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101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
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11321-B NE 120th Street
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTLEGEND ABBREVIATIONS GENERAL PROJECT NOTES
LEGEND, ABBREVIATION, AND GENERAL NOTES2R-421802
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CURRENT PLANNING DEVELOPMENT ENGINEERING
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WATER UTILITY
ABDOUL GAFOUR 11/4/22
SURFACE WATER UTILITY
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REGIONAL FIRE AUTHORITY
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APPROVED
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101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTCITY OF RENTON STANDARD NOTES
WET SEASON SPECIAL PROVISIONS
CITY OF RENTON
STANDARD PLAN NOTES3 R-421803
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101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
11/15
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTCITY OF RENTON STANDARD NOTES
WET SEASON SPECIAL PROVISIONS
CITY OF RENTON
STANDARD PLAN NOTES3 R-421803
DEVELOPMENT ENGINEERING
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DEMOLITION NOTES
LEGEND
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HARRINGTON AVE NE
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101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
11/15
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTIN )EETPLAN
DEMO PLAN6 R-421806
DEMOLITION NOTES
LEGEND
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HARRINGTON AVE NE
Δ
Δ
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101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTIN )EETPLAN
N
DEMO PLAN6 R-421806
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101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
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Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTTYPICAL CLEARING LIMITS
CONSTRUCTION FENCE
TESC DETAILS8 R-421808
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101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
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11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTTYPICAL CLEARING LIMITS
CONSTRUCTION FENCE
TESC DETAILS8 R-421808
DEVELOPMENT ENGINEERING
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DRAFTHARRINGTON AVE NE RESIDENTIAL ACCESS
D TY3ICAL DRIVE:AY SECTION
NE SUNSET BLVD 3RINCI3AL ARTERIAL
C TY3ICAL DRIVE:AY SECTION
BA
HARRINGTON AVE NE RESIDENTIAL ACCESS E
N
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HARRINGTON AVE NE
DRIVE A
LEGEND
APPROXIMATE EARTHWORK QUANTITIES
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101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
11/15
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2
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTOVERALL GRADING PLAN11 R-421811
DEVELOPMENT ENGINEERING
JChavez 11/23/2022
N
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HARRINGTON AVE NE
DRIVE A
UP UP
LEGEND
APPROXIMATE EARTHWORK QUANTITIES
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before you dig.Call
R
101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
11/15
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2
0
2
2
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTIN )EETPLAN
N
OVERALL GRADING PLAN11 R-421811
DEVELOPMENT ENGINEERING
JChavez 11/23/2022
LEGEND
CONSTRUCTION NOTES
NE SUNSET BLVDDRIVE A
CB50,
CB55,
CB60,
CB20, CB15,
CB05,
CB10,
WQ01
TRENCH DRAIN CB
CB60, CB20,
CB15,
CB55,
CB10,
CB05,
CB50,
CB45, SAME CBWQ01,
CB45,
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101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
11/15
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0
2
2
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTIN )EETVERT
IN )EETHORI=
N
DRIVE A PLAN AND PROFILE13 R-421813
DEVELOPMENT ENGINEERING
JChavez 11/23/2022
SURFACE WATER UTILITY
jfarah 11/23/2022
LEGEND
CONSTRUCTION NOTES
NE SUNSET BLVDDRIVE A
CB50,
CB55,
CB60,
CB20, CB15,
CB05,
CB10,
WQ01
TRENCH DRAIN CB
CB60, CB20,
CB15,
CB55,
CB10,
CB05,
CB50,
CB45, SAME CBWQ01,
CB45,
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R
101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
11/15
/
2
0
2
2
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTIN )EETVERT
IN )EETHORI=
N
DRIVE A PLAN AND PROFILE13 R-421813
DEVELOPMENT ENGINEERING
JChavez 11/23/2022
SURFACE WATER UTILITY
jfarah 11/23/2022
condition of approval:
trash enclosure floor drain must
connect to sewer system.
NE SUNSET
BLVD
HARRINGTON AVE NE
LEGEND
CONSTRUCTION NOTES
CB35,
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101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
11/15
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTIN )EETVERT
IN )EETHORI=
N
FRONTAGE PLAN15 R-421815
DEVELOPMENT ENGINEERING
JChavez 11/23/2022
NE SUNSET
BLVD
HARRINGTON AVE NE
LEGEND
CONSTRUCTION NOTES
CB35,
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R
101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
11/15
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2
0
2
2
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTIN )EETVERT
IN )EETHORI=
N
FRONTAGE PLAN15 R-421815
DEVELOPMENT ENGINEERING
JChavez 11/23/2022
Know what'sbelow.
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R
101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
11/15
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2
0
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2
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTGRADING AND DRAINAGE DETAILS17R-421817
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101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
11/15
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2
0
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2
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTGRADING AND DRAINAGE DETAILS17R-421817
DEVELOPMENT ENGINEERING
JChavez 11/23/2022
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101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
11/15
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2
0
2
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTGRADING AND DRAINAGE DETAILS19R-421819
DEVELOPMENT ENGINEERING
JChavez 11/23/2022
Know what'sbelow.
before you dig.Call
R
101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
11/15
/
2
0
2
2
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTGRADING AND DRAINAGE DETAILS19R-421819
DEVELOPMENT ENGINEERING
JChavez 11/23/2022
DEVELOPMENT ENGINEERING
JChavez 11/23/2022
CONSTRUCTION NOTES
LEGEND
NE
S
UN
S
E
T
B
L
VD
HARRINGTON AVE NE
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R
101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
11/15
/
2
0
2
2
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTIN )EETPLAN
N
OVERALL SEWER AND WATER PLAN22R-421822
DEVELOPMENT ENGINEERING
JChavez 11/23/2022
CONSTRUCTION NOTES
LEGEND
NE
S
UN
S
E
T
B
L
VD
HARRINGTON AVE NE
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R
101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
11/15
/
2
0
2
2
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTIN )EETPLAN
N
OVERALL SEWER AND WATER PLAN22R-421822
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101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
11/15
/
2
0
2
2
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTSEWER AND WATER DETAILS24 R-421824
FIRE HYDRANT
UTILITY CROSSING DATA
TYPICAL UTILITY CROSSING WATER MAIN
HARRINGTON AVE NE
N
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B
L
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D
SEE SHEET L1.11
FOR LEVEL 3
GREEN ROOF
OVERHANG ABOVE
OUTDOOR FURNITUREL1.12
4
PLANTING LEGEND
Existing Tree to remain PROVIDE TREE PROTECTION FENCING AT CRITICAL
ROOT ZONE
Cornus kousa 2" Cal., 6'
Min. Ht.AS SHOWN
Carpinus caroliniana 2" Cal., 6'
Min. Ht.AS SHOWN
Cercis canadensis 2" Cal., 6'
Min. Ht.AS SHOWN
Large Shrubs
Mahonia aquifolium 18" Min. Ht.AS SHOWN
Myrica californica 18" Min. Ht.AS SHOWN
Philadelphus lewisii 18" Min. Ht.AS SHOWN
Ribes Sanguineum 18" Min. Ht.AS SHOWN
Small/Medium Shrubs
Ceanothus gloriosus
'Point Reyes'5 Gal.AS SHOWN
Cornus sericea 'Kelseyi''2 Gal.AS SHOWN
Spiraea bumalda
'Goldflame'2 Gal.AS SHOWN
Rhododendron x 'PJM'5 Gal.AS SHOWN
Vaccinium ovatum Evergreen
Huckleberry 5 Gal.AS SHOWN
Escallonia 'compacta"Compact Escallonia 5 Gal.AS SHOWN
Viburnum davidii David Viburnum 2 Gal.AS SHOWN
Festuca glauca 'Elijah
Blue'1 Gal.AS SHOWN
Polystichum munitum 1 Gal.AS SHOWN
Arctostaphylos uva-ursi 1 Gal.18" O.C., TRIANGLE
SPACING
SEEDED LAWN See specifications
101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218TREE REPLACEMENT
EXISTING SIGNIFICANT TREES 3
TREES TO BE REMOVED 3
TREES REQUIRED TO BE SAVED:
(Commercial Zone: 10%)0.3
REQUIRED REPLACEMENT CALIPER
INCHES (0.3 x 12 cal. inches per tree)4"
SIZE OF REPLACEMENT TREES 2"
REPLACEMENT TREES REQUIRED 2
NOTES:
1.SEE SHEET L1.10 FOR PLANTING DETAILS AND NOTES.
2.SEE SHEET L3.01 FOR IRRIGATION BIDDER DESIGN SPECIFICATIONS.
3.SEE SHEETS L1.11 & L1.12 FOR GREEN ROOF PLAN AND DETAILS.
LANDSCAPE PLAN25 R-421825
1
1
1
FINISH GRADE
3 WELL COMPOSTED BARK MULCH
REMOVE TOP HALF OF WIRE CAGE
CUT AND REMOVE BURLAP
FROM ROOTBALL
PLANT MIX
REFER TO SPECIFICATIONS
TOP OF ROOTBALL, ROOT FLARE SHOULD
BE EVIDENT. IF ROOT FLARE IS NOT EVIDENT,
THEN SCRAPE OFF THE TOP LAYER OF SOIL
BUILD UP ON TOP OF ROOTBALL FROM NURSERY.
UNDISTURBED GRADE
EXCAVATE ONLY TO SPECIFIED
PLANTING DEPTH TO ENSURE
STABLE BASE
BREAK APART EDGE OF EXCAVATION
W/ SHOVEL AND BLEND PLANT MIX
W/ EXISTING SOIL TO PROVIDE
TRANSITION TO UNDISTURBED GRADE
NOTE EXAMINE ENTIRE TREE AND REMOVE
ALL NURSERY TAGS, ROPE, STRING, OR
SURVEYORS TAPE TO PREVENT FUTURE
GIRDLING.
SURROUNDING SOIL SHOULD NOT
EXCEED 0 COMPACTION, DRAINAGE
WILL BE REQUIRED IF COMPACTED
SOILS ARE PRESENT
TEMPORARY WATERING BASIN
2 1
2 HARDWOOD STAKES. ALIGN
STAKES PARALLEL W/ ROAD/ WALKS
OR PARALLEL W/ DIRECTION OF
PREVAILING WIND, REFER TO TREE
STAKING DETAIL
NYLON STRAP
WITH 3/4 GROMMETS,
REFER TO SPECIFICATIONS
FASTEN WIRE BELOW POINT OF
MAJOR BRANCHING OR TO MAJOR
OUTSIDE TRUNK.
1
-6
1
-0 MIN
AS REQ
D
SEE SPECS
1
-0 MIN
1
-61
-0SURROUNDING SOIL SHOULD NOT
EXCEED 0 COMPACTION, DRAINAGE
WILL BE REQUIRED IF COMPACTED
SOILS ARE PRESENT
NOTES
1.EXAMINE ENTIRE TREE AND REMOVE
ALL NURSERY TAGS, ROPE, STRING, OR
SURVEYORS TAPE TO PREVENT FUTURE GIRDLING.
2. EXCAVATE TREE PIT TO A MINIMUM OF TWICE
THE DIAMETER OF THE ROOTBALL OR CONTAINER.
12 X 1 1/2 NYLON/COTTON WEAVE
TIES WITH 3/4 GROMMETS
1/ 7 X 7 STEEL CABLE FASTENED
W/ (2) =INC PLATED CABLE CLAMPS.
COVER GUYS W/3
OF 3/ DIA. SLIP
PLASTIC TUBING.
TEMPORARY WATERING BASIN
(3) DUCKBILL TYPE ANCHORS
TURNBUCKLE, EYE EYE, =INC
PLATED, 10 5/ OPEN LENGTH, 3/
THREAD DIA. INSTALL W/ TURNBUCKLE
IN OPEN POSITION.
BREAK APART EDGE OF EXCAVATION
W/ SHOVEL AND BLEND PLANT MIX
W/ EXISTING SOIL TO PROVIDE
TRANSITION TO UNDISTURBED GRADE.
UNDISTURBED GRADE
ESCAVATE ONLY TO SPECIFIED
PLANTING DEPTH TO ENSURE
STABLE BASE
FINISH GRADE
PLANT MIX
REFER TO SPECIFICATIONS
CUT AND REMOVE ALL WIRE
COMPLETELY FROM AROUND
ROOTBALL AND PEEL BURLAP
AWAY FROM UPPER 1/3 OF
ROOTBALL PRIOR TO BACKFILLING
3 BARK MULCH PLACED OVER
PLANTING AREA
TOP OF ROOTBALL, ROOT FLARE
SHOULD BE EVIDENT. IF ROOT
FLARE IS NOT EVIDENT,THEN
SCRAPE OFF THE TOP LAYER OF
SOIL BUILD UP ON TOP OF
ROOTBALL.
1
-6
1
-0 MIN
AS REQ
D
SEE SPECS
1
-0 MIN
1
-6
NOTE
SPACING DROW A
NUMBER OF
PLANTS/SQ. FT.
5
O.C.
4
O.C.
36 O.C.
30 O.C.
24 O.C.
41.52
31.20
26.00
20.76
51.96
0.2
0.1
0.04
0.12
0.07
D
A
D D
D
A D
2. CONTINUOUS PLANTING PITS FILLED WITH PLANTING
MIX PER THE DEPTH AS NOTED IN THE SPECIFICATIONS
IS REQUIRED.
SUB GRADE
CONTINUOUS PLANTING
PIT FILLED WITH PLANTING
MIX AS SPECIFIED
SHRUB ROOTBALL
MULCH, AS SPECIFIED.
STAKE AS SPECIFIED
FINISH GRADE
SEE SPECS.FOR DEPTH1
-0
MIN
SEE PLAN
FOR SPACING
ALL EQUAL OR
AS SHOWN ON
PLANTING PLAN
PLANT ROW
PLANT CENTER
PLANT SPACING
1. QUANTITY OF SHRUBS AND SPACING
AS NOTED IN PLANTING SCHEDULE.
PLANTING NOTES
1.ALL PLANT MATERIAL SHALL BE INSTALLED AS PER THE CONTRACT DOCUMENTS
AND SPECIFICATIONS, AND PER CITY OF RENTON STANDARDS.
2.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
WITH THE GENERAL CONTRACTOR AND IF NECESSARY OTHER SUB
CONTRACTORS AS REQUIRED TO ACCOMPLISH PLANT MATERIAL INSTALLATION.
3.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE TO LOCATE ALL
UNDERGROUND UTILITIES PRIOR TO STARTING WORK.
4.ALL PLANT MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY
THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY THE
AMERICANHORT. ALL TREES AND SHRUBS OF THE SAME SPECIES AND SI=E
SHALL HAVE MATCHING HEIGHT AND FORM UNLESS OTHERWISE NOTED ON THE
PLANS.
5.CONTRACTOR SHALL SUPPLY ALL PLANT MATERIAL IN QUANTITIES SUFFICIENT
TO COMPLETE THE PLANTINGS SHOWN IN THE CONTRACT DOCUMENTS.
DISCREPANCIES IN QUANTITIES SHALL BE BROUGHT TO THE ATTENTION OF THE
OWNER IMMEDIATELY.
6.CONTRACTOR SHALL FURNISH PLANT MATERIAL FREE OF PESTS OR PLANT
DISEASES. PRESELECTED OR TAGGED MATERIAL MUST BE INSPECTED BY THE
CONTRACTOR AND CERTIFIED PEST AND DISEASE FREE. IT IS THE
CONTRACTOR
S RESPONSIBILITY TO WARRANTY ALL PLANT MATERIAL BASED
ON THE CONTRACT DOCUMENTS AND SPECIFICATIONS.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING
HARDSCAPE OR SOFTSCAPE MATERIALS DAMAGED DURING PLANTING
OPERATIONS.
.ALL LANDSCAPE AREAS SHALL RECEIVE 2 SETTLED DEPTH OF ORGANIC BARK
MULCH THROUGHOUT. HAND DETAIL BY REMOVING EXCESS OR ACCUMULATED
MULCH FROM AROUND THE BASE OF ALL PLANTS.
10.ALL NEW LANDSCAPE AND TURF AREAS SHALL RECEIVE MINIMUM
COMPACTED DEPTH SPECIFIED IMPORT TOPSPOIL. SCARIFY SUBGRADE TO A
DEPTH OF 6 AND REMOVE ALL ROCKS AND OTHER DEBRIS OVER 2 DIAMETER
PRIOR TO TOPSOIL PLACEMENT.
11.ORGANIC CONTENT OF SOILS IN ANY LANDSCAPE AREA OTHER THAN TURF
AREAS SHALL BE AS NECESSARY TO PROVIDE ADEQUATE NUTRIENT AND
MOISTURE-RETENTION LEVELS FOR THE ESTABLISHMENT OF PLANTINGS.
12.ALL LANDSCAPE AREAS SHALL CONFORM TO CITY OF RENTON REQUIREMENTS.
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6
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INSTALLED AT LEAST 5
BEYOND DRIP LINE
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SCALE
SHRUB PLANTING
NTS2
SCALE
DECIDUOUS TREE PLANTING
NTS4
SCALE
EVERGREEN TREE PLANTING
NTS3
SCALE
TREE PROTECTION
NTS1
FINISH GRADE
3" WELL COMPOSTED BARK MULCH
REMOVE TOP HALF OF WIRE CAGE
CUT AND REMOVE BURLAP
FROM ROOTBALL
PLANT MIX
REFER TO SPECIFICATIONS
TOP OF ROOTBALL, ROOT FLARE SHOULD
BE EVIDENT. IF ROOT FLARE IS NOT EVIDENT,
THEN SCRAPE OFF THE TOP LAYER OF SOIL
BUILD UP ON TOP OF ROOTBALL FROM NURSERY.
UNDISTURBED GRADE
EXCAVATE ONLY TO SPECIFIED
PLANTING DEPTH TO ENSURE
STABLE BASE
BREAK APART EDGE OF EXCAVATION
W/ SHOVEL AND BLEND PLANT MIX
W/ EXISTING SOIL TO PROVIDE
TRANSITION TO UNDISTURBED GRADE
NOTE: EXAMINE ENTIRE TREE AND REMOVE
ALL NURSERY TAGS, ROPE, STRING, OR
SURVEYORS TAPE TO PREVENT FUTURE
GIRDLING.
SURROUNDING SOIL SHOULD NOT
EXCEED 80% COMPACTION, DRAINAGE
WILL BE REQUIRED IF COMPACTED
SOILS ARE PRESENT
TEMPORARY WATERING BASIN
2 12" HARDWOOD STAKES. ALIGN
STAKES PARALLEL W/ ROAD/ WALKS
OR PARALLEL W/ DIRECTION OF
PREVAILING WIND, REFER TO TREE
STAKING DETAIL
NYLON STRAP
WITH 3/4" GROMMETS,
REFER TO SPECIFICATIONS
FASTEN WIRE BELOW POINT OF
MAJOR BRANCHING OR TO MAJOR
OUTSIDE TRUNK.
1'-6"
1'-0" MIN
AS REQ'D
SEE SPECS
1'-0" MIN
1'-6"1'-0"SURROUNDING SOIL SHOULD NOT
EXCEED 80% COMPACTION, DRAINAGE
WILL BE REQUIRED IF COMPACTED
SOILS ARE PRESENT
NOTES:
1.EXAMINE ENTIRE TREE AND REMOVE
ALL NURSERY TAGS, ROPE, STRING, OR
SURVEYORS TAPE TO PREVENT FUTURE GIRDLING.
2. EXCAVATE TREE PIT TO A MINIMUM OF TWICE
THE DIAMETER OF THE ROOTBALL OR CONTAINER.
12" X 1 1/2" NYLON/COTTON WEAVE
TIES WITH 3/4" GROMMETS
1/8" 7 X 7 STEEL CABLE FASTENED
W/ (2) ZINC PLATED CABLE CLAMPS.
COVER GUYS W/3' OF 3/8" DIA. SLIP
PLASTIC TUBING.
TEMPORARY WATERING BASIN
(3) DUCKBILL TYPE ANCHORS
TURNBUCKLE, EYE & EYE, ZINC
PLATED, 10 5/8" OPEN LENGTH, 3/8"
THREAD DIA. INSTALL W/ TURNBUCKLE
IN OPEN POSITION.
BREAK APART EDGE OF EXCAVATION
W/ SHOVEL AND BLEND PLANT MIX
W/ EXISTING SOIL TO PROVIDE
TRANSITION TO UNDISTURBED GRADE.
UNDISTURBED GRADE:
ESCAVATE ONLY TO SPECIFIED
PLANTING DEPTH TO ENSURE
STABLE BASE
FINISH GRADE
PLANT MIX
REFER TO SPECIFICATIONS
CUT AND REMOVE ALL WIRE
COMPLETELY FROM AROUND
ROOTBALL AND PEEL BURLAP
AWAY FROM UPPER 1/3 OF
ROOTBALL PRIOR TO BACKFILLING
3" BARK MULCH PLACED OVER
PLANTING AREA
TOP OF ROOTBALL, ROOT FLARE
SHOULD BE EVIDENT. IF ROOT
FLARE IS NOT EVIDENT,THEN
SCRAPE OFF THE TOP LAYER OF
SOIL BUILD UP ON TOP OF
ROOTBALL.
1'-6"
1'-0" MIN
AS REQ'D
SEE SPECS
1'-0" MIN
1'-6"
NOTE:
SPACING "D"ROW "A"
NUMBER OF
PLANTS/SQ. FT.
5' O.C.
4' O.C.
36" O.C.
30" O.C.
24" O.C.
41.52"
31.20"
26.00"
20.76"
51.96"
0.28
0.18
0.04
0.12
0.07
D
A
D D
D
A D
2. CONTINUOUS PLANTING PITS FILLED WITH PLANTING
MIX PER THE DEPTH AS NOTED IN THE SPECIFICATIONS
IS REQUIRED.
SUB GRADE
CONTINUOUS PLANTING
PIT FILLED WITH PLANTING
MIX AS SPECIFIED
SHRUB ROOTBALL
MULCH, AS SPECIFIED.
STAKE AS SPECIFIED
FINISH GRADE
SEE SPECS.FOR DEPTH1'-0"
MIN
SEE PLAN
FOR SPACING
ALL EQUAL OR
AS SHOWN ON
PLANTING PLAN
PLANT ROW
PLANT CENTER
PLANT SPACING
1. QUANTITY OF SHRUBS AND SPACING
AS NOTED IN PLANTING SCHEDULE.
PLANTING NOTES
1.ALL PLANT MATERIAL SHALL BE INSTALLED AS PER THE CONTRACT DOCUMENTS
AND SPECIFICATIONS, AND PER CITY OF RENTON STANDARDS.
2.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
WITH THE GENERAL CONTRACTOR AND IF NECESSARY OTHER SUB
CONTRACTORS AS REQUIRED TO ACCOMPLISH PLANT MATERIAL INSTALLATION.
3.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE TO LOCATE ALL
UNDERGROUND UTILITIES PRIOR TO STARTING WORK.
4.ALL PLANT MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY
THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY THE
AMERICANHORT. ALL TREES AND SHRUBS OF THE SAME SPECIES AND SIZE
SHALL HAVE MATCHING HEIGHT AND FORM UNLESS OTHERWISE NOTED ON THE
PLANS.
5.CONTRACTOR SHALL SUPPLY ALL PLANT MATERIAL IN QUANTITIES SUFFICIENT
TO COMPLETE THE PLANTINGS SHOWN IN THE CONTRACT DOCUMENTS.
DISCREPANCIES IN QUANTITIES SHALL BE BROUGHT TO THE ATTENTION OF THE
OWNER IMMEDIATELY.
6.CONTRACTOR SHALL FURNISH PLANT MATERIAL FREE OF PESTS OR PLANT
DISEASES. PRESELECTED OR "TAGGED" MATERIAL MUST BE INSPECTED BY THE
CONTRACTOR AND CERTIFIED PEST AND DISEASE FREE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO WARRANTY ALL PLANT MATERIAL BASED
ON THE CONTRACT DOCUMENTS AND SPECIFICATIONS.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING
HARDSCAPE OR SOFTSCAPE MATERIALS DAMAGED DURING PLANTING
OPERATIONS.
8.ALL LANDSCAPE AREAS SHALL RECEIVE 2" SETTLED DEPTH OF ORGANIC BARK
MULCH THROUGHOUT. HAND DETAIL BY REMOVING EXCESS OR ACCUMULATED
MULCH FROM AROUND THE BASE OF ALL PLANTS.
10.ALL NEW LANDSCAPE AND TURF AREAS SHALL RECEIVE MINIMUM 8"
COMPACTED DEPTH SPECIFIED IMPORT TOPSPOIL. SCARIFY SUBGRADE TO A
DEPTH OF 6" AND REMOVE ALL ROCKS AND OTHER DEBRIS OVER 2" DIAMETER
PRIOR TO TOPSOIL PLACEMENT.
11.ORGANIC CONTENT OF SOILS IN ANY LANDSCAPE AREA OTHER THAN TURF
AREAS SHALL BE AS NECESSARY TO PROVIDE ADEQUATE NUTRIENT AND
MOISTURE-RETENTION LEVELS FOR THE ESTABLISHMENT OF PLANTINGS.
12.ALL LANDSCAPE AREAS SHALL CONFORM TO CITY OF RENTON REQUIREMENTS.
1.Temporary Tree Protection Fencing: Prior to development activities, the applicant shall erect
and maintain a six-foot (6') high, post-driven, chain-link temporary construction fence around the
drip lines of all retained trees, or if a tree protection tract or easement is provided, along the
perimeter of the tree protection tract or easement. The temporary tree protection fencing shall be
installed with steel posts driven at a depth that will adequately ensure the fence remains in an
upright position for the duration of the development. The temporary tree protection fencing shall
not be disturbed, removed, or relocated until the conclusion of construction activities. Protected
trees may be fenced individually or in groups of trees. Individual trees shall be fenced on four (4)
sides. If some tree or vegetation removal is necessary in order to gain access to retained trees for
the purposes of installing temporary tree protection fencing, the applicant shall submit a phased
tree removal plan for review and approval by the Administrator, prior to all development activities.
2.Tree Protection Signage: Signage shall be placed on the tree protection fencing at intervals of
no more than twenty feet (20') along the entirety of the protective tree fence. The sign(s) shall be
designed, constructed, and installed in accordance with official specifications provided by the
Administrator and shall convey the information deemed necessary by the Administrator.
3.Construction Storage Prohibited: The applicant may not fill, excavate, stack, or store any
equipment, dispose of any materials, supplies or fluids, operate any equipment, or compact the
earth in any way within the area defined by the drip line of any tree to be retained.
Protection From Grade Changes: If the grade level adjoining to a tree to be retained is to be
EXISTING SIGNFICANT TREE
5'-0" MIN.
DRIP LINE OF TREE
6' MIN. HT. TEMPORARY FENCE
INSTALLED AT LEAST 5'
BEYOND DRIP LINE
earth in any way within the area defined by the drip line of any tree to be retained.
4.Protection From Grade Changes: If the grade level adjoining to a tree to be retained is to be
raised, the applicant shall construct a dry rock wall or rock well around the tree. The diameter of
this wall or well must be equal to the tree drip line.
5.Impervious Surfaces Prohibited Within the Drip Line: The applicant may not install impervious
surface material within the area defined by the drip line of any tree to be retained, unless
otherwise approved by the City. (Ord. 5958, 12-9-2019)
6.Utilities Prohibited Within the Drip Line: The applicant may not install utilities within the area
defined by the drip line of any tree to be retained, unless otherwise approved by the City.
7.Restrictions on Grading Within the Drip Lines of Retained Trees: The grade level around any
tree to be retained may not be lowered within the greater of the following areas: (i) the area
defined by the drip line of the tree, or (ii) an area around the tree equal to one and one-half feet
(1-1/2') in diameter for each one inch (1") of tree caliper. A larger tree protection zone based on
tree size, species, soil, or other conditions may be required. (Ord. 5676, 12-3-2012)
8.Vegetation and Undergrowth Protection: With the exception of invasive species removal which
has received prior written approval from the City, removal of the existing vegetation within the drip
line of protected trees is prohibited during development activities. Native understory trees, shrubs,
and other vegetation shall be protected within the designated tree protection area for the duration
of the development activities. All areas within the required fencing shall be covered evenly with a
minimum of three inches (3") of bark mulch prior to installation of the protective fencing, except in
areas where mulch will adversely affect protected ground cover plants. (Ord. 5676, 12-3-2012)
9.Monitoring Required During Construction: For all protected trees required to be retained in
compliance with a land use decision, the applicant shall retain an ISA certified arborist or ASCA
certified consultant to ensure trees are protected from development activities and/or to prune
branches and roots, fertilize, and water as appropriate for any trees and ground cover that are to
be retained. The ISA certified arborist or ASCA certified consultant shall supervise the installation
of any required tree protection fencing, permanent or temporary.
10.Alternative Protection: Alternative safeguards may be used if determined by the Administrator
that such safeguards would provide equal or greater tree protection.
11.Treatment of roots exposed during construction: For roots over (1) one inch diameter
damaged during construction; make a clean straight cut to remove the damaged portion of the
root. All exposed roots shall be temporarily covered with damp burlap to prevent drying and
covered with soil as soon as possible.
101 South Wenatchee Avenue, Suite C3
Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTS
ROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218SCALE:
SHRUB PLANTING
NTS2
SCALE:
DECIDUOUS TREE PLANTING
NTS4
SCALE:
EVERGREEN TREE PLANTING
NTS3
SCALE:
TREE PROTECTION
NTS1
PLANTING DETAILS26 R-421826
JDing 11/23/2022
CURRENT PLANNING
24"24"4 5/8"5/8"3/4"1"
1/4"1 1/4"3/4"1'-0"
PARAPET WALL, BY OTHERS
1" WASHED ROCK OR APPROVED
BORDER ROCK
METAL TRAY EDGING
ARCHITECTURAL ROOF
ASSEMBLY, BY OTHERS.
TRAY
VARIES 18" MIN.
ALUMINUM EDGING
VARIES
PARAPET WALL
PARAPET FLASHING
ABBOTSFORD HYDROPRESSED
PAVERS, 2'X2'
PEDESTAL , BY OTHERS.
TRAY EDGING
ARCHITECTURAL ROOF
ASSEMBLY, BY OTHERS.
1L1.11TRAY
Know what'sbelow.
before you dig.Call
R
101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTSCALE:
BORDER ROCK AT GREEN ROOF
3" = 1'-0"3SCALE:
GREEN ROOF PLANTING TRAYS
2" = 1'-0"1 SCALE:
GREEN ROOF: PRE-GROWN TILES @ PAVERS
3" = 1'-0"2
GREEN ROOF & SITE
FURNITURE DETAILS28SCALE:
OUTDOOR FURNITURE
NTS4
R-421828
HARRINGTON AVE NE
N
E
S
U
N
S
E
T
B
L
V
D
GREEN ROOF AREA IRRIGATION-- USE
PROPRIETARY COLUMBIA GREEN DRIP
SYSTEM. PROVIDE SEPARATE WATER
SOURCE AND BACKFLOW PREVENTION FOR
THIS AREA. WIRE TO CONTROLLER.
CONTROLLER LOCATION (GROUND LEVEL)
PROVIDE 120 VAC POWER TO CONTROLLER
PROVIDE 3" CONDUIT TO OUTSIDE
PLANTING AREA FOR CONTROL WIRES.
IRRIGATION EQUIPMENT LEGEND
SPRAY HEAD RAINBIRD 1800-SAM-PRS POP-UP
WITH MRP NOZZLE, 5 SERIES
4" POP-UP AT LAWNS; 6"
POP-UP AT SHRUB AREAS
SPRAY HEAD RAINBIRD 1800-SAM-PRS POP-UP
WITH MRP NOZZLE, 8 SERIES
4" POP-UP AT LAWNS; 6"
POP-UP AT SHRUB AREAS
SPRAY HEAD RAINBIRD 1800-SAM-PRS POP-UP
WITH MRP NOZZLE, 10 SERIES
4" POP-UP AT LAWNS; 6"
POP-UP AT SHRUB AREAS
SPRAY HEAD RAINBIRD 1800-SAM-PRS POP-UP
WITH MRP NOZZLE, 12 SERIES
4" POP-UP AT LAWNS; 6"
POP-UP AT SHRUB AREAS
SPRAY HEAD RAINBIRD 1800-SAM-PRS POP-UP
WITH MRP NOZZLE, 15 SERIES
4" POP-UP AT LAWNS; 6"
POP-UP AT SHRUB AREAS
ROTOR RAINBIRD 3504-S-SAM &
3504-PC-SAM
4" POP-UP AT LAWNS; 6"
POP-UP AT SHRUB AREAS
SUB-SURFACE
DRIPLINE
RAINBIRD XFS SUBSURFACE
DRIPLINE
12" ROW & EMITTER
SPACING, 0.6 GPH EMITTER
FLOW
MAINLINE CLASS 200 PVC 2" DIAMETER
LATERAL LINE CLASS 200 PVC SIZE PER PIPE SIZE CHART
AND AS INDICATED ON PLAN
SLEEVE CLASS 200 PVC SIZE = 2 x LINE SIZE, 2" MIN
METER NEW 1" METER - SEE CIVIL
BACKFLOW
PREVENTION
ASSEMBLY
DOUBLE CHECK
VALVE ASSEMBLY
FEBCO 850 DCVA WITH BALL
VALVES 1" DCVA
WYE STRAINER BRASS STRAINER WITH 80 MESH
SCREEN. WATT'S OR EQUAL.
QUICK COUPLER RAINBIRD 33-DLRC PROVIDE: 33DK KEY; SH-0
ELL; 2049 COVER KEY
CONTROLLER RAINBIRD EXP-LXME
CONTROLLER 8-STATION BASE MODEL
REMOTE CONTROL
VALVE ASSEMBLY RAINBIRD PEB 1" - 112"
RAIN SENSOR RAINBIRD WR-2 RC
RAIN SENSOR COMBO
(SENSOR + CONTROLLER
INTERFACE)
CONTROLLER STATION NUMBER
FLOW IN GALLONS PER MINUTE
CONTROL VALVE SIZE
ZONE OPERATING PRESSURE
Know what'sbelow.
before you dig.Call
R
101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTIRRIGATION PLAN29 R-421829
1
1
1
1
JDing 11/23/2022
CURRENT PLANNING
2" CL200 MAINLINE TO ZONES
34" QUICK COUPLING VALVE IN 10" ROUND
VALVE BOX
114" BACKFLOW PREVENTER,
VERIFY PRESSURE
MODEL 25TA CONCRETE
ENCLOSURE FOR BACKFLOW ASSEMBLY
OR AS APPROVED
NEW 1" METER (SEE CIVIL)
CITY SERVICE LINE (SEE CIVIL)
WYE STRAINER
2" CL200 PVC MAINLINE 6"MIN.6" OF COMPACTED
58" CRUSHED ROCK
BASE
BRASS PIPE TO FLOW
SENSOR (IF REQUIRED)
OR ADAPT TO CL200
MAINLINE TO VALVES
BRASS TEES, FITTINGS,
NIPPLES, AND UNIIONS,
TYP.
CONCRETE VAULT
WITH LOCKING STEEL
HATCHES OR AS APPROVED
FINISH GRADE
PIT-COCKS SHALL BE
UPRIGHT FOR EASY
ACCESS
DCVA
WYE STRAINER
GROUT OPENING,
WRAP PIPE WITH 40
MIL PVC TAPE AT ALL
OPENINGS, TYP.
MIN. 6" CLEAR
ALL AROUND, TYP.
TOP VIEW: TYPICAL QUICK
LOCK DEVICE
2" MIN.10" ROUND VALVE BOX
FINISH GRADE
QUICK COUPLING
VALVE
BACKFILL BOX WITH
1-1/2" CLEAN,
WASHED ROCK OVER
GEOTEXTILE FABRIC
BRICK OR CONC.
BLOCK
SWING JOINT WITH
QUICKLOCK DEVICE,
INSTALL PER
MANUFACTURER'S
SPECIFICATIONS
COMPACTED SUBGRADE
2-NO.5 X 24"
RE-BAR
CL200 MAINLINE
WITH PVC ADAPTER TO
SWING JOINT
12"18"4"LATERALMAINLINEFINISH GRADE
TRACKING TAPE 6"
BELOW GRADE
CLEAN, COMPACTED
SUITABLE NATIVE
BACKFILL
SAND OR APPROVED
BEDDING MATERIAL
LATERAL PIPE
MAINLINE PIPE
BUNDLE IRRIGATION
WIRE, 10'-0" O.C.
UNDER MAINLINE
AND ALONG
OPPOSITE SIDE
FROM ANY SWING
JOINTS 18"SLEEVE
SAND OR APPROVED
BEDDING MATERIAL
CLEAN, COMPACTED
SUITABLE NATIVE
BACKFILL
TRACKING TAPE 6"
BELOW PAVEMENT
EXISTING OR NEW
PAVEMENT
4'-0"NOTES:
1.ALL WIRE TO BE INSTALLED
PER LOCAL ELECTRICAL
CODE
2.VERIFY LOCATION WITH
OWNER'S REPRESENTATIVE
PRIOR TO INSTALLATION
6"
MIN.18"MIN.2" DA. CONDUIT TO 18" BELOW GRADE,
TRENCH WIRES TO MAINLINE TRENCH
UF DIRECT BURIAL WIRES TO
AUTOMATIC VALVES
BARE COPPER WIRE TO GROUNDING
ROD ASSEMBLY INSTALL GROUNDING
ASSEMLY FOR CONTROLLER PER
MANUFACTURER'S SPECIFICATIONS
1" SCH 40 PVC CONDUIT AND FITTINGS
TO POWER SUPPLY
HARD-WIRE 120 VOLT ELECTRICAL
SERVICE WITH JUNCTION BOX
CABLE HARNESS, 30" MAXIMUM LENGTH
EXTERIOR BUILDING WALL
RAIN SENSOR CONTROLLER INTERFACE
UNIT, MOUNT TO INTERIOR WALL
AUTOMATIC CONTROLLER WITH LOCKABLE
DOOR, MOUNT TO INTERIOR WALL
CONTROLLER: RAINBIRD ESP8LXME WITH
WR2 WIRELESS RAIN SENSOR 4
5
3
2
1 PVC SUPPLY HEADER
PVC SCH 40 TEE OR EL (TYPICAL)
BARB X MALE FITTING:
RAIN BIRD XFF-MA FITTING (TYPICAL)
PVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE VALVE KIT (SIZED TO
MEET LATERAL FLOW DEMAND)
SUB-SURFACE DRIPLINE:
RAIN BIRD XF SERIES DRIPLINE (TYPICAL)
POTABLE: XFS DRIPLINE
NON-POTABLE: XFSP DRIPLINE
PERIMETER OF AREA
PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA
FLUSH POINT (TYPICAL) - SEE RAIN BIRD XFS DETAILS FOR FLUSH POINT
INSTALLATION
BARB X BARB INSERT TEE OR EL:
RAIN BIRD XFF-TEE OR
RAIN BIRD XFF-ELBOW (TYPICAL)
PVC RISER PIPE
PVC SUPPLY MANIFOLD
PVC SCH 40 SLEEVE PIPE SIZED TWICE THE SIZE OF MANIFOLD PIPE SIZE
PAVEMENT AND CURB
TURF OR MULCH
FINISH GRADE
12" AIR RELIEF VALVE: RAIN BIRD MODEL: ARV050
SEE RAIN BIRD XFS DETAILS FOR AIR RELIEF INSTALLATION
2
6
7
1 3
9
8
9
10
7
NOTES:
1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND
CHANGES IN ELEVATION. SEE DETAILS AND SPECIFICATIONS.
2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE
ACCOMPANYING TABLE.
3. INSTALL AIR RELIEF VALVE AT HIGH POINTS IN DRIP LATERAL.
INSET B
4
5
8
INSET A
INSET B
6
11
12
13
14
15
2"- 4"4421
2
10
INSET A
4
2
10
12
13
16
16
1514
15
XFS Dripline Maximum Lateral Lengths (Feet)
Inlet Pressure PSI
12" Spacing 18" Spacing 24" Spacing
Nominal Flow (GPH)Nominal Flow (GPH)Nominal Flow (GPH)
0.6 0.9 0.6 0.9 0.6 0.9
15 273 155 314 250 424 322
20 318 169 353 294 508 368
30 360 230 413 350 586 414
40 395 255 465 402 652 474
50 417 285 528 420 720 488
60 460 290 596 455 780 514
4
3
2
ON-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE
POTABLE: XFS DRIPLINE NON-POTABLE: XFSP DRIPLINE
INLINE DRIP EMITTER OUTLET, SEE PLANS FOR DRIPLINE
OUTLET SPACING.
BARB TEE 17x17x17mm RAIN BIRD XFF-TEE
BARB COUPLING 17x17mm RAIN BIRD XFF-COUP
BARB ELBOW 17x17mm RAIN BIRD XFF-ELBOW
BARB MALE ADAPTER 17mm X 1/2" MPT RAIN BIRD
XFF-MA-050 17mm X 3/4" MPT RAIN BIRD XFF-MA-075
PVC TEE SxSxT
PVC LATERAL SUPPLY HEADER
TIE DOWN STAKE: RAIN BIRD TDS-050 WITH BEND
(TYPICAL)
FINISH GRADE
RAIN BIRD XF SERIES BLANK TUBING LENGTH AS
REQUIRED
1 1
4"-6"
NOTES:
1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, F0UR FEET IN LOAM, AND FIVE FEET IN
CLAY.
2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE
TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION.
3. USE RAIN BIRD FITTINS-TOOL XF INSERTION TOOL FOR FITTING ASSEMBLY.
2 4 5
6
7
8
9
10
11
35
6 7 8
9
11
101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218SCALE:
POINT OF CONNECTION DIAGRAM
NTS1 SCALE:
BACKFLOW PREVENTION ASSEMBLY
NTS2 SCALE:
QUICK COUPLER VALVE
NTS3
SCALE:
IRRIGATION TRENCH
NTS5
SCALE:
IRRIGATION TRENCH UNDER PAVEMENT
NTS4
SCALE:
INTERIOR CONTROLLER
NTS6 SCALE:
IRRIGATION TRENCH
NTS7
SCALE:
IRRIGATION TRENCH
NTS8
IRRIGATION DETAILS30 R-421830
R
101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218LANDSCAPE SPECIFICATIONS31 R-421831
JDing 11/23/2022
CURRENT PLANNING
Know what'sbelow.
before you dig.Call
R
101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTLANDSCAPE SPECIFICATIONS32 R-421832
JDing 11/23/2022
CURRENT PLANNING
Know what'sbelow.
before you dig.Call
R
101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTLANDSCAPE SPECIFICATIONS33 R-421833
JDing 11/23/2022
CURRENT PLANNING
Know what'sbelow.
before you dig.Call
R
101 South Wenatchee Avenue, Suite C3Wenatchee, WA 98801 • (509) 293-7731
Site Planning • Civil Engineering
Landscape Architecture • Land Use Consulting
11321-B NE 120th Street
Kirkland, WA 98034 • (425) 285-2390
www.cphconsultants.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK 5 APARTMENTSROADWAY, GRADING, AND DRAINAGE IMPROVEMENTS
PARK 5 APARTMENTSPARK 5 APARTMENTSPR:21000332LUA:21000323C:22000881TED-40-4218 DRAFTLANDSCAPE SPECIFICATIONS33 R-421833
TRANSPORTATION OPERATIONcbarnes 12/21/2022
TRANSPORTATION OPERATIONcbarnes 12/21/2022
TRANSPORTATION OPERATIONcbarnes 12/21/2022
TRANSPORTATION OPERATIONcbarnes 12/21/2022
TRANSPORTATION OPERATIONcbarnes 12/21/2022