HomeMy WebLinkAboutLANDSCAPE PLAN 12.07.22 - 22-00888 - Teton River Subdivision - Platg
g
g
g
g
g
g
g
g
g
g
g
g
g
g
g
g
g
g
g
g
g
g
g
g
g
g
g
t
o
p
t
o
p
t
o
p
t
o
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
t
o
e
t
o
e
t
o
e
t
o
e
t
o
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
t
o
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
t
o
p
to
p
t
o
p
t
o
p
t
o
p
t
o
e
t
o
p
t
o
p
t
o
p
t
o
e toe
t
o
e
t
o
e
t
o
e
t
o
e
t
o
e
t
o
e
t
o
e
t
o
e
toe toe toe toe
t
o
e toe toe toe
t
o
e toe toe toe
pp
pp pp pp pp
pp
pp pp pp
pp pp pp
pp
pp
pp
pp
pp
pp
pp
pp
pppp
S
sdsdsd
sd
sd
sdsd
toetoe
t
o
p
top
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
SD
SD
SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
S
D
SD
IR
IR
IRR
IR
IRR
IRIRR IR IR
IR IR
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.0 - 12/07/2022 04:36pm, kendall.hancey
1 5
RE
V
I
S
I
O
N
S
RE
V
#
DA
T
E
DR
A
W
I
N
G
I
N
F
O
DA
T
E
DE
S
I
G
N
E
D
DR
A
W
N
*S
E
E
G
E
N
E
R
A
L
N
O
T
E
S
S
H
E
E
T
WA
R
N
I
N
G
0
1
2
IF
T
H
I
S
B
A
R
D
O
E
S
N
O
T
ME
A
S
U
R
E
2
"
T
H
E
N
DR
A
W
I
N
G
I
S
N
O
T
T
O
S
C
A
L
E
CI
T
Y
R
E
V
I
E
W
S
E
T
ww
w
.
h
o
r
r
o
c
k
s
.
c
o
m
PAGE
C
PR
O
J
E
C
T
CH
E
C
K
E
D
D
B
A
#
2 3 4
21
9
4
S
n
a
k
e
R
i
v
e
r
P
k
w
y
.
,
S
u
i
t
e
2
0
5
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
12
/
0
1
/
2
0
2
2
OV
E
R
A
L
L
L
A
N
D
S
C
A
P
E
P
L
A
N
TE
T
O
N
R
I
V
E
R
T
E
M
P
L
E
O
F
F
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
RE
X
B
U
R
G
,
I
D
A
H
O
7
L.1.0
H
O R R O C
K
S
E
N
G I N E E R
S
N
0 100'200'
SCALE: 1" = 100'
2ND EAST -
LANDSCAPE PLAN
SHEET L.1.1
2ND EAST -
LANDSCAPE PLAN
SHEET L.1.2
STREET B -
LANDSCAPE PLAN
SHEET L.1.7
STREET B -
LANDSCAPE PLAN
SHEET L.1.8
ST
R
E
E
T
A
-
LA
N
D
S
C
A
P
E
P
L
A
N
SH
E
E
T
L.
1
.
6
ST
R
E
E
T
A
-
LA
N
D
S
C
A
P
E
P
L
A
N
SH
E
E
T
L.
1
.
5
MO
O
D
Y
R
O
A
D
-
LA
N
D
S
C
A
P
E
P
L
A
N
SH
E
E
T
L.
1
.
4
MO
O
D
Y
R
O
A
D
-
LA
N
D
S
C
A
P
E
P
L
A
N
SH
E
E
T
L.
1
.
3
STREET C -
LANDSCAPE PLAN
SHEET L.1.9
STREET C -
LANDSCAPE PLAN
SHEET L.1.10
1.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL
MATERIALS FOR BIDDING AND INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE
PLAN SHALL DICTATE QUANTITIES TO BE USED.
2.TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS:
2.1.6" DEPTH IN ALL PLANTER BED AREAS
2.2.4" DEPTH IN ALL TURF SOD AREAS
2.3.4" DEPTH IN ALL NEW SEED AREAS.
2.4.2" DEPTH IN ALL RESTORATION AREAS THAT WERE PREVIOUSLY VEGETATED.
3.EDGING SHALL BE IMPLEMENTED BETWEEN ALL VARYING LANDSCAPE MATERIALS SUCH
AS TURF GRASS AND BARK MULCH, BARK MULCH AND ROCK MULCH, TURF GRASS AND
BROADCAST SEED, ETC. EXACT TYPE OF EDGING SHALL BE INDICATED ON THE PLANS. IF
NO EDGING IS INDICATED ON THE PLANS A 6" X 6" SLIP FORMED, SQUARE CONCRETE
CURB SHALL BE USED.
4.LANDSCAPE ROCK AND BARK MULCH COLOR AND TYPE TO BE APPROVED BY OWNER.
SUBMIT SAMPLES FOR APPROVAL PRIOR TO INSTALLATION. MULCH MATERIAL SHALL BE
IMPLEMENTED IN ALL PLANTER BED AREAS INDICATED ON THE PLANS AT THE FOLLOWING
DEPTHS:
4.1.1-2" DIAMETER FRACTURED STONE : 4"
4.2.2-4" DIAMETER FRACTURED STONE: 4"
4.3.STONE LARGER THAN 4" IN DIAMETER: DEPTH SHALL BE TWICE THE DIAMETER OF THE
SMALLEST STONE IN THE SPECIFIED GRADATION.
4.4.1-2" COBBLE ROCK: 4"
4.5.2-4" COBBLE ROCK: 6"
4.6.PULL MULCH MIN. OF 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN.
6" AWAY FROM ALL TREES.
5.INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL LAWS AND
ORDINANCES.
6.ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND
PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM. USE
MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT WRITTEN
PERMISSION OF THE OWNER OR LANDSCAPE ARCHITECT
7.BASE PLAN & LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD
VERIFY ALL BASE & EXISTING ELEMENTS PRIOR TO CONSTRUCTION & PROVIDE
NECESSARY ADJUSTMENTS.
8.ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR
PERIOD AFTER PLANTING. FOLLOWING THE FIRST 24 HOURS ALL PLANTS SHALL BE
WATERED ROUTINELY TO ENSURE SURVIVABILITY AND PROMOTE ESTABLISHMENT.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A WATERING SCHEDULE FOR THE
OWNER'S REVIEW AND REFERENCE.
9.THE CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR ONE-YEAR AFTER DATE
OF FINAL ACCEPTANCE.
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND AVOIDANCE OF
ALL UNDERGROUND UTILITIES DURING THE INSTALLATION OF LANDSCAPE AND
IRRIGATION ELEMENTS. SHOULD ANY DAMAGE OCCUR TO UNDERGROUND UTILITIES THE
CONTRACTOR SHALL REPLACE OR REPAIR THE DAMAGE AT NO ADDITIONAL COST TO THE
OWNER.
11.PRIOR TO STREET/PUBLIC TREE INSTALLATION, PRUNING (CROWN/ROOT) OR REMOVAL
PLEASE HAVE THE CONTRACTED LICENSED CERTIFIED ARBORIST SUBMIT A COMPLETE
PUBLIC TREE PERMIT APPLICATION AT LEAST 10 DAYS PRIOR TO WORK BEING
PERFORMED FOR THIS PROJECT TO INCLUDE CERTIFIED ARBORIST INFORMATION AND
START AND COMPLETION DATES."
12.DIMENSIONS SHOWN ON LANDSCAPE PLAN ARE SHOWN FOR REFERENCE AND TO AID IN
INSTALLATION. SLIGHT DEVIATIONS (+/-1') FROM THE DIMENSIONS SHOWN ARE
ACCEPTABLE AS LONG AS THE OVERALL INTENT OF THE DESIGN IS MAINTAINED.
13.THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY EXISTING TREES DAMAGED
DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER OR DEVELOPER.
14.IRRIGATION SYSTEM FOR ALL LANDSCAPE AREAS SHALL BE PROVIDED USING EXISTING
PRESSURIZED IRRIGATION LINES AND THE SOURCE. THE SYSTEM SHALL BE A
COMBINATION OF SPRAY/ROTARY HEADS FOR TURF GRASS AREAS AND DRIP TUBING
WITH IN LINE EMITTERS FOR SHRUB AND TREE PLANTING AREAS. SEE IRRIGATION PLANS
FOR EXACT LAYOUT.
15.UTILITY LAYOUTS FOR THE CZC SUBMITTAL ARE DIAGRAMMATIC AND SUBJECT TO
CHANGE AS THE DESIGN PROGRESSES. THE LANDSCAPE PLAN WILL BE UPDATED
ACCORDINGLY TO RESOLVE CONFLICTS BETWEEN UTILITIES/UTILITY EASEMENTS AND
PLANTINGS .
GENERAL LANDSCAPE NOTES
SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE
GROUND COVERS QTY BOTANICAL / COMMON NAME
285,723 SF POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS
PLANT SCHEDULE OVERALL
to
p
to
p
to
p
to
p
t
o
p
t
o
p
t
o
p
4885
4890
48814882488348844886488748884889489148924893
4
8
8
5
4
8
9
0
48
9
5
4
8
8
6
4
8
8
7
4
8
8
8
4
8
8
9
4
8
9
1
4
8
9
2
4
8
9
3
48
9
4
48
9
6
4
8
9
7
IRR
8+00 9+00 10+00 11+00 12+00PI
:
7
+
9
2
.
3
1
4880 4879
4
8
8
1
4
8
8
2
4
8
8
3
4
8
8
4
4880
4878
4879
S
D
SD
IR
IRR
IRR
IRR
IRR IRR IRR IRR IRR IRR
12+00 13+00 14+00
15+00
16+00 17+00
PI
:
1
3
+
6
9
.
9
6
PI
:
1
5
+
4
9
.
9
6
pp
4880
4876
4876
4877
4877
4878
4878
4879
4
8
7
8
48
7
8
8'
'
W
S
S
S
S
D
SD SD
IRIRR IRIRR IR
17+00
18+00
19+00 20+00 21+00 22+00
PI
:
1
7
+
4
9
.
9
6
P
I
:
1
8
+
5
9
.
7
3
PI
:
1
8
+
6
5
.
7
3
78
+
0
0
79
+
0
0
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.1 - 12/07/2022 04:29pm, kendall.hancey
1 5
RE
V
I
S
I
O
N
S
RE
V
#
DA
T
E
DR
A
W
I
N
G
I
N
F
O
DA
T
E
DE
S
I
G
N
E
D
DR
A
W
N
*S
E
E
G
E
N
E
R
A
L
N
O
T
E
S
S
H
E
E
T
WA
R
N
I
N
G
0
1
2
IF
T
H
I
S
B
A
R
D
O
E
S
N
O
T
ME
A
S
U
R
E
2
"
T
H
E
N
DR
A
W
I
N
G
I
S
N
O
T
T
O
S
C
A
L
E
CI
T
Y
R
E
V
I
E
W
S
E
T
ww
w
.
h
o
r
r
o
c
k
s
.
c
o
m
PAGE
C
PR
O
J
E
C
T
CH
E
C
K
E
D
D
B
A
#
2 3 4
21
9
4
S
n
a
k
e
R
i
v
e
r
P
k
w
y
.
,
S
u
i
t
e
2
0
5
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
12
/
0
1
/
2
0
2
2
2N
D
E
A
S
T
-
L
A
N
D
S
C
A
P
E
P
L
A
N
TE
T
O
N
R
I
V
E
R
T
E
M
P
L
E
O
F
F
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
RE
X
B
U
R
G
,
I
D
A
H
O
7
L.1.1
H
O R R O
C
K
S
E
N
G I N E E R
S
N
0 20'40'
SCALE: 1" = 20'
SH
E
E
T
L
.
1
.
1
ST
A
:
1
2
+
0
0
2ND EAST
SH
E
E
T
L
.
1
.
1
ST
A
:
1
7
+
0
0
2ND EAST
SH
E
E
T
L
.
1
.
1
ST
A
:
1
2
+
0
0
SH
E
E
T
L
.
1
.
2
ST
A
:
2
2
+
0
0
2ND EAST
SH
E
E
T
L
.
1
.
1
ST
A
:
1
7
+
0
0
1
1
1
2
2
2 2
SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE L.1.1
GROUND COVERS QTY BOTANICAL / COMMON NAME
64,646 SF POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS
PLANT SCHEDULE L.1.1
SD SD SD SD
22+00 23+00 24+00 25+00 26+00 27+00PI
:
2
5
+
5
0
.
7
7
PI
:
2
6
+
5
1
.
7
7
4875
4875
4876
4876
4877
4877
4877
4878
4879
487
9
487
7
SD SD SD
27+00 28+00 29+00 30+00
31+00
32+00
PI
:
2
9
+
8
9
.
0
5
PI
:
3
1
+
6
9
.
0
5
g
g
S
t
o
e
t
o
e
t
o
e
toe
toe
toe
t
o
e
t
o
e
t
o
e
toe
toe
toe
t
o
p
t
o
p
t
o
p
t
o
p
t
o
p
top
top
top top top
t
o
p
t
o
p
t
o
p
t
o
p
top
top
top
t
o
p
t
o
p
4875
4875
4876
4876
4877
4877
4877
4878
487
5
487
5
487
6
487
6
4877
4878
48
7
7
4
8
7
7
16
'
'
W
16
'
'
W
16
'
'
W
s
s
s
s
s
S
S
S
S
SD
IR IRIRR
32+00 33+00
3
4
+
0
0
PC
:
3
3
+
6
9
.
0
5
PT: 34+20.03
58
+
0
0
59
+
0
0
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.2 - 12/07/2022 04:30pm, kendall.hancey
1 5
RE
V
I
S
I
O
N
S
RE
V
#
DA
T
E
DR
A
W
I
N
G
I
N
F
O
DA
T
E
DE
S
I
G
N
E
D
DR
A
W
N
*S
E
E
G
E
N
E
R
A
L
N
O
T
E
S
S
H
E
E
T
WA
R
N
I
N
G
0
1
2
IF
T
H
I
S
B
A
R
D
O
E
S
N
O
T
ME
A
S
U
R
E
2
"
T
H
E
N
DR
A
W
I
N
G
I
S
N
O
T
T
O
S
C
A
L
E
CI
T
Y
R
E
V
I
E
W
S
E
T
ww
w
.
h
o
r
r
o
c
k
s
.
c
o
m
PAGE
C
PR
O
J
E
C
T
CH
E
C
K
E
D
D
B
A
#
2 3 4
21
9
4
S
n
a
k
e
R
i
v
e
r
P
k
w
y
.
,
S
u
i
t
e
2
0
5
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O C
K
S
E
N
G I N E E R
S
N
0 20'40'
SCALE: 1" = 20'
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
12
/
0
1
/
2
0
2
2
2N
D
E
A
S
T
-
L
A
N
D
S
C
A
P
E
P
L
A
N
TE
T
O
N
R
I
V
E
R
T
E
M
P
L
E
O
F
F
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
RE
X
B
U
R
G
,
I
D
A
H
O
8
L.1.2
SH
E
E
T
L
.
1
.
2
ST
A
:
2
7
+
0
0
SH
E
E
T
L
.
1
.
1
ST
A
:
2
2
+
0
0
2ND EAST
SH
E
E
T
L
.
1
.
2
ST
A
:
3
2
+
0
0
SH
E
E
T
L
.
1
.
2
ST
A
:
2
7
+
0
0
2ND EAST
SH
E
E
T
L
.
1
.
2
ST
A
:
3
2
+
0
0
2ND EAST
1
1
1
1
2 2 2 2
2 2 2
2
2
SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE L.1.2
GROUND COVERS QTY BOTANICAL / COMMON NAME
72,675 SF POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS
PLANT SCHEDULE L.1.2
pp
pp
48
7
5
48
7
5
4
8
7
5
48
7
4
4875
4875
4875
16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SD
SD
41+00 42+00 43+00 44+00 45+00 46+00
11
7
+
0
0
pp
4876
4876
4877
16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SD
46+00 47+00 48+00 49+00 50+00
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.3 - 12/07/2022 04:31pm, kendall.hancey
1 5
RE
V
I
S
I
O
N
S
RE
V
#
DA
T
E
DR
A
W
I
N
G
I
N
F
O
DA
T
E
DE
S
I
G
N
E
D
DR
A
W
N
*S
E
E
G
E
N
E
R
A
L
N
O
T
E
S
S
H
E
E
T
WA
R
N
I
N
G
0
1
2
IF
T
H
I
S
B
A
R
D
O
E
S
N
O
T
ME
A
S
U
R
E
2
"
T
H
E
N
DR
A
W
I
N
G
I
S
N
O
T
T
O
S
C
A
L
E
CI
T
Y
R
E
V
I
E
W
S
E
T
ww
w
.
h
o
r
r
o
c
k
s
.
c
o
m
PAGE
C
PR
O
J
E
C
T
CH
E
C
K
E
D
D
B
A
#
2 3 4
21
9
4
S
n
a
k
e
R
i
v
e
r
P
k
w
y
.
,
S
u
i
t
e
2
0
5
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O
C
K
S
E
N
G I N E E R
SN
0 20'40'
SCALE: 1" = 20'
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
12
/
0
1
/
2
0
2
2
MO
O
D
Y
R
O
A
D
-
L
A
N
D
S
C
A
P
E
P
L
A
N
TE
T
O
N
R
I
V
E
R
T
E
M
P
L
E
O
F
F
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
RE
X
B
U
R
G
,
I
D
A
H
O
9
L.1.3
SH
E
E
T
L
.
1
.
3
ST
A
:
4
6
+
0
0
MOODY ROAD
SH
E
E
T
L
.
1
.
4
ST
A
:
5
0
+
0
0
MOODY ROAD
SH
E
E
T
L
.
1
.
3
ST
A
:
4
6
+
0
0
GROUND COVERS QTY BOTANICAL / COMMON NAME
17,916 SF POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS
PLANT SCHEDULE L.1.3
1
1
2 2
2 2
SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE L.1.3
pppp
4876
4876
4877
4877
4877
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SD
50+00 51+00 52+00 53+00 54+00 55+00
97
+
0
0
w
w
pp
S
to
e
to
e
to
e
to
e
to
p
to
p
to
p
to
p
to
p
to
p
48
7
7
16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W
s
s
s
s
s
s
s
s
s
s
s
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SD
IR
I
R
R
34+
0
0
35+0035+08
PC: 33+69.05
PT
:
3
4
+
2
0
.
0
3
EP
:
3
5
+
0
8
.
0
3
55+00 56+00 57+00 58+00 59+00
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.4 - 12/07/2022 04:31pm, kendall.hancey
1 5
RE
V
I
S
I
O
N
S
RE
V
#
DA
T
E
DR
A
W
I
N
G
I
N
F
O
DA
T
E
DE
S
I
G
N
E
D
DR
A
W
N
*S
E
E
G
E
N
E
R
A
L
N
O
T
E
S
S
H
E
E
T
WA
R
N
I
N
G
0
1
2
IF
T
H
I
S
B
A
R
D
O
E
S
N
O
T
ME
A
S
U
R
E
2
"
T
H
E
N
DR
A
W
I
N
G
I
S
N
O
T
T
O
S
C
A
L
E
CI
T
Y
R
E
V
I
E
W
S
E
T
ww
w
.
h
o
r
r
o
c
k
s
.
c
o
m
PAGE
C
PR
O
J
E
C
T
CH
E
C
K
E
D
D
B
A
#
2 3 4
21
9
4
S
n
a
k
e
R
i
v
e
r
P
k
w
y
.
,
S
u
i
t
e
2
0
5
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O
C
K
S
E
N
G I N E E R
SN
0 20'40'
SCALE: 1" = 20'
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
12
/
0
1
/
2
0
2
2
MO
O
D
Y
R
O
A
D
-
L
A
N
D
S
C
A
P
E
P
L
A
N
TE
T
O
N
R
I
V
E
R
T
E
M
P
L
E
O
F
F
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
RE
X
B
U
R
G
,
I
D
A
H
O
10
L.1.4
MOODY ROAD
SH
E
E
T
L
.
1
.
3
ST
A
:
5
0
+
0
0
SH
E
E
T
L
.
1
.
3
ST
A
:
5
5
+
0
0
MOODY ROAD
SH
E
E
T
L
.
1
.
3
ST
A
:
5
5
+
0
0
1
1
1
2
2
2 2
GROUND COVERS QTY BOTANICAL / COMMON NAME
24,591 SF POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS
PLANT SCHEDULE L.1.4
SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE L.1.4
4877
4877
4878
4878
4878
4878
4878
4878
4876
4876
4876
4876
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W
S
S
S
S
SS SS SS SS
SS SS SS SS SS SS
SD
SD
61+00 62+00 63+00 64+00 65+00 66+00
10
1
+
0
0
4878
4878
4878
4878
4878
4878
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W
S
S
S
S
S
S
S
SS SS SS SS SS SS
SS SS SS SS SS
66+00 67+00 68+00 69+00 70+00 71+00 72+00
81
+
0
0
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.5 - 12/07/2022 04:32pm, kendall.hancey
1 5
RE
V
I
S
I
O
N
S
RE
V
#
DA
T
E
DR
A
W
I
N
G
I
N
F
O
DA
T
E
DE
S
I
G
N
E
D
DR
A
W
N
*S
E
E
G
E
N
E
R
A
L
N
O
T
E
S
S
H
E
E
T
WA
R
N
I
N
G
0
1
2
IF
T
H
I
S
B
A
R
D
O
E
S
N
O
T
ME
A
S
U
R
E
2
"
T
H
E
N
DR
A
W
I
N
G
I
S
N
O
T
T
O
S
C
A
L
E
CI
T
Y
R
E
V
I
E
W
S
E
T
ww
w
.
h
o
r
r
o
c
k
s
.
c
o
m
PAGE
C
PR
O
J
E
C
T
CH
E
C
K
E
D
D
B
A
#
2 3 4
21
9
4
S
n
a
k
e
R
i
v
e
r
P
k
w
y
.
,
S
u
i
t
e
2
0
5
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O
C
K
S
E
N
G I N E E R
SN
0 20'40'
SCALE: 1" = 20'
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
12
/
0
1
/
2
0
2
2
ST
R
E
E
T
A
-
L
A
N
D
S
C
A
P
E
P
L
A
N
TE
T
O
N
R
I
V
E
R
T
E
M
P
L
E
O
F
F
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
RE
X
B
U
R
G
,
I
D
A
H
O
11
L.1.5
SH
E
E
T
L
.
1
.
5
ST
A
:
6
6
+
0
0
STREET A
SH
E
E
T
L
.
1
.
6
ST
A
:
7
2
+
0
0
STREET ASH
E
E
T
L
.
1
.
5
ST
A
:
6
6
+
0
0
2
2
2
2
1
1
1
1
GROUND COVERS QTY BOTANICAL / COMMON NAME
25,898 SF POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS
PLANT SCHEDULE L.1.5
SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE L.1.5
g
g
g
g
g
g
g
t
o
e
t
o
e
t
o
e
t
o
e
t
o
e
t
o
e
to
e
pp
pppp
4878
4878
4879
4879
4879
4879
4879
4879
8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W
SS
S
S
S
S
S
S
S
S
S
I
R
I
R
I
R
R
1
8
+
0
0
PI: 18+59.73
PI: 18+65.73
76+00 77+00 78+00 79+00
4878
4878
4878
4878
4878
4878
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SD
SD
72+00 73+00 74+00 75+00 76+00
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.6 - 12/07/2022 04:32pm, kendall.hancey
1 5
RE
V
I
S
I
O
N
S
RE
V
#
DA
T
E
DR
A
W
I
N
G
I
N
F
O
DA
T
E
DE
S
I
G
N
E
D
DR
A
W
N
*S
E
E
G
E
N
E
R
A
L
N
O
T
E
S
S
H
E
E
T
WA
R
N
I
N
G
0
1
2
IF
T
H
I
S
B
A
R
D
O
E
S
N
O
T
ME
A
S
U
R
E
2
"
T
H
E
N
DR
A
W
I
N
G
I
S
N
O
T
T
O
S
C
A
L
E
CI
T
Y
R
E
V
I
E
W
S
E
T
ww
w
.
h
o
r
r
o
c
k
s
.
c
o
m
PAGE
C
PR
O
J
E
C
T
CH
E
C
K
E
D
D
B
A
#
2 3 4
21
9
4
S
n
a
k
e
R
i
v
e
r
P
k
w
y
.
,
S
u
i
t
e
2
0
5
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O
C
K
S
E
N
G I N E E R
SN
0 20'40'
SCALE: 1" = 20'
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
12
/
0
1
/
2
0
2
2
ST
R
E
E
T
A
-
L
A
N
D
S
C
A
P
E
P
L
A
N
TE
T
O
N
R
I
V
E
R
T
E
M
P
L
E
O
F
F
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
RE
X
B
U
R
G
,
I
D
A
H
O
11
L.1.6
STREET ASH
E
E
T
L
.
1
.
6
ST
A
:
7
5
+
0
0
SH
E
E
T
L
.
1
.
6
ST
A
:
7
6
+
0
0
STREET ASH
E
E
T
L
.
1
.
5
ST
A
:
7
2
+
0
0
1
1
1
1
2
2
GROUND COVERS QTY BOTANICAL / COMMON NAME
16,421 SF POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS
PLANT SCHEDULE L.1.6
SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE L.1.6
4878
4878
4878
4878
4878
4878
8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
S
S
S
SSSSSSSSSSSSSSSSS
SS
72
+
0
0
81+00 82+00 83+00 84+00 85+00
4876
4876
4876
4876
8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
S SS SS
S
S
SS SS SS SS SS SS SS SS
SD
SD
SS
85+00 86+00 87+00 88+00 89+00 90+00
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.7 - 12/07/2022 04:33pm, kendall.hancey
1 5
RE
V
I
S
I
O
N
S
RE
V
#
DA
T
E
DR
A
W
I
N
G
I
N
F
O
DA
T
E
DE
S
I
G
N
E
D
DR
A
W
N
*S
E
E
G
E
N
E
R
A
L
N
O
T
E
S
S
H
E
E
T
WA
R
N
I
N
G
0
1
2
IF
T
H
I
S
B
A
R
D
O
E
S
N
O
T
ME
A
S
U
R
E
2
"
T
H
E
N
DR
A
W
I
N
G
I
S
N
O
T
T
O
S
C
A
L
E
CI
T
Y
R
E
V
I
E
W
S
E
T
ww
w
.
h
o
r
r
o
c
k
s
.
c
o
m
PAGE
C
PR
O
J
E
C
T
CH
E
C
K
E
D
D
B
A
#
2 3 4
21
9
4
S
n
a
k
e
R
i
v
e
r
P
k
w
y
.
,
S
u
i
t
e
2
0
5
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O
C
K
S
E
N
G I N E E R
S
N
0 20'40'
SCALE: 1" = 20'
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
12
/
0
1
/
2
0
2
2
ST
R
E
E
T
B
-
L
A
N
D
S
C
A
P
E
P
L
A
N
TE
T
O
N
R
I
V
E
R
T
E
M
P
L
E
O
F
F
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
RE
X
B
U
R
G
,
I
D
A
H
O
11
L.1.7
SH
E
E
T
L
.
1
.
7
ST
A
:
8
5
+
0
0
STREET B
SH
E
E
T
L
.
1
.
8
ST
A
:
9
0
+
0
0
STREET B
SH
E
E
T
L
.
1
.
7
ST
A
:
8
6
+
0
0
1
1
1
1
2
2
GROUND COVERS QTY BOTANICAL / COMMON NAME
19,244 SF POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS
PLANT SCHEDULE L.1.7
SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE L.1.7
4876
4876
4876
4876
8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W
SSSSS SS SS SS SS SS SS
SD
SD
90+00 91+00 92+00 93+00 94+00
4876
4876
4877
4877
4877
4877
4877
4877
8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W
16
'
'
W
16
'
'
W
S
S
S
S
S
SSSSS SS SS SS SS
51
+
0
0
52
+
0
0
94+00 95+00 96+00 97+00
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.8 - 12/07/2022 04:33pm, kendall.hancey
1 5
RE
V
I
S
I
O
N
S
RE
V
#
DA
T
E
DR
A
W
I
N
G
I
N
F
O
DA
T
E
DE
S
I
G
N
E
D
DR
A
W
N
*S
E
E
G
E
N
E
R
A
L
N
O
T
E
S
S
H
E
E
T
WA
R
N
I
N
G
0
1
2
IF
T
H
I
S
B
A
R
D
O
E
S
N
O
T
ME
A
S
U
R
E
2
"
T
H
E
N
DR
A
W
I
N
G
I
S
N
O
T
T
O
S
C
A
L
E
CI
T
Y
R
E
V
I
E
W
S
E
T
ww
w
.
h
o
r
r
o
c
k
s
.
c
o
m
PAGE
C
PR
O
J
E
C
T
CH
E
C
K
E
D
D
B
A
#
2 3 4
21
9
4
S
n
a
k
e
R
i
v
e
r
P
k
w
y
.
,
S
u
i
t
e
2
0
5
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O
C
K
S
E
N
G I N E E R
S
N
0 20'40'
SCALE: 1" = 20'
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
12
/
0
1
/
2
0
2
2
ST
R
E
E
T
B
-
L
A
N
D
S
C
A
P
E
P
L
A
N
TE
T
O
N
R
I
V
E
R
T
E
M
P
L
E
O
F
F
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
RE
X
B
U
R
G
,
I
D
A
H
O
11
L.1.8
SH
E
E
T
L
.
1
.
8
ST
A
:
9
4
+
0
0
STREET B
SH
E
E
T
L
.
1
.
7
ST
A
:
9
0
+
0
0
STREET BSH
E
E
T
L
.
1
.
8
ST
A
:
9
4
+
0
0
1
1
1
1
2
2
GROUND COVERS QTY BOTANICAL / COMMON NAME
16,525 SF POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS
PLANT SCHEDULE L.1.8
SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE L.1.8
4877
4877
4878
4878
48
7
7
48
7
8
48
7
8
4
8
7
8
48
7
8
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
S
SS
SS
61
+
0
0
101+00 102+00 103+00 104+00 105+00
4876
4876
4876
SD
105+00 106+00 107+00 108+00 109+00 110+00
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.9 - 12/07/2022 04:34pm, kendall.hancey
1 5
RE
V
I
S
I
O
N
S
RE
V
#
DA
T
E
DR
A
W
I
N
G
I
N
F
O
DA
T
E
DE
S
I
G
N
E
D
DR
A
W
N
*S
E
E
G
E
N
E
R
A
L
N
O
T
E
S
S
H
E
E
T
WA
R
N
I
N
G
0
1
2
IF
T
H
I
S
B
A
R
D
O
E
S
N
O
T
ME
A
S
U
R
E
2
"
T
H
E
N
DR
A
W
I
N
G
I
S
N
O
T
T
O
S
C
A
L
E
CI
T
Y
R
E
V
I
E
W
S
E
T
ww
w
.
h
o
r
r
o
c
k
s
.
c
o
m
PAGE
C
PR
O
J
E
C
T
CH
E
C
K
E
D
D
B
A
#
2 3 4
21
9
4
S
n
a
k
e
R
i
v
e
r
P
k
w
y
.
,
S
u
i
t
e
2
0
5
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O
C
K
S
E
N
G I N E E R
S
N
0 20'40'
SCALE: 1" = 20'
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
12
/
0
1
/
2
0
2
2
ST
R
E
E
T
C
-
L
A
N
D
S
C
A
P
E
P
L
A
N
TE
T
O
N
R
I
V
E
R
T
E
M
P
L
E
O
F
F
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
RE
X
B
U
R
G
,
I
D
A
H
O
11
L.1.9
SH
E
E
T
L
.
1
.
9
ST
A
:
1
0
5
+
0
0
STREET C
SH
E
E
T
L
.
1
.
1
0
ST
A
:
1
1
0
+
0
0
STREET C
SH
E
E
T
L
.
1
.
9
ST
A
:
1
0
5
+
0
0
1
12
GROUND COVERS QTY BOTANICAL / COMMON NAME
15,233 SF POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS
PLANT SCHEDULE L.1.9
SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE L.1.9
4875
4875
4875
SD
110+00 111+00 112+00 113+00 114+00 115+00
pp
4875
4875
4875
4875
4874
4874
16
'
'
W
16
'
'
W
S
S
S
S
S
SD
41
+
0
0
115+00 116+00 117+00
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.10 - 12/07/2022 04:34pm, kendall.hancey
1 5
RE
V
I
S
I
O
N
S
RE
V
#
DA
T
E
DR
A
W
I
N
G
I
N
F
O
DA
T
E
DE
S
I
G
N
E
D
DR
A
W
N
*S
E
E
G
E
N
E
R
A
L
N
O
T
E
S
S
H
E
E
T
WA
R
N
I
N
G
0
1
2
IF
T
H
I
S
B
A
R
D
O
E
S
N
O
T
ME
A
S
U
R
E
2
"
T
H
E
N
DR
A
W
I
N
G
I
S
N
O
T
T
O
S
C
A
L
E
CI
T
Y
R
E
V
I
E
W
S
E
T
ww
w
.
h
o
r
r
o
c
k
s
.
c
o
m
PAGE
C
PR
O
J
E
C
T
CH
E
C
K
E
D
D
B
A
#
2 3 4
21
9
4
S
n
a
k
e
R
i
v
e
r
P
k
w
y
.
,
S
u
i
t
e
2
0
5
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O
C
K
S
E
N
G I N E E R
S
N
0 20'40'
SCALE: 1" = 20'
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
12
/
0
1
/
2
0
2
2
ST
R
E
E
T
C
-
L
A
N
D
S
C
A
P
E
P
L
A
N
TE
T
O
N
R
I
V
E
R
T
E
M
P
L
E
O
F
F
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
RE
X
B
U
R
G
,
I
D
A
H
O
11
L.1.10
SH
E
E
T
L
.
1
.
1
0
ST
A
:
1
1
5
+
0
0
STREET CSH
E
E
T
L
.
1
.
9
ST
A
:
1
1
0
+
0
0
STREET CSH
E
E
T
L
.
1
.
9
ST
A
:
1
1
0
+
0
0
1
1
2
2
GROUND COVERS QTY BOTANICAL / COMMON NAME
12,573 SF POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS
PLANT SCHEDULE L.1.10
SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE L.1.10
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.2.0 - 12/07/2022 04:34pm, kendall.hancey
1 5
RE
V
I
S
I
O
N
S
RE
V
#
DA
T
E
DR
A
W
I
N
G
I
N
F
O
DA
T
E
DE
S
I
G
N
E
D
DR
A
W
N
*S
E
E
G
E
N
E
R
A
L
N
O
T
E
S
S
H
E
E
T
WA
R
N
I
N
G
0
1
2
IF
T
H
I
S
B
A
R
D
O
E
S
N
O
T
ME
A
S
U
R
E
2
"
T
H
E
N
DR
A
W
I
N
G
I
S
N
O
T
T
O
S
C
A
L
E
CI
T
Y
R
E
V
I
E
W
S
E
T
ww
w
.
h
o
r
r
o
c
k
s
.
c
o
m
PAGE
C
PR
O
J
E
C
T
CH
E
C
K
E
D
D
B
A
#
2 3 4
21
9
4
S
n
a
k
e
R
i
v
e
r
P
k
w
y
.
,
S
u
i
t
e
2
0
5
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
12
/
0
1
/
2
0
2
2
LA
N
D
S
C
A
P
E
D
E
T
A
I
L
S
TE
T
O
N
R
I
V
E
R
T
E
M
P
L
E
O
F
F
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
RE
X
B
U
R
G
,
I
D
A
H
O
11
L.2.0
TOPSOIL
NOT TO SCALE
NOTES:
1.LANDSCAPE CONTRACTOR SHALL CONFIRM SUBBASE FINISH GRADE WITH
GENERAL CONTRACTOR PRIOR TO INSTALLATION OF TOPSOIL.
2.LANDSCAPE CONTRACTOR RESPONSIBLE TO LEAVE TOPSOIL FINISH
GRADE AT THE CORRECT LEVEL TO ACCOMMODATE TURFGRASS OR
MULCH AND STILL BE 1
2 " BELOW ADJACENT HARDSCAPES.
3.LANDSCAPE CONTRACTOR RESPONSIBLE TO COMPACT AND ALLOW
SETTLING OF TOPSOIL AND SUB-GRADE PRIOR TO PLANTING, SEEDING, OR
LAYING OF TURF SOD.
CLEAN TOPSOIL, IMPORTED OR
STOCKPILED. DEPTH PER PLANS AND
PLANTING DETAILS
MIX LOWER 2" OF
TOPSOIL AND
UPPER 2" OF
TILLED
SUB-GRADE.
TILL UPPER 6" OF
SUBGRADE PRIOR
TO INSTALLATION
OF TOPSOIL
UNDISTURBED SUBGRADE
1
LD-INS-TET OFF-35
TURF SOD
NOT TO SCALE
NOTES:
1.ROOT MAT THICKNESS WILL VARY ENSURE TOP OF ROOT MAT IS 1" BELOW
TOP OF CURB, WALK, OR EDGING. ADJUST DEPTHS AND DIMENSIONS SHOWN
AS NECESSARY.
2.SOD SHALL BE 100% KENTUCKY BLUEGRASS OR BIO GRASS BIO-NATIVE AS
SPECIFIED ON PLANS.
CONCRETE CURB,
SIDEWALK OR
EDGING IF APPLICABLE -
SEE PLAN.
SOD ROOT AREA
4" DEPTH OF CLEAN
TOPSOIL.
CROSS RIP OR TILL
SUBGRADE.
1"
4.
5
"
6"
LD-INS-TET OFF-29
2
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.3.0 - 12/07/2022 04:34pm, kendall.hancey
1 5
RE
V
I
S
I
O
N
S
RE
V
#
DA
T
E
DR
A
W
I
N
G
I
N
F
O
DA
T
E
DE
S
I
G
N
E
D
DR
A
W
N
*S
E
E
G
E
N
E
R
A
L
N
O
T
E
S
S
H
E
E
T
WA
R
N
I
N
G
0
1
2
IF
T
H
I
S
B
A
R
D
O
E
S
N
O
T
ME
A
S
U
R
E
2
"
T
H
E
N
DR
A
W
I
N
G
I
S
N
O
T
T
O
S
C
A
L
E
CI
T
Y
R
E
V
I
E
W
S
E
T
ww
w
.
h
o
r
r
o
c
k
s
.
c
o
m
PAGE
C
PR
O
J
E
C
T
CH
E
C
K
E
D
D
B
A
#
2 3 4
21
9
4
S
n
a
k
e
R
i
v
e
r
P
k
w
y
.
,
S
u
i
t
e
2
0
5
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
12
/
0
1
/
2
0
2
2
IR
R
I
G
A
T
I
O
N
S
P
E
C
I
F
I
C
A
T
I
O
N
S
TE
T
O
N
R
I
V
E
R
T
E
M
P
L
E
O
F
F
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
RE
X
B
U
R
G
,
I
D
A
H
O
11
L.3.0
SITE WORK
EXAMINATION
A.SITE VERIFICATION OF CONDITIONS
1.48 HOURS MINIMUM PRIOR TO PERFORMING ANY WORK ON SITE, CONTACT IDAHO DIGLINE OR
OTHER LOCALLY RECOGNIZED AND REPUTABLE UNDERGROUND UTILITY LOCATOR SERVICE
COMPANY TO ARRANGE FOR UTILITY LOCATION SERVICES.
2.POTHOLE TO VERIFY LOCATION OF EXISTING VARIOUS UNDERGROUND FACILITIES AT SUFFICIENT
LOCATIONS TO ASSURE THAT NO CONFLICT WITH THE PROPOSED WORK EXISTS AND SUFFICIENT
CLEARANCE IS AVAILABLE TO AVOID DAMAGE TO EXISTING FACILITIES.
3.PERFORM POTHOLING AT LEAST 10 WORKING DAYS IN ADVANCE OF PERFORMING ANY
EXCAVATION OR UNDERGROUND WORK.
4.UPON DISCOVERY OF CONFLICTS OR PROBLEMS WITH EXISTING FACILITIES, NOTIFY ARCHITECT BY
PHONE OF FAX WITHIN 24 HOURS, FOLLOW TELEPHONE OR FAX NOTIFICATION WITH LETTER AND
DIAGRAMS INDICATING CONFLICT OR PROBLEM AND SUFFICIENT MEASUREMENTS AND DETAILS TO
EVALUATE PROBLEM.
B.PROTECTION
1.AVOID SPILLAGE BY COVERING AND SECURING LOADS WHEN HAULING ON OR ADJACENT TO PUBLIC
STREETS OR HIGHWAYS.
2.REMOVE SPILLAGE AND SWEEP, WASH, OR OTHERWISE CLEAN PROJECT, STREETS, AND
HIGHWAYS.
3.DUST CONTROL-
3.1.TAKE PRECAUTIONS NECESSARY TO PREVENT DUST NUISANCE, BOTH ON-SITE AND
ADJACENT TO PUBLIC AND PRIVATE PROPERTIES.
3.2.CORRECT OR REPAIR DAMAGE CAUSED BY DUST.
3.3.EROSION CONTROL-
3.3.1.TAKE PRECAUTIONS NECESSARY TO PREVENT EROSION AND TRANSPORTATION OF SOIL
DOWNSTREAM, TO ADJACENT PROPERTIES, AND INTO ON-SITE OR OFF-SITE DRAINAGE
SYSTEMS.
3.3.2.DEVELOP, INSTALL AND MAINTAIN AN EROSION CONTROL PLAN IF REQUIRED BY LAW.
3.3.3.REPAIR AND CORRECT DAMAGE CAUSED BY EROSION.
C.IF SPECIFIED PRECAUTIONS ARE NOT TAKEN OR CORRECTIONS AND REPAIRS MADE PROMPTLY,
OWNER MAY TAKE SUCH STEPS AS MAY BE DEEMED NECESSARY AND DEDUCT COSTS OF SUCH
FROM MONIES DUE TO CONTRACTOR. SUCH ACTION OR LACK OF ACTION ON OWNER'S PAR DOES
NOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR PROPER PROTECTION OF THE WORK.
1.ADJUST EXISTING COVERS, BOXES, AND VAULTS TO GRADE.
2.REPLACE BROKEN OR DAMAGED COVERS, BOXES AND VAULTS.
3.INDEPENDENTLY CONFIRM SIZE, LOCATION, AND NUMBER OF COVERS, BOXES AND VAULTS WHICH
REQUIRE ADJUSTMENT.
D.FIELD QUALITY CONTROL
1.IF WORK HAS BEEN INTERRUPTED BY WEATHER, SCHEDULING, OR OTHER REASON, NOTIFY
ARCHITECT 24 HOURS MINIMUM PRIOR TO INTENDED RESUMPTION OF GRADING OR COMPACTING.
2.OWNER RESERVES THE RIGHT TO REQUIRE ADDITIONAL TESTING TO RE-AFFIRM SUITABILITY OF
COMPLETED WORK INCLUDING COMPACTING SOILS WHICH HAVE BEEN EXPOSED TO ADVERSE
WEATHER CONDITIONS.
LANDSCAPE FINISH GRADING
SUMMARY
A.INCLUDES BUT NOT LIMITED TO
1. PERFORM FINISH GRADING WORK REQUIRED TO PREPARE SITE FOR INSTALLATION OF
LANDSCAPING AS DESCRIBED IN CONTRACT DOCUMENTS.
MATERIALS
A. IMPORTED TOPSOIL TO MEET THE FOLLOWING CRITERIA:
1. FERTILE, LOOSE, FRIABLE SOIL MEETING FOLLOWING CRITERIA
1.1.CHEMICAL CHARACTERISTICS-
1.1.1. ACIDITY/ALKALINITY RANGE - PH 5.5 TO 7.7
1.1.2. SOLUBLE SALTS - LESS THAN 2.0 MMHOS/CM
1.1.3. SODIUM ABSORPTION RATIO (SAR) - LESS THAN 3.0
1.1.4. ORGANIC MATTER - GREATER THAN ONE PERCENT
1.2.PHYSICAL CHARACTERISTICS-
1.2.1. GRADATION AS DEFINED BY USDA TRIANGLE OF PHYSICAL CHARACTERISTICS
AS MEASURED BY HYDROMETER.
SAND - 15 TO 60 PERCENT
SILT - 10 TO 60 PERCENT
CLAY - 5 TO 30 PERCENT
1.2.2. CLEAN AND FREE FROM TOXIC MINERALS AND CHEMICALS, NOXIOUS WEEDS,
ROCKS LARGER THAN 1_1
2 INCH IN ANY DIMENSION, AND OTHER
OBJECTIONABLE MATERIALS.
1.3. SOIL SHALL NOT CONTAIN MORE THAN 2 PERCENT OF PARTICLES MEASURING
OVER 2.0 MM IN LARGEST SIZE.
PREPARATION
A. PRIOR TO GRADING, DIG OUT WEEDS FROM PLANTING AREAS BY THEIR ROOTS AND REMOVE FROM
SITE. BEFORE PLACING TOP SOIL IN LANDSCAPE AREAS, REMOVE ROCKS LARGER THAN 1 INCH IN SIZE AND
FOREIGN MATTER SUCH AS BUILDING RUBBLE, WIRE, CANS, STICKS, CONCRETE, ETC.
B.PRIOR TO PLACING TOPSOIL, REMOVE ANY IMPORTED BASE MATERIAL PRESENT IN PLANTING AREAS
DOWN TO NATURAL SUBGRADE OR OTHER MATERIAL ACCEPTABLE TO ARCHITECT.
PERFORMANCE
A. SITE TOLERANCES
1. TOTAL TOPSOIL DEPTH-
1.1. LAWN PLANTING AREAS - 4 INCHES MINIMUM
1.2. SHRUB & GROUNDCOVER PLANTING AREAS - 12 INCHES MINIMUM
THROUGHOUT ENTIRE SHRUB BED AREA.
2. ELEVATION OF TOPSOIL RELATIVE TO WALKS, CURBS OR OTHER PAVEMENTS BEFORE PLANTING
AND AFTER ADDITION OF SOIL AMENDMENTS -
2.1 SODDED LAWN AREAS - 2 INCHES BELOW
2.2. SHRUB & GROUNDCOVER AREAS - 2 INCHES BELOW
B. DO NOT EXPOSE OR DAMAGE EXISTING SHRUB OR TREE ROOTS.
C. DISTRIBUTE IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO SPECIFIED ELEVATION RELATIVE
TO WALK OR CURB.
D.SLOPE GRADE AWAY FROM BUILDING FOR 12 FEET MINIMUM FROM WALLS AT SLOPE OF 1
2 INCH PER FT
MINIMUM UNLESS OTHERWISE NOTED. HIGH POINT OF FINISH GRADE AT BUILDING FOUNDATION SHALL
BE 6 INCHES MINIMUM BELOW FINISH FLOOR LEVEL. DIRECT SURFACE DRAINAGE IN MANNER
INDICATED ON DRAWINGS BY MOLDING SURFACE TO FACILITATE NATURAL RUN_OFF OF WATER. FILL
LOW SPOTS AND POCKETS WITH TOP SOIL AND GRADE TO DRAIN PROPERLY.
IRRIGATION SYSTEMS
SUMMARY
A.THIS SECTION INCLUDES PIPING, VALVES, SPRINKLERS, LAWN SPRINKLER SPECIALTIES, CONTROLS,
AND WIRING.
SYSTEM DESCRIPTION
A.PROVIDE UNDERGROUND IRRIGATION SYSTEM DESIGN AND INSTALLATION AS REQUIRED FOR ALL
LANDSCAPING. DESIGN SYSTEM AS REQUIRED TO ACHIEVE FULL, EVEN COVERAGE WITHOUT
SPRAYING ONTO BUILDINGS, SIDEWALKS, FENCES, ETC.
B.CONTRACTOR SHALL VERIFY AVAILABLE PRESSURE (PSI) AND FLOW (GPM).
DEFINITION
A.CIRCUIT PIPING: DOWNSTREAM FROM CONTROL VALVES TO SPRINKLERS, SPECIALTIES, AND DRAIN
VALVES. PIPING IS UNDER PRESSURE DURING FLOW.
B.DRAIN PIPING: DOWNSTREAM FROM CIRCUIT-PIPING DRAIN VALVES. PIPING IS NOT UNDER
PRESSURE.
C.IRRIGATION MAIN PIPING: DOWNSTREAM FROM POINT OF CONNECTION TO WATER DISTRIBUTION
PIPING TO INCLUDING CONTROL VALVES PIPING IS UNDER WATER DISTRIBUTION SYSTEM PRESSURE.
SYSTEM PERFORMANCE REQUIREMENTS
A.MINIMUM WATER COVERAGE: 100 PERCENT OF TURF AND PANTING AREAS.
B.LOCATION OF SPRINKLERS AND SPECIALTIES: DESIGN LOCATION WILL BE APPROXIMATE. MADE
MINOR ADJUSTMENTS NECESSARY TO AVOID PLANTINGS AND OBSTRUCTIONS SUCH AS SIGNS AND
LIGHT STANDARDS.
C.MINIMUM WORKING PRESSURES: THE FOLLOWING ARE MINIMUM PRESSURE REQUIREMENTS FOR
PIPING, VALVES, AND SPECIALTIES, UNLESS OTHERWISE INDICATED:
1. IRRIGATION MAIN PIPING: 200 PSIG 1380 KPA.
2. CIRCUIT PIPING: 150 PSIG 1035 KPA.
3. DRAIN PIPING: 100 PSIG 690 KPA.
GUARANTEE
A.SUBMIT 1-YEAR WRITTEN GUARANTEE SIGNED BY UNDERGROUND SPRINKLER CONTRACTOR,
AGREEING TO REPAIR OR REPLACE ALL DEFECTS IN MATERIAL, EQUIPMENT AND WORKMANSHIP.
B.GUARANTEE SHALL ALSO COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISES RESULTING
FROM LEAKS OR OTHER DEFECTS IN MATERIAL, EQUIPMENT AND WORKMANSHIP TO THE
SATISFACTION OF THE OWNER. REPAIRS, IF REQUIRED, SHALL BE DONE PROMPTLY AT NO COST TO
THE OWNER.
SUBMITTALS
A.PRODUCT DATA: INCLUDE PRESSURE RATING, RATED CAPACITY, SETTINGS, AND ELECTRICAL DATA
OF SELECTED MODELS FOR THE FOLLOWING:
1. VALVES: INCLUDE ABOVEGROUND AND UNDERGROUND; GENERAL-DUTY,
MANUAL AND AUTOMATIC CONTROL, AND QUICK-COUPLER TYPES.
2. VALVE BOXES.
3. SPRINKLERS.
4. SPECIALTIES.
5. CONTROLLERS. INCLUDE WIRING DIAGRAMS.
B.SHOP DRAWINGS: COMPLETE IRRIGATION DESIGN. SHOW IRRIGATION PIPING, INCLUDING PLAN
LAYOUT AND LOCATIONS, TYPES SIZES CAPACITIES, AND FLOW CHARACTERISTICS OF PIPING AND
PIPE COMPONENTS, VALVES, SPRINKLERS, ROTORS AND DRIP SYSTEMS, LIGHTING PROTECTION,
ACCESSORIES SUCH AS AIR RELIEF VALVE, DRAINS ETC AND IRRIGATION CONTOLLER(S) AND
CONTROLLER WIRING. SHOW AREAS OF SPRINKLER SPRAY AND OVERSPRAY.
C.COORDINATION DRAWINGS: SHOW PIPING AND MAJOR SYSTEM COMPONENTS, INDICATE INTERFACE
AND SPATIAL RELATIONSHIP BETWEEN PIPING, SYSTEM COMPONENTS, ADJACENT UTILITIES, AND
PROXIMATE STRUCTURES.
D.MAINTENANCE DATA: TO INCLUDE IN MAINTENANCE MANUALS SPECIFIED IN DIVISION 1. INCLUDE
DATA FOR THE FOLLOWING:
1. SUBMIT THREE (3) COPIES OF TYPEWRITTEN INSTRUCTIONS, BOUND IN SUITABLE SIZED
RING BINDERS, RECOMMENDING PROCEDURES TO BE ESTABLISHED BY THE OWNER FOR THE
MAINTENANCE OF THE SYSTEM FROM YEAR TO YEAR. THIS SHALL INCLUDE COMPLETE
INSTRUCTIONS FOR SYSTEM OPERATION AND MAINTENANCE INCLUDING WINTERIZING AND
COMPLETE INSTRUCTIONS ON HOW TO DRAIN ENTIRE BACKFLOW PREVENTER TO PREVENT
FREEZING. SUBMIT MANUALS WITH RECORD DRAWINGS. THE MANUAL SHALL ALSO CONTAIN:
1.1 IDENTIFICATION READABLE FROM THE OUTSIDE OF THE COVER STATING
BY WHOM THE INFORMATION WAS COMPILED.
1.2 NEATLY TYPEWRITTEN INDEX NEAR THE FRONT OF THE MANUAL,
FURNISHING IMMEDIATE INFORMATION AS TO THE LOCATION IN THE MANUAL OF ALL
EMERGENCY DATA REGARDING THE INSTALLATION.
1.3 COMPLETE NOMENCLATURE OF ALL REPLACEABLE PARTS, THEIR PART NUMBERS,
CURRENT COST, AND NAME AND ADDRESS OF THE NEAREST VENDOR OF
REPLACEMENT PARTS.
1.4 COMPLETE OUTLINE OF FUTURE WATERING SCHEDULES AND WHEN THEY SHOULD BE
CHANGED FROM THE INITIAL INSTALLATION SCHEDULE. THE INITIAL SCHEDULE IS
CALCULATED FOR A WATERING RATE TO ESTABLISH NEW LAWN.
1.5 COPY OF ALL GUARANTEES AND WARRANTIES ISSUED ON THE INSTALLATION,
SHOWING ALL DATES OF EXPIRATION.
E.RECORD DRAWINGS:
1. AS INSTALLATION OCCURS, PREPARE ACCURATE RECORD DRAWING TO BE
SUBMITTED PRIOR TO FINAL INSPECTION, INCLUDING:
1.1 DETAIL AND DIMENSION CHANGES MADE DURING CONSTRUCTION.
1.2 SIGNIFICANT DETAILS AND DIMENSIONS NOT SHOWN IN THE APPROVED CONTRACT
DOCUMENTS.
1.3 FIELD DIMENSIONED LOCATIONS OF VALVE BOXES, MANUAL DRAINS, AUTOMATIC DRAIN
VALVES, QUICK-COUPLER VALVES, CONTROL WIRE RUNS NOT IN MAINLINE DITCH, AND
BOTH ENDS OF SLEEVES.
1.4 TAKE DIMENSIONS FROM PERMANENT CONSTRUCTED SURFACES OR EDGES LOCATED
AT OR ABOVE FINISH GRADE.
1.5 TAKE AND RECORD DIMENSIONS AT TIME OF INSTALLATION.
2. THE RECORD DRAWINGS SHALL BE PROVIDED ELECTRONICALLY IN AUTOCAD (OR IN SOFTWARE
COMPATIBLE WITH AUTOCAD) AND ON REPRODUCIBLE MATERIAL (I.E., SEPIA).
3. PROVIDE REDUCED COPY OF RECORD DRAWING AT HALF-SIZE WITH COLOR KEY CIRCUITS, AND
LAMINATE BOTH SIDES WITH 5 MIL THICK OR HEAVIER PLASTIC. MOUNT ON 1
4 INCH PLYWOOD BOARD.
DRILL TWO 1/2-INCH HOLES AT TOP OF BOARD AND HANG ON HOOKS IN ELECTRICAL ROOM OR AS
DIRECTED BY ARCHITECT OR OWNER.
QUALITY ASSURANCE
A. PRODUCT OPTIONS: DRAWINGS SHALL INDICATE SIZE, PROFILES, AND DIMENSIONAL
REQUIREMENTS OF IRRIGATION PIPING AND COMPONENTS BASED ON SPECIFIC TYPES AND MODELS
INDICATED.
B. WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH LATEST RULES AND REGULATIONS, AND OTHER
APPLICABLE STATE OR LOCAL LAWS. NOTHING IN APPROVED CONTRACT DOCUMENTS IS TO BE
CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.
C. PRE-INSTALLATION MEETING: SCHEDULE MEETING AFTER EXCAVATION OF TRENCHES AND
INSTALLATION OF SLEEVES, BUT PRIOR TO INSTALLATION OF PIPE.
PROJECT CONDITIONS
A. INVESTIGATE AND DETERMINE AVAILABLE WATER SUPPLY, WATER PRESSURE, WATER QUALITY AND
FLOW CHARACTERISTICS. REPORT ANY DISCREPANCIES FROM DESIGN TO ARCHITECT.
SEQUENCING AND SCHEDULING
A. MAINTAIN UNINTERRUPTED WATER SERVICE TO BUILDING DURING NORMAL WORKING HOURS.
ARRANGE FOR TEMPORARY WATER SHUTOFF WITH OWNER.
B. COORDINATE IRRIGATION PIPING WITH UTILITY WORK.
EXTRA MATERIALS
A. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED AND THAT ARE
PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING
CONTENTS. DELIVER EXTRA MATERIALS TO OWNER.
1. TWO VALVE BOX COVER KEYS.
2. TWO QUICK COUPLER KEYS WITH BRASS HOSE SWIVEL.
3. TWO MANUAL DRAIN VALVE KEYS.
4. TWO SETS OF SPRINKLER WRENCHES FOR ADJUSTING, CLEANING OR DISASSEMBLY OF EACH
TYPE OF SPRINKLER.
5. TWO OF ANY OTHER TOOLS REQUIRED FOR ANY OTHER EQUIPMENT.
MATERIALS
A. BACKFILL MATERIAL
1. BACKFILL MATERIAL SHALL CONSIST OF SAND, NATIVE MATERIAL OR TOPSOIL WITH NO ROCKS
LARGER THAN 1
4 INCH IN ANY DIMENSION. ARCHITECT SHALL APPROVE ON-SITE MATERIAL FOR
BACKFILL OPERATION.
2. IMPORTED BACKFILL MATERIAL, AS REQUIRED, SHALL BE CLEAN SOIL, FREE FORM ORGANIC
MATERIAL, TRASH, DEBRIS, RUBBISH, BROKEN CEMENT, ASPHALT MATERIAL, OR OTHER
OBJECTIONABLE SUBSTANCES AND APPROVED BY THE ARCHITECT.
B. DRAINAGE FILL MATERIAL
1. WASHED, EVENLY GRADED MIXTURE OF CRUSHED STONE, OR CRUSHED OR UNCRUSHED GRAVEL,
WITH 100% PASSING A 1-1/2" SIEVE AND NOT MORE THAN 5% PASSING A NO. 4 SIEVE.
COMPONENTS
A. PIPE AND FITTINGS:
1. PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH MANUFACTURER'S NAME, SIZE,
SCHEDULE, TYPE AND WORKING PRESSURE.
2. ALL IRRIGATION PIPING SHALL BE SCHEDULE 40 PVC FOR PIPES 3
4" THROUGH 3" AND CLASS 200
FOR PIPE SIZES 4" AND LARGER OR APPROVED EQUAL PIPE.
3. MAINLINE SHALL HAVE PVC SCHEDULE 40 FITTING FOR PIPE SIZES 3
4" THOUGH 1 1
2", PVC SCHEDULE
80 FOR PIPE SIZES 2" THROUGH 3" AND PUSH ON DUCTILE OR MECHANICAL CAST IRON FITTINGS ON
PVC MAINLINE FITTING 4" AND LARGER.
4. REMOTE CONTROL VALVE CONNECTION TO MAINLINE SHALL BE PVC SST TEE, EPOXY COATED
DOUBLE STRAP SADDLE, M.J. TEE, OR HARDCO DUCTILE IRON SERVICE TEES.
B. SLEEVES:
1. SLEEVES DIAMETER SHALL BE TWO TIMES LARGER THAN PIPE THAT IS TO BE INSTALLED IN
SLEEVE. SLEEVES UNDER 4" DIAMETER SHALL BE PVC SCHEDULE 40. SLEEVES 4" AND LARGER SHALL
E CLASS 200 PVC SEWER PIPE.
2. WIRE SLEEVES SHALL BE PVC PIPE OR ELECTRICAL TUBING. WIRE SLEEVES SHALL BE 2" UP TO 40
WIRES AND 2 1
2 INCH FOR 41 TO 56 WIRES AND 3" FOR 57 TO 88 WIRES.
C. SPRINKLER HEADS:
1. SPRAY HEADS: HUNTER MP ROTATOR OR MP ROTATOR SR SERIES FOR ALL SPRAY
SPRINKLER HEADS OR APPROVED EQUAL.
D. SPRINKLER RISERS:
1. QUICK COUPLING VALVES SHALL HAVE AN ADJUSTABLE RISER, THREE ELL SWING JOINT
ASSEMBLY, UNLESS DETAILED OTHERWISE ON THE DRAWINGS. THESE SWING JOINT FITTINGS SHALL
BE SCHEDULE 80 GRAY PVC FOR NIPPLES AND ELBOWS UNLESS OTHERWISE APPROVED. HORIZONTAL
NIPPLE PARALLEL TO SIDE OF LATERAL LINE SHALL BE 8 INCHES LONG MINIMUM. ALL OTHER NIPPLES
ON SWING JOINT RISER SHALL BE OF LENGTH REQUIRED FOR PROPER INSTALLATION OF QUICK
COUPLING VALVE.
2. STATIONARY SPRAY POP-UP SPRINKLER HEADS, SHRUB SPRAY HEADS, STATIONARY SPRAY
SPRINKLER HEADS AND ROTORS HEADS SHALL HAVE RISERS MADE UP ONE OF THE FOLLOWING
WAYS:
2.1 RISERS FOR IRRIGATION SPRAY HEADS WITH INLET SIZE OF 1
2 INCH SHALL BE SWING PIPE 14
INCHES LONG MINIMUM AND 24 INCHES MAXIMUM. SWING PIPE WITH SPIRAL BARB FITTINGS AND
STREET ELBOWS SHALL BE ASSEMBLED ACCORDING TO PAN DETAILS. EQUAL AS APPROVED BY
ARCHITECT BEFORE BIDDING.
2.2 RISER FOR IRRIGATION ROTOR HEADS WITH 3
4 TO 1 INCH INLETS SHALL HAVE A SWING JOINT
ASSEMBLY. INSTALL ACCORDING TO DETAILS ON DRAWINGS.
E. VALVES:
1. HOSE BIBS: 3
4" ANGLE TYPE HOSE BIB. INSTALL ON MAIN LINE IN VALVE BOXES ON THREE-ELL
SWING JOINT ASSEMBLY.
2. CONTROL VALVES: HUNTER PGV-151 VALVES.
3. MANUAL DRAIN VALVES: NIBCO BRASS BALL GAS COCK WITH TEFLON SEAT OR APPROVED
EQUAL. BRASS BALL VALVE SHALL BE "T" HANDLE ON MAIN LINES AND SHALL BE IN VALVE BOXES ON
LATERAL LINES.
4. AUTOMATIC DRAIN VALVES - KING DRAIN OR APPROVED EQUAL.
5. ISOLATION VALVES: APOLLO INTERNATIONAL, FULL PORT BRASS BALL VALVE OR APPROVED EQUAL
AS SHOWN ON DRAWINGS.
F. DRIP IRRIGATION:
1. DRIP IRRIGATION VALVES: HUNTER ICZ 1" LF OR APPROVED EQUAL.
2. DRIP TUBING SHALL BE:
2.1 HUNTER HDL-06-12-CV
3. DRIP TUBING FITTINGS SHALL BE:
3.1 HUNTER "HDL-LOC" FITTINGS.
4. DRIP LINE TIE DOWNS STAKE SHALL BE BENT 12 GAUGE GALVANIZED STEEL STAPLE OR APPROVED
EQUAL.
H. EXPANSION CURLS:
1. EXPANSION CURLS SHALL BE PROVIDED WITHIN THREE (3) FEET OF EACH WIRE CONNECTION TO
SOLENOID AND AT LEAST EVERY THREE HUNDRED (300) FEET IN LENGTH. (EXPANSION CURLS ARE
FORMED BY WRAPPING AT LEAST 5 TURNS OF WIRE AROUND A ROD OR PIPE 1" OR MORE IN
DIAMETER, THEN WITHDRAWING THE ROD).
I. VALVE BOXES:
1. FOR MANUAL DRAIN BALL VALVE - 12" DIAMETER VALVE BOX WITH APPROPRIATE LID. LARGER SIZE
OR SQUARE IF REQUIRED FOR ACCESS TO VALVE HANDLES.
2. FOR CIRCUIT AND ISOLATION VALVES - CARSON JUMBO BOX OR APPROVED EQUAL.
3. VALVE BOX SUPPORTS - STANDARD SIZE FIRED CLAY PAVING BRICKS WITHOUT HOLES.
J. AUTOMATIC CONTROLLER:
1. AUTOMATIC CONTROLLER: HUNTER HC INCLUDING PROGRAMS AND CONNECTIONS REQUIRED FOR
OPERATION.
2. INCLUDE ANY WIRING, COMMUNICATION LINKS, AND COMPUTER PROGRAMS TO MAKE WEATHER
STATION AND CONTROLLER OPERATIONAL.
K. BACKFLOW PREVENTER: WILKINS 375 REDUCED-PRESSURE BACKFLOW ASSEMBLY OR APPROVED
EQUAL.
1. SUBMIT OTHER COMPONENTS RECOMMENDED BY MANUFACTURER FOR ARCHITECT'S REVIEW AND
ACCEPTANCE PRIOR TO INSTALLATION.
2. PROVIDE COMPONENTS NECESSARY TO COMPLETE AND MAKE SYSTEM OPERATIONAL.
L. CONTROLLER:
1. CONTROLLER SHALL BE HUNTER HCC HYDRAWISE ENABLED MODEL WITH SUFFICIENT STATIONS TO
ACCOMMODATE LAYOUT AND PROVIDE 5 ADDITIONAL STATIONS FOR FUTURE USE.
M. OTHER COMPONENTS:
1. SUBMIT OTHER COMPONENTS RECOMMENDED BY MANUFACTURER FOR ARCHITECT'S REVIEW AND
ACCEPTANCE PRIOR TO INSTALLATION.
2. PROVIDE COMPONENTS NECESSARY TO COMPLETE AND MAKE SYSTEM OPERATIONAL.
3. IF REQUIRED, PROVIDE PRESSURE BOOSTER PUMP AND ALL ASSOCIATED EQUIPMENT AS
REQUIRED TO MAKE PUMP OPERATIONAL.
MIXES
A. CONCRETE FOR THRUST BLOCKS:
1. ONE CU. FT. CEMENT, 2 CU. FT. SAND, 4 CU. FT. GRAVEL, AND 5 GALLONS MINIMUM TO 6 GALLONS
MAXIMUM WATER.
2. MIX THOROUGHLY BEFORE PLACING.
EXAMINATION
A. SITE VERIFICATION OF CONDITIONS: PERFORM PRESSURE TEST AT STUB-OUT ON MAIN WATER LINE
PROVIDED FOR IRRIGATION SYSTEM, OR AT NEAR-BY FIRE HYDRANT.
PREPARATION
A. DURING CONSTRUCTION AND STORAGE, PROTECT MATERIALS FROM DAMAGE AND PROLONGED
EXPOSURE TO SUNLIGHT.
B. WORK DAMAGED DURING COURSE OF WORK OF THIS SECTION SHALL BE REPLACED OR REPAIRED AT
NO ADDITIONAL COST TO OWNER. IF DAMAGED WORK IS NEW, REPAIR OR REPLACEMENT SHALL BE
PERFORMED BY INSTALLER OR ORIGINAL WORK.
C. ALL LATERAL LINES SHALL RUN AS IS POSSIBLE WITHIN PLANTING AREAS AND AVOID CONFLICT WITH
THE LOCATION OF PLANT MATERIALS. WHERE TRENCHING IS REQUIRED IN PROXIMITY TO PLANT
MATERIALS CARE SHALL BE TAKEN TO AVOID DAMAGE TO ROOTS. DO NOT CUT EXISTING TREE ROOTS
MEASURING OVER 2 INCHES IN DIAMETER.
INSTALLATION
A. TRENCHING AND BACKFILLING
1. PULLING OF PIPE IS NOT PERMITTED.
2. OVER-EXCAVATE TRENCHES 2 INCHES AND BRING BACK TO INDICATED DEPTH BY FILLING WITH
BACKFILL MATERIAL AS SPECIFIED UNDER PART 2 - PRODUCTS. SEPARATE OUT ROCKS LARGER THAN
1-1/2 INCH IN ANY DIRECTION UNCOVERED IN TRENCHING OPERATION FROM EXCAVATED MATERIAL
AND REMOVE FROM AREAS TO RECEIVE LANDSCAPING.
3. COVER PIPE BOTH TOP AND SIDES WITH 2 INCHES OF BACKFILL MATERIAL AS SPECIFIED UNDER
PART 2 - PRODUCTS. PLACE AND COMPACT REMAINDER OF BACKFILL TO WITHIN 5 INCHES OF
FINISH GRADE SHALL BE AS SPECIFIED IN RELATED SECTIONS. TOP 5 INCHES OF BACKFILL
SHALL BE TOPSOIL AS SPECIFIED IN RELATED SECTION.
4. DO NOT COVER PRESSURE MAIN, SPRINKLER PIPE, OR FITTINGS UNTIL PRESSURE TEST HAS BEEN
COMPLETED AND ARCHITECT HAS INSPECTED AND APPROVED THE SYSTEM.
B. EXCAVATION BEYOND EXCAVATION LIMITS
1. WHERE IT BECOMES NECESSARY TO EXCAVATE BEYOND THE LIMITS OF NORMAL EXCAVATION
LINES IN ORDER TO REMOVE ROCK OR OTHER INTERFERING OBJECTS, THE VOID REMAINING AFTER
THE REMOVAL OF THE OBJECT SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED AS
PER THE "EARTHWORK" SECTION AND THIS SPECIFICATION SECTION. THE REMOVAL OF ALL ROCK OR
OTHER INTERFERING OBJECTS AND THE BACKFILLING OF VOIDS LEFT BY SUCH REMOVALS SHALL BE
AT THE EXPENSE OF THE CONTRACTOR.
C. SLEEVING
1. CONTRACTOR IS RESPONSIBLE TO COORDINATE THE INSTALLATION OF THE SLEEVING WITH THE
WORK OF OTHER TRADES, (I.E., CONCRETE, ASPHALT PAVING, ETC.).
2. SLEEVE WATER LINES AND CONTROL WIRES UNDER WALKS AND PAVING EXTEND SLEEVES 6
INCHES MINIMUM BEYOND WALK OR PAVEMENT EDGE. CAP SLEEVES UNTIL PIPES AND WIRES ARE
INSTALLED TO KEEP SLEEVE CLEAN AND FREE OF DIRT AND DEBRIS.
3. USE ONE WATER PIPE MAXIMUM PER SLEEVE. SLEEVE CONTROL WIRING IN SEPARATE SLEEVE.
4. POSITION SLEEVES WITH RESPECT TO BUILDINGS AND OTHER OBSTRUCTIONS SO PIPE CAN BE
EASILY REMOVED.
D. GRADES AND DRAINING
1. GRADE PIPING SO SYSTEM CAN BE COMPLETELY DRAINED.
1.1 SLOPE PIPE TO DRAIN TO CONTROL VALVE BOX WHERE POSSIBLE.
1.2 WHERE THIS IS NOT POSSIBLE, SLOPE PIPE TO A MINIMUM NUMBER OF LOW POINTS. AT
THESE LOW POINTS, INSTALL AN AUTOMATIC KING DRAIN.
1.3 INSTALL 2 INCH CLASS 200 PVC PIPE OVER TOP OF MANUAL DRAIN AND CUT AT FINISH
GRADE.
1.4 DO NOT USE AUTOMATIC DRAIN VALVES ON MAINLINES.
1.5 SLOPE PIPES UNDER PARKING AREAS OR DRIVEWAYS TO DRAIN OUTSIDE THESE AREAS.
1.6 PROVIDE AND INSTALL QUICK-COUPLING VALVE OR VALVES IN LOCATION FOR EASY
BLOWOUT OF ENTIRE SYSTEM.
E. PIPE INSTALLATION
1. INSTALL PIPE IN MANNER TO PROVIDE FOR EXPANSION AND CONTRACTION AS
RECOMMENDED BY MANUFACTURER.
2. UNLESS OTHERWISE INDICATED ON APPROVED DRAWINGS, INSTALL MAIN LINES AND LATERAL LINES
CONNECTING ROTOR POP-UP SPRINKLERS WITH MINIMUM COVER OF 18 INCHES BASED ON
FINISHED GRADE. INSTALL REMAINING LATERAL LINES WITH MINIMUM OF 12 INCHES OF COVER
BASED ON FINISH GRADE.
3. INSTALL PIPE AND WIRES UNDER DRIVEWAYS OR PARKING AREAS IN SPECIFIED SLEEVES 18 INCHES
MINIMUM BELOW FINISH GRADE OR AS SHOWN ON APPROVED DRAWINGS.
4. LOCATE SPRINKLER HEADS NO CLOSER THAN 12 INCHES FROM BUILDING FOUNDATION. HEADS
IMMEDIATELY ADJACENT TO MOWSTRIPS, WALKS, OR CURBS SHALL BE ONE INCH BELOW TOP OF
MOWSTRIP, WALK OR CURB AND HAVE ONE TO 3 INCHES CLEARANCE BETWEEN HEAD AND
MOWSTRIP, WALK, OR CURB.
5. CUT PLASTIC PIPE SQUARE. REMOVE BURRS AT CUT ENDS PRIOR TO INSTALLATION SO
UNOBSTRUCTED FLOW WILL RESULT.
6. MAKE SOLVENT WELD JOINTS AS FOLLOWS:
6.1 DO NOT MAKE SOLVENT WELD JOINTS IF AMBIENT TEMPERATURE IS BELOW 4 DEG. F.
6.2 CLEAN MATING PIPE AND FITTING WITH CLEAN, DRY CLOTH AND APPLY ONE COAT OF P-70
PRIMER TO EACH.
6.3 APPLY UNIFORM COAT OF 711 SOLVENT TO OUTSIDE OF PIPE.
6.4 APPLY SOLVENT TO FITTING IN A SIMILAR MANNER.
6.5 RE-APPLY LIGHT COAT OF SOLVENT TO PIPE AND QUICKLY INSERT INTO FITTING.
6.6 GIVE PIPE OR FITTING A QUARTER TURN TO INSURE EVEN DISTRIBUTION OF SOLVENT AND
MAKE SURE PIPE IS INSERTED TO FULL DEPTH OF FITTING SOCKET.
6.7 HOLD IN POSITION FOR 15 SECONDS MINIMUM OR LONG ENOUGH TO SECURE JOINT.
6.8 WIPE OFF SOLVENT APPEARING AT OUTER SHOULDER OF FITTING.
6.9 DO NOT USE EXCESSIVE AMOUNT OF SOLVENT THEREBY CAUSING OBSTRUCTION TO FORM
ON INSIDE OF PIPE.
6.10 ALLOW JOINTS TO SET AT LEAST 24 HOURS BEFORE APPLYING PRESSURE TO PVC PIPE.
6.11 TAPE THREADED CONNECTIONS WITH TEFLON TAPE.
6.12 IF PIPE IS LARGER THAN 2 INCHES, INSTALL CONCRETE THRUST BLOCKS WHEREVER
CHANGE OF DIRECTION OCCURS ON PVC MAIN PRESSURE LINES, UNLESS OTHERWISE
DETAILED ON APPROVED DRAWINGS.
F. BACKFLOW PREVENTER INSTALLATION
1. INSTALL BACKFLOW PREVENTER ACCORDING TO MANUFACTURER'S RECOMMENDATION AND STATE
AND LOCAL CODES.
2. SET THE HEIGHT OF THE BACKFLOW PREVENTER TO PROVIDE A MINIMUM CLEARANCE OF 12 INCHES
BETWEEN THE BOTTOM OF THE BACKFLOW PREVENTER AND THE GROUND BELOW.
G. IRRIGATION CONTROLLER
1. INSTALL IRRIGATION CONTROLLER ACCORDING TO MANUFACTURER'S RECOMMENDATION AND WITH
PROPER GROUNDING FOR SURGE AND LIGHTNING PROTECTION.
H. REMOTE CONTROL VALVES AND VALVE BOXES
1. INSTALL CONTROL WIRES, VALVES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
AND ACCORDING TO ELECTRICAL CODE.
2. INSTALL VALVES, PLASTIC BOXES WITH LOCKING REINFORCED HEAVY DUTY PLASTIC COVERS.
LOCATE VALVE BOX TOPS AT FINISH GRADE. DO NOT INSTALL MORE THAN TWO VALVES IN A
SINGLE BOX.
3. PLACE PEA GRAVEL A MINIMUM OF 6 INCHES DEEP BELOW VALVE FOR DRAINAGE. EXTEND PEA
GRAVEL 3 INCHES MINIMUM BEYOND LIMITS OF VALVE BOX AND MAINTAIN 4 INCHES MINIMUM
BETWEEN BOTTOM OF VALVE AND TOP OF PEA GRAVEL. SET VALVE BOXES OVER VALVE SO ALL
PARTS OF VALVE CAN BE REACHED FOR SERVICE. SET COVER OF VALVE BOX EVEN WITH FINISH
GRADE. VALVE BOX SHALL BE REASONABLY FREE FOR DIRT AND DEBRIS.
I. WIRING
1. TAPE CONTROL WIRE TO SIDE OF MAIN LINE EVERY 10 FEET. WHERE CONTROL WIRE LEAVES MAIN
OR LATERAL LINE, ENCLOSE IT IN CLASS 200 PVC CONDUIT.
2. USE WATERPROOF WIRE CONNECTORS AT SPLICES AND LOCATE ALL SPLICES WITHIN VALVE BOXES.
3. USE WHITE OR GRAY COLOR FOR COMMON WIRE AND OTHER COLORS FOR ALL OTHER WIRE. EACH
COMMON WIRE MAY SERVE ONLY ONE CONTROLLER. PROVIDE 12 INCHES OF EXPANSION LOOP
SLACK WIRE AT ALL CONNECTIONS INSIDE VALVE BOX.
4. RUN ONE EXTRA CONTROL WIRE FROM PANEL CONTINUOUSLY FROM VALVE TO VALVE
THROUGHOUT SYSTEM SIMILAR TO COMMON WIFE FOR USE IF A WIRE FAILS. WIRE SHALL BE
DIFFERENT COLOR THAN ALL OTHER WIRES AND SHALL BE MARKED IN CONTROL BOX AS AN
EXTRA WIRE. EXTEND EXTRA CONTROL WIRES 24 INCHES AND LEAVE COILED IN EACH VALVE BOX.
J. OTHER VALVES
1. INSTALL (1) QUICK COUPLING VALVES IN APPROPRIATE LOCATIONS IN VALVE BOXES.
2. ISOLATION VALVES, AND ANY OTHER EQUIPMENT REQUIRED BY LOCAL AUTHORITIES SHALL BE
INSTALLED ACCORDING TO LOCAL CODES AND REQUIREMENTS IN ORDER TO MAKE THIS SYSTEM
COMPLETE.
3. INSTALL ISOLATION VALVES TO SEGMENT THE SYSTEM FOR MAINTENANCE.
4. INSTALL ANY OTHER EQUIPMENT REQUIRED BY LOCAL AUTHORITIES ACCORDING TO LOCAL CODES
AND REQUIREMENTS IN ORDER TO MAKE THIS SYSTEM COMPLETE.
K. SPRINKLER HEADS
1. PRIOR TO INSTALLATION OF SPRINKLER HEADS, OPEN CONTROL VALVES AND USE FULL HEAD OF
WATER TO FLUSH OUT SYSTEM.
2. SET SPRINKLER HEADS AND QUICK-COUPLING VALVES PERPENDICULAR TO FINISH GRADE.
3. DO NOT INSTALL SPRINKLERS USING SIDE INLETS; INSTALL USING BASE INLETS ONLY.
4. SET SPRINKLER HEADS AT A CONSISTENT DISTANCE FROM EXISTING WALKS, CURBS AND OTHER
PAVES AREAS AND TO GRADE. SEE "PIPE INSTALLATION" SECTION.
5. SHRUB SPRAY HEADS SHALL BE INSTALLED ON RISERS A MINIMUM OF 12 INCHES ABOVE FINISH
GRADE OF PLANTING AREA WHERE NOT ADJACENT TO PEDESTRIAN AREAS. AT SHRUB AREAS
ADJACENT TO PEDESTRIAN ACCESS USE POP-UP SPRAY HEADS.
L. DRIP IRRIGATION
1. POINT SOURCE DRIP LINE TUBING SHALL BE INSTALLED TO CONFORM TO THE FOLLOWING:
1.1 PLACE TUBING ON TOP OF LANDSCAPE FABRIC AND UNDER PLANTING BED MULCH.
1.2 ALL DRIP LINE TUBING SHALL BE HELD IN PLACE BY SOIL STAPLES. SOILD STAPLES SHALL
CONFORM TO THE FOLLOWING:
1.2.1 SANDY SOIL: ONE STAPLE EVERY THREE (3) FEET AND TWO (2) STAPLES ON EACH
CHANGE OF DIRECTION (TEE, ELBOW OR CROSS).
1.2.2 LOAM SOIL: ONE STAPLE EVERY FOUR (4) FEET AND TWO (2) STAPLES ON EACH
CHANGE OF DIRECTION (TEE, ELBOW OR CROSS).
1.2.3 CLAY SOIL: ONE STAPLE EVERY FIVE (5) FEET AND TWO (2) STAPLES ON EACH CHANGE
OF DIRECTION (TEE, ELBOW OR CROSS).
1.3 JOIN TOGETHER ALL ENDS OF TUBING WHEN POSSIBLE. INSTALL A REMOVABLE FLUSHING
CAP AT POINTS ON THE SYSTEM TO DRAIN THE TUBING. AT ENDS NOT USED FOR FLUSHING
INSTALL A FIGURE EIGHT CLOSURE.
2. POINT SOURCE DRIP LINE EMITTERS INSTALLATION SHALL CONFORM TO THE FOLLOWING:
2.1 ALL DRIP TUBING SHALL HAVE BUG CAP AT END OF 1
4 INCH DISTRIBUTION TUBING.
2.2 ALL DRIP TUBING SHALL BE HELD ABOVE MULCH BY 1
4 INCH TUBING STAKE.
2.3 THE FOLLOWING EMITTERS SHALL BE INSTALLED FOR EACH PLANT:
2.3.1 SMALL SHRUB: TWO (2) 0.5 GPH EMITTERS.
2.3.2 LARGE SHRUB: TWO (2) 0.5 GPH EMITTERS.
2.3.3 SMALL TREE: FOUR (4) 0.5 GPH EMITTERS.
2.3.4 LARGE TREE: FOUR (4) 0.5 GPH EMITTERS.
2.4 SPACE THE POINT OF WATER APPLICATION EVENLY AROUND THE PLANTS.
2.5 FOR TREES REQUIRING EMITTER FLOWS GREATER THAN 2 GPH INSTALL A WATER WELL TO
HOLD THE WATER SO IT CAN ADEQUATELY SOAK IN.
M. TESTING
1. NOTIFY ARCHITECT TWO WORKING DAYS MINIMUM PRIOR TO TESTING.
2. TEST PRESSURE LINES AT 100 PSI MINIMUM FOR 6 HOURS MINIMUM AND MAKE CERTAIN THERE ARE
NO LEAKS BEFORE BACKFILLING.
3. AFTER BACKFILLING, PERFORM AN OPERATING TEST OF THE ENTIRE SYSTEM. OPERATE THE ENTIRE
SYSTEM THROUGH ONE CYCLE OF THE CONTROLLER FOR THE PURPOSE OF CHECKING
COVERAGE AND ASSURING THE ABSENCE OF LEAKS. REPAIR WATER LINES, VALVES, OR
CONNECTIONS WHICH SHOW EVIDENCE OF LEAKAGE.
4. ANY PORTION OF THE SYSTEM WHICH SHOWS DEFECTS OR LEAKAGE SHALL BE REPAIRED TO THE
SATISFACTION OF THE ARCHITECT AND THE OWNER OR BE REPLACED. AFTER ALL REPAIRS OR
REPLACEMENTS HAVE BEEN MADE AND APPROVED BY THE ARCHITECT, THE ABOVE REQUIRED
TEST SHALL BE MADE AGAIN.
N. ADJUSTMENT
1. ADJUST HEADS TO PROPER GRADE WHEN TURF IS SUFFICIENTLY ESTABLISHED TO ALLOW WALKING
ON IT WITHOUT APPRECIABLE HARM. SUCH LOWERING OR RAISING OF HEADS SHALL BE PART OF
ORIGINAL CONTRACT WITH NO ADDITIONAL COST TO OWNER.
2. ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION AND TRIM SO SPRAY DOES NOT FALL ON
BUILDING.
3. ADJUST WATERING TIME OF VALVES TO PROVIDE PROPER AMOUNTS OF WATER TO ALL PLANTS.
O. CLEAN-UP
1. REMOVE FROM SITE ALL DEBRIS RESULTING FROM WORK OF THIS SECTION.