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HomeMy WebLinkAboutR-422906A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON rn _ CV SANITARY SEWER MANHOLE od. x ��OU �� o `1 RIM=21.33 p.W PER CI 4668E Y 0 8 5 a a. - ° a ss ss`? ss TYPE ll off F-18.38, 18"CPP NE TED R• CE # °m i FIBER OPTIC VAC NTON ORDINAN - _ _ _ ss xti� RIM=21.49 a Q °y VAULT 18.37, 18 CPP S RE o _ _ ss 1 1 L IE=14.65, 8"PVC N a �" Nz �1: 1 ss 3,5 N-- -,'- IE=14.75 8"PVC E ° l < �� o D CONCRETE ° - ' - SS x o GPS g4: , I CON _ ss' 0 IE=14.71, 8"PVC S "BURIED a I J Q '- ss SS ' / � 8 12 8 T T h 2Z2 22 . w GAS a 1 II I ss ��ti ASPHALT As- .. g `o : e I TYPEM DRAIN MANHOLE Q I ° o F� - ss ss �� � �' N 2l� -r)Q to „ 1 ti� Aso. ss - o 3 0 : GAs _ - •� I:` ' RIM=21.28 2 i 2 2" 468 o. SS CE # / ° GAS' - ° F"� �ti I GRAVE » � RB A D � � INAN 0 4 _ I x� x � �r IE=15.21, 12 DIE "STOP" - ' ss eb .. NTUN ORD 7112p039 / _ _ g GAS'a 6� 225s ,C0 IE=18.34, 18 DI S EWAL _ - w SS xti RE N0 1,J a- rs ° CITY 3: ; . Tv U - 0 s ss 0 V) ASPHALT 3 I ' REC _ cAs� a o oHP `. R O PER Y 8 so 0 $ �s tit$ G P- - GATED INANC 93 X 7�° oNP i _ s $ _.� g VA ENT 9R �g70 5 _ Fo �� 22. x1 R V4V: X: ° . w so x 216 o ,- a _° . • ..� X ti •o °c - - - ti �o - - J I: WOOD _ , ,Q, x a so yti o o CONCRETE so 9° x ��. j�.STAIRS _.o' ._° imu oNP,'o.�,`" tis F_ s .a . ASPHALT o u �,,tq�7 ° SD �0. ' � �yC �•.. 1 0 �• P, � ',�g1�' � �FO �v- ° V' ... �' ° �ja I•`:.••: y, oti �. ti w , oN x ti� o o a - �-' i. EXIST G o ti so 2�H \ s_ _ - �a o a �. o ,col o : GRAVF�ISe $, . o I �. �CAF1P0 6 TT Wi GA 2 BUILD NG V w D '� BA( ti0�0 ASIN P- �x - - a yy. STORM DRAIN MANHOLE a ECON 2 N II I 1 10 �o ° TYPE II I STORM CATCH BASIN °' I BRI K 5&12" CEDAR \ \ s' y(n `e o e o p� RIM=22.92 I TYPE I I (I I ASPHALT o' 1 0 Ri POLE } / �' � 90 �' 6° ,`L�` IE=19.76, 8"PVC SE I RIM=22.49 \ F' IE=20.34 12 DI N I RETAINING SNP I / IE=17.10, 15 CPP SW STORM CATCH BASIN ' / r �1ti � 1 "BR THEkTON" � I 14 CED WALLS RE 2" 1 IN �, 9` 4 1 y6o i IE=18.69, 12"CONC E TYPE I m „ 2 ' STORM DRAIN VAULT 1� RAMP 1 MAIN �° x I EMPLOYEE OF �y�0 1 IE=18.46, 15"CONC WI RIM=23.55 ?23I WOOD YARD 0 PARKING 12"CPP S NI 6 FIR STAIRS - DRAIN ® Fo „ ti TYPE 11 6 THE MONTH 1 �; IE=18.02, 5 I OP SIG I I m 1 zo RIM=23.59 1 STORM DRAIN MANHOLE IE=17.97, 12"CPP W II CONCRETE I 2 SID so 09� 1 I I / I 1 o c, gg IE=19.14, 15 CPP NW TYPE ll i 7, Q I i 16 /CISTAIRS TO ASPHALT KI D END FIBEROP / STORM CATCH BASIN I RIM=22.11 i I/ BAT :.� X6 _ MONUMENT POSITION I ST01� I I TPN 3340402820 4&2.,::.,. STORM CATCH BAST 1 �1 4 \ �VAU SIRE T 1 TYPE I A & D RENTON LLC IE-14.51, 4"PVC SE 10 BAY LESS X 9 404079012F SUR Y TYPE I CATCH BASIN \I oAy / \ i / ° RIM=20.89 I BOTTOM STRUCTURE= 12.36 1 / DOOR =if . ' .. . . RIM=20.18 N I IE=19.23, 12"CPP SW 3 PVC, PUMP WITH FORCEMAIN E 00� 23gs a of Ls `'.GRAVEL'.. OR, NOT FOUND 9 y Q �y. IE=17.72, 18"CPP E 1 x� 1° 3 0• ti 9 x m I I P `� IE=17.46, 16"CPP S i I I \ y99 0 1�23.70I Iv ^ 9;...22::. WA TEA TPN 33 �402850 EXISTING I IE=17.35, 12"CMP W g \ a9 1 I 3"MAP 23.' TEL ,T "N A �3' BROTHERToO �DILLA �g BUILDING EMPTY 1 1` \ \ STORM CATCH BASIN--": 0 AR ING Q,; 1 CONDUITTYP•,� \ ��• s o6° I SIG - RIME20.93 I axti I / I 2y$y 1 I 2X1&4X2 L so %1" PIN di I IE-18.16, 18"CPP N I `� / I a 1 - I XISTING 1oe096 a�' / � m YARD DRAIN I �Q 8 `5 sD232s 2X'3 IE=18.33, 12 CPP E I I x k ti ti 1 �7a RIM=23.10 N I P o g„ IE=18.19, 18"CPP W I ASPHALT 0\ 1 ti �3•; , I ( r I �- TOP OF DEBRIS 15.92 ASPHALT IN o 1 t o y9 k°o F.=24.04 ASP x I II I I/ HA T I �' I ' I LLLV��� �!0 x CATCH ASIN 3 I 1 y�6 F.F.=23.88 ' STORM CATCH BASIN CONCRI STORM CATCH BASIN I I 1 % l CONCRETE 15 a TYPE I I ti I �y26 \ STAIRS i 9 a y I � 69 m � � RIM=23.66 � I _BASEMI TYPE I I x e °' ti0' / 1 x 15 / ACCES: �, ® IE=19.65, 12 "CPP N RIM=20.48 �: I a6 4 \ �� 6 yy - IE=19.76, 12 "CPP E w IE=19.30, 8"DI S x I ;�xtio I 2�1 CATED R'O'�N ak - ' IE=19.76 12"CPP S Q 10 I FIB R 1pPTIC 1 I VA CITY OF REN IE=20.38 6"PVC IN z II WA INI�IG 4 II m STOA IDPAIN 1 I I ��IP PER CI 313 1 �� o / \ S0 I i �VAITEf� I -C T` �p 1 F.F. =23.87 1 I / o I I I I YARDF�2c STORM CATCH E� 10 I 2 6 y11 F.F.=24.00 ( I DRAIN 1 � I � � ti��1 .,..... , � s I :--- soI I I i EXISI TYPEATCH BASIN 3 x RIM=21.65 22 1, CAt& N C� GRAVEL. 2� y�o TPN 3340402885 I I �„ NI �, 1 ti �`.. "�I •: ti BROTHERTON CADILLA STORM CATCH BASIN I i I g I I I BUILC IE=18.74,12"DI SE N >� - - Ss - - - s - - - ss - - TYPE 1 /� - CONCRETE ASPHALT i - IE=18.54, 12"CPP NW I /� 1s°\ �' _ I I RIM=22.55 IL - ,I IT- - I \ 4 - - / IE=20.28, 6 PVC W ° STORM CATCH BASIN i / " 0 PARKIN i y I I/ 2�� \ \ ��1 ti� u 1 I IE=20.02, 12"CPP N ti 13 ❑g TYPE 1 I I 45 N ti x RIM=20.62 x o TPN 33404 2870 titi9� IE=19.03, 811 N 1y 6 e yl I o / \ IE=18.69, 12"DI SE �� I 0 �1? T°� I s° ' -R A& D RENTgN L L C N \ I S IE=18.70, 12 "DI NW I I<n z x STORM CATCH BASIN i I tiy'ye I I x �ti�a 1 I ti TYPE 1 U 2• \I I 1 oz v RIM 23.25 IE=17.89, 12"CPP N y, X x .V I yy I I STORM CATCH BASIN IE=17.86, 12"CPP SW N I I /I o 3• I / TYPE I NO PARKING" N 6g oq r1 J� 2y'ep I °ti �y8� I J/°y by ' RIM=22.39D. �� I •:::.:...... a� 11 11 11 x 2' IE=20.14, 4"PVC N - m o IE=19.13, 12 DI NW o, a (0 "RES VED" MAG NAIL /� - , 1 �k 4 I o � SITE 1 jBM ff / w ©C �y w > Q _ I N: 174089.20 \ / p.W / �y5 �'2� w %' ya r x 1%. 3 1_ '- z I VACATED R ENT N 7 11 c� I z Q E. 12b7167.08 VAC Y pF RE r 22y6 x �, I I ' o z a� yAa ���1 I ELEV. 22.95 PER LANCE #4668 p313 I N w / w x titi8� twoI \ I CL 69 ORDINANCE ' ASPHALT _ = w 6 I I I :lI IN 3 2 � R.O.W. ON REC• NO I I ��x I I: o. VACATE OF RENT x ti -' w N� N \� NN a�� a o . �. CONC.�R CI YCE #4610 84 DIA. STEEL _ _ w _ - - w NO a6 INi N v �, 1 16 . o ORDIN N 1 g96061- SIGN POST � tiyo _ A w P X� x 22• / \ REC. O• - yti 14 MAPLE, 2j1 _ _ _ w �1a - - - a '115 eP _ w ti - 23- 6 4010 x �' 2�. IO I 8 INy GROUND �y 99 _ eP / �' _�o� 6 x I 0 IbIT TYP. _ _ (El fix F - i w �� �' ss tip? ' /(n ALT \ � _ 6" MAPLE_ w titi9� SS I 3 y y5 �y BP w x SS / TELEPHONE / xti 9 x2' i i ti tip' ` x 7, 2ti' 2v - - w �9� ' SS �o RISER SS N SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE I Q I\/ 3 x �ti� \� , w ' ' ' w 2a� Ss ss 91 TYPE II TYPE II o i I _ x ss $a ::. 1 RIM=23.23 RIM=22.92 � i 0 1 ATCA � SS .. �2�_ 15" MAPLE _ IE 17.07, 6 „PVC E IE=15.70, 8"PVC N 69X �, x I So 4 - �, ss 9� titi �� �ti9 IE=17.01, 6"PVC S 22 ; 0 a� w 0 ti� ss GRAVE,, 15" MAPLE ' IE=15.85, 8"PVC E CAT Sl�k 229 ° _ x 9' .�' L LEL ,24 'IE=17.19, 8 PVC W 13VC 4 1 s SPAN 1 �- 14" MAP � - "NO PARK - �,� SS ASPHALT C S.W.AVE • ss SS ��y6 x tip' (F1 0 PARKING" �ACATED R 0 RENTON JHI D I CITY 4 R ss ti� y9 x 23 ' PER CE #4610 8 y ORDINAN 19g6061402 Q 9 229 4.0�L�� ' REC. Np. ' CATCH BASIN �' �' 23 ti 0 x - gx 1 TYPE 1 �o RIM=22.71 0 ,�y6 titi� 3 � � � STORM CATCH BASIN IE=16. 69, 18 CMP N Ix ti IOO x I �Az x NORTH TYPE 1 GRADING AND STORM DRAINAGE PLAN (PUBLIC) HORIZONTAL SCALE: 1"=20' 20 0 20 40 SCALE: 1"=20' • Call 811 two business days before you dig No. REVISION SURVEYED: DESIGNED: DKM/RJJ DRAWN: KLK/DKM CHECKED: DCD BY DATE APPR APPROVED: DCD SCALE: VERTICAL: AS NOTED HORIZONTAL: N991 CITY OF RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY LEGEND PROPOSED FEATURES- ® CATCH BASIN PROTECTION - [i [i [i­ SILT FENCE DEMOLITION STOCKPILE AREA - - - - - - SAWCUT LINE CLEARING LIMITS GENERAL NOTES 1. SEE APPLICABLE TEMPORARY EROSION AND SEDIMENT CONTROL NOTES ON C1.26 2. MATERIAL REMOVED FROM SITE TO BE DISPOSED OF AT AN APPROVED, OFF -SITE LOCATION 3. LAND OWNER TO COORDINATE WITH PURVEYOR OF UTILITIES BEFORE ANY DEMOLITION 4. LAND OWNER TO SHUT OFF AND REPAIR ANY UTILITIES DAMAGED ON SITE THAT ARE NOT MARKED FOR REMOVAL 5. PROTECT ALL ON -SITE MONUMENTS OR FEATURES USED FOR SURVEY PURPOSES KEY NOTES 1� PROTECT FEATURE AS NOTED 2� REMOVE FEATURE AS NOTED 3� NOT USED R____:�:_ INSTALL CATCH BASIN PROTECTION PER STANDARD PLAN 216.30/C1.3B 5� SAWCUT TO FULL DEPTH OF SURFACING SALVAGE FEATURE AS NOTED. REPLACE IN KIND IF NOT SALVAGEABLE sitts&hill 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/ 46449 Project No.: 19480 Project Mgr.. DCD ss�O�+�• k~� `� Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM GM R-422906 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Wanders 05/08/2023 BROTHERTON BUICK-GMC - RENTON TEMPORARY EROSION AND SEDIMENT CONTROL PLAN (PUBLIC) DATE: FIELDBOOK: PAGE: DRAWING NO: C1.1 B SHEET: C OF: N T O O N It '�1 N T O O N Q ZD J LO O It O N N Alu