HomeMy WebLinkAboutDealSubdivison_OriginalApplicationPacketProject Narrative
The proposed activity/development for the address 1102 N 3rd Ave. Caldwell is to tear
down the existing house on the property and construct a townhouse development. We are
proposing to construct seven individually owned townhomes. This land has potential to greatly
benefit the city of Caldwell and the residents that currently are faced with difficulty buying
affordable homes. The land is an excellent opportunity for affordable housing that utilizes
existing infrastructure for an infill project.
Our proposal is to divide the current parcel into seven lots and build individually owned
townhomes. The plan we are presenting will allow for the seven homes to be built taking into
consideration the setbacks and easements and be up to code according to all departments. We see
this proposal as a good use of the land while maximizing the benefit to the community by
providing the most units of affordable housing possible. The proposal meets all density
requirements and is a good fit for the surrounding neighborhood as it is a mix of industrial,
commercial and residential surrounding the property.
Date:
As Shown
Scale:
Drawn By:
LAWSON DESIGN INC.
Drawing Title:
Monday, September 8, 2025
SHEET No:
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JOB NUMBER:
Phone 208-989-1422E-MAIL: gary@lawson-design.com
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ELEVATIONS
A-201
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DO NOT SCALE DRAWINGS
PROFESSIONAL SEAL
28'-4 1/4"
8/12
8/12
8/12
6/126/12
COMPSITE SIDINGOVER HOUSE WRAPBARRIER AND 7/16" OSBSUBSIDING
ARCH COMP ROOFING
STANDARD ROOF VENTS
GABLE VENT
SCALE: 3/16" = 1'-0"
1 FRONT ELEVATION
A-201
SCALE: 3/16" = 1'-0"
2 REAR ELEVATION
A-201
SCALE: 3/16" = 1'-0"
3 LEFT ELEVATION
A-201
SCALE: 3/16" = 1'-0"
4 RIGHT ELEVATION
A-201
Date:
As Shown
Scale:
Drawn By:
LAWSON DESIGN INC.
Drawing Title:
Monday, September 8, 2025
SHEET No:
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JOB NUMBER:
Phone 208-989-1422E-MAIL: gary@lawson-design.com
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ELEVATIONS
A-202
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DO NOT SCALE DRAWINGS
PROFESSIONAL SEAL
Date:
As Shown
Scale:
Drawn By:
LAWSON DESIGN INC.
Drawing Title:
Monday, September 8, 2025
SHEET No:
Client:Revision No.Date:Description:
JOB NUMBER:
Phone 208-989-1422E-MAIL: gary@lawson-design.com
PROJECT:
FLOOR PLANS 1/4"
A-102
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DEAL SUBDIVISION
1102 N. 3RD AVENUE CALDWELL
IDAHO
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008
9-0x7-0
000
009
SLIDING
Sill 3'-2"
3'-
6
"
3'-
6
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005
3-0x6-8
213
008
008
9-0x7-0
000
009
3-0x6-8
213
008
SLIDING
Sill 3'-2"
3'-
6
"
3'-
6
"
005
008
9-0x7-0
000
009
SLIDING
Sill 3'-2"
3'
-
6
"
3'
-
6
"
005
3-0x6-8
213
008
008
9-0x7-0
000
009
SLIDING
Sill 3'-2"
3'
-
6
"
3'-
6
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005
3-0x6-8
213
008
008
9-0x7-0
000
009
SLIDING
Sill 3'-2"
3'
-
6
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3'
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6
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005
3-0x6-8
213
008
008
9-0x7-0
000
009
3-0x6-8
213
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SLIDING
Sill 3'-2"
3'-
6
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3'-
6
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005
N
UP
1
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1
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=
9
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2
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1
2
3
4
5
6
7
8
9
10
DINING
10'-3" x 9'-5"
8'-0 Clg. Hgt.
LIVING ROOM
15'-6" x 11'-4"
8'-0 Clg. Hgt.
KITCHEN
9'-4" x 9'-5"
8'-0 Clg. Hgt.
UP
1
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x
7
1
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=
9
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1
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3
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7
8
9
10
DINING
10'-3" x 9'-5"
8'-0 Clg. Hgt.
LIVING ROOM
15'-6" x 11'-4"
8'-0 Clg. Hgt.
KITCHEN
9'-4" x 9'-5"
8'-0 Clg. Hgt.
UP
1
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7
1
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=
9
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1
2
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8
9
10
DINING
10'-3" x 9'-5"
8'-0 Clg. Hgt.
LIVING ROOM
15'-6" x 11'-4"
8'-0 Clg. Hgt.
KITCHEN
9'-4" x 9'-5"
8'-0 Clg. Hgt.
UP
1
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x
7
1
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=
9
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2
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1
2
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6
7
8
9
10
DINING
10'-3" x 9'-5"
8'-0 Clg. Hgt.
LIVING ROOM
15'-6" x 11'-4"
8'-0 Clg. Hgt.
KITCHEN
9'-4" x 9'-5"
8'-0 Clg. Hgt.
UP
1
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x
7
1
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=
9
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2
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1
2
3
4
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6
7
8
9
10
DINING
10'-3" x 9'-5"
8'-0 Clg. Hgt.
LIVING ROOM
15'-6" x 11'-4"
8'-0 Clg. Hgt.
KITCHEN
9'-4" x 9'-5"
8'-0 Clg. Hgt.
UP
1
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x
7
1
/
4
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=
9
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-
2
"
1
2
3
4
5
6
7
8
9
10
DINING
10'-3" x 9'-5"
8'-0 Clg. Hgt.
LIVING ROOM
15'-6" x 11'-4"
8'-0 Clg. Hgt.
KITCHEN
9'-4" x 9'-5"
8'-0 Clg. Hgt.
3#LayID
3#LayID
1#LayID2#LayID
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#DrgID
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20'-4"20'-3 3/4"
12'8'-4"12'8'-4"11'-11 3/4"12'-1/4"8'-4"12'8'-4"
20'-4 1/4"20'-4"
25'-10 1/2"8'-3 1/4"
10
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5'
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7'
11
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7'
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3'
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8'
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12'4'-1/2"
20'-3 3/4"20'-4"
8'-2 3/4"6'-7"8'-2 1/2"5'-6 1/2"5'-3 1/2"6'-10"13'-9"6'-7"
20'-4"20'-4 1/4"20'-4"
8'-4"12'
10
'
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1
1
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2
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5'
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8
1
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4
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7'
44
'
22
'
-
9
1
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2
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11
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-
4
"
9'
-
1
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1
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2
"
5'-10"6'2'-6"6'
20'-4"20'-4"
9'
-
1
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1
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7'
-
1
3
/
4
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3'
-
3
3
/
4
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8'
-
1
/
4
"
11'-11 1/4"3'-11 3/4"
8'-2 3/4"6'-7"
10
'
-
1
1
/
2
"
5'
-
8
1
/
4
"
7'
11
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-
4
"
9'-
1
0
1
/
2
"
7'
-
1
3
/
4
"
3'
-
3
3
/
4
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8'
-
1
/
4
"
12'4'-1/2"
8'-2 1/2"5'-6 1/4"6'-7"
44
'
1'
-
8
"
5'
-
4
"
19
'
-
1
1
/
4
"
8'
-
1
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4
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9'
-
1
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1
/
2
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20 MIN FIRE DOOR
W-2
W-3
W-3
20 MIN FIRE DOOR
W-2
W-3
W-3
20 MIN FIRE DOOR
W-2
W-3
W-3
20 MIN FIRE DOOR
W-2
W-3
W-3
W-6
W-6
20 MIN FIRE DOOR
W-2
W-3
W-3
20 MIN FIRE DOOR
W-2
W-3
W-3
ALL GARAGE CEILING ANDALL HOUSE TO GARAGEWALL SHALL HAVE ONELAYER OF 5/8" FIRE CODEGYP (MIN FIRE TAPE)
ALL GARAGE CEILING ANDALL HOUSE TO GARAGEWALL SHALL HAVE ONELAYER OF 5/8" FIRE CODEGYP (MIN FIRE TAPE)
ALL GARAGE CEILING ANDALL HOUSE TO GARAGEWALL SHALL HAVE ONELAYER OF 5/8" FIRE CODEGYP (MIN FIRE TAPE)
ALL GARAGE CEILING ANDALL HOUSE TO GARAGEWALL SHALL HAVE ONELAYER OF 5/8" FIRE CODEGYP (MIN FIRE TAPE)
ALL GARAGE CEILING ANDALL HOUSE TO GARAGEWALL SHALL HAVE ONELAYER OF 5/8" FIRE CODEGYP (MIN FIRE TAPE)
ALL GARAGE CEILING ANDALL HOUSE TO GARAGEWALL SHALL HAVE ONELAYER OF 5/8" FIRE CODEGYP (MIN FIRE TAPE)
UNIT 106
A: 576 sq ft
GARAGE
A: 263 sq ft
UNIT 105
A: 575 sq ft
GARAGE
A: 263 sq ft
UNIT 104
A: 575 sq ft
GARAGE
A: 263 sq ft
UNIT 101
A: 575 sq ft
GARAGE
A: 262 sq ft
UNIT 102
A: 576 sq ft
GARAGE
A: 263 sq ft
UNIT 103
A: 575 sq ft
GARAGE
A: 263 sq ft
WALL LEGEND WALLS
ID
W-1
W-2
W-3
W-4
W-5
W-6
Description (Attributes)
2X6 DF 16"O.C. 7/16"OSB SHEATHING, R-21 INSULATION, 1/2"SHEETROCK W/ VAPOR BARRIER
2x4 DF STUD WALL 16" O.C. W/ 1/2" SHEETROCK EACH SIDE
(2)2X4 D.F.16' O.C. STUD WALL W/(1) LAYERS 1/2" GYPSUM TOWARD EACH LIVING AREA TAPE, TEXTURE & PAINT &
(2) LAYERS OF 1" GYPSUM SHAFTLINER PANELS W/ ALUM CLIPS AND METAL
TRACKS PER MFG SPECIFICATIONS
2X6 D.F. 16"O.C. 1/2"SHEETROCK EA. SIDE
2X6 DF 16"O.C. 7/16"OSB SHEATHING,CONCRETE STUCCO (1HR) R-21 INSULATION, 1/2"SHEETROCK W/ VAPOR BARRIER
SCALE: 1/4" = 1'-0"1 1st FLOOR PLAN
2 HR WALL(SHAFT LINER SYSEMGA-620-2019
2X6 DF STUD WALL 16" O.C. W/ 5/8 FIRE CODE SHEETROCK ON GARAGE SIDE
R-21 INSUATION 1/2" SHEETROCK VAPORBARRIER-TAPE TEXT, PAINT
Date:
As Shown
Scale:
Drawn By:
LAWSON DESIGN INC.
Drawing Title:
Monday, September 8, 2025
SHEET No:
Client:Revision No.Date:Description:
JOB NUMBER:
Phone 208-989-1422E-MAIL: gary@lawson-design.com
PROJECT:
2ND FLOOR PLAN
A-103
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DEAL SUBDIVISION
1102 N. 3RD AVENUE CALDWELL
IDAHO
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SLIDING
Sill 2'-8"
4'4'
213
213
202
201
204
204
20
5
1'-
6
"
b
y
6'-
8
"
207
204 204
SLIDING
Sill 2'-8"
4'5'
SLIDING
Sill 2'-8"
4'4'
SLIDING
Sill 2'-8"
4'4'
213
213
202
201
204
204
20
5
1'-
6
"
b
y
6'-
8
"
207
204 204
SLIDING
Sill 2'-8"
4'5'
SLIDING
Sill 2'-8"
4'4'
213
213
202
201
204
204
20
5
1'-
6
"
b
y
6'-
8
"
207
204 204
SLIDING
Sill 2'-8"
4'5'
SLIDING
Sill 2'-8"
4'4'
SLIDING
Sill 2'-8"
4'4'
213
213
202201
204
204
20
5
1'-
6
"
b
y
6'-
8
"
207
204 204
SLIDING
Sill 2'-8"
4'5'
SLIDING
Sill 2'-8"
4'4'
SLIDING
Sill 2'-8"
4'4'
213
213
202
201
204
204
20
5
1'-
6
"
b
y
6'-
8
"
207
204204
SLIDING
Sill 2'-8"
4'5'
SLIDING
Sill 2'-8"
4'4'
SLIDING
Sill 2'-8"
4'4'
213
213
202
201
204
204
20
5
1'-
6
"
b
y
6'-
8
"
207
204204
SLIDING
Sill 2'-8"
4'4'
SLIDING
Sill 2'-8"
4'5'
SLIDING
Sill 2'-8"
4'4'
UP
1
5
x
7
1
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4
"
=
9
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-
2
"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
UP
1
5
x
7
1
/
4
"
=
9
'
-
2
"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
UP
1
5
x
7
1
/
4
"
=
9
'
-
2
"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
UP
1
5
x
7
1
/
4
"
=
9
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-
2
"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
UP
1
5
x
7
1
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4
"
=
9
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-
2
"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
UP
1
5
x
7
1
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4
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=
9
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2
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1
2
3
4
5
6
7
8
9
10
11
12
13
14
N
MASTER
SUITE
13'-6" x 11'-5"
9'-0 Clg. Hgt.
BEDROOM #2
9'-6" x 10'-4"
9'-0 Clg. Hgt.
BEDROOM #3
9'-7" x 13'-11"
9'-0 Clg. Hgt.
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MASTER
SUITE
13'-6" x 11'-5"
9'-0 Clg. Hgt.
BEDROOM #2
9'-6" x 10'-4"
9'-0 Clg. Hgt.
BEDROOM #3
9'-7" x 13'-11"
9'-0 Clg. Hgt.
AT
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2
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MASTERSUITE
13'-6" x 11'-5"
9'-0 Clg. Hgt.
BEDROOM
#2
9'-6" x 10'-4"
9'-0 Clg. Hgt.
BEDROOM
#3
9'-7" x 13'-11"
9'-0 Clg. Hgt.
AT
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2
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MASTER
SUITE
13'-6" x 11'-5"
9'-0 Clg. Hgt.
BEDROOM
#2
9'-6" x 10'-4"
9'-0 Clg. Hgt.
BEDROOM
#3
9'-7" x 13'-11"
9'-0 Clg. Hgt.
AT
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2
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X
3
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MASTER
SUITE
13'-6" x 11'-5"
9'-0 Clg. Hgt.
BEDROOM #2
9'-6" x 10'-4"
9'-0 Clg. Hgt.
BEDROOM #3
9'-7" x 13'-11"
9'-0 Clg. Hgt.
AT
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2
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X
3
0
MASTER
SUITE
13'-6" x 11'-5"
9'-0 Clg. Hgt.
BEDROOM #2
9'-6" x 10'-4"
9'-0 Clg. Hgt.
BEDROOM #3
9'-7" x 13'-11"
9'-0 Clg. Hgt.
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I
D
4'-4 1/2"10'-2 1/2"10'-2 1/4"10'-1 3/4"10'-2 1/4"9'-11 1/4"11'-11 1/2"9'-11"10'-2 1/2"10'-2"8'-9 1/2"
20'-4 1/4"20'-4"20'-4"20'-3 3/4"
20'-4 1/4"20'-4"20'-4"20'-4"20'-4"20'-4"
3'-1"
2'
-
4
1
/
2
"
5'
4'
-
5
1
/
4
"
5'
-
3
1
/
2
"
12
'
-
3
"
6'-10"7'-2 1/2"6'-9 1/4"6'-4"6'-4 1/4"6'-9 1/2"7'-2 1/2"5'-11 1/2"7'-2"7'-2 1/2"7'-2"6'-4 1/4"
6'-
5
1
/
4
"
8'-
3
1
/
2
"
3'-
1
"
2'-
4
1
/
2
"
14
'
-
7
3
/
4
"
9'
-
2
"
3'-7 1/4"5'-7"3'-6 1/2"
3 1/2"3'-7 1/4"7'-3/4"2'-3/4"3'-1 1/2"
7'-7 1/2"2'-5"4'-6 3/4"5'-9"
3'-4 3
/
4
"
3'-3"
1'-11
3
/
4
"
5'-7"1'-6 1
/
2
"
4'-6
1
/
4
"
1'-7"
5'
-
2
3
/
4
"
6'-
5
1
/
4
"
10
'
-
9
1
/
4
"
4'
-
4
1
/
2
"
10
'
-
9
1
/
4
"
16
'
-
5
"
6'6'3'-11"
20'-4"20'-4"
3'-1"
8'-3 3/4"8'-4 1/4"11'-11 3/4"8'-4 1/4"11'-11 3/4"12'-1/4"8'-3 3/4"12'-1/4"8'-3 3/4"12'-1/4"8'-4 1/4"12'
44
'
14
'
-
7
3
/
4
"
2'
-
4
1
/
2
"
5'
4'
-
5
1
/
4
"
5'
-
3
1
/
2
"
12
'
-
3
"
6'-9 1/4"7'-2 1/2"6'-4 1/4"
6'
-
5
1
/
4
"
8'-
3
1
/
2
"
3'-
1
"
2'-
4
1
/
2
"
14
'
-
7
3
/
4
"
9'-
2
"
3'-6 3/4"5'-7"3'-6 1/2"
3 1/2"3'-7"7'-3/4"2'-3/4"3'-1"
7'-7 1/4"2'-5"4'-6"5'-9 1/2"
3'-4
3
/
4
"
3'-2
1
/
2
"
1'-11
3
/
4
"
5'-7 1/2"1'-6
1
/
2
"
4'-6 1
/
4
"
1'-7"
5'
-
2
3
/
4
"
6'
-
5
1
/
4
"
4'
-
4
1
/
2
"
10
'
-
9
1
/
4
"
16
'
-
5
"
3'-1"
2'
-
4
1
/
2
"
5'
4'
-
5
1
/
4
"
5'
-
3
1
/
2
"
12
'
-
3
"
6'-9 1/4"7'-2 1/2"6'-4 1/4"
6'-
5
1
/
4
"
8'-
3
1
/
2
"
3'-
1
"
2'-
4
1
/
2
"
14
'
-
7
3
/
4
"
9'
-
2
"
3'-7 1/4"5'-7"3'-6 1/2"
3 1/2"3'-7 1/4"7'-3/4"2'-3/4"3'-1 3/4"
7'-7 1/2"2'-5"4'-6 1/2"5'-9 3/4"
3'-4 3
/
4
"
3'-2 3
/
4
"
2'
5'-7 3/4"
1'-6 1
/
2
"
4'-6
1
/
4
"
1'-7"
5'
-
2
3
/
4
"
6'-
5
1
/
4
"
4'
-
4
1
/
2
"
10
'
-
9
1
/
4
"
16
'
-
5
"
122'
1'
-
8
"
42
'
-
4
"
W-6
W-6
W-6
W-6
W-4
W-4
W-5
W-2
W-2
W-2
W-1
W-4
W-1
W-1
W-6
W-4
W-4
W-5
W-2
W-2
W-2
W-1
W-4
W-1
W-1
W-6
W-4
W-4
W-5
W-2
W-2
W-2
W-1
W-4
W-1
W-6
W-6
W-5
W-2
W-2
W-2
W-1
W-4
W-6
W-1
W-1
W-4
W-4
W-5
W-2
W-2
W-2
W-1
W-4
W-1
W-1
W-4
W-4
W-4
W-5
W-2
W-2
W-2
W-1
W-4
W-1
BATH
M.BATH
BATH
M.BATH
BATH
M.BATH
BATH
M.BATH
BATH
M.BATH
BATH
M.BATH
208 2ND LEVEL
A: 839 sq ft 208 2ND LEVEL
A: 838 sq ft
208 2ND LEVEL
A: 838 sq ft 208 2ND LEVEL
A: 837 sq ft208 2ND LEVEL
A: 840 sq ft
208 2ND LEVEL
A: 839 sq ft
204 204 204 204204204
WALL LEGEND WALLS
ID
W-1
W-2
W-3
W-4
W-5
W-6
Description (Attributes)
2X6 DF 16"O.C. 7/16"OSB SHEATHING, R-21 INSULATION, 1/2"SHEETROCK W/ VAPOR BARRIER
2x4 DF STUD WALL 16" O.C. W/ 1/2" SHEETROCK EACH SIDE
(2)2X4 D.F.16' O.C. STUD WALL W/(1) LAYERS 1/2" GYPSUM TOWARD EACH
LIVING AREA TAPE, TEXTURE & PAINT & (2) LAYERS OF 1" GYPSUM SHAFTLINER PANELS W/ ALUM CLIPS AND METAL TRACKS PER MFG SPECIFICATIONS
2X6 D.F. 16"O.C. 1/2"SHEETROCK EA. SIDE
2X6 DF 16"O.C. 7/16"OSB SHEATHING,CONCRETE STUCCO (1HR) R-21 INSULATION, 1/2"SHEETROCK W/ VAPOR BARRIER
SCALE: 1/4" = 1'-0"1 2nd FLOOR PLAN
2 HR WALL(SHAFT LINER SYSEMGA-620-2019
2X6 DF STUD WALL 16" O.C. W/ 5/8 FIRE CODE SHEETROCK ON GARAGE SIDER-21 INSUATION 1/2" SHEETROCK VAPOR
BARRIER-TAPE TEXT, PAINT
Date:
As Shown
Scale:
Drawn By:
LAWSON DESIGN INC.
Drawing Title:
Monday, September 8, 2025
SHEET No:
Cl
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:
Re
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N
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Da
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:
De
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JOB NUMBER:
Phone 208-989-1422E-MAIL: gary@lawson-design.com
PR
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E
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T
:
ELECT PLANS
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DO NOT SCALE DRAWINGS
PROFESSIONAL SEAL
RE
F
E
R
DW
RE
F
E
R
DW
RE
F
E
R
DW
RE
F
E
R
DW
RE
F
E
R
DW
RE
F
E
R
DW
N
UP
1
5
x
7
1
/
4
"
=
9
'
-
2
"
1
2
3
4
5
6
7
8
9
10
GFI
48" AFF
DUPLEX
14" AFF
22014" AFF
GFI
48" AFF
SMOKE DET.
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
GFI
48" AFF
GFI
48" AFF
GFI
48" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
GFI
48" AFF
GFI
48" AFF
GFI
48" AFF
DUPLEX
14" AFF
GFI
48" AFF
UP
1
5
x
7
1
/
4
"
=
9
'
-
2
"
1
2
3
4
5
6
7
8
9
10
GFI
48" AFF
DUPLEX
14" AFF
22014" AFF
GFI48" AFF
SMOKE DET.
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
GFI48" AFF
GFI
48" AFF
GFI48" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX14" AFF
DUPLEX
14" AFF
GFI
48" AFF
GFI48" AFF
GFI
48" AFF
DUPLEX
14" AFF
GFI48" AFF
UP
1
5
x
7
1
/
4
"
=
9
'
-
2
"
1
2
3
4
5
6
7
8
9
10
UP
1
5
x
7
1
/
4
"
=
9
'
-
2
"
1
2
3
4
5
6
7
8
9
10
GFI
48" AFF
DUPLEX
14" AFF
22014" AFF
GFI
48" AFF
SMOKE DET.
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX14" AFF
DUPLEX
14" AFF
GFI
48" AFF
GFI
48" AFF
GFI
48" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
GFI48" AFF
GFI
48" AFF
GFI
48" AFF
DUPLEX
14" AFF
GFI
48" AFF
UP
1
5
x
7
1
/
4
"
=
9
'
-
2
"
1
2
3
4
5
6
7
8
9
10
GFI
48" AFF
DUPLEX
14" AFF
22014" AFF
GFI
48" AFF
SMOKE DET.
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
GFI
48" AFF
GFI
48" AFF
GFI
48" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
GFI
48" AFF
GFI
48" AFF
GFI
48" AFF
DUPLEX
14" AFF
GFI
48" AFF
UP
1
5
x
7
1
/
4
"
=
9
'
-
2
"
1
2
3
4
5
6
7
8
9
10
GFI
48" AFF
DUPLEX
14" AFF
22014" AFF
GFI48" AFF
SMOKE DET.
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
GFI48" AFF
GFI
48" AFF
GFI48" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX14" AFF
DUPLEX
14" AFF
GFI
48" AFF
GFI48" AFF
GFI
48" AFF
DUPLEX
14" AFF
GFI48" AFF
CLG.FIXT.
CHAND.
CLG.FIXT.
CANLIGHT
CANLIGHT CANLIGHT
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CHAND.
CLG.FIXT.
CANLIGHT
CANLIGHT CANLIGHT
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CHAND.
CLG.FIXT.
CANLIGHT
CANLIGHT CANLIGHT
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CHAND.
CLG.FIXT.
CANLIGHT
CANLIGHTCANLIGHT
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CHAND.
CLG.FIXT.
CANLIGHT
CANLIGHTCANLIGHT
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
DR
Y
E
R
WA
S
H
DR
Y
E
R
WA
S
H
DR
Y
E
R
WA
S
H
DR
Y
E
R
WA
S
H
DR
Y
E
R
WA
S
H
DR
Y
E
R
WA
S
H
UP
1
5
x
7
1
/
4
"
=
9
'
-
2
"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
UP
1
5
x
7
1
/
4
"
=
9
'
-
2
"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
UP
1
5
x
7
1
/
4
"
=
9
'
-
2
"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
UP
1
5
x
7
1
/
4
"
=
9
'
-
2
"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
UP
1
5
x
7
1
/
4
"
=
9
'
-
2
"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
UP
1
5
x
7
1
/
4
"
=
9
'
-
2
"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
N
SMOKE. DET.
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
GFI48" AFF
GFI
48" AFF
DUPLEX
14" AFF
GFI
48" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
GFI48" AFF
22014" AFF
SMOKE. DET.
SMOKE. DET.
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX14" AFFDUPLEX14" AFF
CARBON DET.
SMOKE. DET.
DUPLEX
14" AFF
DUPLEX14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX14" AFF
DUPLEX
14" AFF
DUPLEX14" AFF
GFI
48" AFF
GFI48" AFF
DUPLEX14" AFF
GFI48" AFF
DUPLEX
14" AFF
DUPLEX14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
GFI
48" AFF
22014" AFF
SMOKE. DET.
SMOKE. DET.
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
CARBON DET.
SMOKE. DET.
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
GFI
48" AFF
GFI
48" AFF
DUPLEX
14" AFF
GFI
48" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
GFI
48" AFF
22014" AFF
SMOKE. DET.
SMOKE. DET.
DUPLEX14" AFF
DUPLEX
14" AFF
DUPLEX14" AFF
DUPLEX
14" AFF
DUPLEX14" AFF
DUPLEX14" AFF
DUPLEX14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
CARBON DET.
SMOKE. DET.
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
GFI48" AFF
GFI
48" AFF
DUPLEX
14" AFF
GFI
48" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
GFI48" AFF
22014" AFF
SMOKE. DET.
SMOKE
. DET.
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX14" AFF DUPLEX14" AFF
CARBON DET.
SMOKE. DET.
DUPLEX
14" AFF
DUPLEX14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX14" AFF
DUPLEX
14" AFF
DUPLEX14" AFF
GFI
48" AFF
GFI48" AFF
DUPLEX14" AFF
GFI48" AFF
DUPLEX
14" AFF
DUPLEX14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
GFI
48" AFF
22014" AFF
SMOKE. DET.
SMOKE
. DET.
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
DUPLEX
14" AFF
CARBON DET.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
CLG.FIXT.
MECHANCIAL LEDGEND
2D Symbol
22014" AFF
CANLIGHT
CLG.FIXT.
CHAND.
DUPL
E
X
14" A
F
F
SMOKECARB. DET.
ITEM
50 CFM Exh. Fan
220
BAR LIGHT
CAN LIGHT
CEILING LIGHT
CHANDLER
DUPLEX
SMOKE DECTOR
WALL SCONCE
Quantity
32
16
24
48
136
8
281
32
8
SCALE: 3/16" = 1'-0"1 LEVEL 1 ELECTRICAL
SCALE: 3/16" = 1'-0"2 2nd LEVEL ELECTRCIAL
1
3
3
2
2
2
4
4
4
4
4
4
20'BUF
F
E
R
10'
BUF
F
E
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1
5
'
W
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SEW
E
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A
S
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N
T
PLANT SCHEDULE
Acer platanoides 'Columnaris'
Columnar Norway Maple
Acer platanoides ‘Columnarbroad’
Parkway Maple
Prunus serrulata ‘Amanogawa’
Amanogawa Cherry
Quercus robur x albaStreetspire Oak
2" B&B
2" B&B
2" B&B
2" B&B
35' hgt. 15' w
40' hgt. 25' w
20' hgt. 6' w
35' hgt. 15' w
CLASS II
CLASS II
CLASS I
CLASS II
Cornus alba 'Bailhalo'
Ivory Halo Dogwood
Picea pungens 'Globosa'
Dwarf Globe Blue Spruce
Rhus trilobata 'Autumn Amber''
Autumn Amber sumac
Calamagrostis x acutiflora 'Karl Foerster'Karl Foerster Dwarf Feather GrassSedum spectabile 'Autumn Joy'
Autumn Joy Stonecrop
2 Gal.
2 Gal.
2 Gal.
1 Gal.
1 Gal.
6' hgt. x 6' wide
4' hgt. x 6' wide
6" hgt. x 6' wide
3' hgt. x 2' wide
2' hgt. x 3' wide
BOTANICAL NAME
COMMON NAME
KEY
DECIDUOUS TREES
MATURE
SIZE
CLASSPLANTING
SIZE
NOTE: All trees to be grade #1
(Shown at 80% Maturity)
EXISTING TREES TO BE
REMOVED
PLANTS TO BE
INSTALLED
CUT EDGE, SEE DETAIL4/L2.0
PROPERTY LINE(VERIFY)
RTF TURF TYPE TALL
FESCUE SOD OVER
APPROVED TOPSOIL AS
SPECIFIED
3" DEPTH ROCK MULCH
BY OWNER
PERMEABLE PAVERSPER CIVIL
LANDSCAPE LEGEND
SEE DETAIL 1/L2.00
SEE DETAIL 3/L2.00
SEE DETAIL 2/L2.00
40' VISION TRIANGLE
DRAINAGE SWALE PER CIVIL
OPEN GRASS PLAY AREA
EXISTING FENCE TO REMAIN
1
2
3
CALLOUT LEGEND
GROUND COVERS/ GRASSES/ PERENNIALS
SHRUBS
4
LANDSCAPING INFORMATION
* ROADWAY LANDSCAPE BUFFERS:
N 3RD AVE @ 151 LF:20' STREET TYPE:70% GRASS COVERAGE = 20% REQUIRED/ 24% PROPOSED
1 TREE/ 35 LINEAR FEET = 4 REQUIRED/ 4 PROPOSED
1 SHRUB/ 7 LINEAR FEET = 22 REQUIRED/ 22 PROPOSED
JOLIET ST @ 87 LF:
10' STREET TYPE:
70% GRASS COVERAGE = 20% REQUIRED/ 39% PROPOSED1 TREE/ 35 LINEAR FEET = 2 REQUIRED/ 2 PROPOSED
1 SHRUB/ 7 LINEAR FEET = 12 REQUIRED/ 13 PROPOSED
*OPEN SPACE:
TOTAL OPEN SPACE % = 10% REQUIRED/ 14% PROPOSED
1 TREE/ 5,000 S.F. @ 1,953 S.F. = 1 REQUIRED/ 1 PROPOSED
*OVERALL TURF AREA REQUIRED:
20% MIN AND 50% MAX = 20% REQUIRED/ 28.8% PROVIDED
* SITE AMENITIES:AMENITIES PROVIDED:OPEN GRASSY PLAY AREA
*MITIGATION FOR REMOVAL OF EXISTING TREES:
ALL EXISTING TREES ARE TO BE REMOVED. FIVE EXISTING TREES TO BE
REMOVED, MITIGATION TO BE HANDLED ON-SITE THROUGH ADDITIONAL TREE
PLANTINGS AT A 1:1 RATIO.
= 5 TREES TO BE REMOVED
= 5 TREES TO BE PLANTED
N 3R
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L1.00
PROJECT SITE
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SCAPEARCHITECT
DNALDESNECIL
LA - 276
ETATS
IDAHOG.MIJ MIHAN
9/05/2025
THIS DRAWING HAS BEEN PREPARED BASED UPON INFORMATION PROVIDED, IN PART BY
OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, SOUTH BECK AND
BAIRD, PC. CANNOT ASSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE
ACCURACY OF THIS DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE
BEEN INCORPORATE INTO IT AS A RESULT. SOUTH BECK AND BAIRD, PC. ASSUMES NO
LIABILITY FOR ANY MISINFORMATION.
DISCLAIMER:
JOL
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No.Date Description
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SCAPEARCHITECT
DNALDESNECIL
LA - 276
ETATS
IDAHOG.MIJ MIHAN
9/05/2025
1. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDSFOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND
HEALTHY CONDITION. ALL PLANT MATERIAL SHALL BE GRADE #1 OR BETTER.
2. ALL PLANTING BEDS AND TREE WELLS IN LAWN AREAS (WELLS TO BE 3' IN DIAMETER)
SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF 1" ROCK MULCH. SUBMIT SAMPLE
FOR APPROVAL BY OWNER.
3. ALL LAWN AREAS SHALL BE SODDED WITH 100% TURF TYPE TALL FESCUE (FESTUCAARUNDINACIA). CONTRACTOR SHALL VERIFY AND MATCH THE VARIETY EXISTING IN THEADJACENT DEVELOPMENT.
4. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING
AT THE DATE OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD
OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT
NO COST TO THE OWNER.
5. PLANTING BACKFILL FOR TREES AND PLANTING BEDS SHALL BE 5 PARTS TOPSOIL AND 1
PART COMPOST WITH STRAW. STAKE ALL TREES PER DETAILS.6. ALL LAWN AREAS SHALL HAVE 6" OF TOPSOIL AND ALL PLANTING BEDS SHALL HAVE 12"OF TOPSOIL (MINIMUM). TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN
AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS, OR
OTHER FOREIGN MATERIAL LARGER THAN 1" IN ANY DIMENSION, A PH FROM 5.5 TO 7.0.
TOP SOIL FROM SITE SHALL BE USED, IF MEETING THESE STANDARDS. PLACE 1/2"
COMPOST OVER ALL LANDSCAPED AREAS AND ROTOTILL INTO TOP 4". SPREAD,
COMPACT, AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE, 1" BELOW
SURFACE OF WALKS AND CURBS IN AREAS TO BE SODDED AND 3" IN PLANTING BEDAREAS.7. FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM" PLANTING TABLETS, 21 GRAM.
QUANTITY PER MANUFACTURER'S RECOMMENDATION.
8. PLANT MATERIAL SHALL NOT BE SUBSTITUTED WITHOUT THE WRITTEN PERMISSION OF
OWNER. SUBMIT NAMES OF THREE SUPPLIERS CONTACTED IF SUBSTITUTION IS
REQUESTED AND PLANT MATERIAL SPECIFIED IS NOT AVAILABLE.
9. SHRUB PLANTING BEDS SHALL BE SHOVEL EDGED TO CREATE A DISTINCT SEPARATIONOF LANDSCAPE TYPES.10. IMMEDIATELY CLEAN UP ANY TOPSOIL, OR OTHER DEBRIS ON SITE CREATED FROMLANDSCAPE OPERATION AND DISPOSE OF PROPERLY OFF SITE.
11. ALL LANDSCAPE AREAS SHALL HAVE AN STATE OF THE ART AUTOMATIC UNDERGROUND
SPRINKLER SYSTEM WHICH INSURES COMPLETE COVERAGE AND IS PROPERLY ZONED
FOR REQUIRED WATER USES AND HAS A WEATHER STATION CAPABLE OF TURNING OFF
FOR RAIN/FREEZE EVENTS. ALL SHRUB ZONES, SPRAY ZONES AND GEAR DRIVEN ZONES
SHALL BE PLACED ON SEPARATE ZONES. DO NOT EXCEED A MAXIMUM OF 5 FPS IN ALLMAINLINE AND LATERAL LINES.12. COORDINATE ALL DRAINAGE AREAS AND UTILITIES WITH TREE LOCATIONS AND ADJUSTPER FIELD CONDITIONS.
13. ALL EXISTING TREES SHOWN TO REMAIN SHALL BE RETAINED AND PROTECTED
THROUGH OUT CONSTRUCTION.
14. NO TREES SHALL BE PLANTED WITHIN THE 10 FOOT CLEAR ZONE OF ALL ACHD STORM
DRAIN PIPE, STRUCTURES, OR FACILITIES.
15. STORM PONDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THECONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM.16. ALL TREES TO BE LOCATED A MINIMUM OF 5 FEET OR GREATER FROM THE BACK OF ANYSIDEWALK..
17. TRIM ALL TREES WITHIN VISION TRIANGLES TO 8' ABOVE FINISH GRADE TO MEET ACHD
STANDARDS.
LANDSCAPE NOTES:
1. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER
SYSTEM WHICH INSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR
REQUIRED WATER USES. EACH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE
INDIVIDUAL STATIONS.
2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES.
3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INCHES ATLAWN AREAS AND 18" AT PLANTER BEDS.4. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP SPRAY SYSTEM.5. ELECTRONIC WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE PROVIDED.
MINIMUM CONTROLLER REQUIREMENTS ARE AS FOLLOWS:
a. PRECISE INDIVIDUAL STATION TIMING
b. RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES
c. AT LEAST ONE PROGRAM FOR EACH HYDROZONE
d. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFFe. POWER FAILURE BACKUP FOR ALL PROGRAMED INDIVIDUAL VALVED WATERINGSTATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVEHYDRO-ZONES.
6. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO
PROVIDE WATER TO RESPECTIVE HYDRO-ZONES.
7. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% HEAD TO HEAD
COVERAGE WITH TRIANGULAR SPACING.
8. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUSSURFACES (BUILDINGS, SIDEWALKS, DRIVEWAYS, AND ASPHALT AREAS).9. PROVIDE MINIMUM (1) QUICK COUPLER VALVE PER EACH (6) AUTOMATIC VALVE ZONES.APPROVE Q.C.V. LOCATIONS WITH LANDSCAPE ARCHITECT.
10. POINT OF CONNECTION TO BE APPROVED BY JURISDICTION PROVIDING WATER
SOURCE.
IRRIGATION NOTES:
TREE MITIGATION NOTES:
1. THE LANDSCAPE ARCHITECT WILL MEET WITH THE CITY ARBORIST TO ESTABLISH
MITIGATION REQUIREMENTS FOR REMOVAL OF EXISTING TREES.
SHRUB PLANTING
NOT TO SCALE
1. WATER SHRUB TWICE WITHIN FIRST 24 HOURS.2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL GROUNDCOVER BEDS.
KEEP GROUND LINE SAME AS NURSERY LINE
REMOVE ANY PLASTIC, BURLAP, NAILS, OR OTHERMATERIALS FROM THE ROOTBALL WHICH MAY LIMITROOT GROWTH
CONSTRUCT 2" EARTH BERM TO FORM A WATERRETENTION BASIN, FILL BERM WITH MULCH, ASSPECIFIED
MULCH, PER PLANS, 3" DEPTH OVER ENTIRE BED. DO
NOT COVER CROWNS OF PLANTS
PROVIDE DEWITT PRO 5 WEED BARRIER FABRIC OR
APPROVED EQUAL
PROVIDE COMMERCIAL FERTILIZER TABLETS ANDBIOSTIMULANT, AS SPECIFIED, FOR EACH SHRUB
BACKFILL WITH APPROVED TOPSOIL AND SOILAMENDMENTS, AS SPECIFIED. BACKFILL IN 6" LIFTS,WATER EACH LAYER, DO NOT TAMP OR OVERCOMPACT.
CONSTRUCT 6" MOUND OF TOPSOIL
6"
6"WIDTH OF
ROOTBALL 6"
2
'B
'
'A'
'A'
'A'
'A'
PERENNIAL & GROUNDCOVERPLANTINGNOT TO SCALE
1. ALL GROUNDCOVER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR PATTERN.2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL GROUNDCOVER
BEDS.
FINISH GRADE PER PLANS
EDGING, PER PLANS AND DETAILS
GROUNDCOVER PLANTING PER PLANTINGPLAN
MULCH, PER PLANS, 3" DEPTH OVERENTIRE BED. DO NOT COVER CROWNS OFPLANTS
SPLIT ALL ROOT BOUND ROOTS WITH 3
EQUAL SPACED VERTICAL CUTS.
TILL SOIL TO A DEPTH OF 12", BACKFILL
WITH APPROVED TOPSOIL AND SOIL
AMENDMENTS, AS SPECIFIED.
DEWITT PRO 5 WEED BARRIER FABRIC ORAPPROVED EQUAL
SUBGRADE
A = LENGTH, AS SPECIFIED OR PER PLANT SCHEDULE
B = 85% OF 'A'
3"
12
"
1 SQ. FT.
1 SQ. FT.
1 SQ. FT.
1 SQ. FT.
1 SQ. FT.
1 SQ. FT.
1 SQ. FT.
1 SQ. FT.
UNITAREAPLANTSNO. OF
15" O.C.
8" O.C.
10" O.C.
12" O.C.
6" O.C.
SPACING"D"
13.0"
10.4"
8.66"
6.93"
ROW"A"
5.2"
36" O.C.
24" O.C.
30" O.C.
18" O.C.
31.2"
26.0"
20.8"
15.6"
1 SQ. FT.
1.35
.87
.5976
.3886
.2150
7.80
5.425
3.46
1.95
3
APPROVED TOPSOIL AND SOILAMENDMENTS AS SPECIFIED
3" DEPTH OF MULCH AT PLANTERBEDS
CUT EDGEFINISH GRADE,PER PLANS
(TYPICAL AT TREES IN TURF AREAS)
PLANTER BED CUT EDGE
NOT TO SCALE4
6"
112"
2"
HIGHEST ROOT SHALL BE
2" MAXIMUM BELOW SOILLINE. UTILIZE SOIL/ROOTPROBE AROUND TRUNK(APPROX 1"-2" AWAYFROM TRUNK) TOLOCATE HIGHESTROOTS.
SOIL LINE
ROOT FLARE/COLLAR (SWELLING AT SOILLINE WHERE STEM TISSUE TRANSITIONS
INTO ROOT TISSUE) TO BE AT SOIL LINE.
ROOT PROBE
WHEN PRESENT: BUD
POINT (A MINOR CROOK
IN THE TRUNK JUST
ABOVE THE SOIL LINE)TO BE APPROXIMATELY 1
12" ABOVE THE SOIL LINE
1. THE STAKING OF TREES IS TO BE THE CONTRACTORS OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO INSURETHAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR
AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE
WARRANTY PERIOD.
2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPEARCHITECT BEFORE PROCEEDING.3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANTMATERIAL.4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYINGMETHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE.5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS.6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY.
7. FOR TREES LOCATED WITHIN 5'-0" OF A CONCRETE CURB OR WALKWAY, PROVIDE TREE ROOT BARRIER (DEEPROOT #24-2 OR
APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND EDGE OF SIDEWALK. EXTEND ROOT BARRIER TO 80% OF
MATURE TREE CANOPY. ALL TREE INSTALLATIONS SHALL CONFORM TO ALL AGENCY APPROVAL REQUIREMENTS,
CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS.
REMOVE DEAD/DAMAGED BRANCHES ANDPRUNE TO INTERNATIONAL SOCIETY OFARBORICULTURE STANDARDS; IMPROPERLYPRUNED TREES (AS DETERMINED BY THELANDSCAPE ARCHITECT) SHALL BE REMOVEDAND REPLACED. DO NOT REMOVE MAINLEADER!!
RUBBER CINCH TIE
2"x 2" WOOD STAKE (LENGTH AS
REQUIRED)-DO NOT PENETRATE ROOTBALL.SEE NOTE 1. SET STAKES PARALLEL TOPREVAILING WIND.
REMOVE TREE WRAP TRUNK PROTECTION,AFTER INSTALLATION
CONSTRUCT 2" EARTH BERM AT EDGE OFROOTBALL, FILL TREE RING W/ MULCH, AS
SPECIFIED.
3" THICK MULCH LAYER, KEEP MULCH 3" AWAY
FROM TRUNK.REMOVE BURLAP, TWINE,AND WIRE BASKET FROM
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Drawn By:
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Drawing Title:
Monday, September 8, 2025
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PROFESSIONAL SEAL
Preliminary Plat Narrative – DEAL SubmittalApplicant: Burke Deal, Ideal Custom Homes Inc.Project Title: Townhouse Subdivision – Parcel R02125
Property Address: 2011 N. 3rd Avenue, Caldwell, ID 83605
Zoning Classification: R-2 Medium-Density Residential
Assessor’s Parcel Number (APN): R02125
Secondary Access: Joliet Street
Development Program: DEAL (Development Enhanced Agreements for Livability)
Executive Summary
This proposal entails the subdivision of APN R02125 pursuant to the City of Caldwell’s DEAL
framework to facilitate construction of a six-unit townhouse development. The subject site is
strategically positioned for low-impact infill and is consistent with adopted land use and zoning
protocols outlined in the City’s Comprehensive Plan. The development advances public infrastructure
coordination, medium-density housing initiatives, and neighborhood integration consistent with R-2 overlay guidelines.
Subdivision Configuration and Residential Typology
- The preliminary plat subdivides the parcel into six fee-simple lots for vertical townhouse units
- Each dwelling will feature a single-car garage, driveway, and three-bedroom floorplan
- All primary entries and garages are oriented toward N. 3rd Avenue, ensuring consistent urban
frontage and visual rhythm- Setbacks, lot widths, and dimensional compliance align with the R-2 district's prescribed standards
Circulation and Public Frontage Enhancements
- Vehicular ingress/egress is consolidated along N. 3rd Avenue, minimizing access points and
preserving traffic flow
- Pedestrian improvements include installation of sidewalks and curb infrastructure along Joliet Street
- Common landscape buffers (15’ along N. 3rd Avenue; 10’ along Joliet Street) will be implemented to soften urban edges and enhance walkability
Utility Infrastructure and Easement Coordination
- Municipal water and wastewater conveyance systems are located within N. 3rd Avenue, running
continuously parallel to the parcel’s northwest boundary
- Municipal irrigation infrastructure is available on the southeast rear property line, abutting Joliet
Street and supporting xeriscaping and native plant palettes- A 19-foot-wide utility easement at the parcel’s northeast corner will be preserved for existing City sanitary infrastructure and overhead Idaho Power service. No vertical construction is proposed within
easement boundaries
Compliance, Conformance, and Benefit Analysis
This plat meets all statutory and administrative requirements for subdivision approval under the
DEAL Program:- Zoning Conformance: All proposed lots comply with R-2 dimensional standards, use regulations, and density allowances
- Infrastructure Optimization: Existing utility corridors are leveraged to minimize disturbance and
installation cost
- Enhanced Livability: Landscape buffers, pedestrian routes, and integrated unit design promote a
livable, walkable environment consistent with City vision
- Development Coordination: This project illustrates ideal alignment between private development and public resource allocation
Attachments and Supplemental Documentation
- Scaled Preliminary Plat Drawing
- Lot Configuration Table
- Utility and Easement Exhibit
- Landscape Plan Sheet- DEAL Program Submittal Checklist
PROJECT LOCATION
VICINITY MAP
GARAGEA: 262 sq ft
GARAGEA: 262 sq ft
GARAGEA: 262 sq ft
GARAGEA: 262 sq ft
GARAG
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GARAGEA: 262 sq ft
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A PORTION OF GOLDEN GATE ADDITION TO CALDWELL, LYING IN THENW 1/4 NE 1/4 OF SECTION 22 AND THE SW 1/4 SE 1/4 OF SECTION 15 T4N,R3W, B.M. CALDWELL, CANYON COUNTY, IDAHO2025
PRELIMINARY PLAT FORDEAL SUBDIVISION
Date:
As Shown
Scale:
Drawn By:
LAWSON DESIGN INC.
Drawing Title:
Monday, September 8, 2025
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ARCITECTURAL
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838 sq ft
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DEAL SUBDIVISION
WESTERLY CORNER OF BLOCK 48
1102 N. 3RD AVENUE
CALDWELL, CANYON COUNTY, IDAHO
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
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UNIT 106
A: 575 sq ft
GARAGEA: 263 sq ft
UNIT 105
A: 575 sq ft
GARAGE
A: 263 sq ft
UNIT 104
A: 575 sq ft
GARAGEA: 263 sq ft
UNIT 101
A: 575 sq ft
UNIT 102
A: 576 sq ft
GARAGE
A: 263 sq ft
UNIT 103
A: 575 sq ft
GARAGEA: 263 sq ft
GARAGE
A: 262 sq ft
SCALE: 3/32" = 1'-0"1 SITE PLAN
Date:
As Shown
Scale:
Drawn By:
LAWSON DESIGN INC.
Drawing Title:
Monday, September 8, 2025
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PROFESSIONAL SEAL
PRESCRIPTIVE ENERGY COMPLIANCE
2018 INTERNATIONAL ENERGY CONSERVATION COE IECC
THE PROPSED BUILDING HAS BEEN DESIGNED TO MEET OR EXCEED THEREQUIRMENTS OF THE INTERNATION ENERGY CONSERVATION CODE
INSULATION AND FENESTRATION BY COMPONENT
CLIMATE ZONE WINDOWU-FACTOR CEILING R-VALUE WOOD WALL R-VALUE FLOOR R-VALUE SLAB R-VALUE CRAWL SPACER-VALUE
B .31 38 21 30 10 19
DESIGN CRITERIA: CALDWELL CITY
Seismic Design Category: B
Wind Speed: 115 mph
Roof Snow Load: 25 psf
Ground Snow Load: 20 psf
Frost Depth: 24 inches
Collateral Load: minimum 5 psf
2018 International Residential Code (IRC) – Parts I, II, III, IV, and IX
2018 International Building Code (IBC)
2018 International Energy Conservation Code (IECC), with state amendments
Plus: Mechanical, Fuel Gas, Fire, Existing Buildings, Plumbing, Property Maintenance, and Electrical Codes (NEC)
CODES: IRC 2018, IECC 2018DESIGN LOADS
SHEET INDEX
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TITLE PAGE
OVERAL LAYOUT
NOTES
DEMOLITION
GRADING AND STREET WIDENING PLAN
SEWER DETAIL
GRADING AND DRAINAGE DETAILS
LANDSCAPE PLAN
LANDSCAPE NOTES & DETAILS
PRELIMINARY PLAT COVER SHEET
PRELIMINARY PLAT
ARCITECTURAL SITE PLAN
FLOOR PLANS 1/4"
2ND FLOOR PLAN
ELEVATIONS
ELEVATIONS
ELECT PLANS
PROJECT LOCATION