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Home My WebLink AboutR-422929A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGT% CATCH BASIN 0) STORM VAULT W/OIL WATER SEPARATOR SYPEM CATCH BASIN TYPE I V RIM=21.88 RIM=22.04 RIM=23.00 ( CV IE=19.27, 4"D.I. N » IE=19.62, 12"CPP E eP� so 12 CPP E SD IE=19.24, IE=19.59, 12"CPP W � � IOP OF8, 4"D.I. S IE=19.22, 12"D.I. S '"NO PARKING" 23 25� TOP OF N. WALL=21.13 » �� 23 2 � _ w - O TOP OF S. WALL=18.30 IE=19.06, 18 CPP W ' - 22.9- �i TOP OF SEPARA TOR=19.68 I E=19.12, 12 'D. I. N su _ _ w - o NORTH WATER LEVEL=18.96 N STORM CATCH BASIN ' x 22g asD i so BOTT. OF STRUCT.=14.96 TYPE I - NO PARKING SD _ w w RIM=21.52 50 266 _ 11 SANITARY SEWER MANHOLE STORM CATCH BASIN IE=19.37, 12"D.I. N 2� y $D �NCRETE _ _ w HORIZONTAL SCALE: 1"=20' o TYPE II TYPE I » x2 SD C _W - �S _ w 20 0 20 40 LADDER N RIM=21.88 - iD� - w " GAS" IE=19.67, 8 D.l. S °a NO CCTV NO RIM=22.06 IE=19.91, 8"D.I. N 20S `^ 18 sD '� sD 1 22i' I ss ore' CENTURY LINK WEST w As IE=16.44, 6 PVC E x 2 , 22 SD : a a _ _ w�i s _GAS IE=16.36, 6"PVC W 8 ASPHALT SID 'NO -PARKING"- ' Wti� ss 7 8 As ` - So. S _ . V. _� _ GAS "NO PARKING" _ s�•22 _ - w 'rH 51' g �� - - - - - GAS p- » o �� -23 asD - W � -FENCE ��ss �' �� EGA - ' CHA ASPHALT SD - - ass � 22 13 GRs _ 5 INLINK FEN 5 e �ASPH 22 _ _ w s ,p1„E Abu. 2oH 7• rti STORM CATCH BASIN PARKING" gp� ei so i _ _ _ w - - ' w --sue - - - - - - - ' gG Nl� 21 cPS ^,: ,STORM VAULT W/OIL WATER SEPARATOR ep P ° - - - -22- - - - ss _ MAILBOX (TYP.) : , : 3 LIDS. UNABLE TO OPEN 2 OUTER LIDS TYPE I w - - Vol 5. �fiS�FIALT �� : "NO PARKING„- 2 RIM=24.08 RIM=22.48q ss Si _� TOP OF BAFFLE=21.78 IE=18.72, 18 CPP E ssrE- TES. / _ _o / ' TES- TEL I TOP OF VERT. TEE=21.55, _IE=19.21, 12 CPP SP SD so _ - ' " _ ss ss - �22' g6 a� GATEFT�"�E�� - �'� Z BOTT. OF VERT. TEE=18.58, 12"PVC W IE=18.56, 18 CPP W so _ w _ _ \ - ' ss - ' ^� _ oHp �- TOP OF PIPE=20.9t, 12 PVC E, so _ ? ss ' 0 O$' UNABLE TO MEASURE IE w? - "E 9 i TE "NO PARKING"' Q Z _ _ _ 7 01 �E� 22 . ,, WATER LEVEL=19.98 PER CITY OF 5 _ - - w _ _ W o ss s�� o �i 1 i o TE TE4E� Q BOTT. OF STRUCT.=17.53 VACATED R•O'WNANCE #4668 C _ - W ss x� o\ a 6 /� TE4E� ' z RENTON ORD gg707150313 _ _ - w SS - �10 _ W - � SS LLJ RE(; N0. - - w SS - SS �� G T. TE TEL w ss , o sTPN 3340402755 -SS 2�2.41 GA ' w 22 AZULE PROPERTIES LLC I w ' " ss ss 5q�.21 p1 I O w !�T 22 2 �22`- a x I GRAVEL 2 �,, __ /I I W SS I - /I GA _01 S� ___--SS ss ss CITY OF _ _ w - _ GAS 9) O 2 N� i CONCRETE a ( N PER - _ w _ GAS' ENT I 23 a STAIRS 2 :. TED R'O'W NCE #46g3 - - W _ -GAs- " ' �ATER EASEMENT �1 10.0's RAVEL a CONCRETEyp, &2 6&7" °`I ° a x 22 I LL, �VACA pRDINA p0390 - - w " _ _ .GAS-� 10 9806 ^ RENTON 0 1g97112 _ - W _ _GAs �-' OF PER REC. I� a r l/ 6 229 �256 a TPN 3340402780 0� C N _ w p CITY �� N= • I WOOD 2 I / C14 RE _ w _ _ _GAs " O.W PER 4668 2 I CONCRETE ® BALLESTRASSE C 4 GAS' VACATED R' INANCE # O9 z I STAIRS I otip, / �I ORD p313 12'WATER EASEMENT ROY+REX+GLORIA W _ RENTON 0 19970715 - PER REC. # 9806091338 ° x I i i z I N o o ° - - w _ '-D _ so REC STORM CATCH BASIN I I SD TYPE I EXISTING I a a HUB&TACK �1 1 _ _ so �' RIM 22.51 I w o BUILDING ° ° Q SITE TBM #2""- i S2 _ - S IE=20.31, 12 D.I. N I "� I I I N. 174298.48 I 2� so IE=18.72, 12"CPP E I- - - - S I \ E. 1297526.35 ' -SD I EXISTING �(1NCRETE ° I I . \ IE=18.71, 12 CPP W 5�12" CEDAR I CARIPORT 26 BUILDING TPN 3340402805 a �{ a ELEV. 22.38 7777�tD �4. 3 (" I BALLESTRASSE ROY N STRS a / ' � I Li P.O.W. I STORM CATCH BASIN 00 EXISTING BRI K a I x 22 , 2 I VACATED R. RENT t I BUILDING I RIMTYPE23.55 I I I \ x X9 Q RETAINING YARD DRAII�28 I x PER CITY #4668313 IE=18.02 12"CPP S I 14'� CE R' RETAINING WALLS ° a ORDIN 1gg7p7150 ' I WALLS 0. 2 3" MAPLE CONCRETE I. TAINER REC' N0. IE=17.97, 12 CPP W m I I ON g2 2 3 ; WOOD a YAK / STAIRS TO EXISTING i o- F�TAlRS- MAIN 2X2' ASEMENT BUILDING TPN 3340402820 I 13X ACCESS I -CONCRETE I A & D RENTON LLC 2= I I I l STAIRS TO :0 I ` 150'11 ,EsD I I 10' BAY NI i I/ BASEMENT 2�2X6" �SIT�& BM #1 3' W06D FENCE -oHp� _ _ , 6 . N�l'22 N��°223 so ry. HOSE ACCESS 2 BIB DOOR a N: 174259. 09 _ oHp �I - ' SD _ _ _ SD V) I -SO i N I Z '4 7 o, E. 1297432.17 �020� 23. g6 g 1 NI y �f� GRAVEL. ELEV.' 21.44 x _ _ - I Py 2 �i /= O x 22�� I `? TPN BALLESTRASSE I 16 9 I I ^ r- >��2, ` WATER j p _ - o 23J0 � E23 FEATURE g0.OF' Q�� , ,� Z ROY+REX+GLORIA 46 .................................... . . . 2J/ CONDUIT 1 col eE 4- 2241 \'�� 8- `30 E \ JJ9�1� Q i Z �I5 XLO 1&4X2&3" I _ 4 so ,� / 11" PINE �\ I� �� o a' I N �, �I '� 23.28 I _ _ I ' �X3&3X "MAPLE CONCRETE U N i N ' 0 o O 2� STAIRS TO ASPHALT 25 2 1 EXISTING 5 N I I ( 9 0 2X3" 1-23 BA EN o o I 26BUILDING - �' ti x ACCESS C., to F. F. i I I / 1� / RETAINING N TPN 3340402925 7o o0 - x 2�' i I (x 21' 2 / SHED I WALLS I `�' BALLESTRASSE REX I P�� P "`� ° o 2,35„E 150.11 0 „2 8I I Iz��\ / I I 4 2p08 «� x�� o \1�5� GQ��O� ss STORM CATCH BASIN I I I do CONCWk I I :: 6 0 \ STAIRS TO F.=22.56 STAIRS TYPE I o a 2 I EXCEPTION AREA I 2 �� -BASEMENT I ss RIM=23.66 / I I ACCESS TPN 3340402880 I = I PER REC. # 5424488 IE=19.65, 12 CPP N I I I \1 I CONCRETE EXISTING CIONCRETE , „ / ss- IE=19.76, 12"CPP E z / I I J22 BALLESTRASSE ROY BUILDING I A=16°5614 SS - - -� o R=288.80 IE=19.76, 12 CPP S K, I I RETAINING 2 35" -- / I IE=20.38, 6"PVC W zo N I I I WALL I L=85.37 / I I F. F. - 0.53 YARD WOOD N I I DR IN STAIRS / 2�. I I / \ 3 ^� ;� SDI I I 1 I EXISTING 22 9» WOOD TPN 3340402885 I I � BUILDING x / BROTHERTON CADILLAC STORM CATCH BASIN I I I � TYPE 1 7&8 OAK RIM=22.55 L ASPHA N 5 - G� IE=20.28, 6 PVC W I 22.0 �� IE=20.02, 12"CPP N S� O I I I N CONCCRETE / STAIFi�S✓ 600 IS I I I 0 6" ?u / z..IT G�P� TPN 33404328708 00 I I I I / O 2 2 �6 A& D RENTON L L C CJ \ N I I W � w I i I I 6&�F-7&8&f0" • „- E "' 19" FIR 42" N I z o w l I GRAVEL W W 2 C`I a� _ - A=4°09'06" CDJI 5v ^� 10.0, R=288.80' _ 7 - I o 0 9� -L=20.93 34EXISTING I w 2 - N31 °58'55"E 0.25' BUILDING ' / �� I 8»DI Ww , NO g7p6181092 » w / NT PER REC. J WATER LINE I N I - i - - 10, EASEME x �ti0 RED "HAZARD" J 2px 1B I / 2�� 2�� , , �, w I "NO PARKING" + *++ 7 � w _++++++ >� O + ++++++++ -- - ... .......+ w �L.,� +++ ++++++- W x 6 + + + + + + + + + + + + + + + �,( W 3� I«. +++++++++++++++++++++++ " » a NO PARKING 6 �W �x �2_ ++++++++++++++++++++.. 092 - + ++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++. CNO gj06W81_ _ '4,10E 150.09 �/g6+++++++++++++++++++++++++++++++++++++++++++.+++.++++�+, ' o •2oo w TPER - Nil°2 . +++++++++++++++++++++ SURVEYED: SCALE: ++++++++++++++++++++ LEGEND S FOUND MONUMENT AS NOTED ® CALCULATED MONUMENT POSITION O SURVEY CONTROL POINT, AS NOTED 0 SANITARY SEWER MANHOLE ❑ STORM CATCH BASIN o ROOF DRAIN D4 WATER VALVE ® WATER METER FIRE HYDRANT C HOSE BIB 0 IRRIGATION CONTROL VALVE -o- UTILITY POLE C-- GUY ANCHOR Ill JUNCTION BOX JUNCTION BOX LIGHT POLE ® ELECTRICAL METER E TELEPHONE CABINET FF FINISH FLOOR ELEVATION SIGN o MAILBOX TPN TAX PARCEL NUMBER ® EASEMENT REFERENCE NUMBER BOUNDARY LINE RIGHT OF WAY LINE VACATED RIGHT OF WAY - LOT LINE - - SECTION LINE ROAD CENTERLINE - SD SD STORM DRAIN LINE ss ss SANITARY SEWER LINE W W W BURIED WATER LINE GAS GAS BURIED GAS LINE -BP BP BURIED POWER LINE TEL TEL BURIED TELECOM LINE OVERHEAD POWER LINE -oHP- - - - sD - - - SD RECORD STORM LINE - - - ss - - - Ss RECORD SANITARY LINE - - w - - - `" RECORD WATER LINE - - GAS- - - GAS RECORD GAS LINE LANDSCAPE LINE CHAIN LINK FENCE r WOOD FENCE ASPHALT SURFACE CONCRETE SURFACE sitts&hill A. , Q+� p WAS CIVIL I STRUCTURAL I SURVEY �f��Y� 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474.0153 I` http://www.sittshill.com/ Project No.: 19480 Project Mgr.: DCD 44839 ,w �sS �GISTFO �4 IovAL .. 5 Proj. Engineer: DKM/RJJ Proj. Drafter: KLK e 1p R-422929 COMPLIANCE WITH CITY OF RENTON STANDARDS +=+ + + + a.� VERTICAL: NAVD 1988 • i +, RO.W o 5 �EASEME_w _ IS ,3-�+++ + +++++++++++++++++ +, TED N , 10 - _SS 22 2+++_ ++++++++++++++++ Q o AS NOTED rr + + VACA RENTO w _ - + + + + , . + + + + + + + + + + + + + + HORIZONTAL: NAD 1983 1991 C T Y 0 I B R T H E RT NCADILLAC - RENTON DESIGNED: :+'+ PER CITY OF 4668 , - _ w o- 4 _ ss _ _ _ ss ��, + + ++++ + +++++++++ + G ++++++ ++++++++++++++++. + j � +++ ++++ ++++++++++ DKM RJJ ++, DINANCE# 150313 __w +++++++ + +b+ DRAWN: RENTON .++ R - 4 ��+++++++ ++ +++++++ VR -sS ++++++F++ +++ - • REG. N�. 199�Ow� w c - _ ss _ 413.9� ++++++++++++++++++TELEPH • F, �y CHECKED: ONE INCH DATUM M w ® two business day DCD IFAT NOT L SCNCH Planning/Building/Public Works Dept. TOPOGRAPHIC SURVEY before you dig NO. REVISION BY DATE APPR APPROVEDCD SCALE ACCORDINGLY (PRIVATE AND PUBLIC) J DATE: FIELDBOOK: PAGE: DRAWING NO: CO.1 BC SHEET: Z OF: 3n lH H N T lH H N a J LO It 0 N A, u