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MEI LIN SHORT PLAT
SECTION 8, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
TYPE I
TYPE I EXISTING STORMDRAIN CATCHBASIN
RIM= 239.27 RIM= 248.73 TYPE I WITH SOLID LID
IE=237.62 4" CPP (N) IE=246.54 4" CPP (N)
IE= 237.52 12" DI (E) IE= 246.13 12" DI (E) E=254.37 12" DI (N)
IE= 237.43 12" DI (SW) / IE= 245.78 12" DI (W) IE= 254.65 8" DI (s)
IE= 254.22 12" DI (W)
EXISTING STORMDR IN OU LET
\ \\\ \ \ \ \�233.16 DINE) SD
111 W W W w W � 6
� � 12TH ST
erm, secnw aria \ \ -I S SS �- SS\- SS - SS SS SS _a3UB Vl . l �l lJ 1l
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L U U\ OH OHU OFib���iU 0
OHU
O - \\_
OHUO FI\ U \ I OHP x EXIS NG 6" CONC.
0\�7EAL
U I \ WITH VARYINGLHEIGHT WOOD
IFEND .
\ uU�� H ON EXCLUSIVE \ I V I 15. ° so
1.. :.,
\ \\\) \l l\ � ` CORNR OF WALL IS 0.58'
TO PSE 90131000574 \ 20' BSBL L J.-0' BSB\ - - #1� DEED CORNER EASTALY CALCULATED
\ \ \ \ \\\ -� -]BEING THE NORTH 10' OF THE SUBJECT PARCEL 15.0' \ • r1 e 27.0'
5.0 LO 1 FREE #16
FREE hz >s
4^MA L� \\� �\ \31,581 SF� \� \ \ 5,00(� SF
15.0' \ EXISTING 6" CONC.
1 + � -� RETAINING ALL
\ \ 14 PL \ \�P ��\ ® ® \\ \\ / \ \ I I I FEN VARYI HEIGHT WOOD
\ \ 1 ^j \� \ \ \ \ \\ I �1 LO 2 EXISTING 6' FENCE.
•\ _ \\ CHAINLINK FF�NCE
THEE #6v \ V ��A\\� I 19' 5 0 00 S F 1YYDRANG
19' DRIP E -
14
��\�\- 12" MAPLE / g I
\ \ \ \ L vcL BSBL # 14
�MEEY#125" CEDAR \ EXISTING " CONC.
14" MAPLE / 24" FIR \ \ �/ RETAININ WALL
V/A�� \ \\ \\ 14' MAPLE �\ \ \\ \ \ \\ \\ \14" MAPLE\\ 12' DRIPUNE I \ 15' DRIPUNE I e FENCE.
�1 \ 1 \ WITH VA ING HEIGHT WOOD
\ \ \ �\\ \�� 30" MAPLE # I I END OF ALL IS 0.1' N BY
14 M PLE 1 1 \ \ \ \ \ \ EE 1 \ 0.1' W OF CALCULATED
AV \\�DEEDCO[ NER
~ \ \� \ \ \\ \ EXISTING 6" WOOD I \_/ � TREE #13
\ ' >\\ \ FENCE ANGLE POINT VEXISTING 6"
L WOOD
L NORTHERLY FENCE
OF \TREE
OF CALCULATED DEEDLINE �DRIPUNE
(TYPICAL)
QP\ EXISTING
<
HOUSE
Know what's below.
Call 48 hours before you dig.
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ASPEN
LANDSCAPE
ARCHITECTURE
SITE PLANNING
ASPEN DESIGN GROUP
P.O. BOX 2394
ISSAQUAH, WA 98027
(425) 292-9845 (PHONE)
CONTACT: PAUL J. DIX
STATE OF WASHINGTON
REGISTERED LANDSCAPE ARCHITECT
PAUL J. DIX
CERTIFICATE NO. 620
IRRIGATION PLAN
SCALE: 1" = 20.9
NORTH
20 10 0 10 20 40 80
15 5 GRAPHIC SCALE
(IN FEET)
1" = 20' (22x34)
1" = 40' (11x17)
REVISED -PER -CIVIL -MODIFICATIONS
REVISED -PER -CITY -REVIEW -COMMENTS
NO. I REVISION
PD 42121 PD SURVEYED:
PN/CB
PD 6_02_21 PD DESIGNED:
PJD
DRAWN:
PJD
CHECKED:
PJD
BY DATE APPR APPROVED:
N�
NO
N
SCALE:
IRRIGATION COMPONENTS
MISC. ITEMS
SYMBOL
MANUFACTURER/
MODEL
HOUSING
COMMENTS
DESCRIPTION
1" WATER METER
XX PSI
STATIC PRESSURE
BF
1" BACK FLOW PREVENTOR
MV1
_1"
HUNTER
IBV-101G-FS
SUBTERRANEAN VALVE BOX
WIRE DIRECTLY TO
MASTER VALVE
CONTROLLER
FS1
HUNTER
HFS W/ FCT-100
SUBTERRANEAN VALVE BOX
WIRE DIRECTLY TO
1" FLOW SENSOR
CONTROLLER
DQ
LINE SIZE BALL VALVE
SUBTERRANEAN VALVE BOX
O
HUNTER - REMOTE CONTROL VALVE W/
ICV-XX-FS-AS-ADJ
SUBTERRANEAN VALVE BOX
SIZE PER PLAN
ADJUSTABLE PRESSURE REGULATOR
•
HUNTER
ICZ-101-LF-25 (.5-15 GPM)
SUBTERRANEAN VALVE BOX
SIZE PER PLAN
DRIP CONTROL ZONE KIT
ICZ-101-25 (16-20 GPM)
AAHUNTER
-TWO WIRE IRRIGATION
ACC-99D-PP W/ WSS-SEN,
PLASTIC PEDESTAL
2-WIRE JACKET TO BE BLUE
CONTROLLER
SOIL CLIK, AND ICD-HP
(ID1 BLU)
O
HUNTER
ICD-100
SEE DETAIL FOR STAKING
NOT APPLICABLE
1 STATION DECODER
:6 •:
SYMBOL
MANUFACTURER/
NOZZLE
RAID.
BODY
GPM
PSI
PRECIP.
*ALL PRECIPITATION RATES
DESCRIPTION
RATE*
CALCULATED AT 180' OPERATION
QQ
HUNTER - POP-UP
3
29'
PGP-ADJ-3
4.0
50
ROTOR
ON HSJ-0-2-2-2-08 SWING JOINT
.241N/HR
®
HUNTER - POP-UP
8
41'
PGP-ADJ-8
3.0
50
.451N/HR
ROTOR
ON HSJ-0-2-2-2-08 SWING JOINT
HUNTER - RISER
2.0
34'
PGP-00-2.0
2.0
45
IN/HR
ROTOR
�.33
ROTARY NOZZLES
SYMBOL
MANUFACTURER/
DESCRIPTION
MODEL
RAD.
BODY
GPM
PSI
PRECIP.
RATE
360°180°
1 20ol
90°
45°
3601180°
120°
90°
45°
®
V
I
HUNTER - POP-UP
ROTARY SPRAY
MP 3000
26'-30'
PROS-12-PRS40-CV
3.64
1.82
1.39
.86
40
.99 IN/HR
SPRAY NOZZLES
SYMBOL
MANUFACTURER/
DESCRIPTION
MODEL
RAD.
BODY
GPM
PSI
PRECIP.
RATE
360°180°1201
907
45°
360°180°120°
90°
45°
POP UEP SPRAY
ADJUSTABLE
6
PROS-06-SIC-1)
1.26
.60
.44
.37
.18
30
3.85 IN/HR
®
POPTUPSPRAY
ADJUSTABLE
12
PROS-06-PRS30-CV
2.52
1.26
.84
.63
.32
30
1.68IN/HR
LEFT
®
CENTER
®
RIGHT
®
HUNTER - POP-UP
STRIP SPRAY
LCS-515
5'x15'
PROS-12-PRS30-CV
PROS-06-PRS30-CV IruaFl
LEFT
65
LCS-
15
C NTE
1.30
S -530
RI
R
HT
5
-515
30
.80 IN/HR
SS-530
5'x30'
RCS-515
5'x15'
DRIP
SYMBOL
MANUFACTURER/
DESCRIPTION
MODEL
RAID.
HOUSING
GPM
PSI
PRECIP.
RATE
�11�11�
AREA HUNTER
ECO MAT
N/A
IR
0.6 GPH
25
IN/HR
N-LINE
BURIAL DEE
DEPTH
.96
®
HUNTER - DRIP
ECO-
N/A
SEE DETAIL
N/A
N/A
N/A
INDICATOR
INDICATOR
PIPE
SYMBOL
MANUFACTURER/
MODEL
HOUSING
COMMENTS
DESCRIPTION
IRRIGATION MAIN LINE
SCH 40 PVC
1-1/2"
IRRIGATION LATERAL LINE
SIZE VARIES - SEE PLAN
SCH 40 PVC
PIPE AND WIRE SLEEVING
SCH 40 PVC
DIAMETER TO BE TWICE
=
THE SIZE OF THE PIPE
BEING SLEEVED
PIPE SIZING CHART
PIPE SIZING LEGEND
A
3/4" SCH 40 PVC
(0-8 GPM)
B
1" SCH 40 PVC
(8-12 GPM)
C
1-1/4" SCH 40 PVC
(12-22 GPM)
D
1-1/2" SCH 40 PVC
(22-30 GPM)
E
2" SCH 40 PVC
(30-50 GPM)
VERTICAL: NAVD 1988
1 ' =20' HORIZONTAL: NAD 1983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY 0E tyE
RENTON
Planning/Building/Public Works Dept.
IRRIGATION NOTES
1. This plan is schematic & diagrammatic. The intent of plan is to indicate
basic components, locations and scope of proposed irrigation system.
Landscape Contractor may make minor field adjustments as needed as
a "design -build" effort to successfully complete a fully operational system.
2. The contractor shall assure full and even water coverage to all planting
areas, adjustments may be required. Plan components are schematic.
3. An electrical permit must be obtained from the City of Renton..
4. The ex. static water pressure shall be verified w/the City of Renton prior to
construction as seasonal pressure variations may be encountered.
5. Install PVC sleeving as shown at all pavement, sidewalk & wall locations.
Place in straight-line segments prior to pavement installation. Extend all
sleeving 12" beyond edge of pavement crossing.
6. Adhere to all applicable codes and install irrigation components per the
manufacturer's recommendations. Verify all codes, water scheduling and
tests with the City of Renton.
7. Install 24-volt wiring (UF 600 volt) direct burial, 14 GA., solid copper wire
or strand. Splice in valve boxes only. Route all wiring in 4" elect. conduit
to the controller. Run (1) "hot" wire to each valve and (1) common wire
through each valve. Provide (1) spare wire at the end of the mainline run.
The control wire shall be red, ground wire white & the spare blue.
8. Irrigation controller shall be set for this site to avoid irrigation between the
hours of 9:00 AM to 10:00 PM. In addition, irrigation system should not
be operated during times of moderate -high wind, excessive or adequate
soil moisture or during active precipitation.
9. Provide a minimum of 10 quick coupler valves. The entire system shall be
winterized prior to the first freeze by using compressed air. Install a teflon
seated ball valve w/ brass body & T-fitting for winterization. Plan indicates
proposed quick coupler locations.
10. The contractor shall inspect, prevent, detect & repair any irrigation system
damage which shall include excessive leakage or wear on system. Any
future repairs or adjustments shall have the same system components.
11. The irrigation contractor shall provide an irrigation as -built plan submitted
on a 24" x 36" mylar plan sheet to the landscape architect for review and
approval and to the owner and city for record storage.
12. The irrigation contractor shall provide a written summary of the system
design, including any hydraulic calculations, operating instructions and
submit to the landscape architect and owner. The irrigation installer shall
arrange a site visit with the owner to review operational procedures.
13. The existing operating water pressure at the site shall be verified with the
project civil engineer and the City of Renton Public Works Dept.
14. A Hunter, Inc. product -based irrigation system may also be used upon
submittal of shop drawings and technical data.
15. Provide an irrigation master valve near P.O.C. Contractor to submit
product manufacturer.
R-417218
IN COMPLIANCE E `J'vITH 0Ti" OF RENTON STANDARDS
CURRENT PLANNING CAlex Morganroth 12/21/2021
MEI LIN SHORT PLAT
PRELIMINARY SUBDIVISION SUBMITTAL
IRRIGATION -PLAN
DATE:
0\1 8/20
FIELDBOOK: N /A
PAGE: N/A
DRAWING NO:
1 \7\21
SHEET: OF:
4 6
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