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
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
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:
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
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
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
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
'
-
0
"
F
R
O
N
T
Y
A
R
D
S
E
T
B
A
C
K
6
'
-
0
"
5
6
'
-
8
"
1
0
'
-
0
"
1'-4"
4
'
-
5
"
1'-0" TYP.
2
'
-
0
"
T
Y
P
.
P
R
O
P
E
R
T
Y
L
I
N
E
P
R
O
P
E
R
T
Y
L
I
N
E
S
I
D
E
S
E
T
B
A
C
K
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
D
R
A
I
N
A
G
E
A
N
D
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
B
A
C
K
Y
A
R
D
S
E
T
B
A
C
K
F
R
O
N
T
Y
A
R
D
S
E
T
B
A
C
K
P
R
O
P
E
R
T
Y
L
I
N
E
2
5
'
-
0
"
B
A
C
K
Y
A
R
D
S
E
T
B
A
C
K
1
5
'
-
0
1
/
4
"
8
'-
3
1
/
2
"
P
R
I
V
A
T
E
E
X
I
S
T
I
N
G
S
T
O
R
M
S
E
W
E
R
P
I
P
E
1
0
'
-
0
"
M
I
N
.
3
'
-
1
"
0
NORTH
5 10 20
1" = 10'-0"
one inch equals ten feet
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:
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
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
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
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"
one inch equals ten feet
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:
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
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
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
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"
one inch equals ten feet
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
310 Plant 12" O.C. in grid pattern.
G4
Liatris spicata 'Floristan
White' Liatris Floristan White
#1
container
51 Plant 18" O.C. in grid pattern.
G5
Hydrangea arborescens
'Annabelle' Annabelle
Hydrangea
#5
container
36 Plant 36" O.C. in grid pattern.
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
275 Plant 24" O.C. in grid pattern.
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
KEY DESCRIPTION COMMENTS
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:
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
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
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
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
KEY DESCRIPTION COMMENTS
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:
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
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
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
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:
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
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
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
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:
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
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
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
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 RETAINING WALL
CONCRETE BENCH
TOW854.00
BOW849.34
BOW846.95
22'-5"
CONCRETE RETAINING WALL
TOW876.00
868.66
871.16
21'-7" 3'-0 1/2"
3'-4
1/4
"
1/8" ZINC WITH 3/8" SQUAREPERFORATION
CONCRETE RETAINING WALL
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:
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
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
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
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"
4" PERFORATE FOUNDATION DRAINSET IN FREE-DRAINING ROCK;WRAP IN FILTER FABRICS;CONNECT TO SITE DRAINAGE
CIP CONCRETE, REFERSTRUCTURAL FOR REBAR
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
4" PERFORATE FOUNDATION DRAINSET IN FREE-DRAINING ROCK;WRAP IN FILTER FABRICS;CONNECT TO SITE DRAINAGE
CIP CONCRETE, REFERSTRUCTURAL FOR REBAR
FILTER FABRIC
4" PERFORATE FOUNDATION DRAINSET IN FREE-DRAINING ROCK;WRAP IN FILTER FABRICS;CONNECT TO SITE DRAINAGE
SLOPE
1'-4"
1'-3"
AGGREGATE MAINTENANCE STRIP
SLOPE
1'-4"
4'-9
3/8
"
7'-4
"
4" PERFORATE FOUNDATION DRAINSET IN FREE-DRAINING ROCK;WRAP IN FILTER FABRICS;CONNECT TO SITE DRAINAGE
CIP CONCRETE, REFERSTRUCTURAL FOR REBAR
FILTER FABRIC
4" PERFORATE FOUNDATION DRAINSET IN FREE-DRAINING ROCK;WRAP IN FILTER FABRICS;CONNECT TO SITE DRAINAGE
TOW854.00
TOWVARIES
BOWVARIES
TOW870.16
TOW868.66
BOW859.00
TOW876.00
BOW870.16
SLOPE
1'-4"
4" PERFORATE FOUNDATION DRAINSET IN FREE-DRAINING ROCK;WRAP IN FILTER FABRICS;CONNECT TO SITE DRAINAGE
FILTER FABRIC
CIP CONCRETE, REFERSTRUCTURAL FOR REBAR
DRY SET CONCRETE PAVERS
868.66
4" PERFORATE FOUNDATION DRAINSET IN FREE-DRAINING ROCK;WRAP IN FILTER FABRICS;CONNECT TO SITE DRAINAGE
CIP CONCRETE, REFERSTRUCTURAL FOR REBAR
FILTER FABRIC
1/8" ZINC PANEL, CUSTOMPERFORATION
REFER ARCHITECTURAL ANDSTRUCTURAL DWG FOR BRIDGEDETAIL
4" PERFORATE FOUNDATION DRAINSET IN FREE-DRAINING ROCK;WRAP IN FILTER FABRICS;CONNECT TO SITE DRAINAGE
CIP CONCRETE, REFERSTRUCTURAL FOR REBAR
FILTER FABRIC
SLOT DRAIN, SEE L601/8 FORDETAIL
AGGREGATE PAVING
SLOPE
2'-0"
1'-6
"
SLOPE
1'-4"
5'-1
0"
4" PERFORATE FOUNDATION DRAINSET IN FREE-DRAINING ROCK;WRAP IN FILTER FABRICS;CONNECT TO SITE DRAINAGE
CIP CONCRETE, REFERSTRUCTURAL FOR REBAR
FILTER FABRIC
4" PERFORATE FOUNDATION DRAINSET IN FREE-DRAINING ROCK;WRAP IN FILTER FABRICS;CONNECT TO SITE DRAINAGE
4'-0"
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
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
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
WALL &GATE DETAILS
L600
Scale:1 1/2" = 1'-0"CONCRETE RETAINING WALL 1
Scale:2 1/2" = 1'-0"CONCRETE RETAINING WALL 2
Scale:3 1/2" = 1'-0"CONCRETE RETAINING WALL 3
Scale:4 1/2" = 1'-0"CONCRETE RETAINING WALL 4
Scale:5 1/2" = 1'-0"CONCRETE RETAINING WALL 5
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
"
COMPACTED GRAVEL SUBBASE
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"
COMPACTED GRAVEL SUBBASE
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
COMPACTED GRAVEL SUBBASE
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
"
COMPACTED GRAVEL SUBBASE
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
COMPACTED GRAVEL SUBBASE
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:
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
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
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
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
PREPARED ORUNDISTURBED SUBGRADE
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"
PREPARED ORUNDISTURBED SUBGRADE
PREPARED ORUNDISTURBED SUBGRADE
PREPARED ORUNDISTURBED SUBGRADE
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:
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
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
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
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.