Loading...
HomeMy WebLinkAboutR-422922L; 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 (V I 'I / STORM CATCH BASIN - - 7Q 8 - - = - �22 ss - LEGEND CV ° i- ID4 21I TYPE I ° - - I - � - Y OF s s�; _ /� ❑7 i RIM=21.33 CIT 5 - s y1 PROPOSED FEATURES iWER MANHOLE X ti ti�I O.W PER 4668 ° i o sue" z �K' W . a IE=18.38, 18"CPP NE TED R NICE # O I V) I � " V RENTON ORDINAN ss ss x �y�ti �� ^! .. :,': ti IfL Q ° I E=18.37, 18 CPP S ° _ ss 0 I„PVC N Q a� �N� 0 21y ETE�S ss x����- W _ - BURIED I .I Q C �/ tig As•..... ti- »PVC S GAS" ° ' a I a II ° e ss SS / ti� 8 12 8 - T �2• DRAIN MANHOLE a I " Q I o Ss ss / ��1�' ASPHALT 4X4" ASS ij 7 / 28 0 . 21i �1. 50 - ss SS �� �� 71�o g.W. ANCCE #4683 O i cas- ' � a P� - F� �7ti� �50�''•:'"" GRAVE ! �.o I: / 1, 12 "DI E "STOP" gha ORDIN 11200390 / z• GAS�a' - - a1 2256 . 3 Hp 4, 18"DI S w ss x L1 RENTON NO 1997 a !`S"; ° CITY CO :: Tv 1 c� _ ow Ss oN ASPHALT ' REC _ GAS'a -oHP 0 PER Y 8 sod 0 13 9/ / 9 g '?; 0'1 - I ��ss 21e G P ° CATEI R INANC s3 x SaoI . oNP ° I _ s a �' _ A - ° off .� 8 VA E qR 5 - Fo \ x s R NT �.1 4.w so X.,"° °a _ x - - -' 1° a s : a Mu so 5ti �•o CONCRETE so . g° 5 ° X tip' �y - - - o.� /ICI 1• ° ' ° ° a . MU pNP-i �Fo A . 4 ASPHALT w p� �M I w °' °° v• e °° .. ° I �I ST. w x� °�°. _ a.°: ° - �-� EXISTI G �. �� \ N - - �° o �. ° GRAt/E��e :.�. I I I a TPN 33 a GAS' N f _ - - 2¢ 9 )CAIO ti• BUILD NG AVE.I BALLESTi ' ' ' ° �, ��. • STORM DRAIN MANHOLE � I CECON , 3 ;• a 0 •;• ti , • TYPE ll I STORM CATCH BASIN `BRI K 5&12" CEDAR \ GPS �1c� o"'? p� RIM=22.92 I TYPE I I 60 IE=19.76, 8"PVC SE I RIM=22.49 \ / IE=17.10 15"CPP SW IE=20.34, 12 DI N STORM CATCH BASIN RETAINING BR THEhTON" I 14 CED SITeWALLS�� ti1� ti°� No95 \ „ �6o STORM DRAIN VAULT I IE=18.69, 12"GONG E TYPE 1 �22.3 WOOD ti� x� o ti EMPLOYEE OF ° �a6 I IE=18.46, 15"GONG W I RIM=23.55 I YARD t x ' F° THE MONTH" i ti '� TYPE II IE=18.02, 12"CPP S 6 STAIRS- - DRAIN RIM=23.59 STORM DRAIN MANHOLE IE=17.97, 12"CPP W I CONCRETE I N� So sD I / 09� I .'.♦♦ / I o O �g IE=19.14, 15 CPP NW I I TYPE II I „ ti m 116 If STAIRS TO I --R!.` : ;; :.., . � Hl TION DEAD END I `�` ; / N ° STORM CATCH BASIN I RIM=22.11 I I 2. .- " -, X - TPN 3340402820 / BAT „ I 4&2.: STORM CATCH BASIN 'A. I I TYPE I I IE=14.51, 4 PVC SE 10 BAY ESS X SI TYPE 1 x \ I 5 / \ / RIM=20.89 I A & D RENTON LLC BOTTOM STRUCTURE= 12.36 I DOOR a N: RIM=20.18 I 113. \ » 0� 23 I al:.:•� E.10 3 gg x a�1 o IE=19.23, 12"CPP SW 3 PVC, PUMP WITHI FORCEMAIN E y �0 9s �g9 i y GRAVEL �. EL IE=17.72, 18 CPP E IE=17.46, 16 "CPP S 19g 0 16 70 I WA TER Ati ' TPN 33¢�4?J2850 a EXISTING I 23. -- �tjj fi5 MAP 23 " IE=17.35, 12"CMP W ag J,• I I I T TEL TEL �3' BROTHER T ADILLA w g BUILDING EMPTY 1 \ \ _ SD STORM CATCH BASIN I ao I I �::,;, I I CONDUIT col I �•,� J_ \�18 TYPE I hx do I I / 10 'I RIM=20.93 I a �I tip' I ° '`': I ¢ 2X1&4X2 SID L so .1 P' I E=18.16, 18 "CPP N I I o o I m o 23.28 I / 2XX 5&3X5 IE=18.33, 12"CPP E I ��0'6,0g6 2a m YARD DRAIN 0 8 5 IPIE=18.19, 18"CPP IN I � X / ti� � .,., RIM=23.10 I I i g" 2 TOP OF DEBRIS 15.92 I II' �' I 3 m ASPHALT o t o g I F.F.=24.04 _ x I I i i �� �11 ti1� X I I 1 I ASPHA T 01 I X I 05 I I 23 I I z \ 2110xti \ F.F.=23.88 - ' STORM CATCH BASIN I I I I a ` STAIRS TO NCRETE STORM CATCH BASIN I '•'•' ONCRETE �5 0 TYPE I I o a 2 \ 2g2 9a 00a 5 •,•,• ' a9 CO RIM=23.66 °x I -BASEMENT TYPRIME20.48 I < •• o ' ® xti� _ ' IE=19.65, 12"CPP N I III I \ I ACCESS IE=19.30, 8"DI S I tioAa tiara O ti�55 a ' IE=19.76, 12CPP E I RE INI G 10 x I x fl VACATED R REN N a IE-19.76, 12 CPP S Q N I i �1. I ti 11 o PER CITY OF ' I IE=20.38, 6"PVC W c I i I I WA I WI asP 997071 °313 I I I I I FF S So I I 1 F.F.=23.87 I o I I YARD ,245 l i I I 16 F.F.=24.00 I I I I DRAIN STORM CATCH BASIN I I EXISTING �o511 III :- sD I II BUILDING TYPE 1 \ �' TPN 3340402885 I I RIM=21.65 -1x do 1N \ I BROTHERTON CADILLA STORM CATCH BASIN I I I I I IE=18.74,12 DI SE cv I - - sS - - - S - - Ss - - TYPE I ASPHALT IE=18.54, 12 CPP NW I I l N \ + . �' \ I I IEM20.28,56"PVC W L - - I I 22 - " I IE=20.02, 12"CPP N STORM CATCH BASIN I / 0 PARKIN a •:` • \\I I� � I ti 13 ❑9 i � I I � TYPE 1 I I e RIM=20.62 I I I \ IE=19.03, 8"DI N �21ax� �1X�1aa IE=18.69, 12"DI SE I I I I I I &2X IE=18.70, 12"DI NW--;. '... I \ ILL.J STORM CATCH BASIN TYPE I z RIM=23.25 RD 1 f:. I E=17. 89, 12 "CPP N 'b2 `' "c� \ I X f ti IE=17.86, 12"CPP SW 2 N I ' �a I �� �I �NO PARKING" In I a tit L �. o \ I I I-- 3 U) 9 I J "REST VEDCL " Ix ti1Aa / \ V 11 c° w 6 x I \ Z a' U r 1 W a �' ag / \ ASPHALT ~ N w / x a _ 222 \ 0 x ti 3 _ W /2 I ��x ' I _ A. CONC.' l _ 9 I _w ° 11 0 PIN1 W -- „NO as C111 a ,W �� sQ _ w titi� - 23 ltia X X21 O g. 23� 7� PT501_' 6 ® - ti 6" M / ss- II l ASP ALT ... 23 - / w 22a ss �- 3 .. 35 . `. BP w x s / TELEPHONE I SS / S 0 RISER W x titi ss / S 'i SANITARY SEWER MANHOLE Y SEWER MANHOLE I a 3 x _ W - - �0� SS / TYPE ll I - ' " 4' x / ss / a T 2 RIM=23.23 92 I �,' �'VI E _ w 6 / ss / /2 15" MAPLE IE=17.07, 6 PVC E 8"PVC N agX �, x I so EDI All / ss 91 ��r � - tik�g IE=17.01, 6"PVC S o / ss ,. GRpVE :.. E` 2� CIE=17.19, 8"PVC W 8"PVC E X ��9. ti' , - Ss a.: Pi �15" MAPLE TH ST, / ss / 1 114" MA � - "NO PARK - W s SS . ^� I O W l �g �..:..: r°� p AV E - / 10 s �� ENO PARKING" , V1 CID R H I R ti5a x 1F' x _ OF RENTON T ,x I ss ti1 5g x ti� '23 ' PER CITNCE #4610 0284 5 / ORDINANCE NO 19960614 a g lti9 24.0� L' REC STORM CATCH BASIN ' / 2 l o x - �X /g1 ' TYPE I RIM=22.71 LANDSCAPE PLAN (PUBLIC) 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 SYMBOL QUANTITY BOTANICAL NAME COMMON NAME SIZE/SPACING CONDITION 4 TILIA C. CHANCELLOR CHANCELLOR LINDEN 2" CALIPER B&B LITTLE LEAF STREET TREE SPACE AS SHOWN 957 SF SOD TURFGRASS OVER 8" COMPACTED DEPTH IMPORT TOPSOIL NORTH HORIZONTAL SCALE: 1"=20' 20 0 20 40 C TY OF RENTON Plan ning/Building/Public Works Dept. GENERAL NOTES 1. SEE SHEET L1.0B FOR ON -SITE LANDSCAPING IMPROVEMENTS. PRIVATE ONSITE PLANTINGS ARE SHOWN IN BACKGROUND. 2. SEE SHEET L1.2B FOR PLANTING NOTES AND DETAILS. KEY NOTES sitts&hill CIVIL I STRUCTURAL I SURVEY 4815 CENTER STREET I TACOMA, WA. 98409 V PHONE: (253) 474-9449 1 FAX: (253) 474-0153 http://www.sittshill.com/ +C449 EXP IZatiG� Project No.: 19480 Project Mgr.: DCD �SCA PE ARG�`� 03.17.23 Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM R-422922 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Wanders 05/08/2023 CURRENT PLANNING AMorganroth [05/09/20231 DATE: BROTHERTON BUICK-GMC - RENTON FIELDBOOK: PAGE: DRAWING NO: LANDSCAPE PLAN L1.1 B (PUBLIC) SHEET: 25 OF:29 N T O O N I= ,i1 N T O O N Q J LO O O N N A u