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HomeMy WebLinkAboutR-422955L; i Q Z A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON O 2: e GENIUKY LINK WLJI LEGENDN RIM=22.06 IE=19.91, 8D.IN N IE=16.44, 6"PVC E x ti ' so _ w - 1� ss _ GAS i _ PROPOSED FEATURES- IE=16.36, 6"PVC W a AS HALT 1. s I w ' � / �`L' SS �� � 12 8 � GAS As - HP" ...... -, LANDSCAPE AREA REQUIRING IRRIGATION, SEE DETAILS NO PARKING" _ a sow - _ ss _ _ O � w - - - - "GAs _ oHP- ON SHEET L2.OB AND L2.16. • w I 1 %T ........ o j' � 23 a so. i _ _ VV , l `/ i > _§ ,� ss / - - GAS -GAS FENCE „NO PARKING" CHAINL AUTOMATIC IRRIGATION VALVE. K N 6 B k B? so '�So __ _ _ _w -S /iSS 2� ��QGAQ.- 5= k IN -- w o "NO PARKING" °� _ w - 2. J ° -'3'.. 7 X ti - eP so _ _ _ w _ - _ - _ _ _ - - - -° ,STORM VAULT W/OIL WATER SEPARATOR eP _ - - w - - - - - - a 3 LIDS. UNABLE TO OPEN 2 OUTER LIDS OP�4 I IRRIGATION HEADS (SHRUB BODIES ARE 6 POP-UP) ti P a I o. _ -22 - -g _ ss o -, y:. "r°��j!..... TEL yTE� I l� RIM=24.08 DS SHR UP ASPHALT _•��. I _ SS TOP OF 78 SS i ° a TES TOP OF V ERTL TEE1.21.55, - - - - - _ o ss � a ° ° � I � � - - - - - PVC SLEEVING. (4" DIA. MINIMUM) ss �22� ° a z BOTT OF VER T. TEE=18.58, 12 PVC W SS 222 ° a - '•:•: I TOP OF PIPE=20.9±, 12"PVC E, - - IRRIGATION PIPE MAIN SCHED. 40 PVC (18" MIN. X J - : .. z UNABLE TO MEASURE IE COVER) � a ss �7 cn x_ - / z WATER LEVEL=19.98 = s � ' 1 �E SS BOTT. OF STRUCT.=17.53 IRRIGATION PIPE LATERAL CLASS 200 PVC (12 MIN. � II ��� COVER) 2 4 \SDI ° 3 �4 I / \ 2 TPN 3340402755 I GENERAL NOTES AZULq PROPERTIES LLC 1. AUTOMATIC IRRIGATION SYSTEM SHALL BE CONTRACTOR/BIDDER DESIGN. GA , s -� 22o aS (IS (IS I(IS S I -% \ \ \ / _ /� I _ - -\ • I / 2. IRRIGATION ENGINEERING DESIGN TO BE BASED ON A NEW 3/4" IRRIGATION r ° a METER AND 1" SERVICE LINE. DESIGN WATER PRESSURE IS 70 PSI. VERIFY / e1 22.56 I � - - - - �- - �a = - - - STATIC PSI IN FIELD. IRRIGATION LAYOUT SHOWN IS FOR PERMITTING � r I I\ \ \ I I PURPOSES ONLY. 22.93 X/ X 2g. 6 I I I I C \ \ 0 3. INSTALL ALL EQUIPMENT PER STATE AND CITY OF RENTON CODES. x ti�1� �5 - I \ I I \ \\ / I 4. REFER TO INSTALLATION DETAILS WHEN INSTALLING ALL EQUIPMENT, SEE ASPHALT k _ I \ I o ti SHEET L2.2C. w U' \ cn I o 5. ADJUST THE RADIUS ON ALL SPRINKLER HEADS TO CONFORM WITHIN THE I I I I \ LANDSCAPE AREAS. _ z 03 o / ROW, ' 6. UPON COMPLETION OF THE MAIN LINE INSTALLATION IT IS TO BE \ I cn VACATEITY pF RENTON - PRESSURE TESTED PRIOR TO COVER. USE LINE PRESSURE FOR (2) HOURS �� 5 8 PEORDINANCE # . ' WITH NO LOSS. STORM CATCH BASIS' I I I °al I ' _ ' NO 19g70715' 7. BACKFILL ALL TRENCHES WITH "ROCK FREE" MATERIALS AND COMPACT TO REC. TYPE 1 �,I I - / . '' ... ' �4 90%. RIM=23.55 Q i I /, I / o .�.... .2 I ALE I I _ .......n : : '. �' `"Tr- 8. INSTALL REPLACEMENT CONTROLLER AND RAIN SENSOR AT LOCATION I un IE=18. 02, 12 "CPP S IE=17.97, 12 CPP W 2s SHOWN ON THE DRAWINGS. THE SENSOR TO FREE FROM ALL OVERHANGS. HOSE I 9. FROM THE CONTROLLER INSTALL 2 SPARE YELLOW WIRES TO CONTROL 10' BAY ° I _ - \ BIB VALVES. = 12.36 DOOR \ W I FORCEMAIN E Q��I / 23.96 �I I / _ - ' moo- - �� I. Lz�u I 10. ALL CONTROL VALVES SHALL BE TAGGED WITH A NON -FADING PLASTIC \ \ Y TPN 334I0402935 I MARKER INDICATING THE PERMANENT VALVE NUMBER. BALLE E CONTRACTOR SHALL PROVIDE A EXACT AS -BUILT DRAWING OF THE EMPTY ROY+RED+GLO+GLORIA 11. INSTALLED SYSTEM. CONDUIT mop\ . L0 12. PROVIDE 4" SCH 40 PVC SLEEVE BENEATH ALL PAVED AREA FOR ROUTING m o 2X1 &4X2 SD IRRIGATION PIPING AND CONTROL WIRING. PROVIDE 2' COVER MINIMUM. f• �Q 8 5 3.28 F - W I '.I.'.' I I � RD �F F =24. 04 _ :' :. :...:. �� , I I :::::.'.:. I �F P KEY NOTES 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 BASIL TYPE I RIM=22.55 IE=20.28, 6"PVC W IE=20.02, 12"CPP N N 7&8" OAK l � 42" �� \1 „WATER LINE„ w SD / RED "HAZARD" S J Xx ON w $ ��V • NN 11 z rn -� w x titi O HALT _ ~ ' w ti6 x tititi "NO PARKING" i 9 "NO x a6 - 4(��j� �0000 1119) 4 �CO)`,�� TELEPHONE RISER A VH01 F IRRIGATION PLAN (PRIVATE) SCALE: 1 "=20' • Call 811 • m two business days before you dig NO. REVISION SURVEYED: DESIGNED: DKM/RJJ DRAWN: KLK/DKM CHECKED: DCD BY DATE AP P R APPROVED: DCD SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CONSTRUCTION RECORD DRAWING PROJECT WAS COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS. ELEVATION DEVIATIONS, WHERE APPLICABLE, ARE DENOTED WITH PLAN CALLOUT UPDATES, AND A STRIKEOUT THROUGH THE ORIGINAL ELEVATION. UTILITY AS -BUILT INFORMATION OBTAINED BY MCKEE ENTERPRISES AND VERIFIED BY SITTS & HILL ENGINEERS, INC. I� NORTH HORIZONTAL SCALE: 1"=20' 20 0 20 40 C TY OF RENTON Plan ning/Building/Public Works Dept. 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). 3� INSTALL NEW CITY OF RENTON 3/4" IRRIGATION METER PER CITY OF RENTON STD PLAN 320.1 (L2.2C). :� 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 Q a�nnnM So�J o CIVIL I STRUCTURAL I SURVEY 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-0153 http://www.sittshill.com/ 1/0�9 EXP.32��V� Project No.: 19480 Project Mgr.: DCD �SCA PE ARG�12.04.24 Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM R-422955 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BROTHERTON CADILLAC - RENTON IRRIGATION PLAN (PRIVATE) DATE: FIELDBOOK: PAGE: L2.00 SHEET: OF: 34 39 N T O O N Ir 0- N T O O N a J 0 O O N A u