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HomeMy WebLinkAboutLarge Format0 zz t 9 a " It co ko Lo 4 SE 1/4 SEC. 32 9TWP.24 MATCHLINE SEE SHEET 1 N ,RGE. 5 E ,W.M.00 I /° � I —~_- __ ►( I 5_-0 II 30 5665 SF -- 7862 SF ' 2' 28 /II o I 1 27 I 26 t/ I I / o I 138 — J / II 15297 S j15346 SF 15479 SF 1 1 � --- — --1 29 I i I I I I _ _ I " � ` 55 I 5989 SF I / _ _ -- -- �- _ _ — 4)0 j - - — 12 `. 1 I 8011 SF " 0 % 3j / 50 27 23 44 6 r c ° d o a • �'~ z I 148 — , = --j _� a. o ----- L. N , 1 1 NE 33rd P I 13 ,643 SF 260 165 a 14 ti \ 7229 SF/ I 26 � I S.B.L. / 8844 SF ! �'= S ��. \ \ (TyP,) j 169' d / 15' `1 ` _ _ ► � 25 1 �— I ��----- -- - 20 ---- 1 5 (TYP.) � n j �/ 23 I 7056 SF I z / / �/1�+oo /' � � 34+00 , / --+ 25 10 a h 5082 SF S.S.B.t 15 \ GARAGE / / I IL� _ _ J ' t / NE 33rd ST. j 9541 B S B L✓ / 1 ( / / - f cl O ° T1fP. � 55 / 54 / 151 36+• 4' -- - 50-r--- O1 / 16( /'2413 SF i 105 o 0 11 ro 1 II 17 V 5149 SF 1 1 6083/ SF I /L___-1 L_ I_�1 til 50 N89'00'38"W l 1 1 / � I N AN I m I L.- 0 4? 0 o� U) 00 � 3E Q z.2 . W Zw �� U C� c 00 vE 0 I 1 / ill c 55 1 19 E.- I 20 j I 21 / I /22 4980 SF h 1 6654 SF / I I 5601 6F I I / 6161 SF %I 50 51 / 50 I 55 1 / 420.09' SCALE. 10 - 40' 40' 0' 40' 80, BASIS OF BEARINGS: KCAS DATUM: CITY OF RENTON BENCHMARK: TOP OF MON IN; CASE AT INTX. 116TH AVE. S.E. & NE 36TH ST., ELEV. 326.65' LEGEND jIllc. WETLAND ® WATER METER JQ FIRE HYDRANT N WATER VALVE IM GAS VALVE © POWER VAULT -0- UTILITY POLE (— UTILITY ANCHOR ® TELEPHONE RISER �( YARD LIGHT p BLOW OFF m MAIL BOX [1 JUNCTION BOX .i STREET SIGN 'S���Ot •IIAsA•1�4v� a• 30435 9 •~ OVAL LA�� EXPIRES: JUNE 5, 2000 11-23-98 GROUP FOUR,Inc. 16030 JUANITA—WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)775-4581 * (206)362-4244 * FAX(206)362-3819 SURVEYING ENGINEERING PLANNING MANAGEMENT FILENAHEi Hi\97-8008\XSC2PP40.DVG CXPREPLT4.LS2-V2> UPDATED, NOV 19 1998 M 52 00 �V)m No, X O! JOB NO.: 97-8008 1'-Icll ■ ■i SE 1 /4 SEC. _.3_2. _,TWP. 24 N ,RGE. 5 E ,W.M. fE 215.36 12" AOS NW E SSMH /E 21.5. 53 12" AOS E -E . CB TYPE 1 T = 228. 95 E4' CB TYPE 7 CONC. ` /�=2>0.82 ><DP = 221.9J /E = 21d.15 TOP = 233 63 OR/!iE 1 4- = 218. 62 N T CNANNELEO /E = 229 62 WATER �WA \ E . CB TYPE 1 / T - 224 51 TT1"Gj'1 -�--- ,`"' -� 36th STRUT �OREST A TOP ?2r. _ MATCHLINE SEE SHEET 2 SCALE: 1 " = 40' �O' 40' 80' BASIS OF BEARINGS: KCAS DATUM: CITY OF RENTON BENCHMARK: TOP OF MON IN; CASE AT INTX. 116TH AVE. S.E. & NE 36TH ST., ELEV. 326.65' LEGEND AL WETLAND ® WATER METER A FIRE HYDRANT 04 WATER VALVE KU GAS VALVE © POWER VAULT -o- UTILITY POLE E- UTILITY ANCHOR ® TELEPHONE RISER ( YARD LIGHT BLOW OFF MAIL BOX m JUNCTION BOX .L STREET SIGN 9-8-95 i i m SE 80TH STrn — - - - - - C �.! U) m m c a' z N rn v � j 2� i r NE 33RD ST N 30TH ST NF 31ST ST i 9'fF� NE 27TH ST N 5 z i 5 Q 4 < o c5 0 Z a BLVD yJ VICINITY MAP SCALE: 1" = 1/2 MILE LEGAL DESCRIPTION PARCEL A: THE EAST 200 FEET OF LOTS 73 AND 74, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON. PARCEL B: THE WEST 220 FEET OF LOTS 71, 72, AND 75, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID WEST 220 FEET; THENCE SOUTH 89'02'57" EAST ALONG THE NORTH LINE THEREOF, (THE SOUTH MARGIN OF NORTHEAST 36TH STREET), A DISTANCE OF 21.55 FEET TO A POINT WHICH IS 12.00 FEET EAST OF THE NORTHERLY PROLONGATION OF AN EXISTING FENCE AS SHOWN ON SURVEY RECORDED UNDER RECORDING NUMBER 9403259006; THENCE SOUTH 04'57'03" WEST ALONG A LINE PARALLEL WITH SAID FENCE 91.06 FEET, THENCE NORTH 89'02'57' WEST A DISTANCE OF 12.00 FEET TO THE END OF SAID FENCE; THENCE SOUTH 0518'02" WEST A DISTANCE OF 94.44 FEET TO AN EXISTING PROPERTY CORNER AS SHOWN ON SAID SURVEY AND THE WEST LINE OF SAID WEST 220 FEET; THENCE NORTH 02'10'43" EAST ALONG SAID WEST LINE A DISTANCE OF 185.05 FEET TO THE POINT OF BEGINNING. (SAID PARCELS A AND B, TAKEN AS A WHOLE, ARE ALSO KNOWN AS LOT 1. CITY Of RENTON LOT LINE ADJUSTMENT NO. LUA-96-068-LLA, RECORDED UNDER RECORDING NUMBER 9706109009.) PARCEL C: THE EAST 350 FEET OF TRACT 70 OF HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS ON PAGE 63. RECORDS OF KING COUNTY WASHINGTON; EXCEPT THE NORTH 185 FEET OF THE EAST 110 FEET THEREOF; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL D: LOT 2, CITY OF RENTON LOT LINE ADJUSTMENT No. L.U.A.-96-068-LLA, AS RECORDED UNDER RECORDING NUMBER 9706109009. OWNERS................................................................THE ROBERT KERSTEN CO. 833 108TH AVE N.E. SUITE 170 BELLEVUE, WA 98004 (425) 455-0544 FRANK AND VIRGINIA CHOSZEWSKI 1011 S. 10th AVE. YAKIMA, WA. 98902 K.K. SWANSON AND E. A. JACKSON 1909 N.E. 36TH ST. RENTON, WA 98056 (425) 271-8145 APPLICANT........................................................... ROB PURSER STAFFORD CONSTRUCTION 16016-118th PLACE NE BOTHELL, WA 98011 (425) 488-2222 SURVEYOR/ENGINEER...........................................GROUP FOUR, INC. 16030 JUANITA WOODINVILLE WY NE BOTHELL, WA. 98011 PHONE: (425) 362-424-4 PROJ. MGR.: STEVE ANDERSON AREA.....................................................................10.3 ACRES LOTS..................................................................... 52 PROPOSED ZONING & EXISTING ...........................R-8 & R-1 STREETS...............................................................1.72 ACRES, 5.709 OF SITE GROUP FOUR,Inc. 16030 JUANITA—WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)775-4581 * (206)362-4244 * FAX(206)362-3819 SURVEYING ENGINEERING PLANNING MANAGEMENT ST 8 1998 FILENAlEt Hi\97-8008\SC2PP40.DYG CPREPLT4.LSE—VI> — LPDATED, SEP 06 1998 12104s32 JOB NO.: 97-8008 000 " CD M 00 3 w fQ- J � F— W Z U � p W � Cl LN ►- a� v O4" to 00 3E z I-- L1J Li a c� ry -v \E ON C i 0 4 C� N H i O J N L0 � 0O Z O i p V) L,.I to 5 � ' Ld + ... 0. 1• �.i .. <11 ✓�// / r Z (I MA/LBOX ORIvi L CONC. CB TYPE % CB TYPE / TOP 221.17 I TOP 217.55 /E 217J7I12" AOS E & W y /F 215 J46 12" ADS NiY i E SSMH /E 215.5,E 12" ADS E E . CB TYPE 1 = 228_Q5 EX CB TYPE 1 CONC. /E I - 218.15 OR/vE 210.82 OP - 221.97 CHANNELED /E 22 = 9.62 WA TER � >,WA4R /� = 218. 62 NIT METER ® � MANHOL � i E . CB TYPE 1 22451 3(oth SR T (FOREST AVE. --- / TOP = ?2f6s� /E = 218.1E \ N88 MA/L BOX N8851' 14" ( 5248.57' 2620. - - / GYATER 2" ADS I N NOTE //267.53' a' R-O-W WIDTN V m SEE i;L/AT AND R.0.5 / V. q7 PG. 161 45 / TELEPHONE / �' °�6 a X �o 0 ,♦;..•--- r— POKER POLE GN X� ( ( \ °2 '"MAD _X ''.--�X 1(3 205 r'o I \ 225 \ \ \ I l f 4 H/G'H HOG \ \ <Jl/,9NSET \ r85; �� \ x ly/RE FENCE '`--_x \ T 2 HOT \ N LO \ 230 1 1 70 Ll 1 Y I I SHED I go 71- x N w �X-„ ♦ / / v \ V \ Lid f�[�� � ( O /i`- I- \ /` f 1 00 / / � Ap w / w z I / /" / MATCHLINE SEE SHEET 4 SCALE: 1" = 40' 40' 0' 40' 80, BASIS OF BEARINGS: KCAS DATUM: CITY OF RENTON BENCHMARK: TOP OF MON IN; CASE AT INTX. 116TH AVE. S.E. do NE 36TH ST., ELEV. 326.65' LEGEND iL WETLAND IB WATER METER A FIRE HYDRANT 04 WATER VALVE KD GAS VALVE © POWER VAULT -0- UTILITY POLE E- UTILITY ANCHOR ® TELEPHONE RISER YARD LIGHT p BLOW OFF MAIL BOX Q] JUNCTION BOX s. STREET SIGN 9 -8-99 GROUP FOUR,Inc. 16030 JUANITA—WOODINVILLE WAY NE BOTHELL,WASHINGTON 98011 (425)775-4581 * (206)362-4244 * FAX(206)362-3819 SURVEYING ENGINEERING PLANNING MANAGEMENT FILENAMEs 1998 9" 1o� 2PP40DYG <PTOPO.LS2-V3> UPDATED, SEP08 199JOB NO.: 97-8008 00 M 00 CD M 00 W, Q U � W C U Q 0 Q a. LA- 0 LL- f� L- ao �o U) 00 `E o � .o 3Q W �a c ° 1 00 W 1-1 a 0 co z O F 4 nv z U H O J 0 z 0 i� 5 W w m �L MATCHLINE SEE SHEET 3 SCALE: 1" 40' 40' 0' 40' 80' BASIS OF BEARINGS: KCAS DATUM: CITY OF RENTON BENCHMARK: TOP OF MON IN; CASE AT INTX. 116TH AVE. S.E. & NE 36TH ST., ELEV. 326.65' LEGEND AiL WETLAND ® WATER METER JQ FIRE HYDRANT 04 WATER VALVE GAS VALVE © POWER VAULT -0- UTILITY POLE F- UTILITY ANCHOR 0 TELEPHONE RISER YARD LIGHT BLOW OFF MAIL BOX JUNCTION BOX J. STREET SIGN 9 -s-qa GROUP FOUR,Inc, 16030 JUANITA-WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)775-4581 * (206)362-4244 * FAX(206)362-3819 SURVEYING ENGINEERING PLANNING MANAGEMENT UPDA�n ' SEP908819" lai100 1fG (PTOP�.LS2-va) JOB NO.: 97-8008 00 rn I M d- Q J Q U_ 0 0 CL 0 F- I N 0 F-- (!i W U d co V) L- a N 0 .4 N 00 O E �z _ W �w as Ury �o �E _0 Or :-- ]Jim] 111110 1.2 0 m z LA- F or O z O U 0 J O z O 5 W ix w 0 R. z O O z m 6 z I1 'r a CR,4 tiEL i CONC. OR/i/E I W4 TER METER SEE OFF —SITE DRAINAGE ' SHEET 13 ic. —.4 Vy. c G' �MfL BOX CONC. n r5. ar MATCHLINE SEE SHEET 6 EX CB TYPE 1 TOP = 7.3.Y 6.T /E = 229. 62 36th 51"R T LFOREST AV r�� -LAY EXIST. SA SWR LINE I rT� I W : 26� ' jf� SCALE: 1" = 40' 40' 0' 40' 80' BASIS OF BEARINGS: KCAS DATUM: CITY OF RENTON BENCHMARK: TOP OF MON IN; CASE AT INTX. 116TH AVE. S.E. & NE 36TH ST., ELEV. 326.65' LEGEND -- EXISTING CONTOUR 460 PROPOSED GRADED CONTOUR -- _. — EXISTING STORM DRAINAGE —SD— PROPOSED STORM DRAINAGE EXISTING SANITARY SEWER —SS— PROPOSED SANITARY SEWER -- , -- EXISTING WATER w — PROPOSED WATER EXISTING CB, TYPE 1 0 PROPOSED CB, TYPE 1 EXISTING CB, TYPE 2 PROPOSED CB, TYPE 2 EXISTING SSMH U PROPOSED SSMH 6M PROPOSED DOMESTIC WATER SERVICE METER & BOX GROUP FOUR,Inc. 16030 JUANITA-WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)775-4581 * (206)362-4244 * FAX(206)362-3819 SURVEYING ENGINEERING PLANNING MANAGEMENT 00 M t\ C rn 0 00 I u7 ZQ N J CL LLj _..I H W U Z � 0 W V) a. L a° vo o� I -I- z :_ O0 0 w.n W Ii �- U� �o �€ ],Jim] 111110. w Q 0 z 0 I< '> IgQ8 FIL.ENAI£i Hl\97-8008\DIVE\SCEDP40.DVG<PUTIL.LS2—Vi> UPDATED, SEP 08 19% 10i50t5i JOB NO.: 97-8008 I m 9 I'P-9fr-II'�- 6 A ORA 1UEL I CONC CONC. OR/!iE 0.82 WA TER � ' /WA METER®I ' lANHOL - SEE OFF -SITE DRAINAGE SHEET 13 " 12A R 2ADS ' N . _ 3, . lr �• _ ..0: r \ - •40T �.. 0 6.° ME R 1. ' S DETE POKER POLE FACILITY 10STORM \ \ TRACT A ORAINESAMMT. \ - --, 10' PvbuC ACCESS EASEMENT a \ 114 \ /75- �\ \ �. SIN py \ \ \ \ \ I \ \ _ + o \ a 3 �x 41 ., 14- 22 2Z x / 1 1 III 1 I / / / / r 1 � �"�`• / �-%� l \� � 5 � x / 1 I I I I � � ` \ 1\.� ' �`,°' - �, •�`� `�. \ `\ x �1 SHED \ \ \ \ \ XT-X X �44 v \ \ C.1} U1 L31 CSC � k3N O� / \ 6 / 39 i I CB TYPE I I TOP 221.1/E 217J7112" 4,OS NAV I E SSW E C8 TYPE 1 T = 228.95 EX CB TYPE40P = 221.97 /E = 21915 TOP = 29 63 1- = 21862 /1T CHANNECEO 1E = 229. 62 y4N, � T �224.51 36th STRFOREST AV TOP =�227 64 _ - J£ 220.E1E=218.18 1 N88/51'14" i 6248,57' 2620. `- - /1310.22 NOTE ' -74- ----� ---,- _. R O W �+1 DTF-I SEEP11AT AND R.0:5 67.53 W �+ NE 38 t� �7T. � f — o J 1 �1 50 49 -48-47 s Eo / STORM DRAINA�E I I 225 1 I1 \ \ I a ! I - --------- \ h ST NE 35t NE 35 h ST. -- --T -----f--- - _� _-_ e r _ f ti / 43 / - (TYP• LOUT LSD— / r �0` OR INAGE ESMT. TYP. -r- -- J 38 37 — T-41" 06 / i SCALE: 1" = 40' �0' 40' 80, BASIS OF BEARINGS: KCAS DATUM: CITY OF RENTON BENCHMARK: TOP OF MON IN; CASE AT INTX. 116TH AVE. S.E. & NE 36TH ST., ELEV. 326.65' NOTES: 1. THE STORM DRAINAGE FEATURES VIMICH ARE DEPICTED ON THIS PLAN ARE CONCEPTUAL ONLY, AND ARE INTENDED ONLY TO SHOW ONE MEANS OF DEVELOPING THIS PROJECT. GRO UP FO UR, .In c. 16030 JUANITA—WOODINVILLE WAY NE BOTHELL,WASHINGTON 98011 (425)775-4581 * (206)362-4244 * FAX(206)362-3819 SURVEYING ENGINEERING PLANNING MANAGEMENT I�.0 CL Q Z � to U � Of o oof z O W I- Qo a� v o� LL Y;c OQ 3E �-- z .2 LLJ .a Lv t 3 n- c° �o E rn� � N rn C °p v2 a 0 m Z 0 En aEP 8 19% FILENAME1 9811135 ?40.DYG<PDRAIN.LS2-V3> UPDATED'SEP081998 02 J08 NO.. 97-8008 00 0)C) 0 00 I 00 I m 9 Y a -71 MATCHLINE SEE SHEET 7 1,/ # 30 " 1 ly f ' 3 \rr 17 r — L- N89'00'38"W I 420.09' 1 27 26 - - N J- It / 24 \25 23 / XI/ � / 1 J ; i 1 �2 20 I/ 21 / / 1 \ I 1 \ Ld o 7 / j _ -- N z / NE 33rd ST. / _ f / I / 1 J l SCALE: 1" = 40' 40' 0' 40' 80' BASIS OF BEARINGS: KCAS DATUM: CITY OF RENTON BENCHMARK: TOP OF MON IN: CASE AT INTX. 116TH AVE. S.E. k NE 36TH ST., ELEV. 326.65' NOTES: 1. THE STORM DRAINAGE FEATURES WHICH ARE DEPICTED ON THIS PLAN ARE CONCEPTUAL ONLY, AND ARE INTENDED ONLY TO SHOW ONE MEANS OF DEVELOPING THIS PROJECT. GROUP FOUR,Inc. 16030 JUANITA—WOODINVILLE WAY NE BOTHELL,WASHINGTON 95011 (425)775-4581 (206)362-4244 * FAX(Z06)362-3819 SURVEYING ENGINEERING PLANNING MANAGEMENT r•l w a a z ,-- w � U o z O W I�- V) ,il o N o� t� 00 3E Lit a a U ry 0)o �w v� z 0 Of SEP 8 1998 FILENAME, 9?08 40.DMGCPDRAIN.LSE-Y4> UPDATED,SEP08 1998 I100 JOB NO.: 97 - 800 8 a m z t 6 d a i POwz-R POLE I ® GYATER METER I I /E=209.86 I I lI . MA/L BOX I GRAliEL CONC. CB TYPE / I CB TYPE / TOP 221. A - at TOP 217.55 IF 217.37I12 "' AOS E & 4' I /E 215.36 12 ADS /V ( E . SSMh SCALE: 1" = 40' . - /E 215 59 12 "" ADS E T = 228.95 E . CB TYPE 1 \ EX CB TYPE 1 40' 0' 40' 80' CONC. /E = 2>8.15 ` 210. B2 P = 221.97 TOP = 233.63 OR/tiE I 1 �A 4 N T CHANNEL ED /E = 229 92 /�" = 218.62 METER ® �fANHOLI E . CB TYPE 1 �. BASIS OF BEARINGS: KCAS Z_ = 22`/ 51 � 36th STR 7" (�OR, -jT A` , DATUM: CITY OF RENTON TOP = 221 /�_' 220.64 `�- v BENCHMARK: TOP OF MON IN; CASE AT INTX. /E = 21918 \ l — — -' 116TH AVE. S.E. & NE 36TH ST., ELEV. 326.65 J r3r 49' MA/LBOX N8$'SI'14" ( 5248.57' 2620. -/1310.22 -i- �A R 2" ADS 1 N NOTE: /267.53' / \ NE 36th ST I a I Im R-O-W WIDTH V SEE i'L/AT AND R.O S / i 14 TELEPHONE / X X ------ >� I S ON PODYE/? POL E W/ GUY X--�1 , ( TRACT A \ �rX 51 ` 50 — — ° Eo 49 — 48— 47 ___ V. q7/ PG. I(ol, f 2 : / r 2os`� o ago 610' PVbUC ACCESS EASEMENTI, 228 Z \ a \ \ \ \ _r � L 4I H/GH HOG' �\ U � � ° a !Y/RE FENCE W \ O hUTo Q °° I C4 N 35th I NE3thST. v \ 3 `— X .70 Lo �� \ \\ `\� \\\\ \ \ 1 `�•q , .:: ol+ 41 //42 43 44 45 /� I / N 22' j 22, SHED 1 2 2 4 i \ N 9'OZ'11 "W\ � \93, —- \A 38 37 / 2 /2&36 39 / / / o 0 o 2 / I w r \ z / / �� / \ / Z a o 0.. / z ' 2 6 �. 34 1/ / s / / 9 / 31 1 \ / 0 4 # 10 MATCHLINE SEE SHEET 10 TREE CLEARING: DUE TO THE NATURE OF THE EXISTING TOPOGRAPHY AND THE R-8 ZONING, RESULTING IN LOTS AVERAGING APPROXIMATELY 6,000 SQUARE FEET, IT IS NECESSARY TO CLEAR THE ENTIRE SITE LYING EAST OF THE 25 FOOT B.S.B.L. ADJACENT TO THE +40% SLOPE. GROUP FOUR,Inc. 16030 JUANITA—WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)775-4581 * (206)362-4244 * FAX(206)362-3819 SURVEYING ENGINEERING PLANNING MANAGEMENT FILENAHEs HI\97-8008\SC2GP40.DVGCPGRADE.LS2.V1> JOB NO.: 97-8008 tPDATED# SEP 08 1996 11608,37 00 h CD CD 0 00 2 ( 0' Z N � 0 Z_ F-- W � U � 0 Z LL- LL- W F- V) a. i .% �.O a� v OO 0E �— z "w �w a� U ry va F .: �E �N a� Q �Y z 0 V) O z 1 00 M C 00 O m �i d a� TREE CLEARING: DUE TO THE NATURE OF THE EXISTING TOPOGRAPHY AND THE R-8 ZONING, RESULTING IN LOTS AVERAGING APPROXIMATELY 6,000 SQUARE FEET, IT IS NECESSARY TO CLEAR THE ENTIRE SITE LYING EAST OF THE 25 FOOT B.S.B.L. ADJACENT TO THE +40% SLOPE. MATCHLINE SEE SHEET 8 SCALE: 1" = 40' 40' 0' 40' 80' BASIS OF BEARINGS: KCAS DATUM: CITY OF RENTON BENCHMARK: TOP OF MON IN; CASE AT INTX. 116TH AVE. S.E. & NE 36TH ST., ELEV. 326.65' I f E'. N 0 L a0 �v o� o z In j :_ O L C Q � W p cL Ury �v �E \E 01N C � C Do " d� Jim]] 111110 w Q z O GR 0 UP FO UR, In c. 16030 JUANITA—WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)775-4581 * (206)362-4244 * FAX(206)362-3819 SURVEYING ENGINEERING PLANNING MANAGEMENT I n 8I FILEWIMEs Hi\97-8008\SC2GP40,DYG<PGRADE.LS2.VE> JOB NO.: 97 — 8008 O UPDATED SEP 08 19% 11106156 z r. !J/Ti vc I( I Ec 1 n15 R t vv 1619 %7 1 • MATCHLINE SEE SHEET 12 I T _ _ I NE 36th STREET �ORE5T AV 24 .57' 2620. ) \� ) 2 I NOTE:��� o R-O- �IIDTH V %267.53 SCALE: 1" = 40' SEE %AT AND R.O.S / m V. q7 PG. 161 40 0' 40' 80' 93 c, a BASIS OF BEARINGS: KCAS DATUM: CITY OF RENTON BENCHMARK. TOP OF MON IN, CASE AT INTX. 116TH AVE. S.E. & NE 36TH ST., ELEV. 326.65' LEGEND .aL WETLAND M WATER METER FIRE HYDRANT N WATER VALVE M GAS VALVE © POWER VAULT -O- UTILITY POLE E— UTILITY ANCHOR 0 TELEPHONE RISER YARD LIGHT q BLOW OFF MAIL BOX JUNCTION BOX STREET SIGN TREE CLEARING: DUE TO THE NATURE OF THE EXISTING TOPOGRAPHY AND THE R-8 ZONING, RESULTING IN LOTS AVERAGING APPROXIMATELY 6,000 SQUARE FEET, IT IS NECESSARY TO CLEAR THE ENTIRE SITE LYING EAST OF THE 25 FOOT B.S.B.L. ADJACENT TO THE +40% SLOPE. MGROUP FOUR,Inc, 16030 JUANITA—WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)775-4581 (206)362-4244 * FAX(206)362-3819 SURVEYING ENGINEERING PLANNING MANAGEINT 1 FILENAME, I BATEDsAPR13 199e16 H9S� IM5� (PTREE.LS2-vs' JOB NO.: 97-8008 00 00 CD c- 00 i 0 Z Zg r N Q. U0 � Z 1i w �... Of U � U Q Q Z Of Z wo Z If a- Q � L_ �o �a o� L7 00 0'E _w U ry �o c � --Ills H U gi Q ,IcV m� O Z a ool \ MATCHLINE SEE SHEET 11 e R 3 o / 1 -77` 22 I °� "ALD / I� o 29 l 12 9< AL 1 PLD 01 °6'- 28 27 2 &0\ N , ✓ N 25 re 5 PLD • ° PL_ ° 2 33rd PL.� � <�• _ v � �` CV� PL2'PLD o / 6 iQ� / / 24 LAJ 25 / 23 /Q 1 NErdST.fo / o D / o' r r 0 0 20 I / / I / 0 0 ° 1 ➢ 420.09' 1 "` 6 i / °1 PLO ago 07e Pao 1 ••�A Fff� a .1 ..ALD `SS: 1 ° 4 1 PLp y( 6� r �� o °2A"MPP PLD TREE CLEARING: DUE TO THE NATURE OF THE EXISTING TOPOGRAPHY AND THE R-8 ZONING, RESULTING IN LOTS AVERAGING APPROXIMATELY 6,000 SQUARE FEET, IT IS NECESSARY TO CLEAR THE ENTIRE SITE LYING EAST OF THE 25 FOOT B.S.B.L. ADJACENT TO THE +40% SLOPE. / v q �- PLD 2 /n 1Y ' I � SCALE: 1" = 40' 40' 0' 40' 80' BASIS OF BEARINGS: KCAS DATUM: CITY OF RENTON BENCHMARK: TOP OF MON IN; CASE AT INTX. 116TH AVE. S.E. & NE 36TH ST., ELEV. 326.65' LEGEND jlUL WETLAND IB WATER METER A FIRE HYDRANT 04 WATER VALVE W GAS VALVE © POWER VAULT -0- UTILITY POLE F-• UTILITY ANCHOR 0 TELEPHONE RISER YARD LIGHT q BLOW OFF • MAIL BOX m JUNCTION BOX .L STREET SIGN 00 CD 00 i I N U Z z5 N C U 0Lj 0 Z Ld Ld U _J U NN� Z Z Cl Ly O wo � Q L- ++ QO �o o41 LL_ z C c � ;- 00 a,E 3Q z .2 LLJ Lj I a U� =a �E •� N �N c �I rn c p, LL O �r II � �g All�� GRO UP FO UR, In c . z w 16030 JUANITA—WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 W (425)775-4581 * (206)362-4244 * FAX(206)362-3819 a SURVEYING ENGINEERING PLANNING MANAGEMENT w a FILENAME, Hl\97-8008\SC2PP40,DWG (PTREE.LS2-V6) UPDATED, APR 13 1998 15,11,14 JOB NO.: 97-8008 R 41 f I I o o s U W a In Z C� , \\ Q C4 ( \ o ` d• O v I \ .- � / ,ZZ I ,ZZ ` 66 UV N L7V Ay,-=-NE4--�t,� \, A l , 3N 3AV 41 oc 110 a. SCALE: 1 40 40 0 40 80 ri BASIS BEARINGS: KCA DATUM: OF OF RENTON S BENCHMARK: TOP OF MON IN; CASE AT INTX. ,116TH AVE. S.E. & NE 36TH ST., ELEV. 326.65 NOTES: 1. THE STORM DRAINAGE FEATURES WHICH ARE DEPICTED ON THIS PLAN ARE CONCEPTUAL ONLY, AND ARE INTENDED ONLY TO SHOW ONE MEANS OF DEVELOPING THIS PROJECT. _ - \ - - _ _ _. _ _ _ _. _ 2. ALL EXISTING FEATURES (DITCHES, DRIVEWAYS, q CULVERTS, MAILBOXES ETC.) DISTURBED AS A _ _ _ _ __ _ _ _ RESULT OF THE PROPOSED IMPROVEMENTS SHALL _ BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY OF RENTON. LEGND ` I PROP SED STORM DRAIN_SD SD SD--0 HDPE PIPE TO BE SUSPENDEDI OVER BANK. EXIST NG STORM DRAIN --��----�a--- - o-- `rMIQ ,' \\\ I —PIPE-TO-BEtCHORED-PER— O I GEOTECH AND MANUFACTURERS �NO o�,\\ I RECOMMENDATIONS t� O ck I \ \ o ENERGY DISSIPATION CLEAN EXISTING \\ I VAULT DITPH I I I \ . REPLACE EXISWNG CULVERTS �W/LAR DIAM. CULVERT % — I \ I � ` S�0 5 / f sue\---------------1>D 40---------------- go- 5 / -g 06_-------------- -= ./ �y 1°===-•= - -'- ____ � I 06 '-77- - ff0---------------- '" - I ._.._..• __________ I- --- -- -- _ -- ck -- , 75 4 `ssr0 N ENG� q,, 8-?8 EXPIRES O GROUP FOUR,Inc. 16030 JUANITA—WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)775-4581 * (206)362-4244 * FAX(206)362-3819 SURVEYING ENGINEERING PLANNING MANAGEMENT 00 rn QZ 15 CL Lli Z_ 0 H V) LL_ Li- Z Ld w CL. N LLJ C1L U Cl*f 0 Q L) L_ a° 00 � ..4 2:_ 00 3*E .V W W �a U r c c � E \ E �tV C C C � O (D a. m (UPDATED, H�9148t9% 10 ftiN DYG JOB NO.: 97-8008 E rr,15-" 11 '-� 9 v� a I I g d ♦ A•�♦. y !^fir , SE 1/4 SEC. 32 ,TWP.24 N ,RGE. 5 E ,W.M. MATCHLINE SEE SHEET 1 50 �/ 30- 5665 SF 7862 SF I 22' 22 / `� �1n 28 I. 1 27 I 26 J a ( ( I b 7S/529 F /C '' �� I 5346 SF 15479 SF 1 I I 00 12 1 989 SF I cr 8011 SF --J 4 6 J 5 ./ C4 m CL V) w Q Or—, z U ' 1 C) LL_ i w l_L_ /00 i) 148 N n _ r- - N / �643 SF20 � _ — r ' y 24 14 5 7229 SF/ I ► / 1 � 26 e SF .' . yp.) L. / i8844 ! \ %p�'' �' w 1 — — ,5' —I 7 j 25 (20, I 23 I 7056 SF I z/ G a+00 2S a 1 /�} 5os2 sF i 15 �i 11/�, I 18. S $. �. 9541 \ GARAGE — — 1 i 54 4' - --- 4 —55 11 Vl C, N A' Q j W_---- I / �f o�- 11 17 1 1 1� I j 19 1 20 I 21�j I /22 12413 SF `/ 5149 SF 1 I 6083/ SF 1 4980 SF I 1 6654 SF I I 5601 h 6161 SF 1 /L----J-_►_I' L_--� I �t;F I L 1 / IL it " - _J ___ 50 N89 00 38 W 420.09' 5 / 50 55 SCALE: 1" = 40' 40' 0' 40' 80' BASIS OF BEARINGS: KCAS DATUM: CITY OF RENTON BENCHMARK: TOP OF MON IN; CASE AT INTX. 116TH AVE. S.E. k NE 36TH ST., ELEV. 326.65' i 1 / /h / I , LEGEND ALc. WETLAND ® WATER METER JQ FIRE HYDRANT N WATER VALVE M GAS VALVE ® POWER VAULT -0- UTILITY POLE E— UTILITY ANCHOR ® TELEPHONE RISER YARD LIGHT BLOW OFF MAIL BOX JUNCTION BOX .L STREET SIGN CWA' * . a• r,l 30435 V •L A�9 EXPIRES: JUNE 5, 2000 11- 03-9s GROUP FOUR,Inc, 16030 JUANITA—WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)775-4581 * (206)362-4244 * FAX(206)362-3819 SURVEYING ENGINEERING PLANNING MANAGEMENT L_ 0_2 m 0 - 4 O O �._ ° v L,J z L,.i ,� a U cy �c vC U-) V) F_ 00 0 Z O p V) V) 5 > IL s FILENAHEi H1\97-0000\XSC2PP40.DYG (XPRE1?L74.LS2-V2) JOB NO.: 97-8008 I`—INI ` I ( O UPDATED& NI1V 19 1990 10.52,00 Z LL I 0 N __ =_•;:_ --_ = -N-•-44TH-.-wit=-;_ -- •-44TH Ta • N.E-.._ ._ 43RD -- •-ST.- •-�:'�N.E_.._...43RDN=r o`�PL:- . y- -� ,- - S. ..._.g T M 2:�:.._._...- _ _ _ j V".':' M--326.69 . ..._ -.3L66 ____ E 0 H-- •ST r :` - - ` • •" 36 140 296 296 Ob 30 ,b39 n I. . • NOT PEN! , ,296.73 - J2 � 3 31°'- _._.o It^,_..1 1.:�: t w , 1 I 77 77 `1 "1/'it j z I, \ ::.•%,OV t. i.Of i .:: '` I �/ 60 4 5 p 2 4 Iti 30:30 S .....I.. 2 1° 1 I ,y iil I I 6 y ; I o M I 11 ! , . 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CB TYPE > 1 1-- -- rC224.57 3(oth STREET FOREST A` TOP 7216 /£�= 220.64 - / PA/LBOX N88/51'14"t i 5248.57' 2620. NOTE. y ROEW WIDTH V f267.53 NE 3fi h ST 19 SEE PLAT AND R.O.5 0 � I V. q7 PG. 161 �-- -- ou 50 5 \ our � FT I F - _ TRACT A I 7,3 SF STORM DRAINAGE AND OPEN SPACE L d f 1 51 50 "I 1 49 -48 --IIII 47 �!I SF 6$�"F 1 15367 SF 5367 SF o 5367 S 5367 SF 031,279 5367 SF — 11 0 PUBUC ACCESS EASIIEMII III III a! \ _ 6183 SF 3 50 0l 5 0 50 U nF a ° 113 \ T2 N BUT _ — — — �--� LOT ,Q 04 C4 \I I� 1 NE 35th ST. / I \ � I \ 3 ( ( ^ a 38 a 50 50 - 50 a �o \ ,p I \ 6615 SF I ! `n 5°' — F-- 50 41 I I '42 I I 43 I I I ! I 45 . I1 I1 466142 SF o 5001 F oI I 5001 SF o I I5001 SE_ 5001 SF 001 SF 22' 22 40 ` 4ii8 SF 'J L _ J I I I I I � � \ ` i� \;,��;•L�/— 114 --_.Lj 50 137 68 — ] 10 ssSsF 11 0� �--- -�——__------ / / \ 1 1 � 2 /, / it ` \ - \\ \ � 6589oS ! _ / \ 6 \\ ///// I 00 i 5474 SF \A \ \ \ /2�0 I // � / 39 I��_ / // 36 I /o 6732 S �—, 7639 SF 104 B.S B.L. 69,,,,EIA 49 35 _o / / LL— 125--- I 1 5963 SF z „ -- 8 // 11 0 L / 7250 NSF 1 1 10 � s °44 5o i (1 34 I / 6646 SF i 9 I 31 1 / _ 94 _l --► � 7838 SF / / I I J 6623 SF � SF \ 33 � 81 1 \ `\`1 7316 SF 10 1 II _ 7787 SF/ (T i MATCHLINE SEE SHEET 2 m SCALE: 1" = 40' `I0. 0' 40, 80' BASIS OF BEARINGS: KCAS DATUM: CITY OF RENTON BENCHMARK: TOP OF MON IN; CASE AT INTX. 116TH AVE. S.E. & NE 36TH ST., ELEV. 326.65' LEGEND AL WETLAND ® WATER METER A FIRE HYDRANT 04 WATER VALVE GAS VALVE © POWER VAULT -o- UTILITY POLE E- UTILITY ANCHOR 0 TELEPHONE RISER YARD LIGHT q BLOW OFF MAIL BOX m JUNCTION BOX STREET SIGN 9-8-9e) r� 29 n J ! �Q T m SE 80TH ST z '- �� U) m mm .10 SI�9 �q N v NE 33RD ST N 30TH ST 31ST ST i i 9,E NE 27TH ST N 5 z Z j a 4 m N � o BLVO VICINITY MAP SCALE: 1" = 1/2 MILE LEGAL DESCRIPTION PARCEL A: THE EAST 200 FEET OF LOTS 73 AND 74, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON. PARCEL B: THE WEST 220 FEET OF LOTS 71. 72, AND 75, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID WEST 220 FEET; THENCE SOUTH 89*02*57" EAST ALONG THE NORTH LINE THEREOF, (THE SOUTH MARGIN OF NORTHEAST 36TH STREET), A DISTANCE OF 21.55 FEET TO A POINT WHICH IS 12.00 FEET EAST OF THE NORTHERLY PROLONGATION OF AN EXISTING FENCE AS SHOWN ON SURVEY RECORDED UNDER RECORDING NUMBER 9403259006; THENCE SOUTH 04'57'03" WEST ALONG A LINE PARALLEL WITH SAID FENCE 91.06 FEET; THENCE NORTH 89'02'57" WEST A DISTANCE OF 12.00 FEET TO THE END OF SAID FENCE; THENCE SOUTH 05'18'02" WEST A DISTANCE OF 94.44 FEET TO AN EXISTING PROPERTY CORNER AS SHOWN ON SAID SURVEY AND THE WEST LINE OF SAID WEST 220 FEET; THENCE NORTH 02'10'43" EAST ALONG SAID WEST LINE A DISTANCE OF 185.05 FEET TO THE POINT OF BEGINNING. (SAID PARCELS A AND B, TAKEN AS A WHOLE, ARE ALSO KNOWN AS LOT 1, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-96-068-LLA, RECORDED UNDER RECORDING NUMBER 9706109009.) PARCEL C: THE EAST 350 FEET OF TRACT 70 OF HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS ON PAGE 63. RECORDS OF KING COUNTY WASHINGTON; EXCEPT THE NORTH 185 FEET OF THE EAST 110 FEET THEREOF; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL D: LOT 2, CITY OF RENTON LOT LINE ADJUSTMENT No. L.U.A.-96-068-LLA, AS RECORDED UNDER RECORDING NUMBER 9706109009. OWNERS................................................................ THE ROBERT KERSTEN CO. 00 00 C) n 00 10-) N J c-) V) W Q � U _Z W Qf 0 L 0-4-1 �v co 0 .y:� 3-0 LL. J p a- U Iz c �E r � 833 108TH AVE N.E. SUITE 170 UE BELLEVUE, WA 98004 (425) 455-0544 FRANK AND VIRGINIA CHOSZEWSKI 1011 S. 1Oth AVE. Q a YAKIMA, WA. 98902 In Q K.K. SWANSON AND E. A. JACKSON ao Ld 1909 N.E. 36TH ST. RENTON, WA 98056 °) 11-1 (425) 271-8145 00 0 APPLICANT....................................•..••"•...••.••..•.••. ROB PURSER STAFFORD CONSTRUCTION U 16016-118th PLACE NE cn m BOTHELL, WA 98011 Q (425) 488-2222 SURVEYOR/ENGINEER....................................... GROUP FOUR, INC. 16030 JUANITA WOODINVILLE WY NE BOTHELL, WA. 98011 PHONE: (425) 362-4244 PROJ. MGR.: STEVE ANDERSON AREA... .................................................................. 10.3 ACRES O J LOTS ..................... 52 N ..... (n PROPOSED ZONING & EXISTING ...........................R-8 & R-1 ZO p V) STREETS ............................ .............1.72 ACRES, 5.70% OF SITE Li-1 S � w GRO UP FOUR,Inc, 16030 JUANITA-WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)775-4581 * (206)362-4244 * FAX(206)362-3819 SURVEYING ENGINEERING PLANNING MANAGEMENT FILENAME, Hl\97-8008\SC2PP40.DMG (PREPLT4.LSE-VI) IPDATEM SEP 08 1998 12 04 i 32 JOB NO.: 97-8008