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A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
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RIM=22.92 I TYPEI I
IE=19.76, 8"PVC SE I RIM=22.49 I a RETAINING J
SNP a1 „ IE=20.34 12"DI N
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t THE MONTH" 1 IE=18.02, 12 CPP S `.. STAIRS - DRAIN
m / z RIM=23.59 STORM DRAIN MANHOLE IE=17.97, 12"CPP W I I CONCRETE I N�
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TYPE I x \ I o �5 / \ f / 1 RIM=20.89 I A & D RENTON LLC BOTTOM STRUCTURE= 12.36 I DOOR a N
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STORM CATCH BASIN i I e6 oab °oCONCRETE 1 0 69 CO ' RIM=23.66 I I 2 _BASEMENT
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U) I 5� �' ' ORDINANCE199606140284
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STORM CATCH BASIN �' / 2 ti o x _ (bx 91
TYPE
RIM=22.71
IRRIGATION PLAN (PUBLIC)
SCALE: 1 "=20'
SURVEYED: SCALE:
VERTICAL: NAVD 1988
DESIGNED:
AS NOTED HORIZONTAL: NAD 1983/1991
DKM/RJJ
• Call 811 DRAWN. KLK/ DKM
ONE INCH DATUM
two business days CHECKEDDCD AT FULL SCALE
before you dig APPROVED: IF NOT ONE INCH
y g N 0. REVISION BY DATE APPR R DCD SCALE ACCORDINGLY
I�
NORTH
HORIZONTAL SCALE: 1"=20'
20 0 20 40
C TY OF
RENTON
Plan ning/Building/Public Works Dept.
LEGEND
PROPOSED FEATURES -
PUBLIC LANDSCAPE AREA REQUIRING IRRIGATION, SEE
DETAILS ON SHEET L2.0B AND L2.1B.
Q� AUTOMATIC IRRIGATION VALVE.
�PQQ IRRIGATION HEADS. LAWN BODIES ARE 4' POP-UP
v �d WITH OUTLINED SYMBOLS.
PVC SLEEVING. (24" MIN. COVER)
IRRIGATION PIPE MAIN SCHED. 40 PVC (18" MIN.
COVER)
IRRIGATION PIPE LATERAL CLASS 200 PVC. (12" MIN.
COVER)
GENERAL NOTES
1. AUTOMATIC IRRIGATION SYSTEM SHALL BE CONTRACTOR/BIDDER DESIGN.
2. IRRIGATION ENGINEERING DESIGN BASED ON AN EXISTING 1 1/2" WATER
METER AND SERVICE LINE. IRRIGATION LAYOUT SHOWN IS FOR PERMITTING
PURPOSES ONLY. DESIGN WATER PRESSURE IS 70 PSI. VERIFY STATIC PSI
IN FIELD.
3. INSTALL ALL EQUIPMENT PER STATE AND CITY OF RENTON CODES.
4. REFER TO INSTALLATION DETAILS WHEN INSTALLING ALL EQUIPMENT, SEE
SHEET L2.2B.
5. ADJUST THE RADIUS ON ALL SPRINKLER HEADS TO CONFORM WITHIN THE
LANDSCAPE AREAS.
6. UPON COMPLETION OF THE MAIN LINE INSTALLATION IT IS TO BE
PRESSURE TESTED PRIOR TO COVER. USE LINE PRESSURE FOR (2) HOURS
WITH NO LOSS.
7. BACKFILL ALL TRENCHES WITH "ROCK FREE" MATERIALS AND COMPACT TO
90%.
8. INSTALL REPLACEMENT CONTROLLER AND RAIN SENSOR AT LOCATION
SHOWN ON THE DRAWINGS. THE SENSOR TO FREE FROM ALL OVERHANGS.
9. FROM THE CONTROLLER INSTALL 2 SPARE YELLOW WIRES TO CONTROL
VALVES.
10. ALL CONTROL VALVES SHALL BE TAGGED WITH A NON -FADING PLASTIC
MARKER INDICATING THE PERMANENT VALVE NUMBER.
11. CONTRACTOR SHALL PROVIDE A EXACT AS -BUILT DRAWING OF THE
INSTALLED SYSTEM.
12. PROVIDE 4" SCH 40 PVC SLEEVE BENEATH ALL PAVED AREA FOR ROUTING
IRRIGATION PIPING AND CONTROL WIRING. PROVIDE 2' COVER MINIMUM.
KEY NOTES
EXISTING IRRIGATION METER
CONNECT TO EXISTING IRRIGATION MAIN AT NORTH SIDE OF BUILDING.
EXTEND MAIN SOUTH ALONG MAPLE STREET WITHIN PROPERTY LINE.
EXISTING DOUBLE CHECK VALVE ASSEMBLY IN VALVE BOX..
4� EXISTING AUTOMATIC IRRIGATION CONTROLLER (110V) MOUNTED ON SIDE
OF BUILDING. REPROGRAM CONTROLLER AND NOTE NEW CYCLES IN
CONTROLLER BOX.
sitts&hill
y001"nJu/vv C CIVIL I STRUCTURAL I SURVEY
0 4815 CENTER STREET I TACOMA, WA. 98409
V PHONE: (253) 474-9449 I FAX: (253) 474-0153
http://www.sittshill.com/
`��(i�O449 IZati��G� Project No.: 19480 Project Mgr.: DCD
EXP
�SCA PE ARG�`�
03.17.23 Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
R-422925
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Wanders 05/08/2023
CURRENT PLANNING t WATER UTILITY r
AMorganroth [05/09/20231 ABDOULGAFOUR05/18/2023
BROTHERTON BUICK-GMC - RENTON DATE:
FIELDBOOK:
PAGE:
DRAWING NO:
IRRIGATION PLAN L2.1 B
(PUBLIC) SHEET: 28 OF:29
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