HomeMy WebLinkAbout(4) P_Landscape_Plans_20240916_V1TRACT H
TRACT C
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ROW
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TRACT G
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TRACT M
TRACT L
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TRACT O 23
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ROW 5
TRACT N
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TRACT J
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TRACT B
TRACT A
NE 12TH STREET
NE S
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NE 14TH PL
NE 14TH CT
NE 14TH ST
6'
EXISTING TREE TO BE
RETAINED
CONTINUOUS CHAINLINK
FENCING
ONE SIGN PER 50'
(MIN. OF 2 SIGNS)
"NO TRESPASSING,
PROTECTED TREES"
VARIES,
SEE NOTE 4
POSTS AT 10' O.C. MAX
EXISTING GRADE
1.SEE ARBORIST REPORT FOR
ADDITIONAL DETAILS ON TREE
PROTECTION DURING
CONSTRUCTION.
2.ALL TREE RETENTION AND
LAND CLEARING ACTIVITIES TO
FOLLOW RMC 4-4-130.
3.ANY MODIFICATION TO
FENCING MATERIALS AND
LOCATION MUST BE
APPROVED BY AN ISA
CERTIFIED ARBORIST.
4.FOR ALL TREE TO BE
RETAINED WITHIN
DEVELOPABLE AREA, TREE
PROTECTION FENCING TO BE
PLACED AT LOD. FOR DETAILS
ON LOD, SEE ARBORIST
REPORT PROVIDED BY
GREENFOREST, INC..
NOT TO SCALE
DETAIL: TREE PROTECTION FENCING
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
TOWNS ON 12TH
TO
W
N
S
O
N
1
2
T
H
TO
W
N
S
O
N
1
2
T
H
3916 & 3926 NE 12TH ST, RENTON, WA 98056
C:
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PER RMC, (4-4-130, H, 1. A. I)
TREE RETENTION CALCULATIONS
LEGEND
TREE RETENTION NOTES
1. FOR MORE DETAILS ON INDIVIDUAL TREES, SEE ARBORIST REPORT PREPARED BY GREENFOREST, INC..
2. UNHEALTHY AND DESEASED TREES ARE EXCLUDED.
3. SEE LANDSCAPE SHEETS FOR DETAILS ON REPLACEMENT TREES.
TREE RETENTION PLAN
SCALE: 1" = 50' - 0"
LANDMARK TREES TO BE RETAINED
LANDMARK TREES TO BE REMOVED
SIGNIFICANT TREES TO BE RETAINED
SIGNIFICANT TREES TO BE REMOVED
TREES WITHIN CRITICAL AREA TO BE RETAINED
TREES WITHIN R.O.W., ALLEY, AND DRIVEWAY TO BE REMOVED
EXISTING SIGNIFICANT TREE TO BE REMOVED (TYP.)
OFF-SITE TREE (TYP.)
EXISTING NGPA TREE TO BE RETAINED (TYP.)
EXISTING LANDMARK TREE TO BE REMOVED (TYP.)
OFF SITE TREES TO BE RETAINED
OFF SITE TREES TO BE REMOVED
CRITICAL AREA BUFFER (TYP.)
PROPERTY LINE (TYP.)
PROPERTY LINE (TYP.)
OFF-SITE TREE TO BE
REMOVED (TYP.)
CRITICAL AREA
BUFFER (TYP.)
LOD (TYP.);
SEE ARBORIST
REPORT FOR DETAILS
TREE PROTECTION FENCING (TYP.);
TO BE PLACED AT LOD, TO END AT CRITICAL AREA BUFFER AND
PROPERTY LINE;
SEE FENCING DETAIL HEREON
EXISTING LANDMARK TREE TO BE RETAINED (TYP.);
SEE ARBORIST REPORT FOR DETAILS
LOD*
DRIPLINE
LOD*
DRIPLINE
EXISTING SIGNIFICANT TREE TO BE RETAINED (TYP.)
EXISTING TREE WITHIN PROPOSED PUBLIC STREET,
TO BE REMOVED (TYP.)
* FOR DETAILS ON LOD, SEE ARBORIST REPORT PROVIDED BY GREENFOREST, INC.
CRITICAL AREA
BUFFER (TYP.)
EXISTING TREE WITHIN ACCESS
TRACT, TO BE REMOVED (TYP.)
R.O.W. (TYP.)
CRITICAL AREA (TYP.)
OFF-SITE TREE TO BE
RETAINED (TYP.)
PROTECTION
FENCING
PROTECTION
FENCING
R-425541
50
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
TOWNS ON 12TH
TO
W
N
S
O
N
1
2
T
H
TO
W
N
S
O
N
1
2
T
H
3916 & 3926 NE 12TH ST, RENTON, WA 98056
C:
2
3
0
0
2
0
1
0
LU
A
:
2
2
-
0
0
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1
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PUBLIC STREETS, ALLEYS AND ACCESS EASEMENT (71)
TREE TABLE - EXISTING TREES TO BE RETAINED
DEVELOPABLE AREA (49)
CRITICAL AREA (35)
TREE TABLE - EXISTING TREES TO BE REMOVED
DEVELOPABLE AREA (182)
ALL TREES WITHIN CRITICAL AREAS ARE TO BE RETAINED AND NOT INCLUDED IN TREE RETENTION CALCULATION.
TREE TABLE NOTES
1. 53 DANGEROUS TREES ARE EXCLUDED FROM THE TREE TABLE, AND THE PLAN SET. FOR DETAILS ON
DANGEROUS TREES, SEE ARBORIST REPORT PREPARED BY GREENFOREST, INC..
2. ALL INFORMATION SHOWN IN TREE TABLES HEREON IS PROVIDED BY GREENFOREST, INC..
R-425542
NE 12TH STREET
NE S
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S
E
T
B
L
V
D
.
NE 14TH PL
NE 14TH CT
NE 14TH ST
TRACT H
TRACT C
4
ROW 2
ROW
40
7 1
ROW 1
13
43
ROW 3
48
20 11
3632
16
31 34
15 14
33 35
12 10
37
TRACT G
45
44
42
41
46
1718
5698
75
74
71
73
84
77
79
82
88
86
87
89 63
70
67
68
69
19222123
47
5857
49
56
50
55
51
54
TRACT M
TRACT L
80
ROW 685
83
64 62 61
60
TRACT O 23
53
90
66
28 29252627 30
TRACT K
76
24
ROW 4
59
ROW 5
TRACT N
78
81
72
TRACT J
52
65
TRACT B
TRACT A
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5
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
TOWNS ON 12TH
TO
W
N
S
O
N
1
2
T
H
TO
W
N
S
O
N
1
2
T
H
3916 & 3926 NE 12TH ST, RENTON, WA 98056
C:
2
3
0
0
2
0
1
0
LU
A
:
2
2
-
0
0
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1
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0
PR
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0
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1
6
0
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D
-
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4
2
5
5
COMPOSITE LANDSCAPE PLAN
SCALE: 1" = 50' - 0"
BUILDING SETBACK (TYP.)
PROPERTY LINE (TYP.)
CONIFEROUS TREE (TYP.)
DECIDUOUS TREE (TYP.)
EXISTING LANDMARK TREE TO BE RETAINED (TYP.)
PERIMETER LANDSCAPE BUFFER (TYP.)
SEE SHEET L2.02
SEE SHEET L2.03
10' MIN. STREET FRONTAGE
LANDSCAPE (TYP.)
TREE DENSITY CALCULATION
R.O.W. (TYP.)
R-MF ZONE
R-10 ZONE
PAVED SEATING AREA (TYP.);
BENCH ON SCORE CONCRETE.
SEE DETAILS FOR MORE
INFORMATION.
CRITICAL AREA BUFFER (TYP.)
CRITICAL AREA BUFFER (TYP.)
OFF-SITE TREE (TYP.)
CRITICAL AREA BUFFER (TYP.)
BUILDING SETBACK (TYP.)
BUILDING SETBACK (TYP.)
EXISTING SIGNIFICANT TREE TO BE RETAINED (TYP.)
OFF-SITE TREE (TYP.)
EXISTING NGPA TREE TO BE RETAINED (TYP.)
*TREE DENSITY ONLY REQUIRED LOTS 1-9 DUE TO EXISTING ZONING CLASSIFICATION.
6'
SYMBOL QTY AMENITY MANUFACTURER
1 WOBBLY BRIDGE
KOMPAN;
PAINTED WITH A BROWN COLORED
TRANSPARENT PIGMENT THAT MAINTAINS THE
GOLDEN WOOD COLOR OF THE WOOD
2 NET CLIMBER WILLYGOAT;
POWDER COATED BLUE
1 BLOQX 3 KOMPAN;
LIME GREEN, GREY, AND DARK NAVY BLUE
15 BENCH
FORMS+SURFACES;
SILVER TEXTURE, CUMARU HARDWOOD SEAT
SLATS HAVE A NATURAL OILED FINISH
1 PICNIC TABLE
FORMS+SURFACES;
SILVER TEXTURE, CUMARU HARDWOOD SEAT
SLATS HAVE A NATURAL OILED FINISH
2 ADA PICNIC TABLE
FORMS+SURFACES;
SILVER TEXTURE, CUMARU HARDWOOD SEAT
SLATS HAVE A NATURAL OILED FINISH
3 PET WASTE RECEPTACLE PET WASTE ELIMINATOR
160 1-MAN BOULDER LOCALLY SOURCED
SITE AMENITIES SCHEDULE
10'
RECREATIONAL AREA (TYP.);
NET CLIMBER, BLOQX 3, AND
WOBBLY BRIDGE. SEE DETAILS
FOR MORE INFORMATION.
RECREATIONAL AREA (TYP.);
NET CLIMBER. SEE DETAILS
FOR MORE INFORMATION.
30' MIN. (TYP.)
50' MIN. (TYP.)
STREET TREE (TYP.);
SMALL SPECIES SPACED AT MIN. OF 30' O.C.
STREET TREE (TYP.);
LARGE SPECIES SPACED AT MIN. OF 50' O.C.
PET WASTE RECEPTACLE (TYP.)
1.ALL PLANT MATERIAL WITHIN SIGHT DISTANCE TRIANGLES SHALL BE MAINTAINED TO PROVIDE
VISUAL CLEARANCE BETWEEN 2' AND 8' AND SHRUBS PROPOSED WITHIN THE SIGHT DISTANCE
TRIANGLES ARE NOT TO GROW WIDER THAN 18" IN DIAMETER AS TO NOT OBSTRUCT SIGHT LINES.
STREET TREES SHALL BE LIMBED UP TO 8' ABOVE THE STREET GRADE.
2.STREET TREES SHALL BE MAINTAINED BY THE ADJACENT LAND OWNER.
3.STREET TREES SHALL MAINTAIN THE FOLLOWING CLEARANCES FROM UTILITIES:
WATER AND SEWER: 8'
STORM: 3'
ALL OTHER ONSITE TREES SHALL MAINTAIN A CLEARANCE OF 8' FROM WET UTILITIES
5.ROOT BARRIER AND STRUCTURAL SOILS SHALL BE PROVIDED FOR STREET TREES AND TREES
WITHIN 3' OF UTILITIES.
6.SHRUBS SHALL BE PLANTED TO MAINTAIN AT LEAST 4 FEET OF CLEARANCE FROM THE CENTER OF
ALL FIRE HYDRANTS/CONNECTIONS.
GENERAL LANDSCAPE NOTES
262 LF 4' CHAIN LINK FENCE LOCALLY SOURCED
1,007 LF SPLIT RAIL FENCE LOCALLY SOURCED
827 LF 6' CEDAR FENCE LOCALLY SOURCED
R-425543
NE S
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NE 14TH PL
NE 14TH CT
TRACT H
40
42
41
75
74
71
73
84
77
79
82
88
86
87
89 63
70
67
68
69
5857565554
TRACT L
80
ROW 685
83
64
62 61
60
53
90
66
TRACT K
76
59
ROW 5
78
81
72
TRACT J
65
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
TOWNS ON 12TH
TO
W
N
S
O
N
1
2
T
H
TO
W
N
S
O
N
1
2
T
H
3916 & 3926 NE 12TH ST, RENTON, WA 98056
C:
2
3
0
0
2
0
1
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LU
A
:
2
2
-
0
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1
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2
2
-
0
0
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1
6
0
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D
-
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4
2
5
5
SEE SHEET L2.03
BUILDING SETBACK (TYP.)
DECIDUOUS TREE (TYP.)
EXISTING LANDMARK TREE TO BE RETAINED(TYP.)
LANDSCAPE PLAN
SCALE: 1" = 30' - 0"
LAWN (TYP.)
CRITICAL AREA BUFFER (TYP.)
PROPERTY LINE (TYP.)
CRITICAL AREA BUFFER (TYP.)
OFF-SITE TREE (TYP.)
TREE WITHIN NGPA TO BE RETAINED (TYP.)
CRITICAL AREA BUFFER (TYP.)
PAVED SEATING AREA (TYP.);
BENCH ON SCORED CONCRETE.
SEE DETAILS FOR MORE
INFORMATION.
R.O.W. (TYP.)
RECREATIONAL AREA (TYP.);
NET CLIMBER, BLOQX 3, AND
WOBBLY BRIDGE. SEE DETAILS
FOR MORE INFORMATION.
CONIFEROUS TREE (TYP.)
SHRUB (TYP.)
GROUNDCOVER (TYP.)
STREET TREE (TYP.);
SMALL SPECIES SPACED
AT MIN. OF 30' O.C.
PICNIC TABLE (TYP.)PERIMETER LANDSCAPE BUFFER (TYP.)
17'
CONCRETE PATHWAY (TYP.);
GRAVEL CORNER CUT.
1 - MAN BOULDER (TYP.)
SPLIT RAIL FENCE (TYP.)
6' CEDAR FENCE (TYP.)
SPLIT RAIL FENCE (TYP.)
30' MIN. (TYP.)
50' MIN. (TYP.)STREET TREE (TYP.);
LARGE SPECIES SPACED
AT MIN. OF 50' O.C.
PET WASTE RECEPTACLE (TYP.)R-425544
NE 12TH STREET
TRACT C
4
ROW 2
ROW
7 1
ROW 1
13
43
ROW 3
48
20
11
3632
16
31 34
15 14
33 35
12
10
37
TRACT G
45
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42
41
46
1718
5698
19222123
47
5857
49
56
50
55
51
54
TRACT M
TRACT L
TRACT O 23
28 29252627 3024
ROW 4
TRACT N
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TRACT B
TRACT A
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
TOWNS ON 12TH
TO
W
N
S
O
N
1
2
T
H
TO
W
N
S
O
N
1
2
T
H
3916 & 3926 NE 12TH ST, RENTON, WA 98056
C:
2
3
0
0
2
0
1
0
LU
A
:
2
2
-
0
0
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1
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2
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0
1
6
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D
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4
2
5
5
SEE SHEET L2.02
LANDSCAPE PLAN
SCALE: 1" = 30' - 0"
PROPERTY LINE (TYP.)
CONIFEROUS TREE (TYP.)
DECIDUOUS TREE (TYP.)
EXISTING SIGNIFICANT TREE TO BE RETAINED (TYP.)
CRITICAL AREA BUFFER (TYP.)
BUILDING SETBACK (TYP.)
OFF-SITE TREE (TYP.)
TREE WITHIN NGPA TO
BE RETAINED (TYP.)
CRITICAL AREA BUFFER (TYP.)
BUILDING SETBACK (TYP.)
R.O.W. (TYP.)
PAVED SEATING AREA (TYP.);
BENCH ON SCORED CONCRETE.
SEE DETAILS FOR MORE
INFORMATION.
R-10 ZONE
R-MF ZONE
SHRUB (TYP.)
LAWN (TYP.)
GROUNDCOVER (TYP.)
1 - MAN BOULDER (TYP.)
STREET TREE (TYP.);
SMALL SPECIES SPACED AT MIN. OF
30' O.C.
PET WASTE RECEPTACLE (TYP.)
4' CHAIN LINK FENCE (TYP.):
DOUBLE GATE FOR DOG RUN.
6' CEDAR FENCE (TYP.)
30' MIN. (TYP.)
MULCH (TYP.)
R-425545
TREES QTY BOTANICAL NAME COMMON NAME SIZE SPACING
9 ACER CIRCINATUM VINE MAPLE 2" CAL. MIN.AS SHOWN
4 ARBUTUS MENZIESII PACIFIC MADRONE 2" CAL. MIN.AS SHOWN
4 CALOCEDRUS DECURRENS INCENSE CEDAR 6` HT. MIN.AS SHOWN
18 CORNUS X 'EDDIE'S WHITE WONDER'EDDIE'S WHITE WONDER DOGWOOD 2" CAL. MIN.AS SHOWN
5 COTINUS COGGYGRIA SMOKE TREE 2" CAL. MIN.AS SHOWN
2 PINUS CONTORTA SHORE PINE 6` HT. MIN.AS SHOWN
12 PRUNUS SERRULATA 'PINK CLOUD'JAPANESE FLOWERING CHERRY 2" CAL. MIN.AS SHOWN
12 PSEUDOTSUGA MENZIESII DOUGLAS FIR 6` HT. MIN.AS SHOWN
6 PYRUS CALLERYANA 'JACZAM' TM JACK CALLERY PEAR 2" CAL. MIN.AS SHOWN
12 TAXUS BREVIFOLIA PACIFIC YEW 6` HT. MIN.AS SHOWN
11 THUJA PLICATA WESTERN RED CEDAR 6` HT. MIN.AS SHOWN
5 TSUGA HETEROPHYLLA WESTERN HEMLOCK 6` HT. MIN.AS SHOWN
STREET TREES QTY BOTANICAL NAME COMMON NAME SIZE SPACING
6 CARPINUS CAROLINIANA NATIVE FLAME AMERICAN HORNBEAM 2" CAL. MIN.30` O.C.
13 TILIA CORDATA 'CHANCOLE'CHANCELLOR® LITTLELEAF LINDEN 2" CAL. MIN.50` O.C.
21 ZELKOVA SERRATA CITY SPRITE ZELKOVA 2" CAL. MIN.30` O.C.
SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE SPACING
11 BERBERIS THUNBERGII 'ATROPURPUREA'RED LEAF JAPANESE BARBERRY 3 GAL./24" HT. MIN.3` O.C OR AS SHOWN
58 BUXUS SEMPERVIRENS 'SUFFRUTICOSA'SUFFRUTICOSA COMMON BOXWOOD 2 GAL/18" HT. MIN.3` O.C OR AS SHOWN
46 CHOISYA TERNATA 'SUNDANCE'SUNDANCE MEXICAN MOCK ORANGE 2 GAL./24" HT. MIN.3` O.C OR AS SHOWN
29 CORNUS SERICEA RED TWIG DOGWOOD 2 GAL/18" HT. MIN.3` O.C OR AS SHOWN
81 CORNUS SERICEA 'KELSEYI'KELSEY'S DWARF RED - OSIER DOGWOOD 2 GAL./24" HT. MIN.3` O.C OR AS SHOWN
29 HOLODISCUS DISCOLOR OCEANSPRAY 2 GAL./24" HT. MIN.3` O.C OR AS SHOWN
137 HOSTA X 'PATRIOT'PATRIOT HOSTA 2 GAL/18" HT. MIN.3` O.C OR AS SHOWN
112 ILEX CRENATA 'SKY PENCIL'SKY PENCIL JAPANESE HOLLY 5 GAL/36" HT. MIN.3` O.C OR AS SHOWN
35 LAVANDULA ANGUSTIFOLIA 'HIDCOTE'HIDCOTE ENGLISH LAVENDER 2 GAL/18" HT. MIN.3` O.C OR AS SHOWN
122 MAHONIA AQUIFOLIUM OREGON GRAPE 3 GAL./36" HT. MIN.3` O.C OR AS SHOWN
12 MAHONIA NERVOSA OREGON GRAPE 2 GAL/18" HT. MIN.3` O.C OR AS SHOWN
187 MUSCARI ARMENIACUM GRAPE HYACINTH 4" POT 3` O.C OR AS SHOWN
93 MYRICA CALIFORNICA PACIFIC WAX MYRTLE 3 GAL./24" HT. MIN.3` O.C OR AS SHOWN
54 PAXISTIMA MYRSINITES OREGON BOXWOOD 2 GAL/18" HT. MIN.3` O.C OR AS SHOWN
7 PHILADELPHUS LEWISII WILD MOCKORANGE 3 GAL./36" HT. MIN.3` O.C OR AS SHOWN
8 PHYSOCARPUS CAPITATUS PACIFIC NINEBARK 3 GAL./36" HT. MIN.3` O.C OR AS SHOWN
264 POLYSTICHUM MUNITUM WESTERN SWORD FERN 3 GAL/18" HT. MIN.3` O.C OR AS SHOWN
108 PRUNUS LAUROCERASUS 'MOUNT VERNON'MOUNT VERNON ENGLISH LAUREL 2 GAL./24" HT. MIN.3` O.C OR AS SHOWN
31 RIBES SANGUINEUM RED FLOWERING CURRANT 3 GAL./24" HT. MIN.3` O.C OR AS SHOWN
9 ROSMARINUS OFFICINALIS 'SALEM'SALEM ROSEMARY 3 GAL./24" HT. MIN.3` O.C OR AS SHOWN
22 SARCOCOCCA CONFUSA SWEETBOX 3 GAL./24" HT. MIN.3` O.C OR AS SHOWN
42 SPIRAEA BETULIFOLIA BIRCH LEAF SPIREA 2 GAL/18" HT. MIN.3` O.C OR AS SHOWN
9 SPIRAEA DENSIFLORA SUB-ALPINE SPIREA 3 GAL./24" HT. MIN.3` O.C OR AS SHOWN
35 SYMPHORICARPOS ALBUS COMMON WHITE SNOWBERRY 3 GAL./24" HT. MIN.3` O.C OR AS SHOWN
58 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 3 GAL./36" HT. MIN.3` O.C OR AS SHOWN
166 WEIGELA FLORIDA 'ELVERA'MIDNIGHT WINE® WEIGELA 2 GAL./24" HT. MIN.3` O.C OR AS SHOWN
ORNAMENTAL GRASSES QTY BOTANICAL NAME COMMON NAME SIZE SPACING
73 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER FEATHER REED GRASS 2 GAL/18" HT. MIN.AS SHOWN
331 CAREX OBNUPTA SLOUGH SEDGE 2 GAL/18" HT. MIN.AS SHOWN
356 DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS 2 GAL/18" HT. MIN.AS SHOWN
104 FESTUCA GLAUCA 'ELIJAH BLUE'ELIJAH BLUE FESCUE 2 GAL/18" HT. MIN.AS SHOWN
193 LIRIOPE MUSCARI LILYTURF 2 GAL/18" HT. MIN.AS SHOWN
82 MISCANTHUS SINENSIS 'LITTLE MISS'LITTLE MISS EULALIA GRASS 2 GAL/18" HT. MIN.AS SHOWN
21 PANICUM VIRGATUM 'SHENANDOAH'SHENANDOAH SWITCH GRASS 2 GAL/18" HT. MIN.AS SHOWN
131 PENNISETUM SETACEUM 'RUBRUM'PURPLE FOUNTAIN GRASS 2 GAL/18" HT. MIN.AS SHOWN
GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE SPACING
5,683 ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GAL.18" O.C.
2,902 CALLUNA VULGARIS 'FIREFLY'FIREFLY HEATHER 1 GAL.18" O.C.
728 FRAGARIA CHILOENSIS BEACH STRAWBERRY 1 GAL.18" O.C.
2,579 GAULTHERIA SHALLON SALAL 1 GAL.18" O.C.
8,102 SF LAWN HYDROSEED
8,877 SF MULCH 3" DEPTH MIN.
1,333 RUBUS CALYCINOIDES 'EMERALD CARPET'EMERALD CARPET CREEPING BRAMBLE 1 GAL.18" O.C.
3,136 VINCA MINOR COMMON PERIWINKLE 1 GAL.18" O.C.
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
TOWNS ON 12TH
TO
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3916 & 3926 NE 12TH ST, RENTON, WA 98056
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PLANT SCHEDULE
17.) 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.
18.) PROPOSALS FOR PLANT SUBSTITUTIONS, LOCATION ADJUSTMENTS, SOIL AMENDMENTS OR ANY VARIATIONS FROM THE APPROVED PLANS SHALL REQUIRE PRIOR APPROVAL BY THE RESPONSIBLE OFFICIAL.
21.) 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.
22.) 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.
23.) STREET TREES SHALL BE SYMMETRICAL AND UNIFORM IN APPEARANCE, SIZE AND STRUCTURE.
24.) 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.
25.) 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.
19.) 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.
20.) LAWNS SHALL BE HYDROSEEDED WITH "SIGNATURE" AS SUPPLIED BY JB INSTANT LAWN OR APPROVED EQUAL. THE SEEDED AREA MUST BE PROTECTED BY A BARRIER WITH SIGNS THAT READ "KEEP OFF NEWLY SEEDED
LAWN AREA".
14.) 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.
15.) 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.
16.) 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.
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". ALL LAWN AREAS SHALL BE ROLLED TO PROVIDE A FIRM, SMOOTH SURFACE FREE OF DIVOTS OR MOUNDS.
13.) THE LANDSCAPE CONTRACTOR SHALL SET FINISHED AMENDED SOIL DEPTH 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.
GENERAL LANDSCAPE NOTES
R-425546
3'
1 1
2 X
ROOTBALL
DIMENSION
1'
PLANTING DECIDUOUS TREE
STAKES SHALL
EXTEND A MIN. OF 12"
INTO UNDISTURBED
SOIL 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 ROOTBALLL, AT 120° SPACING
GALVANIZED WIRED 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 SHIFT
OF ROOTBALL
PLACE ROOTBALL ON
UNEXCAVATED/UNDISTURBED
NATIVE SOIL PEDESTAL TO
PREVENT SETTLING
PRUNE TREE AS DIRECTED IN
PLANTING NOTES
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 12 X
ROOTBALL
DIMENSION
1'
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
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.
PLANTING GROUNDCOVER
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"
PLANT SPACING
NOT TO SCALE
2 x ROOTBALL DIA.
STAKES SHALL EXTEND A MIN. OF 1' INTO
UNDISTURBED SOIL - SEE DECIDUOUS TREE
PLANTING DETAIL FOR MORE INFORMATION
1' MIN.
1 12 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 13 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.
NOT TO SCALE
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
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 13 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.
PLANTING DECIDUOUS TREE ON SLOPE
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 12 X
ROOTBALL
DIA.
PLANTING SHRUB
NOT TO SCALE
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
NOT TO SCALE
PLANTING SHRUB ON SLOPE
1 - MAN BOULDER
NOT TO SCALE
BOULDER STOCKPILED ON SITE
TO BE FIELD LOCATED PER SITE
PLAN 1/3 OF BOULDER TO BE
BURIED
SHRUBS, GROUND
COVER, LAWN PER
PLAN
COMPACT SUB GRADE
NOTE:
1. BOULDERS ONLY TO BE INSTALLED TO THE EXTENT AVAILABLE ONSITE.
NOT TO SCALE NOT TO SCALE NOT TO SCALE
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
TOWNS ON 12TH
TO
W
N
S
O
N
1
2
T
H
TO
W
N
S
O
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1
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3916 & 3926 NE 12TH ST, RENTON, WA 98056
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R-425547
WOBBLY BRIDGE
SOURCE: KOMPAN
2% PITCH
- INSTALL 1/4"x2" "DUMMY" JOINTS W/ PRE-MOLDED JOINT MATERIAL
@12' O.C.
CONCRETE PAVING NOTES:
3" (TYP.)
- TOOL TO PROVIDE 14" "V" GROOVES @ 4' O.C. BETWEEN DUMMY JOINTS
TO EXPANSION JOINTS
5'
4"
4"
CONCRETE SLAB
(MEDIUM BROOM FINISH)
SET FINISH GRADE BELOW PAVING
SURFACE AS REQ. TO ALLOW FOR FREE
DRAINAGE OFF OF PAVING AFTER
TURF/MULCH INSTALLATION (TYP.)
10X10X6X6 WWM
CRUSHED ROCK BASE COURSE
(COMPACT TO 95%)
SUBGRADE COMPACTED TO 95%
DETAIL: CONCRETE WALK PAVEMENT
3"
DISTANCE VARIES PER PLAN
NOTE:
PAVING PATTERN IS GRAPHIC IN
NATURE AND FOR VISUAL
PURPOSES ONLY
JOINT CONCRETE AS NECESSARY
3" INTEGRAL COLORED
CONCRETE BAND, DARK GREY
SCORED CONCRETE 6 X 6"
SQUARES
SCORED CONCRETE PAVING 6 X 6"
NOT TO SCALE NOT TO SCALE
12"
4"
18"
6"
4"
CONCRETE CURB
PLAY SURFACING
MATERIAL SHALL BE
4" BELOW TOP OF
CURB OR WALK
EXPANSION JOINT (IF
ADJOINING MATERIAL
IS CONCRETE) (TYP)
SURFACE
VARIES, SEE
PLAN
SLOPE
PERIMETER DRAIN; 4" DIA.
PERFORATED PIPE;
CONNECT TO SITE STORM
DRAINAGE SYSTEM
ENGINEERED WOOD FIBER
2% SLOPE TOWARD DRAIN
FROM CENTER
2%
NOTE:
1. MAINTAIN MIN. FALL ZONE CLEARANCE FROM ALL
HARD SURFACES PLAY EQUIPMENT PER EQUIPMENT
MANUFACTURER'S SPECIFICATIONS.
2. RAMP TO BE 4' WIDE MIN. 2% MAX CROSS SLOPE, 8.3%
RUNNING SLOPE (1:12)
PLAY EDGING W/RAMP
4" THICK CONCRETE RAMP
(MAX GRADE 1:12)
NOT TO SCALE
4' HT. CHAIN LINK FENCE WITH 4' GATE
NOT TO SCALE
12" ROUND SECTION
CONCRETE CLASS C
(TYP.)
BOTTOM RAIL
CHAINLINK FABRIC
BLACK POWDER COATED
TOP RAIL
2" MAX.
4'
4'
FINISHED GRADE
STRETCHER BAR
FABRIC BAND
BOTTOM HINGE
(180° SWING)
TRUSS ROD TYP.
NOTES:
1. MINIMUM POST LENGTH 8'-8".
2. PROVISIONS MUST BE MADE FOR LOCKING THE GATE.
3. ALL MATERIAL TO BE BLACK POWDER COATED WITH ONSITE TOUCHUP FOLLOWING INSTALLATION.
3'-6"3'
6"
1'
8'
EQ. SPACING
6'
2'-6"
EQ. 4-3/4" X 1-1/2" TK CAP
ON TOP OF POST
2" X 4" TK TOP RAIL
1" X 4" TK RAIL
2" X 4" TK RAIL
4" X 4" PT POST
1" X 4" CEDAR
BOARDS (TIGHT)
2" X 4" TK RAIL
1" X 4" 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
NOTES:
1. TOP RAIL TO BE HORIZONTAL WITH MAX 12" STEPS AT POSTS AS NEEDED FOR GRADE - VERIFY W/ SUPERINTENDENT ON STEEP GRADES.
2. 2"x4" RAIL SIDE TO FACE INTO THE FENCE OWNER'S PROPERTY EXCEPT AT STREET OR PARK LOCATIONS.
3. WITH GRADE DIFFERENCE OF 6" OR MORE BETWEEN POSTS - SLOPE BOTTOM RAIL TO CONFORM.
4. STAIN ALL WOOD WITH SEMI-TRANSPARENT STAIN, COLOR TO MATCH ARCHITECTURE. STAIN TO BE SELECTED BY OWNER.
6'
SPLIT RAIL FENCE
6"
4"
4"
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
FINISHED GRADE
2'-6" MIN.
FOOTING DEPTH
4" (TYP.)
4"4"
4'
4" (TYP.)
1' - 5"
1' - 5"
SCALE: NOT TO SCALE
6"6"
6'
9/
1
3
/
2
0
2
4
1
2
:
5
8
P
M
J:
\
2
0
2
1
\
2
1
0
0
8
\
L
A
N
D
S
C
A
P
E
\
F
I
N
A
L
\
S
H
E
E
T
S
\
2
1
0
0
8
L
2
.
3
1
.
D
W
G
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
TOWNS ON 12TH
TO
W
N
S
O
N
1
2
T
H
TO
W
N
S
O
N
1
2
T
H
3916 & 3926 NE 12TH ST, RENTON, WA 98056
C:
2
3
0
0
2
0
1
0
LU
A
:
2
2
-
0
0
0
1
8
0
PR
:
2
2
-
0
0
0
1
6
0
TE
D
-
4
0
-
4
2
5
5
R-425548
SOURCE: PET WASTE ELIMINATOR
PET WASTE RECEPTACLE
BENCH
SOURCE: FORMS+SURFACES
BLOQX 3
SOURCE: KOMPAN
PICNIC TABLE
SOURCE: FORMS+SURFACES
NET CLIMBER
SOURCE: WILLY GOAT
9/
1
3
/
2
0
2
4
1
2
:
5
8
P
M
J:
\
2
0
2
1
\
2
1
0
0
8
\
L
A
N
D
S
C
A
P
E
\
F
I
N
A
L
\
S
H
E
E
T
S
\
2
1
0
0
8
L
2
.
3
1
.
D
W
G
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
TOWNS ON 12TH
TO
W
N
S
O
N
1
2
T
H
TO
W
N
S
O
N
1
2
T
H
3916 & 3926 NE 12TH ST, RENTON, WA 98056
C:
2
3
0
0
2
0
1
0
LU
A
:
2
2
-
0
0
0
1
8
0
PR
:
2
2
-
0
0
0
1
6
0
TE
D
-
4
0
-
4
2
5
5
R-425549
TRACT H
TRACT C
4
ROW 2
ROW
40
7 1
ROW 1
13
43
ROW 3
48
20 11
3632
16
31 34
15 14
33 35
12 10
37
TRACT G
45
44
42
41
46
1718
5698
75
74
71
73
84
77
79
82
88
86
87
89 63
70
67
68
69
19222123
47
5857
49
56
50
55
51
54
TRACT M
TRACT L
80
ROW 685
83
64 62 61
60
TRACT O 23
53
90
66
28 29252627 30
TRACT K
76
24
ROW 4
59
ROW 5
TRACT N
78
81
72
TRACT J
52
65
TRACT B
TRACT A
19,791 SF COMMON OPEN SPACE - ACTIVE
38,536 SF COMMON OPEN SPACE - PASSIVE
4,497 SF COMMON OPEN SPACE EASEMENT
18,311 SF COMMON OPEN SPACE PEDESTRIAN CONNECTIONS
19,947 SF NON-COMPLIANT PRIVATE OPEN SPACE
27,592 SF PRIVATE OPEN SPACE
9/
1
3
/
2
0
2
4
1
:
0
0
P
M
J:
\
2
0
2
1
\
2
1
0
0
8
\
L
A
N
D
S
C
A
P
E
\
F
I
N
A
L
\
S
H
E
E
T
S
\
2
1
0
0
8
L
3
.
0
1
.
D
W
G
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
TOWNS ON 12TH
TO
W
N
S
O
N
1
2
T
H
TO
W
N
S
O
N
1
2
T
H
3916 & 3926 NE 12TH ST, RENTON, WA 98056
C:
2
3
0
0
2
0
1
0
LU
A
:
2
2
-
0
0
0
1
8
0
PR
:
2
2
-
0
0
0
1
6
0
TE
D
-
4
0
-
4
2
5
5
OPEN SPACE PLAN
SCALE: 1" = 50' - 0"
PER RMC 4.2.115
REQUIRED PRIVATE OPEN SPACE:250 SF PER UNIT, PER RMC 4-2-115.E
LOTS PROPOSED WITH THE REQUIRED MIN. PRIVATE OPEN SPACE: 38 LOTS
LOTS PROPOSED WITH AN INADEQUATE AMOUNT OF PRIVATE OPEN SPACE:52 LOTS
ADDITIONAL 250 SF OF COMMON OPEN SPACE PER INADEQUATE LOT:13,000 SF
REQUIRED COMMON OPEN SPACE:31,500 SF (350 SF PER UNIT, PER RMC 4-2-115.E)
TOTAL COMMON OPEN SPACE REQUIRED:44,500 SF (13,000 SF + 31,500 SF)
PROVIDED COMMON OPEN SPACE:81,138 SF
ACTIVE COMMON OPEN SPACE: 19,791 SF
PASSIVE COMMON OPEN SPACE: 38,539 SF
COMMON OPEN SPACE EASEMENT: 4,497 SF
COMMON OPEN SPACE PEDESTRIAN CONNECTIONS: 18,311 SF
OPEN SPACE CALCULATIONSOPEN SPACE LEGEND
AREA OPEN SPACE TYPE
PRIVATE OPEN SPACE (TYP.)
PROPERTY LINE (TYP.)
R.O.W. (TYP.)
ACTIVE COMMON OPEN SPACE (TYP.)
PASSIVE COMMON OPEN SPACE (TYP.)
PRIVATE OPEN SPACE TABLE
*NON COMPLIANT PRIVATE OPEN SPACE CONSISTS OF AREAS WHERE THE
MINIMUM REQUIRED AREA AND DIMENSIONS STANDARDS ARE NOT MET.
EX. PORCHES, PATIOS, DECKS, AND MISCELLANEOUS BITS OF LANDSCAPING.
NON-COMPLIANT PRIVATE OPEN SPACE (TYP.)
COMMON OPEN SPACE PEDESTRIAN CONNECTIONS (TYP.)
RECREATION AREA (TYP.)
SITE AMENITIES SCHEDULE
RECREATION AREA (TYP.)
DOG RUN (TYP.)
*COLORS ON TABLE ARE STRICTLY FOR VISUAL PURPOSES. LOTS SHOWN IN
GREEN ARE COMPLIANT, WHILE LOTS SHOWED IN RED ARE NOT.
SYMBOL QTY AMENITY MANUFACTURER
1 WOBBLY BRIDGE
KOMPAN;
PAINTED WITH A BROWN COLORED
TRANSPARENT PIGMENT THAT MAINTAINS THE
GOLDEN WOOD COLOR OF THE WOOD
2 NET CLIMBER WILLYGOAT;
POWDER COATED BLUE
1 BLOQX 3 KOMPAN;
LIME GREEN, GREY, AND DARK NAVY BLUE
15 BENCH
FORMS+SURFACES;
SILVER TEXTURE, CUMARU HARDWOOD SEAT
SLATS HAVE A NATURAL OILED FINISH
1 PICNIC TABLE
FORMS+SURFACES;
SILVER TEXTURE, CUMARU HARDWOOD SEAT
SLATS HAVE A NATURAL OILED FINISH
2 ADA PICNIC TABLE
FORMS+SURFACES;
SILVER TEXTURE, CUMARU HARDWOOD SEAT
SLATS HAVE A NATURAL OILED FINISH
3 PET WASTE RECEPTACLE PET WASTE ELIMINATOR
160 1-MAN BOULDER LOCALLY SOURCED
SITE AMENITIES SCHEDULE
262 LF 4' CHAIN LINK FENCE LOCALLY SOURCED
1,007 LF SPLIT RAIL FENCE LOCALLY SOURCED
827 LF 6' CEDAR FENCE LOCALLY SOURCED
R-425550
NE 12TH STREET
NE S
U
N
S
E
T
B
L
V
D
.
NE 14TH PL
NE 14TH CT
NE 14TH ST
TRACT H
TRACT C
4
ROW 2
ROW
40
7 1
ROW 1
13
43
ROW 3
48
20 11
3632
16
31 34
15 14
33 35
12 10
37
TRACT G
45
44
42
41
46
1718
5698
75
74
71
73
84
77
79
82
88
86
87
89 63
70
67
68
69
19222123
47
5857
49
56
50
55
51
54
TRACT M
TRACT L
80
ROW 685
83
64 62 61
60
TRACT O 23
53
90
66
28 29252627 30
TRACT K
76
24
ROW 4
59
ROW 5
TRACT N
78
81
72
TRACT J
52
65
TRACT B
TRACT A
4.0
0.750.75
1.0
1.0
1.5
1.5
1.0
1.0
1.0
1.0
1.0
1.0 0.75
0.75 0.75
0.75 0.75
1.0
1.0
1.0
1.0
1.0
1.5
1.5
1.5
2.0
2.0
1.0
3.0
3.0 1.0
2.0 2.0
2.0 2.0
2.0
1.5
2.0
1.5
1.5 0.75
0.75 0.75
0.75
2.0
0.750.75
MBF16.76
1"
26
1"
39.44
1"
422.8
1"
58.92
1"
69.92
1"
77.54
1"
86.16
1"
923.9
1"
1013.0
1"
20.411
1"
13.912
1"
1325.8
1"
9.7314
1"
3.9415
1"
11.716
1"
12.517
1"
11.418
1"
199.66
1"
10.320
1"
2124.8
1"
9.7422
1"
6.2923
1"
2413.3
1"
2519.5
1"
2623.0
1"
2710.2
1"
2812.3
1"
2911.9
1"
306.55
1"
3114.3
1"
20.432
1"
3318.5
1"
3411.7
1"
3.2935
1"
369.07
1"
3714.8
1"
22.338
1"
1.7639
1"
15.640
1"
2641
1"
9.7242
1"
14.643
1"
4425.5
1"4517.2
1"
8.7946
1"4718.0
1"4814.8
1"
10.649
1"
16.350
1"
5116.0
1"
5223.2
1"
5.7553
1"17.354
1"
14.655
1"
5630.1
1"
24.157
1"
7.2258
1"
18.859
1"
21.360
1"
8.961
1"
8.2262
1"
639.61
1"
11.364
1"
6511.3
1"
6612.4
1"
25.067
1"
6821.6
1"
6913.7
1"
6.2170
1"
5.2471
1"
7210.7
1"
733.32
1"
8.0474
1"
21.375
1"
25.676
1"
6.8877
1"
3.9178
1"
19.679
1"
802.5
1"
818.64
1"
8.2982
1"
33.583
1"
8410.2
1"
3"
C1
C2
R2
R1
9/
1
3
/
2
0
2
4
1
:
0
1
P
M
J:
\
2
0
2
1
\
2
1
0
0
8
\
L
A
N
D
S
C
A
P
E
\
F
I
N
A
L
\
S
H
E
E
T
S
\
2
1
0
0
8
L
4
.
0
1
.
D
W
G
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
TOWNS ON 12TH
TO
W
N
S
O
N
1
2
T
H
TO
W
N
S
O
N
1
2
T
H
3916 & 3926 NE 12TH ST, RENTON, WA 98056
C:
2
3
0
0
2
0
1
0
LU
A
:
2
2
-
0
0
0
1
8
0
PR
:
2
2
-
0
0
0
1
6
0
TE
D
-
4
0
-
4
2
5
5
COMPOSITE IRRIGATION PLAN
SCALE: 1" = 50' - 0"
BUILDING SETBACK (TYP.)
PROPERTY LINE (TYP.)
SEE SHEET L4.02
SEE SHEET L4.03
R.O.W. (TYP.)
R-MF ZONE
R-10 ZONE
CRITICAL AREA BUFFER (TYP.)
CRITICAL AREA BUFFER (TYP.)
OFF-SITE TREE (TYP.)
CRITICAL AREA BUFFER (TYP.)
BUILDING SETBACK (TYP.)
BUILDING SETBACK (TYP.)
6'
10'
30' MIN. (TYP.)
50' MIN. (TYP.)
P.O.C.
BACKFLOW DEVICE (TYP.)
CONTROLLER (TYP.)
RAIN SENSOR (TYP.)
R-425551
NE S
U
N
S
E
T
B
L
V
D
.
NE 14TH PL
NE 14TH CT
TRACT H
40
42
41
75
74
71
73
84
77
79
82
88
86
87
89 63
70
67
68
69
5857565554
TRACT L
80
ROW 685
83
64
62 61
60
53
90
66
TRACT K
76
59
ROW 5
78
81
72
TRACT J
65
4.0
0.75
0.75
1.0
1.0
1.5
1.5
1.0
1.0
1.0
1.0
1.0
1.0 0.75
0.75 0.75
0.75 0.75
1.0
1.0
1.0
1.0
1.0
1.5
1.5
1.5
2.0
2.0
1.0
3.0
3.0 1.0
2.0 2.0
2.0 2.0
2.0
1.5
2.0
1.5
1.5 0.75
0.75 0.75
0.75
2.0
0.750.75
11.716
1"
12.517
1"
2124.8
1"
9.7422
1"
6.2923
1"
2413.3
1"
2519.5
1"
2623.0
1"
2710.2
1"
2812.3
1"
2911.9
1"
306.55
1"
3114.3
1"
20.432
1"
3318.5
1"
3411.7
1"
3.2935
1"
369.07
1"
22.338
1"
1.7639
1"
15.640
1"
2641
1"
9.7242
1"
14.643
1"
6821.6
1"
6913.7
1"
6.2170
1"
5.2471
1"
7210.7
1"
733.32
1"
8.0474
1"
21.375
1"
25.676
1"
6.8877
1"
3.9178
1"
19.679
1"
802.5
1"
818.64
1"
8.2982
1"
33.583
1"
8410.2
1"
C2
R2
9/
1
3
/
2
0
2
4
1
:
0
1
P
M
J:
\
2
0
2
1
\
2
1
0
0
8
\
L
A
N
D
S
C
A
P
E
\
F
I
N
A
L
\
S
H
E
E
T
S
\
2
1
0
0
8
L
4
.
0
1
.
D
W
G
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
TOWNS ON 12TH
TO
W
N
S
O
N
1
2
T
H
TO
W
N
S
O
N
1
2
T
H
3916 & 3926 NE 12TH ST, RENTON, WA 98056
C:
2
3
0
0
2
0
1
0
LU
A
:
2
2
-
0
0
0
1
8
0
PR
:
2
2
-
0
0
0
1
6
0
TE
D
-
4
0
-
4
2
5
5
SEE SHEET L2.03
BUILDING SETBACK (TYP.)
EXISTING LANDMARK TREE TO BE RETAINED(TYP.)
IRRIGATION PLAN
SCALE: 1" = 30' - 0"
CRITICAL AREA BUFFER (TYP.)
PROPERTY LINE (TYP.)
CRITICAL AREA BUFFER (TYP.)
OFF-SITE TREE (TYP.)
TREE WITHIN NGPA TO BE RETAINED (TYP.)
CRITICAL AREA BUFFER (TYP.)
R.O.W. (TYP.)
MAINLINE (TYP.)
SHRUB ROTOR (TYP.)
PIPE SLEEVING (TYP.)
LATERAL LINE (TYP.)
DRIP LINE (TYP.)
REMOTE CONTROL VALVE (TYP.)
SHRUB SPRAY (TYP.)
LAWN ROTOR (TYP.)
LAWN SPRAY (TYP.)
CONTROLLER (TYP.)
RAIN SENSOR (TYP.)R-425552
NE 12TH STREET
TRACT C
4
ROW 2
ROW
7 1
ROW 1
13
43
ROW 3
48
20
11
3632
16
31 34
15 14
33 35
12
10
37
TRACT G
45
44
42
41
46
1718
5698
19222123
47
5857
49
56
50
55
51
54
TRACT M
TRACT L
TRACT O 23
28 29252627 3024
ROW 4
TRACT N
52
TRACT B
TRACT A
MBF16.76
1"
26
1"
39.44
1"
422.8
1"
58.92
1"
69.92
1"
77.54
1"
86.16
1"
923.9
1"
1013.0
1"
20.411
1"
13.912
1"
1325.8
1"
9.7314
1"
3.9415
1"
11.716
1"
12.517
1"
11.418
1"
199.66
1"
10.320
1"
2124.8
1"369.07
1"
4425.5
1"4517.2
1"
8.7946
1"
4718.0
1"
4814.8
1"
10.649
1"
16.350
1"
5116.0
1"
5223.2
1"
5.7553
1"17.354
1"
14.655
1"
5630.1
1"
24.157
1"
7.2258
1"
18.859
1"
21.360
1"
8.961
1"
8.2262
1"
639.61
1"
11.364
1"
6511.3
1"
6612.4
1"
25.067
1"
733.32
1"
3"
C1 R1
9/
1
3
/
2
0
2
4
1
:
0
1
P
M
J:
\
2
0
2
1
\
2
1
0
0
8
\
L
A
N
D
S
C
A
P
E
\
F
I
N
A
L
\
S
H
E
E
T
S
\
2
1
0
0
8
L
4
.
0
1
.
D
W
G
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
TOWNS ON 12TH
TO
W
N
S
O
N
1
2
T
H
TO
W
N
S
O
N
1
2
T
H
3916 & 3926 NE 12TH ST, RENTON, WA 98056
C:
2
3
0
0
2
0
1
0
LU
A
:
2
2
-
0
0
0
1
8
0
PR
:
2
2
-
0
0
0
1
6
0
TE
D
-
4
0
-
4
2
5
5
SEE SHEET L2.02
IRRIGATION PLAN
SCALE: 1" = 30' - 0"
PROPERTY LINE (TYP.)
EXISTING SIGNIFICANT TREE TO BE RETAINED (TYP.)
CRITICAL AREA BUFFER (TYP.)
BUILDING SETBACK (TYP.)
OFF-SITE TREE (TYP.)
TREE WITHIN NGPA TO
BE RETAINED (TYP.)
CRITICAL AREA BUFFER (TYP.)
BUILDING SETBACK (TYP.)
R.O.W. (TYP.)
R-10 ZONE
R-MF ZONE
30' MIN. (TYP.)
MAINLINE (TYP.)
SHRUB SPRAY HEAD (TYP.)
PIPE SLEEVING (TYP.)
LATERAL LINE (TYP.)
DRIP LINE (TYP.)
REMOTE CONTROL VALVE (TYP.)
LAWN SPRAY (TYP.)
P.O.C.
BACKFLOW DEVICE (TYP.)
CONTROLLER (TYP.)RAIN SENSOR (TYP.)
R-425553
NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP
1 RAIN BIRD EFB-CP 1"SHRUB SPRAY 6.76 35.6 41.5 1.3 in/h
2 RAIN BIRD EFB-CP 1"SHRUB SPRAY 6 35.6 41.4 1.23 in/h
3 RAIN BIRD EFB-CP 1"SHRUB SPRAY 9.44 36.4 42.5 1.48 in/h
4 RAIN BIRD EFB-CP 1"SHRUB SPRAY 22.84 40.9 49.7 5.11 in/h
5 RAIN BIRD EFB-CP 1"SHRUB SPRAY 8.92 37.1 43.2 1.25 in/h
6 RAIN BIRD EFB-CP 1"SHRUB SPRAY 9.92 37.9 44.1 1.4 in/h
7 RAIN BIRD EFB-CP 1"SHRUB SPRAY 7.54 36.6 41.7 1.58 in/h
8 RAIN BIRD EFB-CP 1"SHRUB SPRAY 6.16 36.3 41.3 1.24 in/h
9 RAIN BIRD EFB-CP 1"SHRUB SPRAY 23.88 39.6 47.1 1.66 in/h
10 RAIN BIRD EFB-CP 1"AREA FOR DRIPLINE 12.98 43.3 47.3 0.96 in/h
11 RAIN BIRD EFB-CP 1"SHRUB SPRAY 20.44 38.9 46.9 5.12 in/h
12 RAIN BIRD EFB-CP 1"SHRUB SPRAY 13.9 38.0 44.6 4.5 in/h
13 RAIN BIRD EFB-CP 1"TURF SPRAY 25.81 36.0 45.9 1.33 in/h
14 RAIN BIRD EFB-CP 1"TURF SPRAY 9.73 31.2 36.6 1.39 in/h
15 RAIN BIRD EFB-CP 1"TURF SPRAY 3.94 30.2 34.2 2.2 in/h
16 RAIN BIRD EFB-CP 1"SHRUB SPRAY 11.72 36.7 40.5 9.49 in/h
17 RAIN BIRD EFB-CP 1"SHRUB SPRAY 12.55 38.1 42.0 1.74 in/h
18 RAIN BIRD EFB-CP 1"SHRUB SPRAY 11.38 37.8 42.5 1.57 in/h
19 RAIN BIRD EFB-CP 1"SHRUB SPRAY 9.66 37.0 40.6 1.61 in/h
20 RAIN BIRD EFB-CP 1"SHRUB SPRAY 10.34 37.0 40.7 1.79 in/h
21 RAIN BIRD EFB-CP 1"SHRUB SPRAY 24.8 40.1 47.1 1.77 in/h
22 RAIN BIRD EFB-CP 1"TURF SPRAY 9.74 31.0 32.1 2.06 in/h
23 RAIN BIRD EFB-CP 1"SHRUB SPRAY 6.29 36.4 37.1 1.63 in/h
24 RAIN BIRD EFB-CP 1"SHRUB SPRAY 13.33 37.8 40.1 1.83 in/h
25 RAIN BIRD EFB-CP 1"SHRUB SPRAY 19.47 38.6 42.0 2.0 in/h
26 RAIN BIRD EFB-CP 1"SHRUB SPRAY 22.98 40.7 44.5 2.02 in/h
27 RAIN BIRD EFB-CP 1"TURF SPRAY 10.17 32.9 33.1 3.36 in/h
28 RAIN BIRD EFB-CP 1"SHRUB SPRAY 12.33 37.8 38.3 1.84 in/h
29 RAIN BIRD EFB-CP 1"TURF SPRAY 11.95 32.1 32.5 2.71 in/h
30 RAIN BIRD EFB-CP 1"SHRUB ROTOR 6.55 25.8 23.1 0.57 in/h
31 RAIN BIRD EFB-CP 1"AREA FOR DRIPLINE 14.28 45.1 47.4 0.97 in/h
32 RAIN BIRD EFB-CP 1"SHRUB SPRAY 20.43 38.7 41.6 1.78 in/h
33 RAIN BIRD EFB-CP 1"SHRUB SPRAY 18.51 40.4 42.8 1.65 in/h
34 RAIN BIRD EFB-CP 1"SHRUB SPRAY 11.66 37.9 40.1 1.6 in/h
35 RAIN BIRD EFB-CP 1"SHRUB SPRAY 3.29 35.2 36.6 4.81 in/h
36 RAIN BIRD EFB-CP 1"TURF SPRAY 9.07 31.2 33.0 2.73 in/h
37 RAIN BIRD EFB-CP 1"SHRUB SPRAY 14.8 38.7 42.9 1.48 in/h
38 RAIN BIRD EFB-CP 1"SHRUB SPRAY 22.28 40.0 46.2 1.49 in/h
39 RAIN BIRD EFB-CP 1"AREA FOR DRIPLINE 1.76 40.3 43.5 0.93 in/h
40 RAIN BIRD EFB-CP 1"SHRUB SPRAY 15.64 38.2 41.7 4.54 in/h
41 RAIN BIRD EFB-CP 1"SHRUB SPRAY 26 42.7 49.4 2.63 in/h
42 RAIN BIRD EFB-CP 1"SHRUB SPRAY 9.72 37.4 40.2 2.0 in/h
43 RAIN BIRD EFB-CP 1"SHRUB SPRAY 14.56 37.9 40.3 1.88 in/h
44 RAIN BIRD EFB-CP 1"SHRUB SPRAY 25.54 42.8 52.5 1.5 in/h
45 RAIN BIRD EFB-CP 1"TURF SPRAY 17.2 33.4 40.5 1.44 in/h
46 RAIN BIRD EFB-CP 1"SHRUB SPRAY 8.79 36.6 42.7 1.57 in/h
47 RAIN BIRD EFB-CP 1"SHRUB SPRAY 17.96 38.5 43.3 1.54 in/h
48 RAIN BIRD EFB-CP 1"AREA FOR DRIPLINE 14.84 45.7 49 0.96 in/h
49 RAIN BIRD EFB-CP 1"AREA FOR DRIPLINE 10.64 44.6 47.4 0.96 in/h
50 RAIN BIRD EFB-CP 1"AREA FOR DRIPLINE 16.34 43.1 46.7 0.96 in/h
51 RAIN BIRD EFB-CP 1"AREA FOR DRIPLINE 15.96 46.5 50.0 0.96 in/h
52 RAIN BIRD EFB-CP 1"SHRUB SPRAY 23.22 40.7 46.2 1.79 in/h
53 RAIN BIRD EFB-CP 1"TURF SPRAY 5.75 30.4 32.7 3.14 in/h
54 RAIN BIRD EFB-CP 1"SHRUB SPRAY 17.3 39.8 43.5 1.56 in/h
55 RAIN BIRD EFB-CP 1"SHRUB SPRAY 14.57 37.7 40.1 1.82 in/h
56 RAIN BIRD EFB-CP 1"SHRUB SPRAY 30.08 44.4 50.8 2.06 in/h
57 RAIN BIRD EFB-CP 1"TURF SPRAY 24.09 35.9 41.6 1.68 in/h
58 RAIN BIRD EFB-CP 1"SHRUB SPRAY 7.22 36.8 39.3 1.51 in/h
59 RAIN BIRD EFB-CP 1"SHRUB SPRAY 18.76 38.7 43.7 1.44 in/h
60 RAIN BIRD EFB-CP 1"AREA FOR DRIPLINE 21.33 44.5 50.2 0.96 in/h
61 RAIN BIRD EFB-CP 1"SHRUB SPRAY 8.9 37.0 40.5 1.39 in/h
62 RAIN BIRD EFB-CP 1"SHRUB SPRAY 8.22 37.2 40.6 1.24 in/h
63 RAIN BIRD EFB-CP 1"SHRUB SPRAY 9.61 36.5 39.2 1.07 in/h
64 RAIN BIRD EFB-CP 1"SHRUB SPRAY 11.31 38.3 41.2 1.19 in/h
65 RAIN BIRD EFB-CP 1"SHRUB SPRAY 11.28 37.4 38.6 1.88 in/h
66 RAIN BIRD EFB-CP 1"SHRUB SPRAY 12.4 38.1 39.5 1.98 in/h
67 RAIN BIRD EFB-CP 1"SHRUB SPRAY 24.98 40.4 47.6 1.75 in/h
68 RAIN BIRD EFB-CP 1"SHRUB SPRAY 21.64 41.1 46.1 1.59 in/h
69 RAIN BIRD EFB-CP 1"TURF SPRAY 13.68 32.6 35.8 2.2 in/h
70 RAIN BIRD EFB-CP 1"SHRUB SPRAY 6.21 35.7 38.1 1.91 in/h
71 RAIN BIRD EFB-CP 1"SHRUB SPRAY 5.24 35.3 37.6 1.94 in/h
72 RAIN BIRD EFB-CP 1"SHRUB SPRAY 10.67 37.0 39.9 1.63 in/h
73 RAIN BIRD EFB-CP 1"TURF SPRAY 3.32 30.4 32.6 1.53 in/h
74 RAIN BIRD EFB-CP 1"SHRUB SPRAY 8.04 36.5 38.2 1.43 in/h
75 RAIN BIRD EFB-CP 1"SHRUB ROTOR 21.33 31.7 35.8 0.64 in/h
76 RAIN BIRD EFB-CP 1"SHRUB SPRAY 25.58 42.3 48.1 1.54 in/h
77 RAIN BIRD EFB-CP 1"TURF ROTOR 6.88 26.4 27.1 1.25 in/h
78 RAIN BIRD EFB-CP 1"TURF ROTOR 3.91 25.9 26.4 0.56 in/h
79 RAIN BIRD EFB-CP 1"AREA FOR DRIPLINE 19.61 42.5 45.2 0.96 in/h
80 RAIN BIRD EFB-CP 1"TURF SPRAY 2.5 30.2 29.9 1.67 in/h
81 RAIN BIRD EFB-CP 1"TURF SPRAY 8.64 32.1 29.5 2.63 in/h
82 RAIN BIRD EFB-CP 1"SHRUB ROTOR 8.29 26.8 24.2 0.58 in/h
83 RAIN BIRD EFB-CP 1"AREA FOR DRIPLINE 33.54 39.7 44.9 0.96 in/h
84 RAIN BIRD EFB-CP 1"SHRUB SPRAY 10.18 36.3 34.0 3.01 in/h
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI
HUNTER PROS-02 SR SERIES
TURF SPRAY, 2IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
67 30
HUNTER PROS-02 5 SERIES
TURF SPRAY, 2IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
27 30
HUNTER PROS-02 8 SERIES
TURF SPRAY, 2IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
13 30
HUNTER PROS-02 10 SERIES
TURF SPRAY, 2IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
7 30
HUNTER PROS-02 12 SERIES
TURF SPRAY, 2IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
4 30
HUNTER PROS-02 15 SERIES
TURF SPRAY, 2IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
11 30
HUNTER PROS-02 17 SERIES
TURF SPRAY, 2IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
2 30
HUNTER PROS-02 ADJ SERIES
TURF SPRAY, 2IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
91 30
HUNTER PROS-00 SR SERIES
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
544 35
HUNTER PROS-00 5 SERIES
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
161 35
HUNTER PROS-00 8 SERIES
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
279 35
HUNTER PROS-00 STRIP SERIES
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
22 35
HUNTER PROS-00 10 SERIES
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
242 35
HUNTER PROS-00 12 SERIES
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
49 35
HUNTER PROS-00 15 SERIES
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
17 35
HUNTER PROS-00 17 SERIES
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
1 35
HUNTER PROS-00 ADJ SERIES
SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT
MATERIAL.
192 35
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI
RAIN BIRD 3504-PC-SAM 0.75
TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. WITH
SEAL-A-MATIC CHECK VALVE.
2 25
RAIN BIRD 3504-PC-SAM 1.0
TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. WITH
SEAL-A-MATIC CHECK VALVE.
6 25
RAIN BIRD 3504-PC-SAM 1.5
TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. WITH
SEAL-A-MATIC CHECK VALVE.
2 25
RAIN BIRD 3504-PC-SAM 4.0
TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. WITH
SEAL-A-MATIC CHECK VALVE.
1 25
RAIN BIRD 3500-S-PC-SAM 0.75
SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL CIRCLE. WITH
SEAL-A-MATIC CHECK VALVE.
11 25
RAIN BIRD 3500-S-PC-SAM 1.0
SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL CIRCLE. WITH
SEAL-A-MATIC CHECK VALVE.
9 25
RAIN BIRD 3500-S-PC-SAM 1.5
SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL CIRCLE. WITH
SEAL-A-MATIC CHECK VALVE.
6 25
RAIN BIRD 3500-S-PC-SAM 2.0
SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL CIRCLE. WITH
SEAL-A-MATIC CHECK VALVE.
9 25
RAIN BIRD 3500-S-PC-SAM 3.0
SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL CIRCLE. WITH
SEAL-A-MATIC CHECK VALVE.
2 25
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-09-12
XFS-CV SUB-SURFACE AND ON-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE
LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR
PATTERN. SPECIFY XF INSERT FITTINGS.
10,748 L.F.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
RAIN BIRD EFB-CP
1IN., 1-1/2IN., 2IN. BRASS REMOTE CONTROL VALVE, THAT IS CONTAMINATION
PROOF W/SELF-FLUSHING FILTER SCREEN. GLOBE CONFIGURATION,
RECLAIMED WATER COMPATIBLE, AND PURPLE HANDLE COVER DESIGNATES
NON-POTABLE WATER USE.
84
ZURN 950XL 1"
DOUBLE CHECK VALVE ASSEMBLY
1
RAIN BIRD ESPLXME2-LXMM W/ (3) ESPLXMSM12
48 STATION, TRADITIONALLY-WIRED, COMMERCIAL CONTROLLER.(1)
ESPLXME2 12-STATION, INDOOR/OUTDOOR, PLASTIC WALL-MOUNT
ENCLOSURE W/ (3) ESPLXMSM12 - 12-STATION EXPANSION MODULES.
INSTALL IN LXMM POWDER COATED, METAL WALL-MOUNTED CABINET.
1
RAIN BIRD ESPLXME2-LXMM W/ (3) ESPLXMSM12
48 STATION, TRADITIONALLY-WIRED, COMMERCIAL CONTROLLER.(1)
ESPLXME2 12-STATION, INDOOR/OUTDOOR, PLASTIC WALL-MOUNT
ENCLOSURE W/ (3) ESPLXMSM12 - 12-STATION EXPANSION MODULES.
INSTALL IN LXMM POWDER COATED, METAL WALL-MOUNTED CABINET.
1
RAIN BIRD RAINGAUGE
RAIN SENSOR FOR MAXICOM OR SITECONTROL. CUSTOMIZES WEATHER DATA
BY PROVIDING SITE-SPECIFIC RAINFALL MEASUREMENTS, AND SENDING TO
CENTRAL CONTROLLER DAILY.
1
RAIN BIRD RAINGAUGE
RAIN SENSOR FOR MAXICOM OR SITECONTROL. CUSTOMIZES WEATHER DATA
BY PROVIDING SITE-SPECIFIC RAINFALL MEASUREMENTS, AND SENDING TO
CENTRAL CONTROLLER DAILY.
1
2H2Q 4H4Q 6Q 6H
Q H F
FHTQ
Q T H F
Q T H TT TQ F
Q T H TT TQ F
HQ
2H2Q 4H4Q 6Q 6H
Q H F
FHTQ
SST
Q T H F
Q T H TT TQ F
Q T H TT TQ F
HQ
0.75
1.0
1.5
4.0
0.75
1.0
1.5
2.0
3.0
BF
C1
C2
R1
R2
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI
HUNTER PROS-02 SR SERIESWATER METER 1"1
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 12,834 L.F.
IRRIGATION MAINLINE: PVC SCHEDULE 80 3,305 L.F.
PIPE SLEEVE: PVC CLASS 200 SDR 21 1,228 L.F.
M
#"
#
Valve Number
Valve Size
Valve Flow
Valve Callout
#
Generated:2023-07-19 13:31
P.O.C. NUMBER: 01
Water Source Information:
FLOW AVAILABLE
Water Meter Size:1"
Flow Available 37.5 GPM
PRESSURE AVAILABLE
Static Pressure at POC:56 PSI
Elevation Change:5.00 ft
Service Line Size:3"
Length of Service Line:20 ft
Pressure Available:54 PSI
DESIGN ANALYSIS
Maximum Station Flow:33.54 GPM
Flow Available at POC:37.5 GPM
Residual Flow Available:3.96 GPM
Critical Station:44
Design Pressure:35 PSI
Friction Loss:3.74 PSI
Fittings Loss:0.37 PSI
Elevation Loss:0 PSI
Loss through Valve:3.71 PSI
Pressure Req. at Critical Station:42.8 PSI
Loss for Fittings:0.0 PSI
Loss for Main Line:0.01 PSI
Loss for POC to Valve Elevation:0 PSI
Loss for Backflow:5.78 PSI
Loss for Water Meter:3.87 PSI
Critical Station Pressure at POC:52.5 PSI
Pressure Available:54 PSI
Residual Pressure Available:1.52 PSI
9/
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
TOWNS ON 12TH
TO
W
N
S
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1
2
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TO
W
N
S
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3916 & 3926 NE 12TH ST, RENTON, WA 98056
C:
2
3
0
0
2
0
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2
2
-
0
0
0
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5
VALVE SCHEDULE
GENERAL IRRIGATION NOTES EQUIPMENT SCHEDULE
PART 1
1. THE IRRIGATION SYSTEM WILL BE DESIGNED, INSTALLED AND MANAGED USING THE ISSAQUAH HIGHLANDS MASTER WATER
CONSERVATION PROGRAM.
2. IRRIGATION WILL BE PROVIDED TO ALL LANDSCAPING UNLESS OTHERWISE NOTED.
3. FULL AND COMPLETE HEAD TO HEAD IRRIGATION COVERAGE IS REQUIRED. MAKE ADJUSTMENTS TO LAYOUT FOR IRRIGATION ZONE
PRESSURE AND TO ACHIEVE FULL COVERAGE OF IRRIGATED AREAS WITHOUT OVERTHROW ONTO ROADWAYS, SIDEWALKS OR
BUILDINGS.
4. MAINTAIN A COMPLETE SET OF RECORD DRAWINGS, CORRECTED DAILY, TO SHOW LOCATION OF SYSTEM COMPONENTS. SUBMIT
COPIES AS REQUESTED.
5. AT COMPLETION, SUBMIT 1 FULL SIZE AND ONE HALF SIZE CAD PRODUCED PLAN AT THE SAME SCALE AS THE CONSTRUCTION
PLANS, INDICATING THE LOCATIONS OF MAINLINES, VALVES, BACKFLOW PREVENTION DEVICES, ZONE OUTLINES AND OTHER
SYSTEM ELEMENTS. INDICATE LOCATIONS WITH DIMENSIONS FROM BUILDINGS, CURB LINES OR OTHER FIXED SITE FEATURES.
INCLUDE ONE COPY OF CAD FILE ON CD.
6. SUBMIT TWO SETS OF KEYS, QUICK COUPLER OPERATING KEYS, AND UNIQUE TOLLS OR DEVICES NEEDED TO ACCESS, OPERATE,
ADJUST OR MAINTAIN THE SYSTEM. OBTAIN RECEIPT INDICATING LOCATION AND CUSTODIAN OF EACH SET.
7.MAKE REPAIRS AND REPLACEMENTS AND GUARANTEE THE SATISFACTORY OPERATION OF THE SYSTEM IN EVERY DETAIL FOR A
PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. ALL WARRANTY REPAIRS OR REPLACEMENTS SHALL BE AT THE
CONTRACTOR'S EXPENSE.
8.TESTING:
a.NOTIFY THE OWNER AT LEAST 48 HOURS PRIOR TO ALL TESTS AND INSPECTIONS. INSPECTION REPORTS MUST BE MADE FOR
ALL TESTS.
b.THOROUGHLY FLUSH PIPING BEFORE TESTING AND INSTALLATION OF SPRINKLERS.
c.TEST ALL EXPOSED MAINLINE PIPING, VALVES, JOINTS AND FITTINGS AT 150 PSI. IF PRESSURE LOSS OCCURS BEYOND
ACCEPTED MAXIMUM, INSPECT THE ENTIRE SYSTEM, MAKE WATERTIGHT AND RETEST TO MEET SPECIFICATIONS.
d.SYSTEM WILL PASS TEST WHEN IT MAINTAINS LESS THAN A 5% DROP OVER A 30-MINUTE TEST PERIOD.
12.INSPECTION: UPON COMPLETION OF THE INSTALLATION AND ADJUSTING OF THE IRRIGATION SYSTEM, NOTIFY THE OWNER FOR A
SYSTEM INSPECTION. AT THAT TIME PRESENT THE FOLLOWING.
a.ZONE BY ZONE SYSTEM DEMONSTRATION AND COVERAGE TEST.
b.LOCATION OF MAJOR SYSTEM COMPONENTS.
c.WINTERIZATION AND MAINTENANCE PROCEDURES.
d.PROCEDURES FOR SETTING THE CONTROLLER.
PART 3
1. PIPE:
a. MAINLINE AND LATERAL LINES: MAINLINE 2" SCHEDULE 40 PVC PIPE. LATERALS NSF APPROVED CLASS 200 PVC.
2. FITTINGS:
a. SOLVENT WELDED SOCKET TYPE: ASTM D 2466, PVC. PIPE FITTING. SCHEDULE 40.
b. THREADED TYPE: ASTM D 2464, PVC PIPE FITTINGS, SCHEDULE 80.
c. SLEEVES: ASTM D 1785, NSF APPROVED, PVC SCHEDULE 40.
3. JOINTING MATERIALS:
a. PVC SOLVENT CEMENT: WELD- ON PLASTIC PIPE CEMENT, 721 FOR PVC
b. PVC PRIMER AND CLEANER: WELD-ON PRIMER P-70 PUC/CPUC PURPLE PRIMER.
c.TEFLON TAPE SEALER: ½ INCH WIDE, USED AT ALL THREADED JOINTS.
1. VALVES AND ACCESSORIES:
a. AUTOMATIC CONTROL VALVE: RAINBIRD PEB SERIES.
b. GATE VALVE: BRASS, LINE SIZE.
c. MANUAL DRAIN VALVE: BRASS ¾ INCH BALL VALVE.
a. QUICK COUPLING VALVE: BRONZE, TWO PIECE CONSTRUCTION, 1 INCH SIZE, RAINBIRD44LRC, OR APPROVED EQUAL, ON A 1
INCH 3-WAY LASCO PVC SWING JOINT.
5. VALVE BOXES:
a. CONTROL VALVES: 11” X 17” CARSON VALVE BOX
b. GATE VALVES: CARSON 10” ROUND.
c. HOSE BIBS AND QUICK COUPLER VALVES: CARSON 10” ROUND.
d. BACK FLOW PREVENTION DEVICES: AS PER CITY OF ISSAQUAH SPECIFICATIONS.
b. MANUAL DRAIN VALVES: CARSON 6” ROUND VALVE BOX.
6. GATE AND DRAIN VALVE OPERATING KEY: HEAVY GALVANIZED IRON KEY.
7. QUICK COUPLER KEY AND HOSE SWIVEL: BRASS, AS SUPPLIED BY THE RAINBIRD CORPORATION TO FIT THE QUICK COUPLER AS
SHOWN ON DRAWINGS.
8. BACKFLOW PREVENTION DEVICES: WILKINS 950XLT, 11
2" DOUBLE CHECK VALVE.
9. PRESSURE REDUCING VALVE: 112" WILKINS 600
10. AUTOMATIC CONTROLLERS: ISSAQUAH HIGHLAND CUSTOM AS PROVIDED BY UNITED PIPE AND SUPPLY REDMOND, WASHINGTON.
NO EXCEPTIONS.
11. WATER METER: SENSUS METER, SRIITRPL IN CUBIC FEET WITH AMR REGISTER AND LID ADAPTERS PER CITY OF ISSAQUAH SPECS.
12. FLOW SENSORS: DATA INDUSTRIAL, IR-220P
13. SPRINKLERS: ROTOR HEADS TO BE MP ROTATORS, SPRAY HEADS TO BE RAINBIRD 1812-SAM WITH MPR NOZZLES
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 WAT 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 A TORO DISC FILTER (ALFD75150-L) OR APPROVED SUBSTITUTE.
14. LOW VOLTAGE CONTROL WIRE:
a. WIRE: SOLID COPPER, UL LISTED FOR DIRECT BURIAL IN GROUND, MINIMUM SIZE #14, UP TO 1,500 FT. AND #12, ABOVE
1,500 FT., CONTROLLER A (RED FOR POSITIVE, WHITE FOR COMMON), CONTROLLER B (BLUE (OR NON-RED) FOR POSITIVE, WHITE
FOR COMMON). ALL SPARE WIRES TO BE ORANGE.
b. CONNECTORS: DBY OR DBR AS MANUFACTURED BY 3-M CORPORATION.
EQUIPMENT SCHEDULE (CONT.)
CRITICAL ANALYSIS
R-425554
NOT TO SCALE
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
INTERIOR WALL
MODEL X-CORE-X00i
CONTROL WIRE IN ELECTRICAL
CONDUIT. SIZE AND TYPE
PER LOCAL CODE
PLUG-IN TRANSFORMER
DETAIL - CONTROLLER WALL MOUNT
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.
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.
DETAIL - HEAD LAYOUT
DETAIL - ZONE CONTROL VALVE DETAIL - TRENCHING
24
"
M
I
N
18
"
M
I
N
AUTOMATIC 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
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
TO SLEEVE PIPE INSTALLATION.
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
DETAIL - POINT OF CONNECTION
NOT TO SCALE NOT TO SCALENOT TO SCALE
NOT TO SCALE
SPRAY HEAD SECTION VIEW
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
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 PLAN
12
"
M
I
N
NOT TO SCALE
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
CONNECTION AND WATER METER
GALVANIZED PIPE TO POINT OF
BRASS QUICK COUPLER VALVE (RAINBIRD 44LRC)
VALVE BOX (CARSON JUMBO BOX)
APPROVED DOUBLE CHECK VALVE (SEE DETAIL HEREON)
PVC IRRIGATION MAIN (SCHEDULE 40)
M
Q
FLOW SENSOR
FROM SOURCE
2" BRASS BALL VALVE
PVC PIPE (SCHEDULE 80)
NOT TO SCALE
DETAIL - POINT OF CONNECTION PLAN (NO PRV)
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.
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
NOT TO SCALE
24" MAX.
15" MIN.30" MIN.
50" MIN. UNINTERRUPTED FLOW
STANDARD VAULT PER SPECIFICATIONS
TEE WITH 1" FLOW SENSOR,
SEE SPECS.
NOTES:
1. DO NOT ALLOW VAULT TO REST ON PIPE
2. PROVIDE MIN. 6" DEPTH DRAIN ROCK.
3. USE PE-89 WIRE FOR CONNECTION TO FLOW MONITOR.
MAIN LINE
BUSHING, TYPICAL
MAIN LINE SECTION
18" MIN.
TO MASTER VALVEFLOW
PVC SCH 80
DETAIL - FLOW SENSOR
SAME SIZE AS FLOW SENSORTEE
NOT TO SCALE
1
HUNTER WRF-CLIK WIRELESS RAIN/FREEZE SENSOR
3
PLASTIC TIE DOWN STRAP
2
EAVE OF BUILDING
3
1 2
4
MOUNTING BRACKET4
NOT TO SCALE
DETAIL - RAIN SENSOR (ROOF MOUNT)
9/
1
3
/
2
0
2
4
1
:
0
2
P
M
J:
\
2
0
2
1
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2
1
0
0
8
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L
A
N
D
S
C
A
P
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\
F
I
N
A
L
\
S
H
E
E
T
S
\
2
1
0
0
8
L
4
.
3
1
.
D
W
G
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
TOWNS ON 12TH
TO
W
N
S
O
N
1
2
T
H
TO
W
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S
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1
2
T
H
3916 & 3926 NE 12TH ST, RENTON, WA 98056
C:
2
3
0
0
2
0
1
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LU
A
:
2
2
-
0
0
0
1
8
0
PR
:
2
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0
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0
1
6
0
TE
D
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5
5
R-425555