeaSG
#110Stella d' oro Heremerocallis Daylily - assorted varietySH
#13Juniperus chinensis 'Maney'Many JuniperMJ
LITTLE MISS KIM LILAC
#12Syringa patula 'Miss Kim'Little Miss Kim Dwarf LilacMK
#12Diervilla lonicera Dwarf Bush HoneysuckleDB
MJ1SG5
SG5 MJ1
MJ1
SG3DB2
MK1
CR2
MK
1
1
MV
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ROOT FLARE
CONTAINER STOCK PLANTING DETAIL
GROUND ELEVATION
MULCH
DWARF BUSH HONEYSUCKLE
MANEY JUNIPER
KEY NOTES:SCARIFY BOTTOM AND SIDES OF THE HOLE.
REMOVE CONTAINER AND SCORE OUTSIDE WALL OF SOIL MASS.
SET PLANT ON UNDISTURBED NATIVE SOIL, OR COMPACTED BACKFILL SOIL.INSTALL PLANT SO THAT THE ROOT FLARE IS AT OR UP TO 2" ABOVE FINISHED GRADE.
BACKFILL TO ±12" OF THE ROOT BALL, THEN WATER PLANT.
REMOVE THE TOP 1/3 OF THE BURLAP FROM THE ROOT BALL.
PLUMB AND BACKFILL WITH BACKFILL SOIL.
WATER TO FILL VOIDS AND SETTLE PLANT.
WATER THOROUGHLY WITHIN 2 HOURS OF PLANTING.
PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE.
ROOT FLARE
BALLED AND BURLAPPED TREE PLANTING AND STAKING DETAIL
GROUND ELEVATION
MULCH
7' ROLLED STEEL POST
(MN/DOT 3403 OR
APPROVED EQUAL)
NOTES:SCARIFY BOTTOM AND SIDES OF THE HOLE.
SET PLANT ON UNDISTURBED NATIVE SOIL, ORCOMPACTED BACKFILL SOIL.
INSTALL PLANT SO THAT THE ROOT FLARE IS AT OR UP TO2" ABOVE FINISHED GRADE.
BACKFILL TO ±12" OF THE ROOTBALL, THEN WATER PLANT.REMOVE THE TOP 1/3 OF THE BURLAP FROM THEROOTBALL.
PLUMB AND BACKFILL WITH BACKFILL SOIL.
WATER TO FILL VOIDS AND SETTLE PLANT.
WATER THOROUGHLY WITHIN 2 HOURS OF PLANTING.
PLACE MULCH WITHIN 48 HOURS OF THE SECONDWATERING UNLESS SOIL MOISTURE IS EXCESSIVE.
ONLY TREES THAT CANNOT MAINTAINE A PLUMBCONDITION WILL BE REQUIRED TO BE STAKED.
REMOVE STAKES AFTER PEP HAS ENDED.
16" LONG POLYPROPYLENE ORPOLYETHYLENE 40 MIL., 1.5"
WIDE STRAP ATTACHED WITH
10 ga. WIRE.RUBBER HOSE WILLNOT BE APPROVED.
PRELIMI
N
A
R
Y
NOT FOR
CONSTR
U
C
T
I
O
N
PRELIMI
N
A
R
Y
NOT FOR
CONSTR
U
C
T
I
O
N