Project Name: HALCYON - Lake Elmo, Minnesota · Project No.: Sheet Title: Quality Control: ......

Date

of the State of Minnesota.I am a duly Licensed Landscape Architect under the lawsprepared by me or under my direct supervision and thatI hereby certify that this plan, specification or report was

License No.

14530 C0-1 COVER SHEET.DWG /Cover

03/04/15 Revised City Submittal05/14/15 Watershed Submittal06/17/15 Final City Submittal

Sheet No.:

Project No.:

Sheet Title:

Quality Control:

Checked By:

Project Lead: Drawn By:

Review Date:

Professional Signature:

by the Consultant. With the Consultant's approval, others

Consultant from any & all responsibilities, claims, and liabilities.deletions and that party shall hold harmless and indemnify theat the full risk of that party making such revisions, additions or

revisions, additions, or deletions to these CADD files shall be madefiles for information and reference only. All intentional or unintentional

may be permitted to obtain copies of the CADD drawing

or for completion of this project by others without written approvalshall not be used on other projects, for additions to this project,

for use solely with respect to this project. These CADD filesare instruments of the Consultant professional servicesCADD files prepared by the Consultant for this project

CADD Qualification:

Professional Services:

Project Name:

Owner/Developer:

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Landscape Architecture EnvironmentalPlanning Civil Engineering Land Surveying

2015

7200 Hemlock Lane - Suite 300Maple Grove, MN 55369

Telephone: (763) 424-5505www.LoucksAssociates.com

halcyoncemetery.com

1870 Rice St.Roseville, MN 55113

[email protected]

C0-1

GAJ

WS 06/17/15

DESIGN CONSULTANTS

EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN

LAKE ELMO, MINNESOTA

SHEET INDEX

VICINITY MAP

HALCYON

ST. PAUL, MINNESOTA 55101

LANDSCAPE ARCHITECTLOUCKS ASSOCIATES365 E. KELLOGG BLVD.

TEL: 763-496-6784BILL SANDERS

THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THESTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACEWIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED

THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002

MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.

OWNER.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL

WARNING:

AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND

ST. PAUL, MINNESOTA 55101

CIVIL ENGINEERLOUCKS ASSOCIATES365 E. KELLOGG BLVD.

TEL: 763-496-6720VICKI VANDELL

PLANS FOR:CEMETERY BURIAL LOCATIONS, PARKING, GRADING &

DRAINAGE, UTILITIES AND LANDSCAPE

PROPOSEDSITE LOCATION

William D. Sanders

Sheet No.:

Project No.:

Sheet Title:

Quality Control:

Checked By:


Review Date:








CADD Qualification:


Project Name:

Owner/Developer:

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Vicinity Map:

Revisions:


2015



Lake Elmo, Minnesota

1870 Rice StreetRoseville, MN 55113

Revisions:

S14530-MASTER.DWG/PREPLAT

02-27-15 Drawing Issued

Sheet 1 of 1

RLL SFH

N

Richard L. Licht - PLS

26724License No. Date

I hereby certify that this survey, plan or report wasprepared by me or under my direct supervision and that

I am a duly Licensed Land Surveyor under the lawsof the State of Minnesota.

Vicinity Map:

February 27, 2015

PRELIMINARY PLAT GENERAL NOTES

SURVEYOR: OWNER/DEVELOPER:Loucks Associates, Inc. GLCJ Properties, LLC7200 Hemlock Lane, Suite 300 1870 Rice StreetMaple Grove, MN 55330 Roseville, MN 55113763-424-5505 651-308-2999

LEGAL DESCRIPTION:The South 660 feet of the West 660 feet of the Southwest Quarter of the Southwest Quarter, Section 1,Township 29 North, Range 21 West, Washington County, Minnesota.

DATE OF PREPARATION:February 27, 2015

BENCHMARK:Top nut of hydrant located at the northeast corner of Lake Elmo Avenue and 50th Street North asshown. Elev. = 933.90 (NAVD88)

EXISTING ZONING:Zone RR (Rural Residential)

PROPOSED ZONING:Zone RR (Rural Residential)

AREAS:Total Property Area = 435,638 Sq.Ft. or 10.00 AcresRight of way Dedication Area = 54,354___ Sq.Ft. or _1.25 AcresNet Property Area = 381,284 Sq.Ft. or 8.75 Acres

PROPOSED BUILDING SETBACKS:Front = 30 FeetSide (Corner) = 25 FeetSide (Interior) = 10 FeetRear = 40 Feet

FLOOD ZONE DESIGNATION:This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) perFlood Insurance Rate Map, Community Panel No. 27163C0245E, effective date of February 3, 2010.

wbs

Text Box

C5-1

KNOW ALL PERSONS BY THESE PRESENTS: That GLCJ Properties, LLC, a Minnesota limited liability company ,owner of the following described property situated in the County of Washington, State of Minnesota, to wit:

The South 660 feet of the West 660 feet of the Southwest Quarter of the Southwest Quarter, Section 1, Township 29North, Range 21 West.

Has caused the same to be surveyed and platted under Minnesota Statute 307.01 as HALCYON, and do hereby donateand dedicate to the public the thoroughfares as shown hereon.

In witness whereof said GLCJ Properties, LLC, a Minnesota limited liability company has caused these presents to besigned by its proper officer this ______ day of ______________________, 201_____.

GLCJ PROPERTIES, LLC

By: ____________________________________

its _____________________________________

State of ______________County of ______________

This instrument was acknowledged before me this ______ day of ______________________, 201_____ by________________________, ______________________ of GLCJ Properties, LLC, a Minnesota limited liability company,on behalf of the company.

_________________________________________(Signature)

_________________________________________(Printed Name)Notary Public ____________________ County, _______________My Commission Expires January 31, 20______

SURVEYORS CERTIFICATION

I, Richard L. Licht, do hereby certify that I have surveyed and platted the property described on this plat under MinnesotaStatue 307.01 as HALCYON; that this is a correct representation of the survey; that all distances are correctly shown on theplat in feet and hundredths of a foot, that all monuments have been correctly placed in the ground as shown; that theoutside boundary lines are correctly designated on the plat.

Dated this ______ day of __________________, 201____

__________________________________Richard L. Licht, Licensed Land SurveyorMinnesota License No. 26724

State of MinnesotaCounty of Hennepin

This instrument was acknowledged before me this ______ day of _____________________, 201_____ by Richard L. Licht,a Licensed Land Surveyor.

_________________________________________(Signature)

_________________________________________(Printed Name)Notary Public Hennepin County, MinnesotaMy Commission Expires January 31, 2020

LAKE ELMO PLANNING COMMISSION

Approved by the Planning Commission of the City of Lake Elmo, Minnesota, this ______ day of ____________________,201_____.

By ________________________________ By ________________________________ Chair Secretary

COUNTY SURVEYOR

I certify that this plat has been checked mathematically and approved the _________ day of _____________________,201____.

By _________________________________ Washington County Surveyor

COUNTY AUDITOR/TREASURER

There are no delinquent taxes, the current taxes due are payable for the year __________ have been paid and transfer hasbeen entered this _______ day of ________________, 201____.

By ________________________________ By _____________________________ Washington County Auditor/Treasurer Deputy

COUNTY RECORDER, Washington County, Minnesota

I hereby certify that the within plat of HALCYON was recorded in this office this _______ day of _____________________,201_____, at ________o'clock __M.

By ________________________________ By ______________________________ Washington County Recorder Deputy

N

SCALE IN FEET

0 40 80

10:1 BENCH

POND

INFILTRATION BASIN

BASIN

CC

CC

CC

INFILTRATION BASIN

NORTHSCALE IN FEET

40'0 80'

Date


License No.

14530 C2-1 LAYOUT PLAN.DWG /Layout Plan


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CADD Qualification:


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C2-1

GAJ

WS 06/17/15

WETLAND W1(INCIDENTAL WETLAND)

WETLAND W2

NORTHSCALE IN FEET

50'0 100'

Date


License No.

14530 C1-1 REMOVALS.DWG /Removals


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C1-1

GAJ

WS 06/17/15

4'-0

"

EXISTING TREE TO REMAIN

DR

IP E

DG

E O

F TR

EE

DR

IP E

DG

E O

F TR

EE

935

936

935

937

934

+934.5

936

937

935

934

932

934

933

936937

937

930

938

935

934

937

934

933

93393

4

932

926

936

936

935

929

937

941 940939 938 937

931

932

929.75+

NWL 926.0HWL 927.99

10:1 BENCH

33.74

35.34

36.0

FFE-939.91

39.91

1.8%

39.41

38.91

1.8%

38.48

39.51

39.39

3.0%

36.92

36.20

3.0%

4.5%

35.0

38.621.5%

38.6238.62

39.3939.51 38.89

39.01

2.0%

34.16

0.50%

0.50%

37.70

37.70

1.9%

1.73%37.39

37.70

34.95

34.95

35.31

35.313.0%

37.1436.6

36.22

33.0

38.11

32.9

2.50

%

35.6

2.66

%

35.6

37.59

37.98

37.25

33.71

2.35%

36.0

35.8

37.69

36.57

38.6

38.1

37.2

2.6%

2.3%

37.76

37.4

36.99

2.58

%

36.243.9%

3.0%

POND

HWL 928.51INFILTRATION BASIN

34.9

35.3

0.8%

36.85

37.4

36.6

34.0

34.0

34.8

34.0

34.9

34.9

34.9

34.9

TW-36.0GW-36.0

TW-37.5GW-33.0

TW-37.0GW-33.0

TW-35.0GW-32.0

TW-34.5GW-31.5

TW-35.0GW-32.0

TW-35.0GW-33.0

TW-34.0GW-34.0

HWL 930.25

BASIN

935

34.0 33.9

934

936

936

937

936

934933

932931

930

932

931933

929

926

922924925

926927

928929

930931

931

CC

CC

CC

931

935

30.25

930

929928


WETLAND W2

FILL EXISTING832SF WETLAND

PRESERVE EXISTINGWETLAND

928

HWL 928.5


PROPOSEDFLOODPLAINELEV=932.0


PROPOSEDFLOODPLAIN

ELEV=932.0

PROPOSEDFLOODPLAIN

ELEV=932.0

C14530 3-1.DWG/Layout1


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Checked By:


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CADD Qualification:


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Owner/Developer:

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[email protected]

Vicki J. Van Dell - PE

of the State of Minnesota.

I hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and that

I am a duly Licensed Professional Engineer under the laws


C3-1

VJV WBS

VJV 6/17/15

N

NOTE:SPOT ELEVATIONS AT CURB LINES INDICATEBASE OF CURB AND GUTTER LINE (I.E. FLOWLINE) ELEVATIONS UNLESS OTHERWISE NOTED.

NOTE:CATCH BASINS RIMS ARE 2 INCHES LOWERTHAN FLOW LINE ELEVATION.

GRADING PLAN NOTES1. BACKGROUND INFORMATION IS BASED ON A FIELD SURVEY BY LOUCKSASSOCIATES AND RECORD UTILITY DRAWINGS FROM THE CITY OF LAKEELMO. LOUCKS ASSOCIATES DOES NOT GUARANTEE THE ACCURACY OFINFORMATION PROVIDED BY OTHERS.2. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOREXACT LOCATIONS AND DIMENSIONS OF BUILDINGS, VESTIBULES,SLOPED PAVING, EXIT PORCHES, RAMPS, TRUCK DOCKS, ENTRYLOCATIONS AND LOCATIONS OF DOWNSPOUTS.3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TOAVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THECONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR WILL BEHELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIESOCCURRING DURING THE CONSTRUCTION PHASE OF THIS PROJECT.4. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTIONPRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELYRESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OFALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK.THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITEDTO NORMAL WORKING HOURS.5. BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALLA TEMPORARY ROCK ENTRANCE PAD AT ALL POINTS OF VEHICLE EXITFROM THE PROJECT SITE. SAID ROCK ENTRANCE PAD SHALL BEMAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE PROJECT.6. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BEESTABLISHED AROUND THE ENTIRE SITE PERIMETER AND IN ACCORDANCEWITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES,AND CITY REQUIREMENTS.7. ALL SPOT ELEVATIONS SHOWN REPRESENT FINISHED SURFACE ORGUTTER LINE ELEVATIONS UNLESS OTHERWISE NOTED.8. CONTRACTOR TO VERIFY EXISTING INFORMATION PRIOR TOCONSTRUCTION AND NOTIFY ENGINEER OF ANY PLAN DISCREPANCIES.9. EXISTING UTILITY LOCATIONS AS-PER CITY AS-BUILT PLANS AND FIELDSHOTS.10. SEE SHEET C3-2 FOR EROSION CONTROL INFORMATION.11. GENERAL CONTRACTOR MUST VERIFY ALL TIE IN GRADES.12. THE POND IS TO BE LINED BELOW 926.0 ELEVATION WITH 2' OFCLEAN CLAY COMPACTED TO 98%. CLAY MATERIAL PRVIDED NEEDS TOBE TESTED TO VERIFY QUALITY AND INFILTRATION RATE.

X 800.0±

LEGEND

800

EXISTING PROPOSED

X 800.0

800

X.XX%

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONSOF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITYCOMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OFLINES.

THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OFALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVESOR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTORSHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.

WARNING

TOPOGRAPHIC CONTOUR

SPOT ELEVATION

DRAINAGE SLOPE

STORM SEWER

STORM MANHOLE

CATCH BASIN

SANITARY SEWER

WATERMAIN

BENCHMARK

EMERGENCY OVERFLOW

CONSTRUCTION LIMITS

6/17/15

935

936

935

937

934

936

937

935

934

932

934

933

936937

937

930

938

935

934

937

934

933

93393

4

932

926

936

936

935

929

937

941 940939 938 937

931

932

NWL 926.0HWL 927.99

10:1 BENCH

POND


TW-36.0GW-36.0

TW-37.5GW-33.0

TW-37.0GW-33.0

TW-35.0GW-32.0

TW-34.5GW-31.5

TW-35.0GW-32.0

TW-35.0GW-33.0

TW-34.0GW-34.0

HWL 930.25

BASIN

935

934

936

936

937

936

934933

932931

930

932

931933

929

926

922924925

926927

928929

930931

931

CC

CC

CC

931

935

930

929928


WETLAND W2

928

HWL 928.5




PROPOSEDFLOODPLAIN

ELEV=932.0

PROPOSEDFLOODPLAIN

ELEV=932.0



Sheet No.:

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Sheet Title:

Quality Control:

Checked By:


Review Date:


Submittal:







CADD Qualification:


Project Name:

Owner/Developer:

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C3-2

WBS

VJV 06/17/15

N

X 800.0±

LEGEND

800

EXISTING PROPOSED

X 800.0

800

X.XX%

TOPOGRAPHIC CONTOUR

SPOT ELEVATION

DRAINAGE SLOPE

STORM SEWER

STORM MANHOLE

CATCH BASIN

SANITARY SEWER

WATERMAIN

BENCHMARK

EMERGENCY OVERFLOW

CONSTRUCTION LIMITS

ADA ACCESSIBLE ROUTE

SILT FENCE

BASIN SILT FENCE

INLET PROTECTION

EXISTING IMPERVIOUS 0.46 AcresPROPOSED IMPERVIOUS 2.07 AcresDISTURBED AREA 8 Acres

6/17/15

NOTE:SEE C8-2 FOR EROSIONCONTROL NOTES & DETAILS

OCS ARIM-928.36" INLET AT INV-926.2012" HDPE OUTLET AT INV-926.15

CB 30RIM-933.71INV-927.95

CBMH 22RIM-933.74INV-929.09

92' 12" HDPE@ 0.73%

124' 12" HDPE@ 0.73%

157' 12" HDPE@ 0.73%

78' 12" HDPE@ 0.73%

OCS 1RIM-927.25INV-924.0 WINV-925.9 EWEIR-926.5ORIFICE-926.0

FES EINV-925.72

18' 10" PVC@ 1.0%

NWL 926.0HWL 927.99

10:1 BENCH

LINE POND BELOW926.0 WITH CLEAN CLAY

COMPACTED WITH 6"MIN. TOP SOIL COVER.

POND


HWL 930.25

BASIN

CBMH 25RIM-933.0

INV-930.67

CB 11RIM-934.0

INV-927.38

CBMH 10RIM-933.9

INV-927.20SUMP 924.20

24' 12" HDPE@ 0.73%

FES AINV-926.83

24" NYLOPLAST-3RIM-934.0

INV-930.86

24" NYLOPLAST-2RIM-934.0INV-931.41

24" NYLOPLAST-1RIM-934.0INV-932.0

80' 10" HDPE & 0.73%

75' 10" HDPE & 0.73%

26' 10" HDPE & 0.73%

STMH 24RIM-938.3

INV-930.00

49' 12" HDPE@ 0.75%

CC

CC

CC

CONNECT TO EXISTING12" HDPE WATERMAIN

245' 4" DIPWATER SERVICE

12' 12" HDPE@ 0.5%

FES BINV-926.09

OCS BRIM-930.06" INLET AT INV-928.912" HDPE OUTLET AT INV-928.5WEIR WALL -929.9

132' 12" HDPE@ 1.0%

FES GINV-926.68

FES FINV-928.10

10' 12" HDPE@ 0%

HWL 928.5




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C4-1

WBS

VJV 06/17/15

N

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONSOF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITYCOMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OFLINES.

THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OFALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVESOR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTORSHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.

WARNING

6/17/15

1. BACKGROUND INFORMATION IS BASED ON A FIELD SURVEY BY LOUCKSASSOCIATES AND RECORD UTILITY DRAWINGS FROM THE CITY OF ELMO.LOUCKS ASSOCIATES DOES NOT GUARANTEE THE ACCURACY OF INFORMATIONPROVIDED BY OTHERS.

2. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BEFURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE CITY AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERSASSOCIATION OF MINNESOTA (CEAM), 1999 EDITION. HDPE PIPE CONNECTIONSINTO ALL CONCRETE STRUCTURES SHALL BE MADE WITH WATER TIGHTMATERIALS, UTILIZING AN A-LOK OR WATERSTOP GASKET OR BOOT,CAST-IN-PLACE RUBBER BOOT, OR APPROVED EQUAL. WHERE THE ALIGNMENTPRECLUDES THE USE OF THE ABOVE APPROVED WATERTIGHT METHODS,CONSEAL 231 WATERSTOP SEALANT, OR APPROVED EQUAL WILL ONLY BEALLOWED AS APPROVED BY THE ENGINEER. ALL SANITARY SEWER MAIN LINESHALL BE SDR 35. ALL SANITARY SEWER SERVICES SHALL BE SDR 26.

3. SEE SHEETS C8-1 - C8-3 AND THE CONTRACT SPECIFICATIONS FOR SPECIFICUTILITY DETAILS AND UTILITY SERVICE DETAILS.

4. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULARMATERIAL PER THE REQUIREMENTS OF THE CITY. ALL COMPACTION SHALL BEPERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION.

5. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT 651-454-0002 ATLEAST 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION ORUNDERGROUND WORK.

6. ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THEPROPOSED GRADES WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTSOF THE UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS MUSTMEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.

7. PROPOSED PIPE MATERIALS:STORM SEWER N12 HDPE-WT 12" - 18" DIAMETER.WATER SERVICE 6" DIP CL 52 7.5' BURY DEPTH

8. STORM SEWER PIPE SHALL MEET OF EXCEED AASHTO M294 MINIMUM PIPESTIFFNESS PER ASTM D2412 60PSI FOR 8"-18".

9. PROPOSED GAS, TELEPHONE & ELECTRIC SERVICES ARE APPROXIMATE LOCATIONSONLY. COORDINATE EACH SERVICE WITH THE UTILITY OWNER AND GENERALCONTRACTOR. IF ANY PROPOSED SERVICE LOCATION VARY SIGNIFICANTLY ORCONFLICT, THE ENGINEER MUST BE NOTIFIED PRIOR TO THE INSTALLATION OFTHE SERVICE.

10. THE REMOVAL OF EXISTING SERVICES WITHIN THE CONSTRUCTION LIMITS SHALLBE COORDINATED WITH THE GENERAL CONTRACTOR AND UTILITY OWNER.ADDITIONAL SERVICES MAY EXIST.

NOTES


WETLAND W2

NORTHSCALE IN FEET

40'0 80'

Date


License No.

14530 L1-0 TREE PRESERVATION.DWG /Planting


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Checked By:


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CADD Qualification:


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Owner/Developer:

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L1-0

GAJ

WS 06/17/15

EXISTING SIGNIFICANT TREES 187 (1550" TOTAL CAL. DIAM.)

30% ALLOWED REMOVAL 56 (465" TOTAL CAL. DIAM.)SIGNIFICANT TREES TO BE REMOVED 35 (286" TOTAL CAL. DIAM.)

NO TREE MITIGATION IS REQUIRED

X

DISPOSITIONSPECIES DIAM (IN.)

82

TREE #TRANSPLANT81 OAK

8364

65

66

67

68

69

610

612611

813614615

616617618

619

820

1

822621

823824

625

10261427

1428

1629

1430

REMOVED12321231

REMOVED1633

REMOVED2034835

363738394041

OAKOAK

OAKOAKOAKOAKOAKOAKOAKOAKOAKOAKOAKOAKOAKOAKOAKOAKOAK

OAKOAKOAKOAK

OAKOAK

SPRUCE

SPRUCEASHASH

COTTONWOODCOTTONWOODCOTTONWOODCOTTONWOOD

SPRUCESPRUCESPRUCESPRUCESPRUCE

SPRUCESPRUCE

TRANSPLANT

TRANSPLANTTRANSPLANT







888888

SAVEDSAVED

REMOVED

PP

REMOVED

REMOVED


TRANSPLANTTRANSPLANTTRANSPLANTTRANSPLANT


XX

XXT

27

X

X

2829

30

31

32

33

34

35

36

38

39

40

41

T3

4 5 6 72

8 9

10 1112131416

15 17

18

1920

21222324

2526

WOODLAND #1

WOODLAND #2

WOODLAND #3

TTTTTTTT TTTTTTTTT

TTTTTTTT

SIGNIFICANT TREE TO BE REMOVED

T SIGNIFICANT TREE TO BE TRANSPLANTED

P SIGNIFICANT TREE TO BE SAVED / PROTECTEDDURING CONSTRUCTION - SEE DETAIL 2/L1-0

SPRUCESPRUCE

SPRUCESPRUCE

(17) @10(52) @10(16) @10

(6) @10

WOODLAND #1

WOODLAND #2

SAVED

TRANSPLANTEDREMOVE

REMOVE

TREE INVENTORY NOTES:

SIGNIFICANT TREES LISTED ARE ASSHOWN ON THE BOUNDARYAND TOPOGRAPHICAL SURVEYDATED 1-5-15 BY LOUCKSASSOCIATED ( SEE ATTACHED)

TRANSPLANTED TREE SPECIESWILL BE VERIFIED PRIOR TO FINALSUBMITTAL. TREES LISTED ASOAK MAY ALSO INCLUDEWALNUT AND MAPLE SPECIES

WOODLAND TREE EVALUATIONQUANTITIES ARE BASED ON 10"DIAM SPRUCE (TYP) ATAPPROXIMATELY 15' O.C.

SEE SHEET L2-0 FOR PROPOSEDSTRUCTURES AND IMPERVIOUSSURFACE LOCATIONS

SIGNIFICANT WOODLANDTREES TO BETRANSPLANTED

2" X 4" WOOD STAKE, POSITIONED ASNOTED. STRING 4' HIGH, ORANGE POLYETHYLENE LAMINAR SAFETY NETTING BETWEEN WOOD STAKES PLACED 5' ON CENTER AND PLACED

EXISTING GRADE

EXISTING TREE TO REMAIN

BETWEEN TREE PROTECTION AND

DRIP EDGE OF TREE

DISTURBED AREAS.

SPRUCE

SPRUCESPRUCE

(16) @10

(3) @10(10) @10WOODLAND #3

TRANSPLANTED

REMOVEDTRANSPLANTED

TRANSPLANTTRANSPLANTTRANSPLANT


TT

TTTT

935

936

935

937

934

936

937

935

934

932

934

933

936937

937

930

938

935

934

937

934

933

93393

4

932

926

936

936

935

929

937

941 940939 938 937

931

932

NWL 926.0HWL 927.76

POND


HWL 930.25

BASIN

935

934

936

936

937

936

934933

932931

930

932

931933

929

926

922924925

926927

928929

930931

931

CC

CC

CC

931

935

930

929928

928

HWL 929.00


NORTHSCALE IN FEET

40'0 80'

Date


License No.

14530 L2-0 LANDSCAPE PLAN.DWG /Planting


Sheet No.:

Project No.:

Sheet Title:

Quality Control:

Checked By:


Review Date:








CADD Qualification:


Project Name:

Owner/Developer:

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halcyoncemetery.com


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L2-0

GAJ

WS 06/17/15

1. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALLINSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATINGTO THE NATURE AND SCOPE OF WORK.

2. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THEATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICHMAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT.

3. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONSGOVERNING THE WORK OR MATERIALS SUPPLIED.

4. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS,TRAILS, TREES, LAWNS AND SITE ELEMENTS TO REMAIN DURING PLANTINGOPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TOTHE OWNER.

5. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALLUNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THENECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIALINSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE).

6. ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DONOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN.

7. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHEREXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPEARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALLDISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPEARCHITECT OF SAME.

GENERAL NOTES:

OVERSTORY TREES - NEW 44OVERSTORY TREES - TRANSPLANT 26ORNAMENTAL TREES 20CONIFEROUS TREES - TRANSPLANT 61SHRUBS 221PERENNIALS / GRASSES 142

OVERSTORY TREES

BOULEVARD LINDEN Tilia americana "Boulevard"10

LITTLE PRINCESS SPIREA #2 CONT 3' O.C.Spirea japonica "Little Princess"48

2-1/2" CAL B.B.AUTUMN BLAZE MAPLE Acer x freemanii "Jeffersred"12

IMPERIAL HONEYLOCUST Quercus ellipsoidalis12 2-1/2" CAL B.B.2-1/2" CAL B.B.COMMON HACKBERRY Celtis occidentalis10

4' O.C.NEON FLASH SPIREA #2 CONTSpirea japonica "Neon Flash"36

2-1/2" CAL B.B.ABBL

POCH

DECIDUOUS SHRUBS

KARL FOERSTER GRASS #1 CONT52 Calamagrostis acutiflora "Karl Foerster"

PERENNIALS / GRASSES

LP

NF

KF

SPRUCE - TRANSPLANTS Picea x species61 15'-25' HT

EVERGREEN TREES

CONIFEROUS SHRUBS

SEA GREEN JUNIPER #5 CONT66 4' O.C.Juniperus chinensis "Sea Green"SG

TAUNTON YEW #5 CONT21 3-1/2' O.C.Taunton x media "Taunton"TY

TOR SPIREA #2 CONT 3' O.C.Spirea betulfolia "Tor"50TS

STELLA DE ORO DAYLILY #1 CONT90 Hemerocallis "Stella de Oro"SD2' O.C.2' O.C.

PROPOSED PLANT TOTALS:LANDSCAPE REQUIREMENTS:

1 TREE PER 50 LF. OF STREET FRONTAGE - 1210 LF 25 TREES5 TREES PER 1 ACRE OF DISTRUBED LAND - 8.5 ACRES 45 TREES

TOTAL TREES REQUIRED 70 TREES

BUR OAK Quercus macrocarpa2 6" - 10" CALBOOAK - TRANSPLANTS Quercus x species26 6" - 10" CAL

ORNAMENTAL TREES

SPRING SNOW CRABAPPLE Malus "Spring Snow"102" CAL B.B.PRAIRIE FIRE CRABAPPLE Malus "Prairie Fire"4

2" CAL B.B.IVORY SILK LILAC Syringa reticulata "Ivory silk"6

2" CAL B.B.AFSS

IS

TURF SEED

OVERSTORY TREE

TRANSPLANTED OAK

ORNAMENTAL TREE

TRANSPLANTED SPRUCE

SHRUB BED

PERENNIAL BED

NATIVE SEED MIX - MNDOT #35-221

EDGE VARIES - SEE PLAN

WOOD STAKES (3)

ROCK MULCH - 3" DEEP - SEE NOTES

ROOT BALL SET ON MOUNDED SUBGRADE

SAFETY FLAGGING - ONE PER WIRE

POLYETHYLENE STRAP16"x2" POLYPROPYLENE OR

HOLE PRIOR TO PLANTINGSCARIFY BOTTOM AND SIDES OF

PERIOD. THREE STAKES SPACED EQUALLYPOSITION THROUGH THE WARRANTYMAINTAINING ALL TREES IN A PLUMBTHE CONTRACTOR IS RESPONSIBLE FOR

PLANTING. NOTIFY LANDSCAPE ARCHITECTTESTING PERCOLATION RATES PRIOR TO CONTRACTOR IS RESPONSIBLE FOR

AROUND THE TREE ARE REQUIRED.

PRACTICES AS DEFINED IN A.N.A. ANY STAKING MUST CONFORM WITH

GUIDELINES FOR STANDARD PRACTICES.

IMMEDIATELY IF POOR DRAINAGE EXISTS.

REMOVE ALL FLAGGING AND LABELING

IN 8-12" LIFTS AND SATURATE SOIL WITH PLANTING OPERATIONS. PLACE BACKFILLWATER TREE THOROUGHLY DURING

FROM TREE.

AFTER PLANTING IS COMPLETE.PRUNE ANY DAMAGED BRANCHES

WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB.

2 x ROOT BALL WIDTH

EDGE VARIES - SEE PLAN

WOOD STAKES (3)

SET PLANT ON UNDISTURBED NATIVE SOIL

SAFETY FLAGGING - ONE PER WIRE

TREE WRAP TO FIRST BRANCH

POLYETHYLENE STRAP16"x2" POLYPROPYLENE OR

HOLE PRIOR TO PLANTINGSCARIFY BOTTOM AND SIDES OF

PERIOD. THREE STAKES POSITIONEDPOSITION THROUGH THE WARRANTYMAINTAINING ALL TREES IN A PLUMBTHE CONTRACTOR IS RESPONSIBLE FOR

PLANTING. NOTIFY LANDSCAPE ARCHITECTTESTING PERCOLATION RATES PRIOR TO CONTRACTOR IS RESPONSIBLE FOR

EQUALLY AROUND THE TREE ARE REQUIRED.

PRACTICES AS DEFINED IN A.N.A. ANY STAKING MUST CONFORM WITH

GUIDELINES FOR STANDARD PRACTICES

IMMEDIATELY IF POOR DRAINAGE EXISTS.

REMOVE ALL FLAGGING AND LABELING

IN 8-12" LIFTS AND SATURATE SOIL WITH PLANTING OPERATIONS. PLACE BACKFILLWATER TREE THOROUGHLY DURING

FROM TREE.

BRANCHES AFTER PLANTING IS COMPLETE.PRUNE DAMAGED AND CROSSING

WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB.

MULCH - 4" DEEP - PER NOTES. MULCH

CUT BACK WIRE BASKET

MUST NOT BE IN CONTACT WITH TRUNK.

LANDSCAPE INSTALLATION:

1. COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHERCONTRACTORS WORKING ON SITE.

2. NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION HAS BEENCOMPLETED IN THE IMMEDIATE AREA.

3. WHERE TURF ABUTS PAVED SURFACES, FINISHED GRADE SHALL BE HELD 1" BELOW SURFACE ELEVATIONOF TRAIL, SLAB, CURB, ETC.

4. ALL SEEDED AREAS SHALL HAVE 4" OF TOPSOIL BORROW. TOPSOIL BORROW SHALL BE USDACLASSIFICATION MEDIUM SANDY LOAM. THE TOPSOIL SHALL HAVE 50% TO 70% SAND BY WEIGHT, ASILT/CLAY RATIO OF 2/1 OR LESS WITH NO MORE THAN 15% TO 20% CLAY BY WEIGHT AND 12% TO 20%ORGANIC MATTER BY WEIGHT.

5. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FORNURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, DECIDUOUSSHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED SHRUB HEIGHT. ORNAMENTAL TREES SHALLHAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREETAND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE FINISHED GRADE.

6. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST.SPECIFICATIONS TAKE PRECEDENCE OVER NOTES.

7. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. ALL TREES AREREQUIRED TO BE STAKED WITH 3 STAKES SPACED EQUALLY AROUND THE TREES.

8. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THELANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/ORQUOTATION.

9. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD ANADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED.

10. ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL, OTHERAPPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS ORMAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 0-20-20OF 12 OZ PER 2.5" CALIPER PER TREE AND 6 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF10-10-10 THE FOLLOWING SPRING IN THE TREE SAUCER.

11. ALL PLANTING AREAS RECEIVING PERENNIALS SHALL RECEIVE A MINIMUM OF 12" DEPTH OFPLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEAT OR MANURE AND 10 PARTSSAND.

12. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS.

13. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREEBEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE.WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER5-1.

14. BLACK METAL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BEDMEETS SOD/SEED UNLESS NOTED OTHERWISE.

15. ALL PLANTING BEDS TO RECEIVE 3" ROCK MULCH 3/4"- 1-12" SIZE, COLOR TO BE VERIFIED WITHOWNER. ROCK MULCH SHALL BE PLACED OVER 3.5 OUNCE MINIMUM FIBER MAT WEED BARRIER.

16. ALL TREES NOT WITHIN PLANTING BEDS TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH WITHNO MULCH IN DIRECT CONTACT WITH TREE TRUNK.

17. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL)PER MANUFACTURESRECOMMENDATIONS UNDER ALL MULCHED AREAS.

18. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANTSELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECTPLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THEATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND/OR INSTALLATION.

19. CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OFALL LANDSCAPE AND SITE IMPROVEMENTS.

20. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALSUNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIORTO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALLPROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO,PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL.

21. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THEDATE OF OWNER ACCEPTANCE.

22. WARRANTY (ONE FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATEOF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALLLANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED.

23. REPRODUCIBLE AS-BUILT DRAWING(S) OF ALL LANDSCAPE INSTALLATION AND SITE IMPROVEMENTSUPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO PROJECT ACCEPTANCE.

24. THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SOD PLACEMENT IS FROMTHE TIME GROUND HAS THAWED TO JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST15 - NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND FALLDECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES ISNOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPEARCHITECT.

25. LANDSCAPE CONTRACTOR SHALL ESTABLISH TO HIS SATISFACTION THAT SOIL AND COMPACTIONCONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE.

Date


License No.

14530 L2-1 LANDSCAPE DETAILS.DWG /Planting


Sheet No.:

Project No.:

Sheet Title:

Quality Control:

Checked By:


Review Date:








CADD Qualification:


Project Name:

Owner/Developer:

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halcyoncemetery.com


[email protected]

L2-1

GAJ

WS 06/17/15

Project Name: HALCYON - Lake Elmo, Minnesota · Project No.: Sheet Title: Quality Control: ......

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