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HomeMy WebLinkAboutR-402722A PORTION OF THE NW 1/4 iOF SECTION 19, TOWNSHIP 23 NORTH, RANGE 05 EAST, *M., KING COUNTY, WASHINGTON - - TYPE II RIM-20' 31 i I IE=14.71, 12"CMP(E) C) I IE=14.52, 12"CMP(N) I I ss 1114.66, 12"CMP(W) ____SS LADDER SOUTH "� i ss so W I I I Ss i Ss � ss SD SD STORM CATCH BASIN - ' TYPE II o v so so I — RIM=18. 98 I I ' ^1 `E 1 ss o so IE=14.98, 12"CMP(W) ff1� N _ _ � I sD STORM CATCH BASIN IE=15.18, 12"CMP(E) � � TYPE I I RIM=19.86 I SS I--- � � IE=15.56, 12"CMP(W) IE=15.66, 12"CPP(E) 0 ' ....'..'.'.'IE=15.66, 12"CMP(S) J I / SS ...... . ...,.,. I� �� / :•:•;•;•:•:•;•;• I APPROX. LOCATION v J ss OF RECORD STRUCTUHL I _ ' SS PLAT) I .. = _ - .:.:::.:.:.:::.:.... NOT LOCATED FOR ss ss (150.00 so 5D -r ' THIS SURVEY ' Ss so i ' '.'�'.'.'.'.'.'. Q t ...... _ _ '.'.'....... . ss so �..... .:.I.:.:.:.:.:. ss so i o — I I I SS ASS — SD LSD = _ — .:..., J\ - _ _ _ ............... I n Q— - ... SS 5D / '1' ' ' .':I SS SS —sD LSD �O /�.•••••• <Q — ::.. I SS / SD —SD ' —�_ __ .. ,/ V) SS SD — _ -23� �. C ..... SS so _ — -�� :: / / .... _ ss so - �N _ — _ — — I — _ :::::1:::::: I / / ..... :':': Aso g� / — �1 _ — ....:.'� ..... \ I 2� / / / \\I I I I —' 1 0 l \\ \ 1 I \ — 1 Sb I D :.'.'.' J TPN 3340404705 To x� 5 SID I I I ? x29. \� / \ I N ..... SD.� 1� \ o �o 0 SD // \\ / \ \ l iPN 33404 805 / /l ` ,/ 5 ....: SD \ \ \ \ 11 x �g 9 �� / — _ X I TPN 3340404785 J J — — — " CD x _w- ---w I X\ 1 Nb • Lan bi i • ® two business days before you dig NO. IRRIGATION PLAN (PRIVATE AND PUBLIC) SCALE: 1"=10' REVISION ] I I g g� 1g J STORM CATCH BASIN RIM=19.67 :.:•(•:•:.:.:.:. IE=16.32, 24"CMP N r 20" ............... ...... IE=16.52, 8 "CPP, S :......... x �n 9 � 5 o - �E T. B. N II I n(l.A x MAG NAIL E. 1295963. 4(' o ELEV.. 19.80 ::::....:....::::::::::::::::11::::5 .: SURVEYED: DESIGNED: RJ DRAWN: JMW CHECKED: MBK BY DATE APPR APPROVED: RJ SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M LEGEND PROPOSED FEATURES - LANDSCAPE AREA REQUIRING IRRIGATION, SEE DETAILS ON SHEET L2.1. AUTOMATIC IRRIGATION VALVE. 0) C) O�p d IRRIGATION HEADS. O 00 — — — V PVC SLEEVING. GENERAL NOTES 1. AUTOMATIC IRRIGATION SYSTEM SHALL BE CONTRACTOR/BIDDER DESIGN. 2. IRRIGATION ENGINEERING DESIGN BASED ON A NEW 3/4" WATER METER AND SERVICE LINE. 3. INSTALL ALL EQUIPMENT PER STATE AND CITY OF RENTON CODES. 4. REFER TO INSTALLATION DETAILS WHEN INSTALLING ALL EQUIPMENT, SEE SHEET L2.1. 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 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. 13. PROVIDE IRRIGATION SYSTEM TO FILTERRA UNITS. COORDINATE WITH FILTERRA INSTALLER. :0ffll[011:9? WET TAP EXISTING CITY OF RENTON WATER MAIN PER CITY OF RENTON WATER PLAN GENERAL NOTES, STD PLAN 300.0 (DETAIL 01/CL2.1). 2� 1" SERVICE LINE PER CITY OF RENTON STD PLAN 320.1 (DETAIL 02/CL2.1). 3� INSTALL NEW CITY OF RENTON 3/4" IRRIGATION METER PER CITY OF RENTON STD PLAN 320.1 (SEE DETAIL 02/CL2.1). WET TAP AND INSTALLATION OF 1" SERVICE LINE AND 3/4" METER FOR LANDSCAPE IRRIGATION TO BE INSTALLED BY CITY OF RENTON WATER DEPARTMENT. OWNER'S CONTRACTOR SHALL RESTORE FINAL ASPHALT TRENCH PATCHING FOR WATER SERVICE. DOUBLE CHECK VALVE ASSEMBLY IN VALVE BOX PER CITY OF RENTON STD PLAN 340.8 (DETAIL 03/CL2.1). AUTOMATIC IRRIGATION CONTROLLER (110V) ON PEDESTAL, SEE DETAIL 06/CL2.1. — — SITTS & HILL nn- / I x F wasti ENGINEERS, INC. �o y0oNo J. , /�c CIVIL STRUCTURAL SURVEYING P ad�b SC2 ZQ- O 4815 CENTER STREET TACOMA, WA. 98409 � VUV _ PHONE: (253) 474-9449 FAX: (253) 474-0153 hftp://www.sittshill.com/ F� �yA Ex Project No.: 17668 Project Mgr.: KH �SCA PE 11/09/2018 Proj. Engineer: MBK Proj. Drafter: JMW R-402722 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING j WATER UTILITY t } NORTH amorganroth 11/13/2018 FAbdoul Gafour 11/13/2018 %J W 0 O i 00 HORIZONTAL SCALE: 1"=10' DEVELOPMENT ENGINEERING 0 10 0 10 20 J bbannwarth 11 /13/2018 C� DATE: CITY OF WSADA PARKING LOT z FIELDBOOK: RENTON PAGE: 10� DRAWING NO: Planning/Building/Public Works Dept. IRRIGATION PLAN L2.0 0- (PRIVATE AND PUBLIC) SHEET: 23 OF:25 Q GJ r) Q