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HomeMy WebLinkAboutLarge FormatPLEASL NOTE: Kroll Nthm Payee are rsvised kit least once a yee: with ee6ard to plats. snort Olals, cO:1(IOrnnliOTS, and co, Port,,= h-n s. Addrese lq a"e 0-total infn-M011 +s tipcated less frequer?.y.-rh•s mar is coeydyMad in oath form and con!ant. aap'odcction NOTE: Kroll Maps are compiled from Official Records d' I I" hib a' t I- n n4role - in pen. a transtarr ny :.Its;9 to ;orr,. �s prn � o: r y and Field Surveys. They are produced for reference use Copyright 1997, Krol Nap Comp-y, Inn..- Seattle, weshingtcn. All rights resaved. � � NOTE. Kroll Maps are compiled from Official Records only and no warranty is expressed or implied. 805E o and Field Surveys. They are produced for reference use RENT 0 N LZTN - ST_ ►3' --. _ I I only and no warranty is expressed or impled. 800E E 2 -•�2 '3-� S *15.--- +C+E--ES T---- 84 - - _ --C.M.-S��P&P bsl. a_ R N EN. M=F- 60 _ - ^- _ C.M.S °P. $I P. R.R. '°65A7. TRANSHE -. LIN MT.M �� gs '�`lo�ll i-- ------ 367 110 n� - N R Iliw g QI o Bo a trs It ? -� 0.34 C. 0 3°'30 - 1.51 Ac. I I - // j 40 y D V.;, 1 � r' (&� 1 �1\tititi r2 3 /7 � I / u l :J i �x >I l=J 35 I I. - rso 63 41.821ls-h % gam, -.- I it.173 378: I I rn rr� 80.92 72 72 Slgs 02t p y � q'h ?Q�0 O s W a I I , 312 Ln S.E. 112TN PLC s r 1,222 I ' I----------- t\67.o cA o I o Po 70 70 Q \00'�y AG?� 1� - w - - - - - - 81 _ r I I I - c 1 12 3 �, 3 " $ �27.C8 i I ay -- tl I n 256 r r � 9 7QLry 0.65 A C. Oi I I N 15 [� n "tto �j, FIN �7 - � W - to `� 1.91 Ac. yo•i14.36 So 10 105 d a nrnn=�' S° H 6 ldr I a ll 1 I ia' 96 I� I 4 I I rr25/ u260 r � S:1 g� r/ 3 .A TI 1 1 11 2 = v 1o0.9 U- 150.07 ' 32 .Z3 Ej I 7. YI ! //2® t �0 257.23 ' I - P ti I -1 79 160W [34 32 30 j W 2 S. E'b 113TH ST. -- _ - 0.22 �C. 631.26 .n �n I (n S„ I 1 s� --_112,16-_ --- __ I1°RVA.116SMz�_- N A�- I _ -_� //O! r-- 7i3 f-1I RTN�-h ��. 76.91$ 405.99 ! School Dist 403 coo. In lu $ I t o I _ © I7 037II i�oi. z791 u3 1 0 112 5 a0 tw C 0 I I 09.95 = I 1 ° m o 1 ; i - 1.37 AC. (0 k } �• 6 �o l't i F r1z73 a v� " g ao 111 11312 1°r l6 I S d ' 4 - Z 216 1 n 1 rn w c - 405.8 329.03 I t `-' ° I ° '- - 72 -1-399 m 21180 t1 sA sJ66r I 1 a 1 r 10 > r ❑ �6 I. m 1, o8 344 65 1 I 7Q S` Q 103 2 I I V ---- - ? m i " - 6`� r,30 jtdI 11320 - 13 o a 11228 �8, S.E. 114TH PEA. n25 6 5. �i iO _ 0 I o 1y`V 4/ / S 3� 1.,� •ti .396: 2O .395. !; �1 ^ , O.17 AC- 2.$4 AC. 6 6 Q L di N 19 �o /qK® 80 80 60 g�H /1467 I 205. _ 2.S9 Ac. d / _ "�� i200 Trcrr esr+r 328, 83 d30ID 56�83 r I Z J 286 83 164.42 o v \ c 9e .n \b i \�� \ah q q l] 1 5 ' o ^ - - r g5 1_ _ 292' _ 0 q (D $•p.688009 -- -- ' C3 99 / !05 20 - ° _ o cy vi ° (2) (1 I i . .__. - (6 Q 631,46 I / /y 2I _ 2L - 2 m o o -- N v 300 15-/�--I42.86 0' oaA/N. 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(2) 27. i Z85.22 133.92 39� a�\h 7892 C7 N. 1.3! .. T Q $ �S• E. i 18 �' H S T s 300,59 330.99 j J4 48 w 6gg2.. 7� 9' 0�6 r4. u�h9 $Ito 8 II 172.7 �' 17 .p �+ r35 ^ LIJ t36.01 W 234 337 II Cn co ' to o TRACT 'C m 7 4 = 2 7 ti a 11833 - - r I y LJ � ii 177 S � 2333� � �ry -__ t'36.OZ - _ c II �~� _ Q o 3 6 = 3;2: 8 84 n u 3� 136.04 � I - r0 ii io6 W 15 11` , ly grzmftg.ta•r 4 r 5WN-A-AOtIN% - 4.94 Ac. -. _ 186.32 U TR D',�� IL so r3s 13o.oe GO a29 293 O �. .D Li 2524 19 . o `° 2 30 .. - '30.09 . . ... - I, aD 718 $ 14 �i 58 - i N 13 s m 35, 10 O a �� N » j M 0?r� 20 180.26 " ° TR. F9179 o m m i of .n 12 TR, E 1n' 124.68 " W 2 9.32 7806 30 z53 326.4 -P ' - - 87 ROAD ESMT• 652.8b M CEN. SEC.10 �3 847 O 632.2- ES 7 �o n o Es,r, r. m 0 89.91 82.95 9? 145 i2 R. �5 E.: A 407.28 75 150 0 60 83 69 a 64.57T 's >n 'n 8 �3,N t ••(S:' 120TN $T.) {3 - lZ 9 w q aI I r 60. 152.25 150 - T In 17 18 ( !9 20 21 22 �/ 23 0 's9%s a Jzols r B sN 11.58 w /200E N 98.)y-f - r 0.05Ac. 0.40AG 0'�c. 140 .. .. 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I I T5. n 23,z r 60 - I 183 �18z 2/ 2 26 a9 a e I aJ3 r i 41 50.41 M 27 75 74.89 20 ` } Q PEA CHTREE 0A� 1 4 I 160.3s A H ,V E 1 1 IB �t 1 � 17 r PHASE \1 14 UNITS N 0 0 M I N I U M 2 m, 17V) �iv r 'S' 6 7- 59 Z .4 259 S5 n �- 6 1220 nry N N 37i W I50 `-_ to 07n \' N a t224$ W � 196 Q /2Z O o UAC� 60 ISO 481.42 135.36 300 lZ 4 190 Q r .Ny fizl¢i¢5.ze'. v M l2 /8 2.39 Ac. 344 f S.P 1177003 m W v3 257 T m r R4 rya - F: mT to W 1306 1293.62 (2) ns 3 39C 0: X: Z.: 01: N• Y 10�1 I _ 806V 30.301 N 0013 I? ID f 4.90 Ac. !2 25 Neighborhood Deta 391 12�021 J N 1 =� t50 ,ao 346. y345 it �7a • Renton, Washington Northward Properties 2/ DEI, Planners, Engineersy , Sunve ors Project No: 99064 August 1999 ° I': !2 y27 @ W, 1 " = 200' _ r2239 . •. L __ 0_ __ 0.92 A@ M I Q Qt Ro oA • CIL " 25 17263 W 12261 1I 0,46 A a > IT4 /70 Q 174) IOO t zoo --300=_-- -- 30.30 9.27 272.15 I. Ln a6 1.05 Ac. 9 F- il aptEN ENT�N 2,z.ls 1-- D CtTY p� R - 2 R�C .q w ild AIF >ld SFr. in TwP a.q ni RrF s A/ w Ad RIM 469.2 /I 12"N,W WATER LEVEL 446,48 SSM H RIM 469.2 IE CTR CH 446.41 CB RIM 478.0 I LEGAL DESCRIPTION m m FOUND 1-3�4" BRASS DISK W UNCHI 4"X4 CONC MON DN 0.3 � Y Q U � o � DRIVEWAY O U 4 7e X 4 CLF 8"PVC S,E,W CTR CH 462.60 4" IP GAS (S( 0.3S - OF 'OF R � /FOUND 1' O.D. IRON PIPE / FENCE CORNER 0.45 X 0.3E 4 SHED 00 FENCE 0.1E OF It I sHED LOT 3 J V FENCE 0.2E � OF R a 0 FENCE 0.1E OF R / LOT 2 REC. NO. 9010009020 FENCE 0.4E OF R 0 FENCE 0,6E •o OF R 6' VBF LOT 1 RENTON S.P. 008-90 FENCE 0,1E - OF R SSMH RIM 480.48 8"PVC E 470.68 8' PVC W 469.3B 10' CLF X DOUTUG X X x 2-12"F TENNIS COURT 2-10"F 10",12"TW COT 478 X X 10' CLF X x 480 X 2" IP GAS X X X X_X X X 2c� 4 IP GAS y v� ------- W PAINT ---W------____ i7 N88'16'04"W �cJ TH ST.) Z - - - - - o - 661.72 CALC o - N.VE. OHP o OHP RIGHT TO MAKE NECESSARY Q m SLOPES FOR CUTS ac FILLS gyp,, REC. NO. 4828067 w IE 12 CMP N 466.43 0 IE 12"CMP S 466.45 / • 14 T • F • • b •> B' 0 6 A� m '`' N� • `'" , •� •� HIED N 88'1 04" W li � ? ?'• • Oe 0, ,h II 29.2' ` c> T 1i 32.18 L If • T •� u, y • 2 1 j9, • >s • Q� 15.8' E-15' -{ • 0 1-10•> if x • i ;...: APPROX FF e f \ EL 474.0 a41. . :. x, G A R A G E •� Q, s� o� 1-STORY •ap a° 24. \ p� •, �2 y V� WITH y PI If DAYLIGHT a • •� I BASEMENT • > II a 28.5' - 1 472 Cn 959 • II •� 0T x •>s HOO" AVE N.E. 1 11 0 Q� 6'0 • $ �p� PON _ n '2 • 28.3' \ •� • GRAVEL DR• J I, •> • -10T \ 470 °C, 3p� d II Q �. 24.8' BARN F Qpe • A, >�C, 8 N 88' TO ' w4, E F 0.•Q F F oQ �_ 468 466 II • • • • • • •0 ` GRAVEL DRI AY m 3 4' H F II N�F N 88CB RET. WALL 4' .11•04° W6' VBF - - 31 .O1 RIM 465.75 oN 466.19 IE 12"CMP N 3.47 N h V) 5' WlOE H IE 12"CMP S 46 . 5 �I II II I I I I CB II RIM 472.83 II IE 12"CONC N 469.06 it FOUND 4' X 4' CONC MON II IE 12"GONGS 469,10 W/COPPER TACK k LOT STAKE II ASPHALT PARKING it TEMP. x II PP I) ,O 6" EXT_ CURB if CB II X X " IRIM 472.04 CMPE 12"S 468.54X I1"CPP E 2RN 468.54 4" IP GAS W B" TL W UTIL. o II VAULT - OH - _-H TT I I 0 it • • • 4' CLF 11 •• • • �ry 181 ?RT &0,� •gyp �6., • 480 4' CLF �'x.. • f APPROX. �; ELECT. EASEMENT • • '`' 's'� ti� �ti FENCE CORNER 1 I REC. NO. 3324546 >Q • �pF • 0.7W X 0.5S if p'• • T a OF R A VI u if m LU �2T V 2p, cv II / ,� • ,i, 10'tl POND O > • •� • • 2� •�° 26T 2�T •�c9 •Os' Z If • c� -480 2 , 2" • -1 t t.9, F- `?p, • NW COR SHED I a c ° 18' '109 01 0.6W OF R CB 2 • • ! �. A, •� SHED a RIM 469.58 •�` ••, 0 #� ..16' >o, SHEDS C °C • .9B 4�0243'C, • • N I F' 10' •>�c 12.0' I- •>6� • • 14.9' 4j8 to I ?y +� t.z' •> _ I '? • R �8, • �, • SW COR SHED • • to ��' R 2- > r'°C °� • �u� 0.5E X OAN OF it 0 ( PIT >� i 11 II nl t° C; °) I DETENTION If \ \ D ' FOUN1IRON PIP Ci c POND II 8 0.90 OF T ij� / iyc+ ��+11 ar o I o I ( 0 I o II SSMH 1 2 11 12 1 R• A If I 3 RIM 455.85 I7 \ II I IE 12"CPEP IE 18"PVC S 458,05 I ( I p BLOCK 1 459.38 II SDMH RIM 465.73 ' LESH' CHURCH PARK I I I SCOTT GLEN I IE ,2"CPEP SW 459.23 VOL PGS, 37-38 VOL 185, PG& 82-83 I I o F ND 1-1/4' BRASS DISK I II TOPIE 2VERTP STANDPIPE CONC MON 4'X4 I II DN 0,15 MI � 462.03 W, \ I II N W I II z \ If O 4 -- -- - - N88'18'03"W FENCE CORNER 0.3E X 0.4S OF R 1 The north half of the northwest quarter of the southwest quarter of the northeast quarter of Section 10, Township 23 North, Range 5 East, WU.., in King County, Washington; EXCEPT the west 165 feet thereof,• AND EXCEPT the north 30 feet thereof; AND EXCEPT the east 165 feet of that portion lying north of the south 3O feet thereof; AND EXCEPT the east 30 feet of the south 30 feet thereof. TOGETHER WITH that portion of said subdiWsion described as follows' COVIIENC/NG at the northeast corner of the south 120 feet, as measured along the east line, of saia subdivision; thence N8877'04"W, parallel with the south line of said subdivis/on, 132.78 feet to the POINT OF BEGINNING of the herein described parcel; thence continuing N8877'04"W, porollel with said south line, 3278 feet to the west line of the east 165.00 feet of said subdivision; thence 5000724W along said west line, 89.99 feet to the north line of the south 30.00 feet of said subdivision; thence S887 7'04 "E, along said north line, 38.47 feet,- thence N0329'03"W 90.33 feet to the POINT OF BEGINNING. SURVEY NOTES o z II II d' 3 z _ 662.01 1 W 1. LEGAL DESCRIPTIONS ARE PER FIRTST AMERICAN 7777E INSURANCE COMPANY, ORDER NO.. 7. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE=SECOND ELECTRONIC TOTAL STA77ON WAS 408302-9K, DATED DUNE 2, 1999. USED TO MEASURE THE ANGULAR AND DISTANCE RELA77ONSHIPS BE7WEN THE CONTROLLING 2. THIS SURVEY DOES NOT PURPORT TO SHOW ALL MATTERS THAT MAY BE DISCLOSED 8Y A MONUMENTA77ON AS SHOWN. CLOSURE RATIOS OF THE TRAkERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS BEEN COMPARED AT COMPLETE TITLE SEARCH. AN N. G S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. 3. NO ATTEMPT HAS BEEN MADE BY DEl WHILE CONDUCTING THIS SURVEY TO DE7FRMINE THE EXISTENCE OR LOCATION OF ALL EASEMENTS THAT MAY SERVE OR ENCUMBER THIS PROPERTY. 10. U77LI77ES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE ONL Y THOSE 4. THIS SURVEY REPRESENT' VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXIS77NG ON AUGUST 4, U77LI77ES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE 1999. ALL SURVEY CONTROL /NDICA7F0 AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST SHOWN HEREON. UNDERGROUND U77LITY LOCATIONS SHOWN ARE APPROXIMATE ONL Y. OF 1999. UNDERGROUND CONNECTTONS ARE SHOWN AS STRAIGHT LINES BEWfN SURFACE 5. PROPERTY AREA = 106,597-1 SQUARE FEET (2.447f ACRES). U77YTY LOC4770NS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC 6. ALL DISTANCES ARE IN FEET. RECORDS. DEl ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. SCALE: 1" = 40' 0 20 40 80 BASIS OF BEARINGS' N 00 08'57" E ALONG THE CENTERLINE OF 140TH A VE AS SHOWN ON THE FETTERL SHORT PLA T UNDER REC. NO. 9010009020 VERTICAL DATUM- CITY OF RENTON CONTOUR INTERVAL: TWO FOOT CONTOUR INTERVAL BENCHMARK - BY 1907 - CHISELED IN SE CORNER CONCRETE MAILBOX BASE, W SIDE 142ND AVE. S.E. OPPOSITE HOUSE P2014 ELEV. 472.66 BY 2119 - BRASS SURFACE DISK A T INTERSEC77ON S. E. 128TH ST. & 142ND A VE. S. E. ELEV. 426.42 LEGEND 8 SANITARY SEWER MANHOLE 3 STORM DRAIN MANHOLE ® CA TCH BASIN FIRE HYDRANT WATER VALVE ® WA TER METER ® TELEPHONE RISER • POWER POLE W/UNDERGROUND • �- STREET LIGHT B STREET LIGHT VAULT coo ROCKERY CONCRETE CLF CHAIN LINK FENCE H BF HORIZONTAL BOARD FENCE VBF VERTICAL BOARD FENCE CAS CASCARA C CEDAR CH CHERRY COT COTTONWOOD F FIR H HEML OCK M MAPLE ;xw POP POPLAR 1N0' ,SLOP � �l�`�l�s�u•�•tig5 NOti CO CO �C � CO 0 N W V. to Y Q ID o � amp N m 00 w � i CAA � a W2 cR W V y Q O � W o �• W a � :� op C Q � m 0 �w Z Q J N C W � W Z Q z < v, � 0- F- m W w o V W Q o z z > O W CD < W f 0 01 O Q SHEET OF PROJECT NUMBER 99084 pp_ � � BNDYTOPO 1�5 SW 1/4, NE 1/4, SEC. 10, TWP. 23 N., RCE. 5 E., W.M. 12' I , "W wt.r-R ;'El4a5.4 Ir C'M t,•Ii 4-4,.41 ":n3 47S,Q_ NO 1-3/4". BRA,',S DISK MON 4.15 ;q LOT 2 LOT lU r t� 1, SCALE: 1" = 40' 0 25 50 100 2 ,1 I; E 12 II 3 � n"{{gy�pp .. Xk `v `c"OTT PARK 'a. F G�$ ir8w§ '�q� 1 k�"a?'��..r. Aug tl^ms' }➢# m #t js t g# I CV W N M t 1 It W z r' 1 11 o a- -= a o z It it zz N88'18 03 W w z_ _ — 662.01 8.E.118TH ST. 1 ;,IM ;s ; _ .. OULIER JACK C. AND DOROTHY M. ERNST 959 HOQUiAM AVE. N.E. RENTON, WASHINGTON S605S APPL i CANT NORTHWARD PROPERTIES 1560 140TH AVE. N.E. 0100 BELLEVUE, WASHiNGTON 138005 (425) '141-1126 PLANNER/ENGINEER/SURVEYOR l�_:-r.3 DODDS ENGINEERS, INC. ' ONIC S li-13MO 4205 - 148TH AVE. N.E., SUITE 200 BELLEVUE, WASHINGTON 980071 (425) 885-1811 CONTACT: CRAIG J. KRUEGER -Planner ROBERT H. STEVENS P.E. -Engineer KEVIN J. VANDERZANDEN -Surveyor ti )4. 12',RC;P N 468,5"'' SITE 5TAT i 5T i CS u n!M 4�;:.11a SO 41H LEGAL. DESCRIPTiON The north half of the northwest quarter of the southwest quarter of the northeast quarter of Section 10, Township 23 North, Range 5 East, W.)" 1., in King County, Washington; EXCEPT the west 165 feet thereof; AND EXCEPT the north 30 feet thereof; AND EXCEPT the east 165 feet of that portion lying north of the south 30 feet thereof; AND EXCEPT the east 30 feet of the south 30 feet thereof. TOGETHER WITH that portion of said subdivision described as follows: COMMENCiNG at the northeast corner of the south 120 feet, as measured along the east line, of said subdivision; thence N88°11'04"W, parallel with the south line of said subdivision, 41 132.18 feet to the POINT OF BEGINNING of the herein a", described parcel; thence continuing N88'11'04"W, parallel Itc- with said south line, 3218 feet to the west line of the east -- 165.00 feet of said subdivision; thence 600'0174"W along said west line, 89.99 feet to the north line of the south 30.00 feet of said subdivision; thence S88'1" 1'04"E, along said north line, 38.4-1 feet; thence NO3'213'03"W 5033 feet to the POINT OF BEGINNING. SETBACKS: u n!M 4�;:.11a SO 41H LEGAL. DESCRIPTiON The north half of the northwest quarter of the southwest quarter of the northeast quarter of Section 10, Township 23 North, Range 5 East, W.)" 1., in King County, Washington; EXCEPT the west 165 feet thereof; AND EXCEPT the north 30 feet thereof; AND EXCEPT the east 165 feet of that portion lying north of the south 30 feet thereof; AND EXCEPT the east 30 feet of the south 30 feet thereof. TOGETHER WITH that portion of said subdivision described as follows: COMMENCiNG at the northeast corner of the south 120 feet, as measured along the east line, of said subdivision; thence N88°11'04"W, parallel with the south line of said subdivision, 41 132.18 feet to the POINT OF BEGINNING of the herein a", described parcel; thence continuing N88'11'04"W, parallel Itc- with said south line, 3218 feet to the west line of the east -- 165.00 feet of said subdivision; thence 600'0174"W along said west line, 89.99 feet to the north line of the south 30.00 feet of said subdivision; thence S88'1" 1'04"E, along said north line, 38.4-1 feet; thence NO3'213'03"W 5033 feet to the POINT OF BEGINNING. SETBACKS: FRONT - 15' 5ENCHMARG SIDE - 5', 15' corner lots REAR - 20' BENCH MARKS PER CITY OF RENTON SURVEY ON NAVD 1988 TOTAL SITE AREA: 106,55'1t S.F. (2.44i1t ACRES) DATUM PROPOSED USE: SINGLE FAMILY HOMES PT*i O1 = CHISELED IN 5E CORNER CONCRETE MAILBOX BASE, W. SIDE 142ND AVE. SE, OPPOSITE HOUSE * 12014 NO. OF LOTS: 14 EL. 412.66 OR 144.0613 METERS) EXISTING ZONING: R-8 PT*21113 = BRASS SURFACE DISK AT INTERSECTION S.E. 128TH ST. 4 142ND AVE. S.E. STREET AREA: 11,345 SF EL. 426.42 OR (129.514 METERS) OPEN SPACE/ STORM DRAINAGE: 18,018 SF i� PthA 465.73 IE 12"CPEP SW 459.23 IE 1 2"CPEP S 459,0a TOP VOR1. > r:Ii 4(z 2.'03 v tilt' . �' — """ -•. - RENTON !0 E _� =T �m a� ,.I > G • ^ • 0 � � --- Neighhorhood Detail Map � Rraven, � Mr, O . ` — North—dP p�hu t . • c O ...., n _—e DEJ, Pl6"gl^°ers5'mrivn > ro �NE iGH50RHOOD DETAIL 1" AIO P - 1000 t 405 5 3 2 NE P�P�AN � 900 900 ' QJI NE 10TF4 ST. (SE 116TW ST-) 8 9 10 11 RENTON � x rTr sE 128TH sT. GREENW00D CEMETERY to 11 169 16 S 14 V CEDAR P/ MAPLEWOOD GOLF COURSE VICiNiT" r MAP N 1" = 30001t 9 �� N• W�a :o N OCO L� y °� W c 00 Z •C ii� o CID N Coco N Z. IU C '�► W(1) 2 W 4 O W W Q W Q) QL�Llj v1 w C.0 J V W � v� O �9� L PC Lij rn W Q V rE Q) w m O Ld Ld U Ito Z Z O L Ir n- EL SHEET OF CITY OF kENTON ( r, T PROJECT NUMBER ECEN�D 99064 prelim\preplatl FP_9� �/ /� SW 114, NE 114, SEC. 10, T WP. 23 N., R GE. 5 E. , W. M. N Rid: 469 f 1 4 '1 1s I AWE? LEVEL VEL. 446,48 RIM It ti M CH n s4� :ct RI' i 47" 45.'? I zn D VEWAY 4?'!' 8`PV 1: '** if ill F CH 462.50 ....t _ y _ % .I. 3tr t / �Sr f c ~Ri °N ! uvt E,�U ri. 1�'",1 <.. ;f s ; 9 bi r• � 3 y4� „ _ f '_. •.: : � >,,.. L,-n .w...M-." ,.'l:.F r ,j s .+T.: h'"" M'_'Fk'_.` {, ,h ��'l:. �.- ._ rm P „_ ...,� :... ,. ":^' „„._..�,,.,-M^-5.,,...,»w :,.w.:a:. _ ., �. :_:;. �.. _... ,.: �'.i !t_ 1�L`� „4• :� :•;'i.vH- M ' 661.72 CALC _..,_ , " i 331b1 n ., ,r. l.;i, r � f �r f.?ti, `, ;'4" , i I 21 I n i 7 j• �` I y lU 12 �1 s [i—K�`t w LOT 3 10' PRIVATE EASE'� ,i\ I 1 ki i .. 9 .{ 2 � 48,01 if I E' % -.,...�>.+,,,:�.„..,ry. J ✓��` iI h ....,..,...E � T.C. •3 ! .� k _$ 4 J� , ' < CJ+' 31Qs„sy, aN key. if I N 88 1;`04" w it ?' ` s N ` rt Q '^� gg Pam"" z w ;' i 4 I2_ � 4 tN S e UJ ,1 1 � �• I \ ys' sa 3�''•"' n`;Ya4 . `m `> °�,K t 1 ---°.' E ft• f .._ '"`"'�" .. '� E'lriVt-, e i `r I 10' PRIVATE $EWER � \ f � ; Cj i T^'hn xM � . II — — - 4�EASEMtNT 4 2 77 dF " 410 (j J =r° Y r 3 01 n d 7r r 9 d RON Y ira r 3 i I TRN a I ! 1 2 a¢ I '" N { 'LOCK B e s. 'n I SSi it1_ q �^�•� CHURCH 2 s 'M1+. 4s z, ; S •� �• �",�++..' F t y i. ` w$ y it 1 c,4�' L,, t`'.`., ��, e•`�za, 'r ' �S3 i € \ " ? � ,>. ': `;+": ,e ;" 4.:^.tr SQn'.l l f2"CPEP ,.� VERT TA MI Uj VLLJ 1 � W i Z P `." Z N 1 3 Z N88'18'03"W Ld z ` — — 662.01 J S.E. 118TH ST. — — — — ---- — W OUNER JACK C. AND DOROTHY M. ERNST g55 HOQUTAM AVE. N.E. RENTON, WASHINGTON 98059 APPL I CANT NORTHWARD PROPERTIES 1560 140TH AVE. NE. 0100 5ELLEVUE, WASHINGTON 98005 (425) 141-1-126 PL ANNE R/ENG I NE E R/SURVE Y OR DODDS ENGINEERS, INC. 4205 - 148TH AVE. N.E., SUITE 200 5ELLEVUE, UJASHINGTON WOO1 (425) 885-1811 CONTACT: CRAAIG J. KRUEGER -Planner R05ERT H. STEVENS - Engineer KEVIN J. VANDERZANDEN - Surveyor LEGEND NO00 L1 O Uj C Go ' co 04 3 Z+ Q A 00 v ; A CO VA 04 m °° N N walk C� ) a W � C Wi aWC, V W c) 0 O v N CID O O z O W Z C) �, Qc s Z 1�^) 44 Q O a L W LLJ rn� z SCALE: 1" = 40' W W 0 100 200 400 Q W Ld V z z O SHEET OF ��b PROJECT NUMBER 99064 prelim \TREECU T. DWG f 7p, 4?1 , Z/-5 PRELIMINARY LIMITS OF CLEARING SW 1/4, NE 1/4, SEC. 10, T WP, 23 N, , RUE, 5 N. , W, M. MH RI / l RIM 469.2 12"N,W WATER LEVEL 446.48 SSMH RIM 469.2 IE CTR CH 446-41 C8 RIM 478.0 I m G F ND 1-3 4" BP.A�S DISK W%PUNCH I 4' X 4 CONIC MON DN 0.3 m Y � J � Q U � o � DRIVEWAY J O O U 4 ,1c RIM 476.65 8-PVC S,E,W CTR CH 462.60 4" IP GAS N 9,3" 0.3S V OF R FOUND 1" O.D. IRON PIPE FENCE CORNER 0.4S X 0.3E SHED FENCE 0.1E 1 OF R ` SHED ` LOT 3 FENCE 0.2E OF R 8 FENCE 0.1E OF R - / LOT 2 REC. NO. 9010009020 FENCE 0.4E OF R FENCE 0.6E OF R 6' VBF LOT 1 RENTON S.P. 000-90 FENCE 0.1E - OFR FENCE CORNER - 0.3E X 0.4S OF R 1 II II ii I I I I 11 CB II RIM 472.83 I I II IE 12"CONC N 469.06 FOUND 4" X 4' CONIC MON II IE 12"CONC S 469.10 x W/COPPER TACK SSMH 10 CLF 2-12"F TENNIS COURT dt LOT STAKE II RIM C E 4 L_ �( X 8"PVC E 470.68 DUGOUT- JI 10",12"TW COT ASPHALT PARKING II 8"PVC W 469.38 x II X f -478 10' CLF X PMP. II X X X 480 X 2" IP GASX X X X�-_X X Q 6" EXT. CURB �� CB X X I' RIM 472.04 X X IE 12"CMP S 468.54 2cp 4 IP GAS " p II b IE 12"RCP N 468.54 o� • DD •� 2T 4" IP GAS N88'16'04"W w�$ PAINTTH ST.) Z , a" TL w- �- o - 661.72 CALC o - w U11L. 31 OHP NP- � - - - - - _ VAULT 0 OHP RIGHT TO MAKE NECESSARY - SLOPES FOR CUTS & FILLS OHP I -p,, REC. NO. 4820067 � II 33i:61 �` '�• '�• Dy oA � � �� M it ?�� • Q •30� •� 4' CLF • 480 • • • a 4' CLF O T F �`� 3 4 APPROX. Pa ELECT. EASEMENT , • • S� N ti� �ti FENCE CORNER II REC. NO. 3324546 •,S 0.7W X 0.5S D•! • T o OF R {I -10 61 II 3 •' ��A �� J, I fl Itoo 010 = T I I o r 14 LU Oo \ I I I 11 II •• E4 II / 20, n II • O ii I / T • T 10'0 O R• • �� POND •�O OsT ?� •�9 •O�6 z ,I T 480 2 , c ,2 • -I 11.9' 1-- •`10 16, NW COR SHED it a 18' �6 c!o•. '8' 0.6W OF R CB 2 • • I •� SHED II N RIM 469.58 ��T ��, • ��, �Q, A �g,0 II IE 12"CMP N 466.43 • •• us III 16' SHEDS ( 0 IE 12"CMP S 466.45 JO �pC I I Q 'g ApPROX ff 24 3' 00 jjj a / •� EL 479.0 � • I a 8T •u •� • SAT •� �o� ( W II 12.0' 10' D 6;0 • • 0t 4'18 •� •� � I � II •fix:�• Bv=i 2' '�' •� , I• � 1/.•• SW CDR SHED ka • O 0.5E X OAN OF It II Q ,��'� • •�� • AO•. • �O> ,SHED N Sal 04" W h • r-29.2' , G ?� 32.1a •, Q, s u j�T •� �R, 15.8 -15'- 4 • '7&C� • x 2� .... ; I s� • APPROX. FF • �0 47 4 • o 7EL. 474.0 d. ` I 4 \ I �st38.5' • �O • F, �s • pz ai 1-STORY o- II 3 G A R A G E \ y •30 �o I 24, 3oT •� ��� MATH .•+° pi I L s� 4, DAYLIGHT • BASEMENT . •`�D,. ART 11.5' \ • �sr., •� � •> >S II `ao T •>2 28.5' 472 ��,.. • T • m , 959 • II • Orc x ,s O µ000lAf1 AVE WE C, II I •! \ �p� PON J II 2 • • 28.3' •� • GRAVEL DR. II •• �p n I \ 470 0 0o � II Q o, + • • T �8'� 2� 24.8' B A R 11 F QoQ \ • -e ® SOT r • , 9658 IICL L A, �8_ T N SS' TO 468 466 II 0 mN II • • • • • • •0 \ _- GRAVEL DRI AY 3 II 4' H F _ GB 4 VBF N 88'i1�04° U! 6' VBF 31 .01 RIM 465J5 ON RET. WALL 466.i9 r `fiW DE i IE 12"CMP N 3.47 to m a m �^ PIT IE 12"CMP S 46 5 II \ a ION FOUND 1' IRON PIP m o o I I DETENTION 8 II \ ^ \ij0.90 of R U. Io m I SSMH 1 2 11 12 A If I 3 RIM 465.85 I7 \ II IE 18"PVC S 458,05 IE 12"CPEP II BLOCK 1 459.38 11 SDMH LESH CHURCH PARK I I SCOTT GLEN RIM 465.73 F ND 1-3 4' BRAS DISK VOL PM 37-38 VOL 185, PGS. 82-83 ( I i I II `; o IE 12"CPEP SW 459.23 2VERTP CONIC M IN 4' X 4 CONIC MON I I I II Ln Lq U TOPIE STANDPIPE I I I 6 462.03 III I M II Iwo / II II N W z \ N o �- o\ - -_ o� it 3 z - - -- - N 88'18'03" W z - - - _ 662.01 B.E. itatH 8t. - - - ------._ - ----: w LEGAL DESCRIPTION The north half of the northwest quarter of the southwest quarter of the northeast quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington, EXCEPT the west 165 feet thereof,• AND EXCEPT the north 30 feet thereof; AND EXCEPT the east 165 feet of that portion lying north of the south 30 feet thereof,• AND EXCEPT the east 30 feet of the south 30 feet thereof. TOGETHER WITH that portion of said subdivision described as follows., COMMENCING at the northeast corner of the south 120 feet, as measured olong the east line, of said subdivision; thence N8877'04"W, parallel with the south line of said subdivision, 132.78 feet to the POINT OF BEGINNING of the herein described parcel; thence continuing N88717'04"W, parallel with said south line, 3278 feet to the west line of the east 165.00 feet of said subdivision; thence 5000724"W along said west line, 89.99 feet to the north line of the south JO 00 feet of said subdivision; thence S8877'04'E, along said north line, 38.47 feet,- thence N0329'03"W 90.33 feet to the POINT OF BEGINNING. SURVEY NOTES 1. LEGAL DESCRIPTIONS ARE PER FIRTST AMERICAN 77U INSURANCE COMPANY, ORDER N0. 7. THIS IS A FIELD IRA VERSE SURVEY, A SOKKIA RVE SECOND ELECTRONIC TOTAL STA LION WAS 408302-9K, DATED ✓UNE 2, 1999. USED TO MEASURE THE ANGULAR AND DISTANCE RELA77ONSHIPS BETWEEN THE CON77?OLLING 2 THIS SURREY DOES NOT PURPORT TO SHOW ALL MATTERS THAT MAY BE DISCLOSED BY A MONUMENTA17ON AS SHOWN. CLOSURE RAT70S OF THE TRAVERSE MET OR EXCEEDED THOSE - 2 TITLE SEARCH. SPECIRED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS BEEN COMPARED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. 3. NO ATTEMPT HAS BEEN MADE BY D& WHILE CONDUCTING THIS SURVEY TO DETERMINE THE EXISTENCE OR LOCATION OF ALL EASEMENTS THAT MAY SERVE OR ENCUMBER THIS PROPERTY. 10. U77LI17ES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONL Y THOSE 4. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDI17ONS EXIS17NG ON AUGUST 4, U77LI11ES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE 1999. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST SHOWN HEREON. UNDERGROUND L177LITY LOCAT7ONS SHOWN ARE APPROXIMATE ONL Y. OF 1999. UNDERGROUND CONNEC7ONS ARE SHOWN AS STRAIGHT LINES BETKEEN SURFACE 5. PROPERTY AREA = 106, 597f SQUARE FEET (2. 447f ACRES) U17LITY L OCA RONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOAV. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC 6. ALL DISTANCES ARE IN FEET. RECORDS. DE ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS SCALE: 1" = 40' 0 20 40 80 BASIS OF BEARINGS' N 00 08'57" E ALONG THE CENTERLINE OF 140TH AVE AS SHOWN ON THE FETTERL SHORT PLA T UNDER RECC, NO. 9010009020 VERTICAL DA TUM.' CITY OF RENTON CONTOUR INTERVAL: TWO FOOT CONTOUR INTERVAL BENCHMARK BY 1907 - CHISELED IN SE CORNER CONCRETE MAILBOX BASE, W. SIDE 142ND AVE. S.E. OPPOSITE HOUSE P2014 ELEV. 472.66 BY 2119 - BRASS SURFACE DISK A T INTERSEC770N S. E. 128TH 5T. & 142ND A VE, S E. ELEV. 426.42 LEGEND SANITARY SEWER MANHOLE O STORM DRAIN MANHOLE ® CA TCH BASIN FIRE HYDRANT WATER VALVE ® WA TER METER ® TELEPHONE RISER • POWER POLE W/UNDERGROUND �- STREET LIGHT a STREET LIGHT VAULT coo ROCKERY CONCRETE CLF CHAIN LINK FENCE H BF HORIZONTAL BOARD FENCE VBF VERTICAL BOARD FENCE CAS CASCARA C CEDAR CH CHERRY COT COTTONWOOD F FIR H HEML OCK S• ....... fp �r 0 � ' ,, _ r• "a vi PR •� Y N04J wOGOfN J 4.0 Of v Ll! 00 C 00 co C4 Go Q ao In N m 00 N C � i O,Wy w IU V y Lo O O w zz w M �w w �o 0 W '^ v, Q �w Z � o O w m Z �w IN w � W Z c� Q z rn Q Z :5 vJ W ~ IN w V 0 W Q 0 O z z O 3: 0 W M MAPLE DZVELOP.PENT Pt CITY OF RANI,L o o C] Q POP POPLAR SHEET OF ECE�"�� 41r or PROJECT NUMBER 99064 BNDYTOPO 1 D Q/] `/ , _5 d" S• ....... fp �r 0 � ' ,, _ r• "a vi PR •� Y N04J wOGOfN J 4.0 Of v Ll! 00 C 00 co C4 Go Q ao In N m 00 N C � i O,Wy w IU V y Lo O O w zz w M �w w �o 0 W '^ v, Q �w Z � o O w m Z �w IN w � W Z c� Q z rn Q Z :5 vJ W ~ IN w V 0 W Q 0 O z z O 3: 0 W M MAPLE DZVELOP.PENT Pt CITY OF RANI,L o o C] Q POP POPLAR SHEET OF ECE�"�� 41r or PROJECT NUMBER 99064 BNDYTOPO 1 D Q/] `/ , _5 d" Y N04J wOGOfN J 4.0 Of v Ll! 00 C 00 co C4 Go Q ao In N m 00 N C � i O,Wy w IU V y Lo O O w zz w M �w w �o 0 W '^ v, Q �w Z � o O w m Z �w IN w � W Z c� Q z rn Q Z :5 vJ W ~ IN w V 0 W Q 0 O z z O 3: 0 W M MAPLE DZVELOP.PENT Pt CITY OF RANI,L o o C] Q POP POPLAR SHEET OF ECE�"�� 41r or PROJECT NUMBER 99064 BNDYTOPO 1 D Q/] `/ , _5 d" SW 1/4, NE 1/4, SEC, 10, TWP. 23 N., AGE. 5 E., W.M. OWNER LEGAL[ DESCRIFTiON try .L T _ 446.43 S RIM 4M13 `_M iE (,TR CH 4416.41 RIM 478>0�.. SCALE: 1" = 40' 0 25 50 100 E 2 1 � - t't��tn�� 1w3/=i". BRASS DISK i g ' j 9 l�. i �I � i� r'L't`CH IN. 4., A 4 � I t r, ti � ci W; CO%AON 1 N I N o a Y is � (I zz N88'18 03"W W z — _ 662.01 JACK C. AND DOROTHY M. ERNST 95S HOQU I AM AVE. N.E. RENTON, WASHINGTON S8059 AFFL i CANT NORTHWARD PROPERTIES 1560 140TH AVE. N.E. 0100 BELLEVUE, WASHiNGTON 98005 (425) 141-1126 The north half of the northwest quarter of the southwest quarter of the northeast quarter of Section 10, Township 23 North, Range 5 East, W]" i., in King County, Washington; EXCEPT the west 165 feet thereof; z AND EXCEPT the north 30 feet thereof; o AND EXCEPT the east 165 feet of that portion lying north of the south 30 feet thereof;Li AND EXCEPT the east 30 feet of the south 30 feet thereof. TOGETHER WITH that portion of said subdivision described as follows: qw....__�._.-____.__ RN 72,83 IE 12"CONC. 4n-9JD6 PLANNER/ENGINEER/SUR%i1 EYOR DODDS ENGINEERS, INC. COMMENCING at the northeast corner of the south 120 feet, as measured along the east line, of said subdivision; thence IN 'r 12"C.untc `' tc 4205 - 148TH AVE. N.E., SUITE 200 N88"11'04"W, parallel with the south line of said subdivision, p ! �o�4� BELLEVUE, WASHINGTON S8001 132.18 feet to the POINT OF BEGINNING of the herein 9•. s (425) 885-1811 described parcel; thence continuing N88"11'04"W, parallel vx- •;�� Q'��'•� ' CONTACT: CR[41Cs J. KRUECxER -Planner ROBERT H STEYENS E E 1 with said south line, 32.18 feet to the west line of the east 165.00 feet of said subdivision; thence SOO"Oi'24"W along ^ KEYIN J. YANDERZANDEN-Surveyor said west line, 89.99 feet to the north line of the south �; o ;E ; t. S 4fi68.5;1 30.00 feet of said subdivision; thence S88'11'04"E, along fir• 4t N 4tS3. 4 said north line, 35.41 feet; thence NO3'213'0311W 9033 feet to S 1 TE STATISTICS the POINT OF BEGINNING. v A0i.. SETBACKS: FRONT - 15' �ENCt'7�� SIDE - 5', 15' corner iota REAR - 20' TOTAL SITE AREA: 106,591t S.F. (2.44111 ACRES) BENCH MARKS PER CITY OF RENTON SURVEY ON NAVE) 1g88 DATUM PROPOSED USE: SINGLE FAMILY HOME�S PT"Ig01 = CHISELED IN SE CORNER CONCRETE MAILBOX NO. OF LOTS: 14 BASE, W. SiDE 142ND AVE. S.E., OPPOSITE HOUSE 0 12014 *< EL. 412.66 OR 144.06E METERS) EXISTING ZONING. R-8 PT«2119 = BRASS SURFACE DISK AT INTERSECTION S.E. 128TH ST. 4 142NO AVE. S.E. STREET AREA: 11,345 SF EL. 426.42 OR (1253.914 METERS) OPEN SPACE/ STOW DRAINAGE: 18,018 SF ROO Rh. ;55 ........-_..- !E 2 c:PEP SW 455.).23 lE 12" CPEP S 459,073 TOP ERT. SIA1,0PiPE 462.03 RENTON Etn- BO E 71 A. 74 - • x_• � ® „� Neighborhood Detail Map }° -�.. _. _ g Rovtm, R'aaMngron Nodkw dP p—nu - .r[.e DPl, Pl —,, Exgiraers s"— a-. _NE iGH50RHOOD DETAIL 1 AIO N 1 1000 t 405 4 3 goo 010 - ' W gITE NE IOTIN 5T. (SE 11&T+4 ST) 8 g 10 � 11 3 RENTON � se 128TF1 5T. d GREENWOOD CEMETERY to 11 I&B 16 15 14 MFLELUO 0 ELOP GOLF COURSE VICiNiT1r MAP i" = 3000't OCT N Q00 L� CM to ca 0 W C CO t_tww tn -I w i N m co N C � C W � C Z aWU) U Z W a °o O � Oo� N �Q) aCz Ir of _ Q) QQ W � v� Q W Q Rl V w 0 J 0 V of z z 0 W — � ff U) Q CL D 01 Q SHEET OE I PROJECT NUMBER 99064 prelim\preplotl PF- 91-111.5 PLEASE° NOTE: Kroll Attoa Pa yes are revised at teasi once a Yee: wish regard to plots. Short plats, COCdCm-omn s, and corporcite WYi's. Addressing anG sll M 111131 infc u3lion is upcated Iris frequ-T,y.-rh•s mac is copydghtad in ooth Conn and contant. 'RepNOTE: Kroll Maps are compiled from Official Records In Whole 0r in par:. 0r Uansferr'ny :nto digital loan, is pr0hibita:: t.y law, and Field Surveys. They are produced for reference use. Oopyright 1997, Krol NVap Company,Inc.-See-ale,Washingtcn. All rights I eaa,ed. NOTE. Kroll Maps are, compiled from Official Records only and no warranty is expressed or implied. and Field Surveys. They are produced for reference use only and no warranty is expressed or Impi ed -28800E - • 3- - - --7.63_ *N�S.--- +N•E-fT-- - - - - 29_ - -N.E. - - _ r60 - - 84 - C, M. S P' k P. 694 8_ R N LN. 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I 20j 103711417 O 255.8 O 1292.97 � � I u1 t' 14�13 r I W S.P. 882009 R l60 1 p n C'� N w' AC. a I .343 714 J5 - U4 Ac, N I54 .156 (56- T a, I - 200 - I 0 Y 230 ISO WI 366 I,� J14 39 0' 50Ac W i36! I ;362 - I S63 ` o t r '_d -_IL- 364 � 365 382 ' e' 370, ISO Q 1293.38 x .ccess p, unc. es,.rr o li6f.69 631.69 30 0 T 347 352 f 3I 1 J6 353; CO 4 360; I 359.• I 35& ). �357 ` 354 - It I 1i61.83 344 1 S P 1177003 2.39 Ac. �I 2 39 Nei Ac 304 306 (`) U6 3 1294,5 6 �7 NI 0013 I-? 23 4.50 AG. P1,25 125 368' 391:1 v50 IA9 346. ,345 it Map Renton, Washington - Northward Properties _ 2! DEI, Planners, Engineers Surveyors borhood Deta Project No: 99064 August 1999 !Z 927 @ZOO (� 1 - 200 1: 12239 0.52 AM M e o I Q � In ro 26 V: 12263 W� It IZ26/ Ii7¢ 046 A o Q 174 tp0 ` 200 I:)J i9.27 272,15- :I: n N II 1.05 Ac. 9 .o _ � __OEVELOPMENT PLANNING 272co .15 CITY OF RENTON �+ 1 •!. I + 1z4> 42 OCT 22 1999 RECEIVED loin 77 si !rton Field Ave. cc SE SW 1/4, NE I/4, SEC. 10, T WP. 23 N., RGE, 5 E., Wm. OUNER Z'6" JACK C. AND DOROTHY M. ERNST 959 HOQU I AM AVE. N.E. RENTON, WASH INGTON 98059 APPL I CANT NORTHWARD PROPERTIES 1560 140TH AVE. N.E. 0100 5ELLEVUE, WAS14INGTON 98005 (425) 141-1126 PLANNER/ENGINEER/SURVEYOR DODDS ENGINEERS, INC. 4205 - 148TH AVE, N.E., SUITE 200 BELLEVUE, WASHINGTON 98001 (425) 885-1511 CONTACT: CRAIG J. KRUEGER -Planner R05ERT H. STEVENS - Engineer KEVIN J. VANDERZANDEN - Surveyor SCALE: 1" = 40' 0 100 200 400 LEGEND 4( FIRE HYDRANT W WATER UTILITY SS SANITARY SEWER UTILITY SD STORM DRAINAGE UTILITY —480— PFOPOSED CONTOUR ELEVATION EXISTING CONTOUR ELEVATION a�Qt� ROCKERY 51 TE 5TAT I &T I C5 AREA DISTURBED APPROXIMATELY 3.24 ACRES APPROXIMATE EARTHWORK STRIPPING 2,500 CU51C YARDS EXCAVATION 2,500 CU51C YARDS EMBANKMENT 2,500 CU51C YARDS /W 42' R/W 5. 0, 16, 16' 5. 0, 5' .5' CONCRETE SIDEWALK VERTICAL CURB & GUTTER-1 TYPICAL ON -SITE ROAD SECTION R/W 30' 14' 16' 9?" 0.5' �q 60' NO SCALE 16' 30' CEMENT CONCRETE VERTICAL CURB & GUTTER N. E. LOTH ST. NO SCALE R/W F 5.5' 2' 0.5' 4 " THICK CEMEN T CONCRETE SIDEWALK •�•�� ., c •u- V;�'� d�� . O I �����i • Q N O LL co Q) M C c7) coJA to Z t� Q N m N Li U ��c Z a `ll W y 0 o 0 '♦ Q � � W �o�W00 O� z� Q i N V � Q LQ u Z W O LLJ W Q 10 O o Li V z Z O W 0 0 Q SHEET OF PROJECT NUMBER 99064 prelim\preutil Ir .q ►ti fld Np fld QRr. in TwP o.q ni RrvF s R w A♦I OUNER JACK C. AND DOROTHY M. ERNST 95S HOQUTAM AVE. N.E. RENTON, WASHINGTON 98059 APPLICANT NORTHWARD PROPERTIES o 1560 140TH AVE. N.E. 0100 BELLEVUE, WASHINGTON 98005 � (425) 141-112ro FL4NNER/ENG INEER/SURIEYOR DODDS ENGINEERS, INC. 4205 - 146TH AVE. N.E., SUITE 200 BELLEVUE, WASHINGTON 98001 (425) 885-lall CONTACT: CRAIG J. KRUEGER -Planner ROBERT H. STEVENS - Engineer KEVIN J. VANDERZANDEN - Surveyor SCALE: 1 " = 40' 0 100 200 400 L EGFEND t 4( FIRE HYDRANT W WATER UTILITY SS SANITARY SEWER UTILITY SD STORM DRAINAGE UTILITY —480— PROPOSED CONTOUR ELEVATION °ur wM E <ISTING CONTOUR ELEVATION QOM ROCKERY 5 I T;P=- STAT 15T I C5 R/w �j 14' AREA DISTURBED APPROXIMATELY 324 ACRES APPROXIMATE EARTHWORK STRIPPING 2,500 CUBIC YARDS EXCAVATION 2,500 CUBIC YARDS EMBANKMENT 2,500 CUBIC YARDS 16, 5' 42' c 16' R/w 5.0' 2.51 L4" THICK CEMENT CEMENT CONCRETE CONCRETE SIDEWALK VERTICAL CURB & GUTTER TYPICAL ON -SITE ROAD SECTION 30' 60, ip 16' NO SCALE R/W 30, 16' 5.5' 2' 2. 5' 27. . VERTICALv CURB & GUTTER N.E. LOTH ST. NO SCALE �— 4 " THICK CEMEN T CONCRETE j�IQEWALK _. K VP 7) ''• b��i o o o ..v N N O ;a:omoto to � C � y O W C coo Z = cm Q w co co � = 1 4) co N Go co N W CCG� C �t! W j w C W V z W y 0 0 � a 0 LQ N C t\t � � W F.Io�WOo o0) o zz V Q rz z LQ V Z QW O �w Li cc Z � m w Q o � W z z > O w Iz Q W 0 0 Q SHEET OF to tt PROJECT NUMBER 99064 momd prenm \preuui PLEASE NOTE: Kroll Atlas Payee are r9vised tit least once a gee_ wi'.h regard to Plats. 911ar1 nizi., cond"m iamS, ar,d cc,rpary;ta hmns. c.0•11eSsIn9 ,Ina st-lurai i0,,,n* ion is .Ip ated less fraquenty.-rh-s III a -is cooydghlad in both form acd contant. Reu-odcNior, NOTE: Kroll Maps are compiled from Official Records in whola ar in Par:, Cr transf6 19 'nto digital °orm is prohibftnc by law-. and Field Surveys. They are produced for reference use D Copyright 1997, Kral Nap Company, Inc.- Seattle, washingtc:,. All h2hls r660-1. only and no warranty is expressed or implied. NOTE: Kroll Maps are compiled from orrefe! Records and Fi Surveys. 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" l::�'� O- s5fi . lac I 346. 345 1 fuel hb orh ood D etall 1�1a 2.39 Ac. 0 Renton, Washington j 85 :I: to •• I .n Northward Properties o 179 DEI, Planners Engineers, Surveyors Project No: 99064 August 1999 !Z z27 @ 200 / � 20o ifi� 1 - rt� t Cd 0.52 A@ I: Q _ 63 /2263 W 12261 49 I/)4 0,46 AWa Q foot 74 ` 200 I:I J \�__300____ _0 30.30 . i9.27 272.15- "A N � I• 1.05 Ac. A? r- 304 In QCID UiiJti';It� 272.15 d. MV C N 110 OF PE��OPA N crt �� O Oc� r••' 3, � j R�cEti�j `i1/ % SW 114. NE 114. SEC. 10. T WP. 23 N.. RGE. 5 E.. W.M. Rim 469.2 i 2"t•2, :ti WATER LEVEL 44648 RIM 47&0 1: 'P. r:ONC of CFO J.frr I RRM476,55" ` %AH +`)� C!_i=�`r ' }�"t 7a=tdF"ria r,fi'tl#:'?- s f ! .C: tt�2.is0Yi E _ ...,a%UG£ii3T i c r ::T E A:?k't•;"1 , P-'V TEMP. 478 a S ., _w.. w w F ) I ! � -, ::u �` i { .. ..., ,-_. __ ly:-.....-. _�K .. _ti+x+eff.txewbxnmro,-•-_ _• ,. \ ., d - -S J '"^---"- — emu+ — � •C F.s.y. .,�' y . _.. _, tj �.�-wex,sw.m mMi :s / i if... N — 661.72 CA v,1 W � t: LC r 42 C'<: ti , 331.Fa1 �s; .Q': Lis � I r ;f 1 it 12 �ti1� � �a �It� w J'tt✓EW: '• OT n 10' PRIVATE V i I r- t 1! ` r✓ EAN"W 1 •'i. — — — — — ,d` ''' , �l !'� � ^-mod' POND '- . _ 1 to Ar { 4 F � i" s'g r3 (i1 . w �� r+ r �' i ` 14 €»�.� �.�.8"E• �kd'Y-t�.g"��;� � � '�.�( € cr4;•, r"�- � - 'J �i .� ?`,.., iI'. i , � 1 s' i i l�irfds.>^"= • yr ' 'n , ((4-16 t Q io - y�ftyj�, S \ �7Ch \ �" a d Y.,'i. 9,....., , i .....��" ,F•� � : i` ..+-...-_,. 5 i `, ! ♦ .' , I +....._.rA...s...•+ b �--,...,� } LOT,mIP r.. 1 ! f TRAM _ _ _ ` s :•I ` r `1 i lU s- 5 � ., (f ! i STDI�1"1 �I —_ s— —+— z. rn � •10' PRIVATE *> ff p z f ,r O4'r EAGWIEW <R1. A 14 .r. \. _ � 4 __. 410 t$�.i9:. - 3 .Ot '� 1 f g i i � .41-� 5 I 4_ z I 41 „y ! / R= r s',•�di, 1, t} 'vj� i i S;•\ YI `� �''�,... i 2 a rR" 4`". I} i e I ��� ��` 1 � t � a .`',#�11n Fit-.,'t, i.�,a. 3 s �^ � !`' S'•?'e VERtl t t {1 } o i z 3 z — — N88'18'03"W z 662.01 S.E.101'H ST. OU ER f' JACK C. AND DOROTHY M. ERNST 959 HOQUTAM AVE. N.E. RENTON, WASHINGTON ee059 APPLICANT NORTHWARD PROPERTIES 1560 140TH AVE. N,E. 0100 BELLEVUE, WASHINGTON 98005 (425) 141-1'126 PLANNER/ENGINEER/SURVEYOR DODDS ENGINEERS, INC. 4205 - 148TH AVE. N.E., SUITE 200 BELLEVUE, WASHINGTON 98001 (425) 885-1811 CONTACT: CRAIG J. KRUEGER -Planner ROBERT H. STEVENS - Engineer KEVIN J. VANDERZANDEN - Surveyor LEGEND PRELIMINARY LIMITS OF CLEARING SCALE: 1" = 40' 0 100 200 400 G� G� OF N O10 Li ,4.NM co 0 Pr W C co Go to N Z � co 00 N m 00 N N T- w C M V3 C ,` W W x aWI�� V ? vI W h O 0 V N � O j v QWz Lo cj) 7 Lo �i Lo v � W � O L W � J z W m �W �o o w v z Z > Li— O F - V) C) Q SHEET OF PRO,'ECT NUf,,1BE`'' 99064 x prelim \TREECUT.DWG P� zl'q77 ��