HomeMy WebLinkAbout22-102344-UP-Plan Set-05-13-2022-V156
55
57
62
61
60
59
58
29
43
52
4140 454442
21 22 23 24
49 5048
38 393637
20
47
168151413124113102
199
89
85
94
65 636466
78
84
77
81
82
83
86
87
88
93
92
91
90
1
70
80
69
79
68 76677574737271
25 26 27 28 3430333231
17
35
5453
46
18
TRACT F
TRACT G
TRACT H
TRACT J
TRACT I
TRACT K
TRACT B TRACT C
TRACT L
TRACT E
TRACT M
TRACT D
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 332ND LN
S 333RD LN S 333RD LN
S 334TH PL 20TH PL S20TH LN S5 76
TRACT A
20TH AVE SS 331ST ST
S 332ND
ST
51
COVER SHEETC1.01
CREEKSIDE COMMONS
FEDERAL WAY, WASHINGTON
LGI HOMES
VICINITY MAP
OWNER/APPLICANT
ENGINEER/LANDSCAPE ARCHITECT
SURVEYOR
UTILITIES/PUBLIC SERVICES
ZONING
PARCEL NUMBER
GROSS SITE AREA DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
SITE
GENERAL NOTES
”
POSTAL SERVICE
LEGAL DESCRIPTION
VERTICAL DATUM
BENCHMARK BUILDABLE LANDS CALCULATION
PERMIT NO. 22-102344-UP
PROJECT CONDITIONS & PROJECT INFORMATIONC1.02 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
CONDITIONS OF APPROVAL PER HEARING EXAMINERS DECISION
’
’
’
PERMIT NO. 22-102344-UP
S 332ND PL19TH PL S
S 332ND LNS 333RD LNS 333RD LNS 334TH PL20TH PL S
20TH LN S
20TH AVE S
20TH AVE S
56
55 57 6261605958
29
43
52
41
40
45
44
42
21
22
23
24
49
50
48
38
39
36
37
20
47
16
8
15
14
13
12
4
11
3
10
2
19
9
89 8594
65
63
64
66
78
84
77
818283
86878893929190
1
70
80
69
79
68
76
67
75
74
73
72
71
25
26
27
28
34
30
33
32
31
17
35
54
53
46
18
TRACT F
TRACT G
TRACT H
TRACT J
TRACT I
TRACT B
TRACT C
TRACT L
TRACT E
TRACT M
TRACT D
S 333RD STTRACT KA
A
A
A
AA
CCBB
BB
B
B
D
D
E
E
FF
C
C
TRACT A
6
5
7S 331ST STS 332NDST51
OVERALL SITE PLANC1.10 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
PERMIT NO. 22-102344-UP
S 332ND PL19TH PL S
S 332ND LNS 333RD LNS 333RD LNS 334TH PL20TH PL S
20TH LN S
20TH AVE S
20TH AVE S
5655 57 6261605958
29
43
52
41
40
45
44
42
21
22
23
24
49
48
38
39
36
37
20 47
16
8
15
14
13
12
4
11
3
10
2
19
9
89
85
94
65
63
64
66
78
84
77
81828386878893929190
1
70
80
69
79
68
76
67
75
74
73
72
71
25
26
27
28
34
30
33
32
31
17
35
54
53
46
18
TRACT F
TRACT G
TRACT H
TRACT J
TRACT I
TRACT B
TRACT C
TRACT L
TRACT E
TRACT M
TRACT D
S 333RD STTRACT K
5
7
6
TRACT AS 331ST STS 332NDST51
50
OVERALL HORIZONTAL CONTROL PLANC1.11 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
PERMIT NO. 22-102344-UP
20TH AVE S
20TH AVE S
S 333RD STS 332ND STS 3331ST STT.E.S.C. PLANC2.01 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
EROSION LEGEND
VERTICAL DATUM
BENCHMARK
PERMIT NO. 22-102344-UP
T.E.S.C. NOTES & DETAILSC2.31 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
EROSION/SEDIMENTATION CONTROL NOTES CONSTRUCTION SEQUENCE
’
PERMIT NO. 22-102344-UP
S 332ND PL19TH PL S
S 332ND LNS 333RD LNS 333RD LNS 334TH PL20TH PL S
20TH LN S
20TH AVE S 20TH AVE S
S 333RD ST5655 57 6261605958
29
43
52
41
40
45
44
42
21
22
23
24
49
50
48
38
39
36
37
20 47
16
8
15
14
13
12
4
11
3
10
2
19
9
89 8594
65
63
64
66
78
84
77
818283
86878893929190
1
70
80
69
79
68
76
67
75
74
73
72
71
25
26
27
28
34
30
33
32
31
17
35
54
53
46
18
TRACT F
TRACT G
TRACT H
TRACT J
TRACT B
TRACT C TRACT L
TRACT E
TRACT M
TRACT D
TRACT K
TRACT I
TRACT A
6
5
7S 331ST STS 332NDST51
COMPOSITE GRADING PLANC3.01 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
LEGEND
EARTHWORK
VERTICAL DATUM
BENCHMARK
PERMIT NO. 22-102344-UP
S 333RD STS 332ND PL20TH AVE S
19
34
33
17
18
TRACT F
TRACT H
TRACT JS 331ST STS 332NDSTA
A
D
D
A
F F
GRADING PLANC3.02 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SSEE SHEET C3.03 SEE SHEET C3.04LEGEND
VERTICAL DATUM
BENCHMARK
PERMIT NO. 22-102344-UP
S 333RD STS 332ND PL19TH PL S
S 332ND LNS 333RD LNS 333RD LN29
43
52
41
40
45
44
42
21
22
23
24
49
50
48
38
39
36
37
20 47
16
8
15
14
13
12
4
11
3
10
2
9
1
25
26
27
28
34
30
33
32
31
17
35
54
53
46
18
TRACT G
TRACT H
TRACT I
TRACT B
TRACT C
6
5
7
TRACT A
AA
B B
B B
C C
F F
51
S 333RD STGRADING PLANC3.03 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SSEE SHEET C3.02
SEE SHEET C3.05SEE RIGHT
SEE LEFT
LEGEND
VERTICAL DATUM
BENCHMARK
PERMIT NO. 22-102344-UP
S 333RD STS 334TH PL20TH PL S
20TH LN S
20TH AVE S
89 85
94
63
78
84
77
818283
86878893929190
80
79
TRACT D
F F
A
A
E
E
B
B
AA
GRADING PLANC3.04 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SSEE SHEET C3.05SEE SHEET C3.02LEGEND
VERTICAL DATUM
BENCHMARK
PERMIT NO. 22-102344-UP
S 333RD STS 334TH PL20TH PL S
5655 57 6261605958
65
63
64
66
7877
70
69
79
68
76
67
75
74
73
72
71
TRACT L
TRACT E
TRACT M
TRACT K
F F
A
AA
C C
GRADING PLANC3.05 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SSEE SHEET C3.04
SEE SHEET C3.03SURFACE LEGEND
VERTICAL DATUM
BENCHMARK
PERMIT NO. 22-102344-UP
20TH AVE S
S 332ND PLS 332NDLNS
3
3
2
N
D
P
L
19TH PL S
S 333RD LNS 333RD LNS 333RD ST20TH AVE S
20TH AVE S
S 333RD ST19TH PL S S 333RD STGRADING DETAILSC3.10 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SLEGEND
VERTICAL DATUM
BENCHMARK
GRADING DETAIL #1
GRADING DETAIL #2
GRADING DETAIL #3 GRADING DETAIL #6
GRADING DETAIL #4
GRADING DETAIL #5
PERMIT NO. 22-102344-UP
20TH AVE S
20TH AVE S
S 334TH PLS 334TH
PL
20TH LN S
20TH PL S20TH PL SS 333RD ST20TH AVE S
GRADING DETAILSC3.11 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SLEGEND
VERTICAL DATUM
BENCHMARK
GRADING DETAIL #7
GRADING DETAIL #8
GRADING DETAIL #9
GRADING DETAIL #10
GRADING DETAIL #11
PERMIT NO. 22-102344-UP
ROAD SECTIONSC3.31 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
SECTION A-A
SECTION B-B
SECTION C-C
SECTION D-D
SECTION E-E
SECTION F-F
GRAVEL ACCESS ROAD SECTION
PERMIT NO. 22-102344-UP
ROAD STANDARD DETAILSC3.32 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
PERMIT NO. 22-102344-UP
ROAD STANDARD DETAILSC3.33 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
PERMIT NO. 22-102344-UP
S 332ND PL19TH PL S
S 332ND LNS 333RD LNS 333RD LNS 334TH PL20TH PL S
20TH LN S
20TH AVE S
20TH AVE S
5655 57 6261605958
29
43
52
41
40
45
44
42
21
22
23
24
49
50
48
38
39
36
37
20 47
16
8
15
14
13
12
4
11
3
10
2
19
9
89 8594
65
63
64
66
78
84
77
81828386878893929190
1
70
80
69
79
68
76
67
75
74
73
72
71
25
26
27
28
34
30
33
32
31
17
35
54
53
46
18
TRACT F
TRACT G
TRACT H
TRACT J
TRACT I
TRACT B
TRACT C
TRACT L
TRACT E
TRACT M
TRACT D
S 333RD STTRACT K
CB 41 CB 40
CB 7
CB 8
CB 6
CB 15
CB 39
CB 14
CB 3
CB 4
CB 37
CB 38
CB 5
CB 35
CB 26
CB 27
CB 36
CB 12
CB 11
CB 34
CB 10
CB 22
CB 2
CB 1
CB 28
CB 29
CB 21
CB 23
CB 24
CB 19
CB 16
CB 17
5
7
6
TRACT A
CB 13
CB 30
CB 31
CB 32
S 331ST STS 332NDSTCB 9
CB 25
CB 42
CB 43
CB 44
CB 33
51
CB 45
CB 46
CB 20
CB 18
COMPOSITE STORM DRAINAGE PLANC4.01 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
STORM LEGEND
PERMIT NO. 22-102344-UP
S 333RD STS 332ND PL20TH AVE S
19
34
33
17
18
TRACT F
TRACT H
TRACT JS 331ST STS 332NDSTBLDG C
BLDG F
STORM DRAINAGE PLANC4.02 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SSEE SHEET C4.03 SEE SHEET C4.04VERTICAL DATUM
STORM LEGEND
BENCHMARK
STORM DRAINAGE NOTES
PERMIT NO. 22-102344-UP
S 332ND PL19TH PL S
S 332ND LNS 333RD LNS 333RD LN29
43
52
41
40
45
44
42
21
22
23
24
49
50
48
38
39
36
37
20 47
16
8
15
14
13
12
4
11
3
10
2
9
1
25
26
27
28
34
30
33
32
31
17
35
54
53
46
18
TRACT G
TRACT H
TRACT I
TRACT B
TRACT C
TRACT A
5
7
6 S 333RD STBLDG F
BLDG E
BLDG B
BLDG A
BLDG D BLDG G BLDG K
BLDG L
BLDG H
BLDG J
BLDG C
51
S 333RD STSTORM DRAINAGE PLANC4.03 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SSEE SHEET C4.02
SEE SHEET C4.05SEE RIGHT
SEE LEFT
VERTICAL DATUM
STORM LEGEND
BENCHMARK
STORM DRAINAGE NOTES
PERMIT NO. 22-102344-UP
S 333RD STS 334TH
PL
20TH PL S
20TH LN S
20TH AVE S
89
85
94
63
78
84
77
81828386
8788
93 92 91 90
80
79
TRACT D
BLDG U BLDG T
BLDG S
BLDG R
STORM DRAINAGE PLANC4.04 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SSEE SHEET C4.05SEE SHEET C4.02VERTICAL DATUM
STORM LEGEND
BENCHMARK
STORM DRAINAGE NOTES
PERMIT NO. 22-102344-UP
S 334TH
PL
20TH PL S
5655
57
6261605958
65
63
64
66
78
77
70
69
79
68
76
67
75
74
73
72
71
TRACT L
TRACT E
TRACT M
TRACT KS 333RD STBLDG R
BLDG O
BLDG NBLDG M
BLDG P
BLDG Q
STORM DRAINAGE PLANC4.05 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SSEE SHEET C4.04
SEE SHEET C4.03VERTICAL DATUM
STORM LEGEND
BENCHMARK
STORM DRAINAGE NOTES
PERMIT NO. 22-102344-UP
S 332ND PL-19TH PL S
330
340
350
360
370
380
12+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+00
TRACT A
360
370
380
390
360
370
380
390
40+0040+5041+0041+5042+00
S 332ND LN
330
340
350
360
370
10+0010+5011+0011+50 STORM DRAINAGE PROFILESC4.21 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48SEE BELOW, LEFTSEE ABOVE,RIGHTVERTICAL DATUM
BENCHMARK
PERMIT NO. 22-102344-UP
TRACT B
340
350
360
370
340
350
360
370
49+5050+0050+5051+0051+5051+75
S 333RD LN
TRACT C
340
350
360
370
340
350
360
370
59+50 60+00 60+50 61+00 61+50 62+00 62+25
S 333RD LN
SD BYPASS
350
360
370
380
350
360
370
380
0+50 1+00 1+50 2+00 2+50 STORM DRAINAGE PROFILESC4.22 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
VERTICAL DATUM
BENCHMARK
PERMIT NO. 22-102344-UP
350
360
370
380
200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+50 205+00 205+50
20TH AVE S
20TH AVE S
350
360
370
380
390
205+50 206+00 206+50 207+00 207+50 208+00 208+50 209+00 209+50 210+00 210+50
20TH AVE S STORM DRAINAGE PROFILESC4.23 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48SEE BELOW, LEFTSEE ABOVE, RIGHTVERTICAL DATUM
BENCHMARK
PERMIT NO. 22-102344-UP
20TH PL S
340
350
360
370
380
340
350
360
370
380
20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 23+75
S 333RD ST
100+00100+50101+00101+50102+00102+50103+00103+50104+00104+50105+00105+50106+00
340
350
360
101+00101+50
330
340
350
360
STORM DRAINAGE PROFILESC4.24 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
VERTICAL DATUM
BENCHMARK
PERMIT NO. 22-102344-UP
S 334TH PL
340
350
360
370
380
390
340
350
360
370
380
390
30+0030+5031+0031+5032+0032+5033+0033+5034+0034+50
STORM DRAINAGE PROFILEC4.25 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
VERTICAL DATUM
BENCHMARK
PERMIT NO. 22-102344-UP
TRACT D
350
360
370
380
390
350
360
370
380
390
70+00 70+50 71+00 71+50
20TH LN S
TRACT E
340
350
360
370
340
350
360
370
80+0080+5081+00
STORM DRAINAGE PROFILESC4.26 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
VERTICAL DATUM
BENCHMARK
PERMIT NO. 22-102344-UP
S 333RD LN54
TRACT J
46
TRACT I
A
A
B
B
S 333RD LN54
TRACT J
46
TRACT I
VAULT SECTION A-A
VAULT SECTION B-B VAULT PLAN & SECTIONSC4.31 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SSTORM LEGEND
VAULT EXTERIOR VAULT INTERIOR
ELBOW DETAIL
CONTROL STRUCTURE
VERTICAL DATUM
PERMIT NO. 22-102344-UP
STORM DRAINAGE STANDARD DETAILS & NOTESC4.32 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
DRAINAGE NOTES
PLAN
ELEVATION
ROCK LINED OUTFALL DETAIL
PLAN
ELEVATION
RIPRAP LINED OUTFALL DETAIL
PERMIT NO. 22-102344-UP
WATER QUALITY DETAILSC4.33 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
PERMIT NO. 22-102344-UP
S 332ND PL20TH AVE S
TRACT F
TRACT H
TRACT JS 331ST STS 332NDSTS 333RD ST19
17
18
34
33 UTILITY CROSSING DETAILSC7.01 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SSEE SHEET C7.02 SEE SHEET C7.03SEWER LEGEND
STORM LEGEND
WATER LEGEND
PERMIT NO. 22-102344-UP
S 332ND PL19TH PL S
S 332ND LNS 333RD LNS 333RD LNTRACT G
TRACT H
TRACT I
TRACT B
TRACT C
TRACT A S 333RD ST16
8
15
14
13
12
11
10
9
17
18
7
38
39
36
37
20
47
4
3
2
1
25
26
27
28
34
30
33
32
31
35
54
53
46
29
43
52
41
40
45
44
42
21
22
23
24
6
49
50
48
5
51
UTILITY CROSSING DETAILSC7.02 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SSEE SHEET C7.01
SEE SHEET C7.04SEWER LEGEND
STORM LEGEND
WATER LEGEND
PERMIT NO. 22-102344-UP
S 334TH
PL
20TH PL S
20TH LN S
20TH AVE S
TRACT D
S 333RD ST80
79
878893929190
5655 57 6261605958
89 85
94
63
78
84
77
818283
86
UTILITY CROSSING DETAILSC7.03 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SSEE SHEET C7.04SEE SHEET C7.01SEWER LEGEND
STORM LEGEND
WATER LEGEND
PERMIT NO. 22-102344-UP
S 334TH
PL
20TH PL S
TRACT L
TRACT E
TRACT M
TRACT KS 333RD ST70
69
79
68
76
67
75
74
73
72
71
5655 57 6261605958
65
63
64
66
7877
UTILITY CROSSING DETAILSC7.04 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SSEE SHEET C7.03
SEE SHEET C7.02SEWER LEGEND
STORM LEGEND
WATER LEGEND
PERMIT NO. 22-102344-UP
UTILITY CROSSING TABLEC7.05 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
CROSSING REQUIREMENTS
·
·
·
PERMIT NO. 22-102344-UP
S 332ND PL19TH PL S
S 332ND LNS 333RD LNS 333RD LNS 334TH PL20TH PL S
20TH LN S
20TH AVE S 20TH AVE S
S 333RD ST89 8594
65
63
64
66
78
84
77
8182838687889392
20
47
16
8
15
14
13
12
4
11
3
10
2
19
9
1
70
80
69
79
68
76
67
75
74
73
72
71
25
26
27
28
34
30
33
32
31
17
35
54
53
46
18
91 90
5655 57 6261605958
29
43
52
41
40
45
44
42
21
22
23
24
6
49
50
48
38
39
36
37
5
7
TRACT J
TRACT F
TRACT H
TRACT I
TRACT G
TRACT M
TRACT K
TRACT L
TRACT C
TRACT B
TRACT A
TRACT D
TRACT ES 331ST STS 332NDST51
CHANNELIZATION, SIGNAGE & FIRE DEPARTMENT SITE PLANC8.01 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48
LEGEND
PERMIT NO. 22-102344-UP
20TH AVE SS 333RD ST 20TH AVE STRACT J
89
85
94
65 636466
78
84
77
81
82
83
86
87
88
93
92
91
90
56
55
57
62
61
60
59
58
29
TRACT D
TRACT E
43
52
4140 454442
TRACT C
21 22 23 24
6
49 5048 TRACT I
TRACT L
TRACT H38393637
TRACT B
20
TRACT G
47
168151413124113 TRACT F102
1991
ROW A
70
80
69
79
68 76
67
75
TRACT M
74
TRACT K
7372
ROW B
71
25 26 27 28 3430333231
17
35
5453
46
185
TRACT A
7
51 BLDG CBLDG FBLDG EBLDG BBLDG ABLDG DBLDG GBLDG KBLDG LBLDG HBLDG UBLDG TBLDG SBLDG RBLDG OBLDG NBLDG MBLDG PBLDG QBLDG J5/12/2022 11:23 AMJ:\2020\20266\LANDSCAPE\FINAL\SHEETS\20266 L1.01.DWGDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48TREE RETENTION PLANL1.01
SEE TREE RETENTION PLAN BY ESM CONSULTING ENGINEERS
TREE CREDIT CALCULATION
TOTAL SITE AREA:
TOTAL ROW, ACCESS & CRITICAL AREAS:
TOTAL ARES FOR TREE CREDIT CALCULATION:
30 TREE CREDITS/ACRE REQUIRED:
TOTAL TREE CREDITS RETAINED:
TOTAL SURVEYED TREES REMOVED:
TOTAL TREES RETAINED:
443,312 SQ. FT. (10.18 AC.)
118,048 SQ. FT. (2.71 AC.)
325,264 SQ. FT. (7.47 AC.
224 CREDITS
527.5 CREDITS
710
290
SEE TREE RETENTION PLAN BY ESM CONSULTING ENGINEERS
TREE COUNT
TREES IN WETLANDS:
TREES IN CRITICAL AREAS:
TREES IN DEVELOPABLE AREA:
OUTSIDE IN ROW & ACCESS AREA:
OUTSIDE SITE BOUNDARY:
TOTAL ONSITE LESS THAN 6" DBH
43
239
480
231
7
1,000
TREE TO BE RETAINED (TYP.)
WETLAND (TYP.)
WETLAND BOUNDARY (TYP.)
TREE TO BE RETAINED (TYP.)
WETLAND (TYP.)
WETLAND BOUNDARY (TYP.)
PERMIT NO. 22-102344-UP
29
434140
454442
TRACT C
21 22 23 24
6
TRACT H
38 393637
TRACT B
20
TRACT G
168151413124113
TRACT F
102
19
9
1
ROW A
25 26 27 28
3430333231
17
35 46
18
5
TRACT A
7 BLDG CBLDG FBLDG EBLDG BBLDG ABLDG DBLDG GBLDG HBLDG J20TH AVE S5/12/2022 11:13 AMJ:\2020\20266\LANDSCAPE\FINAL\SHEETS\20266 L2.01-L2.04.DWGDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48LANDSCAPE PLANL2.01
TREE TO BE RETAINED (TYP.)
STREET TREE (TYP.)
DECIDUOUS TREE (TYP.)
EVERGREEN TREE (TYP.)
SHRUB (TYP.)
GROUNDCOVER (TYP.)LAWN (TYP.)WETLANDWETLAND BUFFER (TYP.)
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SL2.01
L2.02
L2.03
SEE SHEET L2.02
6' BOARD FENCE (TYP.)BARK PATH (TYP.)
SPLIT RAIL FENCE (TYP.)
NOT TO SCALE
PICNIC TABLE (TYP.)
1.PLEASE REFERENCE CITY OF FEDERAL WAY PUBLIC WORKS STANDARD
DETAILS 3-29 AND 3-33 FOR STREET TREE PLANTING.
PROJECT NOTES
PERMIT NO. 22-102344-UP
TRACT J
94
93
92
91
56
55
57
52
TRACT C
49 5048
TRACT I
TRACT B
47
545351BLDG GBLDG KBLDG LBLDG UBLDG MBLDG JS 333RD ST 20TH AVE S5/12/2022 11:13 AMJ:\2020\20266\LANDSCAPE\FINAL\SHEETS\20266 L2.01-L2.04.DWGDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48LANDSCAPE PLANL2.02
TREE TO BE RETAINED (TYP.)STREET TREE (TYP.)DECIDUOUS TREE (TYP.)
SHRUB (TYP.)
GROUNDCOVER (TYP.)
LAWN (TYP.)
WETLAND (TYP.)WETLAND BUFFER (TYP.)
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SL2.01
L2.02
L2.03
5' CONCRETE PATH (TYP.)
PLAY EQIP.
PLAY EQIP.
BENCH (TYP.)
SOFT SURFACE PLAY AREA (TYP.)
PICNIC TABLE (TYP.)
SPLIT RAIL FENCE (TYP.)
6' BOARD FENCE (TYP.)
SEE SHEET L2.03
WETLAND (TYP.)
WETLAND BUFFER (TYP.)
SEE SHEET L2.01
NOT TO SCALE
EVERGREEN TREE (TYP.)
5' CONCRETE STAIRS
WITH HANDRAIL (TYP.)
5' CONCRETE STAIRS
WITH HANDRAIL (TYP.)
LAWN (TYP.)
PERMIT NO. 22-102344-UP
89
85
65 636466
78
84
77
81
82
83
86
87
88
91
90
62
61
60
59
58
TRACT D
TRACT E
TRACT L
70
80
69
79
68
76
67
75
TRACT M
74
TRACT K
7372
ROW B
71 BLDG UBLDG TBLDG SBLDG RBLDG OBLDG NBLDG PBLDG Q20TH AVE S5/12/2022 11:13 AMJ:\2020\20266\LANDSCAPE\FINAL\SHEETS\20266 L2.01-L2.04.DWGDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48LANDSCAPE PLANL2.03
TREE TO BE RETAINED (TYP.)
STREET TREE (TYP.)
DECIDUOUS TREE (TYP.)GROUNDCOVER (TYP.)
WETLAND (TYP.)
WETLAND BUFFER (TYP.)
LAWN (TYP.)
EVERGREEN TREE (TYP.)
SHRUB (TYP.)
6' BOARD FENCE (TYP.)
SPLIT RAIL FENCE (TYP.)
SEE SHEET L2.02
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SL2.01
L2.02
L2.03
NOT TO SCALE
PERMIT NO. 22-102344-UP
TREES QTY BOTANICAL NAME COMMON NAME SIZE SPACING
16 CHAMAECYPARIS OBTUSA `GRACILIS`SLENDER HINOKI FALSE CYPRESS 6` HT. MIN.AS SHOWN
17 THUJA PLICATA `4EVER` TM FOREVER GOLDY ARBORVITAE 6` HT. MIN.AS SHOWN
NATIVE TREES QTY BOTANICAL NAME COMMON NAME SIZE SPACING
4 ACER CIRCINATUM VINE MAPLE 7`-8` HT. MIN.AS SHOWN
4 PSEUDOTSUGA MENZIESII DOUGLAS FIR 6` HT. MIN.AS SHOWN
6 TAXUS BREVIFOLIA PACIFIC YEW 8` HT. MIN.8` O.C.
STREET TREES QTY BOTANICAL NAME COMMON NAME SIZE SPACING
16 ACER BUERGERIANUM TRIDENT MAPLE 2.5" CAL. MIN AS SHOWN
25 ACER GRISEUM PAPERBARK MAPLE 2.5" CAL. MIN AS SHOWN
27 CARPINUS JAPONICA JAPANESE HORNBEAM 2.5" CAL. MIN AS SHOWN
8 MALUS X `ADAMS`ADAMS CRABAPPLE 2.5" CAL. MIN AS SHOWN
11 MALUS X `ROBINSON`ROBINSON CRABAPPLE 2.5" CAL. MIN AS SHOWN
4 PYRUS CALLERYANA `CAPITAL`CAPITAL CALLERY PEAR 2.5" CAL. MIN AS SHOWN
9 PYRUS CALLERYANA `REDSPIRE`REDSPIRE CALLERY PEAR 2.5" CAL. MIN AS SHOWN
SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE SPACING
12 ABELIA X EDWARD GOUCHER PINK ABELIA 5 GAL./24" HT. MIN.4` O.C.
114 ABELIA X GRANDIFLORA 'KALEIDOSCOPE'KALEIDOSCOPE ABELIA 2 GAL/18" HT. MIN.3` O.C.
4 AUCUBA JAPONICA 'MR. GOLDSTRIKE'MR. GOLDSTRIKE JAPANESE LAUREL 5 GAL./24" HT. MIN.3` O.C. OR AS SHOWN
64 BERBERIS THUNBERGII 'GOLDEN ROCKET'GOLDEN ROCKET BARBERRY 2 GAL/18" HT. MIN.2` O.C.
76 BERBERIS THUNBERGII `ORANGE ROCKET`ORANGE ROCKET BARBERRY 3 GAL/18" HT. MIN.3` O.C.
14 BUXUS SEMPERVIRENS `AUREOVARIEGATA`VARIEGATED BOXWOOD 5 GAL./24" HT. MIN.5` O.C.
192 CALLUNA VULGARIS 'FIREFLY'FIREFLY HEATHER 1 GAL./12" HT. MIN.2` O.C.
43 CAREX COMANS `FROSTY CURLS`NEW ZEALAND HAIR SEDGE 1 GAL 1.5` O.C.
41 CAREX OSHIMENSIS `EVERILLO`EVERILLO JAPANESE SEDGE 1 GAL 1.5` O.C.
9 CHOISYA TERNATA 'SUNDANCE'SUNDANCE MEXICAN MOCK ORANGE 5 GAL./24" HT. MIN.5` O.C.
15 CORNUS SERICEA `FLAVIRAMEA`YELLOW TWIG DOGWOOD 2 GAL./24" HT. MIN.3` O.C.
95 CORNUS STOLONIFERA `KELSEYI`KELSEY DOGWOOD 3 GAL/18" HT. MIN.3` O.C.
68 DAPHNE ODORA 'AUREOMARGINATA'GOLD-EDGED WINTER DAPHNE 2 GAL/18" HT. MIN.3` O.C.
16 DAPHNE X TRANSATLANTICA 'SUMMER ICE'SUMMER ICE HYBRID DAPHNE 3 GAL./18" HT. MIN.4` O.C.
13 ENKIANTHUS CAMPANULATUS 'SHOWY LANTERN'SHOWY LANTERN ENKIANTHUS 5 GAL./24" HT. MIN.4` O.C.
21 ERICA CARNEA 'SPRINGWOOD WHITE'WHITE SPRING WINTER HEATH 2 GAL./24" HT. MIN., 24" O.C.3` O.C. OR AS SHOWN
246 ERICA CARNEA `VIVELLII`HEATH 2 GAL/15" HT. MIN.2` O.C.
25 EUONYMUS JAPONICUS 'AUREOVARIEGATUS'GOLD SPOT EUONYMUS 5 GAL./24" HT. MIN.5` O.C.
74 EUONYMUS JAPONICUS MICROPHYLLUS 'VARIEGATA'VARIEGATED BOX-LEAF EUONYMUS 2 GAL/18" HT. MIN.2` O.C.
73 FORSYTHIA X INTERMEDIA `FIESTA`FIESTA FORSYTHIA 3 GAL./18" HT. MIN.3` O.C.
40 HAKONECHLOA MACRA 'BENI-KAZE'BENI-KAZE JAPANESE FOREST GRASS 1 GAL 2` O.C.
219 ILEX CRENATA `SKY PENCIL SKY PENCIL JAPANESE HOLLY 3 GAL/18" HT. MIN.3` O.C.
9 KALMIA LATIFOLIA 'MINUET'MINUET MOUNTAIN LAUREL 2 GAL/18" HT. MIN.3` O.C. OR AS SHOWN
195 LAVANDULA ANGUSTIFOLIA `HIDCOTE`HIDCOTE LAVENDER 2 GAL/18" HT. MIN.2` O.C.
52 LEUCOTHOE FONTANESIANA `RAINBOW`RAINBOW LEUCOTHOE 3 GAL./18" HT. MIN.3` O.C.
39 LONICERA NITIDA 'LEMON BEAUTY'BOX LEAF HONEYSUCKLE 2 GAL/18" HT. MIN.3` O.C.
18 LONICERA NITIDA 'RED TIPS'RED TIPS BOX HONEYSUCKLE 3 GAL/18" HT. MIN.4` O.C.
9 MAHONIA REPENS CREEPING MAHONIA 2 GAL./24" HT. MIN., 24" O.C.3` O.C. OR AS SHOWN
55 NANDINA DOMESTICA `GULF STREAM` TM HEAVENLY BAMBOO 3 GAL/18" HT. MIN.3` O.C.
41 NANDINA DOMESTICA `SIENNA SUNRISE`HEAVENLY BAMBOO 3 GAL/18" HT. MIN.2` O.C.
61 OSMANTHUS HETEROPHYLLUS `GOSHIKI`GOSHIKI HOLLY OLIVE 5 GAL/36" HT. MIN.3` O.C.
24 PHILADELPHUS X `BELLE ETOILE`MOCK ORANGE 5 GAL./24" HT. MIN.5` O.C.
12 PIERIS JAPONICA `CAVATINE`LILY OF THE VALLEY BUSH 3 GAL./24" HT. MIN.4` O.C.
29 PIERIS JAPONICA `FOREST FLAME`LILY OF THE VALLEY BUSH 5 GAL./24" HT. MIN.4` O.C.
30 PRUNUS LAUROCERASUS 'MOUNT VERNON'MOUNT VERNON ENGLISH LAUREL 2 GAL./24" HT. MIN., 24" O.C.3` O.C. OR AS SHOWN
40 PRUNUS LAUROCERASUS `OTTO LUYKEN`LUYKENS LAUREL 5 GAL./24" HT. MIN.4` O.C.
19 RHODODENDRON X 'HINO-CRIMSON'HINO-CRIMSON KURUME AZALEA 5 GAL./30" HT. MIN.3` O.C. OR AS SHOWN
7 RHODODENDRON X DORA AMATEIS DORA AMATEISI RHODODENDRON 5 GAL./24" HT. MIN.4` O.C.
26 RHODODENDRON X PJM 'NATALIE'S PINK'NATALIE'S PINK PJM RHODODENDRON 5 GAL./24" HT. MIN.4` O.C.
8 ROSA RUGOSA RUGOSA ROSE 3 GAL./24" HT. MIN.5` O.C.
38 ROSMARINUS OFFICINALIS 'SALEM'SALEM ROSEMARY 1 GAL./12" HT. MIN.2` O.C.
4 SARCOCOCCA CONFUSA SWEETBOX 5 GAL./21" MIN. HT.3` O.C.
65 SARCOCOCCA RUSCIFOLIA FRAGRANT SARCOCOCCA 3 GAL./18" HT. MIN.3` O.C.
74 SPIRAEA JAPONICA 'SMNSJMFP' TM DOUBLE PLAY PINK SPIREA 2 GAL/18" HT. MIN.3` O.C.
11 SPIRAEA JAPONICA 'WALBUMA'MAGIC CARPET JAPANESE SPIREA 5 GAL./21" MIN. HT.3` O.C. OR AS SHOWN
25 SPIRAEA X BUMALDA `GOLDFLAME`GOLDFLAME SPIREA 3 GAL./24" HT. MIN.3` O.C.
4 VIBURNUM DAVIDII DAVID VIBURNUM 5 GAL./30" HT. MIN.3` O.C.
30 VIBURNUM TINUS 'SPRING BOUQUET'SPRING BOUQUET LAURUSTINUS 5 GAL./24" HT. MIN.4` O.C.
6 WEIGELA FLORIDA 'ELVERA' TM MIDNIGHT WINE WEIGELA 2 GAL./24" HT. MIN.3` O.C. OR AS SHOWN
NATIVE QTY BOTANICAL NAME COMMON NAME SIZE SPACING
85 BLECHNUM SPICANT DEER FERN 1 GAL./12" HT. MIN.2` O.C.
25 CORNUS SERICEA RED TWIG DOGWOOD 2 GAL./24" HT. MIN.3` O.C.
14 DICENTRA FORMOSA WESTERN BLEEDING-HEART 2 GAL/18" HT. MIN.2.5` O.C.
20 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL./24" HT. MIN.3` O.C.
63 MAHONIA NERVOSA OREGON GRAPE 2 GAL./24" HT. MIN.2` O.C.
48 MYRICA CALIFORNICA PACIFIC WAX MYRTLE 5 GAL./24" HT. MIN.3` O.C.
12 PENSTEMON SERRULATUS COAST PENSTEMON 1 GAL 1.5` O.C.
2 PHILADELPHUS LEWISII WILD MOCKORANGE 5 GAL./21" MIN. HT.3` O.C.
12 PHYSOCARPUS CAPITATUS PACIFIC NINEBARK 2 GAL./24" HT. MIN., 24" O.C.3` O.C.
64 POLYSTICHUM MUNITUM WESTERN SWORD FERN 2 GAL./24" HT. MIN.3` O.C.
6 RHODODENDRON MACROPHYLLUM PACIFIC RHODODENDRON 5 GAL/36" HT. MIN.4` O.C.
1 RIBES SANGUINEUM RED FLOWERING CURRANT 2 GAL./24" HT. MIN., 24" O.C.3` O.C.
30 ROSA GYMNOCARPA BALD HIP ROSE 3 GAL./18" HT. MIN.4` O.C.
14 ROSA NUTKANA NOOTKA ROSE 5 GAL./21" MIN. HT.3` O.C.
6 SPIRAEA DENSIFLORA SUB-ALPINE SPIRAEA 3 GAL./24" HT. MIN.3` O.C.
5 SYMPHORICARPOS ALBUS COMMON WHITE SNOWBERRY 5 GAL./21" MIN. HT.3` O.C.
46 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 5 GAL./24" HT. MIN.3` O.C.
ORNAMENTAL GRASSES QTY BOTANICAL NAME COMMON NAME SIZE SPACING
42 MUHLENBERGIA CAPILLARIS `LENCA`REGAL MIST PINK MUHLY 3 GAL/18" HT. MIN.3` O.C.
37 PENNISETUM ALOPECUROIDES `LITTLE BUNNY`LITTLE BUNNY FOUNTAIN GRASS 1 GAL./12" HT. MIN.1.5` O.C.
12 PENNISETUM SETACEUM `RUBRUM`PURPLE FOUNTAIN GRASS 2 GAL./12" HT.2.5` O.C.
GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE SPACING
1,305 SF BEESIA DELTOPHYLLA BEESIA 1 GAL.18" O.C.
581 SF EPIMEDIUM GRANDIFLORUM `RUBRUM`EPIMEDIUM 1 GAL.24" O.C.
823 SF ERICA CARNEA 'SPRINGWOOD PINK'SPRINGWOOD PINK WINTER HEATH 4" POT 18" O.C.
561 SF GALIUM ODORATUM SWEET WOODRUFF 4" POT 18" O.C.
35,803 SF LAWN HYDROSEED
184 SF LIRIOPE MUSCARI LILY TURF 1 GAL.18" O.C.
424 SF LYSIMACHIA NUMMULARIA 'AUREA'GOLDEN CREEPING JENNY 4" POT 18" O.C.
722 SF PACHYSANDRA TERMINALIS JAPANESE SPURGE 4" POT 18" O.C.
316 SF RUBUS PENTALOBUS CREEPING RASPBERRY 1 GAL.18" O.C.
841 SF VINCA MINOR `BOWLES BLUE`DWARF PERIWINKLE 1 GAL.24" O.C.
NATIVE QTY BOTANICAL NAME COMMON NAME SIZE SPACING
16,212 SF ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GAL.18" O.C.
900 SF FRAGARIA CHILOENSIS BEACH STRAWBERRY 1 GAL.18" O.C.
2,889 SF GAULTHERIA SHALLON SALAL 1 GAL.18" O.C.5/12/2022 11:13 AMJ:\2020\20266\LANDSCAPE\FINAL\SHEETS\20266 L2.01-L2.04.DWGDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48LANDSCAPE SCHEDULEL2.04
PLANT SCHEDULE
1.THE LANDSCAPE CONTRACTOR MUST BE LICENSED AND OR BONDED. CONTRACTOR MUST BE EXPERIENCED IN LANDSCAPE WORK OF THE
BEST TRADE PRACTICES AND HAVE THE NECESSARY EQUIPMENT AND PERSONNEL TO PERFORM WORK.
2.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HER/HIMSELF WITH THE SITE AND ALL OTHER SITE
IMPROVEMENTS PRIOR TO THE START OF LANDSCAPE WORK.
3.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES AND USE CAUTION WHILE EXCAVATING IN
ORDER TO AVOID DISTURBING ANY EXISTING UTILITIES. THE LANDSCAPE CONTRACTOR WILL PROMPTLY NOTIFY THE GENERAL CONTRACTOR
AND OWNER OF ANY CONFLICTS. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED DURING PLANTING ACTIVITIES, ALTERNATIVE LOCATIONS
MAY BE SELECTED BY THE OWNER'S REPRESENTATIVE.
4.THE LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK RELATED TO OTHER TRADES AS REQUIRED.
5.THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL PLANTS OF THE CORRECT SIZE, SPECIES VARIETY, QUANTITY AND QUALITY AS SPECIFIED
ON PLANT SCHEDULE AND SYMBOLS ON LANDSCAPE PLAN. IF UNAVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER'S
REPRESENTATIVE IMMEDIATELY AND PROVIDE THE NAMES AND TELEPHONE NUMBERS OF THREE NURSERY SUPPLIERS OR PLANT BROKERS
THAT HAVE BEEN CONTACTED. SUBSTITUTIONS SHALL ONLY BE MADE UPON THE APPROVAL OF THE OWNER'S REPRESENTATIVE OR
LANDSCAPE ARCHITECT.
6.ALL PLANT MATERIAL SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING. ALL PLANT MATERIAL
SHALL CONFORM TO THE LATEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY AND
LANDSCAPE ASSOCIATION (ANSI Z60.1).
7.THE LANDSCAPE CONTRACTOR SHALL DELIVER, MAINTAIN AND WATER PLANT MATERIAL UNTIL OWNERS FINAL ACCEPTANCE IS RECEIVED.
8.THE LANDSCAPE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL PROPERTY, INCLUDING PAVEMENT, WALKWAYS,
CURBS, FENCING, STRUCTURES, ETC.. DURING CONSTRUCTION.
9.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING INFORMED OF ALL EXISTING CODES, LAWS AND ORDINANCES RELATING
TO THE WORK REQUIRED ON SITE, AND SHALL COMPLY ACCORDINGLY.
10.THE LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO ASSURE PROPER SUBGRADES ARE MET.
11.THE LANDSCAPE CONTRACTOR SHALL SUBMIT THREE REPRESENTATIVE SOIL SAMPLES TO THE OWNER'S REPRESENTATIVE FOR TESTING BY
AN APPROVED SOIL TESTING LABORATORY. AMENDMENTS SHALL BE ADDED TO THE SOIL MIX AS RECOMMENDED BY SOIL TESTING LAB.
12.THE LANDSCAPE CONTRACTOR SHALL RAKE PREPARED AREAS AND REMOVE ANY ROCK OR DEBRIS OVER 1".
13.THE LANDSCAPE CONTRACTOR SHALL SET FINISHED GRADES BELOW EDGE OF HARDSCAPE ELEMENTS PRIOR TO MULCH AND/OR SOD
INSTALLATION. GRADES SHALL BE SET 3" BELOW ADJACENT HARDSCAPE SURFACES FOR PLANTING BEDS AND 1" BELOW FOR LAWN AREAS.
14.THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 2" DEEP LAYER OF MULCH IN ALL PLANTING BEDS.
15.MULCH SHALL BE 100% NATURAL FIR OR HEMLOCK, FINE GROUND, OF UNIFORM COLOR, FREE FROM DYES, WEED SEEDS, SAWDUST & SCRAP
LUMBER FIBER, TRASH, INORGANIC MATERIAL OR ANY OTHER COMPOUND DETRIMENTAL TO PLANT GROWTH.
16.FERTILIZER SHALL BE A COMPLETE, BALANCED COMMERCIAL BRAND WITH COMPLETE CHEMICAL ANALYSIS SHOWN ON AN UNOPENED
CONTAINER WHEN DELIVERED. FERTILIZER SHALL BE APPLIED AT RATES CONSISTENT WITH THE MANUFACTURER'S RECOMMENDATIONS AND
SOIL TESTING LAB'S RECOMMENDATIONS.
17.WORK AREAS TO BE KEPT NEAT AND ORDERLY AND FREE OF DEBRIS AND RUBBISH AT ALL TIMES DURING PROGRESS OF WORK. RAKE BEDS
NEATLY TO AN EVEN FINE GRADE AROUND ALL PLANTS. ALL PAVED AREAS ARE TO BE CLEANED BY BROOM AND/OR WASHED AFTER EACH
DAY'S WORK OR MORE FREQUENTLY AS REQUIRED. ALL PLANTING AREAS AND ADJACENT PAVED AREAS SHALL BE LEFT IN A NEAT AND CLEAN
CONDITION UPON COMPLETION OF JOB.
18.IF A DISCREPANCY EXISTS BETWEEN THE PLANT QUANTITIES ON THE PLANT SCHEDULE AND THOSE SHOWN ON THE PLAN THE QUANTITIES ON
THE PLAN SHALL GOVERN.
19.PROPOSALS FOR PLANT SUBSTITUTIONS, LOCATION ADJUSTMENTS, SOIL AMENDMENTS OR ANY VARIATIONS FROM THE APPROVED PLANS
SHALL REQUIRE PRIOR APPROVAL BY THE CITY OF MONROE PLANNING.
20.SOILS LOCATED IN PLANTING AREAS THAT HAVE BEEN COMPACTED TO A DENSITY GREATER THAN THAT PENETRABLE WITH A HAND SHOVEL
(APPROX.. 85%), SHALL BE LOOSENED TO INCREASE AERATION FOR A MINIMUM DEPTH OF 18 INCHES FOR THE ENTIRE AREA OF THE
COMPACTED SOILS UTILIZED FOR LANDSCAPE PURPOSES. IMPORTED TOPSOIL SHALL BE INCORPORATED INTO LOOSENED SUB GRADE TO A
MINIMUM DEPTH OF 6". VERIFICATION OF THE NEED FOR ADDITIONAL SOIL AMENDMENTS WILL BE MADE AT THIS TIME. RECOMMENDED
AMENDMENTS SHALL BE APPLIED PRIOR TO PLANTING.
21.DRAINAGE: CONTRACTOR SHALL NOTIFY THE OWNER OF ANY LOW POINTS OR FORESEEN POOR DRAINING AREAS EXISTING ON-SITE AND
PROVIDE CORRECTIVE DRAINAGE PLANS PRIOR TO COMMENCING LANDSCAPE WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING
POSITIVE DRAINAGE IN ALL FINISHED LANDSCAPE AREAS THAT ARE PART OF THIS SCOPE OF WORK. ALL POSITIVE DRAINAGE FROM
LANDSCAPE AREAS SHALL BE DISCHARGED APPROPRIATELY AND SHALL NOT CREATE DRAINAGE PROBLEMS OFF-SITE OR IN OTHER AREAS OF
THE PROJECT. FINISHED LANDSCAPE AREAS WITH PONDING WATER OR OTHER POOR DRAINAGE CONDITIONS SHALL BE CORRECTED AT THE
CONTRACTOR'S EXPENSE.
22.OWNER SHALL APPROVE PLANT MATERIAL & PLANTING BED LOCATION PRIOR TO INSTALLATION. ALLOW 24 HOURS MINIMUM NOTIFICATION
FOR INSPECTION REQUEST. PLANT MATERIAL THAT HAS BEEN APPROVED FOR INSTALLATION SHALL BE PLANTED WITHIN 24 HOURS.
INSTALLATION SHALL NOT BE CONDUCTED UNDER ADVERSE WEATHER CONDITIONS WITHOUT PRIOR APPROVAL OF THE RESPONSIBLE
OFFICIAL. PLANT MATERIAL THAT CANNOT BE PLANTED WITHIN ONE DAY FOLLOWING ARRIVAL SHALL BE HEELED-IN, KEPT MOIST AND
PROTECTED AT ALL TIMES FROM EXTREME WEATHER CONDITIONS. PLANTS SHALL BE STORED AT THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
23.TREE PITS SHALL BE A MINIMUM OF TWO TIMES (2X) THE DIAMETER OF THE TREE'S ROOT MASS. ADDITIONAL AERATION MAY BE REQUIRED AS
DIRECTED BY THE RESPONSIBLE OFFICIAL. ADD WATER TUBES TO THE TREE PLANTINGS IN PAVED AREAS.
24.STREET TREES SHALL BE SYMMETRICAL AND UNIFORM IN APPEARANCE, SIZE AND STRUCTURE.
25.STREET TREE AND SHRUB INSTALLATIONS SHALL CONFORM TO THE FOLLOWING GENERAL GUIDELINES:
A.) TREES SHALL NOT BE PLANTED IN LOCATIONS THAT COULD LEAD TO ROOTS DAMAGING SIDEWALKS OR CURBING, OR IN ANY OTHER
LOCATION THAT MAY CAUSE A SAFETY CONCERN.
26.PLANT MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS. PLANT MATERIAL THAT HAS LOST MORE THAN 30 PERCENT OF ITS
NORMAL FOLIAGE SHALL BE REPLACED AT CONTRACTOR'S EXPENSE AS DIRECTED BY THE RESPONSIBLE OFFICIAL.
27.ALL TREE STAKES TO BE REMOVED AFTER A PERIOD OF TWO YEARS.
28.ALL SLOPES STEEPER THAN 3:1 SHALL BE PROTECTED WITH EROSION CONTROL FABRIC INSTALLED PER MANUFACTURER'S SPECIFICATIONS
OR OTHER APPROVED EROSION CONTROL METHOD.
GENERAL LANDSCAPE NOTES
PERMIT NO. 22-102344-UP
NOT TO SCALE
SPLIT (2) RAIL FENCE
UNDISTURBED SOIL
4" AGGREGATE BASE
4" OF AGGREGATE BACKFILL
HOLES IN POST FOR RAILS (TYP.)
2"X4" SPLIT CEDAR RAIL (TYP.)
4"X4" CEDAR POST
~8'
EQ. SPACING
6.00
2.00
EQ. 4-3/4" X 1-1/2" TK CAP
ON TOP OF POST
2"X4" TK TOP RAIL
1"X4" TK RAIL
2"X4" TK RAIL
4"X4" PT POST
1"X4" CEDAR BOARDS
(TIGHT)
2"X4" TK RAIL
1"X4" TK RAIL
FINISHED GRADE
HOLD TOP OF FOOTING 2" BELOW
FINISHED GRADE
OPTIONAL POST ON
PIPE
NOT TO SCALE
6' WOOD PANEL FENCE
SECTION
ELEVATION
3'
1 1
2 X ROOTBALL
DIMENSION
STAKES SHALL EXTEND
A MIN. OF 1' INTO
UNDISTURBED SOIL
DETAIL: PLANTING DECIDUOUS TREE
2 x ROOTBALL DIA.
RUBBER HOSE AT TREE; HOSE SHALL
BE LONG ENOUGH TO
ACCOMMODATE 1 YEAR'S GROWTH
AND BUFFER ALL BRANCHES FROM
THE WIRE
3 HARDWOOD STAKES OR OTHER
APPROVED MATERIAL; ALL STAKES
TO BE DRIVEN OUTSIDE THE
ROOTBALL, AT 120° SPACING
GALVANIZED WIRE OR CABLE; TWIST
WIRE TO TIGHTEN ONLY ENOUGH TO
KEEP FROM SLIPPING (ALLOW FOR
SOME TRUNK MOVEMENT)
STAKING NOTES:PLANT TREE SO THAT THE TRUNK
CROWN IS VISIBLE AT THE TOP OF THE
ROOTBALL; SET TOP OF ROOTBALL
FLUSH TO GRADE; DO NOT COVER THE
TOP OF THE ROOTBALL WITH SOIL
MIN. 2" MULCH; DO NOT PLACE IN
CONTACT WITH TRUNK
4" HIGH EARTH SAUCER AROUND EDGE
OF PLANTING PIT
FINISH GRADE
ROUGHEN EDGES OF PIT
REMOVE ALL TWINE, WIRE AND
BURLAP FROM TOP HALF OF
ROOTBALL; NON
BIODEGRADABLE MATERIAL
SHALL BE REMOVED
COMPLETELY
TAMP TOPSOIL BACKFILL
AROUND ROOTBALL BASE
FIRMLY WITH FOOT PRESSURE
TO AVOID SHIFTING OF
ROOTBALL
PLACE ROOTBALL ON
UNEXCAVATED/UNDISTURBED
NATIVE SOIL PEDESTAL TO
PREVENT SETTLING
NOT TO SCALE
PRUNE TREE AS DIRECTED IN
PLANTING NOTES
NOT TO SCALE
DETAIL: PLANTING CONIFER TREE
PLANT TREE SO THAT THE TRUNK
CROWN IS VISIBLE AT THE TOP OF THE
ROOTBALL; SET TOP OF ROOTBALL
FLUSH TO GRADE; DO NOT COVER THE
TOP OF THE ROOTBALL WITH SOIL
MIN. 2" MULCH; DO NOT PLACE IN
CONTACT WITH TRUNK
4" HIGH EARTH SAUCER AROUND
EDGE OF PLANTING PIT
3'
1 1
2 X
ROOTBALL
DIMENSION
1.00
FINISH GRADE
REMOVE ALL TWINE, WIRE, AND BURLAP
FROM TOP HALF OF ROOTBALL; NON-
BIODEGRADABLE MATERIAL SHALL BE
REMOVED COMPLETELY
ROUGHEN EDGES OF PIT
TAMP TOPSOIL BACKFILL AROUND
ROOTBALL BASE FIRMLY WITH FOOT
PRESSURE TO AVOID SHIFT OF ROOTBALL
PLACE ROOTBALL ON
UNEXCAVATED/UNDISTURBED NATIVE SOIL
PEDESTAL TO PREVENT SETTLING
RUBBER HOSE AT TREE; HOSE
SHALL BE LONG ENOUGH TO
ACCOMMODATE 1 YEAR'S
GROWTH AND BUFFER ALL
BRANCHES FROM THE WIRE
STAKING NOTES:
REMOVE ALL TWINE, WIRE, AND BURLAP
FROM TOP HALF OF ROOTBALL;
NON-BIODEGRADABLE MATERIAL SHALL
BE REMOVED COMPLETELY
TAMP TOPSOIL BACKFILL
AROUND ROOTBALL BASE
FIRMLY WITH FOOT PRESSURE
TO AVOID SHIFTING OF
ROOTBALL
PLACE ROOTBALL ON UNEXCAVATED
SOIL/UNDISTURBED NATIVE SOIL TO PREVENT
SETTLING
PRUNE TREE AS DIRECTED IN PLANTING
NOTES
PLANT TREE SO THAT THE TRUNK CROWN
IS VISIBLE AT THE TOP OF THE ROOTBALL;
SET TOP OF ROOTBALL AT SURFACE OF
SLOPE; DO NOT COVER TOP OF THE
ROOTBALL WITH SOIL
MIN. 2" MULCH; DO NOT PLACE IN
CONTACT WITH TRUNK
4" HIGH EARTH SAUCER
AROUND EDGE OF PLANTING
PIT
ROUGHEN EDGES OF PIT
BACKFILL - 2:1 MAX. SLOPE
FILTER FABRIC
1 MAN BOULDER. (3) PER
TREE MIN. W/ FILTER FABRIC
BEHIND TO PREVENT SOIL
WASH-THROUGH; BURY A MIN.
OF 1
3 OF BOULDER BELOW
EXISTING SLOPE SURFACE FOR
STABILITY
NOTE ON SOIL STABILIZATION:
SECURE ALL EXPOSED CUT AND
FILL SLOPES ADJACENT TO NEW
PLANTING WITH HYDROSEED,
BIODEGRADABLE EROSION
CONTROL MESH OR MATTING, OR
OTHER APPROVED METHOD.
EXISTING
GRADE; 2:1
SLOPE MAX.
UPPER CUT
SLOPE: 2:1
MAX.
RUBBER HOSE AT TREE; HOSE SHALL
BE LONG ENOUGH TO ACCOMMODATE
1 YEAR'S GROWTH AND BUFFER ALL
BRANCHES FROM THE WIRE
3 HARDWOOD STAKES OR OTHER
APPROVED MATERIAL; ALL STAKES TO
BE DRIVEN OUTSIDE THE ROOTBALL,
AT 120° SPACING
GALVANIZED WIRE OR CABLE; TWIST
WIRE TO TIGHTEN ONLY ENOUGH TO
KEEP FROM SLIPPING (ALLOW FOR
SOME TRUNK MOVEMENT)
STAKES SHALL EXTEND A MIN. OF
12" INTO UNDISTURBED SOIL
1 1
2 x
ROOTBALL
DIA.
3' MIN.
DETAIL: PLANTING DECIDUOUS TREE ON SLOPE
NOT TO SCALE
STAKING NOTES:
STAKES SHALL EXTEND A MIN. OF 1' INTO
UNDISTURBED SOIL - SEE DECIDUOUS TREE
PLANTING DETAIL FOR MORE INFORMATION
1' MIN.
1 1
2 x
ROOTBALL
DIA.
3' MIN.
PRUNE TREE AS
DIRECTED IN
PLANTING NOTES
PLANT TREE SO THAT THE
TRUNK CROWN IS VISIBLE
AT THE TOP OF THE
ROOTBALL; SET TOP OF
ROOTBALL AT SURFACE OF
SLOPE; DO NOT COVER
TOP OF THE ROOTBALL
WITH SOIL
MIN. 2" MULCH; DO NOT
PLACE IN CONTACT WITH
TRUNK
4" HIGH EARTH SAUCER
AROUND EDGE OF
PLANTING PIT
ROUGHEN EDGES OF PIT
TAMP TOPSOIL BACKFILL
AROUND ROOTBALL BASE
FIRMLY WITH FOOT
PRESSURE TO AVOID
SHIFT OF ROOTBALL
PLACE ROOTBALL ON
UNEXCAVATED/UNDISTURBED NATIVE SOIL
TO PREVENT SETTLING
BACKFILL - 2:1 MAX. SLOPE
FILTER FABRIC
1 MAN BOULDER. (3) PER
TREE MIN. W/ FILTER FABRIC
BEHIND TO PREVENT SOIL
WASH-THROUGH; BURY A MIN.
OF 1
3 OF BOULDER BELOW
EXISTING SLOPE SURFACE
FOR STABILITY
NOTE ON SOIL STABILIZATION:
SECURE ALL EXPOSED CUT AND FILL SLOPES
ADJACENT TO NEW PLANTING WITH
HYDROSEED, BIODEGRADABLE EROSION
CONTROL MESH OR MATTING, OR OTHER
APPROVED METHOD
EXISTING GRADE;
2:1 SLOPE MAX.
DETAIL: PLANTING CONIFER TREE ON SLOPE
UPPER CUT
SLOPE: 2:1
MAX.
REMOVE ALL TWINE, WIRE,
AND BURLAP FROM TOP HALF
OF ROOTBALL;
NON-BIODEGRADABLE
MATERIAL SHALL BE
REMOVED COMPLETELY
NOT TO SCALE
PLANT
SET CROWN OF PLANT AT
FINISHED GRADE
2" LAYER MULCH;
TAPER TO CROWN
SAUCER 2" HIGH
FINISHED GRADE
ROOTBALL
TOPSOIL BACKFILL &
FERTILIZER
ROUGHEN ALL SURFACES
OF PIT
CUT NEW ROOT MASS TO
STIMULATE NEW ROOT GROWTH
UNDISTURBED NATIVE SOIL
2 X ROOTBALL DIA.
1 1
2 X
ROOTBALL
DIA.
2 x ROOTBALL DIA.
PLANT
EXISTING SLOPE
SET CROWN OF PLANT AT
FINISHED GRADE
2" LAYER OF MULCH;
TAPER TO CROWN
CORNER OF ROOT SYSTEM TO
BE AT LINE OF ORIGINAL
GRADE, WHILE BELOW
FINISHED GRADE
SAUCER 2" HIGH ABOVE
MULCH:
FIRMLY COMPACT
FINISHED GRADE
ROOTBALL
TOPSOIL
BACKFILL & FERTILIZER
ROUGHEN ALL SURFACES OF
PIT
CUT NEW ROOT MASS TO
STIMULATE NEW ROOT GROWTH
UNDISTURBED NATIVE SOIL
DETAIL: PLANTING SHRUB
NOT TO SCALE
DETAIL: PLANTING SHRUB ON SLOPE
NOT TO SCALE
GROUNDCOVER
2" LAYER OF MULCH; TAPER TO
CROWN
FINISHED GRADE
ROOTBALL
TOPSOIL BACKFILL & FERTILIZER
CUT NEW ROOT MASS TO
STIMULATE NEW ROOT GROWTH
UNDISTURBED NATIVE SOIL
2 X ROOTBALL DIA.
1 1
2 X
ROOTBALL
DIA.
EQUAL
EQUAL
EQUAL
PLANT
SPACING PER
PLANT TYPE;
SEE SCHEDULE
NOTE:
TO AVOID LANDSCAPE INTRUSION INTO PATHS,
THE FOLLOWING PLANTING SPACING OFF-SETS
FROM EDGE OF ALL PATHS, DRIVES, ACCESS
ROUTES, ETC. SHALL BE MET:
GROUND COVER: 18"
SMALL SHRUBS (UNDER 3' TALL): 30"
MEDIUM SHRUBS (FROM 3' TALL TO 6'): 42"
LARGE SHRUBS (OVER 6' TALL): 48"
DETAIL: PLANTING GROUNDCOVER
NOT TO SCALENOT TO SCALE
DETAIL: PLANT SPACING
A
A
16"
1'
STAIRS - SECTION SIDE VIEW
STAIRS - SECTION FRONT VIEW
12"
5'
3'
1'-6"
11" MIN
9/16" R
TYP
STEEL POST SET ON
CENTER OF TREAD.
1 12" SCHEDULE 40 PIPE RAILING,
POWDER COATED, BLACK.
CONCRETE STAIRS
4" MIN.-
7" MAX.
PER IBC 1009.7.2 - 1009.7.5.3
NOT TO SCALE
DETAIL - CONCRETE STAIRS WITH HANDRAIL
5/12/2022 10:57 AMJ:\2020\20266\LANDSCAPE\FINAL\SHEETS\20266 L2.31.DWGDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48LANDSCAPE DETAILSL2.31
PERMIT NO. 22-102344-UP
20TH AVE S29
434140
454442
TRACT C
21 22 23 24
6
TRACT H
38 393637
TRACT B
20
TRACT G
168151413124113
TRACT F
102
19
9
1
ROW A
25 26 27 28
3430333231
17
35 46
18
5
TRACT A
7 BLDG CBLDG FBLDG EBLDG BBLDG ABLDG DBLDG GBLDG HBLDG JBF2
21.231
11 2"
8.9634
11 2"
25.035
11 2"
3621.1
11 2"
22.237
11 2"9.3438
11 2"
31.143
11 2"
24.946
2"
22.849
22.148
2"
23.544
2"
399.86
11 2"
4530.4
2"
4728.1
2"
3324.2
11 2"
3210.9
11 2"
308.84
11 2"
4210.8
11 2"
4122.5
11 2"
4017.5
11 2"
16.156
2"
26.155
2"
114"
2"
114"
2"
2"
2"
2"
2"
114"2"
2"
2"
114"2"
C2
M2
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SL3.01
L3.02
L3.03
NOT TO SCALE5/12/2022 11:04 AMJ:\2020\20266\LANDSCAPE\FINAL\SHEETS\20266 L3.01 - L3.03.DWGDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48IRRIGATION PLANL3.01
MAIN LINE (TYP.)LATERAL PIPE (TYP.)PIPE SLEEVE (TYP.)TURF SPRAY (TYP.)SHRUB SPRAY (TYP.)CONTROL VALVE (TYP.)DRIPLINE (TYP.)
P.O.C.- WATER METER #2 BACK FLOW DEVICE (TYP.)QUICK COUPLER VALVE (TYP.)
SEE SHEET L3.02
TREE TO BE RETAINED (TYP.)
WETLAND
WETLAND BUFFER (TYP.)
WATER SERVICE LINE (TYP.)
PERMIT NO. 22-102344-UP
S 333RD ST 20TH AVE STRACT J
94
93
92
91
56
55
57
52
TRACT C
49 5048
TRACT I
TRACT B
47
545351BLDG GBLDG KBLDG LBLDG UBLDG MBLDG J3.4816
11 2"
11.115
11 2"
32.517
11 2"
22.849
2"
12.450
11 2"
24.452
11 2"
517.84
11 2"
19.853
2"
19.354
11 2"
22.158
11 2"
27.457
11 2"
16.156
2"
26.155
2"
12.459
11 2"
28.218
11 2"
TREE TO BE RETAINED (TYP.)
WETLAND
WETLAND BUFFER (TYP.)5/12/2022 11:04 AMJ:\2020\20266\LANDSCAPE\FINAL\SHEETS\20266 L3.01 - L3.03.DWGDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48IRRIGATION PLANL3.02
MAIN LINE (TYP.)
LATERAL PIPE (TYP.)
PIPE SLEEVE (TYP.)TURF SPRAY (TYP.)
SHRUB SPRAY (TYP.)CONTROL VALVE (TYP.)
DRIPLINE (TYP.)
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SL3.01
L3.02
L3.03
SEE SHEET L3.03
SEE SHEET L3.01
NOT TO SCALE
PERMIT NO. 22-102344-UP
20TH AVE S89
85
65 636466
78
84
77
81
82
83
86
87
88
91
90
62
61
60
59
58
TRACT D
TRACT E
TRACT L
70
80
69
79
68
76
67
75
TRACT M
74
TRACT K
7372
ROW B
71 BLDG UBLDG TBLDG SBLDG RBLDG OBLDG NBLDG PBLDG QM1BF
32.01
11 2"
15.82
11 2"
8.093
11 2"
16.44
11 2"
11.412
11 2"
28.211
11 2"
28.18
2"
33.07
2"
920.5
11 2"
1033.7
11 2"
610.9
11 2"
3.4816
11 2"
30.019
11 2"
12.15
2"
16.120
11 2"
7.9421
11 2"
6.0013
11 2"
146.61
11 2"
11.115
11 2"
2"
2"
2"
2"
2"
2"
2"
C1
28.122
11 2"5/12/2022 11:04 AMJ:\2020\20266\LANDSCAPE\FINAL\SHEETS\20266 L3.01 - L3.03.DWGDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48IRRIGATION PLANL3.03
MAIN LINE (TYP.)LATERAL PIPE (TYP.)PIPE SLEEVE (TYP.)
TURF SPRAY (TYP.)
SHRUB SPRAY (TYP.)CONTROL VALVE (TYP.)DRIPLINE (TYP.)
3" WATER METER #1 (TYP.)
QUICK COUPLER VALVE (TYP.)
BACK FLOW DEVICE (TYP.)
S 333RD ST
20TH AVE SS 332ND PL
19TH PL SS 333RD LN
S 334TH PL20TH PL S20TH LN SKEY MAP
S 333RD LN
S 332ND LN
20TH AVE SL3.01
L3.02
L3.03
NOT TO SCALE
SEE SHEET L3.02
TREE TO BE RETAINED (TYP.)
WETLAND
WETLAND BUFFER (TYP.)
WATER SERVICE LINE (TYP.)
PERMIT NO. 22-102344-UP
NUMBER MODEL SIZE TYPE GPM WIRE DESIGN PSI PSI PSI @ POC PRECIP
1 HUNTER PGV-151 GLOBE 1-1/2"TURF SPRAY 31.95 40 51.35 1.07 in/h
2 HUNTER PGV-151 GLOBE 1-1/2"SHRUB SPRAY 15.76 30 40.08 0.97 in/h
3 HUNTER PGV-151 GLOBE 1-1/2"AREA FOR DRIPLINE 8.09 40 50.0 0.8 in/h
4 HUNTER PGV-151 GLOBE 1-1/2"TURF SPRAY 16.43 40 50.6 1.05 in/h
5 HUNTER PGV-201 GLOBE 2"SHRUB SPRAY 12.08 30 35.86 1.23 in/h
6 HUNTER PGV-151 GLOBE 1-1/2"AREA FOR DRIPLINE 10.91 40 54.73 0.8 in/h
7 HUNTER PGV-201 GLOBE 2"TURF SPRAY 32.95 40 48.12 1.0 in/h
8 HUNTER PGV-201 GLOBE 2"SHRUB SPRAY 28.07 30 37.77 1.48 in/h
9 HUNTER PGV-151 GLOBE 1-1/2"SHRUB SPRAY 20.47 30 42.71 1.34 in/h
10 HUNTER PGV-151 GLOBE 1-1/2"TURF SPRAY 33.73 40 46.31 0.98 in/h
11 HUNTER PGV-151 GLOBE 1-1/2"SHRUB SPRAY 28.16 30 40.6 0.5 in/h
12 HUNTER PGV-151 GLOBE 1-1/2"AREA FOR DRIPLINE 11.42 40 47.05 0.8 in/h
13 HUNTER PGV-151 GLOBE 1-1/2"AREA FOR DRIPLINE 6.00 40 45.95 0.8 in/h
14 HUNTER PGV-151 GLOBE 1-1/2"AREA FOR DRIPLINE 6.61 40 49.12 0.81 in/h
15 HUNTER PGV-151 GLOBE 1-1/2"AREA FOR DRIPLINE 11.07 40 45.88 0.8 in/h
16 HUNTER PGV-151 GLOBE 1-1/2"AREA FOR DRIPLINE 3.48 40 43.18 0.8 in/h
17 HUNTER PGV-151 GLOBE 1-1/2"SHRUB SPRAY 32.47 40 49.58 1.02 in/h
18 HUNTER PGV-151 GLOBE 1-1/2"TURF SPRAY 28.20 40 50.77 1.06 in/h
19 HUNTER PGV-151 GLOBE 1-1/2"TURF SPRAY 30.05 40 48.16 1.12 in/h
20 HUNTER PGV-151 GLOBE 1-1/2"SHRUB SPRAY 16.12 30 39.5 0.93 in/h
21 HUNTER PGV-151 GLOBE 1-1/2"AREA FOR DRIPLINE 7.94 40 44.7 0.79 in/h
22 HUNTER PGV-151 GLOBE 1-1/2"TURF SPRAY 28.09 40 46.85 1.21 in/h
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI
HUNTER PROS-06-PRS40-CV SHORT RADIUS NOZZLES
TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE
2 40
HUNTER PROS-06-PRS40-CV 5` STRIP SPRAY
TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE
1 40
HUNTER PROS-06-PRS40-CV 8` RADIUS
TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE
36 40
HUNTER PROS-06-PRS40-CV 9` SIDE STRIP SPRAY
TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE
2 40
HUNTER PROS-06-PRS40-CV 10` RADIUS
TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE
21 40
HUNTER PROS-06-PRS40-CV 12` RADIUS
TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE
34 40
HUNTER PROS-06-PRS40-CV 15` RADIUS
TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE
7 40
HUNTER PROS-06-PRS40-CV 17` RADIUS
TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE
2 40
HUNTER PROS-06-PRS40-CV ADJUSTABLE ARC
TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE
36 40
HUNTER PROS-00 SHORT RADIUS NOZZLES
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
40 30
HUNTER PROS-00 5` STRIP SPRAY
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
17 30
HUNTER PROS-00 5` RADIUS
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
49 30
HUNTER PROS-00 8` RADIUS
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
43 30
HUNTER PROS-00 9` SIDE STRIP SPRAY
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
10 30
HUNTER PROS-00 10` RADIUS
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
12 30
HUNTER PROS-00 12` RADIUS
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
5 30
HUNTER PROS-00 15` RADIUS
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
7 30
HUNTER PROS-00 17` RADIUS
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
4 30
HUNTER PROS-00 ADJ
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
22 30
HUNTER MP2000 PROS-06-PRS40-CV
SHRUB ROTATOR, 6" (15.24 CM) POP-UP WITH FACTORY INSTALLED CHECK
VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE.
K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON
PRS40 BODY.
7 40
HUNTER MP3000 PROS-06-PRS40-CV
SHRUB ROTATOR, 6" (15.24 CM) POP-UP WITH FACTORY INSTALLED CHECK
VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE.
B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC ON
PRS40 BODY.
2 40
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
AREA TO RECEIVE DRIPLINE
HUNTER MLD-05-12-BL
0.5 GPH BLACK MINI LANDSCAPE DRIPLINE. EMITTERS AT 12" O.C. DRIPLINE
LATERALS SPACED AT 12" APART. SPECIFY WITH HUNTER QB 1/4" FITTINGS.
7,888 L.F.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
HUNTER PGV-151 GLOBE
1-1/2" PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR RESIDENTIAL/LIGHT
COMMERCIAL USE. FEMALE NPT INLET/OUTLET, WITH FLOW CONTROL. GLOBE
CONFIGURATION.
19
HUNTER PGV-201 GLOBE
2" PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR RESIDENTIAL/LIGHT
COMMERCIAL USE. FEMALE NPT INLET/OUTLET, WITH FLOW CONTROL. GLOBE
CONFIGURATION.
3
HUNTER HQ-44LRC
QUICK COUPLER VALVE, YELLOW RUBBER LOCKING COVER, RED BRASS AND
STAINLESS STEEL, WITH 1" NPT INLET, 2-PIECE BODY.
1
ZURN 950XL 1"
DOUBLE CHECK VALVE ASSEMBLY
1
POINT OF CONNECTION 3"1
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
PVC SCHEDULE 40 IRRIGATION PIPE. ONLY LATERAL TRANSITION PIPE SIZES 1"
AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN
SIZE.
7,650 L.F.
IRRIGATION MAINLINE: BLU-LOCK AND PVC CLASS 200
BLU-LOCK PIPE, AS MANUFACTURED BY HYDRO RAIN, 1/2" TO 1", THEN PVC
CLASS 200 FOR 1-1/4" AND LARGER.
1,111 L.F.
2H2Q 4H4Q 6Q 6H
ES CS SSRCSLCS
FHTQ
EST SSTCST
9 9
Q T H F
Q T H TT TQ F
Q T H TT TQ F
HQ
K G R
B Y A
BF
#"
#
Valve Number
Valve Size
Valve Flow
Valve Callout
#
IRRIGATION SCHEDULE
M1
NUMBER MODEL SIZE TYPE GPM WIRE DESIGN PSI PSI PSI @ POC PRECIP
30 HUNTER PGV-151 GLOBE 1-1/2"AREA FOR DRIPLINE 8.84 40 43.3 202.51 0.8 in/h
31 HUNTER PGV-151 GLOBE 1-1/2"TURF ROTARY 21.25 40 55.51 219.25 0.67 in/h
32 HUNTER PGV-151 GLOBE 1-1/2"AREA FOR DRIPLINE 10.91 40 51.57 213.97 0.8 in/h
33 HUNTER PGV-151 GLOBE 1-1/2"SHRUB SPRAY 24.21 30 42.43 207.19 0.42 in/h
34 HUNTER PGV-151 GLOBE 1-1/2"AREA FOR DRIPLINE 8.96 40 52.22 220.56 0.8 in/h
35 HUNTER PGV-151 GLOBE 1-1/2"TURF SPRAY 24.96 40 48.98 217.7 2.24 in/h
36 HUNTER PGV-151 GLOBE 1-1/2"SHRUB SPRAY 21.12 30 37.88 206.48 1.44 in/h
37 HUNTER PGV-151 GLOBE 1-1/2"TURF SPRAY 22.18 30 40.4 202.66 1.01 in/h
38 HUNTER PGV-151 GLOBE 1-1/2"AREA FOR DRIPLINE 9.34 40 50.64 212.7 0.8 in/h
39 HUNTER PGV-151 GLOBE 1-1/2"AREA FOR DRIPLINE 9.86 40 51.48 219.31 0.8 in/h
40 HUNTER PGV-151 GLOBE 1-1/2"SHRUB SPRAY 17.52 30 36.93 206.39 1.34 in/h
41 HUNTER PGV-151 GLOBE 1-1/2"SHRUB SPRAY 22.52 30 38.72 205.66 0.44 in/h
42 HUNTER PGV-151 GLOBE 1-1/2"AREA FOR DRIPLINE 10.77 40 47.51 213.48 0.8 in/h
43 HUNTER PGV-151 GLOBE 1-1/2"SHRUB SPRAY 31.14 30 42.03 210.53 1.55 in/h
44 HUNTER PGV-201 GLOBE 2"TURF SPRAY 23.46 30 39.45 206.63 1.85 in/h
45 HUNTER PGV-201 GLOBE 2"TURF SPRAY 30.38 40 48.97 217.93 1.16 in/h
46 HUNTER PGV-201 GLOBE 2"TURF SPRAY 24.91 40 49.3 216.09 0.88 in/h
47 HUNTER PGV-201 GLOBE 2"TURF SPRAY 28.12 30 38.8 207.18 0.92 in/h
48 HUNTER PGV-201 GLOBE 2"TURF SPRAY 22.09 40 47.78 213.2 0.92 in/h
49 HUNTER PGV-201 GLOBE 2"TURF SPRAY 22.83 40 46.25 207.82 1.33 in/h
50 HUNTER PGV-151 GLOBE 1-1/2"AREA FOR DRIPLINE 12.39 40 52.37 212.03 0.8 in/h
51 HUNTER PGV-151 GLOBE 1-1/2"AREA FOR DRIPLINE 7.84 40 49.51 207.78 0.8 in/h
52 HUNTER PGV-151 GLOBE 1-1/2"SHRUB SPRAY 24.38 30 44.96 205.25 1.34 in/h
53 HUNTER PGV-201 GLOBE 2"TURF SPRAY 19.80 40 44.52 206.07 1.18 in/h
54 HUNTER PGV-151 GLOBE 1-1/2"SHRUB SPRAY 19.27 30 40.67 200.56 1.23 in/h
55 HUNTER PGV-201 GLOBE 2"TURF SPRAY 26.12 40 45.99 208.6 1.01 in/h
56 HUNTER PGV-201 GLOBE 2"TURF SPRAY 16.11 40 46.2 206.41 0.91 in/h
57 HUNTER PGV-151 GLOBE 1-1/2"SHRUB SPRAY 27.38 30 45.28 208.53 0.72 in/h
58 HUNTER PGV-151 GLOBE 1-1/2"SHRUB SPRAY 22.09 30 36.82 198.47 1.01 in/h
59 HUNTER PGV-151 GLOBE 1-1/2"AREA FOR DRIPLINE 12.42 40 52.97 212.74 0.8 in/h
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI
HUNTER PROS-06-PRS40-CV SHORT RADIUS NOZZLES
TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE
8 40
HUNTER PROS-06-PRS40-CV 5` STRIP SPRAY
TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE
28 40
HUNTER PROS-06-PRS40-CV 5` RADIUS
TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE
12 40
HUNTER PROS-06-PRS40-CV 8` RADIUS
TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE
6 40
HUNTER PROS-06-PRS40-CV 9` SIDE STRIP SPRAY
TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE
29 40
HUNTER PROS-06-PRS40-CV 10` RADIUS
TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE
25 40
HUNTER PROS-06-PRS40-CV 12` RADIUS
TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE
20 40
HUNTER PROS-06-PRS40-CV 15` RADIUS
TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE
15 40
HUNTER PROS-06-PRS40-CV 17` RADIUS
TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE
4 40
HUNTER PROS-06-PRS40-CV ADJUSTABLE ARC
TURF SPRAY, 40PSI REGULATED 6" POP-UP, DRAIN CHECK VALVE
29 40
HUNTER PROS-00 SHORT RADIUS NOZZLES
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
42 30
HUNTER PROS-00 5` STRIP SPRAY
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
81 30
HUNTER PROS-00 5` RADIUS
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
2 30
HUNTER PROS-00 8` RADIUS
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
44 30
HUNTER PROS-00 9` SIDE STRIP SPRAY
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
16 30
HUNTER PROS-00 10` RADIUS
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
8 30
HUNTER PROS-00 12` RADIUS
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
5 30
HUNTER PROS-00 15` RADIUS
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
1 30
HUNTER PROS-00 17` RADIUS
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
5 30
HUNTER PROS-00 ADJ
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
42 30
HUNTER MP1000 PROS-04-PRS40-CV
TURF ROTATOR, 4" (10.16 CM) POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE ON PRS40 BODY.
M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE
360 ARC.
1 40
HUNTER MP2000 PROS-04-PRS40-CV
TURF ROTATOR, 4" (10.16 CM) POP-UP WITH FACTORY INSTALLED CHECK
VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE ON
PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED
360 ARC.
3 40
HUNTER MP3000 PROS-04-PRS40-CV
TURF ROTATOR, 4" (10.16 CM) POP-UP WITH FACTORY INSTALLED CHECK
VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE ON
PRS40 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY
360 ARC.
3 40
HUNTER MP2000 PROS-06-PRS40-CV
SHRUB ROTATOR, 6" (15.24 CM) POP-UP WITH FACTORY INSTALLED CHECK
VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE.
K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON
PRS40 BODY.
24 40
HUNTER MP3000 PROS-06-PRS40-CV
SHRUB ROTATOR, 6" (15.24 CM) POP-UP WITH FACTORY INSTALLED CHECK
VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE.
B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC ON
PRS40 BODY.
6 40
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
AREA TO RECEIVE DRIPLINE
HUNTER MLD-05-12-BL
0.5 GPH BLACK MINI LANDSCAPE DRIPLINE. EMITTERS AT 12" O.C. DRIPLINE
LATERALS SPACED AT 12" APART. SPECIFY WITH HUNTER QB 1/4" FITTINGS.
10,967 L.F.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
HUNTER PGV-151 GLOBE
1-1/2" PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR RESIDENTIAL/LIGHT
COMMERCIAL USE. FEMALE NPT INLET/OUTLET, WITH FLOW CONTROL. GLOBE
CONFIGURATION.
21
HUNTER PGV-201 GLOBE
2" PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR RESIDENTIAL/LIGHT
COMMERCIAL USE. FEMALE NPT INLET/OUTLET, WITH FLOW CONTROL. GLOBE
CONFIGURATION.
9
HUNTER HQ-44LRC
QUICK COUPLER VALVE, YELLOW RUBBER LOCKING COVER, RED BRASS AND
STAINLESS STEEL, WITH 1" NPT INLET, 2-PIECE BODY.
1
ZURN 950XL 1"
DOUBLE CHECK VALVE ASSEMBLY
1
POINT OF CONNECTION 3"1
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
PVC SCHEDULE 40 IRRIGATION PIPE. ONLY LATERAL TRANSITION PIPE SIZES 1"
AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN
SIZE.
9,851 L.F.
IRRIGATION MAINLINE: BLU-LOCK AND PVC CLASS 200
BLU-LOCK PIPE, AS MANUFACTURED BY HYDRO RAIN, 1/2" TO 1", THEN PVC
CLASS 200 FOR 1-1/4" AND LARGER.
1,317 L.F.
2H2Q 4H4Q 6Q 6H
ES CS SSRCSLCS
Q H F
FHTQ
EST SSTCST
9 9
Q T H F
Q T H TT TQ F
Q T H TT TQ F
HQ
M L O
K G R
B Y A
K G R
B Y A
BF2
#"
#
Valve Number
Valve Size
Valve Flow
Valve Callout
#
IRRIGATION SCHEDULE
M2
P.O.C. NUMBER: 01
Water Source Information:
FLOW AVAILABLE
Point of Connection Size:3"
Flow Available:253.02 gpm
PRESSURE AVAILABLE
Static Pressure at POC:65.00 PSI
Pressure Available:65.00 psi
DESIGN ANALYSIS
Maximum Station Flow:41.10 gpm
Flow Available at POC:253.02 gpm
Residual Flow Available:211.92 gpm
Critical Station:7
Design Pressure:40.00 psi
Friction Loss:4.69 psi
Fittings Loss:0.47 psi
Elevation Loss:0.00 psi
Loss through Valve:1.00 psi
Pressure Req. at Critical Station:46.16 psi
Loss for Fittings:0.00 psi
Loss for Main Line:8.32 psi
Loss for POC to Valve Elevation:0.00 psi
Loss for Backflow:5.72 psi
Critical Station Pressure at POC:60.20 psi
Pressure Available:65.00 psi
Residual Pressure Available:4.80 psi
P.O.C. NUMBER: 01
Water Source Information:
FLOW AVAILABLE
Point of Connection Size:3"
Flow Available:253.02 gpm
PRESSURE AVAILABLE
Static Pressure at POC:65.00 PSI
Pressure Available:65.00 psi
DESIGN ANALYSIS
Maximum Station Flow:31.14 gpm
Flow Available at POC:253.02 gpm
Residual Flow Available:221.88 gpm
Critical Station:47
Design Pressure:40.00 psi
Friction Loss:4.85 psi
Fittings Loss:0.48 psi
Elevation Loss:0.00 psi
Loss through Valve:1.04 psi
Pressure Req. at Critical Station:46.36 psi
Loss for Fittings:0.00 psi
Loss for Main Line:10.59 psi
Loss for POC to Valve Elevation:0.00 psi
Loss for Backflow:6.04 psi
Critical Station Pressure at POC:62.99 psi
Pressure Available:65.00 psi
Residual Pressure Available:2.01 psi
5/12/2022 11:05 AMJ:\2020\20266\LANDSCAPE\FINAL\SHEETS\20266 L3.04 - L3.05.DWGDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48IRRIGATON SCHEDULE & NOTESL3.04
METER 1: IRRIGATION SCHEDULE METER 1: VALVE SCHEDULE
METER 2: VALVE SCHEDULE
METER 2: IRRIGATION SCHEDULE
METER 1: CRITICAL ANALYSIS METER 2: CRITICAL ANALYSIS
PERMIT NO. 22-102344-UP
5/12/2022 11:05 AMJ:\2020\20266\LANDSCAPE\FINAL\SHEETS\20266 L3.04 - L3.05.DWGDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48IRRIGATON SCHEDULE & NOTESL3.05
IRRIGATION NOTES
PART 1.GENERAL
1.1 SCOPE OF WORK
A.FURNISH AND INSTALL A COMPLETE PERMANENT UNDERGROUND IRRIGATION SYSTEM TO PROVIDE ADEQUATE IRRIGATION OF ALL AREAS SHOWN ON THE IRRIGATION PLAN.
1.2 WORK INCLUDED
A.FURNISH ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT AS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF ALL IRRIGATION WORK. RECORD DRAWINGS SHALL BE COMPILED BY IRRIGATION
CONTRACTOR.
B.IRRIGATION SYSTEM LAYOUT IS DIAGRAMMATIC. EXACT LOCATIONS OF PIPING, DRIPLINE, SPRINKLER HEADS, VALVES, AND OTHER COMPONENTS SHALL BE ESTABLISHED BY CONTRACTOR IN THE FIELD AT TIME OF
INSTALLATION. MINOR ADJUSTMENTS IN SYSTEM LAYOUT WILL BE PERMITTED TO CLEAR EXISTING FIXED OBSTRUCTIONS
C.ANY IRRIGATION RE-DESIGN WORK OR SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. DRAWINGS MUST BE NEATLY DRAFTED (ON MYLAR OR IN
AN ELECTRONIC FORMAT (AUTOCAD 2000 OR LATER)) AND INCLUDE ALL NECESSARY INFORMATION FOR A COMPLETE DESIGN REVIEW.
1.3 RELATED WORK
A.ROUGH GRADING: SITE TO BE CLEARED, GRUBBED AND SUB-GRADES SET BY GENERAL CONTRACTOR PRIOR TO INSTALLATION OF IRRIGATION SYSTEM.
B.GENERAL CONTRACTOR TO SUPPLY AND INSTALL WATER SERVICE CONNECTION AND WATER METER, WITH THREADED STUB-OUT AT DISCHARGE SIDE OF WATER METER TO CORRESPOND TO IRRIGATION SYSTEM
MAINLINE PIPE SIZE.
C.GENERAL CONTRACTOR TO SUPPLY 110 VOLT POWER TO CONTROLLER; AND TO PROVIDE ANY SLEEVING REQUIRED TO PENETRATE STRUCTURES OR WALLS.
D.GENERAL CONTRACTOR TO SUPPLY ALL SLEEVES FOR IRRIGATION SYSTEMS AT TWO (2) TIMES DIAMETER OF LINE SIZE MINIMUM.
E.ANY CHANGES AND/ OR ADJUSTMENTS TO LOCATIONS OF SLEEVES, ONCE INSTALLED, SHALL BE DONE AT THE EXPENSE OF THE GENERAL CONTRACTOR.
1.4 RESPONSIBILITY
A.THE IRRIGATION CONTRACTOR WILL BE REQUIRED PER STATE LAW TO CALL THE UNDERGROUND UTILITIES LOCATOR SERVICE AT (1-800-424-5555) BEFORE WORK COMMENCES. THE IRRIGATION CONTRACTOR
SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES. THE IRRIGATION CONTRACTOR WILL ALSO COMPLY WITH THE FOLLOWING CODES AND STANDARDS:
1. THE LOCAL JURISDICTIONAL ORDINANCES AND BUILDING CODES;
2. NATIONAL ELECTRICAL CODE;
3. AMERICAN SOCIETY FOR TESTING AND MATERIALS, (ASTM);
4. NATIONAL SANITATION FOUNDATION, (NSF);
5. EXCAVATING, BACKFILLING, AND COMPACTING OPERATIONS;
6. PROTECT EXISTING TREES, PLANTS, LAWNS, AND OTHER FEATURES DESIGNATED TO REMAIN AS PART OF THE FINAL LANDSCAPE WORK.
7. OBTAIN OWNER'S REPRESENTATIVE'S ACCEPTANCE OF INSTALLED AND TESTED IRRIGATION SYSTEM PRIOR TO INSTALLING BACKFILL MATERIALS. NOTIFICATION MUST PRECEDE REQUESTED
INSPECTION BY 24 HOURS.
B.THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES TO THE GROUNDS, WALKS, CURBS, ROADS, BUILDINGS, EXISTING VEGETATION, PIPING SYSTEMS, ELECTRICAL SYSTEMS AND THEIR EQUIPMENT
AND CONTENTS CAUSED BY LEAKS IN THE IRRIGATION SYSTEM BEING INSTALLED OR HAVING BEEN INSTALLED BY THEM. THE IRRIGATION CONTRACTOR SHALL REPAIR ALL DAMAGES AT THEIR EXPENSE AND IN A
MANNER WHICH IS SATISFACTORY TO THE GENERAL CONTRACTOR AND THE OWNER.
1.5 QUALIFICATION OF INSTALLER
A.CONTRACTOR MUST BE A LICENSED AND/OR BONDED IRRIGATION CONTRACTOR. THE IRRIGATION SYSTEM MUST BE INSTALLED BY AN EXPERIENCED IRRIGATION INSTALLER.
1.6 VERIFICATION
A.BEFORE PROCEEDING WITH ANY WORK, THE IRRIGATION CONTRACTOR SHALL INSPECT THE SITE, CAREFULLY CHECK ALL GRADES AND VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE WORK TO SATISFY
HIMSELF THAT HE MAY PROCEED SAFELY AND ACCEPT THE SITE AS READY FOR HIS WORK TO BEGIN.
1.7 PIPE SLEEVES
A.PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR WHERE IRRIGATION LINES CROSS WALKS, SIDEWALKS, DRIVEWAYS AND/OR PARKING LOTS. THE IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION
AND INSTALLATION OF PIPE SLEEVING WITH THE GENERAL CONTRACTOR.
1.8 SYSTEM FAMILIARIZATION
A.UPON ACCEPTANCE OF SYSTEM BY OWNER, THE IRRIGATION CONTRACTOR SHALL PROVIDE NECESSARY KEYS AND/OR OTHER TOOLS NECESSARY TO OPERATE, DRAIN AND ACTIVATE SYSTEM, AND SHALL SPEND
SUFFICIENT TIME WITH OWNER TO INSURE THAT SYSTEM OPERATION, MAINTENANCE, AND WINTERIZING CAN CONTINUE ON AFTER THE DEPARTURE OF CONTRACTORS. THE IRRIGATION CONTRACTOR SHALL LABEL
CIRCUITS CLEARLY ON CONTROLLER.
1.9 “AS BUILT” RECORD DRAWINGS
A.A NEAT AND LEGIBLE REPRODUCIBLE DRAWING (ON MYLAR OR IN AN ELECTRONIC FORMAT (AUTOCAD 2000 OR LATER)), SHOWING THE ACTUAL INSTALLED LOCATIONS OF ALL IRRIGATION EQUIPMENT SHALL BE
PROVIDED WITHIN THEIR (30) DAYS OF FINAL ACCEPTANCE.
1.10 SUBMITTALS
A.PRODUCT DATA: MANUFACTURER'S TECHNICAL DATA AND INSTALLATION INSTRUCTIONS.
1.11 WARRANTY AND REPLACEMENT
A.MATERIALS AND WORKMANSHIP SHALL BE FULLY GUARANTEED FOR ONE (1) YEAR FOLLOWING OWNER'S FINAL ACCEPTANCE OF PROJECT AT 100% COMPLETION. THIS WARRANTY EXCLUDES WORK DONE ON SYSTEM
BY OTHERS AFTER FINAL ACCEPTANCE. VANDALISM OR ANY DAMAGE DONE BY OTHERS OR DUE TO ACTS OF GOD ARE NOT COVERED. MANUFACTURER'S WARRANTY SHALL EXTEND BEYOND 1 YEAR IF APPLICABLE.
B.REPAIRS, ADJUSTMENTS AND REPLACEMENT OF DEFECTIVE IRRIGATION SYSTEM MATERIALS, INCLUDING MATERIALS THAT HAVE BEEN INSTALLED ON THE WORK DURING THE WARRANTY PERIOD SHALL BE AT
CONTRACTOR'S EXPENSE.
PART 2.MATERIALS
2.1 MATERIAL
A.ALL MATERIALS TO BE INCORPORATED IN THIS SYSTEM SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED, AND MEETING THE REQUIREMENTS OF THE SYSTEM.
1.NO SUBSTITUTIONS OF SMALLER PIPE SIZES WILL BE PERMITTED BUT SUBSTITUTIONS OF LARGER SIZES OF SAME TYPE AT NO EXTRA COST WITH APPROVAL ARE ACCEPTABLE.
2.NO SUBSTITUTIONS WILL BE PERMITTED WHICH HAVE NOT BEEN SUBMITTED FOR PRIOR WRITTEN APPROVAL.
2.2 GALVANIZED PIPE
A.SHALL BE SCHEDULE 40, DOMESTIC MANUFACTURE, AND SHALL CONFORM TO ASTM DESIGNATION A 120-65. FITTINGS SHALL BE MALLEABLE GALVANIZED.
2.3 PLASTIC PIPE
A.SHALL BE SCHEDULE 40 PVC AND CLASS 200 PVC., MINIMUM PIPE SIZE TO BE 3
4".
B.PIPE SHALL BE MARKED WITH MANUFACTURER'S NAME, CLASS OF PIPE, NSF SEAL AND DATE AND SHIFT OF MANUFACTURING RUN. PIPE SHALL BEAR NO EVIDENCE OF INTERIOR OR EXTERIOR EXTRUSION MARKS.
C.PIPE WALLS SHALL BE UNIFORM, SMOOTH AND GLOSSY. PIPE MAY BE PRE-BELLED OR WITH INDIVIDUAL SOLVENT-WELD COUPLINGS.
D.FITTINGS SHALL BE SCHEDULE 40 WEIGHT, FULL SIZE. FITTINGS, CEMENT, AND THINNER SHALL BE A BRAND(S) RECOMMENDED BY MANUFACTURER OF PIPE.
E.PVC SOLVENT WELD PIPE: PVC 1120 AND 1220 MATERIAL, 200 PSI MINIMUM PRESSURE RATING WITH SDR 21 WALLS WHICH CONFORM TO ASTM D 2241.
2.4 DRIPLINE SYSTEM
A. DRIPLINE AND INTEGRAL DRIPLINE COMPONENTS: THE DRIPLINE SHALL BE PRESSURE COMPENSATING DRIPLINE. DRIPPER FLOW RATE AND SPACING SHALL BE AS INDICATED ON SCHEDULE.
1.DRIPLINE FITTINGS: ALL DRIPLINE CONNECTIONS SHALL BE MADE WITH APPROVED INSERT FITTINGS; MANUFACTURER EQUAL TO THAT OF DRIPLINE.
2.SOIL STAPLES: ALL ON-SURFACE/UNDER MULCH DRIPLINE INSTALLATIONS SHALL BE HELD IN PLACE WITH SOIL STAPLES SPACED EVENLY EVERY 5' ON CENTER, AND AT EACH FITTING
3.LINE FLUSHING VALVES: ALL DRIPLINE SYSTEMS SHALL BE INSTALLED WITH MANUAL OR AUTOMATIC LINE FLUSHING VALVES, AS SPECIFIED ON DRAWINGS.
4.AIR/VACUUM RELIEF VALVES: DRIPLINE SYSTEMS SHALL BE INSTALLED WITH AIR/VACUUM RELIEF VALVES ONLY WHERE INDICATED ON DRAWINGS.
5.DISC FILTER: A DISC FILTER SHALL BE INSTALLED AT EACH ZONE VALVE OR ON THE MAIN LINE TO ENSURE PROPER FILTRATION . THE FILTER SHALL BE AS SPECIFIED ON PLAN SET OR APPROVED
SUBSTITUTE.
2.5 HEAD SYSTEM
A.MANUFACTURER'S STANDARD UNIT DESIGNED TO PROVIDE UNIFORM COVERAGE OVER ENTIRE AREA OF SPRAY INDICATED AT AVAILABLE WATER PRESSURE, AS FOLLOWS:
1. POP-UP SPRAY: FIXED PATTERN, WITH SCREW-TYPE FLOW ADJUSTMENT AND STAINLESS STEEL RETRACTION SPRING. SEE SCHEDULE ON PLAN FOR SPECIFIC MODEL TYPE.
2. POP-UP ROTARY SPRAY: GEAR DRIVEN, FULL CIRCLE AND ADJUSTABLE PART CIRCLE TYPE. SEE SCHEDULE ON PLAN FOR SPECIFIC MODEL TYPE.
2.6 REMOTE CONTROL VALVES
A.MANUFACTURER'S STANDARD OF TYPE AND SIZE INDICATED. SEE SCHEDULE ON PLAN.
2.7 AUTOMATIC CONTROLLER
A.GENERAL: FURNISH LOW VOLTAGE SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL OF AUTOMATIC CIRCUIT VALVES OF UNDERGROUND IRRIGATION SYSTEMS. PROVIDE UNIT OF CAPACITY TO SUIT NUMBER OF
CIRCUITS. SEE SCHEDULE ON PLAN.
B.CONTROL ENCLOSURE - EXTERNAL APPLICATIONS: MANUFACTURER'S STANDARD WEATHERPROOF ENCLOSURE WITH LOCKING COVER ON PEDESTAL. SEE SCHEDULE ON PLAN.
C.CONTROLLER WIRING ABOVE GROUND SHALL BE INSTALLED IN A CONDUIT.
2.8 CONTROL WIRE
A.#14-1 UF DIRECT BURIAL WIRE. WHITE SHALL BE COMMON, RED THE VALVE IMPULSE, WITH A THIRD COLOR AS A SPARE WIRE TO RUN FROM CONTROLLER TO THE END VALVE ON EACH LEG OF THE MAINLINE.
IDENTIFY EACH SPARE AT THE CONTROLLER. IDENTIFY WIRE COLOR ON THE AS-BUILTS.
B.WIRE MUST BE INSULATED SINGLE STRAND COPPER DESIGNED FOR TWO (2) TO FIFTY (50) VOLTS AND UL APPROVED AS TYPE U.F.
C.MULTI-STRAND CABLE MAY BE USED WITH PRIOR APPROVAL OF OWNER'S REPRESENTATIVE.
2.9 BACKFLOW PREVENTION DEVICES
A.DOUBLE CHECK VALVE ASSEMBLY SHALL BE INSTALLED ON THE DISCHARGE SIDE OF THE WATER METER. DOUBLE CHECK VALVES SHALL BE OF HEAVY DUTY CONSTRUCTION WITH ALL BRONZE BODIES, CHECK
VALVES AND TEST COCKS. DOUBLE CHECK VALVES SHALL BE DESIGNED TO OPERATE UNDER CONTINUOUS PRESSURE PERMITTING THE FREE FLOW OF WATER AT ALL TIMES. SEE DETAILS.
B.DOUBLE CHECK VALVES SHALL BE FURNISHED WITH APPROVED CHECK VALVES, INLET AND DISCHARGE SHUT-OFF VALVES AND FIELD TESTING COCKS. UNLESS OTHERWISE SPECIFIED, DOUBLE CHECK VALVES
SHALL HAVE A SERVICE RATING OF 300 PSI FOR NON-SHOCK COLD WATER.
D.DOUBLE CHECK VALVE ASSEMBLY PER IRRIGATION SCHEDULE OR EQUAL AS APPROVED BY THE STATE DEPT. OF HEALTH.
2.10 PRESSURE REGULATING VALVE
A.SHALL BE PER IRRIGATION SCHEDULE OR APPROVED EQUAL.
B.USE PRESSURE REGULATING VALVES AS REQUIRED TO CONTROL IRRIGATION SYSTEM WATER PRESSURE.
2.12 QUICK COUPLING VALVES
A.QUICK COUPLING VALVES SHALL BE AS SPECIFIED ON PLAN SET, OR APPROVED SUBSTITUTE. PROVIDE LUG KEYS WITH HOSE SWIVEL ELLS AS QUICK COUPLING VALVES
2.13 VALVE BOXES
A.ALL VALVES TO BE ENCLOSED IN A VALVE BOX. REMOTE CONTROL VALVES TO BE INSTALLED IN AN ARMOR ACCESS AS SPECIFIED ON DETAILS, OR EQUAL.
2.14 MAINLINE PVC PIPE SHALL BE SCHEDULE 40, BURIED AT A MINIMUM 18" DEPTH TO TOP OF PIPE. LATERAL PVC PIPE SHALL BE SCHEDULE 40 AND BE BURIED AT A MINIMUM 12" DEPTH TO TOP OF PIPE. UNLESS STATED,
MINIMUM PIPE SIZE IS 3/4".
2.15 SLEEVING SHALL BE FOUR/SIX INCH DIAMETER (4"/6") SCH. 40 PVC. EXTEND SLEEVE 6" PAST THE EDGE OF CONCRETE FLATWORK/WALLS.
PART 3 EXECUTION
3.1 VPRE-CONSTRUCTION
A.PRIOR TO STARTING WORK, CONTRACTOR SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE WITH OWNER'S PROJECT MANAGER/SUPERINTENDENT, OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT TO
DISCUSS PROJECT REQUIREMENTS, CHANGED SITE CONDITIONS, PHASING AND OTHER ISSUES.
3.2 VERIFICATION
A.BEFORE PROCEEDING WITH ANY WORK, THE IRRIGATION CONTRACTOR SHALL INSPECT THE SITE, CAREFULLY CHECK ALL GRADES AND VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE WORK TO SATISFY
HIMSELF THAT HE MAY PROCEED SAFELY AND ACCEPT THE SITE AS READY FOR HIS WORK TO BEGIN.
B.REPORT ANY DEVIATIONS BETWEEN THE CONTRACTOR-PREPARED IRRIGATION DRAWINGS AND THE SITE. FAILURE TO DO SO PRIOR TO THE INSTALLING OF EQUIPMENT, AND RESULTING IN REPLACING, AND/OR
RELOCATING, OR ADDITIONAL EQUIPMENT, SHALL BE DONE AT CONTRACTOR'S EXPENSE.
C.AVAILABLE PRESSURE VERIFICATION: PRIOR TO THE START OF ANY WORK, VERIFY THE STATIC PRESSURE AT POINT OF CONNECTION. NOTIFY OWNER IN WRITING OF PRESSURE AVAILABLE FOR APPROVAL TO
PROCEED.
D.CONFLICT WITH UTILITIES AND PLANT MATERIALS: LOCATE IRRIGATION LINES TO AVOID EXISTING AND PROPOSED UTILITY LINES, AND PROPOSED PLANT MATERIAL LOCATIONS AND ANY EXISTING TREES. MINOR FIELD
ADJUSTMENTS TO SHRUBS MAY BE MADE WITH APPROVAL, TO AVOID EQUIPMENT.
3.3 PREPARATION
A.LAY OUT AND STAKE THE LOCATION OF EACH PIPE RUN AND ALL SPRINKLER HEADS AND SPRINKLER VALVES.
3.4 INSTALLATION
A.TRENCHING: TRENCHES SHALL BE STRAIGHT AND WITHOUT ABRUPT GRADE CHANGES. TRENCH BOTTOMS SHALL BE FLAT AND CLEAN OF ANY LARGE OR SHARP ROCK. THE TRENCH DEPTH SHALL BE DEEP ENOUGH
TO ALLOW 18 INCHES OF COVER OVER MAIN LINE AND 12 INCHES OF COVER OVER LATERALS OR AS PER APPLICABLE MUNICIPAL CODES AND 4" - 8" INCHES COVER OVER DRIPLINE. PIPE SLEEVES SHALL BE AT A
MINIMUM DEPTH OF 18 INCHES AND A MAXIMUM DEPTH OF 24 INCHES. MAINTAIN A MINIMUM CLEARANCE OF THREE (3) INCHES BETWEEN IRRIGATION LINES IF IN A COMMON TRENCH.
B.DRIPLINE:
1.INSTALL ALL DRIPLINE AS INDICATED ON DRAWINGS. USE ONLY TEFLON TAPE ON ALL THREADED CONNECTIONS.
2.SUPPLY AND EXHAUST HEADERS SHOULD BE INDENTED 2"-4" FROM EDGE OF PLANTER BED, SIDEWALK OR STRUCTURE.
3.ALL DRIPLINE HEADERS TO BE 3/4" DIA. UNLESS OTHERWISE CALLED OUT ON PLANS.
4.SPACE DRIPLINE AT INTERVALS AS INDICATED ON SCHEDULE.
5.CLAMP DRIPLINE FITTINGS WITH OETIKER CLAMPS, OR APPROVED SUBSTITUTE, WHEN OPERATING PRESSURE EXCEEDS SPECIFIC DRIPLINE FITTING REQUIREMENTS.
6.WHEN INSTALLING DRIPLINE, INSTALL SOIL STAPLES AS LISTED BELOW:
6.A.ONE STAPLE EVERY THREE (3') FEET AND AT EACH FITTING (TEE, ELBOW, OR CROSS).
7.CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE ENTRANCE OF MATERIALS THAT WOULD OBSTRUCT THE PIPE. LEAVE IN PLACE UNTIL REMOVAL IS NECESSARY FOR
COMPLETION OF INSTALLATION.
8.THOROUGHLY FLUSH ALL WATER LINES BEFORE INSTALLING VALVES AND OTHER COMPONENTS.
9.TEST IN ACCORDANCE WITH STANDARD PRACTICES.
10.FLUSH VALVES TO BE INSTALLED AT LOWEST ELEVATION OF DRIPLINE IRRIGATION AREA.
C.SPRINKLER HEADS:
1.INSTALL PER DETAIL AND MANUFACTURER'S RECOMMENDATION.
2.AFTER COMPLETION OF GRADING, SEEDING OR SODDING, AND ROLLING OF GRASS AREAS, ADJUST HEADS TO BE FLUSH WITH FINISHED GRADES.
D.DOUBLE CHECK VALVE ASSEMBLY:
1.BACKFLOW PREVENTION DEVICES SHALL HAVE SUFFICIENT CLEARANCE FROM OTHER MATERIALS FOR PROPER MAINTENANCE. MINOR ADJUSTMENTS OF LOCATION
MAY BE REQUIRED FOR TECHNICAL PURPOSES OR TO SATISFY LOCAL GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT
2.INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS, AND TO LOCAL MUNICIPAL CODE
3.INSTALL PER DETAIL.
E.REMOTE CONTROL VALVES:
1.BEFORE INSTALLATION, SUPPLY LINE SHALL BE THOROUGHLY FLUSHED.
2.ENCLOSE VALVE IN VALVE BOX.
3.INSTALL PER DETAIL
F.QUICK COUPLING VALVES:
1.ENCLOSE IN VALVE BOX.
2.PROVIDE ONE CUBIC FOOT OF 3/4” MINUS WASHED GRAVEL SUMP UNDER EACH VALVE.
3.INSTALL PER DETAIL OF PLAN SET AND AT LOCATIONS INDICATED ON PLAN.
G.CONTROL WIRE:
1.CONTROL WIRE SHALL BE TAPED TOGETHER AT 10-FOOT INTERVALS.
2.WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINKS WHENEVER POSSIBLE.
3.PROVIDE A 24 INCH LOOP OF CONTROL WIRE IN EACH VALVE BOX.
4.ALL SPLICES MUST BE MADE WATERTIGHT DRI-SPLICE DS-400, OR APPROVED SUBSTITUTE, AND CONTAINED IN VALVE BOXES.
5.SPLICES WILL BE PERMITTED ONLY AT THE VALVES AND NEVER BETWEEN VALVES OR VALVE AND CONTROLLER. THERE MUST BE A SEPARATE LEAD OR “HOT” WIRE
TO EACH AUTOMATIC VALVE. ONE (1) COMMON WIRE WILL BE ACCEPTABLE. ONE (1) SPARE WIRE MUST BE RUN TO THE FARTHEST VALVE FROM THE CONTROLLER AS
AN EXTRA WIRE.
H.AUTOMATIC CONTROLLERS:
1.ELECTRICAL WIRING SHALL BE INSTALLED ACCORDING TO LOCAL CODE. THE COST OF ALL ELECTRICAL WORK NECESSARY TO MAKE THE AUTOMATIC EQUIPMENT
OPERATE PROPERLY SHALL BE INCLUDED IN THIS CONTRACT.
2.LOCATION AND TYPE OF CONTROLLER SHALL BE PER PLANS.
3.MOUNT THE PANEL ENCLOSURE SO ADJUSTMENTS CAN BE CONVENIENTLY MADE BY THE OPERATOR.
4.PROVIDE A CONTROLLER CHART SHOWING THE AREA CONTROLLER BY THE AUTOMATIC CONTROLLER. CHART SIZE SHALL BE MAXIMUM SIZE TO FIT IN THE
CONTROLLER DOOR. CHART SHALL BE A REDUCTION OF THE “AS-BUILT” DRAWINGS.
5.SUPPLY OWNER WITH TWO CONTROLLER KEYS.
I.PIPE FITTINGS:
1.THE CONTRACTOR SHALL EXERCISE CARE IN HANDLING, LOADING, UNLOADING AND STORING TO AVOID DAMAGE. DELIVER PLASTIC PIPING IN BUNDLES, PACKAGED
TO PROVIDE ADEQUATE PROTECTION OF PIPE ENDS, EITHER THREADED OR PLAIN.THE PIPE SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO
ALLOW THE LENGTH OF PIPE TO LAY FLAT, SO AS NOT TO BE SUBJECT TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. FITTINGS SHALL BE
STORED UNDER COVER.
2.PVC CEMENT SHALL BE IPS WELD-ON. SOLVENT WELDING JOINTS SHALL BE GIVEN AT LEAST 15 MINUTES SET-UP TIME BEFORE MOVING OR HANDLING. PIPE SHALL
BE CENTER LOADED TO PREVENT SLIPPING. NO WATER SHALL BE PERMITTED IN PIPE UNTIL A PERIOD RECOMMENDED BY MANUFACTURER.
3.BACK FILLING SHALL BE DONE WHEN PIPE IS NOT IN AN EXPANDED CONDITIONS DUE TO HEAT OR PRESSURE.
4.BEFORE PRESSURE TESTING, SOLUBLE WELD JOINTS SHALL BE GIVEN CURING TIME AS RECOMMENDED BY MANUFACTURER.
5.NO PVC PIPE MAY BE THREADED OR CONNECTED TO A THREADED FITTING WITHOUT AN ADAPTER.
6.GREAT CARE MUST BE TAKEN TO INSURE THAT THE INSIDE OF THE PIPE IS ABSOLUTELY CLEAN. ANY PIPE ENDS NOT BEING WORKED ON SHOULD BE PROTECTED
AND NOT LEFT OPEN.
J.PIPE SLEEVES:
1.WHEREVER IRRIGATION LINES OR WIRE CROSS BENEATH PAVED SURFACES, PIPING AND WIRE SHALL BE INSTALLED IN SLEEVES. SIZE TO BE TWO TIMES PIPE
DIAMETER, MINIMUM TWO INCH SLEEVE SHALL BE PROVIDED FOR WIRE. SET SLEEVES AT 24" BELOW GRADE. COORDINATE INSTALLATION WITH GENERAL
CONTRACTOR.
K.MANUAL DRAINS:
1.INSTALL PER MANUFACTURER'S RECOMMENDATIONS AS SHOWN ON IRRIGATION PLAN.
2.INSTALL BY TEEING DOWN TO 3/4-INCH DRAIN VALVE. PROVIDE A DRAINAGE SUMP SIZED TO RECEIVE VOLUME OF DRAIN WATER.
3.MAKE MANUAL DRAIN VALVES ACCESSIBLE BY INSTALLING AN ADJUSTABLE PIPE SLEEVE TO MEET FINISHED GRADE WITH LOCKING VALVE MARKER LID FLUSH WITH
FINISH GRADE.
L.PRESSURE REGULATOR:
1.SET MAX. OPERATING PRESSURE AT 35 PSI.
M. PIPE INSULATION PER PLAN:
1. APPLY POLYETHYLENE PIPE WRAP INSULATION TO ALL EXPOSED PIPE.
3.5 SYSTEM FLUSHING
A.ENTIRE SYSTEM SHALL BE FLUSHED PRIOR TO INSTALLATION OF DRIPLINE AND SPRINKLER HEADS.
3.6 PERFORMANCE TESTS/SUBSTANTIAL COMPLETION
A.UPON COMPLETION OF SYSTEM INSTALLATION, CONTRACTOR SHALL OPERATE SYSTEM BY MEANS OF THE AUTOMATIC CONTROLLER IN PRESENCE OF OWNER'S
REPRESENTATIVE.
B.AUTOMATIC SYSTEM SHALL BE CYCLED ELECTRICALLY AND AUTOMATICALLY TO THE SATISFACTION OF OWNER'S REPRESENTATIVE.
3.7 DISPOSAL OF WASTE MATERIAL
A.STOCKPILE, HAUL FROM SITE, AND LEGALLY DISPOSE OF WASTE MATERIALS, INCLUDING UNSUITABLE EXCAVATED MATERIALS, ROCK, TRASH, AND DEBRIS. DEBRIS MUST BE
REMOVED AT THE END OF WORK TIME EACH DAY.
B. MAINTAIN PAVEMENT AND CURB CLEAR, CLEAN, AND FREE OF DEBRIS AND SOIL. PAVEMENT AND CURB SHALL REMAIN CLEAR, CLEAN AND FREE OF DEBRIS.
3.8 SURFACE RESTORATION
A.PROTECT EXISTING LANDSCAPING; REMOVE AND REPLANT AS NECESSARY TO COMPLETE INSTALLATION. REPLACE DAMAGED LAWN AREAS AND PLANTS WITH NEW PLANTS
TO MATCH EXISTING.
3.9 CLEAN-UP
A.CLEAN ALL WORK AREAS ADJOINING AREA, SUCH AS PAVING, CURBS, CATCH BASINS, MANHOLES AND LAWN, OR DEBRIS CAUSED BY THE WORK ON THIS PROJECT, OR ANY
PART OF PROJECT, ON COMPLETION OF OPERATIONS AND PRIOR TO WATERING. ALL HARD SURFACED AREAS SHALL BE WASHED CLEAN.
3.10 FINAL COMPLETION
A.UPON COMPLETION AND APPROVAL OF ALL TESTS.
B.PROVIDE OWNER WITH A LETTER FOR HIS SIGNATURE OUTLINING COMPLETION OF JOB AND OWNER'S FINAL ACCEPTANCE WITH START AND STOP DATES OF WARRANTY
PERIOD.
3.11 WARRANTY
A.SHOULD ANY TROUBLE DEVELOP WITHIN ONE (1) YEAR WHICH, IS DUE TO INFERIOR OR FAULTY MATERIAL AND/OR WORKMANSHIP, THE TROUBLE SHALL BE CORRECTED,
WITHOUT DELAY, TO THE SATISFACTION OF THE AUTHORIZED OWNER'S REPRESENTATIVE AND AT THE CONTRACTOR'S EXPENSE.
B.SYSTEM PROTECTION: AS PART OF WARRANTY UNDER THIS CONTRACT, CONTRACTOR SHALL BE RESPONSIBLE FOR DEACTIVATING AND DRAINING OF SYSTEM PRIOR TO
ONSET OF FREEZING SEASON AS PER LOCAL SEASON REQUIRES, AND FOR REACTIVATING THE SYSTEM AT ONSET OF SPRING GROWING SEASON; EACH EVENT THE SYSTEM IS
COMPLETED IN A SEASON WHEN SYSTEM WILL NOT BE IN USE, CONTRACTOR WILL WINTERIZE THE SYSTEM AS PER LOCAL SEASON REQUIRES, UPON COMPLETION OF
TESTING AND APPROVAL BY OWNER AND REACTIVATE THE SYSTEM IN SPRING.
END OF SECTION
IRRIGATION NOTES
PERMIT NO. 22-102344-UP
APPROVED VALVE BOX WITH BOLT DOWN
MC
M
Q
NOTES:
1. DO NOT ALLOW VAULT TO REST ON PIPE USE EXTENSIONS AS NECESSARY.
2. VALVE TO BE SET PLUMB & CENTERED IN VALVE BOX.
3. CONTRACTOR TO PROVIDE (1) EACH QCV KEY AND SWIVEL HOSE ELL PER PROJECT.
4. PROVIDE 6" DEPTH DRAIN ROCK.
REMOTE CONTROL VALVE
SPRINKLER HEAD
IRRIGATION WATER METER (1")
MASTER CONTROL VALVE
VALVE BOX
GALVANIZED PIPE TO POINT OF CONNECTION
BRASS QUICK COUPLER VALVE (RAINBIRD 44LRC)
VALVE BOX (CARSON JUMBO BOX)
APPROVED DOUBLE CHECK VALVE (SEE DETAIL HEREON)
PVC IRRIGATION MAIN (SCHEDULE 40)
FLOW SENSOR
FROM SOURCE
WILKENS Y5 100 STRAINER 1 1/2"
PVC PIPE (SCHEDULE 80)
SHUT OFF VALVE
PRESSURE REDUCING VALVE
DRAIN VALVE
DETAIL - POINT OF CONNECTION PLAN WITH PRV DETAIL - POINT OF CONNECTION
MAIN LINE
TO SYSTEM.
WATER SERVICE FROM
IRRIGATION METER
12"
MIN.
6" MIN.
4" MIN.
6" MAX.
NOTES:
1.ENCLOSURE 2" & SMALLER D.C.V.A. IN TWO METER BOXES STACKED ON TOP OF EACH OTHER OR OVERSIZE BOX
MUST HAVE REMOVABLE COVER, BOXES TO BE LOCATED IN SIDEWALK AND AREAS WITH VEHICULAR TRAFFIC
SHALL BE METAL EQUAL TO OLYMPIC FOUNDRY SM30 BOXES, IN OTHER NON TRAFFIC AREAS TO BE CARSON
INDUSTRIES 1730-18 BCFXL METER BOX WITH 1730 COVER.
2.PER PLUMBING CODE REQUIREMENT, IRRIGATION SYSTEMS MUST HAVE SHUT OFF INSTALLED AS SHOW, FEMALE
FITTINGS ARE PROHIBITED IN CONJUNCTION WITH METALLIC MALE FITTINGS.
3.ALL INSTALLATIONS MUST MEET MINIMUM STANDARDS OF THE UNIFORM PLUMBING CODE AND WSDOH
APPROVED INSTALLATION LIST.
4.TESTING IS REQUIRED BY A WASHINGTON STATE DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY
TESTER UPON INSTALLATION AND ANNUALLY THEREAFTER; ASSEMBLY TO BE MAINTAINED BY OWNER.
5.USE PIPE DOPE ON ALL GALV. FITTINGS
PLASTIC VALVE BOX CARSON 0910
OR EQUAL
GATE VALVE
PRESSURE REDUCING VALVE
FEBCO PRV-1 INSTALL SIDEWAYS
GALVANIZED UNION
APPROVED DOUBLE CHECK VALVE
(SEE IRRIGATION SCHEDULE)
AMETEK BOX OR 2" DIAMETER
P.V.C.WITH LOCKING CAP.
GALVANIZED UNION
QUICK COUPLING VALVE
(SEE IRRIGATION SCHEDULE)
1" WASHED GRAVEL UNDER
ENTIRE ASSEMBLY 6" DEPTH, BLOCK UNIT
AS REQUIRED.
TEST COCKS TO FACE SIDEWAYS ALLOW
6" MIN. CLEARANCE BETWEEN THEM AND
THE SIDE OF BOX.
GALVANIZED UNION GALVANIZED UNION
DETAIL - QUICK COUPLER VALVE
DETAIL - TRENCHING
FINISH GRADE
24"
12"
CONCRETE SIDEWALK
ROOT BARRIER12"
MAINLINE AND LATERAL TRENCHING
24"
1. SLEEVES REQUIRED UNDER ALL PAVED AREAS.
2. DUCT TAPE ENDS OF SLEEVE PIPE
3. SURVEYOR TO LOCATE ALL HARD SURFACES PRIOR
SLEEVE TRENCHING
24"
BARE COPPER TRACE WIRE 12" GAUGE TAPED
ON MAINLINE 15" O.C.
1. IN SIDEWALK PLANTING STRIPS PLACE MAINLINE
AT 24" DEPTH AND 12" IN FROM SIDEWALK.
2. IN SIDEWALK PLANTING STRIPS PLACE
LATERALS AT 12" DEPTH AND 18" IN FROM
SIDEWALK.
COMPACTED
CLEAN BACKFILL
PVC LATERAL PIPE
PVC MAINLINE
FIELD CONTROL WIRES
TAPED TOGETHER AT
10" 0.C. LOCATE 6"
FROM SIDE OF MAINLINE
COMPACTED CLEAN
BACK-FILL OR BEDDING
SAND, 6" DEPTH BELOW
PIPE
ASPHALT, CONCRETE OR MASONRY PAVED SURFACE BY OTHERS
COMPACTED BACKFILL FROM NATIVE SOIL
5/8 MINUS CRUSHED ROCK BEDDING
PVC SLEEVE
24" MIN
2" CLEAR TYP.
3" MAX
FLUSH W/ FINISH GRADE
CARSON 10" ROUND VAULT WITH LOCKING LID
3/4" QUICK COUPLER VALVE
SS HOSE CLAMP (2)
SCH 80 PVC NIPPLE
SCH. 40 PVC ST. ELL & 90 DEG. ELL
SCH 80 PVC NIPPLE, 1" x 12" LENGTH
SCH 40 PVC ST. ELL
STEEL 'T' FENCE POST, 36" LENGTH
SCH 40 PVC MAIN LINE
HEAD TO HEAD SPACING MAY BE DEFINED AS EACH HEAD'S SPRAY HITTING EACH
ADJACENT HEAD, ALL DIRECTIONS. FOR EXAMPLE, 12' RADIUS HEADS SHALL NOT BE
SPACED FURTHER THAN 12' ALL DIRECTIONS.
HEAD TO HEAD LAYOUT NOTE: PLAN VIEW
ALL SHRUB HEADS TO BE IN SHRUB BED, AND TURF HEADS SHALL BE PLACED IN THE
TURF, 4" FROM EDGE OF BED.
NOTES:
1.USE 4" POP-UPS IN TURF AREAS AND 12" POP-UPS IN SHRUB OR GROUND COVER
AREAS.
SPRAY HEAD SECTION VIEW
VALVE NOTES:
1.DO NOT ALLOW VAULT TO REST ON PIPE.
2.ALL PIPE AND FITTINGS WITHIN VAULT TO BE SCH 40 PVC SAME SIZE AS OUTLET LATERAL.
3.ALL BOLT COVERS TO BE LOCKING TYPE, BOLT INSTALLED.
4.NO FEMALE ADAPTERS PERMITTED.
5.TEFLON TAPE ONLY. USE NO PIPE DOPE.
6.PROVIDE 6" WASHED DRAIN ROCK BENEATH VAULT.
NOTES:
1.USE 4" POP-UPS IN TURF AREAS AND 6" POP-UPS IN
SHRUB OR GROUND COVER AREAS, AS SHOWN IN
IRRIGATION SCHEDULE.
2.USE TEFLON TAPE AT ALL TREADED FITTINGS
NOT TO SCALE
DETAIL - HEAD LAYOUT
DETAIL - ZONE CONTROL VALVE
DETAIL - POP-UP SPRAY HEAD
SPRAY OR BUBBLER NOZZLE
FLUSH W/ FINISH GRADE
NOZZLE & BODY PER SPECIFICATIONS
USE BOTTOM INLET ONLY
SCH 40 PVC STREET ELL AND SWING PIPE 90
POLY PIPE
30" MAX. LENGTH
SCH 40 PVC STREET ELL AND SWING PIPE 90
SCH 40 PVC FITTINGS, TYP.
LATERAL, TYP.
SIZE AS INDICATED ON PLAN12" MIN24" MIN18" MINAUTOMATIC CONTROL VALVE
PLASTIC ISOLATION BALL VALVE
SAME SIZE AS CONTROL VALVE
VAULT FLUSH W/ FINISH GRADE
SCHEDULE 40 PVC NIPPLE, TYP.
LENGTH AS REQUIRED
SCHEDULE 40 PVC 90
BLULOCK & PVC CLASS 200
USE CARSON STANDARD VALVE BOX FOR 1"
VALVES,CARSON JUMBO VALVE BOX FOR 1-1/2"
VALVES,ANDSUPER-JUMBO VALVE BOX FOR 2"
VALVES. VAULT TO EXTEND MIN. 6" BELOW
VALVE. USE EXTENSIONS AS NECESSARY.
PVC UNIONS, TYP. USE 3" LENGTH NIPPLES BOTH SIDES OF UNION.
LATERAL LINE
4" CLEAR
3" MIN.
CLEAR
F LINE FLUSHING VALVE
AREA PERIMETER
LATERAL TUBING
START CONNECTION ADAPTER
EXHAUST HEADER
TEE
SUPPLY HEADER
REMOTE
CONTROL
VALVE WITH
FILTER AND
PRV
DETAIL - DRIP LINE LAYOUT DETAIL - CONTROLLER WITH PEDESTAL
RAINBIRD CONTROLLER WITH
STAINLESS STEEL PEDESTAL
3/4" POWER CONDUIT: SIZE,
TYPE, DEPTH PER LOCAL CODE
GROUND WIRE CONDUIT,
MIN. 1 1/2". GROUND PER
ASIC GUIDELINES
PEDESTAL BASE: CONCRETE
OR PREFABRICATED
FINISH GRADE
CONDUIT FOR GCBL WIRING
CONDUIT FOR CONTROL WIRES
NOT TO SCALE NOT TO SCALE
NOT TO SCALE NOT TO SCALE NOT TO SCALE
NOT TO SCALE NOT TO SCALE NOT TO SCALE
5/12/2022 11:05 AMJ:\2020\20266\LANDSCAPE\FINAL\SHEETS\20266 L3.31.DWGDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING20266LGI HOMESCREEKSIDE COMMONSA PORTION OF THE SW 1/4 OF SEC. 16, TWP. 21 N., RGE. 4 E., W.M.
48IRRIGATION DETAILSL3.31
PERMIT NO. 22-102344-UP
