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HomeMy WebLinkAboutR-422921L; 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 2�I TYPE I v - - I - � - Y OF s s6 _ /� ❑� i o RIM-21.33 CITY 5 - s y� PROPOSED FEATURES iWER MANHOLE X ti ti�I O.W PER 4668 sue" z �K' w . a IE=18.38, 18"CPP NE TED R CE # O i I� V RENTON ORDINAN ss00 i V) ° I E=18. 37, 18 CPP S ° _ Ss 0 PVC IV a Q N� 0 21y ETE I S Ss x ti �a o o ti� GP "'.1�L�T,.t �- PVC E l pNCR _ - / \E W I J Q p C . _ _ ti9 GAs' '2:': ' _x ti_ BURIED i »PVC S GAS" ° ' a a CL 1I e ss S i ti� 8 12 8 DRAIN MANHOLE a �' Q o - ss ss / �ti�ti' ASPHALT 4X4" / _.Gra' NU' '\•,`': 28 0 . 21i tit 50 - ss ss ����� �� �� ti>Ro'9. N ANC #468S O i cas- ' a P - ���4yo� ' . GRAVE I. 1, 12"DIE "STOP" gha - ' SS ga" TpN pRDIN 11200390 ' z• GAS�a' - - a1 225s - Q� ° . 3 Hp 4, 18"DI S " - - w ss x tip. - REN NO. 1997 �, As"; ° CIT TV - oW SS o� ASPHALT ' REC. _ AS�a -yp, R.O. PER Y 8 s°� 0 13 9� i 0 y ''::; . 07 - ��Ss 21a G P v CATEp R INANC s3 x 2�o I . NP _ s A - oN . VA T gR 0 5 FO 9 � / x �� ice. , o i _ a - ° 1, REN �97 -s I ..: � tip.° °a _ x - - _ _ I' .. WOOD a a u so ti 1 ° �.o CONCRETE rn �5 .e v .a __ °.�:.' STAIRSI \ -'so' ° ASPHALT a MUD I I ° v /•i ° X _ F� ° I ST' ti� W- " 10-oHP- ti,9� pow- ° a _ ° -8 I }' EXIST G �, xi 7 �v:... GRAY saIV �� i \ \ o _ cAs_ - C14N �AV r-F ° E�r3 tip. - - I 2¢ 9 CAIO ti6 BUILD NG TPN 33 LE,,� . I BALLESTi ° �, ��. • STORM DRAIN MANHOLE i CECON , , N III 3 ap ° . TYPE ll I STORM CATCH BASIN S `BRI K 5&12" CEDAR \ k GAS y1�' v ONP '• • p� RIM=22.92 I TYPE I S I IE=19.76, 8"PVC SE I RIM=22.49 \ \N a�„ IE=17.10 15"CPP SW IE=20.34, 12 DIN STORM CATCH BASIN RETAINING \ BR THEPTON" I 14 CED WALLS�� Sde tip` 20� w095 „ Iti�6o STORM DRAIN VAULT I IE=18.69, 12"GONG E TYPE 1 �22.3 WOOD / X1 ti� >� o ti EMPLOYEE OF IE=18.46, 15"CONC W I RIM=23.55 I YARD FO I ti TYPE II IE=18.02 12"CPP S 6 � STAIRS- - t THE MONTH" DRAIN m I z RIM=23.59 STORM DRAIN MANHOLE IE=17.97, 12"CPP W I 1CONCRETE I N� sD so NI / tio9� / I I m 9,• �9 IE=19.14, 15 CPP NW I I TYPE II i 16� CI l l STAIRS TO TION DEAD END l STORM CATCH BASIN I RIM=22.11 1 2� 6 ' . �I TPN 3340402820 / BA � T ;.:...:.• � ' 2X ., ,• ....... STORM CATCH BASIN ti��� I I I TYPE I I IE-14.51, 4 PVC SE 10 BAY ESS X SI TYPE I x o �5 / \ I RIM=20.89 I A & D RENTON LLC BOTTOM STRUCTURE= 12.36 I DOOR a N RIM=20.18 I 2 \ I » 0� 23 0 1 ai (f E. �0 3 99 x � 1 a I E=19. 23, 12 "CPP SW 3 P VC, PUMP WITH FORCEMAI N E �0 9s �g 9 i I' GRA VEL �. EL o �• tip• m �Py Iv IE=17.72, 18 CPP E I x I O �g9 `'.• WA TEA IE=17.46, 16 CPP S I � �.. o �6 I 9-:22. I ti ' TPN 33¢�4�2850 a EXISTING I 23 70 " IE=17.35, 12"CMP W 1P 3a9 I EMPTY 1 I 5 MAP TEL TEL (� BROTHER T ADILLA Lu, g BUILDING STORM CATCH BASIN I oa0 CONDUIT wt I �•,� J- \��$ TYPE I I �x ti II I ti3aa I .: I 2X1&4X2 L 10'l RIM=20.93 a �I I 4X so IE=18.16, 18 "CPP N I w I I I m o sD23 28 __ I I 2X3&3X5 IE=18.33, 12"CPP E I 16�Oga 2a m YARD DRAIN I �0 8 5 I P IE=18.19, 18"CPP W I I Ix tia �OP OF DEBRIS 15.92 _ �1 li, 1 9 o I _ 12 13 I 3 m ASPHALT o l Cn 0 9 0 o F.=24.04 _ x �g I i i i (� 2�1 �11 x l i I I ASPHA T O X 2�1 �x cn I � � \ � I \ � 3 o ��a NCRETE F.F.=23.88 - ' STORM CATCH BASIN I I I 1 a ` STAIRS TO STORM CATCH BASIN I ONCRETE I �5 a _ i I ' TYPE I I o a 2 \ 2g2 9a oaa 5 . , a9 m � _ RIM=23.66 I _BASEMENT RIMTYPE20.48 1$ U) I® X�� IE=19.65, 12"CPP N I III i I\ I a ACCESS IE=19.30, 8"DI S I tioAa �1a ti�55 a ' IE=19.76, 12CPP E z Q I RE INI G 10 x I IlIx II1� VACATED R REN N a IE-19.76, 12 CPP S Q N I i �` I ti '1� o PER CITY OF ' I IE=20.38, 6"PVC W I I i 1 I WA I WI 997071 �313 I I 11 ' I FF S SD I I 1 F.F.=23.87 I o I I YARD ,245 . F.F.=24.00 I ( `� I I I DRAIN STORM CATCH BASIN I I �o I511 EXISTING TYPE 1 �� \ I m \ TPN 3340402885 :- SD I I� I I I BUILDING RIM=21.65 NIX \ I BROTHERTON CADILLA STORM CATCH BASIN I I I I I IE=18.74,12 DI SE cv >� '- - Ss - - - s ss - - TYPE I g , /�, ( - - ASPHALT I 5 IE=18.54, 12"CPP NIN I I /N I I RIM=22.55 I ��, - \ \ IE=20.28, 6"PVC W L' STORM CATCH BASIN » 0 PARKIN \\I I� I I IE=20.02, 12"CPP N ti 13 ❑9 I I I �� TYPE 1 I i 9� \ RIM=20.62 Ic \ IE=19.03, 8"DI N �$ a IE=18.69, 12"DI SE 22 IE=18.70, 12 "DI NW I I -- STORM CATCH BASIN I i I y1 I z 1 I TYPE 1 °a RIM=23.25 Ij IN �� RDIE=17.89, 12"CPP N 5Nxxti1 xa• IE=17.86, 12"CPP SW 2 N ' PARKING" a .. tit L � a �::•• ' m \ I � � �: ..�3.•:.:.,,.. I J o "RES VED" l ap \ - z - 11 c� X o xti 3 / I z rr�J ,w a tiL56 I w I IQ ooa •+�• � 01 \ INW �W XTI1 a II I 1 \ oa 19k I 2�• a9 \ _ ASPHALT " , " 4i ` i23 x 222 I ��ti 3 ' � __w •-�' o IN I \� a •• a ° 2 A. aCONC.' 11 - ' W "NO C1110 - W -� �\ ��aa yy�� `ltia X � � X O 2 ti-S�1 6 U I 0 �j" M ' / W �� SS I I l AS ALT .. • • • - W tia SS �- N 3 \ �`•`-`S�`•`•` `'- 23 ei 1 w x ti s i TELEPHONE q: g�.• ss �5o RISER _ titi. `� SANITARY SEWER MANHOLE �•`•``• _ x ss s91 Y SEWER MANHOLE I a 3 x , w _ - �0� ss '4. :✓ TYPE ll i I - - - 4' - x ss a Tc 2 RIM=23.23 92 i �,' �'VI E _ w 6 ❑ Ss / /2 15 MAPLE IE=17.07, 6 PVC E 8"PVCN a9 x �, x 1 s° EDI All ss 9� ti ��� - tik�9 IE=17.01, 6"PVC S �� o SS ,. GRAVE :.• E` 2� CIE=17.19, 8"PVC W 8"PVC E X ��9. y ' - SS a.:r , Pi �15" MAPLE TH ST' / ss ' �14" MA _ "NO PARK - W. �3 J ss ss :jet _ pW l �e �..:..: �� p AV E • / 10 s titi. . 0 PARKING" , VA CITY R. H I R ti5a X TF' x _ OF RENTON 'T -X I SS tit 59 X ti� -23 ' PER CITNCE #4610 0284 i 5 TE 0R Np 19960614 o a g lti9 24.0�) ' REC. STORM CATCH BASIN ' �' / 2 l o X - �X TYPE I RIM=22.71 LANDSCAPE 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 SYMBOL QUANTITY BOTANICAL NAME COMMON NAME SIZE/SPACING CONDITION 2 TILIA C. CHANCELLOR CHANCELLOR LINDEN LITTLE LEAF STREET TREE 2" CALIPER SPACE AS SHOWN B&B O19 BERBERIS T. 'ROSE GLOW' ROSE GLOW BARBERRY 5 GALLON, SPACE AT 6' O.C. CONTAINER O 8 SKIMMIA JAPONICA JAPANESE SKIMMIA 3 GALLON, SPACE AT 5 ' O.C. CONTAINER 0 22 PRUNUS L. 'MT. VERNON' MT. VERNON LAUREL 3 GALLON, SPACE AT 4' O.0 CONTAINER 0 36 ROSA 'DOUBLE KNOCKOUT' DOUBLE KNOCKOUT ROSE HYBRID 3 GALLON, SPACE AT 3.25' O.C. CONTAINER ® 18 BUXUS S. SUFFRITCOSA DWARF BOXWOOD 3 GALLON, SPACE AT 3.25' O.C. CONTAINER 30 CAREX 0. 'EVERGIOLD' EVERGOLD SEDGE 1 GALLON, SPACE AT 1'-6" O.C. CONTAINER ............. 805 S.F. SOD TURFGRASS OVER 8" COMPACTED DEPTH IMPORT TOPSOIL 968 S.F. WALDSTEINIA FRAGAROIDES BARREN STRAWBERRY I GALLON, SPACE AT 2.5' O.C. CONTAINER NORTH HORIZONTAL SCALE: 1"=20' 20 0 20 40 C TY OF RENTON Plan ning/Building/Public Works Dept. GENERAL NOTES 1. SEE SHEET L1.1B FOR PUBLIC LANDSCAPING IMPROVEMENTS. 2. SEE SHEET L1.2B FOR PLANTING NOTES AND DETAILS. KEY NOTES 1� EXISTING RED MAPLE TREE TO REMAIN. MINIMIZE DISRUPTION OF ROOT SYSTEM WHEN ADDING TOPSOIL AND MULCH TO THIS PLANTING ISLAND. EXISTING BOXWOOD HEDGE TO REMAIN. sitts&hill CIVIL I STRUCTURAL I SURVEY P a�� 11� SCE 0 4815 CENTER STREET I TACOMA, WA. 98409 V PHONE: (253) 474-9449 I FAX: (253) 474-0153 http://www.sittshill.com/ EXP IZati��G� Project No.: 19480 Project Mgr.: DCD 449 �SCA PE ARG�`� 03.17.23 Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM R-422921 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Wanders 05/08/2023 CURRENT PLANNING 0 AMorganroth [05/09/2023] DATE: BROTHERTON BUICK-GMC - RENTON FIEWBOOK: PAGE: DRAWING NO: LANDSCAPE PLAN L1.013 (PRIVATE) SHEET: 24 OF:29 N T O O N ,i1 N T O O N Q J LO O O N N A u