IRVINE RESIDENCE - Saint Paul, Minnesota · PROPOSED PRIMARY STRUCTURE; WOOD FRAME PROPOSED ... cable into the public right of way to accommodate utility ... IRVINE RESIDENCE HPC

321 IRVINE AVE

Scale:

1NTS

SITE IN CONTEXT

Scale:

2NTS

MODEL

Scale:

3NTS

EXISITING STREET VIEW

Scale:

4NTS

PROPOSED STREET VIEW

sheet title

sheet number

drawn by:

scale:

date:

project:

license no: date:

signature:

print name:

rev no. date description

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

Landscape Architect under the laws of the

State of Minnesota.

The designs shown and described herein

including all technical drawings, graphics and

specifications thereof, are proprietary and

cannot be copied, duplicated or commercially

exploited, in whole or in part, without the

express written permission of Coen+Partners.

These designs are available for limited

review and evaluation by clients, consultants,

government agencies, vendors and

contractors only in accordance with this

notice.

© Coen+Partners 2011. All rights reserved.

SHANE COEN

xx XX-XX-XXXX

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ARCHITECT

SALMELA ARCHITECT

630 W 4th St, Duluth, MN 55806

(218) 724-7517

http://www.salmelaarchitect.com/

LANDSCAPE ARCHITECT

COEN + PARTNERS

400 1st avenue north suite 210

minneapolis mn 55401

t 612.341.8070 f 612.339.5907

www.coenpartners.com

1 08 19 2014 SITE PLAN REVIEW

2 09 22 2014 SITE PLAN REVIEW REVISION

3 10 02 2014 HPC FORMAL REVIEW

IRVINE RESIDENCE

11 13 2014

HPC FORMAL REVIEW

WJ

AS SHOWN

4 11 13 2014 HPC FORMAL REVIEW REVISION

COVER SHEET

000

PROPERTY LINE

PROPERTY LINE

SIDE SETBACK

UTILITY EASEMENT

DRAINAGE AND

UTILITY EASEMENT

NEIGHBORING FENCE

POWER POLE

BACK YARD SETBACK

NEIGHBORING FENCE

FRONT YARD SETBACK

RETAINING WALL

CONCRETE RIBBON CURB

CATCH BASIN

E2

MANHOLE

CATCH BASIN

UNKNOWN MANHOLE

CATCH BASIN

POWER POLE

WATER LINE

GAS LINE

PROPERTY LINE

CONCRETE CURB AND GUTTER

PRIVATE EXISTING

STORM SEWER PIPE

EXISTING TREE TO BE

REMOVED, TYP.

NO CLASS 1 OR HERITAGE TREE

SPECIES EXIST ON THE SITE

HACKBERRY

BOX ELDER

BOX ELDER

BOX ELDER

BOX ELDER

BOX ELDER

BOX ELDER

BLACK LOCUST

8

'-

3

1

/

2

"

2

5

'

-

0

"

2

5

'

-

0

"

1

0

'

-

0

"

5

'

-

0

"

1

5

'

-

1

"

NEOPRENE ADAPTER

CONNECTION TO SEWER LINE

E1

STORM SEWER LINE

E3

E1

E2

0

NORTH

5 10 20

1" = 10'-0"

one inch equals ten feet

Scale:

11" = 10'-0"

EXISTING CONDITIONS / REMOVALS

REMOVALS NOTES

1. ALL TEMPORARY EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO

ANY REMOVAL WORK AND MUST BE MAINTAINED UNTIL PERMANENT EROSION

CONTROL MEASURES HAVE BEEN COMPLETELY IMPLEMENTED AND

ESTABLISHED.

2. INSTALL SILT FENCING AROUND THE PERIMETER OF THE LIMITS OF WORK AND

MAINTAIN UNTIL PERMANENT EROSION CONTROL IS ESTABLISHED. ALL SILT

FENCE MUST HAVE ORANGE GEOTEXTILE FABRIC WITH STEEL POSTS. MACHINE

SLICING OF SILT FENCE AROUND OR UNDER TREES WILL NOT BE PERMITTED.

SILT FENCE AROUND OR UNDER TREES MUST BE HAND PLACED AND FASTENED

TO THE GROUND WITH STAPLES.

3. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE EROSION CONTROL

REQUIREMENTS OF THE SITE AND FOR INSTALLING AND MAINTAINING EROSION

CONTROL MEASURES WHERE NEEDED, EVEN IF THEY ARE NOT INDICATED ON

THE DRAWINGS.

4. INLET PROTECTION (SILT FENCE BARRICADES, SILT SACKS, RISER PIPES, OR

FILTER FABRIC AND GRAVEL) MUST BE INSTALLED IN ALL EXISTING AFFECTED

CATCH BASINS PRIOR TO ANY REMOVAL WORK AND IN ALL NEW CATCH BASINS

IMMEDIATELY AFTER CATCH BASIN INSTALLATION.

5. ADJACENT STREETS, ALLEYS, AND PROPERTIES MUST BE SWEPT TO KEEP THEM

FREE OF SEDIMENT AND MATERIALS TRACKED, BLOWN, OR WASHED FROM THE

SITE. CONTRACTOR MUST MONITOR CONDITIONS AND SWEEP AS NEEDED OR

WITHIN 24 HOURS NOTICE BY THE LANDSCAPE ARCHITECT. SWEEPING IS

INCIDENTAL TO THE PROJECT.

6. CONTRACTOR MUST MAINTAIN DUST CONTROL FOR THE SITE AT ALL TIMES AND

PROVIDE WATERING TRUCKS AS NEEDED OR WITHIN 24 HOURS NOTICE BY THE

LANDSCAPE ARCHITECT. DUST CONTROL IS INCIDENTAL TO THE PROJECT.

7. WHERE DISTURBED SOILS WILL LAY EXPOSED FOR MORE THAN 21 DAYS, THE

CONTRACTOR MUST SEED WITH A TEMPORARY COVER CROP TO PREVENT

EROSION. TEMPORARY SEED MIX MUST BE APPROVED BY THE LANDSCAPE

ARCHITECT. TEMPORARY SEEDING IS INCIDENTAL TO THE PROJECT.

8. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SECURING THE SITE AND

PROVIDING PROTECTION FROM THE WORK FOR THE PUBLIC. ALL OPEN

EXCAVATIONS AND OTHER HAZARDS MUST BE FENCED.

9. THE RELOCATION AND/OR PROTECTION OF ALL EXISTING UTILITIES MUST BE

COORDINATED BY THE CONTRACTOR AND ANY COSTS FOR SUCH WORK IS THE

RESPONSIBILITY OF THE CONTRACTOR. NO ADDITIONAL COMPENSATION WILL BE

ALLOWED FOR EXTRA TIME AND EFFORT OR PROVISIONS NECESSARY TO WORK

AROUND ANY UTILITIES.

E1 SILT FENCE

E2 BIO ROLL INLET PROTECTION

E3 CONSTRUCTION ENTRANCE

sheet title

sheet number

drawn by:

scale:

date:

project:

license no: date:

signature:

print name:






State of Minnesota.











notice.


SHANE COEN

xx XX-XX-XXXX

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ARCHITECT

SALMELA ARCHITECT


(218) 724-7517


LANDSCAPE ARCHITECT

COEN + PARTNERS



t 612.341.8070 f 612.339.5907





IRVINE RESIDENCE

11 13 2014

HPC FORMAL REVIEW

WJ

AS SHOWN


EXISTING CONDITIONS / REMOVALS

L000

1

6

'

-

4

1

/

2

"

1'-4"

2

2

'

-

0

"

8"

5

'

-

0

"

1'-4"

2

7

'

-

1

1

/

2

"

1'-4"

8

'

-

4

"

3

'

-

0

"

1

0

'

-

0

"

T

Y

P

.

1

0

'

-

0

"

2'-0"

1'-4"

4'-5 3/4"

1'-0"

5

'

-

0

"

6'-0" TYP.

4

6

'

-

6

"

1'-3"

4'-0 5/8"

9

'

-

0

"

T

Y

P

.

1'-3"

6'-0" TYP.

2

4

'

-

0

"

1

2

'

-

8

"

2'-0"

4

'

-

0

"

6

'

-

0

"

6

'

-

4

"

2

4

'

-

0

"

5

'

-

8

"

8

'

-

5

5

/

8

"

4

'

-

0

"

1

8

'

-

2

1

/

2

"

2'-5 3/4"

9

'

-

0

"

T

Y

P

.

5

6

'

-

2

1

/

2

"

2

5

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"

F

R

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Y

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S

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B

A

C

K

6

'

-

0

"

5

6

'

-

8

"

1

0

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-

0

"

1'-4"

4

'

-

5

"

1'-0" TYP.

2

'

-

0

"

T

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.

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1

5

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1

/

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"

8

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3

1

/

2

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P

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I

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A

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E

X

I

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I

N

G

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O

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W

E

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P

I

P

E

1

0

'

-

0

"

M

I

N

.

3

'

-

1

"

0

NORTH

5 10 20

1" = 10'-0"


Scale:

11" = 10'-0"

SITE LAYOUT PLAN

PROPOSED PRIMARY STRUCTURE; WOOD FRAME

PROPOSED CARRIAGE HOUSE; WOOD FRAME

RETAINING WALL, TYP., MASONRY

ENTRY FENCE AND GATE

DRIVEWAY

SITE AREA: 9992 SQFT

BUILDING COVERAGE: 18.4%

IMPERVIOUS COVERAGE: 41.9%

CONNECTION TO WATER LINE, 2" PVC

INSPECTION CONTACT:

The developer shall contact the Right of Way inspector Long Yang, (651) 485-4398 (one

week prior to beginning work) to discuss traffic control, pedestrian safety and

coordination of all work in the public right of way. Note: If a one week notice is notprovided to the City, any resulting delays shall be the sole responsibility of theContractor.

SAFE WORK SITE REQUIREMENTS:

The Contractor shall provide a continuous, accessible and safe pedestrian walkway that

meets ADA and MN MUTCD standards if working in a sidewalk area, and traffic control

per MN MUTCD requirements for work in the public right of way.

NO PRIVATE FACILITIES IN THE RIGHT OF WAY:

The developer is strictly prohibited from installing private electrical wiring, conduit,

receptacles and/or lighting in the City's Right of Way. This includes stubbing conduit or

cable into the public right of way to accommodate utility feeds to the site. Coordinate with

each utility prior to construction to determine feed points into the property. Utilities are

responsible for securing excavation permits to run their service into a site, and (where

required) submitting plans for review by the Public Works Utility Review Committee.

CITY OF ST. PAUL PERMIT REQUIREMENTS:

ORDERING OBSTRUCTION AND EXCAVATION PERMITS:

Contact Public Works Right of Way Service Desk at (651) 266-6151. It is strongly

recommended that contractors call for cost estimates prior to bidding to obtain accurate

cost estimates.

OBSTRUCTION PERMITS:

The contractor must obtain an Obstruction Permit if construction (including silt fences)

will block City streets, sidewalks or alleys, or if driving over curbs.

EXCAVATION PERMITS:

All digging in the public right of way requires an Excavation Permit. If the proposed

building is close to the right of way, and excavating into the right of way is needed to

facilitate construction, contact the utility inspector.

FAILURE TO SECURE PERMITS:

Failure to secure Obstruction Permits or Excavation Permits will result in a double-permit

fee and other fees required under City of St. Paul Legislative Codes.

REQUIREMENTS TO WORK IN THE PUBLIC RIGHT OF WAY:

All utilities and contractors working in the public right of way must be registered.

CONNECTION TO SEWER LINE, 6" PVC

UTILITY NOTES

sheet title

sheet number

drawn by:

scale:

date:

project:

license no: date:

signature:

print name:






State of Minnesota.











notice.


SHANE COEN

xx XX-XX-XXXX

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HP

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32

1 IR

VIN

E A

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AU

L, M

N 5

51

02

ARCHITECT

SALMELA ARCHITECT


(218) 724-7517


LANDSCAPE ARCHITECT

COEN + PARTNERS



t 612.341.8070 f 612.339.5907





IRVINE RESIDENCE

11 13 2014

HPC FORMAL REVIEW

WJ

AS SHOWN


SITE LAYOUT PLAN

L100

859.00

851.00 TOW

846.21 BOW

1

0

.

8

%

854.00

854.00 TOW

846.21 BOW

857.00 TOW

847.00 BOW

854.00 TOW

847.00 BOW

851.00 TOW

849.50 BOW

862.60 TOW

858.50 BOW

868.66

876.00 TOW

868.66 BOW

876.00 TOW

870.16 BOW

870.16

847.50 BOS

868.66 BOS

ROOF DRAIN,

CONNECTION TO SITE DRAINAGE

ROOF DRAIN

CONNECTION TO SITE DRAINAGE

DRY WELL FOR INFILTRATION

OVERFLOW TO STREET

DAYLIGHT FRENCH DRAIN

AT RETAINING WALL

870.16

876.00 TOW

870.16 BOW

868.66

859.00

849.34 GARAGE (1ST FLOOR) F.F.E.

0

NORTH

5 10 20

1" = 10'-0"


Scale:

11" = 10'-0"

GRADING AND DRAINAGE PLAN

FRENCH DRAIN

SLOT DRAIN

PIPE

DRY WELL

GRADING NOTES

1. PROVIDE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES AT

ALL TIMES.

2. ALL DESIGN CONTOURS AND PROPOSED ELEVATIONS INDICATED ARE TO FINISH

GRADE UNLESS OTHERWISE NOTED.

3. THE CONTRACTOR SHALL ACCOUNT FOR ALL IMPORTED SURFACE AND

PLANTING MATERIALS IN DETERMINING EARTHWORK REQUIREMENTS.

4. GRADING OPERATIONS MUST MINIMIZE THE POTENTIAL FOR EROSION.

5. NO GRADING, STOCKPILING OF MATERIALS, OR STAGING IS PERMITTED OUTSIDE

THE LIMITS OF WORK.

6. PRIOR TO ROUGH GRADING THE SITE, THE CONTRACTOR MUST REMOVE ALL

TOPSOIL IN AREAS TO BE DISTURBED AND STOCKPILE ON SITE FOR FUTURE USE.

EXCESS TOPSOIL MUST BE REMOVED FROM THE SITE AFTER FINISH GRADING AT

THE CONTRACTOR'S EXPENSE.

7. THE EARTHWORK FOR THE SITE IS ANTICIPATED TO PRODUCE AN EXCESS OF

MATERIAL. THE CONTRACTOR MUST REMOVE ALL EXCESS MATERIAL FROM THE

SITE AND DISPOSE OF IT AT THE CONTRACTOR'S EXPENSE.

8. NO TOPSOIL SHALL BE REMOVED FROM RESTORATION AREAS WITHOUT

APPROVAL FROM THE LANDSCAPE ARCHITECT AND RESTORATION

CONTRACTOR.

9. TOPSOIL COMPACTED BY CONSTRUCTION TRAFFIC IN RESTORATION AREAS

SHALL BE LOOSENED UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT

AND RESTORATION CONTRACTOR.

sheet title

sheet number

drawn by:

scale:

date:

project:

license no: date:

signature:

print name:






State of Minnesota.











notice.


SHANE COEN

xx XX-XX-XXXX

IR

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HP

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32

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L, M

N 5

51

02

ARCHITECT

SALMELA ARCHITECT


(218) 724-7517


LANDSCAPE ARCHITECT

COEN + PARTNERS



t 612.341.8070 f 612.339.5907





IRVINE RESIDENCE

11 13 2014

HPC FORMAL REVIEW

WJ

AS SHOWN


GRADING AND DRAINAGE PLAN

L200

G5

T2

G2

G1

T1

T3

G6

G3

G2

G1

G3

G4

T1

W1

W6

W5

W2

W3

W4

S1

S2

W7

G8

S3

G7

P1

P2

P1

P3

P4

P2

0

NORTH

5 10 20

1" = 10'-0"


Scale:

11" = 10'-0"

LANDSCAPE PLAN

PLANTINGS - TREES

KEY SPECIES SIZE

QTY

COMMENTS

T1

Betula nigra

River Birch

2 1/2" BB 21 Single stem. Trees must be full

form and maturing. Landscape

Architect to approve trees prior to

delivery to site.

T2

Flowering Ornamental Tree Specimen 1 Specimen tree to be selected by

Landscape Architect. Trees must

be full form and maturing.

Landscape Architect to approve

trees prior to delivery to site.

T3

Pinus strobus

White Pine

10' 10 Trees must be full form and

maturing. Landscape Architect to

approve trees prior to delivery to

site.

PLANTINGS - SHRUBS AND PERENNIALS

KEY SPECIES SIZE

QTY

COMMENTS

G1

Galium odoratum

Sweet Woodruff

6 PK 310 Plant 12" O.C. in grid pattern.

G2

Astilbe japonica

'Deutschland Deutschland

Astilbe

#1

container

136 Plant 18" O.C. in grid pattern.

G3

Fern adiantum pedatum

Northern Maidenhair Fern

#1

container


G4

Liatris spicata 'Floristan

White' Liatris Floristan White

#1

container


G5

Hydrangea arborescens

'Annabelle' Annabelle

Hydrangea

#5

container


G6

Shady Woodland Seed Mix

by Prairie Moon

1874 sqft Seeded over erosion control

blanket for slope stabilization

G7

Mixed Height Praire Seed

Mix by Prairie Moon

840 sqft Seeded over erosion control

blanket for slope stabilization

G8

Vaccinium angustifolium

Lowbush Blueberry

#1

container


WALL

KEY DESCRIPTION COMMENTS

W1

Concrete Retaining Wall Front yard, parallel to street. Refer to L600/1 for

detail.

W2

Concrete Retaining Wall Front yard, east of entry stairs. Refer to L600/2

for detail.

W3

Concrete Retaining Wall Front yard, east of entry garden. Refer to L600/3

for detail.

W4

Concrete Retaining Wall Back yard. Refer to L600/4 for detail.

W5

Concrete Retaining Wall West of driveway. Refer to L600/5 for detail.

W6

Perforated Metal Wall West of entry stairs. Refer to L600/2 for detail.

W7

Metal Wall Main entry court. Refer to L600/6 for detail.

SITE ELEMENTS


S1

Perforated Metal Gate Front entry. Refer to L502/1 for elevation.

S2

Concrete Bench Back yard. Refer to L600/7 for detail.

S3

Perforated Metal Gate Back yard. Refer to L503/1 for elevation.

sheet title

sheet number

drawn by:

scale:

date:

project:

license no: date:

signature:

print name:






State of Minnesota.











notice.


SHANE COEN

xx XX-XX-XXXX

IR

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CE

HP

C F

OR

MA

L R

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1 IR

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E A

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AU

L, M

N 5

51

02

ARCHITECT

SALMELA ARCHITECT


(218) 724-7517


LANDSCAPE ARCHITECT

COEN + PARTNERS



t 612.341.8070 f 612.339.5907





IRVINE RESIDENCE

11 13 2014

HPC FORMAL REVIEW

WJ

AS SHOWN


LANDSCAPE PLAN

L400

1

L

5

0

0

2

L

5

0

0

1

L

5

0

2

1

L

5

0

1

2

L

5

0

2

3

L

5

0

2

1

L

5

0

3

2

L

5

0

3

3

L

5

0

3

SURFACING


P1

Concrete cobble pavers, limestone grey,

4"x4"

Front yard, entry court, back yard

P2

Aggregate Back yard, front yard planting maintenance strip

P3

Beach pebbles North and east of site retaining walls

P4

Concrete paving Stairs

2

L

5

0

1

854.00

859.00

868.66

870.16

TOW857.00

TOW854.00

TOW851.00

846.00

TOW876.00

TOW857.00

TOW854.00

TOW854.00

Scale:1 3/16" = 1'-0"SECTION 1-1

Scale:2 3/16" = 1'-0"SECTION 2-2

sheet title

sheet number

drawn by:

scale:

date:

project:

license no: date:

signature:

print name:






State of Minnesota.











notice.


SHANE COEN

xx XX-XX-XXXX

IR

VIN

E R

ES

ID

EN

CE

HP

C F

OR

MA

L R

EV

IE

W

32

1 IR

VIN

E A

VE

, S

T. P

AU

L, M

N 5

51

02

ARCHITECT

SALMELA ARCHITECT


(218) 724-7517


LANDSCAPE ARCHITECT

COEN + PARTNERS



t 612.341.8070 f 612.339.5907





IRVINE RESIDENCE

11 13 2014

HPC FORMAL REVIEW

WJ

AS SHOWN


SITE SECTIONS

L500

1L600

6L600

7L600

8L600

5L600

2L600

3L600

9L601

TOS854.00

TOS847.50

TOS859.00

SLOPE1/8" ZINC PANEL, CUSTOMPERFORATION, REFER TO L502/1FOR ELEVATION

4" 4"2"

1'-0"1 1/2"

6"6"

4"2"

2'-0"1 1/2"

6"6"

6" TYP. 1'-0" TYP. 6" TYP.

5'-0"

4'-0

"

TOW857.00

ART WALL BEYOND, SEE L502/2FOR ELEVATION JOINT

CIP CONCRETE STAIRS

TOS870.16

TOS868.66

AGGREGATE PAVING

CIP CONCRETE STAIRS

4"2"

1'-0"1 1/2"

SLOT DRAIN

CONCRETE FOOTING, REFER TOSTRUCTURAL FOR REBAR

1'-0"

2'-0"6" 6"

Scale:1 1/2" = 1'-0"FRONT ENTRY STAIRS & GATE SECTION

sheet title

sheet number

drawn by:

scale:

date:

project:

license no: date:

signature:

print name:






State of Minnesota.











notice.


SHANE COEN

xx XX-XX-XXXX

IR

VIN

E R

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ID

EN

CE

HP

C F

OR

MA

L R

EV

IE

W

32

1 IR

VIN

E A

VE

, S

T. P

AU

L, M

N 5

51

02

ARCHITECT

SALMELA ARCHITECT


(218) 724-7517


LANDSCAPE ARCHITECT

COEN + PARTNERS



t 612.341.8070 f 612.339.5907





IRVINE RESIDENCE

11 13 2014

HPC FORMAL REVIEW

WJ

AS SHOWN


SECTIONS

L501

Scale:2 1/2" = 1'-0"BACK PATIO STAIRS SECTION

TOW857.00

TOW854.00

4'-4 13/16" TYP.

BOW846.95

22'-0"

7'-0"

1/8" ZINC PANEL WITH 3/8" SQUAREPERFORATION

CONCRETE RETAINING WALLBEYOND

854.00

849.42

TOW851.00

BOW858.50

TOW862.60

CONCRETE RETAINING WALL

3 2 1

TOW857.00

TOW854.00

TOW851.00

846.00

BOW846.95

1'-6 3/4" 3'-5 1/2"3'

-4"

BOW846.21

1'-4"

28'-5 7/16"

1/8" ZINC WITH 3/8" SQUAREPERFORATION

1 1/2"

1/8" ZINC SOLID PANEL

CONCRETE WALL

CONCRETE WALL

3'-1

1 1/

4"

Scale:3 1/2" = 1'-0"EAST RETAINING WALL ELEVATION

sheet title

sheet number

drawn by:

scale:

date:

project:

license no: date:

signature:

print name:






State of Minnesota.











notice.


SHANE COEN

xx XX-XX-XXXX

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ARCHITECT

SALMELA ARCHITECT


(218) 724-7517


LANDSCAPE ARCHITECT

COEN + PARTNERS



t 612.341.8070 f 612.339.5907





IRVINE RESIDENCE

11 13 2014

HPC FORMAL REVIEW

WJ

AS SHOWN


ELEVATIONS

L502

Scale:2 1/2" = 1'-0"ART WALL ELEVATION

Scale:1 1/2" = 1'-0"FRONT WALL / GATE ELEVATION

868.66

871.16

TOW876.00

18'-2 7/16" 4'-0" 8'-5 9/16"


CONCRETE BENCH

TOW854.00

BOW849.34

BOW846.95

22'-5"


TOW876.00

868.66

871.16

21'-7" 3'-0 1/2"

3'-4

1/4

"

1/8" ZINC WITH 3/8" SQUAREPERFORATION


Scale:3 1/2" = 1'-0"WEST RETAINING WALL ELEVATION

sheet title

sheet number

drawn by:

scale:

date:

project:

license no: date:

signature:

print name:






State of Minnesota.











notice.


SHANE COEN

xx XX-XX-XXXX

IR

VIN

E R

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ID

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HP

C F

OR

MA

L R

EV

IE

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32

1 IR

VIN

E A

VE

, S

T. P

AU

L, M

N 5

51

02

ARCHITECT

SALMELA ARCHITECT


(218) 724-7517


LANDSCAPE ARCHITECT

COEN + PARTNERS



t 612.341.8070 f 612.339.5907





IRVINE RESIDENCE

11 13 2014

HPC FORMAL REVIEW

WJ

AS SHOWN


ELEVATIONS

L503

Scale:2 1/2" = 1'-0"BACK WALL ELEVATION

Scale:1 1/2" = 1'-0"BACK PATIO SIDE WALL / GATE ELEVATION

TOW851.00

TOW854.00

TOWVARIES

TOW876.00

BOW868.66

TOW857.00

BOW846.20

BOWVARIES

BOWVARIES

10.8%

SLOPE

4" PERFORATE FOUNDATION DRAINSET IN FREE-DRAINING ROCK;WRAP IN FILTER FABRICS;CONNECT TO SITE DRAINAGE

CIP CONCRETE, REFERSTRUCTURAL FOR REBAR

FILTER FABRIC

1'-4"

849.50

SLOPE

1'-4"



FILTER FABRIC

CIP CONCRETE STAIRS, REFERSTRUCTURAL FOR REBAR

1/8" ZINC CAP

8" GALVANIZED METAL CHANNEL

1/8" ZINC PANEL, CUSTOM PERFORATION,REFER TO L502/2 FOR ELEVATION

BRASS ANGLE W/ PIN TOATTACH PANEL

SCREEN STRUCTUREREFER TO STRUCTURAL



FILTER FABRIC


SLOPE

1'-4"

1'-3"

AGGREGATE MAINTENANCE STRIP

SLOPE

1'-4"

4'-9

3/8

"

7'-4

"



FILTER FABRIC


TOW854.00

TOWVARIES

BOWVARIES

TOW870.16

TOW868.66

BOW859.00

TOW876.00

BOW870.16

SLOPE

1'-4"


FILTER FABRIC


DRY SET CONCRETE PAVERS

868.66



FILTER FABRIC

1/8" ZINC PANEL, CUSTOMPERFORATION

REFER ARCHITECTURAL ANDSTRUCTURAL DWG FOR BRIDGEDETAIL



FILTER FABRIC

SLOT DRAIN, SEE L601/8 FORDETAIL

AGGREGATE PAVING

SLOPE

2'-0"

1'-6

"

SLOPE

1'-4"

5'-1

0"



FILTER FABRIC


4'-0"

sheet title

sheet number

drawn by:

scale:

date:

project:

license no: date:

signature:

print name:






State of Minnesota.











notice.


SHANE COEN

xx XX-XX-XXXX

IR

VIN

E R

ES

ID

EN

CE

HP

C F

OR

MA

L R

EV

IE

W

32

1 IR

VIN

E A

VE

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T. P

AU

L, M

N 5

51

02

ARCHITECT

SALMELA ARCHITECT


(218) 724-7517


LANDSCAPE ARCHITECT

COEN + PARTNERS



t 612.341.8070 f 612.339.5907





IRVINE RESIDENCE

11 13 2014

HPC FORMAL REVIEW

WJ

AS SHOWN


WALL &GATE DETAILS

L600

Scale:1 1/2" = 1'-0"CONCRETE RETAINING WALL 1





Scale:6 1/2" = 1'-0"RETAINING WALL AT ENTRY

Scale:7 1/2" = 1'-0"BENCH / RETAINING WALL AT BACK PATIO

Scale:8 1/2" = 1'-0"CONCRETE RETAINING WALL AT BACK PATIO

COMPACTED GRAVEL SUBBASE

GEOFABRIC TILE

2"6"

1"

PLANTING SOIL

MEXICAN BEACH PEBBLES

EDGING AS SPECIFIED

SAND SETTING BED

3"

RIBBON CURB

FIRST 3 COURSE PAVERSMORTARED TOCONCRETE BASE

SAND SETTING BED

8"6"

COMPACTED GRAVELSUB BASE

3"

1"

1'-0

"


SAND SWEPT JOINTS, TYP.

PRECAST CONCRETE PAVER ASSPECIFIED

1" SAND SETTING BED

4"8" COMPACTED GRAVEL SUB

BASE

PLANTING SOIL 1" BELOWCONCRETE PAVING

CONCRETE PAVING

12" PLANTING SOIL

3" MULCH

3"


PLANTING SOIL 1" BELOWCONCRETE PAVING

AGGREGATE PAVING

12" PLANTING SOIL

3" MULCH

3"8"

3"

EDGING AS SPECIFIED

PRE SLOPED TRENCH DRAINSYSTEM,CONNECT TO SITE DRAINAGESYSTEM,SEE GRADING PLAN

MORTAR PAVERS ADJACENTTO DRAIN

DRYSET STONE PAVERS,SEE DETAILS


3"

1"

1'-3

1/2

"

2"4"

1'-0

" MIN

.

1'-6

"

COMPACTED GRAVEL SUB BASE

PERFORATE DRAIN TILE PIPE.CONNECT TO DRAINAGE SYSTEM FORSITE. DRAIN TO DAYLIGHT

FILTER FABRIC

3"6"

FINISH GRADE4"

7"

8"

1'-3

"


CIP CONCRETE EDGE,REFER STRUCTURAL FORREBAR

1" SAND SETTING BED

PRECAST CONCRETEPAVER AS SPECIFIED

EDGING AS SPECIFIED

12" PLANTING SOIL

3" MULCH

PERENNIAL PLANTING, SEEPLAN FOR SPACING

6"

1'-6

"

ENCASE TRENCH DRAIN INCONCRETE

6"

3"

1"

1'-3

1/2

"6"

6"

PRE SLOPED TRENCH DRAINSYSTEM,CONNECT TO SITE DRAINAGESYSTEM,SEE GRADING PLAN

MORTAR PAVERS ADJACENTTO DRAIN

DRYSET STONE PAVERS,SEE DETAILS


ENCASE TRENCH DRAIN INCONCRETE

TOP SOIL

1-3/4" - 2" WASHED RIVER ROCK INSIDECORREX CONT.

COVER DRY WELL WITH 4"

MIN. TOPSOIL

COARSE AGGREGATE - 3/4"WASHED RIVER ROCK

BACKFILL W/ SANDYSOIL

WRAP TOP OF PIPE WFILTER FABRIC

PRIVATE EXISTING STORM SEWER FROMSUMMIT AVE.

4" PVC OVERFLOW, DAYLIGHTTO STREET

24" DIA. CORRUGATED CORREX CONTAINER- DRILL 3/4" HOLES THROUGHOUT SIDESAPPROX.. EVERY 8" O.C.

2'-0"

8'1'

-0"

1'-0

"

4" MIN

6'-0"

5'-0"

3'-0

"

FILTER FABRIC, TYP

sheet title

sheet number

drawn by:

scale:

date:

project:

license no: date:

signature:

print name:






State of Minnesota.











notice.


SHANE COEN

xx XX-XX-XXXX

IR

VIN

E R

ES

ID

EN

CE

HP

C F

OR

MA

L R

EV

IE

W

32

1 IR

VIN

E A

VE

, S

T. P

AU

L, M

N 5

51

02

ARCHITECT

SALMELA ARCHITECT


(218) 724-7517


LANDSCAPE ARCHITECT

COEN + PARTNERS



t 612.341.8070 f 612.339.5907





IRVINE RESIDENCE

11 13 2014

HPC FORMAL REVIEW

WJ

AS SHOWN


PAVING & EDGING & DRAIN DETAILS

L601

Scale:1 1 1/2" = 1'-0"CONCRETE PAVERS @ DRIVEWAY

Scale:2 1 1/2" = 1'-0"DRY SET CONCRETE PAVERS, TYP.

Scale:3 1 1/2" = 1'-0"CONCRETE PAVING @ PLANTING

Scale:4 1 1/2" = 1'-0"AGGREGATE @ PLANTING

Scale:5 1 1/2" = 1'-0"BEACH PEBBLES @ WILD FLOWER SEED MIX

Scale:6 1 1/2" = 1'-0"CONCRETE PAVERS @ TERRACE EDGE

Scale:7 1 1/2" = 1'-0"ALUMINUM EDGING @ PLANTING

Scale:8 1 1/2" = 1'-0"SLOT DRAIN @ ENTRY TERRACE

Scale:8 1 1/2" = 1'-0"SLOT DRAIN @ BENCH

Scale:10 1/2" = 1'-0"AREA DRY WELL, FRENCH DRAIN OUTLET

Scale:9 1 1/2" = 1'-0"FRENCH DRAIN, TYP.

2 X BALL DIA. MIN. 2 X BALL DIA. MIN.

PREPARED ORUNDISTURBED SUBGRADE

APPROVED PLANTINGSOIL MIX AS SPECIFIED

3" MULCH

WRAP AND PROTECTTREES THROUGHOUTCONSTRUCTION, REMOVETREE WRAPPING AFTER 1YEAR WARRANTY WALKTHROUGH

ROOT BALL REMOVE ALL WIRESCORE ROOT BALL& PULL BACKTOP 1/3 OF BURLAP AND TWINE


APPROVED PLANTINGSOIL MIX AS SPECIFIED

ROOT BALL REMOVEALL WIRE SCOREROOT BALL& PULLBACK TOP 1/3 OFBURLAP AND TWINE

2 X BALL DIA. MIN.

WRAP AND PROTECTTREES THROUGHOUTCONSTRUCTION, REMOVETREE WRAPPING AFTER 1YEAR WARRANTY WALKTHROUGH

APPROVED STRUCTURALSOIL AS SPECIFIED

ROOT BALL REMOVEALL WIRE SCOREROOT BALL& PULLBACK TOP 1/3 OFBURLAP AND TWINE

GEO FABRIC

PAVER EDGING, TYP.

AGGREGATE

3'-0"




18" APPROVED PLANTINGSOIL MIX AS SPECIFIED

3" MULCH

12" APPROVED PLANTINGSOIL MIX AS SPECIFIED

3" MULCH

PERENNIALS, REFER TO L400 FORSPACING

sheet title

sheet number

drawn by:

scale:

date:

project:

license no: date:

signature:

print name:






State of Minnesota.











notice.


SHANE COEN

xx XX-XX-XXXX

IR

VIN

E R

ES

ID

EN

CE

HP

C F

OR

MA

L R

EV

IE

W

32

1 IR

VIN

E A

VE

, S

T. P

AU

L, M

N 5

51

02

ARCHITECT

SALMELA ARCHITECT


(218) 724-7517


LANDSCAPE ARCHITECT

COEN + PARTNERS



t 612.341.8070 f 612.339.5907





IRVINE RESIDENCE

11 13 2014

HPC FORMAL REVIEW

WJ

AS SHOWN


PLANTING DETAILS

L602

Scale:1 3/4" = 1'-0"BIRCH ON SLOPE

Scale:2 3/4" = 1'-0"PINE ON SLOPE

Scale:3 3/4" = 1'-0"ORNAMENTAL TREE IN PAVERS

Scale:4 3/4" = 1'-0"SHRUB PLANTING, TYP.

Scale:5 3/4" = 1'-0"PERENNIAL PLANTING, TYP.

Documents

IRVINE RESIDENCE - Saint Paul, Minnesota · PROPOSED PRIMARY STRUCTURE; WOOD FRAME PROPOSED ... cable into the public right of way to accommodate utility ... IRVINE RESIDENCE HPC