arlington row - st. louis park, mn

XXX

XX'-X"

EL =

T.O. XXX

EL = XX'-X"

SECTION AND

ELEVATION REF

INTERIOR

ELEVATION REF

DETAIL REF

WALL TYPE

(SEE SHEET A10.1)

WINDOW TYPE

(SEE SHEET A11.2)

ELEVATION REF

SPOT ELEVATION REF

FLOOR FINISH

TRANSITION REF

X

X

X

AX.X

X

X

X

X

X

X

X X

X EXTERIOR ELEVATION

KEYNOTE REF

ROOM NAME

AND NUMBER

DOOR NUMBER

SECTION

KEYNOTE REF

REVISION NUMBER

FIRE EXTINGUISHER

CABINET

FIRE EXTINGUISHER -

WALL MOUNTED

ROOM

X

XXX

XX XX

e ln ess sw en son g raham arch itec ts

5 0 0 w ash ing to n avenue so u th

m inneap o lis m inneso ta 5 5 4 1 5p . 6 1 2 . 3 3 9 . 5 5 0 8

f. 6 1 2 . 3 3 9 . 5 3 8 2w w w . e s g a r c h . c o m

I h ereby ce rtify th a t th is p lan , sp ec ifica tio n , o r

rep ort w as p rep ared b y m e o r u nd er m y d ire ct

supe rvis io n and tha t I am a d u ly licensed a rch itect

u nde r the law s o f the S ta te o f M in neso ta

S ig natu re

T yp ed o r P rin ted N am e

L icen se # D ate

PR O JEC T N U M BER

D R A W N BY C H EC K ED BY

O R IG IN A L ISSU E :

R EV IS IO N S

K EY PLA N

NOT FOR

CONSTRUCTION

**DRAFT**

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7/

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15

11

:32

:36

AM

T1 .1T IT LE SH EET

2 1 5 5 1 5

M T E D S

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A R L IN G T O N R O W

ST . LO U IS PA R K , M N

PU D / C O M P PLA N

- 8 /7 /2 0 1 5

PROJECT TEAM

SYMBOLS LEGEND

PROJECT LOCATION

SHEET INDEX

ARLINGTON ROW

Owner/Developer: Melrose CompanyRobert CunninghamPh: 612.963.9401

Architect: Elness Swenson Graham Architects Inc.500 Washington Ave. South, Suite 1080Minneapolis, MN 55415Ph: 612-339-5508Fx: 612-339-5382

Landscape: Loucks Accociates7200 Hemlock Lane Suite 300Ph: 763.424.5505 / 6756Fx: 763.424.5822

Contractor: T.B.D.

Civil: Loucks Accociates7200 Hemlock Lane Suite 300Ph: 763.424.5505 / 6756Fx: 763.424.5822

Mechanical, T.B.D.Electrical,Plumbing Engineers:

Structural Engineer: T.B.D.

VicinitySite Location

SHEETNUMBER SHEET NAME P

UD

/ C

OM

P P

LA

N S

UB

MIS

SIO

N

GENERAL INFORMATION

T1.1 TITLE SHEET ●

T1.2 ARCHITECTURAL ABBREVIATIONS

ARCHITECTURAL SITE

AS1.1 ARCHITECTURAL SITE PLAN - OVERALL

AS1.2 ARCHITECTURAL SITE PLAN - SITE A - "TEXAS" ●

AS1.3 ARCHITECTURAL SITE PLAN - SITE B - "13TH LANE"

AS2.1 REFERENCE IMAGES ●

CODE

AC1.1 ARCHITECTURAL CODE PLAN

CIVIL

C0.0 ALTA / ACSM ●

C1.1 EXISTING CONDITIONS ●

C1.2 PRELIMINARY PLAT ●

C2.1 SITE PLAN ●

C3.1 GRADING PLAN ●

C3.2 STORMWATER POLLUTION PREVENTION PLAN ●

C4.1 SANITARY SEWER & WATERMAIN PLAN ●

C4.2 STORM SEWER ●

C8.1 DETAILS ●

C8.2 CITY DETAILS ●

LANDSCAPE

L1.1 LANDSCAPE PLAN ●

L2.1 TREE INVENTORY PLAN ●

ARCHITECTURAL

A1.1 FLOOR PLAN ●

A1.2 FLOOR PLAN ●

A1.3 FLOOR PLAN ●

A1.4 FLOOR PLAN (ROOF) ●

A1.5 FLOOR PLAN - ENLARGED ●

A3.1 EXTERIOR ELEVATIONS ●



A4.1 BUILDING SECTIONS

A5.1 WALL SECTIONS

A6.1 EXTERIOR DETAILS

A7.1 STAIR DETAILS

A8.0 1/4" UNIT PLANS & ENLARGED PLANS DETAILS






A9.1 INTERIOR ELEVATIONS

A10.1 WALL TYPES

A10.2 WALL TYPES

A10.3 INTERIOR DETAILS

A11.1 OPENING SCHEDULES AND TYPES/DETAILS

A11.2 WINDOW AND STOREFRONT TYPES AND DETAILS

A11.3 ROOM FINISH SCHEDULE

STRUCTURAL

S1.1 STRUCTURAL PLANS

SITETEXAS SITE

13TH SITE

(FUTURE)

N o . D escrip tion D ate

Mike Engel - ESG

Date




f. 6 1 2 . 3 3 9 . 5 3 8 2w w w . e s g a r c h . c o m





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**DRAFT**

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Mike Engel - ESG

Date

EXISING TREE LINE

52' - 1 1/2"

55' - 0 1/2"

TR

UE

NO

RT

H

RETAINING WALL

CIVIL 920.0

919.5

A2

A3

A4

A5

A6

A7

A8

A9

A10

A12A13A14A15A16A17A18A19A20A21A22A23A24A25A26A27A28

A45A42 A43A40 A41A38 A39A36 A37A34 A35A32 A33

A11

14' - 7"

15' - 0"

24' - 3 3/4"

29' - 1 1/4"

917.27TC

1:20.0

920.0

921.0

918.8

A31

TYPE A UNIT - REF

BUILDING PLANS FOR

INTERIOR LAYOUT

919.5

920.5

919.5919.5

920.5

BLDG A

BLDG B

TRASH /

RECYCLE

2AS1.2

920.0

A1

TEXAS AVENUE SOUTH

WA

YZ

AT

A B

OU

LE

VA

RD

24' - 0"

A44

A52

A51

A50

A49

A48

A47

A46

A29A30

10' - 0

"

5' - 0"

5' - 0

"

CURB

10' SET BACK

5' - 0"

CURB T

O BUILDING

29' - 3"

6' -

0"

6' -

0"

8' - 9"

18' - 0"

84.78°

BIKE STORAGE

BIKE RACKS




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:05

AM

AS1 .2

A R C H ITEC TU R A L S IT E PLA N

- S IT E A - "T EXA S"

2 1 5 5 1 5

ESG ESG

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- 8 /7 /2 0 1 5

1/16" = 1'-0"AS1.2

1 ARCHITECTURAL SITE PLAN

PARKING COUNT - TEXAS SITE

Texas Site

A ACCESSIBLE PARKING STALL 3

S STANDARD 8'9" X 18'0" 49

52

UNIT MATRIX - SITE A - TEXAS

CountUnitType Name

SF Unit(Paint toPaint)

GrossUnit

Rentable(Per Unit)

TotalGross UnitRentable

(=Rentable* Count)

Bedrooms

TotalBeds

BUILDING A - SITE A

LEVEL 1

2 1A 2 BED 786 SF 863 SF 1,726 SF 2 4

2 1B 2 BED (2 STORY) 956 SF 1,088 SF 2,176 SF 2 4

4 1C 1 BED 545 SF 545 SF 2,181 SF 1 4

8 6,083 SF 12

LEVEL 2

3 2A 2 BED (2 STORY) 1,000 SF 1,123 SF 3,369 SF 2 6

2 2B 2 BED (2 STORY) 1,029 SF 1,168 SF 2,336 SF 2 4

4 2C 1 BED (2 STORY) 672 SF 753 SF 3,012 SF 1 4

9 8,717 SF 14

17 14,800 SF 26

BUILDING B - SITE A

LEVEL 1

2 1A 2 BED 786 SF 863 SF 1,726 SF 2 4

2 1B 2 BED (2 STORY) 956 SF 1,088 SF 2,176 SF 2 4

4 1C 1 BED 545 SF 545 SF 2,181 SF 1 4

8 6,083 SF 12

LEVEL 2

3 2A 2 BED (2 STORY) 1,000 SF 1,123 SF 3,369 SF 2 6

2 2B 2 BED (2 STORY) 1,029 SF 1,168 SF 2,336 SF 2 4

4 2C 1 BED (2 STORY) 672 SF 753 SF 3,012 SF 1 4

9 8,717 SF 14

17 14,800 SF 26

34 29,600 SF 52

TOTAL RESIDENTIAL UNITS - 34BUILDING FOOTPRINT(S) - 5,578 (X2)BUILDING GROSS SF - 15,831 (X2)SITE AREA - 1.397 ACREDENSITY - 24.3 UNITS / ACRE


PL

AN

NO

RT

H

0 1 68 3 2

1/16" = 1'-0"AS1.2

2 TEXAS SITE ELEVATION

18.025.018.0

8.0

8.8

MODULARRETAINING

WALL WITH 6'TALL CEDAR

FENCE

MODULARRETAINING

WALL WITHRAILING

WHERE WALL IS30" OR TALLER

BITUMINOUSPAVEMENT

CONCRETESIDEWALK

TYP.

(5) CONCRETE PATIOSWITH SCREEN WALL.SEE ARCHITECTURAL

(5) CONCRETE PATIOSWITH SCREEN WALL.SEE ARCHITECTURAL

CONCRETESIDEWALKTYP.

CONCRETESIDEWALKTYP.

CONCRETEPAVEMENT

TRASHENCLOSURE

W/CONCRETEPAVEMENT

3 STAIRS

3 STAIRS

2 STAIRS SEEARCHITECTURAL




PEDESTRIANRAMP

PEDESTRIANRAMP

BITUMINOUSPAVEMENT

8.5

18.0

24.0

18.0 8.5

8.0

(7) BIKESTALLS

(25) INTERIORBIKE

STORAGE

(8) BIKESTALLS

LOUCKS

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7200 Hemlock Lane, Suite 300

Maple Grove, MN 55369

763.424.5505

www.loucksinc.com

PLANNING

CIVIL ENGINEERING

LAND SURVEYING

LANDSCAPE ARCHITECTURE

ENVIRONMENTAL

CADD files prepared by the Consultant for this project are

instruments of the Consultant professional services for use solely

with respect to this project. These CADD files shall not be used

on other projects, for additions to this project, or for completion

of this project by others without written approval by the

Consultant. With the Consultant's approval, others may be

permitted to obtain copies of the CADD drawing files for

information and reference only. All intentional or unintentional

revisions, additions, or deletions to these CADD files shall be

made at the full risk of that party making such revisions, additions

or deletions and that party shall hold harmless and indemnify the

Consultant from any & all responsibilities, claims, and liabilities.

CADD QUALIFICATION

SUBMITTAL/REVISIONS

PROFESSIONAL SIGNATURE

QUALITY CONTROL

Arlington Row

Apartments

West

St. Louis Park, MN

Melrose Company

22375 Murray Street

Excelsior, MN 55331

07/10/15 CITY SUBMITTAL

08/10/15 CITY RE-SUBMITTAL


C1-1 EXISTING CONDITIONS

C1-2 PRELIMINARY PLAT


C2-1 SITE PLAN

C3-1 GRADING PLAN

C3-2 SWPPP

C4-1 SANITARY & WATERMAIN

C4-2 STORM SEWER

C8-1 DETAILS

C8-2 CITY DETAILS

L1-1 LANDSCAPE PLAN

L2-1 TREE INVENTORY PLAN

N

WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALLEXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES INMAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.

THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 ATLEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFOREDIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.

SITE PLAN GENERAL NOTES

1. SETBACKS:FRONT BUILDING SETBACK = 30 FTSIDE BUILDING SETBACK = 9 FT.REAR BUILDING SETBACK = 25 FT.

2. ZONINGEXISTING ZONING =R-1 PROPOSED ZONING = PUD

3. PARKING SUMMARY BIKE COUNT SUMMARYSURFACE REGULAR STALLS = 49 1 PER DWELLING = 34SURFACE HANDICAPPED STALLS = 3 1 PER 10 PARKING STALLS = 6TOTAL SURFACE STALLS = 52 TOTAL REQUIRED = 40

BIKE STALLS INSIDE = 25BIKE STALLS OUTSIDE = 15TOTAL PROPOSED = 40

4. AREA/DENSITYTOTAL AREA = 60,830 SQ.FT. OR 1.396 AC.IMPERVIOUS SURFACE AREA = 34,647 SQ.FT. OR 0.795 AC. = 56.9%PERVIOUS SURFACE AREA = 26,183 SQ.FT. OR 0.601 AC. = 43.1%

5. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED ANDINSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER SHEET C8-1 AND THEREQUIREMENTS OF THE CITY. SEE LANDSCAPE AND ARCHITECTURAL PLANS FOR ANYADDITIONAL HARDSCAPE APPLICATIONS.

6. THE CITY AND THE CONSTRUCTION ENGINEER SHALL BE NOTIFIED AT LEAST 48HOURS PRIOR TO ANY WORK WITHIN THE STREET RIGHT OF WAY (SIDEWALK,STREET OR DRIVEWAYS)

7. MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONECALL" PRIOR TO COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUNDWORK.

8. SEE CONTRACT SPECIFICATIONS FOR ANY REMOVAL DETAILS.

9. ANY SIGN OR FIXTURES REMOVED WITH IN THE RIGHT OF WAY OR AS PART OF THESITE WORK SHALL BE REPLACED BY THE CONTRACTOR IN ACCORDANCE WITH THECITY REQUIREMENTS. THE CONTRACTOR SHALL PRESERVE AND MAINTAIN ANYEXISTING STREET LIGHTS AND TRAFFIC SIGNS PER THE REQUIREMENTS OF THE CITY.

10. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TOGRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALLCLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THECONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELYESTABLISHED UPON REMOVAL. (SEE SHEET C3-1)

11. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN ALL PERMITS FROM THE CITY ASREQUIRED FOR ALL WORK WITH THE STREET AND PUBLIC RIGHT OF WAY.

12. A SIGNIFICANT PORTION OF SITE IMPROVEMENTS NOT SHOWN ON THIS SHEET AREDESCRIBED AND PROVIDED IN FURTHER DETAIL ON THE ARCHITECTURAL ANDLANDSCAPE PLANS. THIS INCLUDES LANDSCAPING, LIGHTING AND OTHER FIXTURES.

13. B612 CONCRETE CURB AND GUTTER SHALL BE INSTALLED AT THE EDGE OF ALLCOMMON DRIVES AND PARKING LOTS.

14. CONSTRUCTION NOTES:A. PEDESTRIAN RAMPS SHALL BE PROVIDED AT THE LOCATIONS SHOWN AND AS

SHOWN PER THE LANDSCAPE SITE PLANS.B. THE CONTRACTOR SHALL SAW-CUT BITUMINOUS AND CONCRETE PAVEMENTS

AS REQUIRED PER THE SPECIFICATIONS. REMOVE EXISTING CURB AND GUTTERAND INSTALL B618 CONCRETE CURB AND GUTTER.

15. SEE SHEETS C3-1 AND C4-1 FOR GRADING AND UTILITIES.

16. ALL CONCRETE CURB AND GUTTER B612, CITY'S STANDARD PLATES. (SEE DETAILSHEET).

17. THE INTENT OF THE PROPOSED CONSTRUCTION IS TO PRESERVE AS MUCH OF THEEXISTING STREET PAVEMENT AS POSSIBLE, AND TO MILL AND OVERLAY. REMOVEDPAVEMENT AREAS AND PATCHING SHALL BE INSTALLED PER PAVEMENT SECTIONPROVIDED PER DETAIL SHEET.

PAVEMENT LEGEND:

CONCRETE PAVEMENT

CONCRETE SIDEWALK

SITE PLAN

C2-1

Review Date

SHEET INDEX

License No.

Date

I hereby certify that this plan, 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.

PJ Disch - PE

49933

Project Lead

Drawn By

Checked By

Loucks Project No.

07/10/2015

15186A

MJS

PJD

PJD

SCALE IN FEET

0 20 40

LOUCKS

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763.424.5505

www.loucksinc.com

PLANNING

CIVIL ENGINEERING

LAND SURVEYING


ENVIRONMENTAL













CADD QUALIFICATION

SUBMITTAL/REVISIONS


QUALITY CONTROL

Arlington Row

Apartments

West

St. Louis Park, MN

Melrose Company

22375 Murray Street

Excelsior, MN 55331







C2-1 SITE PLAN

C3-1 GRADING PLAN

C3-2 SWPPP


C4-2 STORM SEWER

C8-1 DETAILS

C8-2 CITY DETAILS

L1-1 LANDSCAPE PLAN


GENERAL NOTES

CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND

BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE

OF WORK.

VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE

LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN

AND/OR INTENT OF THE PROJECT'S LAYOUT.

ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE

WORK OR MATERIALS SUPPLIED.

CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES,

LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME

SHALL BE REPAIRED AT NO COST TO THE OWNER.

CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND

ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE

CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE).

ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH

ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN.

EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING

ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS.

CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION

AND NOTIFY LANDSCAPE ARCHITECT OF SAME.

THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS

ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED

TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY

CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT.

LANDSCAPE INSTALLATION:

COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING

INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE.

NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND

CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.

WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED

SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC.

SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS

NOTED TO RECEIVE SOD. SEED SHALL BE INSTALLED AND MULCHED AS PER

MNDOT SPECS.

SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE

LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS.

ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE

STAKED TO THE GROUND.

ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE

AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF

NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT

LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH.

ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN

BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND

BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE

FINISHED GRADE.

ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES

SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM,

NATURAL TO THE SPECIES, WITHOUT PRUNING.

PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN

QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES.

NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL

IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE

CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION.

ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON

PLAN.

ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE

NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE

ARCHITECT MUST BE NOTIFIED.

ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A

27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER

THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR

SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR

27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN

ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE

SAUCER.

ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS,

AND/OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OF PLANTING SOIL

CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEAT OR MANURE

AND 10 PARTS SAND.

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

FLAGGING AND LABELS FROM PLANTS.

WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN

CALIPER THAN THE TREE BEING 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 AFTER 5-1.

BLACK POLY EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND

ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE.

ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP

SHREDDED HARDWOOD MULCH WITH NO WEED BARRIER.

ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP SHREDDED HARDWOOD

MULCH AND FIBER MAT WEED BARRIER.

ALL TREES TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH WITH NO

MULCH IN DIRECT CONTACT WITH TREE TRUNK.

SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER

MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS.

MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS

SPECIFIED/INDICATED ON DRAWING OR IN SPECIFICATION.

IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY

DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER

SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT,

SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE

ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT

AND/OR INSTALLATION.

CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER

ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS.

CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL

NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY

ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER

ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE

PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING,

FERTILIZATION AND DISEASE/PEST CONTROL.

CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE

CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE.

WARRANTY (ONE FULL GROWING SEASON) FOR LANDSCAPE MATERIALS

SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE

ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE

MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED.

UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT

MATERIAL INSTALLATION AND SEED/SOD PLACEMENT IS FROM THE TIME

GROUND HAS THAWED TO JUNE 15.

FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1.

FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN

THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS

PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS

PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE

THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE

APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT.

PROTECT ALL EXISTING OAKS ON SITE SCHEDULED TO REMAIN. IF EXISTING

OAKS ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE

ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED

IMMEDIATELY AFTER WOUNDING. OAKS ARE NOT TO BE PRUNED, REMOVED

OR TRANSPLANTED BETWEEN APRIL 15 AND JULY 1. NOTIFY LANDSCAPE

ARCHITECT IF THESE DATES ARE UNAVOIDABLE.

LANDSCAPE CONTRACTOR SHALL ESTABLISH TO HIS SATISFACTION THAT

SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR

PROPER DRAINAGE AT AND AROUND THE BUILDING SITE.

IRRIGATION NOTES:

VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM

COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS.

LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN

IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE

OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE

ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE

LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL

SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY,

INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING

FOUNDATION.

THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN

IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS

AND TO PLANT MATERIAL GROWTH REQUIREMENTS.

IRRIGATION SYSTEM IS NOT TO SPRINKLE ACROSS PAVEMENT. THE SYSTEM

SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM.

PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED

REGULARLY UNTIL PLANTING/SOD/SEED HAS BEEN ESTABLISHED.

N

Review Date

SHEET INDEX

License No.

Date



I am a duly Licensed Landscape Architect under the laws

of the State of Minnesota.

Timothy J. Fedie - LA

48303

Project Lead

Drawn By

Checked By

Loucks Project No. 15186A

MJS

TJF

TJF

LANDSCAPE

PLAN

L1-1

SOD

CONIFEROUS SHRUBS - #5 POT

TAUNTON SPREADING YEW

PERENNIALS - #1 POT

SEDUM

Sedum spp.

Hemerocallis sp.

DAYLILY

Taxus x media 'Taunton'

Hydrangea spp.

GRO LOW SUMAC

Rhus aromatica 'Gro Low'

Diervilla sessilifolia 'Butterfly'

DOGWOOD

Cornus spp.

HYDRANGEA

BUTTERFLY BUSH

ORNAMENTAL TREES - 3.0" CAL.

Malus spp.

FLOWERING CRABAPPLE

JAPANESE TREE LILAC

Syringa reticulata

Picea densata

Pinus nigra

BLACK HILLS SPRUCE

AUSTRIAN PINE

SYMBOL

DECIDUOUS SHADE TREES - 3.5" CAL.

Ulmus americana 'Valley Forge'

CONIFEROUS TREES - 8' HT.

SKYLINE HONEYLOCUST

Gleditsia triacanthos var. inermis 'Skycole'

RED SUNSET MAPLE

Quercus bicolor

VALLEY FORGE ELM

BICOLOR OAK

Acer rubrum 'Red Sunset'

PLANT TYPE / POTENTIAL SPECIES LIST

DECIDUOUS SHRUBS - #5 POT

PLANT TYPE / POTENTIAL SPECIES LISTSYMBOL PLANT TYPE / POTENTIAL SPECIES LISTSYMBOL

KARL FOERSTER GRASS

Calamagrostis acutiflora 'Karl Foerster'

PLANT PALETTE:

HOSTA

Hosta spp.

LANDSCAPE PLAN:

LANDSCAPE REQUIREMENTS:

1 TREE PER UNIT (25% MUST BE DECIDUOUS AND 25% MUST BE DECIDUOUS)

6 SHRUBS PER 1,000 SF OF GROSS FLOOR AREA

PROPOSED UNITS = 34 GROSS FLOOR AREA = 29,600 SF

TREES REQUIRED = 34

TREES PROPOSED = 20 OVERSTORY, 14 CONIFEROUS, 5 ORNAMENTAL (2:1)

EXISTING TREES = 15

TOTAL TREES PROPOSED = 51

SHRUBS REQUIRED = 178

SHRUBS PROPOSED = 178

TREE MITIGATION REQUIREMENTS = 129 CALIPER INCHES

DECIDUOUS TREES PROPOSED = 85 CALIPER INCHES

CONIFEROUS TREES PROPOSED = 46 CALIPER INCHES (8'x.415)

TOTAL PROPOSED = 131 CALIPER INCHES

SIXTEEN CANDLES CLETHRA

Clethra alnifolia 'Sixteen Candles'

DWARF ARCTIC BLUE WILLOW

Salix purpurea 'Nana'

DORA CALCULATIONS:

SITE AREA = 60,871 SQ.FT.

DORA REQUIRED (12% OF SITE AREA) = 7,305 SQ.FT.

DORA PROPOSED = 7,406 SQ.FT. OR 12.2%

(MARKED ON PLAN WITH HATCH)

LOUCKS

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763.424.5505

www.loucksinc.com

PLANNING

CIVIL ENGINEERING

LAND SURVEYING


ENVIRONMENTAL













CADD QUALIFICATION

SUBMITTAL/REVISIONS


QUALITY CONTROL

Arlington Row

Apartments

West

St. Louis Park, MN

Melrose Company

22375 Murray Street

Excelsior, MN 55331







C2-1 SITE PLAN

C3-1 GRADING PLAN

C3-2 SWPPP


C4-2 STORM SEWER

C8-1 DETAILS

C8-2 CITY DETAILS

L1-1 LANDSCAPE PLAN


N

Review Date

SHEET INDEX

License No.

Date



I am a duly Licensed Landscape Architect under the laws

of the State of Minnesota.

Timothy J. Fedie - LA

48303

Project Lead

Drawn By

Checked By

Loucks Project No. 15186A

MJS

TJF

TJF

TREE INVENTORY PLAN:

TREE MITIGATION REQUIREMENTS:

TOTAL CALIPER INCHES = 502

CALIPER INCHES TO BE REMOVED = 264

CALIPER INCHES TO BE SAVED = 238

((264/502)-0.2) x 1.5 x 264 = 129

129 CALIPER INCHES REQUIRED FOR MITIGATION

REFER TO LANDSCAPE PLAN FOR QUANTITY AND

LOCATION OF PROPOSED TREES.

TREE

INVENTORY

PLAN

L2-1

arlington row - st. louis park, mn

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