HomeMy WebLinkAboutR-422955L; i
Q
z
w
A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
rn
RIM=22.06 N a _, so.; I -
N IE=16.44, 6"PVC E IE=19.91, 8 D.I. N x �02 �� s so "'� _ _ " w ss o� UNWHY UKY LINK wts i 2�As
INIE=16.36, 6 "PVC W AS HALT s " w ��� S — S�ti 8 p
8 T / ° �SI GSA
O _ "NO PARKING" TH/ p I— — _ — — — — — — GAS _ "NO
PARKING"
GA
- OHP
° so. d. _ 5��. �� — GAS. FENCE
J _ CHAINL _
a� Aso __"w -"-w s% -22� _QAs. 5_- INK — I T
"NO PARKING" P 5 eP i sp , _ w — — 2'� — — J3'•'•'• X �k STORM VAULT W/OIL WATER SEPARATOR
W
w — — 22- — — — — —Ss s�� — — — — — — 3 LIDS. UNABLE TO OPEN 2 OUTER LIDS
o -- L ': RIM=24.08
! _�'a — '— ASPHALT - y- TE i
eP _� Sig - SS TEL
TOP OF BAFFLE=21.78
TOP OF VERT. TEE=21.55,
a _
S SS 1T_ 5 I z BOTT. OF VERT. TEE=18.58, 12"PVC W
Ss _
SS � ' / a , _I TOP OF PIPE=20.9f, 12"PVC E,
SS
— .... UNABLE TO MEASURE IE
� WATER LEVEL=19.98
= s ss 3� a X TEi.:: BOTT. OF STRUCT. =17.53
X 22�2 o a 6 a 5
3 a -
o o'ti /GAS / 22 I I \ \ / TPN 3340402755
�� 75*1 AZULq PROPERTIES LLC
5 N I (IS
S Q S
GA ° _ r N �9 �C/QS I aS IQS
)LE --� IE=17.97, 12"CPP W
10' BAY
= 12.36 O �I / DOOR
FORCEMAIN E y 00 2396
16 0P � 9.
mo
0
STORM CATCH BASIN
TYPE I
RIM=23.66
IE=19.65, 12 "CPP N
IE=19.76, 12 "CPP E
IE=19.76, 12 "CPP S
IE=20.38, 6"PVC W
STORM CATCH BASINfi
TYPE I
RIM=22.55
IE=20.28, 6"PVC W
IE=20.02, 12"CPP N
J 42"
"WATER LINE"
F_ —I SID RED "HAZARD"
SD
96
z rrn W tit.
� � Nw � 6
HALT _ x tititi "NO PARKING";
_ w <w `.%
NO X titia6 4 �1913
4
CO)
TELEPHONE
RISER
VHOI F
IRRIGATION PLAN (PRIVATE)
SCALE: 1 "=20'
• Call 811
• m two business days
before you dig NO.
REVISION
40„ 0
N
7&8" OAS —
1
SURVEYED:
DESIGNED:
DKM/RJJ
DRAWN:
KLK/DKM
CHECKED:
DCD
BY DATE AP P R APPROVED:
DCD
I I
I
)
VACATED R 0 TON I
5 g PER CITY OF 4668
_RDINANCE 0j150313
REC.NO 1997
`L 9ti I
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
I�
NORTH
HORIZONTAL SCALE: 1"=20'
20 0 20 40
C TY OF
RENTON
Plan ning/Building/Public Works Dept.
LEGEND
PROPOSED FEATURES -
LANDSCAPE AREA REQUIRING IRRIGATION, SEE DETAILS
ON SHEET L2.OB AND L2.1 B.
AUTOMATIC IRRIGATION VALVE.
02 IRRIGATION HEADS (SHRUB BODIES ARE 6' POP-UP)
�d
- - - - - PVC SLEEVING. (4" DIA. MINIMUM)
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 TO BE BASED ON A NEW 3/4" IRRIGATION
METER AND 1" SERVICE LINE. DESIGN WATER PRESSURE IS 70 PSI. VERIFY
STATIC PSI IN FIELD. IRRIGATION LAYOUT SHOWN IS FOR PERMITTING
PURPOSES ONLY.
3. INSTALL ALL EQUIPMENT PER STATE AND CITY OF RENTON CODES.
4. REFER TO INSTALLATION DETAILS WHEN INSTALLING ALL EQUIPMENT, SEE
SHEET L2.2C.
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
WET TAP EXISTING CITY OF RENTON WATER MAIN PER CITY OF RENTON
WATER PLAN GENERAL NOTES, STD PLAN 300.0 (L2.2C)..WET TAP AND
INSTALLATION OF 1" SERVICE LINE AND 3/4" METER FOR LANDSCAPE
IRRIGATION TO BE INSTALLED BY CITY OF RENTON WATER DEPARTMENT.
2� 1" SERVICE LINE PER CITY OF RENTON STD PLAN 320.1 (L2.2C).
:� INSTALL NEW CITY OF RENTON 3/4" IRRIGATION METER PER CITY OF
RENTON STD PLAN 320.1 (L2.2C).
4� DOUBLE CHECK VALVE ASSEMBLY IN VALVE BOX PER CITY OF RENTON
STD PLAN 340.8 (L2.2C).
AUTOMATIC IRRIGATION CONTROLLER (11 OV) ON PEDESTAL, SEE DETAIL
702/L2.2C.
sitts&hill
y�PG�N7 n"�NyS CIVIL I STRUCTURAL I SURVEY
4815 CENTER STREET I TACOMA, WA. 98409
\v`�U PHONE: (253) 474-9449 I FAX: (253) 474-0153
http://www.sittshill.com/
�9�tiozati��V� Project No.: 19480 Project Mgr.: DCD
'149 ExP
�SCA PE ARG�`�
03.17.23 Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
R-422955
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Wanders 05/08/2023
CURRENT PLANNING0711,61
AMorganroth [05/09/2023] %J
BROTHERTON CADILLAC - RENTON DATE:
FIELDBOOK:
PAGE:
DRAWING NO:
IRRIGATION PLAN L2.00
(PRIVATE) SHEET: ZA OF: 9
N
T
O
O
N
,M1
Ln
N
T
O
O
I
Q
J
0
O
N
N
A
u