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HomeMy WebLinkAboutR-422924L; 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 C\JI ' 1 / STORM CATCH BASIN �Ss_ N TYPE I OF 4V`:� - - - s RIM=21.33 CITY5 - s �1 iWER MANHOLE X ti 11� O.W. PER 4668 a IE=18.38, 18"CPP NE VACATED R CE # O I I� " V RENTON ORDINAN = % ;.� i ss ss Q ° I E=18.37, 18 CPP S >'PVC N a I Q z 2�5 °° ° , _ ss ss.._t._ Q „ ° / I.V �ti CONCRETE ° _ , - ' ss - 9 x o o ti / !:.? �1E IJJ ; PVC E I J Q �� ti AS � „PVC S "BURIED a I � I � p - ss S i i x ti� 8 12 8 T h :�.. 22 s. GAS ° ' a I ss �ti ASPHALT �`° `.o DRAIN MANHOLE a I Q I tiL / A� a b ss ss _ c "� 2 +..\; ,:.:,':.::._. 4X4" 28 2�� ti16o so, SS o W 683 0 _ = a Ps_ - Fw ti� 4y.1: ;.:'`: r ", :', 'i ° SS�,'^r�$' NCE #4 / cas- / 71t� Xti q; GRAVE oyp 1, 12 "DI E "STOP„ � _ _ ss 1g6 I N pRDIN �11200390 / _ _ s. GAs.-a'.. _ 61 22.56 - .'-N. ' .': '::.; ., CO : 3' ..` 4, 18"DI S _ - N ss X L REN NO* 199 As 4 CITYti o ;3.,..'I .. 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GRAVF�e :.>:. °.:.g....° - - _ --� ----- ;AIO 76 BUILD NG TPN 33 LOL° BALLESTI s W H c � -- - - ----- ECN 3 - ti ��. , STORM DRAIN MANHOLE 4 �. ,� N II I 1 2 4 .� TYPE ll I STORM CATCH BASIN m' `BRI K 5&12" CEDAR \ C RIM=22.92 I TYPE I I It GAS- pNP' IE=19.76, 8"PVC SE I RIM=22.49 F' IE=20.34, 12"DI N ° RETAINING \ 1 IE=17.10, 15"CPP SW STORM CATCH BASIN 2' . 1 �ti BR THEPTON" I WALLS ti I I 12"GONG E TYPE 1 14 CED ° 20' „ ti�6o STORM DRAIN VAULT IE=18.69, ;.' ..' 1 ti� o ti EMPLOYEE OF ° �06 1 IE=18.46, 15"CONC WI RIM=23.55 �. 22.31 WOOD YARD x FO THE MONTH" I RIMTYPE23.59 IE=18.02, 12"CPP S `i 6 I� STAIRS- - DRAIN .'.' STORM DRAIN MANHOLE IE=17.97, 12"CPP W I 160NCRETE I N� sD SD I / 09� o �g IE=19.14, 15 CPP NW I TYPE II I ti ... m I I.I. l STAIRS TO I ;; 16 CI DEAD END ` l STORM CATCH BASIN I RIM=22.11 I I 2. 6 Hl TION �� I L'.'.' I �' I TPN 3340402820 I �' I / BAT;.:,. ,.:..., STORM CATCH BASIN ti� I TYPE I IE-14.51, 4 PVC SE 10 BAY CESS X: SI x \ I 5 \ I A & D RENTON LLC rC_ . , {� N: TYPE I I 20 I \ / I 4 RIM=20.89 I BOTTOM STRUCTURE= 12.36 I / DOOR � 1� , �o gg6 y1 o IE=19.23, 12"CPP SW 3 PVC, PUMP WITH FORCEMAIN E �0 9s �g9 a1 y E RIM=20.18 � 0 23 0 GRAVEL �. E. IE=17. 72, 18 CPP E 1 x 3 0 x tip' °- I E=17.46, 16 "CPP S I0 99 0 6 I Iv ^9':22 . WA TER 1 23.70 5"MAP 23 " IE=17.35, 12"CMP W I ag TPN 33¢�4?J2850 a J "~ EXISTING I I I 1 TEL TEL 3' BROTHERT�ljj ADILLA Lu g BUILDING EMPTY 1 STORM CATCH BASIN Q I CONDUIT TYPE I I tio6� I I i�' I I o �:: ;'. I 01 -L J- - RIM=20.93 I �x I 3 �a I ::,';,, 2X1&4X2 L so �1 PIN _ IE=18.16, 18 "CPP N I N o m o so23 28 _ _ 12X3&3X5 IE=18. 33, 12 "CPP E I I (o io 9a 2a m YARD DRAIN I 1 0 8 5 I P � Ix k a. RIM=23.10 IE=18.19, 18"CPP W I `� I 9" 02 I TOP OF DEBRIS 15.92 111- I 3 m ASPHALT o l 0 9 0 ooF.F.=24.04' _ x I i I I (6c 211 �11 X I I ASPHA T 2• I I o �. o f I cis O X I I' `l0TN i5 I I 1 23 0 I I z \ 3 0 ��a NCRETE F.F.=23.88 ' STORM CATCH BASIN I I I I 6 ` STAIRS TO STORM CATCH BASIN i I 9a oae I 5 )NCRETE �g 6g CO - ' RIMTYPE23.66 I I 21 \ 2�2 \_BASEMENT TYPE I I �< I x tip' I RIM=20.48 ® IE=19.65, 12"CPP N I I I I\ I ACCESS IE=19.30, 8"DI S I I �OA6 �g�b p 1g55 �a ' IE=19.76, 12„CPP E z Q I I II I \ I ��� X I �X I GATED R N IE=19.76, 12 CPP S Q N, N I I RE INI G 0 I v 1 ER CITY OF REN ' I IE=20.38, 6"PVC W o `�' i I I WA I m I I 3 asP P g9) 71 �313 I " SI SD I I J'. • 1 F.F.-23.87 I o I I YARD 24S l i I I I e F.F.=24.00 I `� I I I DRAIN STORM CATCH BASIN I I �o TYPE I\ I 1- So EXISTING I I II I I ( I BUILDING RIM=21.65 �ti. X tio� �� \ TPN 3340402885 STORM CATCH BASIN I I „ ,,I NI �N \ I BROTHERTON CADILLA I I IE=18.74,12 DI SE Cv >� - - .' '; '= SS - - - s SS - - TYPE I �I /�' II I I RIM=22.55 ASPHALT IE=18.54, 12"CPP NW I I IN \ \ II IE=20.28, 6"PVC W STORM CATCH BASIN 1 / " 0 PARKIN \\I /� I IE=20.02, 12"CPP N 13 ❑9 I I I �� I. ti I I TYPE 1 RIM=20.62 IE=19.03, 8"DI N �2196 I ti1A6 IE=18.69, 12"DI SE X IE=18.70, 12"DI NW STORM CATCH BASIN I \ ti��6 I I I I ^ I ��� ..:..:•..:.. `.: ' .. TYPE I o RIM=23.25 �ti��rt R IE=17.89, 12"CPP N �5 b y \ I I x IE=17.86, 12 CPP SWNO PARKING"' 13 I a tit ,u o \ I _ �3. J m o "RES VED"- CL / 1 © 4 h� I' o � 11 xm z /W e ti 6 chi I L ' U k rn \ + ( I ��1 I W �� 1 cV W ASPHALT Q 22 I 3 ' w �2 X2 o If 1, I \� a a o J. CONC.' l 1 __ w „NO �1 _ W - - �\ as I N, N�, � .. 16.°� --- _ ° ` ... .... ti�°� I'� xti`�. / \ 5 - e ' W �' 1a k co - _-� - _ w � titi' X a �'O P _J01 ' _ 6loop g S III � I o cad -� SS UD / ASP ALT 3 \ �. ...�: W X 7ti s ss TELEPHONE .TA .. 37�:.. BP / _ W S / Sp0 RISER _ N \/ N I �� - "\ • • •�� W _ - w x ss _SS SANITARY SEWER MANHOLE Y SEWER MANHOLE I a 3 x , W _ - ' �0� ss / TYPE ll - _ X ss / a % % T� RIM=23.23 a 92 `� I �, o _ W -' 6 ® / ss / '.;23_ MA IE=17.07, 6"PVC E 8"PVC N ag x �, X I so / , (� / ss 9� r� 15� LPL ti� �g IE=17.01, 6"PVC S 8"PVC E �� 'I ti9 07:1 � _ W _X T� / SS ;. '; GRAVE M E` �15" MAPLE ,24 'IE=17.19, 8"PVC W H ST o j ss / ss 1 . ,...'', j.. 4„ APL _ „NO PARK 13T I �ow,- 5 AVE-)10 s ss 5a x tip' 1Ft 0 PARKING" , 'GATED R O RENTON •TH I RD -x 1 ss ti1 5g x �ti. -23� - PER CITY OF 4610 I 5� �' ' ORDINANCEI9 606140284 a g lti9 24.04 L�� REC• N0. STORM CATCH BASIN 0 x _ �x �g1 TYPE I RIM=22.71 IRRIGATION PLAN (PRIVATE) SCALE: 1 "=20' • Call 811 • m two business days before you dig NO. REVISION SURVEYED: DESIGNED: DKII 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 NORTH HORIZONTAL SCALE: 1"=20' 20 0 20 40 C TY OF RENTON nning/Building/Public Works Dept. LEGEND PROPOSED FEATURES - LANDSCAPE AREA REQUIRING IRRIGATION, SEE DETAILS ON SHEET L2.OB AND L2.1 B. AUTOMATIC IRRIGATION VALVE. �PQQ IRRIGATION HEADS (SHRUB BODIES ARE 6' POP-UP SHOWN WITH SOLID FILLED SYMBOLS. LAWN BODIES ARE 4' POP-UP 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 A EXIST. 1.5" WATER METER AND 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 L2.2B. 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 INSTALLEDSYSTEM. 12. PROVIDE 4' SCH 40 PVC SLEEVE BENEATH ALL PAVED AREA FOR ROUTING IRRIGATION PIPING AND CONTROL WIRING. PROVIDE 2' COVER MINIMUM. KEY NOTES 1� EXISTING IRRIGATION METER 2� CONNECT TO EXISTING IRRIGATION MAIN AT NORTH SIDE OF BUILDING. EXTEND MAIN SOUTH ALONG MAPLE STREET WITHIN PROPERTY LINE. 3� EXISTING DOUBLE CHECK VALVE ASSEMBLY IN VALVE BOX.. 4� EXISTING AUTOMATIC IRRIGATION CONTROLLER (11OV) MOUNTED ON SIDE OF BUILDING. REPROGRAM CONTROLLER AND NOTE NEW CYCLES IN CONTROLLER BOX. 5� CONNECT EXISTING DRIP PIPE SYSTEM IN RAISED PLANTER TO NEW MAIN PIPING. PROVIDE NEW SEPARATE CONTROL VALVE FOR EXISTING DRIP PIPING LATERAL. VERIFY EXISTING DIP PIPING IS VIABLE AND OPERATIONAL. sitts&hill y00rvv, .,' �Ny 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/ 49 EXP IZar6l, Project No.: 19480 Project Mgr.: DCD �SCA PE ARG�`� 03.17.23 Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM R-422924 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Wanders 05/08/2023 CURRENT PLANNING AMorganroth [05/09/2023] • DATE: BROTHERTON BUICK-GMC - RENTON FIELDBOOK: PAGE: DRAWING NO: IRRIGATION PLAN L2.OB (PRIVATE) SHEET: 27 OF:29 N T O O N ,i1 N T O O N Q J LO O O N N A LJ