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HomeMy WebLinkAboutLUA98-184 STAFFORD CREST DIV. 1 Volume )age LUA-98- -FP SE1/4, SEC. 32, TWP. 24 N., R. 5 E., W.M. LND-10-0333 CITY OF RENTON KING COUNTY, WASHINGTON 1 \ IV 1 OF 5 \,� '� l; � SCALE: 1"=40' �,/ • 1 ' \ 43 \ 40 0 40 80 sX\�' 15 \. .AI's ti/ 3�'� 19 = J CO' W' ,/ \\ $ �• qJ� �1Y'�t 27 qq�� BASIS OF BEARINGS: K.C.A.S.AND RECORD 0/ URVEY N \�. \\\ M� •�L90'p0'1 'fj.`y •� \ VOL.97,PG.161 E•t'544',ST. 00• C/' 16 \\\ ty,� ��tL�4So',4'�'•IM• ,.CA - •y'P'E9/�t,�\ \ • \ 5 500 S.F. \)\' • `'tr,`,'i \'>-"tf9�p.•-O -%'/ \\``"1,`�' ,+I- \ 3501 .P. S S -�-- �.? 30 �. 4 J \ .1s \ 2 7Rt\ 74 \ \i. 1, \ \ LP „FP / \\?y 't. \v'N�\��i \\\ -/+!�'\\\ 34616245.F. /) s g \ 1\ RELOCATED R-O-W 9 .1 s\ 17 \\ \ ` \ \ 4o\•E \ J y v.% \\\ (<� 29 \\4 \ 34316 S.F. J • `, \\\ 0�00- \\ $ SI,J $ \ / 4 •p4C4\\ 6,202 S.F. \ \ oA•f• /�\'\ q2,.•\ $ V i \ -s• \ \ es \ E '\ 1 \i4. \ \ \ 5000 S.F. / .�K. v2 .0. \\ i♦O �i \ e•y J, i \ \ \\ 3418 ..c, /\ �` ',-",:•\P`\ \ E 0. \ ON i \ \ R_190.99' s 01 �� 28 \mt \\ ,a2o5o S.F. J % \�\,A'-\cP' \\ \o "� \ s3 4-it 126°oa e. >Fy 5,031 S.F. \ •oq \365 E �^ Y7 y TO'PRIVATE DRAINAGE `' �'i. '�•�j\, , 5,34081 j $ \ / \\ v( \ (\66 EASEMENT(ENCUMBERS \ t .` Y _ �, " \ $ 48. LOTS 68 THROUGH 74) TRACT •R4\\ y*too- \ \\.�' ��' \\\ \ 72 \ \ __-- COMMON OPEN - V \*T'+� ( J • \\ Ap Ela���.\ ,>• / •• N.END FNC.\ SPACE/PARK $: �.}�� \\ 5,000 S.F. E�i R.\\ H60. A1'' \ \ I 0.1'E.,2.2'N.OF\ • \\ 27 \ �' O`• i `�. \j �10A `. CROP.COR. �' / v \� 5,758 S.F. \\ i5S \\\ / L-2 940 1 kk_�' \ ry o4J \ 3402 V /\�' \ yr�, G1077'04' '�8 7' \ %pA\\\\ 9A111•E0./i'\ 1. // \\\.$w; \ V•\\\\ 71 1 8 \'�j': 7w - R-114.50' / 55 Cy \ 'o, w-N6 \osAA-' \ N • I 20 \\y r I jo\\ 6661122S.F. I g \ F' e _261083 _ \ • Q 4 ,. S4\1 J \ '� -128'OB'38" m I 6,202 S.F. \ p y C\ ( L 3407 _1J . d o . LI_-N60.3YSt•Ela)-- \ \ 26 11 y x I\ -N751 9+g•E' -�1-1 y 8 I Ipe.47-_ -1 \ - _ i fr D4\ • $ \\ 63,,37109 S.F. \ i V"_ _.02.29-/ I I Q I 1 1 "-.--t-O INE.E OF PROP.LINE 'A \ a,'o\\ J BUILDING SETBACK I I;S' Q4 i \1 70 0�I 56 N N$ N \��'Nj.559.51'•EIR�i LINES(TYP.) 11•N U 1 1 s,974 S.F. "' ^4'CYCLONE FENCE (NOT VACATED) W L TON _I0235 1 S , 21 I I - I 3.07 sop° - \ • n'_ I tg y Ir" \\ ,504 S.F. I I o --N8629'16•E-J R,\\ 25 1 it 3321 L--N86.34'52•W- -J ri 22' 22' r---100.13-- 3,S\\ 5,529 S.F. 1 4 FENCE • d-,1 I 3310 1 1---106.26----n I n 0.7'E.OF PROP.LINE \ '4,4 11 N63R5'13_E--J 6 1 I e 2 I 69 / k 10'PRIVATE DRAINAGE 1J --100.22 m1 8 x 1 6,158 S.F. X EASEMENT(ENCUMBERS 57 I 64.17 36.05 // $ 1. F' I 3320 .4 LOTS 68 THROUGH 74) C\ 4� 22 1 R i 1 r 0 pQS 1------1 f �\\ y� 7.953 S.F. 1 L--N83.4r03•W-J \�' '0 i. \ i I \ 4. 3315 I n 100.u-- C ' LL e = (i - t 1 0 P \,' H • I 24 } $ 23 �\ / ) o I I NF•--_M-SW FENCE CORNER ! Q\ LLl 1 5,852 S.F. '' 6,271 S.F. \ \ / ' I) 68 0.5'E.OF PROP.LINE 4- Q Lal 22• 22' 12101 OR 3304 4 I 21ae \ / /ep4 Io \I N'\ P P (In 58 Z, 1 1 L_73.52 \ /�•d J n )) 8,449 S.F. `FND 1"IRON PIPE \r I p-13B0.01• \-�i I„� • / aS I l/ 3314 134.97'N.,0.36'E. S C \0• Ld : • I ---, 1--------_ \' ' 4.jj0' °I'AP 3 V- OF SE PROP.COR. (`Q 11.1 Q .. ( S----J L-------- 61,b/�0^�4 �N7T3/' .J 7-23-97 �Q• !. �V (). V) '_I'4 +7AI 80.37 dQr'1`s•'} v 7-- 28 W--...1 7i 366 \. Ol �� Q 1 Ram 07. 35.62 v, / / 1-15.75 1n•33_ \ r\ P N\' QS) di 164.98'- �� - L-31•j0 j L-27 m Cr�vP N B5'25'1S'E -464.39'- 4.51 --/�j1 1\y \ NJ7 w 'J7 m \ 87 N.E. 33RD PL. so.00 36.90 °' V y'\R(.1,t• Jo \ 13 06 S.F. R 50.36 1 I I 1 1 A-6536'S9 \ p 9 �C�Ji -J / IN CONCFND 1'RNO CON AP - - _- - I 1 85 'g ZQ \ �D ) 4. 47Jep:- - `/ N 0.27 E o.09 63 J$1 5 ox S.F.�j 52J6 S.F. �( 66 \ p [. FND 3/4"IRON_ c 4 1 3 1 2109 I I 9834 S.F. \ C �R-)g`• PIPE NO CAP PE I 1 I I IL: 211$ \ `y c. N 0.05'W 1.64' "' --� \ ="J 6p>ai3• • a.B •• N8B31'13'W 51.34 50.25 771.52 05 ,Rr LEGEND N88'51'13'W 400.00' -St.91ST ST.(BLANCHE AVE.) O EXISTING MONUMENT AS NOTED 364 VACATED BY RESOLUTION NO. 367 REFER TO LOT LINE ADJUSTMENT EAST ® SET CONC.MON/CASE REC.N0. 4r J. ,'t� R.O.S.VOL L23,364OT 22811 PER PLAT& w &BRASS CAP WITH PUNCH MARK t•li•E},!".??,0.' LS NO.30450 ) '2\•,;•Fiy t, 9 ' SET 1/2'x 24•REBAR VATH PLASTIC CAP LS F,�` }•0� °40 c GROUP FOUR Inc. NO.30450 NOTE:NO FENCES OR ENCROACHMENTS FOUND F• FOUR,Inc. 0 LINE STAKE AS NOTED EXCEPT AS NOTED HEREON. .hj;-• �;{•/ 16030 JUANITA-W00DINVILLE WAY NE 19 • EXISTNC REBAR AS NOTED I�r�.' .45 �p BOTTIELL,WASHINGTON 98011 'J•A+rolaTiy$ �& (425)775-4581 • (2061302-4244 • FAX(206)382-3819 3308 LOT ADDRESS !p 9 SMININc INGUMERWG MANWMG •OUGM1NT ID AAL';AO 61J"1''2 '00° , DATE, 5-19-98 JOB NO: 97-8008 SHEET: 5 OF 5 LUA-98- -FP Vdu-a 'age STAFFORD CREST DIV. 1 LND-10-0333 SE1/4, SEC. 32, TWP. 24 N., R. 5 E., W.M. CITY OF RENTON Ne,t"se a Z'67r:a KING COUNTY, WASHINGTON s, PV L-tto•°° \ c °° -t613'23' 6.446.52 SCALE: 1"=40' MON.w/X 44'BCON C. cAP W/PUNCH,DN.0.4'0.01' \ 40 40 80 NE'LY OF INTO. \ 7-22-97 Z FNC.4'X 6'MON.W/3. 4'0. BRASS CASK&PUNCH Ft.BASS OF BEARINGS:K.C.A.S.AND RECORD OF SURVEY IN CASE,7-22-97� VOL 97,PG.161 \ 4 FND.3 1/2"BRASS DISK WI WESTMONI SHORT PLAT PUNCH ON CONC.MON.IN W VOL. 120, PGS. 108-108A �{,Y. CASE,9N 15' 29 28 1 �' ,�, (CITY OF 7 RENTON SURVEY I 9 W I I CONTROL NETWORK PT.NO.169})� 321 33 Z 5'LANDSCAPE EASEMENT I \ NOTE: Z GRANTED TO THE RIGHT OF WAY VARIES O \STAFFORD CREST HOMEOWNERS I 2 I \ \ WHI TEHA WK ?- SEE PLAT AND R.O.S. 8 ASSOC.(ENCUMBERS LOTS 7 V.97,PG.161 � V THROUGH 9) VOL. 174, PGS. 9 17 - -- - \ - i - _ 12'LANDSCAPE EASEMENT \\.\\ \ I. mow¢ 1/87H CORNER GRANTED TO THE STAFFORD \ \ END REBAR W/CAP w r,•S� N.E. 36TH ST. (FOREST AVE.) -CREST HOMEOWNERS ASSOC. /r LS,5524 r, N8831'14'W 213.72 WESTMONT SHORT PLAT (ENCUMBERS LOTS 1 THROUGH 6) \ \ / 7-22-97 $ Z!"� 31 32 88'511' 192.51' 3620.82 94.47' -�� T-- NB831'14'W _� \ �1310.22' A L.' FND.4"X 4'CONC.MON. alb, i q•l 188.80 ,.-- CAP. w/,.s'BRASS 4' a. 1e 1 `` Go• n-D•44'22-t. R CAP,NO PUNCH R 267.95 Jly7'l••N. -.Stb R a329'z1 L-9.25 ► 2 33 12-16-97 N69'02'S7'W I/ 220.38' 8 I 1j'le' L-45.45 ` 1 �� N88'51'14'W 198.88' �` / FND7REBAR W/CAP V O•B 9•B• a J6.83•_L �e8.g ,�, -� 141.22 �•w f LS/19582 ,'7j��•? I- (-jg' ;OI•�� 10'PRIVATE DRAINAGE R-2S• �,,• 7 ENC.3/8'BROKE PLUG 8 a1.,,, ' / 47 R EASEMENT(ENCUMBERS 4'' PITCH ON CONC WON.IN 2 N 0.20'W O.OJ• •O. N i p�C. 1 P-� - I LOTS 1 THRUGH 8)^ C-64'J4'49' $.4 \ CASE,DN.1.4' O o •3 7-22-97TRACT A - I 1*-4, 1 I to �� �(- � 0 L-zaY �1 p+\ 7-22-97 ti TO I I $I'' I 212J' - 55.85 • Q PER R.O.S.VOL PG.161 CO COMMON OPEN SPACE/ Y.._�5' . I L-t6. 11 i•-- J -98 ,T 6 P♦ \(CITY OF RENTOI suRVEY 2 - I I I D•o7'24'°5' r- P E�I R 2 (5 STORMWATER DETENTION P I P' --,.12 CONTRG N K PT.No • O 2_ FACILITIES 2. ?g `.2 I 9 •7$ 'I I --r F y�� &e 18Js) Q - 10,801 S.F. $ I 8,876 S.F. 8 r7 I I I P 7 L-14.09 ` „oil C,04 4'• 3 O 1 2004 6 409 S.F. b }°`- ", S a321Y24'/ '\ ` Y. • . Q w DRAINAGE&LANDSCAPE ESMT. V 1 I I 7 1 6 I / / ,, BL-5 $\• \ kl 'E GRANTED TO THE STAFFORD 1 I tji 2010 a 4,861 S.F. to / `,SCb iO•$.`L .- \ Y R. CREST HOMEOWNERS ASSOC. �• I 22• I �,41 I I I Me g 20224 S.F.SF W cz, y�'t}i ; 1 y I I I I€ IJ. J 5 /^��t'\\ J• Yr _ p• \PIr ,9. . 3S.00 . � >628 \ \‘C Pe '. 1303 �43• \-O . v ry 4 • aa' 59C\ C3 : 12s. \ . N.E. 35TH Pa bz"r � / / 7.742 S.F. \ � •1• \: - - 160.033520 �'f•CY 1.--. 8 N8T491TW CS RC 'IC 4 g N9T49',r- - --®- 4 './' J/ // S `?. >>(5 14.1 �� 74.00 aC.._4). ,,.'4.0,..�• 36.00 50.00 DJ' I a� 4\\ y'' // 3 \\•`Q' ,SA�'Q 'ia��. 70 d 1 �T 4647 I •fdfi3 -----i I-----i ---4-"s i•30• •• \a.4, 4/ a'0 Mi\ " 4,917 S.F. \ $,,r < \ 8 I I 2z zz' I I I I P. < ° ( \ �� ``..`\$'q i RI 18 1 8.515 S.F. 1 1 8 I I I I , /� \tea?),(l • �\ \ •ioN �,� ik R 9 :. r *i I 3515 I $ I p 1 W 11 I/ / \\,,�°?7. \ �y��'}\\ / +�tiF el \ , 'q) s�, r yig . `--N6T49'17'w--LI 10 0 8 11 0 8 12 �\ \ 4r. /teat °A \ \) ' rnaed -,OJ.00--_ lAj I 8 6.710 S.F. �i 8 5,300 S.F. g I ry J , \ ' '#P-� r- n Z F 2005 OR g � 2011 i I 6,536 S.F a / C� R% \ I 3510 2017 y 13 / /��. s 365 ;o\ 2 i a tl 1 I I I I I I I =^ 1 5.e23 S.F. a/ / \ °�'8 'Y \ 6,001 S.F. �i Ana ' 8 1 35 I I 8 V L J L J 4 i i I 3521 3' / \\\g„ SDU'\\\ 35°° °+ `'i ,\/, s°16 KOgB 8 I e S.F. I 1 $ es.00 NBr 150r°w p�JTJ-� L ,��i,° 14 \\\ e� \J/ +�cP \\ \` .•iSA I I 1 • 73.00 • , 817'8. / 6,949 S.F. \ r /' 14 E \ 42.00 1 T\ / 3515 \\ 1?\ H4,0 63 yV� ��i L-NBT49'1rW--IJ N8T49'1YW 21, m. �\ 1 26 �� il6 rc • p JI.S} C / 1'. • `i.. • \\ 8,663 S.F. 1..=0.06 11 • 1- -7 I N7 1?Be \ LOT ADDRESS // ^ s,P• \\ 3502 G- 1 I/ry\ I 36 I 1 8 I I r--- r J7J17•W 'k+,� \ (Tw.) �.- //\ \ 4 ,iri $ \ 4E 8J_5.,e65sv. _ I _ _ W • FND 2'xz. 35Eo5 Ir8 I �e,es3.F. o n /�eulOUNc� 2$s � ��b' \\\ `b ,� \ d/,r ,- STAKE 0.02 E. 1 8 i 2002 OR 0 32 L. / SEIBAC )� '7J \ ( 15 \\ •9� `� ?� ,, I 'Al 1 3004 5,671 S.F. ;If I/ 'VBJ'4t 1) \ �•- ,T. • N87'461TW--L • L-29.21 = 200e i 71• I. \ 4,904 S.F. / ��V R- q,• r--10J.0--- •C.1\n-°a14'q_'J I N 31 I /����A ,sy \\ 3507 °,E- rOt^ �pz9,y� +y/ 's. 5 I 11 A 3.56 J /I 0,296 S.F. // \ Y. to.°gip �iL \ Ni'yC}) dam+7�S.C. y b 8 I 37 I I 8 I 4.. �'•• (.------....---/ / I 20,0 4, \ 4. ors? -c(ck r 9 g 1 6.180 S.F. I I «/J .., r�\ ? \\ • 16 -r y ..j53433 II eF "6T49_1rW N� - c:•.aj/ ,,/ I30 > ` yy • . L--N8T49'17'W--LI 1 54.56'�� - \ 7�'t')'4. <\\ I3429 S.F.�h/ ` 5 O` Yf.\ �I74 r--_10a00_- 51 (a IS$ • \\\I �� 4� 38 il _, �y� - S 1 �50 S.F. 1 I 8 9• I '17' SSA 29 LANDSCAPE!ENTRY MONUMENT ..I1 EASEMENT GRANTED TO THE J I 1 '1/ \ STAFFORD CREST HOMEOWNERS ASSOC • L-N6T49'17'W--U 73 10J.ao 72 TRACT I 4^ VAC DA N.E.(CAPRESOLUTION HILL AVE.) "� VACATED PER RESOLUTION NO. 39 22 22' COMMON .%_OPEN SPACE/ I SEE SHEET 4 OF 5 PARK LEGEND Z ' EXISTING MONUMENT AS NOTED , NOTE: NO FENCES OR ENCROACHMENTS FOUND EXCEPT AS 2 �a L R r'�"' NOTED HEREON. ES SET CONC.MON/CASE IZ�•�'/.� �G < &BRASS CAP VAIN PUNCH MARK ' B;A / 2. LS NO.30450 ;1, -s" (31GROUP FOUR,Inc. 3 0 SET 1/2"x 24'REBAR'MTH PLASTIC CAP LS ,°•• /I l//,0 16030 JUANITA-WOODINVILLE WAY NE \ NO.30450 - 0 LINE STAKE AS NOTED 'L/', `s• !•, BOT7TEII..IIASRWGTON 98611 • EXISTING REBAR AS NOTED '' /oN j" •9. • (425)775-1681 •W(206)962-42N • FAR(20e)96 9 (5 SURMING 3427 LOT ADDRESS 4 EEI4IRES''AN-12'20°0 JO DATE: 7-20-98 JOB NO: 97-8008 SHEET: 3 OF 5 Volume, age STAFFORD CREST DIV. 1 LUA-98- -FP SE1/4, SEC. 32, TWP. 24 N., R. 5 E., W.M. LND-10-0333 CITY OF RENTON KING COUNTY, WASHINGTON SEE SHEET 3 OF 5 • I 33 I 32 N I 37 -8 .. I31 g N.E. 34TH PL. •N87.49_1TW 1 ��,-�- I I I 3 SCALE: 1"=40' S8 ` \189 • 30 I 4I0l0 40 80 Q!�j;ryxQ a2.56 a1iTy�?��\I I L/ BASIS OF BEARINGS:K.C.A.S.AND RECORD I SURVEY 38 • /I `\1 4, \ 29 VOL.97,PG.181 N8r49'1YW I I I 54 I S B07 112TH AVE.N.E.(CAPITOL HILL AVE.) 73 \\1:1, 8 I- j 72 n 1 i 2005 S.F.3420 �I 2 �W?b.� VACATED PER RESOLUTION NO. S I l 39 I I 8 -N8r49'1rW---I I , PRIVATE DRAINAGE&LANDSCAPE I 1 2 • TRACT B �• • EASEMENT GRANTED TO THE I 5,665 S.F. Fl--g9.66--- {P\ STAFFORD CREST HOMEOWNERS L- I I 3419 4J 1 I I , COMMON OPEN'{. Kra 4' ASSOC. Ner49.1rw--� 2 g l l 53 I S-SPACE/PARK IS 26 FND 2•X2•UNE- 103.00-_- 4,903 S.F. STAKE w 0.05' r-- H I- n I I 5,222 S.F. I '�N 1-6.26 Q I I I In-o'44.21' • y • o p 1p 118 i 40 11 8 } U-N87-49'1TW---J 8.30 73.74 6180 SF. I i $ \\ I �� 27~ (j 6.18 WWww 1 f--97.00----, r-N8 0- \-\ Z n LOT ADDRESS DRESS I 11 F- I I I I \\74(4 \ Z p L_ Z 8 1 1 52 I 8 I I 55 \ i�� in -. - N87•49'1rW--L O $ I 1 4,925 S.F. I r $ 1 5,874 S.F. \ YA. Z O r--to3.oa---r1 ' 2 I I 3408 I E 113401 i\�` \ W 0 p 8 I 41 II I L -N87'49'17•14--J \�I Y I 5,150 SF. I I 8 100.00'--- 9' L I-N85'25'13•E-- \ N v LU 8 I 3403 I I . s r-_ 1 I--107.11-- -\1 ( 26 Cr‘,.., I I \ n I \\ g�; I W LI L-N87.49'17•W--LI 8-J_I_ _51- I :n III \\ o 365 n Z Ll •`� r--103.00 _-- • o - -t-y� 56 \\y. N\8kfl Z Q p / 1 I� 22' 1 22. I I 6.429 Si. I IS • 1 \\r..� N (T1 Z Z Z FND 2•x2•UNE 1 I I 8 u--3402 1 1 III 15 S.F.SF. \\ •�, __ W STAKE 0.08 w. 8 1 42 I N8r49.17•W---J 11 I \ Z I W I I I`--N85-25'13•E---\-\ LP Ct J ,c 1 3319 SF. - 11---114 _ 25 O Q I 33/9 I/ • I I 1 -T1 iPki'' S I I 50 I Z BUILDING SETBACK \\i s LP W v�VP I . 1 I \ UNES(TYP)�_I,yN I 74.00 .09, ��M16 7 12, 11 33 S.F.sF \\ �.q1 ' CI 1� • g c L''-73.00------52.10' �! I1 7,0635.E \I II 0.• ,,� N8749'17•W 1 i N87.49.1rw • N85'25'13•E N I \ 3309I -'1 8 -125.00' - N L-- _ LJ N85�+•'13•E - eq I r 7 r-- --�, ___112.49----1-1 • 24 y/T 74.00 �t4r� 49 I 59 W 1 I c-oii49 20•1 1 a 27 22' joyyy - bJ3r I on 1 Irk 11 t 1 )`$- 7,136 S.F. $ 5,472 S.F. 8 8 I I I • 2 • 47• 2002 OR 3312 0 2006 nn y3a ,^ I I) I I n I 8.135 S.F. I I . Ny �d� 43 I I I I I 2012 OR 3305 I 3ntlH[� i 7,107 S.F. I I I I L-----7 F. L---IIr Ale • k ,,,,gx. I 3315 I I " I •�4 --J L.----- 1 -----. P� f g. 6,,.. w L-N8749•trW--Li 94�. ,, 40.67 T______4° --181Lj j�c .i€ r---103.00_--n 1 �� 1 - --464.39' ^t 7�vi�'}' I I I I - 1313•E 'J 8 I 5.885 S.F. 1 1 I 11 7Jr N.E. 33RD P�. 5p.35 0 54.74 1 5s.00 - I I d° • 64.66 7.35 I r--=--] -----� 74 • .--N8r49'17•W---H-' N ♦ --1, c----I� L - I e . F. T I 1 1 1 I d ( I I II w " 62 s N 63 s$ 64 I 45 1 1 8 S 1 it j I g g II 61 ? me S.F. I Ji 2925 sF. S 4 h I 5,775 S.F. I I 8 22' 22' I 6133 S.F. I 6675 SF. 2 l I 1 I I 3307 ,� 2001 OR 3306 I 2013 1 L J L r_---- L-N89'00'38•W---'j I'3'. J-489'00'39•w-J 1 80 )& 7.19 I J t03.02--- u '� I 6826 SF.I� j-- (-I r--90.02--, 5 2007 I2 I r�c 60.01 o 59.69 N8631'13•w 400.00' I I b I 46 1 I 47 I I I I W S.E.- 91ST ST.(BLANCHE AVE.) 5 I I o c I I S II - S VACATED PER RESOLUTION NO. g i 618 S.F. I S I 8 1 5401 S.F. I g I 1 1r RREFER NO. LOT UNE ADJUSTMENT o I �00 I L----"II L---� -- - - L--103.02----I 22.00 122.00 U--90.03 -J 30.01 I 0 43.60 / 364 1 N69130'38W 330.66' _.",/ C.D. HILLMAN'S LAKE WASHINGTON FND REBAR W/CAP S.UNE TRACT 75-- .22'W 003' 76 HELD EAST UNE NW1/4, N 0 GARDEN OF EDEN ADDITION TO LEGEND N . DISTANCESROT FROM NORTH SEATTLE NO. 6 O EXISTING MONUMENT AS NOTED ® SET CONC.MON/CASE 1y1 ,0.IC•RO VOL. 11, PG. 84 k BRASS CAP WITH PUNCH MARK }•c4'40j G.0 L5 NO.30450 ` ,1:r� °.•./ GROUP FOUR,Inc. _l 0 SET 1/2•x 24•REBAR WITH PLASTIC CAP LSO1•/ :rc 3 NO.30450 NOTE: NO FENCES OR ENCROACHMENTS FOUND _' / J8090 80W50JJUANITA-MOODINVILLE MAY NE 0 UNE STAKE AS NOTED EXCEPT AS NOTED HEREON. / �'• ..5. 'i-/' B362-4,9ASAlNGTON 98011 'Py+p Ci Dt}t)tQ (425)775-4581 • (200382-4244 • PA2(z06)38z-3819 • EXISTING REBAR AS NOTED �0N4L LAN. SNOW c •Kcwo•No ruxxNc tuKAcmrr Op 3308 LOT ADDRESS FxmRFs:y+n.�z,z000 ki!........�..,,,'„,..,,.,,7:17 DATE: 5-19-98 JOB NO: 97-8008 SHEET: 4 OF 5 Volume/I ge STAFFORD CREST DIV. 1 LUA-98- -FP LND-10-03 NE1/4 & NW1/4SE1/4, SEC. 32, TWP. 24 N., R. 5 E., W.M. CITY OF RENTON FND.3 1/2•BRASS DISC W/ KING COUNTY, WASHINGTON CANSEHDNN CONC.MON. IN 7-22-97 (CITY OF RENTON SURVEY CONTROL NETWORK PT.NO.1893) 29Coca N86'46'56'W 2613.49' 29 ?s EASEMENT PROVISIONS CALL.POSITION PER /32 I 32 33 KCAS&R.O.S.VOL/ AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND POWER 97,PG.161 AND LIGHT COMPANY, U.S. WEST COMAUNICATIONS, WASHINGTON NATURAL GAS, L 1. CABLE TV, CITY OF RENTON. AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, O1 8. UNDER AND UPON THE EXTERIOR 10 FEET' PARALLEL WITH AND ADJOINING ,'OG THE STREET FRONTAGE OF ALL LOTS, TRACTS AND PARCELS IN WHICH TO INSTALL, F r LAY CONSTRUCT, RENEW OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLES, PIPE, AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE I ¢ PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, n TELEPHONE, AND UTILITY SERVICE TOGETHER WITH THE RIGHT TO ENTER UPON . STHE TATED LOTS, TRACTS AND PARCELS AT ALL TIMES FOR THE PURPOSES HEREIN g i a SITE ALL LOTS SHALL BE SUBJECT TO AN EASEMENT 2.5 FEET IN WIDTH, PARALLEL WITH ❑❑IlIl 5248.57 FND.3/8'BRONZE FL+ AND ADJACENT TO ALL INTERIOR LOT LINES AND 5 FEET IN WIDTH, PARALLEL WITH J1 2628.I3 1310.22 _ tJ10.22' l�k PUNCH ON CONC.N�II AND ADJACENT TO ALL REAR LOT LINES FOR THE PURPOSE OF PRIVATE DRAINAGE. IN N86'S1'14W N88'51'14"W 2620.44' 32 33 IN CASE,DN.1.4' • 97 THE EVENT THE LOT LINES ARE ADJUSTED AFTER THE RECORDING OF THIS PLAT, THEP 22 R.O.S.CALL.VO PER PER O. NVOL.O 97,PS 161 EASEMENTS SHALL MOVE WITH THE ADJUSTED LOT LINES. MAINTENANCE OF ALL R.O.S.VOL.97.PG.161 iV (CITY OF RENTON SURD PRIVATE DRAINAGE EASEMENTS ON THIS PLAT SHALL BE THE RESPONSIBILITY OF ALL n CONTROL NETWORK PT. ', LOTS DERIVING BENEFIT FROM SAID EASEMENT. NO STRUCTURE OTHER THAN FENCES NO.1B35) SHALL BE CONSTRUCTED WITHIN THESE EASEMENTS. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT OR FOR $- N89S319'W TELEPHONE USE, CATV, FIRE OR POLICE SIGNALS, OR FOR OTHER PURPOSES, SHALL aii n316.66' 1316.66' BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT OUTSIDE THE BUILDINGS i'" ,W, THEREON UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO THE BUILDING. S N :$ CALC.POSITION PER n Z CALL.POSITION PER KCAS k R.O.S.VOL tw n - KCAS&R.O.S.VOL. 97,PG.1131 I i 97.PG.161 ACCESS EASEMENT \\C{7=_ 132310' I 1323A1' 32 33 WITNESSETH THAT SAID GRANTOR'S), FOR VALUABLE CONSIDERATION, RECEIPT OF 5 N897516'W 2846.21' S a WHICH IS HEREBY ACKNOWLEDGED, HEREBY GRANTS AND CONVEYS AN ACCESS EASEMENT OVER. ACROSS, AND UPON THE PRIVATE DRAINAGE EASEMENTS SHOWN ON THE FACE OF THIS PLAT, PER AN ENGINEERING PLAN APPROVED BY THE CITY OF RENTON, A MUNICIPALITY CORPORATION OF KING COUNTY, FOR THE PROJECT KNOWN AS STAFFORD SEC. 32. T. 24 N.. R. 6 E.. W.M. CREST DIV. I FOR THE CITY OF RENTON AS GRANTEE, TO ENTER UPON SAID EASEMENTS NOT TO SCALE FOR THE PURPOSE OF OBSERVING AND INSPECTING THE FACILITIES TO ASSURE THAT THE OWNER'S', THEIR SUCCESSORS AND ASSIGNS. ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES PURSUANT TO THE ABOVE REFERENCED PLAN AND CONTAINED WITHIN SAID EASEMENT AREA'S). THE CONVENANTS HEREIN CONTAINED SHALL RUN WITH THE LAND AND ARE BINDING UPON THE GRANTOR'S', ITS HEIRS, AND ALL SUBSEQUENT OWNER'S) THEREOF, FOREVER. BASIS OF BEARINGS K.C.A.S.AND RECORD OF SURVEY VOL 97,PG.161 INSTRUMENT DATA: TOPCON 0T5 TOTAL STATION(6'DIRECT READING THEODOLITE PRIVATE DRAINAGE EASEMENT N41H E.D.M.) 1 THE DRAINAGE FACILITIES LOCATED WITHIN THE PRIVATE EASEMENTS SHOWN ON THE PREOSION OF CONTROL TRAVERSE IS AT HIGHER LEVEL THAN MINIMUM STANDARDS REWIRED BY WAC 332-130-090. PLAT SHALL BE OWNED. OPERATED, AND MAINTAINED BY THE HOMEOWNER'S • ASSOCIATION CREATED FOR THIS PLAT. THE HOMEOWNER'S ASSOCIATION SHALL BE ESTABLISHED IN ACCORDANCE WITH WASHINGTON STATE LAW. THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER SAID EASEMENTS TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITY IN THE EVENT THE OWNER'S) IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNER'S COST. N.A (±8Tr-, 6 5 RESTRICTIONS NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD ,1�s$*1 a OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF 34 2,j\N 10 Irfri THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN �J WHICH IT IS LOCATED. 35 36 44 am NO 37 CERTIFICATION ,....38 , �#111to, 7s ! KNOW BY ALL PEOPLE BY THESE PRESENT THAT WE, THE UNDERSIGNED OWNERS IN FEE © , 73 SIMPLE OF THE LAND HEREBY CERTIFY THAT WE HAVE ESTABLISHED A HOMEOWNER'S 39 ASSOCIATION IN ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH ©�% 1 72 LOT OF THIS PLAT AS A MEMBER OF SAID HOMEOWNER'S ASSOCIATION RECORDED UNDER 40 RECORDING NO. ♦ ?D 71 41 < 70 42 MEW 25 `� 21 ! DECLARATION OF COVENANT lL1�"S 5o ®j 4ek e9 THE OWNER OF THE LAND EMBRACED WITHIN THIS PLAT. IN RETURN FOR THE BENEFITS �� 49 111011 I 24sok 66 TO ACCRUE FROM THIS SUBDIVISION. BY SIGNING HEREON COVENANTS AND AGREES TO 43 CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS PLAT TO • 87 ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY FURTHER SUBDIVISIONS 44 THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS PLAT. 45 46 61 62 63 64 63 N 60 J- 46 47 I LANDSCAPE EASEMENT PROVISIONS • AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE STAFFORD CREST HOMEOWNER'S ASSOCIATION AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER SHEET INDEX AND UPON TRACTS A AND B FOR THE PURPOSE OF DRAINAGE AND LANDSCAPING, Ey K R • AND UNDER AND UPON LOTS I THROUGH 9, 73 AND 74, AS SHOWN HEREON, FOR THE �. O NOT TO SCALE Gt 4s'' G PURPOSE OF LANDSCAPING, TOGETHER WITH ALL MAINTENANCE OBLIGATIONS. �.4+6 o 41 GROUP FOUR,Inc. 3 ,*. ' 4•' 16030 JI/ANITA-WOODINVILLE WAY NE 15 S. .O BOTRELL,BASBINGTON 98011 dS•4..918,10• (208)775-4581 • (200)302-4244 • FAX(208)382-3819 0 ,0 ON AI,LAWO WRITM c MMMU K9 MAIMING M WAGUMfr 0 EIOIRES-IA 12, 2000 "••^ •••- ^"° DATE: 7-20-98 JOB NO: 97-8008 SHEET: 2 OF-5 wl VaIume/PaE111 STAFFORD CREST DIV. 1 LUA-98- -FP LND-10-03 NE1/4 & NW1/4, SE1/4, SEC. 32, TWP. 24 N., R. 5 E., W.M. CITY OF RENTON KING COUNTY, WASHINGTON LEGAL DESCRIPTION DEDICATION TRACTSKNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS IN F 71, 72, AND 75, C. D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. I, ACCORDING TO THE PLAT THEREOF, RECORDED IN SIMPLE OF THE LAND HEREBY PLATTED, HEREBY DECLARE THIS PLAT AND DEDICATE THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES SHOWN THEREON AND VOLUME II OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THERE 220 FEET OF SAID TRACTS 71, 72, AND 75. FOR PUBLIC HIGHWAY PURPOSES; ALSO THE RIGHT TO MAKE ALL NECESSARY SLO FOR CUTS AND FILLS UPON THE LOTS AND BLOCKS SHOWN ON THIS PLAT IN T TOGETHER WITH VACATED VACATED 112TH AVENUE SE (CAPITOL HILL AVENUE), ORIGINAL REASONABLE GRADING OF THE STREETS AND AVENUES SHOWN HEREON. ACCORDING TO THE CITY OF RENTON ORDINANCE NO. TRACT A, COMMON OPEN SPACE/STORMWATER DETENTION FACILITIES, AND TRACT B. LOT 365, C. D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE COMMON OPENS SPACE/PARK, ARE HEREBY GRANTED AND CONVEYED TOGETHER WITH ALA DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME II OF MAINTENANCE OBLIGATIONS TO THE STAFFORD CREST HOMEOWNERS ASSOCIATION UPON PLATS, PAGE 84, RECORDS OF KING COUNTY, WASHINGTON. THE RECORDING OF THIS PLAT TOGETHER WITH AN EMERGENCY MAINTENANCE EASEME EXCEPT THAT PORTION THEREOF LYING NORTHEASTERLY OF THE SOUTHWESTERLY MARGIN ACROSS TRACT A GRANTED AND CONVEYED TO THE CITY OF RENTON. THESE TRACTS OF 112TH PLACE S.E. SHALL REMAIN AN APPERTENANCE TO AND INSEPARABLE FROM SAID HOMEOWNERS ASSOCIATION. TOGETHER WITH THAT PORTION OF VACATED S.E. 91ST STREET (BLANCHE AVENUE) IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. ACCORDING TO CITY OF RENTON ORDINANCE NO. SSHI LLC, A DELAWARE LIMITED LIABILITY COMPANY AND TOGETHER WITH THE NORTH 30.00 FEET (VACATED S.E. 91ST STREET) OF THE FOLLOWING DESCRIBED PARCEL: THE NORTH 300 FEET OF TRACT 364 OF C. D. HILLMAN'S LAKE WASHINGTON GARDEN BY: TITLE: OF EDEN ADDITION TO SEATTLE DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME II OF PLATS, PAGE 84, RECORDS OF KING COUNTY, PRINTED NAME WASHINGTON. TOGETHER WITH THAT PORTION OF VACATED S.E. 9IST STREET (BLANCHE AVENUE) ACCORDING TO CITY OF RENTON ORDINANCE NO. U.S. BANK NATIONAL ASSOCIATION BY: TITLE: 4 APPROVALS PRINTED NAME: CITY OF RENTON PLANNINGBUILDING/PUBUC WORKS ACKNOWLEDGMENTS EXAMINED AND APPROVED THIS DAY OF , 19 . STATE OF ADMINISTRATOR ISSCOUNTY OF I CITY OF RENTON DEPARTMENT OF FINANCE I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT EXAMINED AND APPROVED THIS DAY OF 19_. IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERS ACKNOWLEDGED THAT SIGNED THIS INSTRUMENT, ON OATH STATED TH -.WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS T DIRECTOR OF FINANCE --. OF SSHI LLC, A DELAWARE LIMITED LIABILI COMPANY. TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES A CITY RENTON PURPOSES MENTIONED IN THE INSTRUMENT. OFEXAMINED AND APPROVED THIS DAY OF , 19_. DATED: ATTEST: NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON MAYOR, CITY OF RENTON CITY CLERK NOTARY NAME TO BE PRINTED RESIDING AT: KING COUNTY DEPARTMENT OF PUGUC HEALTH MY APPOINTMENT EXPIRES: KING COUNTY HEALTH DIRECTOR STATE OF ISS COUNTY OF I KING COUNTY DEPARTMENT OF ASSESSMENTS I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT EXAMINED AND APPROVED THIS DAY OF 1g— IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERS ACKNOWLEDGED THAT SIGNED THIS INSTRUMENT. ON OATH STATED TH WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS T OF U.S. BANK NATIONAL ASSOCIATION, TO BE KING COUNTY ASSESSOR DEPUTY, KING COUNTY ASSESSOR THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. ACCOUNT NO.: DATED: NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON FINANCE DIVISION CERTIFICATE NOTARY NAME TO BE PRINTED I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID. THAT THERE ARE NO RESIDING AT: DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND MY APPOINTMENT EXPIRES:THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL. THIS DAY OF 19 FINANCE DIVISION AQUIFER PROTECTION NOTICE MANAGER, KING COUNTY FINANCE DEPUTY THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION DIVISION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCI NO. 4367. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD Be EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNER'S RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. RECORDING CERTIFICATE e 3 LAND SURVEYOR'S CERTIFICATE Indexing Data: 1 \VAOc•.RO I HEREBY CODIFY THAT 1MS PLAT OF NE1/4 k NW1/4,SE1/4 SEC.32,T.24 N.,R.5 E.,W.M. FLED FOR RECORD AT THE REQUEST OF 1/E CITY OF RENTON •'o�'AHo G,q STAFFORD CREST DIV.1 IS BASED M THIS—DAY OF ,19 ,AT MINUTES c• I UPON ACTUAL SUNEY AND SUBDIVISION OF SECTION 31,1ILP. 24 K, V` GROUP FOUR Inc. PAST AND RECORDED 9N VOUII/E OF Pu75,PAGES 7 ,4 -,/ Rx.5 16030 JUANITA-W0ODINVILLE WAY NE RFDODS Of)CIO COUNTY.RASII4G1CN. E,W.Y..THAT 711E COURSES AND DISTANCES ARE WORN BOTHELL.WASUINCTON 96011 e CORREC'LY 1HEREOIk 1NAT 71E MONUMENTS MILL BE SET AND THE LOT AND BLOC(CORNERS STAKED COREC1LY ON 1/E GROl1TD AND THAT I (206)775-4581 • (206)362-4244 • PAX(206)362-3819 DIN57O1 OF RECORDS AND ELECTKRIS 4Zy;,Ay16TeC•;�¢ HAVE, �MORROWS OF ME PLATTING REGULATIONS SURVEYING ENGINEERING PLANNING MANAGEMENT a OA'AL 11 _ 30450 MANAGER S WOIN4T 1001T OF IECORDS EXPIRES:JAN 12, 2000 DANEL ICE ROP CERT.NO, // DATE Date:7-20-98 Job Na:97-8008 Sheet Na:1 OF 5 .•• _• , _. . ,,. ,r iim. , s • L A• • IM 'G ! f 3 , 4 3 4 F. 4 1 4 , ' /1 —6 s 6 I o� m Y iiio •t 5 IN' . ie C. 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NEIGHBORHOOD DETAIL MAP i NOTE al uses not specifically identified are single family residences ) •rI Filed at Request of: 0000331000048 PAGE OF RENTON OF COV 13.00 03/31/2000 09:04 KING COUNTY, WA OFFICE OF THE CITY CLERK Renton Municipal Bldg. 1055 South Grady Way Renton, WA 98055 DOCUMENT TITLE Amendment to the Declaration of Protective Covenants, Restrictions, Easements and Reservations of the Plat of Stafford Crest Division 1 and Any Subsequent Divisions REFERENCE NO. OF None c DOCUMENTS ASSIGNED/ RELEASED 0 c GRANTOR SSHI, L.L.C. GRANTEE Plat of Stafford Crest Division I The Public LEGAL DESCRIPTION Portions of Lots 70 to 75, C.D. Hillman's Lake Washington Garden of Eden Addition to Seattle Division No. 1, records of King County , Washington. o ASSESSOR'S PARCEL NO. Assessor Parcel No. not yet assigned AMENDMENT TO THE DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS OF THE PLAT OF STAFFORD CREST DIVISION 1 AND ANY SUBSEQUENT DIVISIONS WHEREAS, SSHI, LLC, a Delaware limited liability company, Declarant herein, has elected to amend the Declaration of Protective Covenants, Restrictions, Easements and Reservations of the Plat of Stafford Crest Division 1 and Any Subsequent Divisions, recorded under King County Recorder's No. 9903081897, as amended by the Amendment to the Page 1 of 6 C:\WINDOWS\TEMP\KLS2741.doc 03/09/00 Declaration of Protective Covenants, Restrictions, Easements and Reservations of the Plat of Stafford Crest Division 1 and Any Subsequent Divisions, recorded under King County Recorder's No. 19990715001979 (the "Declaration"); WHEREAS, Declarant has recorded a plat map of the Stafford Crest Division 1 under King County Recorder's No. 9903081874 (the "Stafford Crest Division 1 Map") WHEREAS, Declarant has recorded a plat map of the Stafford Crest Division 2 under King County Recorder's No. cz000c 33 i c c v c 5/? (the "Stafford Crest Division 2 Map"); co WHEREAS, Article III of the Declaration provides that Declarant may subject Q o additional properties to the Declaration; WHEREAS, Declarant wishes to subject all of the real property described on the m Cr) Stafford Crest Division 2 Map to the Declaration; NOW, THEREFORE, Declarant hereby amends the Declaration as stated in this Amendment to the Declaration of Protective Covenants, Restrictions, Easements and Reservations of the Plat of Stafford Crest Division 1 and Any Subsequent Divisions (the "Amendment") as provided in Section III and XX of the Declaration, as follows: 1. The real property comprising Stafford Crest Div. 2, legally described on the Stafford Crest Division 2 Map, is hereby subjected to the Declaration as if originally included therein. 2. Exhibit A of the Declaration is hereby stricken in its entirety and a new Exhibit A, attached hereto, is inserted in its place. All of the property described on Exhibit A shall be known as Stafford Crest and shall be subject to the Declaration and all of its provisions. Page 2 of 6 c:\WINDOWS\TEMP\KLS2741.doc 03/09/00 tt- DATED this C1 day of JAcl22c k , 2000. DECLARANT: SSHI, LLC, a Delaware limited liability company B} ua:C.- s.- J. Matth w Farri , President STATE OF WASHINGTON ) �. ) ss. o COUNTY OF KING ) 0 o THIS IS TO CERTIFY that on this q day of YOWL , 2000, before me, a 0 Notary public in and for the State of Washington, duly commissioned and sworn, came J. M Matthew Farris, personally known or having presented satisfactory evidence to be the CD President of SSHI, LLC, a Delaware limited liability company, the limited liability company �; that executed the foregoing instrument, and acknowledged the said instrument to be the free N and voluntary act and deed of said limited liability company for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. ...„„s........„,,,,,N, 4,ruej2 ,..., 40,06a,c) �:•tip • co�•;9�li� Print Name: Y Z/eB /2f k,9/f �`:co a, 1 0 ,': �, Notary Public in and for the 13:o /i~ o' m; Stat f W hin ton, residing at III S3til ,.\ : < aZ3 2 kt _ Expiration Date: /o�� Page 4 of 6 C.\WINDOWS\TEMP\KLS2741.doc 03/09/00 3. All of the Lot Owners of Stafford Crest shall be Members of the LaCrosse Homeowners Association ("Association"), and shall be entitled to all benefits and subject to all obligations of the Members, including but not limited to, the right to vote in Association elections and the obligation to pay assessments as set forth in the Declaration. 4. Section 8.2 of the Declaration shall be stricken in its entirety, and a new Section 8.2 shall be substituted in its place, as follows: Q Except with regard to utility easements, the following restrictions apply to activities within the Common Areas: (a) o there shall be no removal of natural vegetation, specifically including trees, except in emergency or dangerous situations subject to the approval of King County; (b) there shall be no fires o permitted within the Common Areas; (c) there shall be no buildings or structures, whatsoever, placed or constructed within o the Common Areas except (i) as necessary for proper functioning of the storm drainage on or onto Tract A of Stafford Crest Division 1 and Tract A of Stafford Crest Division 2; (ii) the children's play equipment and/or sports facilities on Tract B of Stafford Crest Division 1; (iii) structures necessary for access over Tracts A and Tract B of Stafford Crest Division 1, and Tract A of Stafford Crest Division 2; (iv) entry monuments on Common Areas or easements; (d) the Common Areas may be used only by Members and their guests; and (e) the Common Areas shall not be used for dumping of grass, rocks, dirt and/or other materials. These restrictions are intended to protect the Common Areas for the mutual benefit of all Lot Owners. 5. Except as otherwise modified herein, the provisions of the Declaration shall remain in full force and effect. Page 3 of 6 C:\WINDOWS\TEMP\KLS2741.dac 03/09/00 EXHIBIT A LEGAL DESCRIPTION DIVISION 1 LO7 365, C. D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME II OF PLATS, PAGE 84, RECORDS OF KING COUNTY, WASHINGTON. EXCEPT THAT PORTION THEREOF LYING NORTHEASTERLY OF THE SOUTHWESTERLY MARGIN OF 112TH PLACE S.E. TOGETHER WITH THAT PORTION OF VACATED S.E. 9IST STREET (BLANCHE AVENUE) on ACCORDING TO CITY OF RENTON ORDINANCE NO. o AND TOGETHER WITH THE NORTH 30.00 FEET (VACATED S.E. 9IST STREET) OF THE cD FOLLOWING DESCRIBED PARCEL: ccD THE NORTH 300 FEET OF TRACT 364 OF C. D. HILLMAN'S LAKE WASHINGTON GARDEN cn OF EDEN ADDITION TO SEATTLE DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME II OF PLATS, PAGE 84, RECORDS OF KING COUNTY. crD WASHINGTON. TOGETHER WITH THAT PORTION OF VACATED S.E. 91ST STREET (BLANCHE AVENUE) ACCORDING TO CITY OF RENTON ORDINANCE NO. - 0 o TOGETHER WITH TRACTS 71 , 72 AND 75, C.D. HILLMAN'S LAKE WASHINGTON GARDEN cti OF EDEN ADDITION TO SEATTLE NO. 1 . ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME II OF PLATS. PAGE 63. IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 220 FEET OF SAID TRACTS 71 . 72 AND 75. DIVISION 2 PARCEL A THE EAST 200 FEET OF LOTS 73 AND 74, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. I , ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME ; t 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. I , ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME II 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' I8'02' WEST A DISTANCE OF 94.44 FEET To AN EXISTING PROPERTY CORNER AS 02 10' ON SAID 434 EAST ALONG SEY AID WESD THET L NEST LANE OF DISTANCED WEST OF I85?05 FEET20 ;TO THEE POINTOINT OF BEGINNING. Page 5 of 6 C:\WINDOWS\TEMP\KLS2741.doc 03/09/00 (SAID PARCELS A AND B. TAKEN AS A WHOLE, ARE ALSO KNOW AS LOT 1 , CITY OF RENTON LOT LINE ADJUSTMENT NO, LUA-96-068-LLA, RECORDED UNDER RECORDING NUMBER 9706109009. 1 o PARCEL C THE EAST 350 FEET TRACT 70 OF HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. I , ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON; 0 EXCEPT THE NORTH 185 FEET OF THE EAST 110 FEET THEREOF. PARCEL 0 c.) THE NORTH 185 FEET OF THE EAST 110 FEET OF LOT 70, HILLMAN'S LAKE WASHINGTON GARDEN of EDEN ADDITION TO SEATTLE NO. I . ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME II OF PLAT, PAGE 63, IN KING COUNTY, WASHINGTON_ TOGETHER WITH THE FOLLOWING DESCRIBED PARCEL: BEGINNING AT THE NORTHWEST CORNER OF THE WEST 220 FEET OF LOTS 71 , 72 AND 75, SAID SUBDIVISION; THENCE SOUTH 89"02'87' EAST ALONG THE NORTH LINE THEREOF, ITHE 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'I8'02" 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. Page 6 of 6 C:\WINDOWS\TEMP\KLS2741.doc 03/09/00 1 13- 14i PP- c- + j3 From: Debra Mikolaizik FP - - 1 117 To: ORG_CITY_COUNCIL; ORG_ECON_DEV_ALL; ORG_EXEC_ALL Date: Wed, Dec 15, 1999 2:26 pm Subject: Stafford Homes Address Change FYI: Stafford Homes office has relocated and has both a new address and phone number. Please update your records to reflect these changes. They asked me to share this info throughout City Hall and since I'm not sure who needs to know, I apologize if you receive this memo needlessly. Stafford Homes 12931 NE 126th PI Kirkland,WA 98034 Phone: 425-821-3400 Fax: 425-814-2638 Debra Mikolaizik 425-430-6580 EDNSP Administrative Secretary to Sue Carlson •%';`y'3- CIT: )F RENTON ••LL City Clerk Jesse Tanner,Mayor Marilyn J. Petersen March 3, 1999 Mr. Steve Anderson Group Four, Inc. 16030 Juanita Woodinville Way NE Bothell, WA 98011 Re: Stafford Crest Plat, Division I; File No. PP-98-184 Dear Mr. Anderson: At the regular Council meeting held on March 1, 1999, the Renton City Council adopted Resolution No. 3378 approving the Stafford Crest Final Plat, Division I. The City Council also adopted Ordinance No. 4767 vacating a portion of Aberdeen Avenue NE. Copies of the legislation are enclosed for your information. The vacation ordinance will be recorded with King County Records Department and a recorded copy will be returned to you at a later date. The recorded ordinance will serve as the property deed. If this office can provide further assistance or information,please feel free to call. Sincerely, Marilyn . P ersen City Clerk cc: Mayor Jesse Tanner Council President King Parker Tom Boyns,Property Services Division Jana Huerter, Development Services Division 1055 South Grady Way - Renton, Washington 98055 - (425)430-6510/FAX(425)430-6516 ®This paper contains 50%recycled material,20%post consumer FP- 1 1 ' Pq CITY OF RENTON, WASHINGTON RESOLUTION NO. 3378 A RESOLUTION OF THE CITY OF RENTON, WASHINGTON, APPROVING FINAL PLAT (STAFFORD CREST, DIVISION 1, SSHI, LLC; FILE NO. 98- 184). l WHEREAS, a petition for the approval of a final plat for the subdivision of a certain tract of land as hereinafter more particularly described, located within the City of Renton, has heretofore been duly approved by the Planning/Building/Public Works Department; and WHEREAS, after due investigation the Administrator of the Planning/Building/Public Works Department has considered and recommended the approval of said final plat, and such approval being deemed proper and advisable and in the public interest; and WHEREAS, the City Council has determined that appropriate provisions are made for the public health, safety, and general welfare and for such open spaces, drainage ways, streets or roads, alleys, other public ways, transit stops, potable water supplies, sanitary wastes, parks and recreation, playgrounds, schools and schoolgrounds and all other relevant facts, including sidewalks and other planning features that assure safe walking conditions for students who only walk to and from school. and WHEREAS, the City Council has determined that the public use and interest will be served by the platting of such subdivision and dedication, NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS: SECTION I. The final plat heretofore submitted and approved by the Planning/Building/Public Works Department pertaining to the following described real estate, to wit. 1 RESOLUTION NO. 3378 See Exhibit "A" attached hereto and made a part hereof as if fully set forth (Property, 14.6 acres, is located in the vicinity of N.E. 36th Street and 112111 Place, N.E.) be and the same is hereby approved as such plat, subject to the laws and ordinances of the City of Renton, and subject to the findings, conclusions, and decision of the Planning/Building/Public Works Department dated February 12, 1999. PASSED BY THE CITY COUNCIL this 1st day of March , 1999. J arilyn J. et n, City Clerk APPROVED BY THE MAYOR this 1st day of March , 1999. Jess anner, Mayor oved as to fiapy/t). Lawrence J. Warren, City Attorney RE S.712:02/10/99:as. 7 .; ,y- _4_4. . _. ..,...„ (P!) rl LEGAL DESCRIPTION c , TRACTS 71, 72, AND 75, C. D. HILLMAN' S LAKE WASHINGTON GARDEN OF E EN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON; EXCEPT THE W ST 220 FEET OF SAID TRACTS 71, 72, AND 75 . TOGETHER WITH VACATED VACATED 112TH AVENUE SE (CAPITOL HILL AVENU ) , ACCORDING TO THE CITY OF RENTON ORDINANCE NO. . LOT 365, C . D. HILLMAN' S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLcY= ' 11 OF PLATS, PAGE 84 , RECORDS OF KING COUNTY, WASHINGTON. . EXCEPT THAT PORTION THEREOF LYING NORTHEASTERLY OF THE SOUTHWESTEP.LY MARGIN OF 112TH PLACE S .E. TOGETHER WITH THAT PORTION OF VACATED S .E. 91ST STREET (BLANCHE AVENUE) ACCORDING TO CITY OF RENTON ORDINANCE NO. . AND TOGETHER WITH THE NORTH 30 . 00 FEET (VACATED S .E . 91ST STREET) OF HE FOLLOWING DESCRIBED PARCEL: THE NORTH 300 FEET OF TRACT 364 OF C . D. HILLMAN' S LAKE WASHINGTON GAR IEN OF EDEN ADDITION TO SEATTLE DIVISION NO. 6, ACCORDING TO THE PLAT THERE0F, RECORDED IN VOLUME 11 OF PLATS, PAGE 84, RECORDS OF KING COUN Y, WASHINGTON. TOGETHER WITH THAT PORTION OF VACATED S .E . 91ST STREET (BLANCHE AVENUE) ACCORDING TO CITY OF RENTON ORDINANCE NO. . • • • \`\G4N-RMSOFFICE\G4PROr97-8OO8\DIV 1 LGL073193.dcc 1 n ,i --l• -- - r 13 , w a. _ I 1. , ,. • . , 1 . , ( :_t_. 8.... _ \\(. � , , IM a I . a i .r 1 I . I • I • I . • a 1 i V `:,• --�-- P -- ;t A-- , •; of e I ! 4 Q C.1 D.aHI AT'S _ o + II A. a V `t .i ac o t . ...,:. 01 I D.7HI1.. • ANt W a •'-—1 e q— o I E ASHIN TON GARDI q IG ,WA- I T Nl .11 1 , .•—_. . rl1 •. ` -...._ 1 •- - r - ... . • >Ii} e ...1 Q — -1 s. a[ K •••OTw-•r{. 1 L •il...:7: '-» • _ _• •[.� rr-~ - u_ARDEN /C\ EDEN, a ..� o -•.� � -,.e-GO^ -- '.� \ igill 'il I , .� e. - o. •o •�• 1(-s� _ • Rio - '3 ' -� owl •N N0. 6 o. 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O'L LA'S "".17.ggg• OATE: 5-19-95 J09 NO 97-E00e SHUT: 5 C' March 1, 1999 Renton City Council Minutes Page 72 OLD BUSINESS Planning &Development Committee Chair Keolker-Wheeler presented a report Planning& Development recommending concurrence with the staff recommendation to approve the Committee adoption of the 1997 Uniform Building, Plumbing,Mechanical, Abatement of Development Services: 1997 Dangerous Buildings, Housing and Swimming Pool Codes. The Committee Uniform Building Codes also concurred with the staff recommendation to increase the fees for sign permits. This is the first sign permit fee increase in 30 years. The Committee further recommended that the ordinance regarding this matter be presented for first reading. MOVED BY KEOLKER-WHEELER, SECONDED BY CLAWSON, COUNCIL CONCUR IN THE COMMITTEE REPORT AS READ. CARRIED. (See page 73 for ordinance.) Fire: 1997 Uniform Fire Code Planning&Development Committee Chair Keolker-Wheeler presented a repo recommending concurrence with the staff recommendation to adopt the 1997 Uniform Fire Code and the proposed amendments. The Uniform Fire Code was adopted by the State effective July 1, 1998, and subsequently by other municipalities in the region. The Committee further recommended that the ordinance regarding this matter be presented for first reading. MOVED BY KEOLKER-WHEELER, SECONDED BY CLAWSON, COUNCIL CONCUR IN THE COMMITTEE REPORT AS READ. CARRIED. (See page 73 for ordinance.) Finance Committee Finance Committee Chair Edwards presented a report recommending approval Finance: Vouchers of Claim Vouchers 167209, 168092 - 168506 and one wire transfer in the total amount of$1,365,438.73. MOVED BY EDWARDS, SECONDED BY PARKER, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Finance: Human Resources Finance Committee Chair Edwards presented a report regarding a contract with Software, Eden Systems Eden Systems for Y2K human resources software. In December 1998, the Finance Committee approved execution of a contract with Eden Systems to purchase human resources software and implementation/training services, if staff concluded that Eden Systems' HR software program met the City's needs. Staff has now concluded that Eden's program meets the City's needs, and has advised the Finance Committee of that decision. The Mayor and City Clerk may now proceed with executing the addendum to Eden Systems, Inc.'s software license and use agreement in the total amount of $34,716. This price includes the base cost of$33,125,plus a tax of$1,591 (the tax is calculated only on the software license fee). MOVED BY EDWARDS, SECONDED BY NELSON,COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. ORDINANCES AND The following resolutions were presented for reading and adoption: RESOLUTIONS Resolution#3378 ' A resolution was read approving the Stafford Crest, Division 1 FinaI Plat, Plat: Stafford Crest Division I, consisting of 14.6 acres located in the vicinity of NE 36th St. and 112th PI.NE NE 36th/112th NE(FP-98- (FP-98-184). MOVED BY PARKER, SECONDED BY CLAWSON, 184) COUNCIL ADOPT THE RESOLUTION AS PRESENTED. CARRIED. Resolution#3379 A resolution was read authorizing and directing City staff to initiate work, EDNSP: Shuffleton Site commission studies,expend funds, and take other steps to study the Redevelopment Studies& redevelopment of commercial property generally known as the Shuffleton Plant Planned Action area located west of Lake Washington Blvd. and north of Park Ave.N. (SR- 900), and to facilitate a"Planned Action"under State law. MOVED BY PARKER, SECONDED BY CLAWSON, COUNCIL ADOPT THE RESOLUTION AS PRESENTED. CARRIED. March 1, 1999 Renton City Council Minutes Page 71 insurance company will reimburse the City only so much to rebuild this facility, and any costs incurred beyond that amount would have to be borne by the City. Council had authorized an additional expense of$200,000, but the option described by Mr. Evans could cost as much as$200,000 to$300,000 more than the amount already approved Councilman Corman recalled that in discussing this matter Iast year, Council had focused on expediency and how to get this facility rebuilt as quickly as possible. He agreed that the suggestion brought forth by Mr.Evans should be looked into. Mayor Tanner said the Administration will discuss this issue with Community Services staff, taking care to consider all alternatives. CONSENT AGENDA Items on the consent agenda are adopted by one motion which follows the listing. Plat: Stafford Crest Division I, Development Services Division recommended approval of the Stafford Crest NE 36th/112th NE(FP-98- Division I Final Plat; 74 single family lots on 14.6 acres located in the vicinity 184) of NE 36th St. and 112th Pl. NE (FP-98-184). Council concur. (See page 72 for resolution.) EDNSP: Shuffleton Site Economic Development,Neighborhoods & Strategic Planning Department Redevelopment Studies & recommended initiating a study on the potential redevelopment of the Planned Action Shuffleton site, located along Lake Washington adjacent to Gene Coulon Memorial Beach Park, for a mixed residential and commercial use project, and initiating a "Planned Action"under State law. Council concur. (See page 72 for resolution.) Police: Valley Com Facility Executive Department submitted information on options being explored for a Options new or renovated Valley Communications facility,which is jointly owned by the cities of Renton, Kent, Tukwila and Auburn. Refer to Public Safety Committee. Finance: 1999 Budget Finance and Information Services Department recommended approval of a Adjustments 1999 Budget adjustment ordinance in the total amount of$4,259,030,which includes $2,286,730 for projects started in 1998 but not completed, and $1,814,500 for new, one-time requests. Refer to Finance Committee. MOVED BY PARKER, SECONDED BY SCHLITZER,COUNCIL APPROVE THE CONSENT AGENDA AS PRESENTED. CARRIED. Responding to Councilmember Keolker-Wheeler,Mike Kattermann,Director of Neighborhoods& Strategic Planning, said the Environmental Impact Statement(EIS) work on the potential Shuffleton redevelopment will be done by outside consultants and paid for by the applicant. City staff will not be substantially involved outside of managing the consultant's work. CORRESPONDENCE Correspondence was read from Scott Wyatt, 10115 Greenwood Ave.N.#142, Citizen Comment: Wyatt- Seattle, 98133,proposing that Renton display a"Companion Flag"for the Millenium"Companion Flag" remainder of 1999 and throughout 2000. MOVED BY PARKER, SECONDED Proposal BY KEOLKER-WHEELER, COUNCIL REFER THIS MATTER TO THE ADMINISTRATION. CARRIED. Citizen Comment: Rossnagel - Correspondence was read from Cory Rossnagel, 14604 SE 140th Pl., Renton, Skate Park in Renton 98059,requesting that the City construct an in-line skate park.. MOVED BY PARKER, SECONDED BY EDWARDS, COUNCIL REFER THIS MATTER TO THE COMMUNITY SERVICES COMMITTEE. CARRIED. • CITY OF RENTON COUNCIL AGENDA BILL Al #: 1. 0. • Submitting Data: Planning/Building/Public Works For Agenda of: Dept/Div/Board. Development Services February 22, 1999 Staff Contact.... Kayren Kittrick x7299 Agenda Status Consent X Subject: Stafford Crest Plat, Division I Public Hearing... File No: LUA-98-184, FP Correspondence 74 single family lots on 14.6 acres in the vicinity of NE Ordinance 36th Street and 1 12th Place NE. Resolution X Old Business Exhibits: New Business 1 . Resolution with map and legal description. Study Sessions 2. Staff Report and Recommendation dated 2/12/99 Information Recommended Action: Approvals: Council concur with staff recommendation and adopt the Legal Dept X resolution. Finance Dept Other Fiscal Impact: N/A Expenditure Required... Transfer/Amendment Amount Budgeted Revenue Generated Summary of Action: The recommendation for approval of the referenced final plat is submitted for Council action. This plat divides 14.6 acres into 74 single family homesites. Design and construction of utilities, lighting and pavement has been approved, accepted or guaranteed as appropriate through the Board of Public Works. All conditions placed on the preliminary plat by the ERC and the Hearing Examiner have been met. STAFF RECOMMENDATION: Approve the Stafford Crest Plat, Division I (LUA-98-184, FP) and adopt the resolution. AGNBILL.DOT/Beth A. Haglund DEVELOPMENT SERVICES DIVISION BUILDING/PLANNING/PUBLIC WORKS CITY OF RENTON STAFF REPORT AND RECOMMENDATIONS APPLICANT: SSHI,LLC LOCATION: South of NE 36th St,West of 112th P1 SE SUMMARY OF REQUEST: Final Approval of a 74-lot single family residential plat with utilities, paving, curb and gutter, streetlights and signs. SUMMARY OF ACTION: Approve FINDINGS, CONCLUSIONS &RECOMMENDATION Having reviewed the record documents in this matter, staff now makes and enters the following: FINDINGS: 1. The applicant filed a request for approval of a 74-lot Final Plat. 2. The yellow file containing all staff reports,the State Environmental Policy Act(SEPA) documentation and other pertinent materials was entered into the record as Exhibit No.1. 3. The Environmental Review Committee (ERC),the City's responsible official, issued a Determination of Non-Significance, Mitigated(DNS-M) for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located south of NE 36th Street and west of 112th P1 SE. The site is near the City's north boundary with Newcastle. 6. The subject site is located within the City of Renton. Annexed in June and August 1960 with the adoption of Ordinances 1835 and 1842. 7. The site is zoned R-8 (Single Family- 8 dwelling units/acre) 8. The Final Plat includes the 74 lots originally intended as part of the plat. 9. The Final Plat complies with both the Zoning Code and the Comprehensive Plan. 10. The preliminary plat was subject to a number of conditions as a result of both environmental review and plat review. The applicant has complied with the ERC mitigation measures. 11. There were six(6)main conditions imposed on the approval of the Preliminary Plat. • The applicant shall comply with the requirements of Newcastle with regard to the new intersection created with 112th Street. Applicant has complied. • The applicant shall have to create both the recreation parcel and the storm drainage parcel in a legal manner acceptable to the City Attorney. Applicant has complied. • The applicant shall post signs to alert eventual purchasers that through-streets will be constructed on each of the proposed stub streets. Such sign language shall be approved by Development Services and the City Attorney. Applicant has complied. • The lot dimensions shall be adjusted to meet all platting and zoning minimum requirements. Applicant has complied. • The applicant shall comply with the conditions imposed by the ERC. Applicant has complied. • All utility lines shall be stubbed out to the property boundaries. Applicant has complied. CONCLUSIONS: 1. The Final Plat generally appears to satisfy the conditions imposed by the preliminary plat process. Any remaining improvements seem certain and are appropriately secured through the Board of Public Works. 2. The applicant shall be required to demonstrate complete compliance with all imposed conditions prior to signing of the final mylar. RECOMMENDATION: The City Council should approve the Final Plat. SUBMITTED THIS 12th day of February, 1999 VA KA EN K. KITTRICK DE LOPMENT SERVICES DIVISION CITY OF RENTON, WASHINGTON RESOLUTION NO. A RESOLUTION OF THE CITY OF RENTON, WASHINGTON, APPROVING FINAL PLAT (STAFFORD CREST, DIVISION 1, SSHI, LLC; FILE NO. 98- 184). WHEREAS, a petition for the approval of a final plat for the subdivision of a certain tract of land as hereinafter more particularly described, located within the City of Renton, has heretofore been duly approved by the Planning/Building/Public Works Department; and WHEREAS, after due investigation the Administrator of the Planning/Building/Public Works Department has considered and recommended the approval of said final plat, and such approval being deemed proper and advisable and in the public interest; and WHEREAS, the City Council has determined that appropriate provisions are made for the public health, safety, and general welfare and for such open spaces, drainage ways, streets or roads, alleys, other public ways, transit stops, potable water supplies, sanitary wastes, parks and recreation, playgrounds, schools and schoolgrounds and all other relevant facts, including sidewalks and other planning features that assure safe walking conditions for students who only walk to and from school: and WHEREAS, the City Council has determined that the public use and interest will be served by the platting of such subdivision and dedication; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS: SECTION I. The final plat heretofore submitted and approved by the Planning/Building/Public Works Department pertaining to the following described real estate, to wit: 1 RESOLUTION NO. See Exhibit "A" attached hereto and made a part hereof as if fully set forth (Property, 14.6 acres, is located in the vicinity of N.E. 36th Street and 112111 Place, N.E.) be and the same is hereby approved as such plat, subject to the laws and ordinances of the City of Renton, and subject to the findings, conclusions, and decision of the Planning/Building/Public Works Department dated February 12, 1999. PASSED BY THE CITY COUNCIL this day of , 1999. Marilyn J. Petersen, City Clerk APPROVED BY THE MAYOR this day of , 1999. Jesse Tanner, Mayor Approved as to form: Lawrence J. Warren, City Attorney RE S.712:02/10/99:as. 2 c ,-/" LEGAL DESCRIPTION c , TRACTS 71, 72, AND 75, C. D. HILLMAN' S LAKE WASHINGTON GARDEN OF EBIN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON; EXCEPT THE WE T 220 FEET OF SAID TRACTS 71, 72, AND 75 . TOGETHER WITH VACATED VACATED 112" AVENUE SE (CAPITOL HILL AVENUE) , ACCORDING TO THE CITY OF RENTON ORDINANCE NO. . LOT 365, C. D. HILLMAN' S LAKE WASHINGTON GARDEN OF EDEN ADDITION 10 SEATTLE DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLU E ' 11 OF PLATS, PAGE 84, RECORDS OF KING COUNTY, WASHINGTON. . EXCEPT THAT PORTION THEREOF LYING NORTHEASTERLY OF THE SOUTHWESTER Y MARGIN OF 112TH PLACE S .E. TOGETHER WITH THAT PORTION OF VACATED S .E . 915T STREET (BLANCHE AVENU ) ACCORDING TO CITY OF RENTON ORDINANCE NO. . AND TOGETHER WITH THE NORTH 30 . 00 FEET (VACATED S.E . 91ST STREET) OF T} E FOLLOWING DESCRIBED PARCEL: THE NORTH 300 FEET OF TRACT 364 OF C. D. HILLMAN' S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE DIVISION NO. 6, ACCORDING TO THE PLAT THEREO , RECORDED IN VOLUME 11 OF PLATS, PAGE 84, RECORDS OF KING COUNT , WASHINGTON. TOGETHER WITH THAT PORTION OF VACATED S .E . 91ST STREET (BLANC E AVENUE) ACCORDING TO CITY OF RENTON ORDINANCE NO. . • • • \\G4NT\MSOFFICE1G4PRO1\97-8008\D[V 1 LGL073198.doc ./ 30j, 1 ... / M �_ , s� , 1 a { . i I�I ----A` i iII i lin c • I . i ' .. • a i • 1 s� i ;__� _4 " I -. 'I • . 1 c , , ,• t: CE � C� D. IKILI A 'S' 'i lV ' j • t ..•' 4 4 . , i ,?2,1. .�. • e • ' •c "• o T � • r . q o M . D. HI LMAN' , KE WASHINBTON GADI K. « • - .o. , A+ IIN5T -F� 411. ..�.. :. - • _� • SM: i Qa . ••G. se '4 -'.OT -•ti ..`- I.- a �i!.- . . . - - •..c. • i - .' A DEN . EDEN. • Y „� F.rr. it . D — • I r �, •, .. - ro - .I I •Y .2� y b •. - - DIVI • ,o, 1 . 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' \c i......-.8-1,14----.z..., :: I .0 .i.A..ii: ....."7,,,,--17i ___ -...-_-.-,:,:--; .:.. ; . - _.s-:. . -•L II -•t.._.� 1- ~—� .._ I? _ ._ `' :WIra'•�1u o „v,_ r _ ..!-_ f NEIGHBORHOOD DETAL MAP r•,sr • NOTE a w•Not wcnrW i•••i.174e.e v,y e,.+T r.•4e4.7cw • LUA-98-_-FP Volume/P09e • \FFORD CREST DIV. LND-10-0333 SE1/Y, SEC. 32, TWP. 24 N., R. 5 E., 1 '` © CITY OF RENTON Heq�o]e a?.00 =;+: KING COUNTY, WASHINGTON �' ?� L-ii0.0° ) ___/ ;-;'. a6 a, 2]5 L-12e.•s SCALE: 1"=40' 0 MD.••x c CONG Now.w/r BRASS CAP \ w/PANOL CM.Q.0.01' 1 4015 MI 40 BO WO'Or MTIL = 7-22-97 \ MC.a'x a'NON.w/ 'fi BASS OF BEARINGS K.C.A.S.AND RECORD OF SURVEY BRASS GSK!PVNGI -\t y M CAA 7-22-97 v0.97.PC.let \ \ * I 'r,,, MO.3 1/7'BRASS MIA w/ e WESTMON7 SHORT PLAT \a PUN.ON CONC.NON M W VOL. 120, POS. 108-108A fg\2 u�ON.is V 9 y29 I 9 z I 1 I -17 e\\ COON(ONTTROL NErTON wooRK PT No.1e93)�-32 3.,. I �CC Li H Z s LANDSCME EASLMQ/T I I \ at Or wAr vARIE5 I SµARO�Rp NONEOwNENS 2 SEE PUT AND R.O.S. ASSOL(dcvNeptS Lots 7 I \ WNl rc^AWK v.97,PG. ,e, m,LROUa 1)__-__ I I1 _ -- L-- - J \ \ VOL. 174, Pcs. 9 11 as r LANoacAPE EAscuENT \ _ a N.E. 36TH ST. (FOREST AVE) '/emN CORNER °""'©�0 NE sTA�TQRQ \ MO KILO;./W ^Qb I -CREST LA N SCAPE ERS Assoc Ls a ssi• (D,GAOC1Rs LOTS,TMacN e) 7-22-17 _ -{A�-�� Nee71'la1R 21J•72+'�TNQNT SNORT PUT 31i 3e20.e2 , 1x10Y 19231' �- NM'5I'ls'w �_ \ \ ry Z?O :� MD.a'x a'LONG KN. , 9a.•T �� R.7 ,sa0O z -�,_+],0.22' A /CASE w/,.S'BRASS I CAP1'33�'\ t 'W' 1.. �- 2R' lieNO9 wNa Ne9ors7 v I 22o.x °'Jr;'T,QSI'�l\�s1?;7e,r R c-s-29'r'°i its33 �# xe7.9s' - / \ 71w t { C 0- ' , N8BSI'ta1 t96eK 1 - rNo REBAR NAAR e,4, °a P a.J°e92 SO' 141.22 . Ls 1195e2 >•r.'' •„ - L. 39•q., I +4 PR,vAIE DRAMACE R- ` xs .ps MC.2/e'BR. 1i PwO w N 0.20'w O.OJ i7. / -l e J4`7 Si uSENO,T(O,CLNttORS n-e•S•'.o' e' Pua oN CONG Na M p7-22-97 - e •I ( q•,a I I '� ' _ I LOTS I mweoua e) L-2S1 ea \ \ CAA DN.1.4• B o a TRACT A -1 1 4+°� 11 a is ss s o Q 7-r-97 (i L-,e. 22yJ' F sies eo.9s roe R.0.1\a 9.Pe ls, COMMON OPEN SPACE/ ;�-s' lo. 1 I ts-o7'x..m.i1 r- I ---1 Y 6e; +`• \(arr- R,. 14 ' 6 2 C'i STORMVIATER DETENTON w 3 ,, n I --,.12 f• a \-' \ isa3 PT.Na 4 FACILITIES n I 9 8 -I I --h o `A•g':e► ) 3 0 ' ,aeo+u. Si a- a Ie S.E. r_ 8 I I $"- n-11.42.•/ \ • •`. `•JY�c, " DRAINAGE S LANDSCAPE MIT. g ! I $, 6,409 S.F. l 7, 7 I i 6 1 / / ,g',r'b 3\• .\ Lu a GRANTED ID THE SrA1TORO I �. 20,0 ..,et Si. o q / / •b• ' Y 2 CREST NONEOIwERs Assoc 1 I ,...,,3-. I I ;? 2416 1 /1. / ti ;�� 11 I II r 8 xozx �'. '� Dif v W - 1Ro R ---J C _iI t__-:::::+ I _ m 4 e.204 Sr. 4 a°•-4 \\ Y. 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NQT•9'17Y-- I C�I L-29.21 , ) n .• I /` W. _A \ I7°7 /' 10 " 2Ir \7 i r --- 2A-Qa r•T ? 8 31 / o) \ a-c O y9 - I fl L--- e.`9e SF. e + s 8 tJi 8Isa tt• )., • \ 0, <\ 3420 ,•0 Cj •� 'G•\ ---lolao--ji 7• I a.� Ce\\\I i4;,4, �' r X 1 1150 SF. /I g 4 7 ~\+� ?o � > 29 '�S LANDSCAPE•Dire NawENT I 3427 I usEtiaT GRANTED 10 THE I I 'l' \ STAFFORD CREST NortOwe(FS Assoc-- L-w87•4917-w--1-I• 11211 AK.N.L(CAPTIa.NILL mt.)73 10100 • I 54 72 TRACT IA I VACATED ED roe asanoNa u N 39 zr I Sr 9 I COMMON . OPENPARK SPACE/ <6f- LEGEND SEE SHEET 4 OF 5 IS Cosmic 140Nu1,ENT AS NOTE ar NOTE.NO FENCES OR ENGe0A0u0R,S Fq,N0 ENCEPT AS SET_ y jz \6�•F..ROG NDTED NOREON. ® B ASS CAP TAN RMOI NARK ��••IA /CASEa ....... 0 M 15 N°•JO.50 ".. (3/GROUP FOUR,Inc. 0 GET t/r.2a'SUM■TN PLASTIC CAP LS 3 Na m :0 16030 JUANITA-WOODINVILLE VAT NE NO. STAKE AS NOTED .I POTN222.WAS791NC7ON N011 0 a. UNEU°ETSI SINCE AS As D ��f..., '�/(•ts)n5-4581 • /29e)xz-usa • FArtzedo.2-Se19 ,o aL L►• / N9.9,.pa .•wasp. IY,•••• Newmarw' o 3.27 LOT AOORE59 °"C2-9.>® A DATE: 7-20-98 JOB NO: 97-E00E SHEET: 3 O< 5 Volume/Pcge STAFFORD CREST DIV. 1 LUA-98-_-FP SE1/ EC. 32, TWP. 24 N., R. 5 E., V1 LND-10-0333 _ CITY OF RENTON KING COUNTY, WASHINGTON SEE SHEET 3 OF 5 eida I a 33 1 32 I 111, 37 $ • 131 8 34TH Pt- / .9•,rw\1_24.E. x�,-�� SCALE: 1"=40' • I ase ^ �,, 30 1 .0 40 50 I 4, :ro I P���� « DID ab>j.?: '1 Or ,( ^^ 3J' N I SASS Or BEARMOS:N.aAS.MO REC040 a4 38 I 1 ' it \ 29 MOL 97,Pa tel Nera•lrr 1 I 54 I �Oe, 1 112T4 AVE.".E.(CA9170.,ell AVE.) 73 --,0a00---r, I I 6wi OR'3a20 1 0 t, D. I v.utED 4ER RE50.u„ON Na 8 I II172 1 1 I t I ' s S I 39 11 8• -Ner.9,rr--J I ' i•? CASD. PR,vA,E oaWACE+LANosCAPE I sees sr. 1 1 r, TRACT B a • STArr Oo 6.07GRAACI N To,4 Sa,f n--99.ee--- it\o STA770R0 CRE57 Nw[O.N[RS I I 41 1 , COMMON OPEN S. w•a ; Assoc -4e7.49',rw--u Z 8 I I 53 1 . SPACE/PARK .. 28 SSTTA E w.00S r--,a,.o0---n • a I I s222 sr. 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Ner.9•,7'w , g Ner.9•,rw 495-25.13•E I I ]JOOI -U 1 12s00• .. g , \---4eS25,3-t- • - 1 r -1 r-----1. _112..9----n 24 c P I I r-- I 1-15.49 = 7.ao Qc�J�0 49 ! 59 I A-0,•.9'20'(I a 22' f �4 I �� r�°J 7.136 sr. r a asn S.F. 8,- I 58 1 1 „¢i=a I I I�. 2002 O4 33,2 2006 n- 1 e.,36 SJ. 1 1 �IC�b S d I 43 I I I i g 1 2012 OR 3305 ,r ' 1= Y2-: I. 7,107 SI 11 S I 1 -----] L---- J;e 4� K L- o r< 4er.e',rr--1J ��-''',' .o.e7 57..0 • I - --- 8 r--t0a00---n 1 1 — --- ��M� a I I I 1 2yq..t - �- „e5Z3.13'E .e..3T M. 3ts:hE 8 I 44 1 18 I, — - - I I I sties v. 1 1 1:75 N.E. 33RD PL1 • � 0 64.74 Iss„ 1 I • 50-35 __ - 74 L-Ner.Y,Tw -- 3i M e..55 So.35 _ , r ----� ---I FI p 0..� _ r--__k C---- L — 1 I _ I --,0a03--- I I d$ f--- I j I Tg 63 t i - - 1 45 1 1 1 1 48 1 a ' 11 61 a S 62 IS 8 5.360 sr. s 64 o I 5775 Sr. 11 22. 22. 1 I 4133 S.F. 1 n ' eels S.F. y 1 20' I i 2a2s I awl 1 I ., xoo+aR SSOe I i ^ 201J --, L L-Nero -J' I••i4• U�Ne9VC3!'w-J 1 60 yy S )., ) aao2-- '� ea2e S.F.In - r b.01 59.69 r--, -n = r1--9a02--i b 2007 I II 1 1- I I , Nee31.13'r a00.00 _ s I I I s - I 1 47 I s P Ii i I S 4VAACATO3 PER(BLANCHE A NO. 3 I 33oi If. I I $ 1 I I 3 w v I , -- ` ¢ F ar`ER LOT LINE ea+encNT — — — — L--,oam--J� n.ad /2zoo I I--9o.03 --) so.o ueo J 364 NssM // 37Q6° C.D. HILLMAN S LAKE WASHINGTON . MAP w/CA► i UNE TRACT nJ • Ma2r";a,Y 76 /.AND PLA T""�' GARDEN OF EDEN ADDITION TO LEGEND DISTANCES n10N NCWT4 SEA TILE NO. 6 S 07511"C MONUMENT AS NOTED e • \Ey K a0 VOL. 11, PG. 84 ® SET come.Yeti/CASE . e:BRASS w NUN 9UN01 NARK {��� �:GA i o LS Na 3Ou0 �e ;rp • FOUR,Inc. 3 0 SET,/2'•24'ROAR WIN PLASTIC w,S ice" NO,c NO FENCES CO EN010AC1.RNTS MAO . .0e (41GROUP 10090 JUANffA-IOODIM711d WAY NW Na 30450 EXCEPT AS 407FD r,OK04. -• MTrI2jwA511174 MX NMI 0 O O�OS1W NOM° NOTED / •r.1 -(.t(s•t` (426)775-4501 • (100)399-uw • IA2ftap9+-30,9 ,G aL 4rt9 9,r.m,w e,4r,wm.e MOMS 94N.amNr m 3301 LOT A00RCSS ®ow9,r>e.4..°•1°°° DATE: 5-19-95 JOB NO: 97-BOOB SHEET: 4 OF 5 Volure ay/ S- FFORD CREST DIV. 1 LUA-98-_-FP I SE1/4 EC. 32, TWP. 24 N., R. 5 E., W u+D-10-0333 CITY OF RENTON KING COUNTY, WASHINGTON NrTK= I of h • /� ' \�` ' I SCALE: 1"=�40' i\,s • ! e \ I �ea �, 15 S � \ \ \: \ ��// \� $ �H6° ` CfJ \ I ...sr,Of BEARINGS dtD J SnK y \ s,L l ..Z vOL 97.Pa 67 30 A. /"` I. 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Y:2) • \\ no 1 wv,PPE I. 1 i ; 1 n-esse s9 \ oa s 70 Q.1`a�"-_---j n CONe"C w - - V 64 1 A- L',- - - \� - -r "3- sa,. { N a2r c ao9 63 0 sox u.$y 2uioxi u' I 66 \ ��e� no 3/4•MN J $ 2103 1 1 l 9.3.sr. \ , 2, s PPE Now 2 1 I I ( I 2115 \ ZT N a05•R 1.91• m r Saar a, $g r Naes,'uti. k>, S• ev3. xi23 171.52 43• F LEGEND • Nee]11370/ 40107 Ojt -SC 91ST ST.MILANO{AK.) 367 19 p0ST9.O NO"WfNT A5 No1ED 364 VACATEDN IV RESCLU,K NO. �\ RETEA TO LOT CANE AD.VSTNENT `EAST We LOT 3e4 PER PLAT N srr REG NO. IP' toe R.01 MX-23.PC.WI ® &ASS�1R7"MICN MARK yL R LS N0.30.70 �4/0,W;..G•e Q O SET,/r■24'WWI.11N MASK CAP Ls o 9,• GROUP FO UR,In c. 3 NO.30450 NOTE: NO FD•CES OR ENCROADUEN7s FOUNo • LAB ,�,�� EX.071 AS NOTED HERON .I 10030 JTJAN7TA-1100Dyo,i o, WAY NE A • pOSTNO REBAR AS NOTED • WTNIII.9ASI�.CTOM Mall 13 r�, �: (a251775-.3/1 • mow-K« • 1•11108/xi-30 r9 0 3308 LOT AOORCf3 ipR.5 .. .11•.9.4• N..R�n 'wins rR.om* o ft,E16EIIw.a.3•.. .0 DATE: 5-19-98 .JOB No- 97-8008 SHEET: 5 Cf 5 w� MD,17 PrP7P Penhallegon Associates Consulting Engineers, Inc. Engineering • Planning • Surveying • Consulting July 29, 1998 rt C/TY I,Z ac 4c City of Renton,Plan Review/Public Works `./0 44,;044%A. Municipal Building 6'0/�O C `?i/,, Re20ntoMn,WA 98055 Southl Avenue /NG,C/YiS �� /GN Subject: Stafford Crest Water and Sewer Extensions Coal Creek Utility District Dear Sir/Madam: Enclosed for your review are three sets each of the water and sewer extension design plans for the plat of Stafford Crest. These are developer extensions to the water and sewer systems of Coal Creek Utility District. The water extension involves only a connection to an existing 8" water main in the right-of-way of NE 36`h Street. The sewer extension will entail removal and replacement of approximately 87 feet of existing sewer that was installed in Monterey Court NE for the Westmont development. This stretch of sewer line will be laid at a much flatter slope than is existing to enable the system to provide gravity service to a potential Phase 2 of this development. Also included in the sewer improvement is construction of about 107 feet of sewer main in NE 36`h Street from the intersection of Monterey Court NE to the west. The asphalt in Monterey Court NE is intended to be ground and overlayed over the entire extent of the sewer replacement area as shown on the drawings. The street improvements required for the plat will cover the construction areas in NE 36`h Street. Water and sewer improvements shown to be made in 112`h Place SE fall within City of Newcastle right-of-way. Additional permits will be obtained from Newcastle for that work. We have included only those plan sheets that pertain to work within the right-of-way. Please review the plans and issue a Right-of-Way Use permit to Coal Creek Utility District for the above mentioned water and sewer improvements for Stafford Crest. If you have any questions or need additional information,please let me know. Sincerely, PENHALLEGON ASSOCIATES CONSULTING ENGINE RS,INC. Dave Hutley,P.E. Associate cc: Tom Peadon Larry Jones 750 Sixth Street South, Kirkland,Washington 98033 Phone: (425) 827-2014 • Fax: (425)827-5043 City Sen ton Department of Planning/Building/PIO Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ?\dhpe,4iew COMMENTS DUE: JANUARY 20, 1999 APPLICATION NO: LUA-98-184,FP DATE CIRCULATED: JANUARY 06, 1999 APPLICANT: SSHI, LLC/a Delaware Limited Liability Co. PROJECT MANAGER: Kayren Kittrick CITy 0CITY OFRptfrop, _ PROJECT TITLE: Stafford Crest Div. I Final Plat WORK ORDER NO: 78472 RE('r`ltfr'n _ LOCATION: NE 36th Street and Aberdeen Ave. NE °14N 06 J.4Uc^ _ SITE AREA: 14.6 acres I BUILDING AREA(gross): N/A BukoioV u'IVi lip- tr. SUMMARY OF PROPOSAL: A 74 lot single family residential plat with paving, curb and gutter, sidewalk, signs, and street lip- tr. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics _— Water Light/Glare Plants Recreation Land/Shoreline Use Utilities _ Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS r vyl01 �u ,ecoid1s — (U) 82 Idd4 (a.ie T1✓C .PAY*,) (2.) Vey.f1 4.owm/de7.lo., LA - ivwl (3) fls-bitI/t9 et s71t, 4 ,of✓u/14421( — 14cr eizii, &cal-1ay G6 60dty ) SeWO 51ov rill) ckc7.,y44 1 146;1e iiab e (t, ) Pc6li y d(, SGcu✓IIii 1Y1 3 PR) 0 e /e✓va l.C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or a, as where addition I information is ne d,ed to properly assess this proposal. et 'I ��✓lVV/ '/ 6/ 11 Signature of Director or Authorized Representative Date DEVAPP.DOC Rev. /93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Ro(po - COMMENTS DUE: JANUARY 20, 1999 _ APPLICATION NO: LUA-98-184,FP DATE CIRCULATED: JANUARY 06, 1999 APPLICANT: SSHI, LLC/a Delaware Limited Liability Co. PROJECT MANAGER: Kayren Kittrick PROJECT TITLE: Stafford Crest Div. I Final Plat WORK ORDER NO: 78472 LOCATION: NE 36th Street and Aberdeen Ave. NE SITE AREA: 14.6 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: A 74 lot single family residential plat with paving, curb and gutter, sidewalk, signs, and street light! A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Informatii Impacts Impacts Necessary Impacts Impacts Necessar Earth Air Housing r Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities — Animals — Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources • Preservation Airport Environment 10,000 Feet yes 14,000 Feet YES �(D 61 F • B. POLICY-RELATED COMMENTS NDNC C. CODE-RELATED COMMENTS Height restrictions will apply. We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or i as where additional inform on ispneeded to property assess this proposal. J Signatur: . Director or Authorized Representative Date ` l DEVAPP.s•C _k_i - r-r ,'' a riY �;N n r� -n. - I - - 1 YZ -p I \ VP, dii �` .-Y 100 00 00',, „'.,( , r .4 ' 1.�� _Ill..Y 01 w-r- . r kl om .........,10;1/.4.01\ +111111:16vAPP , e-• , I—do.. •,:,1 hrtmli I4, ,. -- irihih-\_.,.; ., I ._. . rQ r ,_., ,,,,ca_____„____ . 4 , Nig rico,„,,,„,11. _ ,..,,[._,,I.i i -� �\ - 1���. -Y 41, p p 7p 1 �,l ,, I" ``,off . �if'19 e_.•-L tTr1 ..," ® r 0 N. t i — ��+ • ,.11 iOL '�f dt ill. nut • p p ' ` ITC1-- 1-4 VA AIN. 3)1 '1'v V-4 --— 4 Lligi it'd 19 „ ,iniiiri,' If— WO'"..1 'L' MI ..4 _ .„____... _ ... ''''i�_i//11YYf\\Y��'01-Y _— nNx 1', Y ® w ��i:41/41413ft—i________17:11164J1j. (1 Y.R,t 1 1-Y O 1 t� "�� 1 • gLIIN4��`/, M+V,.+1. 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City of Renton Department of Planning/Building/Public Works J N N 0 6 1999 ENVIRONMENTAL & DEVELOPMENT APPLICATION igewgW SHEE r REVIEWING DEPARTMENT: Fv- - Oretie..vthCV\ COMMENTS DUE: JANUARY 20, 1999 _ APPLICATION NO: LUA-98-184,FP DATE CIRCULATED: JANUARY 06, 1999 APPLICANT: SSHI, LLC/a Delaware Limited Liability Co. PROJECT MANAGER: Kayren Kittrick PROJECT TITLE: Stafford Crest Div. I Final Plat WORK ORDER NO: 78472 LOCATION: NE 36th Street and Aberdeen Ave. NE SITE AREA: 14.6 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: A 74 lot single family residential plat with paving, curb and gutter, sidewalk, signs, and street light A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Informati r Impacts Impacts Necessary Impacts Impacts Necessar Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet l 0 4 • B. POLICY-RELATED COMMENTS 4.)4 C. CODE-RELATED COMMENTS /41 We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or eas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date DEVAPP.DOC RFC (1,'Q'1 CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: January 18, 1999 TO: Kayren Kittrick c� FROM: Sonja J. Fesser SUBJECT: Stafford Crest Div. 1, LUA-98-184-FP Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced long plat submittal and have the following comments: Comments for the Applicant: Note the City of Renton land use action number(LUA-98-184-FP) and the city's land record number (LND-10-0333) on the drawings in the space provided. The legal description(Sheet 1 of 5) should use the city-designated names for vacated streets. 112th Avenue SE should be Aberdeen Ave NE and SE 91d St. should be NE 33'1 St. References to the vacation of the above noted streets (on Sheets 3,4 and 5 of 5)should also use the city-designated names. Also,the streets are vacated per an"ORDINANCE",not a"RESOLUTION." Complete City of Renton Monument Cards, with reference points for right-of-way monuments. Under "Easement Provisions"(Sheet 2 of 5)change the references to"Puget Sound Power and Light Company" and"Washington Natural Gas"to the new combined name for both, which is "Puget Sound Energy". Note the recording number for the Homeowners' Association in the space provided on Sheet 2 of 5. Note the recording number for the Lot Line Adjustment in the space provided on Sheets 3 and 4 of 5. Comments for the Project Manager: The lot line adjustment and street vacation ordinance need to be recorded prior to the recording of the plat, with the recording number of the lot line adjustment referenced on the long plat as noted above. \\TS_SERVER\SYS2\COMMON\\\TS_SERVER\SYS2\COMMON\FILE.SYS\LND\10\RV990113.DOC January 14, 1999 Page 2 Note that upon the passing of the street vacation ordinance,the City of Renton Ordinance Number should be noted in the space provided in the"Legal Description"block(Sheet 1 of 5) and also in the space provided on Sheets 3,4 and 5 of 5. it StafiördI Homes January 14, 1999 Kayren Kittrick, Engineering Specialist City of Renton Development Services Division Subject: Stafford Crest Div. 1 Dear Ms. Kittrick: Please find attached the minor changes to Lots 53,54,55 and the Park tract. Included are new prints of the final plat and the lot calcs. Also included are the lot calcs. for the landscape easement for lots 53,54 & 55. Thank you for your immediate attention to our plat and helping us through this final review period. Sincerely, �--". .-'.OPMENT PI.'` ,, 2 CITY OF RENTC„d Bill Diamond JAN 1 4 Land Development Manager RECEIVED 16016 118th Place Northeast • Bothell, WA 98011 • 425-488-2222 • FAX 425-488-0295 www.staffordhomes.com PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 53 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta 192 93554 . 3942 64762 . 6102 N87°49' 17"W 97 . 00 2524 93558 . 0816 64665. 6803 N 2°10 ' 43"E 51 . 00 2525 93609. 0448 64667 . 6191 S87°49' 17"E 112 . 52 2526 93604 .7673 64780. 0577 S15°53' 03"E 45.26 2527 93561 .2355 64792 . 4451 S77°05' 06"W 30 . 61 2528 93554 . 3940 64762 . 6095 Traverse LOT 53 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 435196 Closed Loop Angular HorizDist: 336. 39 FT Linear 0 . 00 FT SlopeDist: 336. 39 FT *Northing -0 . 00 FT Points: 6 *Easting -0 . 00 FT Area: 6034 . 5 SQFT *Elevation 0. 00 FT 0 . 14 ACRES *Bearing S75°59' 59"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 192 93554 . 3942 64762 . 6102 0. 00 Closing Pt 2528 93554 .3940 64762 . 6095 0 . 00 Correct Pt 192 93554 .3942 64762 . 6102 0 . 00 ' OPA.. ENT PL CITY OF RENTCN JHN 1 RECEIVED January 14, 1999 PAGE 72 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 54 DF=1. 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 195 93604 . 7673 64780. 0610 N87°49' 17"W 112 . 52 2529 93609. 0447 64667 . 6223 N 2°10 ' 43"E 44 . 92 PC 2530 93653 . 9323 64669.3300 N47°10' 43"E 41 . 01 29. 00 90°00 ' 00" 4 ' . 55 PT 2531 93681 . 8089 64699. 4114 S87°49' 17"E 3 .58 PC 2532 93681 . 6728 64702 . 9888 S74°44 ' 20"E 62 . 02 137 . 00 26°09' 53" 6. .56, PT 2533 93665. 3480 64762 . 8221 S15°53 ' 03"E 62 . 99 2534 93604 .7632 64780. 0621 Traverse LOT 54 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 78196 Closed Loop Angular HorizDist: 332 . 13 FT Linear 0. 00 FT SlopeDist: 332 . 13 FT *Northing -0. 00 FT Points : 7 *Easting 0. 00 FT Area: 7001 . 5 SQFT *Elevation 0. 00 FT 0. 16 ACRES *Bearing S14°23' 46"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 195 93604 .7673 64780 . 0610 0 . 00 Closing Pt 2534 93604 .7632 64780. 0621 0 . 00 Correct Pt 195 93604 .7673 64780. 0610 0 . 00 January 14, 1999 PAGE 73 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 55 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 192 93554 .3942 64762 . 6102 N77°05' 06"E 79.23 2558 93572 . 1025 64839. 8359 S29°36' 59"E 2 .23 PC 2559 93570 . 1639 64840. 9379 S25°18 ' 05"E 73.28 487 . 00 8°37 ' 48" 7 .35 PT 2560 93503 . 9102 64872 .2578 S85°25' 13"W 107 . 11 2561 93495. 3579 64765. 4898 N11°13 ' 03"W 9. 13 2562 93504 . 3135 64763 . 7137 N 1°15' 18"W 50. 09 2563 93554 . 3915 64762 . 6167 Traverse LOT 55 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 45853 Closed Loop Angular HorizDist: 321 . 14 FT Linear 0 . 01 FT SlopeDist: 321 . 14 FT *Northing -0 . 00 FT Points: 7 *Easting 0 . 01 FT Area: 6197 . 1 SQFT *Elevation 0. 00 FT 0. 14 ACRES *Bearing S67°12 ' 35"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 192 93554 . 3942 64762 . 6102 0 . 00 Closing Pt 2563 93554 . 3915 64762 . 6167 0 . 00 Correct Pt 192 93554 . 3942 64762 . 6102 0. 00 January 14, 1999 PAGE 74 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: TRACT B DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 191 93561 .2363 64792 . 4481 N15°53 ' 03"W 108 .25 PC 2564 93665. 3530 64762 . 8208 S45°38 ' 12"E 75. 62 137 . 00 32°02 ' 25" 7 . 61 PT 2565 93612 . 4809 64816. 8809 S29°36' 59"E 46. 44 2566 93572 . 1081 64839. 8311 S77°05' 06"W 48 . 62 2567 93561 .2412 64792 . 4411 Traverse TRACT B ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 32652 Closed Loop Angular HorizDist: 279. 92 FT Linear 0 . 01 FT SlopeDist: 279. 92 FT *Northing 0 . 00 FT Points : 5 *Easting -0. 01 FT Area: 3381 . 4 SQFT *Elevation 0. 00 FT 0. 08 ACRES *Bearing N54°46' 23"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 191 93561 .2363 64792 . 4481 0 . 00 Closing Pt 2567 93561 .2412 64792 . 4411 0 . 00 Correct Pt 191 93561 .2363 64792 .4481 0. 00 January 14, 1999 PAGE 95 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 53 LANDSCAPE ESMT DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta At Jc 191 93561 .2363 64792 . 4481 S77°05' 06"W 22 .22 2576 93556.2700 64770 . 7902 N 4°10' 37"W 49. 12 2577 93605.2595 64767 .2125 S87°49' 17"E 12 . 86 2578 93604 .7707 64780. 0632 S15°53 ' 03"E 45.26 2579 93561 .2388 64792 . 4505 Traverse LOT 53 LANDSCAPE ESMT ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 36874 Closed Loop Angular HorizDist: 129. 46 FT Linear 0 . 00 FT SlopeDist: 129. 46 FT *Northing 0. 00 FT Points : 5 *Easting 0. 00 FT Area: 816.2 SQFT *Elevation 0. 00 FT 0 . 02 ACRES *Bearing N43°45' 13"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 191 93561 .2363 64792 .4481 0 . 00 Closing Pt 2579 93561 .2388 64792 . 4505 0 . 00 Correct Pt 191 93561 .2363 64792 . 4481 0 . 00 January 14, 1999 PAGE 98 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 54 LANDSCAPE ESMT DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A.c 195 93604 .7673 64780. 0610 N87°49' 17"W 12 . 86 2568 93605.2562 64767 .2103 N 4°10' 37"W 60.25 2569 93665. 3461 64762 . 8219 S15°53' 03"E 62 . 99 2570 93604 .7613 64780. 0618 Traverse LOT 54 LANDSCAPE ESMT ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 22422 Closed Loop Angular HorizDist: 136. 10 FT Linear 0 . 01 FT SlopeDist: 136. 10 FT *Northing -0 . 01 FT Points: 4 *Easting 0. 00 FT Area: 385. 0 SQFT *Elevation 0. 00 FT 0 . 01 ACRES *Bearing S 7°47 ' 33"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 195 93604 . 7673 64780. 0610 0 . 00 Closing Pt 2570 93604 . 7613 64780. 0618 0 . 00 Correct Pt 195 93604 .7673 64780 . 0610 0 . 00 January 14, 1999 PAGE 99 Group 4, Inc • PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 55 LANDSCAPE ESMT DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 191 93561 .2363 64792 . 4481 N77°05' 06"E 48 . 62 2571 93572 . 1031 64839. 8381 S29°36' 59"E 2 .23 PC 2572 93570. 1645 64840. 9402 S29°14 ' 48"E 6.28 487 . 00 0°44 ' 21" 6.28 PT 2573 93564 . 6827 64844 . 0097 S83°26' 42"W 73 .70 2574 93556.2693 64770.7915 N77°05' 06"E 22 .22 2575 93561 .2356 64792 . 4494 Traverse LOT 55 LANDSCAPE ESMT ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 101592 Closed Loop Angular HorizDist: 153 . 05 FT Linear 0. 00 FT SlopeDist: 153 . 05 FT *Northing -0. 00 FT Points : 6 *Easting 0 . 00 FT Area: 289. 3 SQFT *Elevation 0 . 00 FT 0 . 01 ACRES *Bearing S62°13' 38"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 191 93561 .2363 64792 . 4481 0 . 00 Closing Pt 2575 93561 .2356 64792 . 4494 0. 00 Correct Pt 191 93561 .2363 64792 . 4481 0. 00 January 14, 1999 PAGE 100 Group 4, Inc CITY )F RENTON ;,LL Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator January 6, 1999 Mr. Steve Anderson Group Four, Inc. 16030 Juanita Woodinville Way NE Bothell, WA 98011 SUBJECT: Stafford Crest Division I Final Plat Project No. LUA-98-184,FP Dear Mr. Anderson: The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. You will be notified if any additional information is required to continue processing your application. Please contact me, at (425) 430-7299, if you have any questions. Sincerely, 4414^^ - AjOk'()() KayrWn Kittrick Project Manager cc: SSHI LLC/Owners ACCPTLTR.DOC 1055 South Grady Way Renton,Washington 98055 1 ®This paper contains 50%recycled material,20%post consumer 1 i CITY,OF.,RENTON ..... . ... ...... Sti4.:.. .......•.r.}:n.T}r:.. ..., .,.a Y:.;; ,. :. .: :,,.; .: ..:r:...:?•}}::•iv;•:i . , :;.. :.i)...Y.Y'.:.....,n i}:•r! }}.. .v+} •.,,,..,.:}..\,u .�. ... :}: !. -.::i},}?.r:•i4:.}},.: :L.T:.:'y;;;:t:;:air}il.... :�:J:"{''k k. :.7>'�..2•. 2•..).:[.,..�.,..:YT,.!{f+X a.-nt,.a,.y.;),a .al.. }}rn `) t /'� �) .i:v,:.. {.. 5,4.[{::{:I>%�:-Y{:§i'#i.,..a:i'•` x:....,...}.{:..:}.,.F.........:.'.$; ). <:Y.....,I,.k:.:�.� �v `- � ::�./I.�/:) l'��:$4+T}:}},....x:0+:}}},:Y 7 KrSrirr}iwn,.. �.�i :"... ;;,, }}} •gin, :•3•M 0. 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'..i- ::�::rv}}:}r:.}:[.�L.C• :i>.2+::£..:.v.:.:.;[.,.. .. T-' :,f:::'{'?:�:i • \ \ PROPERTY CWNER( ) }{ { } < OJEGT}INEORNIATICSIV 4 `� t. P.R Note} It there le::more than one tags[owner,please attach en additional �3r akfaefi Maecer`Applictitlon.feeitiCh owner;`:"^>: ?`4 t J PROJECT OR DEVELOPMENT NAME: .__- NAME: .SSHI LLC, a Delaware Limited• Stafford Crest Div. .l .. . .. . :.... ..‘,...,,: ... Liability Company • PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: 16016 118th Place NE South of NE 36th Street and !Jest of • 112th Place SE ' KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S):CITY: Bothel 1 , WA ZIP: 98011 334510-0041-07 334210-3536-06 TELEPHONE NUMBER: EXISTING LAND USE(S): • 425-488-2222 undeveloped - APPLICANT (if other than: owner) , NAME: PROPOSED LAND USES: Single family residential • COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Residential Single Family ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (it applicable): N/A CITY: EXISTING ZONING: °�1/E CI OPM'ENT pit', r-8 n'of REN Q ,• TELEPHONE NUMBER: DEC 1gao PROPOSED ZONING (if applicable)• • t _, J .',.•.y 3CONTAC ,41,0,,E..tiSON .. ::. :',• N/A REC�Ir/ .•:• . . SITE AREA (SQ. FT. OR ACREAGE): 14,6--acre NAME: Steve Anderson • s • - • • PROJECT VALUE: COMPANY(if applicable): $4,440,000 Group Four, Inc. • • ADDRESS: 16030 Juanita Woodinville Wy NE IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? yes CITY: Bothel 1 , WA ZIP: 98011 IS THESENSIT SITEIVEAREA?LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY • TELEPHONE NUMBER: (206) 362-4244 not to our knowledge • (425) 775-4581 • f x: ° : a;,.:LEGAL:DESCRIPTION OF PROPERTY (Attach.separate.sheet if;necessary) ;<11;, _ . t: .: SEE ATTACHED FOR LEGAL DESCRIPTION • .. .............. .. . ....::...� ::...� ...is ....... ...:.. .. :. .:.:::•;{:n}:•:v.......... ., ........ .-..... .:. :. �:..:. .;�...:::x:n••:L:•:;^�{}::ii:�':'r'?G'yi;��:•Gi:'��:•i ti} .3..n;:i:•.':<}iti':'>.r'r: ...,...., .:::.... ,.�1.y.:.;}..;r:..::r,.:.::i:.i..n�....:,, w I.v. :{•:ff•:iry;i'^'r.Y•i'':i{•:•.2•:, :•.hw:.::::.:4•$$:•ri•::i.: .i... P. i TION FEE.S;::< :;},>:;.::>:�:v:«s..:.:... :.,:��iY'::}:.:r.:.:::.:.}.<:.:...<. : r.«.i>:< ::. .. . i<:>::; 1 --C staff>wfli:determtrtefs8s... . >. <;<,} j >,: > �..::.3.: .�><� ...Check:au;appJ�cat�on:<types:..that.:�lpp ...: sty } ANNEXATION $ SUBDIVISION: • — COMP. PLAN AMENDMENT $ _REZONE $ _LOT LINE ADJUSTMENT • . $ _SPECIAL PERMIT - $ _SHORT PLAT $ • _TEMPORARY PERMIT $ —TENTATIVE PLAT $ _CONDITIONAL USE PERMIT $ — PRELIMINARY PLAT $ _SITE PLAN APPROVAL $ X FINAL PLAT • $ i o 0 O °`) • . _GRADE & FILL PERMIT •S , . (NO. CU. YDS: ) • PLANNED UNIT DEVELOPMENT: $ _VARIANCE $ (FROM SECTION: ) . _ PRELIMINARY WAIVER $ — FINAL _ • WETLAND PERMIT $ —ROUTINE VEGETATION • MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ • _BINDING SITE PLAN $ • . SHORELINE REVIEWS: _SUBSTANTIAL DEVELOPMENT $ _-: _CONDITIONAL USE $ • _VARIANCE $ _EXEMPTION $No Charge — ENVIRONMENTAL REVIEW r _ $ REVISION $ �; i:<:?::>:•:ii:i,:;.i:.i:::;:: ;:::.:::;i:::i::ii::•::>:i ii!.a>::>;;.�-:i::::i.<:i i:;:><::«::<:' H I P:.i::<i;::..}::'.:. :<i:>:;:>:»�}::»i}}:<:::;:;;'<: :::;<:::::.::::.:::>:» : :•:: : :;::;:: . . . ,AFFIDAVITiOF,O . . :: ., i. (Print Namei5P t•eAk •ATV. ,declare that I am(please check one)_the owner of the property involved in this application;_the authorized representative to act for the property owner(please attach proof of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. 1 • • `e`�tttt(ii►1ftit��•.1. !� ,/ l' ATTEST: Subscribed and sworn to beforgdt�,Qaiacy an N �ub ! end �� /1/ c �� ��� � for th- State off IA' residing e ` S•41411SS.1 ;f(k Gto*„. . (Na - of la wner ) f� 0r�d ,on the dilyybt 410 .o• 1. •0 �� I c17s•I 19 _ • TAq y = (Signature of Own r dLIC (Signature of Notary Public) %,�e•`•••r % , ' 1 his section to be completed by City Staff ) City Flle Nu•mbert�' . A AAD BSP CAPS CAP U CPA CU A CU H ECF LLA MHP. :FPUD . FP PP<R RVMP .,'SAA,;SA`H '.:SHPL-A _:SHPL H ;i SP ;?SM '.;'SME .TP> .V A V B' :i V H ::W• TOTAL`FEE5' $ t c . 0.P TOTAL`pOSTAGE PROVIDED S MASTERAP.DOC REVISED 8/97 ,//1/( k ,,,Vj'e/Itilr LEGAL DESCRIPTION 1 TRACTS 71, 72, AND 75, C. D. HILLMAN' S LAKE WASHINGTON GARDEN OF EDE ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 220 FEET OF SAID TRACTS 71, 72, AND 75 . TOGETHER WITH VACATED VACATED 112TH AVENUE SE (CAPITOL HILL AVENUE) , ACCORDING TO THE CITY OF RENTON ORDINANCE NO. . LOT 365, C . D. HILLMAN' S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 84, RECORDS OF KING COUNTY, WASHINGTON. EXCEPT THAT PORTION THEREOF LYING NORTHEASTERLY OF THE SOUTHWESTERLY MARGIN OF 112TH PLACE S .E . TOGETHER WITH THAT PORTION OF VACATED S .E . 91ST STREET (BLANCHE AVENUEE'll ACCORDING TO CITY OF RENTON ORDINANCE NO. . AND TOGETHER WITH THE NORTH 30 . 00 FEET (VACATED S .E . 91ST STREET) OF THE FOLLOWING DESCRIBED PARCEL: THE NORTH 300 FEET OF TRACT 364 OF C. D. HILLMAN' S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 84, RECORDS OF KING COUNTY, WASHINGTON. TOGETHER WITH THAT PORTION OF VACATED S .E . 91ST STREET (BLANCHE AVENUE) ACCORDING TO CITY OF RENTON ORDINANCE NO. . I \\G4NI\MSOFFICE\G4PROJ\97-8008\DIV 1LGL073I98.doc 1 S ` l re/^, STAFFORD CREST DIV. 1 P4- 97-8008 114 ,0 RESPONSE TO HEARING EXAMINER'S RECOMMENDATION: 1. The applicant shall comply with the requirements of Newcastle with regard to the new intersection created with 112th street. Newcastle has reviewed and approved the frontage improvement/intersection plan. 2. The applicant shall have to create both the recreation parcel and the storm drainage parcel in,, a legal manner acceptable to the City Attorney. Tract A, Common Open Space/Stormwater Detention Facilities and Tract B, Common Open Space/Park shall be created by recording of plat. Refer to Dedication, paragraph 2, sheet 1 fur ownership and maintenance obligations. 3. The applicant shall post signs to alert eventual purchasers that through-streets will be constructed on each of the proposed stub streets. Such sing language shall be approved by Development Services and the City Attorney. These signs will be bonded for together with the balance of outstanding construction. 4. The lot dimensions shall be adjusted to meet all platting and zoning minimum requirements. All lots meet R-8 zoning requirements and platting requirements. 5. The applicant shall comply with the conditions imposed by the ERC. Mitigation Measures: 1. Temporary Erosion Control shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. Erosion Control Plans were designed to City standards and approved following City review. These facilities have been installed and reviewed by city inspectors during the course of construction. 2. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the Public Works Inspector. Certification of the installation and maintenance of the erosion control facility is requirE 1 prior to recording the plat. \\G4NT\MSOFFICE\G4PROJ\97-8008\HEDECISION.doc 1II • I' Weekly inspection of erosion control facilities has been accomplished by the City inspector, contractor, and Developer's construction manager. Any minor modifications or additions to the erosion control facilities have been provided as needed. 3. Surface Water detention requirements for this site shall be limited for the 5 year, 10 yes and 100 year storm event to the pre-developed rates for those events, with a 30% safety factor for the 100 year storm event. Drainage plans have been designed to meet or exceed this standard and were review€ I and approved by the City. 4. The applicant shall create a homeowner's association with the responsibility to maintain all common areas and facilities. The documents creating the homeowner's association shall be prepared to the satisfaction of the Development Services Department prior to recording the plat. Homeowner's Association documents are being submitted with final plat for review. 5. The applicant shall submit a fire Mitigation Fee of$488.00 per single family lot prior to recording of the plat. The fee is estimated at $36,112 ($488 x 74 lots = $36,112). Fee to be paid prior to recording of plat. 6. The applicant shall submit a Transportation Mitigation Fee of $75 per average daily trip (estimate 9.55 average daily trips per residence x 74 residential dwelling units x $75 = $53,002.50) prior to the recording of the plat. Fee to be paid prior to recording of plat. 7. The applicant shall submit a Parks Mitigation Fee of $530.76 per residential dwelling unit (estimate $530.76 x 74 = $39,276.24) prior to the recording of the plat map. Fee to be paid prior to recording of plat. 6. All utility lines shall be stubbed out the property boundaries. Utility lines have been installed per City approved construction plans. \\G4NT\MSOFFICE\G4PROJ\97-8008\HEDECISION.doc Y\T- ti � r#i:}?:.. ry rk .Y l Str\:v:Y.,T:,,:.?:i::::i'T .::t♦. 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Before we can approve your plat we must have the signed copy in our file. This procedure will save you time and money later if you get approval now. . Propery Location: //Z d /P f AT E .3 k ,�'y� 1 Owner's Name:`J 2/ p/f 1 ,% fle1z I/ _Z Z Z •Phone#: > g� 2 1 Project#: Post Office Approval: -1V1°N‘L-L'4s • Date: 10/n/ ..,. •,..-----.7 ,I, 1 OCT 2 g 1998 \\e(:.......1.............-7 <0 , • • • f2.```fo 1vh'63' • I. . • II • I TY TY OF RENTON 1 + „�241 ® + BOARD OF PUBLIC WORT.S ��NT� Jesse Tanner, Mayor December 9, 1998 Mr. Bill Diamond do Stafford Homes 16016 118th Pl.NE Bothell WA 98011 , SUBJECT: DEFERRAL OF ON/OFF SITE IMPROVEMENTS STAFFORD CREST DIV. I Dear Mr. Diamond: At a Board of Public Works meeting held on December 9, 1998, you were granted a deferral for on/off site paving and street lights until December 9, 1999; excluding sidewalks as they are completed. A security device shall be posted with the city in the amount of$134,669.48 which is 150% of the cost of the required improvements. Applicant shall work closely with Inspection and Street Maintenance to make sure drainage is properly addressed during the deferral period. Be advised that the date the Board grants the deferral is the temporary effective date of the deferral, subject to the applicant providing said security device within 30 days, which would be January 9, 1999. If the security device is accepted, the deferral then becomes permanent, subject to any other conditions placed by the Board. If you fail to submit an approved security device within the 30-day period, the deferral becomes null and void. An approved security device form is enclosed for your use. Please ensure that the effective date of the set aside is January 9, 1999, with an open-ended expiration date to expire when the deferred improvements are installed and approved. Once the improvements have been installed, then written documentation shall be submitted for the record and the security device will subsequently be released. Your deferral will expire on December 9, 1999. You may call Paul Lumbert, Board Coordinator, at(425)430-7203 if you have any questions or need additional information. Sincerely, / Mickie Flanagan, Recording Sedretary cc: Board Members Paul Lumbert LUA97-173 r I055 South Grady Way-Renton, Washington 98055 (425)235-2569 H:\DIVISION.S\BPW\CORRESPO\98-005.DOC Facsimile (425)235-2541 RCV BY GROJP FCUR, INC, ' 12- 4-98_; 2 44PM . 1„ 203 4i_ .... Ri_ ___ 2063623819;# 3 11/25/98 WED 12:08_FA FAX •f25 228 7,i y ' COAL CREEK UTILITY DIST I21002 BOARD OF COMMISSIONERS Victor J, Grpine .'' ��►_ __� - James t7enieA _ ' • ;';:' O �� v Pnm&a lw blottlri �. 1�� MANAGER ':;••, �- I ) Thomas F.Pes on.• SUPERINTENDENT •• Q\� Larry D.Jones . , OFFICE MANAGER • • Novemaber 23, 1998 Pamela S.A AGES . 7415 129th A��enue S.E. Newcastle,Washington 91058 • (206)235.9200 98-4-1.45WS • lilyren Kittrick Department of Planning arid Development City of Renton ,OO Mill Avenue, S. Renton,Washington 9806,3 RE: Status of Water and Sewer Utility Systems for the Plat of Stafford Crest' Dear Sir or Mac.arn: . Please be advised that the District has ainr Water and n ctioj of ce�zt zin water Extension • Agreement wi�:l� Stafford and sewer extension.imp rCvsments for t�hee p coo known ect have been inject as fford Crest.all d and tested.an- site water and ;newer imI���ovements , the DistrictDistrictwill not own, operate, However,until final ins1,:!ction and acceptonce and maintain the water Eindior sewer systems and service to individual lots within the Plat will not he avai ble, The District presently holds a Performance Bond is the amount of the District's Consulting En Oneef s estimate of the installation cost of the Extension Improvements, Please call if yot. have any questions or need add:ctiortal inGnformation regarding status the of thewater and sewer improvements for this Plat • Sistcerely, . r /t�___ a�� Tom Peadon, District Manager TPrs i cc: Stafford ffo�rd Homes, In.:. • . i . i U izr+�c r�i to/v'99 APPLICATION FOR CITY OF RENTON BOARD OF PUBLIC WORKS 200 Mill Avenue South,Renton,WA 98055 CO-PY (425)235-2569 OWNER SSHI, LLC (425) 488-2222 Telephone ADDRESS OF PROPERTY: South of NE 36th St. & West of 98055 112th Pl. SE Zip Code LEGAL DESCRIPTION OF PROPERTY include King County Assessors #: 334510-0041-07/334210_3536-06 (attach separate sheet of paper if nr, .cary) (ATTACHED) NAME OF PROJECT: Stafford Crest Div. 1 • APPLICANT: SSHI, LLC (425) 488-2222 Telephone • BUSINESS ADDRESS:: 16016 118th Pl. NE. Bothell, WA 98011 Zip Code Telephone Attach a separate letter stating in detail: • 1. The request 2. Applicable City Code 3. Items and quantities involved 4. Justification for request 5. Time allotment required for request. Attach a 1"= 100' drawing of your site and mail the completed application and map to: CITY OF RENTON Board of Public Works Arneta Henninger, Coordinator 200 Mill Ave. S Renton,WA 98055 You will be contacted if application is incomplete or if additional information is required. COMPLETED applications received by 5:00 Monday will be placed on the agenda approximately 2 weeks - from that date. Applicant's Signature [Office Use Only] - DATE OF FILING: DATE OF HEARING: DEFERRAL ( ) New ( ) Extension VARIANCE ( ) New ( ) Extension Offsite ( ) UNDERGROUNDING ( ) DRIVEWAY Onsite ( ) SLOPE GRADES ( ) NOISE EXCESS R/W ( ) H:\FILE.SYSWRM\81BPW\0020.DOC\ FORM 81/0020 10/97 Stafford ' Homes November 9, 1998 City of Renton Board of Public Works 200 Mill Avenue South Renton, WA. 98055 Subject: Deferment of certain required improvements for Stafford Crest Div. 1 Dear Board Members: Please accept this letter as justification for deferring certain improvements for the final plat of Stafford Crest Div. 1. This letter shall be broken into the following details: 1. The request 2. Applicable City Code 3. Items and quantities involved 4. Justification for the request 5. Time allotment required for request 1. Stafford Homes is requesting this deferment for certain required improvements to allow us to move ahead with final plat review and recording while completing those improvements in a normal construction sequence. The items remaining are the completion of the street lights (1/3 completed), the construction of sidewalks (awaiting grading completion for the walks) and the final lift of asphalt both onsite and offsite. 2. The applicable City of Renton code is Chapter 12, Section 9-12-11 (E). 3. The quantities are as follows: Sidewalk 4150 sq. yd $62,167.00 Paving 2" class "B" 11362 sq. yd. $45,448.00 Onsite Paving 2" class "B" 791 sq. yd. $ 7,016.17 Offsite Street Lights (X 2/3) $49,749.00 4. Stafford Homes can justify this request knowing that all remaining items have been adequately planned for and the completion date is eagerly awaited. 16016 118th Place Northeast • Bothell, WA 98011 • 425-488-2222 • FAX 425-488-0295 www.staffordhomes.com 5. This request for deferment is for a one year period. All of the above improvements will be completed within one year of the recording of this final plat. 1 This list and dollar amount will most likely be reduced prior to the actual recording of the plat. Both the street lights and the sidewalk will most likely be completed. The final lift of class "B" asphalt will not be put down until all the homes have been constructed. Thank you for consideration of this request. Should you have questions regarding this request, please do not hesitate to connect me at any time. Sincerely, Bill Diamond, PLS Land Manager RETURN ADDRESS: SSHI, LLC C�O OF ,�%„, 16016 - 118th Place NE PF 11�%� Bothell, WA 98011-4151 C 11`*. 3 WASHINGTON STATE RECORDER'S COVER SHEET(RCW 65.04) DOCUMENT TITLE(S) (or transactions contained therein): Declaration of Protective Covenants, Conditions, Restrictions, Easements and Reservations for Stafford Crest and any Subsequent Divisions REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: NONE Additional reference#s on page of document(s) GRANTOR(S) (Last name first, then first name and initials) SSHI, LLC Additional names on page of document GRANTEE(S) (Last name first, then first name and initials) Plat of Stafford Crest Division 1 The Public Additional names on page of document LEGAL DESCRIPTION(abbreviated: i.e., lot, block, plat or section, township, range) Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER Assessor Tax#not yet assigned DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR THE PLAT OF STAFFORD CREST AND ANY SUBSEQUENT DIVISIONS TABLE OF CONTENTS ARTICLE I. DEFINITIONS 1 1.1 Association 1 1.2 Association Action 2 1.3 Board 2 r 1.4 Building 2 1.5 Common Area 2 1.6 Developer 2 1.7 Lot 3 1.8 Lot Owner 3 1.9 Map 3 1.10 Member 3 1.11 Property 3 1.12Declaration 3 ARTICLE II. STAFFORD CREST 4 2.1 Stafford Crest 4 ARTICLE III. PHASED DEVELOPMENT 4 3.1 Subsequent Development 4 3.2 Consent to Adding or Subtracting Properties 4 3.3 Rights and Obligations 5 3.4 No Requirement to Include Additional Properties 5 ARTICLE IV. DEVELOPMENT PERIOD 5 w:\wPdoes\98034\005\cla0157.doc 4.1 Development Period 5 4.2 Developer's Authority During Development Period 5 ARTICLE V. THE LACROSSE HOMEOWNERS ASSOCIATION 6 5.1 Establishment 6 5.2 Voting 6 5.3 Proxies 6 ARTICLE VI. BYLAWS OF THE ASSOCIATION 6 6.1 Adoption of Bylaws and Amendments 6 6.2 Initial Board of Directors 7 ARTICLE VII. MANAGEMENT OF COMMON AREAS 7 7.1 Control 7 7.2 Costs 7 7.3 Additional Properties 7 7.4 Dedication to Governmental Entities 7 ARTICLE VIII. PROPERTY RIGHTS IN THE COMMON AREA 8 8.1 Ownership; Association Control of Common 8 8.2 Restrictions on Use of Common Areas 8 8.3 Other Restrictions 8 ARTICLE IX. ALLOCATION OF MAINTENANCE RESPONSIBILITIES 8 9.1 Association Responsibilities 8 9.2 Lot Owners' Responsibilities 9 ARTICLE X. COVENANT FOR MAINTENANCE ASSESSMENTS 9 10.1 Creation of Lien and Personal Obligation of Assessment 9 10.2 Purpose of Assessments 10 10.3 Initial Assessment; Annual Assessments 10 10.4 Estimated Assessments 10 10.5 Payment By Owners 11 10.6 Limitation on Use 11 10.7 Record of Assessments 11 ii w:\wPdocs\98034\005\cla0157.doe 10.8 Special Assessments 11 10.9 Uniform Rate of Assessment 12 10.11 Default in Payment of Assessment--Remedies 12 10.12 Foreclosure of Assessment Lien; Attorney's Fees and Costs 12 10.13 Homestead Waiver 12 10.14 Curing of Default 13 10.15 Continuing Liability for Assessments 13 10.16 Exempt Property 13 10.17 Rights of Board--Waiver of Lot Owners 13 10.18 Subordination of the Lien to Mortgages 13 ARTICLE XI. ARCHITECTURAL CONTROL AND BUILDING 14 11.1 Establishment 14 11.2 Committee 15 11.3 Criteria 15 11.4 Exterior Finish 15 11.5 No Liability 16 11.6 Building and Construction Restrictions 16 11.6.1 Single Family Residence 16 11.6.2 Exterior Walls 16 11.6.3 Exterior Colors 16 11.6.4 Fences 16 'I 11.6.5 Other Structures 17 11.6.6 Prefabricated Buildings 17 11.6.7 lighting 17 11.6.8 Temporary Occupancy and Temporary Buildings 17 11.6.9 Storage Sheds and Outside Storage 17 11.6.10 Landscaping 17 11.6.11 Topography 17 11.6.12 New Construction 17 11.6.13 Utility Service 17 11.6.14 Contractor 18 11.6.15 Oil Drilling, Etc. 18 11.6.16 Effect of Committee Approval 18 11.6.17 Completion of Construction 18 11.6.18 Commencement of Construction 18 W:\wpdocs\98034\005\c1a0157.doc 11.6.19 Delay of Completion--Fine During Development Period 19 ARTICLE XII. EXTERIOR MAINTENANCE 19 12.1 Lot Owners' Obligations 19 12.2 Color Approval 19 12.3 Roof Approval 19 12.4 Landscaping Approval 20 ARTICLE XIII. PROPERTY USE RESTRICTIONS 20 13.1 Business and Commercial Use of Property Prohibited 20 13.2 Nuisance Prohibited 20 13.3 Signs 20 13.4 Overnight Parking Prohibited 21 13.5 Motor Vehicles 21 13.6 Nuisances; Hazardous Activities; Lighting 21 13.7 Animals 21 13.8 Trash Disposal 22 13.9 Unsightly Conditions 22 13.10 Antenna 22 13.11 Storage 23 11 13.12 Machinery and Equipment 23 13.13 Development Activities Exempted 23 13.14 Violations 23 ARTICLE XIV. EASEMENTS 23 1� 14.1 Utility Easements 23 14.2 Maintenance of and Restrictions on Easement Areas 24 ARTICLE XV. GENERAL PROTECTIVE COVENANTS 24 15.1 Partition 24 15.2 Subdivision or Combination 24 15.3 Leases 24 15.4 Mortgagee Protection 24 iv W:\wpdocs\98034\005\c1a0157.doc ARTICLE XVI. MANAGEMENT CONTRACTS 25 16.1 Agreements 25 ARTICLE XVII. INSURANCE 26 17.1 Liability and Hazard Insurance 26 17.2 Building Insurance 26 17.3 Common Area Repair and Replacement 26 17.4 Building Repair and Replacement 26 ARTICLE XVIII. RULES AND REGULATIONS 27 18.1 Association Control 27 ARTICLE XIX. ENFORCEMENT 27 19.1 Enforcement 27 19.2 Remedies 27 19.3 Waiver 27 19.4 Costs and Attorney Fees 28 ARTICLE XX. AMENDMENT OF DECLARATION 28 20.1 Developer's Reserved Rights 28 20.2 Amendment by Members 28 20.3 Power of Attorney 28 ARTICLE XXI. LIMITATION OF LIABILITY; INDEMNIFICATION 29 21.1 Limitation of Liability 29 21.2 Indemnification 29 ARTICLE XXII. GENERAL PROVISIONS 30 22.1 Term 30 22.2 Subordination 30 22.3 Notice 30 I 22.4 Audit 31 22.5 Severability 31 22.6 Gender 31 22.7 Headings 31 v w:\wPdocs\98034\005\cla015740c DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR THE PLAT OF STAFFORD CREST DIVISION 1 AND ANY SUBSEQUENT DIVISIONS This Declaration of Protective Covenants, Restrictions, Easements and Reservations for the Plat of Stafford Crest Division 1 and Any Subsequent Divisions ("Declaration") is made this day of , 1998 by SSHI, LLC, a Delaware limited liability company ("Developer"). RECITALS AND DECLARATION Declarant is the Developer and owner of the real property and improvements thereon legally described in Exhibit A (the "Property"), known as Stafford Crest, and also commonly known as LaCrosse. The Property is comprised of the real property shown on maps recorded with the King County Department of Records and Elections under Auditor's File No. and any other real property added by amendment hereto. Developer hereby publishes and declares that the Property shall be held, sold, conveyed, encumbered, leased, rented, used, occupied, and improved subject to the following covenants, conditions, restrictions, easements, reservations, and agreements, all of which are for the purpose of enhancing and protecting the character, attractiveness, and desirability of Stafford Crest. Those covenants, conditions, restrictions, easements, and reservations, shall run with the Property and shall be a burden upon and a benefit to the Property and binding upon any person, firm, corporation or entity of any kind whatsoever acquiring or owning an interest in the Property or any part thereof, and their respective lessees, guests, heirs, executors, personal representatives, successors and assigns. Acceptance of an interest in any portion of the Property shall be deemed acceptance of the terms and provisions of this Declaration. ARTICLE I. DEFINITIONS 1.1 Association The term "Association" shall mean and refer to the LaCrosse Homeowners Association, an association of Lot Owners of Stafford Crest acting collectively in accordance with its governing documents and this Declaration. The Association shall use the name "LaCrosse Homeowners Association" because the Property is popularly known as LaCrosse, even though 1 W:\wpdocs\98034\005\c1a0157.doc 12/17/98-2:42 PM the Maps recorded with the King County Department of Records and Elections and this Declaration use the name Stafford Crest. 1.2 Association Action The term "Association Action" shall mean and refer to a resolution of the Association in the form of either a bylaw or resolution duly passed by either the Board or by the Members of the Association at a Members' meeting. 1.3 Board The term "Board" shall mean and refer to the Board of Directors of the Association (or such other governing body the Association shall form) which shall have all powers authorized by this Declaration and the governing documents of the Association. 1.4 Building The term "Building" shall mean and refer to any building or structure constructed or located in Stafford Crest and all appurtenances thereto. 1.5 Common Area The term "Common Area" shall mean and refer to those portions of Stafford Crest (and all improvements thereon) owned or held in equal and undivided ownership by the Lot Owners, except any streets or other areas dedicated or conveyed to a governmental entity for public use, and easements granted to Lot Owners for landscaping for the common use and benefit. The Common Area shall include, but is not limited to Tracts A, B & C as shown on the face of the Map. The Developer may add to or subtract from the Common Area during the Development Period as defined in Section 4.1 by an amendment to this Declaration. In the event the Common Areas described on the recorded Map are different from those described herein, the Common Areas described on the Map shall be deemed the Common Areas unless this Declaration has been amended or modified to change the Common Areas shown on the Map. 1.6 Developer The term "Developer" shall mean and refer to SSHI, LLC, a Delaware limited liability company, or a person or entity to which they assign their rights as Developer. 2 W:\wpdocs\98034\005\cla0157.doc 12/17/98-2:42 PM 1.7 Lot The term "Lot" shall mean and refer to any one of the residential lots located within the Property as shown on the Map. If any additional property is hereafter made subject to this Declaration pursuant to the provisions of Article III, each tract comprised of a buildable legal lot contained therein shall be considered to be a Lot as defined in this Section 1.7. 1.8 Lot Owner The term "Lot Owner" shall mean and refer to the record owner, whether one or more persons or entities, of any Lot, including any persons or entities purchasing a Lot pursuant to the terms of a recorded real estate contract, but excluding those persons or entities having an interest in any Lot merely as security for the performance of an obligation. The Developer shall be the Lot Owner until it sells the Lot. 1.9 Map The term "Map" shall mean the maps of the Property recorded with the King County Department of Records and Elections under Auditor's File No. and any subsequent Maps of divisions of Stafford Crest which are recorded. 1.10 Member The term "Member" shall mean and refer to every Lot Owner who, as a result of such ownership, holds a membership in the Association with rights and responsibilities as set forth herein and in the governing documents of the Association. Each Lot shall have one (1) membership inseparably appurtenant to it. 1.11 Property The term "Property" shall mean the Property referred to herein as Stafford Crest as more specifically described in Exhibit A, attached hereto and by this reference made a part hereof. The description of the Property may be amended from time to time pursuant to Article III. l 1.12 Declaration The term "Declaration" shall mean and refer to this Declaration of Protective Covenants, Restrictions, Easements and Reservations for the Plat of Stafford Crest Division 1 and Any Subsequent Divisions. 3 W:\wpdocs\98034\005\c1a0157.doc 12/17/98-2:42 PM 1 ARTICLE II. STAFFORD CREST 2.1 Stafford Crest This Declaration shall initially subject the Property, the Buildings and other improvements constructed and to be constructed thereon, and the Common Areas, all of which shall be known as Stafford Crest, to its provisions. In the event that Developer subjects additional property to this Declaration pursuant to Article III hereof, all such properties shall collectively be known as Stafford Crest. ARTICLE III. PHASED DEVELOPMENT 3.1 Subsequent Development 9 P Developer reserves for itself, its successors or assigns, the right, by adoption of amendments to this Declaration, to subject additional properties to this Declaration or to withdraw undeveloped property from it. If the Developer elects to subject additional property to this Declaration, Developer shall grant to the Lot Owners of such additional properties (and Developer, if applicable) all of the rights and benefits to which Members of the Association are entitled. 3.2 Consent to Adding or Subtracting Properties Developer may subject additional properties to this Declaration at any time prior to termination of the Development Period as defined in Section 4.1. Developer may also withdraw any undeveloped properties from this Declaration at any time prior to termination of the Development Period. Each Lot Owner appoints and constitutes the Developer as his attorney-in-fact to adopt and file amendments to this Declaration necessary to add or subtract such properties. The original Stafford Crest Lot Owners shall be benefited by any Common Area on additional property the Developer elects to add to Stafford Crest, either through Association ownership and control of said additional property Common Area or by easements of use and enjoyment in favor of said original Lot Owners on said additional property Common Area. The Lot Owners of such property added by Developer to Stafford Crest shall have an easement for use and enjoyment of the existing Stafford Crest Common Area and shall have all the obligations to pay the cost of maintaining the Common Area as provided herein. The Developer may extend existing easements and may create new easements over the Lots still within Developer's control so as to provide access to and service to the additional properties. Neither the Association nor any Lot Owners shall have any right in any additional property nor shall this Declaration have any effect on such additional property until it is subjected to this Declaration by adoption of an amendment to this Declaration specifically describing such additional property. 4 W:\wpdocs\98034\005\c1a0157.doc 12/17/98-2:42 PM 3.3 Rights and Obligations The Lot Owners of properties added to Stafford Crest (including Developer, if applicable) shall be Members of the Association, and shall be entitled to all benefits and subject to all obligations of a Member, including, but not limited to, the right to vote in Association elections and the obligation to pay assessments as set forth herein. 3.4 No Requirement to Include Additional Properties Nothing contained in this Declaration shall be construed to require the Developer to subject additional properties to this Declaration. ARTICLE IV. DEVELOPMENT PERIOD; DEVELOPER'S RIGHTS DURING DEVELOPMENT PERIOD 4.1 Development Period The term "Development Period" shall mean that period of time from the date of recording this Declaration until the date when all original Lots have been sold, or, if additional properties shall have been subjected to this Declaration, then until the date when all original and additional Lots have been sold, but in any event the Development Period shall terminate ten (10) years after the recording of this Declaration. Notwithstanding the foregoing, the Developer, at its option, may elect to terminate the Development Period at any time by recording with the King County Department of Records and Elections a Notice of Termination of Development Period referencing this Declaration and stating that the Development Period is terminated. 4.2 Developer's Authority During Development Period Until the termination of the Development Period, the Developer hereby reserves for itself, its successors or assigns, all of the rights, powers and functions of the Association, or the Board thereof, which shall be exercised and/or performed solely by the Developer. Upon termination of the Development Period, administrative power and authority for management of the Property shall pass to the Board of Directors and Members as provided herein and in the Bylaws. 5 W:\wpdocs\98034\005\c1a0157.doc 12/17/98-2:42 PM ARTICLE V. THE LACROSSE HOMEOWNERS ASSOCIATION 5.1 Establishment There is hereby created an association to be called "LaCrosse Homeowners Association." The Association shall be a nonprofit corporation formed and operated pursuant to RCW 24.03 and RCW 64.38. The Association shall use the name "LaCrosse Homeowners Association" because LaCrosse is the common market name associated with the Property. 5.2 Voting Each Member shall be entitled to cast at any meeting of the Association one vote for d each Lot owned by that Member. If any Lot is owned by more than one (1) person or entity, the Owners thereof shall appoint one (1) person to serve as the voting Member and shall file a written statement with the Board signed by all of the Lot's Owners naming the voting Member. Any such designation of a voting Member shall be revoked automatically when the Board receives a subsequent notice signed by all of the Lot's Owners designating another voting Member, when the Board receives notice of the death or judicially declared incompetency of any of the Lot's Owners, or when any of the Lot's Owners conveys its interest in such Lot. The Association may suspend voting rights of any Member as provided in this Declaration or the governing documents of the Association. 5.3 Proxies Members may vote at any meeting of the Association in person or by proxy. A proxy must be in writing, signed by the designated voting Member for the Lot and filed with the Board in advance of the meeting at which such vote is taken. No Lot Owner may revoke any proxy given by a Member to or in favor of a holder of indebtedness secured by any recorded first mortgage (meaning a mortgage with priority over all other mortgages) upon the Member's Lot, without the prior written consent of the holder of such indebtedness. ARTICLE VI. BYLAWS OF THE ASSOCIATION 6.1 Adoption of Bylaws and Amendments Prior to the termination of the Development Period, the Developer, acting pursuant to its authority to act on behalf of the Association, shall adopt Bylaws. During the Development Period, Developers shall have sole authority to amend the Bylaws. After termination of the Development Period, except as expressly provided to the contrary herein, the Bylaws of the Association ("Bylaws") may be amended from time to time by a vote of not less than seventy percent (70%) of the votes of all Members (including Developer, if applicable), at any regular or special meeting of the Association duly called for that purpose. 6 W:\wpdocs\98034\005\cla0157.doc 12/17/98-2:42 PM 6.2 Initial Board of Directors The Developer shall designate the members of the initial Board. The initial Board shall serve until the Developer transfers the management and administration of Stafford Crest to the Board elected by the Members pursuant to the Bylaws after termination of the Development Period. Except as specifically provided herein to the contrary, the initial Board shall have the right to exercise all powers and perform all functions of the Board. ARTICLE VII. MANAGEMENT OF COMMON AREAS 7.1 Control The Developer shall have and hereby reserves for itself, its successors, and assigns, an easement for the right, during the Development Period and any period thereafter in which Developer is a Lot Owner, to utilize the Common Area for its business uses and purposes, including, but not limited to, uses and purposes related to the construction, promotion and development of Stafford Crest. Upon termination of the Development Period, said Developer's easement shall automatically terminate. Control and the management and administration of the Common Area shall vest in the Association at the end of the Development Period subject to the Developer's aforementioned rights of use. 7.2 Costs Until the termination of the Development Period, the Developer shall pay all costs of maintaining and operating the Common Area in excess of the funds collected by the Association under Section 10.3. After termination of the Development Period, the Association shall pay all costs of maintaining and operating the Common Area. 7.3 Additional Properties If additional properties are subjected to this Declaration pursuant to Article III, Developer shall have an easement as described in Section 7.1 on the Common Areas located therein. Upon termination of the Development Period, said Developer's easement shall automatically terminate. Thereafter, the Association shall be responsible for the management, maintenance and administration of such Common Areas. Costs of maintaining and operating the Common Areas located in additional properties shall be paid as provided in Section 7.2. 7.4 Dedication to Governmental Entities Until the termination of the Development Period, Developer reserves the right to withdraw any undeveloped part of the Property from this Declaration and to dedicate, transfer 7 W:\wpdocs\98034\005\c1a0157.doc 12/17/98-2:42 PM or convey to any state, county, municipal or other governmental entity any such part of the Property. The rights reserved to Developer in this Section 7.4 shall be exercised by Developer at Developer's sole discretion. ARTICLE VIII. PROPERTY RIGHTS IN THE COMMON AREA 8.1 Ownership; Association Control of Common Area The Association owns and, through its Board of Directors, has all rights to manage and control the Common Areas. 8.2 Restrictions on Use of Common Areas Except with regard to utility easements, the following restrictions apply to activities within the Common Areas: (a) there shall be no removal of natural vegetation, specifically including trees, except in emergency or dangerous situations subject to the approval of King County; (b) there shall be no fires permitted within the Common Areas; (c) there shall be no buildings or structures, whatsoever, placed or constructed within the Common Areas except (i) as necessary for proper functioning of the storm drainage on or onto Tract A; (ii) the children's play equipment and/or sports facilities on Tract B; (iii) structures necessary for access over Tract and Tract ; (iv) entry monuments on Common Areas or easements; (d) the Common Areas may be used only by Members and their guests; and (e) the Common Areas shall not be used for dumping of grass, rocks, dirt and/or other materials. These restrictions are intended to protect the Common Areas for the mutual benefit of all Lot Owners. 8.3 Other Restrictions The Common Area shall also be subject to the other restrictions, limitations and reservations contained or provided for in this Declaration or the Bylaws. ARTICLE IX. ALLOCATION OF MAINTENANCE RESPONSIBILITIES 9.1 Association Responsibilities The Association shall maintain the Common Area as required or advisable. Maintenance of surface water drainage systems shall include, but is not limited to, regular periodic inspection and cleaning of culverts, catch basins, ponds, dams, oil/water separators and retention/detention facilities and repair, replacement or reconstruction of all such facilities. Maintenance of the children's play equipment and/or recreation facilities shall include, but is not limited to, repair, replacement, painting and renovation. The Association may provide 8 W:\wpdocs\98034\005\cla0157.doc 12/17/98-2:42 PM it such additional common maintenance which it determines to be in the best interest of the Lot Owners. 9.2 Lot Owners' Responsibilities Each Lot Owner shall maintain his respective Lot and the Building and other improvements located thereon in the same condition as a reasonably prudent homeowner would maintain his own home so that the Property will reflect a high pride of ownership. If any Lot Owner fails to provide the initial landscaping or to maintain his Lot or the Building or landscaping thereon to the standards set forth above, the Association, after approval by two- thirds (2/3rds) vote of the Board, may notify said Lot Owner in writing of the maintenance required. If said notice is delivered to the nonperforming Lot Owner and the noted condition is not remedied after a period of thirty (30) days, the Association, through its agents and employees, may enter upon said Lot and provide such maintenance, and levy an assessment against the nonperforming Lot Owner and his Lot for the costs of providing said maintenance. Said assessment shall constitute a lien against the Lot owned by the nonperforming Lot Owner, and may be collected in the same manner as any other annual or special assessment as hereinafter provided. If said assessment is not paid within thirty (30) days after it is levied, the Association shall have all the remedies for collection as provided in Article X of this Declaration. Each Lot Owner shall further comply with the maintenance obligations of Article XII hereof. ARTICLE X. COVENANT FOR MAINTENANCE ASSESSMENTS 10.1 Creation of Lien and Personal Obligation of Assessment Each Lot Owner is deemed to covenant and agree to pay to the Association all common expenses assessed against his Lot by the Association by acceptance of a deed or other instrument of conveyance, whether or not it shall be so expressed in any such deed or other instrument. Common expenses include, but are not limited to: (a) annual assessments or charges, and (b) special assessments. Said annual and special assessments, together with interest therein and costs of collection thereof(including reasonable attorneys' fees), shall be a charge on the Lot and shall be a continuing lien upon the Lot against which each such assessment is made. Each such assessment, together with such interest and costs of collection, shall also be the personal obligation of the Lot Owner owning the Lot when the assessment is due. There shall be no assessment on any Lot until after the initial transfer of the Lot. The personal obligation for delinquent assessments shall not pass to the Lot Owner's successors in title unless the lien for such delinquent assessment has been properly recorded prior to transfer of title or unless expressly assumed by the transferee. Provided, however, that in the case of a sale of any lot which is charged with the payment of an assessment or assessments payable in installments, the person or entity who is the owner immediately prior to the date of any such sale, shall be personally liable only for the amount of the installment due prior to said sale. 9 W:\wpdocs\98034\005\cla0157.doc 12/17/98-2:42 PM i l' The new owner shall be personally liable for installments which become due on or after said sale. 10.2 Purpose of Assessments 1 The assessments levied by the Association shall be used exclusively for the purpose of promoting the health, safety and welfare of the Members thereof, their guests and invitees, and shall be used to improve, protect, operate and maintain the Common Areas and provide for performance of the duties of the Board. 10.3 Initial Assessment; Annual Assessments At the time of the initial closing of the sale of each Lot, the escrow agent shall collect from each Lot Owner, a start up contribution to the Association in the amount of$250 (which shall be used to reimburse Declarant for the set-up of the Common Areas and maintenance and operating expenditures during the Development Period). Unless changed by a vote of seventy percent (70%) of the Members, the initial annual assessment (which is an additional charge to the start up contribution) shall not be in excess of$150 per year and shall be prorated for any partial year at the time of the purchase of the Lot and shall be collected by the escrow agent at the closing of the purchase of the Lot. Each year the Board shall assess each Lot Owner for an annual assessment in an amount which, in the aggregate is sufficient to meet the obligations of the Association. Commencing on January 1 following the termination of the Development Period and continuing each year thereafter, the annual assessments shall not be increased by more than fifteen percent (15%) without the approval of seventy percent (70%) of the Members voting at a meeting duly called for such purpose. Notwithstanding the provisions set forth above, the Declarant shall not be liable for any fees or assessments assessed or due prior to the termination of the Development Period. 10.4 Estimated Assessments Within sixty (60) days prior to the beginning of each calendar year or such fiscal year as the Board may adopt, the Board shall (a) estimate the annual assessments and special assessments for the Lots to be paid during such year; (b) make provisions for creating, funding and maintaining reasonable reserves for contingencies and operations, for maintenance repair, replacement and acquisition of Common Areas and/or (c) take into account any expected income and any surplus available from the prior year's operating fund. If the estimated cash requirement proves inadequate for any reason, including nonpayment of any Lot Owner's assessment, a further assessment may be levied during that fiscal year upon a majority vote of the Board. 10 W:\wpdocs\98034\005\c1a0157.doc 12/17/98-2:42 PM I Written notice of the annual assessments shall be sent to every Lot Owner. The Board's failure to fix the assessments for the next year before the expiration of any year shall not be deemed a waiver or modification in any respect of the provisions of this Declaration, or a release of any Lot Owner from the obligation to pay the assessments, or any installment thereof, for that or any subsequent year, but the assessment fixed for the preceding year shall in that event continue until a new assessment is fixed. 10.5 Payment By Owners Each Lot Owner shall be obligated to pay its annual and special assessments to the Treasurer of the Association. Annual assessments shall be paid in full on or before the annual due date established by the Board. Special assessments shall be paid annually or in equal monthly installments or before the first day of each month during each year or at such time and in such other reasonable manner as the Board designates. 10.6 Limitation on Use All funds collected hereunder shall be expended for the purposes designated herein. 10.7 Record of Assessments The Association shall keep an accurate record of its receipt and expenditures in chronological order. Such record shall specify and itemize the operation, maintenance, replacement and repair expenses of the Common Area and any other expenses incurred. Records and vouchers authorizing such payments shall be available for examination by the Lot Owners for any proper purpose at any reasonable time. 10.8 Special Assessments In addition to the annual assessments authorized above, the Association may levy in any fiscal year as the Board designates, a special assessment for the purposes of defraying, in whole or in part, the cost of any construction, reconstruction, repair, acquisition or replacement of a capital improvement upon the Common Areas, including fixtures and personal property related thereto, provided that any special assessment levied against all Lot Owners shall not be in excess of$5,000, except upon a majority vote of the Lot Owners, or in excess of$25,000 except upon a seventy percent (70%) affirmative vote of the Members at a meeting duly called for said purpose. The Board may also levy a special assessment against one (1) or more Lot Owners who are in violation of Articles IX, XII, XIII or other provisions of this Declaration. The limitation on maximum annual assessments and special assessments shall not apply to an assessment levied against a Lot Owner which is imposed by the Board to reimburse the Association for costs incurred in bringing the Member or the Lot owned by the Member into compliance with the provisions of this Declaration or the Bylaws. 11 W:\wpdocs\98034\005\c1a0157.doc 12/17/98-2:42 PM 10.9 Uniform Rate of Assessment Both annual and special assessments must be fixed at a uniform rate for all Lots except for assessments against a specific Lot Owner imposed by the Board to reimburse the Association for costs incurred in bringing the Member or Lot into compliance with the provisions of this Declaration or the Bylaws. 10.11 Default in Payment of Assessment--Remedies If any assessment is not paid within thirty (30) days after it is first due and payable, such assessment shall bear interest at the highest rate permitted by law, or if no limitation is imposed by law, at eighteen percent (18%) per annum, from the date on which it was due until paid. In the event any annual or special assessment remains delinquent for more than thirty (30) days, the Board may, upon fifteen (15) days' written notice to the Lot Owner, accelerate and demand immediate payment of the delinquent assessment, and any assessments which the Board reasonably determines will become due during the next succeeding twelve (12) months. If the assessments and any accrued interest is not paid in full within fifteen (15) days of the date of the notice, the Association may bring an action against the person or entity personally obligated to pay such assessment and/or record a lien for the amount of the assessments plus interest and attorney fees and costs incurred or estimated to be incurred in enforcing the lien with the county in which the Lot is located. The lien may be foreclosed in the same manner as a real property mortgage. Suit to recover a money judgment for unpaid assessments or charges can be maintained against the Lot Owner in conjunction with or separate from foreclosure of the lien. The notice of assessment shall not be filed of record unless and until the Board has delivered to the defaulting Lot Owner a notice of the intent to file the lien. 10.12 Foreclosure of Assessment Lien; Attorney's Fees and Costs The Declarant or Board may initiate action to foreclose the lien of any assessment on behalf of the Association. In any action to foreclose a lien against the Lot for nonpayment of delinquent assessments or charges, any judgment rendered against the Lot Owner in favor of the Association shall include a reasonable sum for attorney fees and costs and expenses reasonably incurred in preparation for and pursuit of such action in addition to taxable costs permitted by law. The Association shall be entitled to reimbursement for all its attorney fees whether said attorney fees are incurred in negotiation, arbitration, litigation, foreclosure or collection action, bankruptcy or appeal. 10.13 Homestead Waiver Each Lot Owner hereby waives, to the extent of any liens created pursuant to this Declaration, the benefit of any homestead or exemption law in effect at the time any 12 W:\woo.\98034\005\cla0157.doc 12/17/98-2:42 PM assessment becomes delinquent or any lien is imposed pursuant to the terms of this Declaration, and hereby waives the right to claim such homestead or exemption prior to payment in full of all delinquent assessments. 10.14 Curing of Default If the Lot Owner cures the default prior to foreclosure of the lien of assessment, the Board shall file and record a satisfaction and release of lien. The Board may assess a fee of $50 to cover the cost of preparation and recording of said satisfaction of lien. Said amount shall be paid prior to the filing of the satisfaction of lien. The notice of satisfaction of lien may be executed by any authorized representative of the Board. 10.15 Continuing Liability for Assessments No Lot Owner may exempt himself from his liability for annual or special assessments by abandonment of his Lot or abandonment of the use of any Common Area. 10.16 Exempt Property The following property is exempt from the assessments created herein: (a) all properties dedicated to and accepted by local public authority; (b) all Common Areas; and (c) all properties owned by a charitable or nonprofit organization exempt from taxation by the laws of the State of Washington. However, the land or improvements devoted to dwelling use shall not be exempt from said assessment. 10.17 Rights of Board--Waiver of Lot Owners Each Lot Owner hereby vests in and delegates to the Board or its duly authorized representatives, the right and power to bring all actions at law, including lien foreclosures, whether judicially or by power of sale or otherwise, against any Lot Owner for collection of the delinquent assessments in accordance herewith. Each Lot Owner hereby expressly waives any objection to the enforcement in accordance with this Declaration, of the obligation to pay annual and special assessments as set forth herein. 10.18 Subordination of the Lien to Mortgages The lien of the assessments provided for herein shall be subordinate to the lien of any first mortgage now or hereafter placed on any Lot. Sale or transfer pursuant to a decree of foreclosure of any Lot which is subject to such first mortgage shall extinguish the lien of such assessments as to payments which become due prior to such sale or transfer. No such sale or transfer shall relieve such Lot Owner from personal liability for any assessment due nor shall 13 W:\wpdocs\98034\005\c1a0157.doc 12/17/98-2:42 PM any Lot be relieved from paying assessments becoming due after foreclosure of the lien thereof. ARTICLE XI. ARCHITECTURAL CONTROL AND BUILDING AND CONSTRUCTION RESTRICTIONS 11.1 Establishment An Architectural Control Committee is hereby established as a special committee of the Board. The Architectural Control Committee shall review all proposed construction for compliance with the Architectural Controls listed in this Article. The Developer hereby reserves for itself, its successors and assigns, the right to exercise any and all powers and controls given to the Board or its authorized representatives as enumerated in Section 11.2 herein until the Architectural Control Committee is terminated. The original Architectural Control Committee ("Committee") is comprised of: Rick Lawton SSHI, LLC 16016 180th Place NE Bothell, Washington 98011 Matt Farris SSHI, LLC 16016 180th Place NE Bothell, Washington 98011 Dan Lungren SSHI, LLC 16016 180th Place NE Bothell, Washington 98011 �. A majority of the Committee may designate a representative to act for it. In the event of death or resignation of any member of the Committee, the remaining members shall have full authority to designate a successor or to act alone. Neither the members of the Committee nor its designated representative, shall be entitled to any compensation for services performed as a member of the Committee unless authorized by a two-thirds (2/3rds) vote of the Board. The term of office of the above-designated Committee shall terminate automatically upon the sale or conveyance of the last initial Lot owned by Developer, if not sooner terminated by Developer in the same way that the Development Period can be terminated by Developer pursuant to Section 4.1 herein. The Architectural Control Committee may continue, even after termination of the Development Period, if the Developer elects to terminate the Development Period before it has sold all of its Lots but does not elect to terminate the Architectural Control Committee. 14 W:\wpdocs\98034\005\c1a0157.doc 12/17/98-2:42 PM 11.2 Committee At the termination of the Development Period, the Board or a committee of the Board shall appoint a Design Review Committee. The Design Review Committee shall consist of three (3) or more Lot Owners. The Design Review Committee shall have all the powers and authority of the Architectural Control Committee and any reference in this Declaration to the Architectural Control Committee shall also refer to the Design Review Committee. The Committee must give its written approval before any person may erect, place or alter any Building, fence or other improvement on any Lot, or landscape any Lot. The Committee shall grant written approval upon two-thirds (2/3) affirmative vote of the Committee. In seeking such approval, a Lot Owner or prospective Lot Owner shall submit one copy of materials adequate to allow review of a proposed action for each Committee member, plus one additional copy for the files of the Committee. Submittals must include, at minimum: (i) site plan; (ii) exterior elevations (all sides); (iii) color board showing all exterior colors and materials; and (iv) landscape and exterior lighting plan. The Committee may request additional details. The Committee shall approve or disapprove of such plans within thirty (30) days of said submittal. The Committee's decision shall be in writing. The Committee shall have the right to approve a proposal subject to compliance with conditions established by the Committee. If the Committee fails to approve or disapprove a plan within the thirty (30) day period, approval shall not be required, and this Article shall be deemed to have been fully complied with. The decisions of the Committee are final. 11.3 Criteria The Architectural Control Committee shall consider the following criteria in approving or rejecting the plan submitted to it: (a) the harmony of the external design, color and appearance of the proposal in relationship to the surrounding neighborhood; (b) the location of the proposed building on the lot in regard to slopes, soil conditions, existing trees and vegetation, roads and services, existing buildings and adjoining lots and buildings thereon; and (c) the compliance of the proposal with the covenants contained in this Declaration and any rules and regulations promulgated pursuant to this Declaration. 11.4 Exterior Finish The exterior of all structures shall be designed, built and maintained in such a manner to blend with the natural surroundings and existing structures within Stafford Crest. Siding options shall consist of solid wood product or approved wood by-product, stucco or brick. All exterior paint colors shall be consistent with surrounding structures. No primary, reflective or fluorescent colors shall be used in any structure. Exterior trim, fences, doors, railings, decks, eaves, gutters and the exterior finish of garages and accessory buildings, if allowed, shall be designed, built and maintained to be compatible with the exterior of the structures they adjoin and the structures on adjacent lots. All structures shall be completed as to exterior 15 W:\wpdocs\98034\005\cla0157.doc 12/17/98-2:42 PM I appearances, including finish painting within nine (9) months from the date construction is commenced which shall be defined for the purposes of this paragraph as the date the foundation is poured. 11.5 No Liability The Members of the Architectural Control Committee shall have no personal liability for any action or decision made by the Committee. By acceptance of a deed to any Lot, the Lot Owner agrees and covenants not to maintain any action against any Member of the Architectural Control Committee which seeks to hold that Member personally or individually liable for damages relating to or caused by any action or decision of the Committee. 11.6 Building and Construction Restrictions All Buildings on a Lot are subject to the following restrictions: 11.6.1 Single Family Residence. Only one (1) single-family residence ("house") may be constructed or permitted to remain on a Lot. No such house shall include less than 1400 square feet of living space (exclusive of a porch, patio, garage or other accessory building). 11.6.2 Exterior Walls. Exterior walls shall be clad with materials appropriate to the architectural style and are limited to (i) brick; (ii) stone; (iii) solid wood or approved wood by products; (iv) stucco; and (v) cement board siding product. All visible remaining 1 masonry shall be native stone or brick. Aluminum or vinyl siding is not permitted. 11.6.3 Exterior Colors. Exterior colors shall be compatible with the existing structures in the development as well as the architectural style of any Building. Masonry materials should be compatible with other colors on the house. No primary, reflective or fluorescent colors shall be used on any structure. 11.6.4 Fences. No fences, walls, hedges or mass plantings, other than foundation planting, shall be permitted to extend nearer to the street than the minimum setback line required by ordinance; provided, however, that nothing shall prevent the erection of a necessary retaining wall; provided further that no fence, wall, hedge or mass planting shall at any time shall extend higher than six (6) feet above the ground, except for necessary retaining walls or rockeries which conform to the King County Building Codes. No wire fences shall be used unless approved by the Architectural Control Committee. The finished side of all fences shall face the exterior of the Lot and shall be painted or finished to match or blend with the existing appurtenant structures. 16 W:\wpd ocs\98034\005\c 1 a0157.d oc 12/17/98-2:42 PM I T 11.6.5 Other Structures. Exterior trim, fences, doors, railings, decks, eaves, gutters and the exterior finish of garages and accessory buildings, if allowed, shall be designed, built and maintained to be compatible with the exterior of the structures they adjoin. 11.6.6 Prefabricated Buildings. No prefabricated buildings or structures of any nature whatsoever, specifically including mobile homes, permanent or temporary, shall be moved, placed, constructed or otherwise maintained on any Lot. 11.6.7 Lighting. All area lighting shall be designed and positioned to ensure that the light source is not visible from any other house in the development. 11.6.8 Temporary Occupancy and Temporary Buildings. No trailer, recreational vehicle, boat, basement of any incomplete building, shed, tent, shack, garage or barn and no temporary buildings or structures of any kind shall be used at any time for a residence, either temporary or permanent. Temporary buildings or structures used during construction of the improvement of any Lot shall be removed immediately after completion of construction or upon request of the Architectural Control Committee, whichever occurs first. 11.6.9 Storage Sheds and Outside Storage. No storage, buildings or sheds, whether prefabricated metal or any other construction whatsoever, whether permanent or temporary, shall be moved, placed, assembled, constructed or otherwise maintained on any lot unless approved by the Architectural Control Committee. 11.6.10 Landscaping. Landscaping of the Lot on which such house is constructed shall be fully completed within nine (9) months of the start of construction. The building area shall be kept reasonably clean during the construction period. Landscaping shall emphasize plantings and other features which shall complement and enhance the native existing character of Stafford Crest. Each Lot Owner shall ensure that their landscaping is maintained to provide a neat and attractive appearance. 11.6.11 Topography. The topographic conditions of any Lot shall not be , altered in any way that would adversely affect or obstruct the approved and constructed storm lo drain system and surface flows without the written consent of the Board. 11.6.12 New Construction. All Buildings shall be of new construction (except used brick, siding or similar decorative materials may be used). 11.6.13 Utility Service. No outdoor overhead wire or service drop for the distribution of electric energy or for telecommunication purposes, nor any pole, tower or other structure supporting said overhead wires shall be erected, placed or maintained on the Property. 17 W:\wpdocs\98034\005\c1a0157.doc 12/17/98-2:42 PM 11.6.14 Contractor. No house may be constructed on any Lot by other than a contractor licensed as a general contractor under the statutes of the State of Washington without the prior approval of the Architectural Control Committee. 11.6.15 Oil Drilling, Etc. No oil drilling, oil development operations, oil refining, quarrying or mining operations of any kind shall be permitted upon or in any Lot, nor shall oil wells, tanks, tunnels, mineral excavations, or shafts be permitted upon or in any Lot. No derrick or other structure designed for use in boring for oil or natural gas shall be erected, maintained, or permitted upon any Lot. 11.6.16 Effect of Committee Approval. No buildings shall be constructed or caused to be constructed on any Lot unless the Committee has approved the plans as provided above. The Committee's approval of any plan shall not constitute any warranty or representation by the Committee, the Board or any of their Members that such plans were examined or approved for engineering or structural integrity or sufficiency or compliance with the applicable governmental laws, codes, ordinances and regulations. Each Lot Owner hereby releases any and all claims of any nature whatsoever against any member of the Architectural Control Committee, the Board, and the Association, their heirs, successors and assigns related to the engineering, structural integrity, sufficiency, compliance of any plans approved by the Committee. 11.6.17 Completion of Construction. The exterior of any Building constructed or placed on any Lot hereunder shall be completed, including exterior finish, paint and trim, within nine (9) months from the start of construction so as to present a finished appearance when viewed from any point, unless completion is delayed by acts of God or labor stoppages not attributable to the fault of the Lot Owner. All work shall be prosecuted diligently and continuously from the start of construction until the house is fully completed and painted. No Lot Owner shall reside on any Lot except in a residential dwelling constructed or placed thereon that shall have received a certificate of occupancy or analogous certification from the county in which it is located or any successor governmental entity with jurisdiction. 11.6.18 Commencement of Construction. Construction shall not commence until a building permit and any other applicable permits or approvals from the appropriate public agency or agencies are obtained. All Buildings constructed hereunder shall conform to the applicable building code(s) then in effect. Construction of any structure or performance of any other act requiring approval of the Committee must begin within one hundred eighty (180) days after it is approved. If such construction or performance is not begun within such period, the approval shall lapse and be void. The applicant must obtain further review and approval by the Committee prior to commencement or performance. The Committee may disapprove, condition or require changes in the project upon such further review. 18 j W:\wpdocs\98034\005\c1a0157.doc 12/17/98-2:42 PM it' 11.6.19 Delay of Completion--Fine During Development Period. During the Development Period, if improvements on any Lot are not completed so as to present a finished exterior appearance within one (1) year after purchase from the Developer, unless completion is delayed by acts of God or labor stoppages not attributable to the fault of the Lot Owner, such Lot shall be assessed Three Thousand Dollars ($3,000). Such assessment shall be payable to Developer, who may collect it pursuant to Article X. This assessment is intended to encourage the prompt development of Stafford Crest, enhance the value of other Lots, compensate the Developer for lost sale opportunities, and prevent the reduction in value of other Lots within Stafford Crest that will occur if each Lot is not promptly developed. Developer will not review plans until such assessment is paid, and if an assessment is outstanding, the failure of the Developer to review plans shall not be deemed approval thereof. ARTICLE XII. EXTERIOR MAINTENANCE 12.1 Lot Owners' Obligations Each Lot Owner shall maintain the exterior of his Lot, including the Building, in good condition and repair, adequately painted or otherwise finished. The Committee may determine when such exterior maintenance is required in order to maintain the well kept, neat appearance of all Lots in Stafford Crest. Such determination shall include, but not be limited to, the need to: (a) Paint any Building or fence; (b) Repair or replace items such as windows, roofs, fences, or alarm systems; (c) Maintain and keep up lawn areas and landscaping; (d) Repair and maintain all roof drains and area storm drains; or (e) Remove recreational vehicles, trailers or camper tops left on the Lot as provided in Article XIII hereof. 12.2 Color Approval The Committee shall approve the color of paint to be used on any building or fence in the same manner outlined in Section 11.2. 12.3 Roof Approval The Committee shall approve the type and the color of roofing materials used in the replacement or repair of roofs in the same manner outlined in Section 11.2. 19 W:\wpdocs\98034\005\c1a0157.doc 12/17/98-2:42 PM 12.4 Landscaping Approval The Committee shall regulate and control the removal of trees which are greater than six (6) inch diameter measured four (4) feet from the ground from the Property. A Lot Owner shall not remove any trees from his Lot without the prior written approval of the Committee as outlined in Section 11.2. In no event shall a Lot Owner remove trees from the Common Area without the written approval of the Committee. ARTICLE XIII. PROPERTY USE RESTRICTIONS 13.1 Business and Commercial Use of Property Prohibited No trade, craft business, profession, commercial or manufacturing enterprise or business or commercial activity of any kind which constitutes an annoyance to the neighborhood, the evidence of which is visible from the exterior of the building on the Lot or which increases traffic beyond usual residential volumes within the Property, shall be conducted or carried on upon any Lot or within any building located within the Property. The Association shall have final authority to determine if business conducted on a Lot is in compliance with this Section. 13.2 Nuisance Prohibited No noxious or offensive activities shall be carried on, in or upon any Lot, nor shall anything be done therein which may be or become an annoyance or nuisance to other Lot Owners. 13.3 Signs No sign of any kind shall be displayed to the public view on any Lot without the prior written approval of the Board, except (a) customary name and address signs, (b) "For Sale" or "For Rent" signs of no more than six (6) square feet in size advertising the Lot for sale or rent, which signs must be removed promptly after sale or lease of the residence, (c) signs required by legal proceedings (and then the sign shall be no larger than eighteen (18) inches by twenty- four (24) inches, unless mandated by statute or court order), (d) temporary signs for political advertising, garage sales, etc. (and then the sign shall be no larger than four (4) square feet and shall be in place no longer than sixty (60) days), (e) promotional and sales signs of the Developer and/or its agents, and (f) permanent monuments (entry signage) and Common Area identification signs. 20 W:\wpdocs\98034\005\c1a0157.doc 12/17/98-2:42 PM 13.4 Overnight Parking Prohibited No motor vehicles classed by manufacturer rating as exceeding one ton, recreational vehicle, mobile home, travel trailer, tent trailer, utility trailer, camper, boat, boat trailer, detached camper, camper shell or other similar vehicles or equipment may be parked, maintained, constructed, reconstructed or repaired on any Lot, Common Area or street within the Property. Notwithstanding the foregoing, any of the above described vehicles may be stored in a garage or behind the building line provided said vehicles are screened from other Lots, the street, or Common Areas and said screening device is in compliance with the rules and restrictions in this Declaration and as determined by the Committee and the Board. This paragraph shall not apply to cleaning, loading and short term parking which shall be permitted for a cumulative period not to exceed forty-eight (48) hours in any calendar month. 13.5 Motor Vehicles No automobile, motorcycle, motorbike, or other motor vehicle shall be constructed, reconstructed, repaired or rebuilt upon any Lot, Common Area or street within the Property, and no inoperable or unlicensed vehicle may be stored or parked so as to be visible from any neighboring Lot, Common Area or street; provided, however, that this Section 13.5 shall not apply to (a) emergency vehicle repairs which require less than twenty-four (24) hours to complete, and (b) vehicles parked in garages which are not visible from any Lot, Common Area, or the street. 13.6 Nuisances; Hazardous Activities; Lighting No odors or loud noises shall be permitted to arise or emit from any Lot or Common Area so as to render any such property or portion thereof, or activity thereon, unsanitary, unsightly, offensive or detrimental to any other property in the vicinity thereof or to the occupants of such property. No other nuisance or unsafe or hazardous activity shall be permitted to exist or operate upon any Lot so as to be offensive or detrimental to any other Lot or to its Owner or occupants. No firearms shall be discharged within the Property and no explosives of any kind shall be discharged or stored upon any of the Lots or permitted within the Property. No open fires shall be lighted or permitted on the Lots, except in a contained outdoor fireplace or barbecue unit while attended. 13.7 Animals A Lot Owner may keep dogs, cats and other conventional, indoor household pets subject to rules and regulations adopted by the Association. No animal may be kept, bred or maintained for any commercial purpose. No animal shall be kept in number or under conditions reasonably objectionable in a closely built-up residential community. All animals must be kept solely as domestic pets. Other animals may be kept on Lots only upon written 21 W:\wpdocs\98034\005\cla0157.doe 12/17/98-2:42 PM I approval of the Association. The Association shall have the right to exclude any animal from the Property. When not confined to the Owner's Lot, pets within the Property shall be leashed and accompanied by a person responsible for cleaning up any animal waste. No animal shall be allowed to make an unreasonable amount of noise or become a nuisance, as determined by the Board, at its sole discretion. 13.8 Trash Disposal Neither trash, debris nor rubbish of any kind shall be dumped, allowed to accumulate or maintained on any Lot or Common Area. All garbage and other waste shall be kept in appropriate sanitary containers located in appropriate areas and concealed from view. Yard waste, such as rocks, lawn and shrubbery clippings, dirt and other material resulting from landscaping work, shall not be dumped into public streets or ditches or on any of the Common Areas. The individual Lot Owner shall be solely responsible to remove and dispose of all such materials. Should any Lot Owner fail to comply with this covenant within ten (10) days following the date on which notice is mailed to him by the Association informing him of such violation, then the Association may have said materials removed and charge the expense of removal to said Lot Owner, which shall be collectible as a special assessment. No outside incinerators are allowed on any Lot. 13.9 Unsightly Conditions No Lot Owner shall permit any unsightly condition to exist on his Lot. Unsightly conditions shall include, without limitation, litter, trash, junk or other debris; inappropriate, broken, damaged or ugly furniture or plants; nondecorative gear, equipment, cans, bottles, ladders, trash barrels and other such items; and air conditioning units or other projections placed on the exterior walls of any Building. The Committee may grant a written waiver of this covenant upon application by a Lot Owner as provided in this Declaration. 13.10 Antenna An antenna, satellite dish or other device for the transmission or reception of television or radio (including ham radio) signals, or any other similar device may be located, used or maintained outdoors on any lot only if such device is screened from view from other Lots and the street. However, the Committee shall approve installation of any such device one (1) meter or less in diameter without such screening if the Lot Owner desiring to install such device demonstrates to the Committee that such screening would unreasonably delay or prevent installation, maintenance, or use of such device, unreasonably increase the cost of installation, maintenance or use of such device, or preclude reception of an acceptable quality signal. The Committee shall review and grant an exception for such device on a case-by-case basis upon written request by such Lot Owner desiring an exception. 22 W:\wpdocs\98034\005\c1a0157.doc 12/17/98-2:42 PM 13.11 Storage No storage under decks or overhangs or anywhere else on any Lot which is visible from any point outside the Lot shall be permitted. 13.12 Machinery and Equipment No machinery or equipment of any kind shall be placed, operated or maintained upon or adjacent to any Lot except such machinery or equipment as is usual and customary in connection with the construction (during residential construction only) of a Building, appurtenant structure or improvement on a Lot, and machinery and equipment customarily used in the maintenance of landscaping. 13.13 Development Activities Exempted Nothing in this Declaration shall prevent Developer, its successors and assigns, and their contractors and employees from performing, developing and marketing the Property, including erecting and maintaining such structures and signs and conducting such business as Developer deems necessary in order to accomplish such purpose. As used in this Section 13.13, "successors and assigns" specifically shall not include purchasers of Lots improved with completed residences. 13.14 Violations The Board, Developer, Lot Owner or their authorized representative shall give written notice of a violation of the restrictions of this Declaration to the Lot Owner or occupant, who shall have ten (10) days from the date of receipt of said written notice to take whatever actions are necessary to remedy said violation. If the Lot Owner or occupant fails to comply within said ten (10) day period, the Board, Developer, Lot Owner or their authorized representative may take whatever actions are necessary to bring the Lot Owner into compliance with these restrictions. The Lot Owner in violation shall be responsible for paying all costs associated with enforcing these restrictions (including attorney fees) and the Association may collect such amounts as provided in Article X. Said Lot Owners hereby grant to the Association an express easement for the purpose of enforcing these restrictions. ARTICLE XIV. EASEMENTS 14.1 Utility Easements Utility easements are granted to utility entities as shown on the Map. The utility entities shall use the easements in such manner as to minimize inconvenience to the Lot Owners, damage to the roadway and existing structures and interference with other utilities. 23 W:\wpdocs\98034\005\cla0157.doe 12/17/98-2:42 PM Said utility entities shall, at their own expense, repair any damage and restore the Property to as good a condition as existed prior to the performance of said work by said utility companies. Each Lot Owner agrees not to place locks on structures enclosing utility meters or to in any manner interfere with utility representatives' access to said meters at all times. 14.2 Maintenance of and Restrictions on Easement Areas No structure, planting or other material shall be placed or permitted to remain under, on or in any easement which shall interfere with the use of the easement or which may damage or interfere with the installation and maintenance of the roadway or utilities, or which may damage, interfere with or change the direction or flow of drainage facilities within easements for installation and maintenance of roadway, utilities and drainage facilities. ARTICLE XV. GENERAL PROTECTIVE COVENANTS 15.1 Partition No part of the Property shall be partitioned, nor shall any Lot Owner or any person acquiring any interest in the Property or any part thereof seek judicial partition, except in accordance with the express provisions of this Declaration. 15.2 Subdivision or Combination No Lot or any part of the Property shall be divided or combined except on approval of seventy percent (70%) of the Members attending a meeting of the Association duly called for that purpose. Upon such approval, the Association shall file an amendment to this Declaration as may be necessary to describe fully such combined or subdivided Lot or Lots or Property with the King County Department of Records and Elections. 15.3 Leases Any lease agreement between the Lot Owner and a lessee shall be in writing. Such lease agreement shall provide that the terms of the lease shall be subject in all respects to the provisions of this Declaration and the Bylaws, and that any failure by the lessee to comply with such terms shall be a default under the lease. If a lease agreement fails to so provide, the lessee shall still be subject in all respects to the provisions of this Declaration and the Bylaws by virtue of their being of record. 15.4 Mortgagee Protection The following provisions shall apply to and benefit each holder of a mortgage or beneficiary of a deed of trust given for the purpose of obtaining funds for the construction or 24 W:\wpdocs\98034\005\c1a0157.doc 12/17/98-2:42 PM purchase of a Building on any Lot or the improvement of any Lot ("Mortgagee" herein), notwithstanding and prevailing over any other provisions of this Declaration, the Bylaws, or any rules, regulations or management agreements: (a) Prior to the time a Mortgagee is entitled to possession of a Lot, Mortgagee shall not be personally liable for the payment of any assessment or charge, or for the observance or performance of any covenant, restriction, regulation, rule, Bylaw or management agreement, except for those matters which are enforceable by injunctive or other equitable relief, not requiring the payment of money, as hereinafter provided. (b) During the pendency of any proceeding to foreclose said mortgage or deed of trust, the Mortgagee may exercise any or all of the rights and privileges of the Lot Owner of the mortgaged Lot, including, but not limited to, the right to vote as a Member of the Association to the exclusion of the Lot Owner's exercise of such rights and privileges. (c) At such time as said Mortgagee shall become entitled to possession of the Lot, the Mortgagee shall be subject to all of the terms and conditions of this Declaration and the Bylaws, including, but not limited to, the obligation to pay for all assessments and charges accruing thereafter, in the same manner as the Lot Owner; provided, however, the Mortgagee shall acquire the title to said Lot free and clear of any lien authorized by or arising out of any provisions of this Declaration which secures the payment of any assessment for charges accrued prior to the date said Mortgagee became entitled to possession of the Lot. (d) If it is deemed necessary by the Association, any unpaid assessment against a Building foreclosed against may be treated as a common expense of the other Lots. Any such unpaid assessments shall continue to exist as a personal obligation of the defaulting Lot Owner of the respective Lot. ARTICLE XVI. MANAGEMENT CONTRACTS 16.1 Agreements The Association may enter into such agreements for the performance of any or all of the functions of the Association with such persons or entities as the Association deems fit and proper in its sole discretion. 25 W:\wpdocs\98034\005\cla0157.doc 12/17/98-2:42 PM ARTICLE XVII. INSURANCE 17.1 Liability and Hazard Insurance The Association shall obtain insurance policies as the Board deems appropriate in the best interest of the Members, including but not limited to liability insurance in the minimum amount of$1,000,000 per occurrence and $3,000,000 total coverage. All such insurance coverage shall be written in the names of each of the Members. The Developer shall bear the costs of insurance obtained by the Developer prior to conveyance of the Common Area. 17.2 Building Insurance Every Lot Owner, at his own expense, shall insure his own Building against loss or damage by fire or other casualty in an amount equal to the full replacement value thereof. Every Lot Owner shall secure liability insurance covering his Lot. 17.3 Common Area Repair and Replacement If the property covered by the insurance specified in Section 17.1 is damaged or destroyed, the Association shall (to the extent permitted by any persons or entities to whom the damaged property is pledged as collateral), upon receipt of the insurance proceeds, contract to rebuild or repair such property to as good a condition as it was in when the loss occurred. The Association may contract with any licensed contractor for reconstruction or rebuilding of such property. During the Development Period, the Developer may elect to rebuild the damaged or destroyed portions of the property to the extent it receives insurance proceeds to cover said repair or reconstruction. 17.4 Building Repair and Replacement The Lot Owner of any Building damaged or destroyed by fire or other casualty shall, upon receipt of the insurance proceeds, contract to repair or rebuild the damaged or destroyed portions of the Building in a good workmanlike manner in conformance with the original plans and specifications of said Building. The plans and specifications for said Building may be modified and said Building may be reconstructed in accordance with said modified plans and specifications if the Lot Owner secured approval in conformance with Section 11.2. If the Lot Owner refuses or fails to commence such repair or rebuilding within thirty (30) days after such damage or destruction, the Association is hereby authorized by such Lot Owner to repair and rebuild any such Building in a good workmanlike manner in conformance with the original plans and specifications. The Lot Owner shall then repay the Association the amount actually expended for such repairs. The Association shall have a lien against the Lot for such amount and the rights to collect said lien as provided in Article X. 26 W:\wpdocs\98034\005\cla0157.doc 12/17/98-2:42 PM • ARTICLE XVIII. RULES AND REGULATIONS 18.1 Association Control The Board is hereby authorized and empowered to adopt the rules and regulations governing the use of the Property and the personal conduct of the Members and their guests thereon, and to establish penalties for the infraction thereof. The Board shall notify all Lot Owners in writing within thirty (30) days of the adoption of said rules and regulations. ARTICLE XIX. ENFORCEMENT 19.1 Enforcement The Board may enforce all restrictions, conditions, covenants, reservations, liens and charges now or hereafter imposed by the provisions of this Declaration, the Articles, the Bylaws and any rules and regulations promulgated by the Board by any proceeding at law or in equity. During the Development Period, the Developer may exercise this enforcement power on behalf of the Association. 19.2 Remedies The remedies provided herein for collection of any assessment, charge or claim against any Member, for and on behalf of the Association or Developer, are in addition to, and not in limitation of, any other remedies provided by law. 19.3 Waiver The failure of the Association, the Developer, any Lot Owner or any of their duly authorized agents to insist in any one or more instances upon the strict performance of or compliance with this Declaration, the Bylaws, or rules and regulations of the Association or to exercise any right or option contained therein, or to serve notice or to institute any action or summary proceedings, shall not be construed as a waiver or relinquishment of such right for the future, such enforcement right shall continue and remain in full force and effect. No waiver of any provision of this Declaration, the Bylaws, or rules or regulations of the Association shall be deemed to have been made, either expressly or impliedly, unless such waiver shall be in writing and signed pursuant to a resolution of the Board. The receipt by the Association of payment of any assessment with knowledge of any breach of any covenant hereof shall not be deemed a waiver of such breach. 27 W:\wpdocs\98034\005\c1a0157.doc 12/17/98-2:42 PM 19.4 Costs and Attorney Fees If any authorized person or entity (including Developer) employs an attorney to enforce any provision of this Declaration, the Bylaws, Articles or rules and regulations adopted by the Association, the prevailing party in such action shall be entitled to the award of reasonable attorneys' fees and costs incurred in said action whether such fees and costs are incurred in negotiation, mediation, arbitration, litigation, appeal, bankruptcy or pre- or post- judgment collection. ARTICLE XX. AMENDMENT OF DECLARATION 20.1 Developer's Reserved Rights The Developer reserves the right and, on behalf of all Lot Owners, is hereby authorized to execute and to have recorded any amendments to this Declaration it deems necessary prior to the termination of the Development Period. All Lot Owners hereby grant to the Developer a full and complete power of attorney to take those actions and agree that said amendments shall be binding upon their respective Lots and them and their assigns to the same extent as if they had personally executed said amendments. All Lot Owners hereby acknowledge and agree that the power of attorney granted herein shall be deemed coupled with an interest and shall be irrevocable. 20.2 Amendment by Members After termination of the Development Period, this Declaration may be amended upon approval by a vote of seventy percent (70%) of the Members in attendance at a meeting duly called for said purpose. Votes shall be cast by written ballot either in person or by proxy at a meeting duly called for such purpose, written notice of which shall be sent to all Members and institutional holders of the first mortgage liens. Members may also vote by executing a document in writing consenting to said amendment, which written consent may be submitted either prior to or within ten (10) days following the date of said meeting. After such approval, the President and Secretary of the Association, for and on behalf of the Lot Owners, shall execute and record said amendment. 20.3 Power of Attorney All Lot Owners hereby grant to the Association (or Developer during Development Period) a full and complete power of attorney to take any and all actions necessary to effectuate and record any amendment and agree that said amendment when authorized and recorded as provided in this Article shall be binding upon their property and them and their respective legal representatives, heirs, successors and assigns to the same extent as if they had personally executed said amendment. All Lot Owners hereby acknowledge and agree that the 28 W:\wpdocs\98034\005\c1a0157.doc 12/17/98-2:42 PM power of attorney herein granted shall be deemed coupled with an interest and shall be irrevocable. ARTICLE XXI. LIMITATION OF LIABILITY; INDEMNIFICATION 21.1 Limitation of Liability No person who serves as a member of the Board, the initial Board ("Board Member") or as an officer of the Association (including Developer) shall be personally liable to the Association or any Lot Owner or any other party for conduct as a member of the Board and shall be protected to the fullest extent permitted by law. If Washington State Law is amended after adoption of this Declaration, then the liability of each Board Member of the Association shall be limited to the full extent permitted by the Washington State Law, as so amended. No repeal or modification of this Section 21.1 shall adversely affect any right or protection of a Board Member existing at the time of such repeal or modification. 21.2 Indemnification The Association shall indemnify and hold all persons who serve as a member of the Board or the initial Board or as a Board Member and officer of the Association, (including Developer, to the extent Developer acts in any such capacity), harmless to the full extent permitted by Washington State Law as it now exists or as it is amended hereafter. This indemnification shall continue as to a person who has ceased to be a Board Member and/or officer and shall inure to the benefit of that person's heirs, personal representatives, or assigns. The Association may, upon written request, advance expenses incurred by the Board Members and/or officers entitled to this indemnification. If a claim for indemnification or advance of expenses is not paid within sixty (60) days after a written claim has been received by the Association, the claimant may sue the Association to recover any unpaid amount. If successful, the claimant shall be entitled to reasonable costs and attorneys' fees. In addition, the Association shall have the power to indemnify an officer who is not a Board Member, as well as employees and agents of the Association who are not Board Members (including the Developer), to the full extent permitted by Washington State Law as it now exists or is amended hereafter. Whether an officer, agent or employee who is not a Board Member should be indemnified and the amount of indemnification to be provided shall be determined by general or specific action of the Board of Directors. The Association shall have the power to purchase and maintain insurance on behalf of any person who is or was a Board Member, officer, employee, or agent of the Association against any liability asserted against him and incurred by him in such capacity or arising out of 29 W:\wpdocs\98034\005\c1a0157.doc 12/17/98-2:42 PM his status as such, whether or not the Association would have the power to indemnify him against such liability under the provisions of Washington State Law. The Association shall indemnify, defend and hold any Board Member or officer harmless for any obligation of the Association which the Board Member or officer personally guaranteed, so long as that Association obligation has been authorized and/or ratified by the Board of Directors as provided for in the Bylaws. If any provision of this Section 21.2 is in violation of the Washington State Law in effect at the time of the request for indemnification, then that provision shall be automatically modified to provide the broadest indemnification available under the existing Washington State Law. The rights to indemnification, limitation of liability, and to the advancement of expenses conferred in Sections 21.1 and 21.2 shall not be exclusive of any other right which any person may have or hereafter acquire under any statute, the Association's Articles of Incorporation, Bylaws, agreement, or vote of Members, disinterested Board Members or otherwise. ARTICLE XXII. GENERAL PROVISIONS 22.1 Term The provisions of this Declaration shall run with and bind the land, and shall inure to the benefit of and be enforceable by the Lot Owners, their respective legal representatives, heirs, successors and assigns for a term of thirty (30) years from the date this Declaration is recorded, after which time said provisions shall be automatically extended for successive periods of five (5) years, unless ninety percent (90%) of the Lot Owners vote not to extend them. 22.2 Subordination A breach of any of the provisions contained herein or any reentry by reason of such breach shall not defeat or render invalid the lien of any mortgage or deed of trust made in good faith and for value as to said premises or any part thereof; but said provisions shall be binding upon and effective against any Lot Owner of said premises whose title thereto is acquired by foreclosure, trustee's sale or otherwise. 22.3 Notice Any notice required by this Declaration, Bylaws, or the rules and regulations adopted by the Association shall be deemed properly given if mailed by ordinary mail to the last 30 W:\wpdocs\98034\005\cla0157.doe 12/17/98-2:42 PM address furnished to the Developer or the Association. If no mailing address has been provided, such notice shall be addressed to the address of the Lot. Such notices shall be deemed received three (3) days after it has been deposited in the U.S. mail. 22.4 Audit Any Lot Owner may at any time audit or inspect the books and records of the Association at his own expense. The Board shall obtain an audit of all books and records pertaining to the Association at such intervals as the Board shall determine, and copies shall be furnished to the Lot Owners. Such audit obtained by the Board shall be a common expense. 22.5 Severability Invalidation of any provision of this Declaration by judgment or court order shall in no way affect any other provisions, which shall remain in full force and effect. 22.6 Gender This Declaration is to be read and understood with all appropriate changes of a number and gender as required by the context. 22.7 Headings The captions in this Declaration are for convenience only and do not in any manner affect, limit, or amplify the provisions hereof. IN WITNESS WHEREOF, Developer has hereunto set its hand and seal the day and year first above written. DEVELOPER: SSHI, LLC, a Delaware limited liability company By J. Matt Farris Chief Financial Officer 31 W:\wpdocs\98034\005\c1a0157.doc 12/17/98-2:42 PM STATE OF WASHINGTON) ) ss. COUNTY OF KING ) THIS IS TO CERTIFY that on this day of , 19 , before me, a Notary Public in and for the State of Washington, duly commissioned and sworn, came J. Matt Farris, personally known or having presented satisfactory evidence to be the Chief Financial Officer of SSHI, LLC, the limited liability company that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument on behalf of said limited liability company. WITNESS MY HAND and official seal the day and year in this certificate first above written. Print Name: NOTARY PUBLIC in and for the State of Washington, residing at My commission expires 32 W:\wpdocs\98034\005\cla0157.doc 12/17/98-2:42 PM EXHIBIT A LEGAL DESCRIPTION 33 W:\wpdocs\98034\005\c1a0157.doc 12/17/98-2:42 PM � 1 ` l CHICAU(: ETLE INSURANCE COMP " " "Y 1800 C__JMBIA CENTER, 701 5TId AVE SEATTLE, WA 98104 Order No.: 489601 Your No.: STAFFORD CREST Loan No,: Unit No.: 10 SUPPLEMENTAL COMMITMENT #6 AM ORDER REFERENCE XNFORKATION SUPPLEMENTAL NUMBER 6 SELLER: PURCHASER/BORROWER: LOAN NUMBER: PROPERTY ADDRESS: WASHINGTON Our Title Commitment dated 09/05/97 at 8:00 A.M. is supplemented as follows: AN THERE HAS BEEN NO CHANGE TN THIS COMMITMENT SINCE OCTOBER 16, 1998, PATE OF SUPPLEMENTAL NO. 5. Ao DECEMBER 9, 1998 AUTHORCZED BY: MIKE HARRI; AP NOTE: THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS SUPPLEMENTAL COMMITMENT: GROUP FOUR, INC. PATSY 2/2 Cm, ' STAFFORD CONSTRUCTION ROB 1/1 �� 1 ly . CHKA(in'I'ULEINSURANCfP,COMPANY SUPPLtc M/11.24o/LK 4:6 L9EZ9£90Z *eGpoJd/a 14t j ()Wm! W`dEE:9 ; 96—L l—1 l: 'OIJI 'af10d dflO :A9 AO CHICA.C3 TITLE INSURANCE CC)MM '4Y , 0.• 1800 COLUMBIA CENTER, 701 5TH AV: SEATTLE, t+A 98104 Order No.: 489601 Your No.: STAFFORD CREST Loan No.: Unit No.: 10 . SUPPLEMENTAL COMMITMENT #5 ORDER REPERENCE I N t O A. M A T I O N SUPPLEMENTAL NUMBER S SELLER: . PURCHASER/BORROWER; LOAN NUMBER: E PROPERTY ADDRESS: WASHINGTON Our Title Commitment dated 09/05/97 at 8:00 A.M. is supplemented as follows: THERE HAS BEEN NO CHANGE IN THIS COMMITMENT SINCE AUGUST 12, 1998, DATE OP SUPPLEMENTAL NO. 4, EXCEPT THE MATTERS NOTED H135EINABOVE. OCTOBER 16, 1998 AUTHORIZED BY: MIKE HARRZ NOTE; THE FOLLOWING PARTIES HAVE BEEN SENT A COWY OF THIS SUPPLEMENTAL COMMITMENT: GROUP FOUR, INC. PATSY 2/2 STAFFORD CONSTRUCTION ROB 1/1 c:HICAGOTITI.I:INSUItANCP.COM PAN 7 survrs^own.vo/i c Z #:6 0E39E90Z' ,-aapoad/a 1.jl o6¢6M; WilE:Ol: 96—OE•-Ol: '0NI win df1OND:A9 AO . , .0 CHICA(31 _I TLE INSURANCE COMI _AY 1800 COLUMBIA CENTER, 701 5TH AVE I SEATTLE, WA 98104 Order NU.: 489601 Your NO.: STAFFORD CREST Loan No.: Unit No.: 10 SUPPLEMENTAL. COMMITMENT #4 1 AA ORDER REFERENCE INFORMATION SUPPLEMENTAL NUMBER 4 SELLER: '. PURCHASER/BORROWER: LOAN NUMBER; PROPERTY ADDRESS: WASHINGTON Our Title Commitment dated 09/05/97 at 8:00 A.M. is supplemented as ', Follows: A9 THE FOLLOWING PARAGRAPH(S) HAVE BEEN ADDED TO OUR COMMITMENT: AC PARAGRAPH NUMBER 5: )1 AO 1. DEED OF TRUST AND THE TERMS AND CONDITIONS THERE)F: GRANTOR: SSHI LLC TRUSTEE: CHICAGO TITLE INSURANCE COMPANY BENEFICIARY: U.S. BANK NATICINAL ASSOCIATION AMOUNT: $ 1, 960,875.00 DATED: JUNE 17, 1998 RECORDED: JUNE 23, 1998 RECORDING NUMBER: 9806230706 LOAN NUMBER: 391 THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. Ad MODIFICATION OF DEED OF TRUST AND THE TERMS AND (:ONDITIONS THEREOF: DATED: JULY 7, 1998 RECORDED: JULY 10, 199$ RECORDING NUMBER: 9807101706 SEE NEXT PAGE CHICAGOTITI.11.INSURANCECOMPANN surricomn t.tgor to( Z CEGENE9IN 4-8ap0,4d/e1;tl oEe6 q Wd00: L : 96-61-9 : 'ONI 'df10A drIOdD:AA A08 C___rAGO TITLE INSURANCE COMPAN. Order No: 489601 Your No.: STAFFORD CREST Unit No.: 10 SUPPLEMI NTAL COMMITMEN (Continued) Ar THERE HAS BEEN NO CHANGE IN THIS COMMITMENT SINCE JUNE 15, 1998, DATE OF SUPPLEMENTAL NO. 3, EXCEPT THE MATTERS NOTED EEEREINADOVE. AO AUGUST 12, 1998 AUTHORIZED BY: MIKE HARRIS AN NOTE: THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS SUPPLEMENTAL COMMITMENT: GROUP FOUR, INC. PATSY 2/2 STAFFORD CONSTRUCTION ROB 1/1 CHICAGO tTLI.E INSURANCE COMPANY SU?LCOM2/11490/RK £ C6LGENEgOZ +40P0.1d/314U o6BbIUO; WdLO: L 86-61.-9 'ONI 'af10A df1080:A9 AOb AGO TITLE INSURANCE COMP/ 1___ COLUMBIA CENTER, 701 5TH AVE SEATTLE, WA 98104 Order No.: 489601 PLAT CERTIFICATE Certificate for Filing Proposed Plat: In the matter of the plat submitted for our approval,this Company has examined the records of the County Auditor and County Clerk of KING County,Washington,and the records of the Clerk of the United States Courts holding terms in said County,and from such examination hereby certifies that the title to the following described land situate in said KING County,to-wit: SEE SCHEDULE A(NEXT PAGE) VESTED IN: MARILYN THARP CLISE, JEANENE THARP AND JOHN J. THARP, AS THEIR SEPARATE ESTATES, EACH AS TO AN UNDIVIDED ONE-THIRD INTEREST I ' EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: $200.00 TAX: $17.20 Records examined to SEPTEMBER 5, 1997 at 8:00 AM CHICAGO TITLE INSURANCE COMPANY By CZ4)„../7/ MIKE HARRIS/CHRIS JOHANSON Title Officer (206)628-5623 PIATCRTA/12-5-90/EK AGO TITLE INSURANCE COMP). Order No.: 489601 PLAT CERTIFICATE SCHEDULE A (Continued) LEGAL DESCRIPTION LOT 365, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF LYING NORTHEASTERLY OF THE SOUTHWESTERLY MARGIN OF 112TH PLACE S.E. ; TOGETHER WITH TRACTS 71, 72 AND 75, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN 1 ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 220 FEET OF SAID TRACTS 71, 72 AND 75. CHICAGO TITLE INSURANCE COMPANY • � CHICAGO TITLE INSURANCE COMPANY Order No.: 489601 PLAT CERTIFICATE SCHEDULE B This certificate does not insure against loss or damage by reason of the following exceptions: GENERAL EXCEPTIONS: A. Defects,liens,encumbrances,adverse claims or other matters,if any,created,first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. Rights or claims of parties in possession not shown by the public records. C. Encroachments,overlaps,boundary line disputes,and any other matters which would be disclosed by an accurate survey and inspection of the premises. D. Easements or claims of easements not shown by the public records. E. Any lien,or right to lien,for contributions to employee benefit funds,or for state workers'compensation,or for services,labor,or material heretofore or hereafter furnished,all as imposed by law,and not shown by the public records. F. Liens under the Workmen's Compensation Act not shown by the public records. G. Any service,installation,connection,maintenance or construction charges for sewer,water,electricity or garbage removal. H. General taxes not now payable;matters relating to special assessments and special levies,if any,preceding or in the same becoming a lien. I. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations,Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights,claims,or title to water. K. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS($1000.00). • PLATCRTB/031694/wc CHICAGO TITLE INSURANCE COMPANY • AGO TITLE INSURANCE COMP, PLAT CERTIFICATE Order No.: 489601 SCHEDULE B (Continued) EXCEPTIONS A 1. NOTICE OF ADOPTION OF WATER AND SEWER LOCAL FACILITIES CONNECTION CHARGE: FILED BY: KING COUNTY WATER DISTRICT NO. 107 RECORDED: APRIL 9, 1993 RECORDING NUMBER: 9304091250 e 2. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: 1997 TAX ACCOUNT NUMBER: 334510-0041-07 LEVY CODE: 2100 ASSESSED VALUE-LAND: $ 141; 000.00 ASSESSED VALUE-IMPROVEMENTS: $ 0.00 GENERAL & SPECIAL TAXES: BILLED: $1, 957.33 PAID: $ 978.67 UNPAID: $ 978.66 AFFECTS: PORTION OF SAID PREMISES LYING WITHIN LOT 365 c 3. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: 1997 TAX ACCOUNT NUMBER: 334210-3536-06 LEVY CODE: 2100 ASSESSED VALUE-LAND: $ 245, 000.00 ASSESSED VALUE-IMPROVEMENTS: $ 0.00 GENERAL & SPECIAL TAXES: BILLED: $3,400.10 PAID: $1, 700.05 UNPAID: $1, 700.05 AFFECTS: REMAINDER OF SAID PREMISES AND OTHER PROPERTY NOTE: THE LEGAL DESCRIPTION AS CONTAINED ON THE KING COUNTY TAX ROLL FOR SAID TAX ACCOUNT NUMBER INCLUDES TRACT 76 OF SAID PLAT. END OF SCHEDULE B CIIICAGO TITLE INSURANCE COMPANY AGO TITLE INSURANCE COMPA PLAT CERTIFICATE Order No.: 489601 SCHEDULE B (Continued) ! s THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS COMMITMENT: GROUP FOUR, INC. RAELYN 2/2 STAFFORD CONSTRUCTION ROB 1/1 I I it CHICAGO'ITI'LE INSURANCE COMPANY CO CHICAGO TITLE _ ;SURANCE COMPANY 1800 COLUMBIA CENTER, 701 5TH AVE, SEATTLE, WASHINGTON 98104 ! / /j ///d `/ IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the/ Gland indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. C . 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O/ a/✓✓N/— ro.s..o- rnrico•r r r.rcro-� nee eo..•• e..d PN"r r'•v l ar eoorr Lew rlr•S'•rr••ve� r... • rev ro a n..e•i' r.•.�. c N'//mod• P No^Norma,* �� NG MUe.•. ooirOe"orve••y Pry-•.ein♦ o.w ✓�. nrO rosy <.✓a"c i o..o.6.'-n-.• p[y„r�. .•c co..[M rr3 w.ew .�1\ o/rvaun.'�V^°.-.• /v1r'es••+v •..Sev•r caw? q�"`/Se. M.'e o a,vA'° '9 or7.r N ^,,/�.re•'•""'" Jo yJ'7 trw /✓✓.y .rO /9� o/✓✓y'•!' / aware Go•••- n.c e.d e•nr. •. of G O~•..n A«. �/ f•d'�'• .led f0. +PM /.•�:•. E/xv.-ws Bewti >•W"rO o,.••••e. �,rp N-Y•+.- [2 9Oe T-!J r•.•^ Powr c. .rd• Cno..+..e^ Glue., a,•.♦+-,"::::..n I' ^"`.. o Vol 11 0! Plor• peq•(.a '1\o•e_ Lo✓^IY Lannrs •o"ery o/ • ''''/.''v irev .ore N.rnwr. �1 r�/71n w'YY.Wo•^ C l-e^.pp. • J�:. O•Nh .. f+'V.Sr L. •,r.•. 1 s ' AFTER RECORDING RETURN TO: • DOBSON HOUSER&DOBSON PO BOX 59 . RENTON WA 98057 0059 pwh d 17. EXECUTOR'S DEED _ Cr, Z THE GRANTOR. JOHN J.THARP, Executor of the Estate of Ellen Hickok.deceased. whose T estate is beingprobated under King County Superil-Court Cause No. 95-4-02524-0 .41 for and in crnsideration of Distribution of the estate 41 coveys and warrants to MARILYN THARP CLISE. JEANENE THARP and JOHN J.THARP, as their separate estates. an undivided one-third interest each in • the following described real estate, situated in the County of KING, State of Washington. Portion of Hillmans Lk.WN Garden of Eden It 1 Less W 220 ft of Tracts 71-72 &Tract 75 and all of Tract 76; King County.Washington. Being Tax Account 334210-3536-06 tNni Lots 364 Hillmans LK.WN Garden of Eden # 6 N 300 ft. King County. Washington vsi O Being Tax Aczvunt 334510 0031-09 0 Lot 365 Hillmans Lit.WN Garden of Eden # 6 Less portion northeasterly of County Road,King County.Washington 1 gel Being Tax Account 334510 0041-07 • The warranties contained in this deed bind only the estate and not the executor personally. _ a) DATED this 15th day of June. 199E3. b • ' c • N J. Executor of state of i f' len Hicko .. deceased ! f . I STATE OF WASHINGTON ) )SS ; COUNTY OF KING ) f The undersigned a Not Public In and for the Slate of Washington, do he.eoy certify that on this 31- day of 1996 personally appeared before me JOHN J.THARP. 'o me known to be the individual described in and who executed the within instrument and acknowledged that.he signed and sealed the same as his free and voluntary act and deed for the uses and purposes herein mentioned. GIVEN UNDER my hand and offs seal this - day of June, 1996. t (print name) NOTARY PUBLIC in d for the State Washington • residing at / '' 11 My commission expires: i. .- .3 7 I . • ® H 7 4. .7 • KING COUNTY WATER 4 0 : . ' • DISTRICT NO. 107 BOUNDARY ' ,a — --i ...........-. .16 ii 1 %V.Mirl 1 / ••1 ( \NS wTY \ . 1 11V7:. .. ' . • ...k \__ ________ . . . . .., .._, _ , . new L..: if .• , ,,,.... _ „.____„.... cr, ......_. . \ _ : tr,4,.... ,4 —. ..; % I no Iil • -4: * • H \_ a' r I I A. \. _' A Y •Tr a i L b Z ` n.\\:,.. r''—'q' 1 e Imo. 1 TM 7 1 i 1 • -. ^•• EXHIBIT A -, U-nFID KING COUNTY . S�.I�U •:-+v+.. `" �J WATER DISTRICT '1i.A-bLs t•,.m:.-• r— 1 .LUMBER +0T rae.:T.,..s A.- /•T., cc tuna]c:, cbclo....r.. Into VICINITY MAP EMU AIM. 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PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: NE1/4, SEC. 32,T24N, R5E,WM DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 4 94081 . 9070 66167 . 1680 N88°51 ' 14"W 2620 . 44 2000 94134 . 3212 63547 . 2522 N 1°41 ' 46"E 2669 . 31 2001 96802 . 4617 63626 . 2596 S88°46 ' 56"E 2613 . 49 2002 96746 . 9182 66239 . 1593 S 1°32 ' 51"W 2665 . 97 2003 94081 . 9205 66167 . 1629 Traverse NE1/4, SEC. 32, T24N, R5E,WM ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 730834 Closed Loop Angular HorizDist : 10569 . 21 FT Linear 0 . 01 FT SlopeDist : 10569 . 21 FT *Northing 0 . 01 FT Points : 5 *Easting -0 . 01 FT Area : 6980917 . 8 SQFT *Elevation 0 . 00 FT 160 . 26 ACRES *Bearing N20°35 ' 25"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 4 94081 . 9070 66167 . 1680 0 . 00 Closing Pt 2003 94081 . 9205 66167 . 1629 0 . 00 Correct Pt 4 94081 . 9070 66167 . 1680 0 . 00 , '1 I • DEC � ojy` July 31, 1998 PAGE 1 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: SE1/4, SEC. 32, T24N, R5E,WM DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Are 4 94081 . 9070 66167 . 1680 S 1°08 ' 23"W 2629 . 22 2004 91453 . 2072 66114 . 8713 N89°15 ' 16"W 2646 . 21 2005 91487 . 6397 63468 . 8853 N 1°41 ' 46"E 2647 . 84 2006 94134 . 3196 63547 . 2571 S88 °51 ' 14"E 2620 . 44 2007 94081 . 9054 66167 . 1729 Traverse SE1/4, SEC. 32, T24N, R5E,WM ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 2058918 Closed Loop Angular HorizDist : 10543 . 71 FT Linear 0 . 01 FT SlopeDist : 10543 . 71 FT *Northing -0 . 00 FT Points : 5 *Easting 0 . 00 FT Area : 6947736. 4 SQFT *Elevation 0 . 00 FT 159 . 50 ACRES *Bearing S71°37 ' 43"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 4 94081 . 9070 66167 . 1680 0 . 00 Closing Pt 2007 94081 . 9054 66167 . 1729 0 . 00 Correct Pt 4 94081 . 9070 66167 . 1680 0 . 00 July 31, 1998 PAGE 2 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: NE1/4 , SE1/4, SEC. 32,T24N, R5E,WM DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A !lt ii 4 94081 . 9070 66167 . 1680 S 1°08 ' 23"W 1314 . 61 2008 92767 . 5571 66141 . 0196 N89°03 ' 19"W 1316. 66 2009 92789 . 2659 64824 . 5386 N 1°25 ' 08"E 1319. 25 2010 94108 . 1114 64857 . 2055 S88°51 ' 14"E 1310 . 22 2011 94081 . 9042 66167 . 1634 Traverse NE1/4 , SE1/4 , SEC. 32, T24N, R5E,WM ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 982951 Closed Loop Angular HorizDist : 5260 . 74 FT Linear 0 . 01 FT SlopeDist : 5260 . 74 FT *Northing -0 . 00 FT Points : 5 *Easting -0 . 00 FT Area : 1729687 . 4 SQFT *Elevation 0 . 00 FT 39 . 71 ACRES *Bearing S58°50 ' 36"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 4 94081 . 9070 66167 . 1680 0 . 00 Closing Pt 2011 94081 . 9042 66167 . 1634 0 . 00 Correct Pt 4 94081 . 9070 66167 . 1680 0 . 00 July 31, 1998 PAGE 3 Group 4, Inc 411 PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: SE1/4 , SE1/4, SEC. 32,T24N, R5E,WM DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 5 91453 . 2060 66114 . 8700 N89°15 ' 16"W 1323 . 111 2012 91470 . 4223 64791 . 8720 N 1°25 ' 08"E 1319 . 25 2013 92789 . 2678 64824 . 5390 S89°03 ' 19"E 1316 . 66 2014 92767 . 5591 66141 . 0200 S 1°08 ' 23"W 1314 . 61 2015 91453 . 2091 66114 . 8716 Traverse SE1/4 , SE1/4 , SEC. 32, T24N, R5E, WM �. ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 1495648 Closed Loop Angular HorizDist : 5273 . 63 FT Linear 0 . 00 FT SlopeDist : 5273 . 63 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 00 FT Area : 1738141 . 5 SQFT *Elevation 0 . 00 FT 39 . 90 ACRES *Bearing N27°05 ' 44"E TRAVERSE ADJUSTMENTS: * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 5 91453 . 2060 66114 . 8700 0 . 00 Closing Pt 2015 91453 . 2091 66114 . 8716 0 . 00 Correct Pt 5 91453 . 2060 66114 . 8700 0 . 00 1 July 31, 1998 PAGE 4 Group 4, Inc r i PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : SW1/4 , SE1/4 , SEC. 32,T24N, R5E,WM DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 1 91487 . 6330 63468 . 8800 N 1°41 ' 46"E 1323 . 92 2016 92810 . 9730 63508 . 0659 S89°03 ' 19"E 1316. 66 2017 92789 . 2642 64824 . 5469 S 1°25 ' 08"W 1319 . 25 2018 91470 . 4187 64791 . 8800 N89°15 ' 16"W 1323 . 10 2019 91487 . 6349 63468 . 8920 Traverse SW1/4 , SE1/4, SEC. 32, T24N, R5E,WM ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 434491 Closed Loop Angular HorizDist : 5282 . 93 FT Linear 0 . 01 FT SlopeDist : 5282 . 93 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 01 FT Area : 1744197 . 4 SQFT *Elevation 0 . 00 FT 40 . 04 ACRES *Bearing N81°01 ' 27"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 1 91487 . 6330 63468 . 8800 0 . 00 Closing Pt 2019 91487 . 6349 63468 . 8920 0 . 00 Correct Pt 1 91487 . 6330 63468 . 8800 0 . 00 July 31, 1998 PAGE 5 Group 4, Inc 410 PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: NW1/4, SE1/4, SEC. 32, T24N, R5E,WM DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 357 94134 . 3191 63547 . 2534 S88°51 ' 14"E 1310. 22 2020 94108 . 1120 64857 . 2113 S 1°25 ' 08"W 1319 .25 2021 92789 . 2665 64824 . 5443 N89°03 ' 19"W 1316 . 66 2022 92810 . 9753 63508 . 0633 N 1°41 ' 46"E 1323 . 92 2023 94134 . 3152 63547 . 2492 Traverse NW1/4, SE1/4 , SEC . 32, T24N, R5E,WM ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 924531 Closed Loop Angular HorizDist : 5270 . 05 FT Linear 0 . 01 FT SlopeDist : 5270 . 05 FT *Northing -0 . 00 FT Points : 5 *Easting -0 . 00 FT Area: 1735750 . 7 SQFT *Elevation 0 . 00 FT 39 . 85 ACRES *Bearing S47 °05 ' 24"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 357 94134 . 3191 63547 .2534 0 . 00 Closing Pt 2023 94134 . 3152 63547 . 2492 0. 00 Correct Pt 357 94134 . 3191 63547 . 2534 0 . 00 July 31, 1998 PAGE 6 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: BOUNDARY DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 18 94083 . 5684 64538 . 5647 S89°02 ' 57"E 267 . 95 2024 94079 . 1219 64806 . 4778 S88°51 ' 14"E 198 . 68 2025 94075 . 1479 65005 . 1181 S20°47 ' 04"E 2 . 86 PC 2026 94072 . 4740 65006. 1329 S25°12 ' 011E 114 . 93 746 . 34 8°49 ' 55" 114. 05 PT 2027 93968 . 4810 65055 . 0693 S29°36 ' 59"E 452 . 82 PC 2028 93574 . 8203 65278 . 8487 S34 °45 ' 31"E 25 . 90 144 . 50 10°17 ' 04" 25. 94 PT 2029 93553 . 5397 65293 . 6162 S 1°25 ' 08"W 324 . 27 2030 93229 . 3691 65285 . 5867 S 1°25 ' 08"W 30 . 00 2031 93199 . 3783 65284 . 8439 N88°51 ' 13"W 50 . 00 2032 93200 . 3787 65234 . 8539 S 1°25 ' 08"W 30 . 00 2033 93170 . 3879 65234 . 1110 N88°51 ' 13"W 400 . 00 2034 93178 . 3906 64834 . 1911 S 1°25 ' 08"W 58 . 11 2035 93120 . 2985 64832 . 7522 N89°00 ' 38"W 330 . 66 2036 93126. 0084 64502 . 1415 N 2°10 ' 43"E 958 .25 2037 94083 . 5657 64538 . 5692 July 31, 1998 PAGE 7 Group 4, Inc • • PLAT CHECK Traverse BOUNDARY ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 623320 Closed Loop Angular HorizDist : 3244 . 58 FT Linear 0 . 01 FT SlopeDist : 3244 . 58 FT *Northing -0 . 00 FT Points : 15 *Easting 0 . 00 FT Area : 633449 . 9 SQFT *Elevation 0 . 00 FT 14 . 54 ACRES f *Bearing S59°05 ' 21"E i TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 18 94083 . 5684 64538 . 5647 0 . 00 Closing Pt 2037 94083 . 5657 64538 . 5692 0 . 00 Correct Pt 18 94083 . 5684 64538 . 5647 0 . 00 July 31, 1998 PAGE 8 Group 4, Inc 1 • • PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: CL LOTS 1-9 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 30 93787 . 9409 65192 . 2045 S60°23 ' O1"W 152 . 00 2038 93712 . 8239 65060 . 0628 N29°36 ' 59"W 147 . 37 PC 2039 93840 . 9406 64987 . 2339 N58°43 ' 08"W 197 . 47 203 . 00 58°12 ' 18" 206 . 22 PT 2040 93943 . 4732 64818 . 4721 N87°49 ' 17"W 160 . 03 2041 93949 . 5567 64658 . 5578 N 2°10 ' 43"E 162 . 52 2042 94111 . 9592 64664 . 7359 588°51 ' 14"E 192 . 51 2043 94108 . 1086 64857 . 2074 S88°51 ' 14"E 168 . 80 2044 94104 . 7322 65025 . 9737 S20°47 ' 04"E 23 . 12 PC 2045 94083 . 1168 65034 . 1779 S25°12 ' 02"E 110 . 31 716. 34 8°49 ' 55" 11C . 42 PT 2046 93983 . 3039 65081 . 1472 S29°36 ' 59"E 224 . 73 2047 93787 . 9340 65192 . 2066 Traverse CL LOTS 1-9 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 215911 Closed Loop Angular HorizDist : 1547 . 72 FT Linear 0 . 01 FT SlopeDist : 1547 . 72 FT *Northing -0 . 01 FT Points : 11 *Easting 0 . 00 FT Area : 101359 . 7 SQFT *Elevation 0 . 00 FT 2 . 33 ACRES *Bearing S17°05 ' 06"E TRAVERSE ADJUSTMENTS : • * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 30 93787 . 9409 65192 . 2045 0 . 00 Closing Pt 2047 93787 . 9340 65192 . 2066 0 . 00 Correct Pt 30 93787 . 9409 65192 .2045 0 . 00 July 31, 1998 PAGE 9 Group 4 , Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : CL TRACT A DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A c 26 94111 . 9636 64664 . 7353 S 2°10 ' 43"W 162 . 52 2048 93949 . 5611 64658 . 5571 N87°49 ' 17"W 125 . 00 2049 93954 . 3129 64533 . 6475 N 2°10 ' 43"E 160 . 27 2050 94114 . 4671 64539 . 7401 S88°51 ' 14"E 125 . 02 2051 94111 . 9664 64664 . 7351 Traverse CL TRACT A ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 203157 Closed Loop Angular HorizDist : 572 . 81 FT Linear 0 . 00 FT SlopeDist : 572 . 81 FT *Northing 0 . 00 FT Points : 5 *Easting -0 . 00 FT Area: 20174 . 6 SQFT *Elevation 0 . 00 FT 0 . 46 ACRES *Bearing N 3°54 ' 17"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 26 94111 . 9636 64664 . 7353 0 . 00 Closing Pt 2051 94111 . 9664 64664 .7351 0 . 00 Correct Pt 26 94111 . 9636 64664 .7353 0 . 00 July 31, 1998 PAGE 10 Group 4 , Inc S PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: CL LOTS 10-33 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 24 93949 . 5581 64658 . 5570 S87°49 ' 17"E 160 . 03 PC 2052 93943 . 4746 64818 . 4713 S58 °43 ' 08"E 197 . 47 203 . 00 58°12 ' 18" 20 . 22 PT 2053 93840 . 9420 64987 . 2331 S29°36 ' 59"E 306. 55 PC 2054 93574 . 4417 65138 . 7272 514 °05 ' 55"E 124 . 67 233 . 00 31°02 ' 07" 126 . 21 PT 2055 93453 . 5258 65169. 0964 S 1°25 ' 08"W 71 . 62 PC 2056 93381 . 9277 65167 . 3230 543°25 ' 10"W 104 . 39 78 . 00 84 °00 ' 05" 114 . 36 PT 2057 93306 . 1082 65095 . 5749 S85°25 ' 13"W 164 . 98 2058 93292 . 9352 64931 . 1216 N 4 °34 ' 47"W 77 . 45 PC 2059 93370 . 1379 64924 . 9375 N17°05 ' 53"W 220 . 65 509 . 00 25°02 ' 12" 222 . 42 PT 2060 93581 . 0392 64860 . 0637 N29°36 ' 59"W 48 . 67 PC 2061 93623 . 3506 64836 . 0114 N58°43 ' 08"W 154 . 67 159 . 00 58 °12 ' 18" 161 . 52 PT 2062 93703 . 6594 64703 . 8285 N87°49 ' 17"W 54 . 58 2063 93705 . 7343 64649.2880 N 2°10 ' 43"E 244 . 00 2064 93949 . 5579 64658 . 5636 July 31, 1998 PAGE 11 Group 4, Inc PLAT CHECK Traverse CL LOTS 10-33 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 297279 Closed Loop Angular HorizDist : 1958 . 61 FT Linear 0 . 01 FT SlopeDist : 1958 . 61 FT *Northing -0 . 00 FT Points : 14 *Easting 0 . 01 FT Area : 185896. 5 SQFT *Elevation 0 . 00 FT 4 . 27 ACRES *Bearing S88°08 ' 50"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 24 93949 . 5581 64658 . 5570 0 . 00 Closing Pt 2064 93949 . 5579 64658 . 5636 0 . 00 Correct Pt 24 93949. 5581 64658 . 5570 0 . 00 July 31, 1998 PAGE 12 Group 4, Inc • • PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : CL LOTS 34-42 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Atc 25 93954 . 3099 64533 . 6474 S87 °49 ' 17"E 125 . 00 2065 93949 . 5581 64658 . 5570 S 2°10 ' 43"W 564 . 00 2066 93385 . 9657 64637 . 1167 N87°49 ' 17"W 125 . 00 2067 93390 . 7176 64512 . 2071 N 2°10 ' 43"E 564 . 00 2068 93954 . 3099 64533 . 6474 Traverse CL LOTS 34-42 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 1378 . 00 FT Linear 0 . 00 FT SlopeDist : 1378 . 00 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 00 FT Area : 70500 . 0 SQFT *Elevation 0 . 00 FT 1 . 62 ACRES *Bearing N 0°00 ' 00"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 25 93954 . 3099 64533 . 6474 0 . 00 Closing Pt 2068 93954 . 3099 64533 . 6474 0 . 00 Correct Pt 25 93954 . 3099 64533 . 6474 0 . 00 July 31, 1998 PAGE 13 Group 4, Inc { • • PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : CL LOTS 43-46 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 22 93390 . 7176 64512 . 2071 S87°49 ' 17"E 125 . 00 2069 93385 . 9658 64637 . 1167 S 2°10 ' 43"W 262 . 30 2070 93123 . 8554 64627 . 1455 N89°00 ' 38"W 125 . 02 2071 93126. 0142 64502 . 1441 N 2°10 ' 43"E 264 . 90 2072 93390 . 7227 64512 . 2142 Traverse CL LOTS 43-46 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 88420 Closed Loop Angular HorizDist : 777 . 22 FT Linear 0 . 01 FT SlopeDist : 777 . 22 FT *Northing 0 . 01 FT Points : 5 *Easting 0 . 01 FT Area : 32947 . 8 SQFT *Elevation 0 . 00 FT 0 . 76 ACRES *Bearing N54 °10 ' 28"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 22 93390 . 7176 64512 .2071 0 . 00 Closing Pt 2072 93390 . 7227 64512 .2142 0 . 00 Correct Pt 22 93390 . 7176 64512 . 2071 0 . 00 July 31, 1998 PAGE 14 Group 4 , Inc • PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : CL LOTS 47-48 & 60-66 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Air c ___ 19 93123 . 8532 64627 . 1453 N 2°10 ' 43"E 145.28 2073 93269 . 0282 64632 . 6681 N85°25 ' 13"E 464 . 39 PC 2074 93306 . 1079 65095 . 5754 N73°24 ' 43"E 32 . 46 78 . 00 24 °01 ' O1" 32 . 70 PT 2075 93315 . 3741 65126. 6814 S28°35 ' 48"E 83 . 93 PC 2076 93241 . 6826 65166. 8537 S58°43 ' 30"E 79 . 56 79 . 25 60°15 ' 25" 8 ' . 35 PT 2077 93200 . 3808 65234 . 8505 S 1°25 ' 08"W 30 . 00 2078 93170 . 3900 65234 . 1076 N88 °51 ' 13"W 400 . 00 2079 93178 . 3927 64834 . 1877 S 1°25 ' 08"W 58 . 11 2080 93120 . 3005 64832 . 7488 N89°00 ' 38"W 205 . 64 1 2081 93123 . 8516 64627 . 1395 Traverse CL LOTS 47-48 & 60-66 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 247986 Closed Loop Angular HorizDist : 1503 . 39 FT Linear 0 . 01 FT SlopeDist : 1503 . 39 FT *Northing -0 . 00 FT Points : 10 *Easting -0 . 01 FT Area : 74279 . 3 SQFT *Elevation 0 . 00 FT 1 . 71 ACRES *Bearing S74 °25 ' 57"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 19 93123 . 8532 64627 . 1453 0 . 00 Closing Pt 2081 93123 . 8516 64627 . 1395 0 . 00 Correct Pt 19 93123 . 8532 64627 . 1453 0 . 00 July 31, 1998 PAGE 15 Group 4, Inc • PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : CL LOTS 49-59 & TR. B DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Airc 20 93269 . 0294 64632 . 6682 N 2°10 ' 43"E 437 . 02 2082 93705 . 7335 64649 .2814 S87°49 ' 17"E 54 . 58 PC 2083 93703 . 6587 64703 . 8220 558 °43 ' 08"E 154 . 67 159 . 00 58°12 ' 18" 162 . 52 PT 2084 93623 . 3499 64836 . 0048 S29°36 ' 59"E 48 . 67 PC 2085 93581 . 0385 64860 . 0571 517 °05 ' 53"E 220 . 65 509 . 00 25°02 ' 12" 22: . 42 PT 2086 93370 . 1371 64924 . 9310 S 4 °34 ' 47"E 77 . 45 2087 93292 . 9344 64931 . 1151 S85°25 ' 13"W 299 . 41 2088 93269 . 0277 64632 . 6610 Traverse CL LOTS 49-59 & TR. B ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 176143 Closed Loop Angular HorizDist : 1301 . 07 FT Linear 0 . 01 FT SlopeDist : 1301 . 07 FT *Northing -0 . 00 FT Points : 8 *Easting -0 . 01 FT Area : 101646 . 7 SQFT *Elevation 0 . 00 FT 2 . 33 ACRES *Bearing S76°39 ' 15"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 20 93269 . 0294 64632 . 6682 0 . 00 Closing Pt 2088 93269 . 0277 64632 . 6610 0 . 00 Correct Pt 20 93269 . 0294 64632 . 6682 0 . 00 July 31, 1998 PAGE 16 Group 4 , Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : CL LOTS 67-74 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 266 93199 . 3846 65284 . 8395 • N88°51 ' 13"W 50. 00 PC 2089 93200 . 3849 65234 . 8495 N58°43 ' 30"W 79. 56 79 . 25 60015 ' 25" 81 . 35 PT 2090 93241 . 6868 65166. 8527 N28°35 ' 48"W 83 . 93 PC 2091 93315 . 3782 65126. 6804 N31°24 ' 41"E 77 . 98 78 . 00 59°59 ' 01" 81 . 66 PT 2092 93381 . 9305 65167 . 3225 N 1°25 ' 08"E 71 . 62 PC 2093 93453 . 5286 65169 . 0959 N14 °05 ' 55"W 124 . 67 233 . 00 31°02 ' 07" 12.. . 21 PT 2094 93574 . 4445 65138 . 7267 N29°36 ' 59"W 159 . 18 2095 93712 . 8282 65060 . 0615 N60°23 ' 01"E 152 . 00 2096 93787 . 9451 65192 . 2032 S29°36 ' 59"E 207 . 89 2097 93607 . 2152 65294 . 9405 S 1°25 ' 08"W 407 . 96 2098 93199 . 3803 65284 . 8387 Traverse CL LOTS 67-74 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 326111 Closed Loop Angular HorizDist : 1423 . 79 FT Linear 0 . 00 FT SlopeDist : 1423 . 79 FT *Northing -0 . 00 FT Points : 11 *Easting -0 . 00 FT Area : 78526. 2 SQFT *Elevation 0 . 00 FT 1 . 80 ACRES *Bearing S10°42 ' 18"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 266 93199 . 3846 65284 . 8395 0 . 00 Closing Pt 2098 93199 . 3803 65284 . 8387 0 . 00 Correct Pt 266 93199 . 3846 65284 . 8395 0 . 00 July 31, 1998 PAGE 17 Group 4 , Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : CL NE 36TH ST (NEW ALIGNMENT) DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 26 94111 . 9636 64664 . 7353 S88 °51 ' 14"E 94 . 47 PC 2466 94110 . 0740 64759 . 1864 572°57735"E 54 . 77 100 . 00 31°47 ' 18" 55 . 48 PC 2467 94094 . 0233 64811 . 5541 S72°57 ' 35"E 54 . 77 100 . 00 31°47 ' 18" 55 . 48 PT 2468 94077 . 9727 64863 . 9218 S88°51 ' 14"E 141 .22 2469 94075 . 1480 65005 . 1136 S20°47 ' 04"E 2 . 86 PC 2470 94072 . 4741 65006 . 1284 522°31 ' 44"E 45 . 44 746. 34 3°29 ' 21" 4` . 45 PC 2471 94030 . 4989 65023 . 5401 N56°33 ' 49"W 26. 71 25 . 00 64 °34 ' 49" 2t- . 18 PT 2472 94045 . 2165 65001 . 2503 N88°51 ' 14"W 137 . 95 PC 2473 94047 . 9758 64863 . 3279 N72°57 ' 35"W 71 . 20 130 . 00 31°47 ' 18" 7 . 13 PC 2474 94068 . 8417 64795 . 2499 i N73°03 ' 26"W 37 . 97 68 . 92 31°59 ' 01" 3: . 47 PT 2475 94079 . 9081 64758 . 9232 N89°02 ' 57"W 220 . 38 2476 94083 . 5652 64538 . 5735 N 2°10 ' 43"E 30 . 92 2477 94114 . 4628 64539 . 7490 S88°51 ' 14"E 125 . 02 2478 94111. 9622 64664 . 7439 July 31, 1998 PAGE 18 Group 4 , Inc • S PLAT CHECK Traverse CL NE 36TH ST (NEW ALIGNMENT) ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 119593 Closed Loop Angular HorizDist : 1048 . 01 FT Linear 0 . 01 FT SlopeDist : 1048 . 01 FT *Northing -0 . 00 FT Points : 14 *Easting 0 . 01 FT Area : 14510 . 2 SQFT *Elevation 0 . 00 FT 0 . 33 ACRES *Bearing S80°34 ' 54"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 26 94111 . 9636 64664 . 7353 0 . 00 Closing Pt 2478 94111 . 9622 64664 . 7439 0 . 00 Correct Pt 26 94111 . 9636 64664 . 7353 0 . 00 July 31, 1998 PAGE 19 Group 4 , Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 1 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 243 93862 . 2239 65115 . 4693 S29036' 59"E 43 . 00 PC 2099 93824 . 8417 65136. 7195 S15023 ' 01"W 38 . 18 27 . 00 90000 ' 00" 42 . 41 PT 2100 93788 . 0260 65126. 5901 S60023 ' 01"W 44 . 00 PC 2101 93766 . 2816 65088 . 3385 N74036 ' 59"W 41 . 01 29 . 00 90000 ' 00" PT 2102 93777 . 1613 65048 . 7958 N29036 ' 59"W 41 . 00 2103 93812 . 8048 65028 . 5339 N60023 ' 01"E 100 . 00 2104 93862 . 2239 65115. 4693 Traverse LOT 1 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 315 . 96 FT Linear 0 . 00 FT SlopeDist : 315 . 96 FT *Northing 0 . 00 FT Points : 7 *Easting 0 . 00 FT Area: 6663 . 1 SQFT *Elevation 0 . 00 FT 0 . 153 ACRES *Bearing , N74036' 02"E TRAVERSE ADJUSTMENTS: * from correct pt , None to closing pt 0 Closing Points Northing Easting Elevation Initial Pt 243 93862 . 2239 65115 . 4693 0 . 00 Closing Pt 2104 93862 .2239 65115 . 4693 0 . 00 Correct Pt 243 93862 .2239 65115 . 4693 0 . 00 August 21, 1998 PAGE 20 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 2 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 243 93862 . 2239 65115 . 4693 S60023 ' 01"W 100 . 00 2105 93812 . 8048 65028 . 5339 N29036 ' 59"W 49 . 87 PC 2106 93856 . 1595 65003 . 8887 N30054 ' 23"W 10 . 13 225 . 00 2034 ' 48" 10 . 13 PT 2107 93864 . 8518 64998 . 6851 N609,23 ' 01"E 100 . 23 2108 93914 . 3845 65085 . 8204 S29036 ' 59"E 60 . 00 2109 93862 . 2233 65115 . 4719 Traverse LOT 2 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 121832 Closed Loop Ang ular HorizDist : 320 . 23 FT Linear 0 . 00 FT SlopeDist : 320 . 23 FT *Northing -0 . 00 FT Points : 6 *Easting 0 . 00 FT Area : 6000 . 7 SQFT *Elevation 0 . 00 FT 0 . 138 ACRES *Bearing S76045 ' 42"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 243 93862 .2239 65115 . 4693 0 . 00 Closing Pt 2109 93862 . 2233 65115 . 4719 0 . 00 Correct Pt 243. 93862 . 2239 65115 . 4693 0 . 00 August 21, 1998 PAGE 21 Group 4, Inc PLAT CHECK {#A'7t`, Survey: STAFFORD CREST DIV. 1 Traverse : LOT 3 DF=1 . 000000000 1! Pt Northing Easting Bearing HorizDi Radius Delta Arc 244 93910 . 0383 65088 .2888 S60°23 ' O1"W 100 .23 PC 2110 93860 . 5056 65001 . 1535 N36°54 ' 50"W 37 . 01 225 . 00 9026' 05" 37 .05 PT 2491 93890 . 0952 64978 . 9259 N43°09 ' 52"E 48 .28 2492 93925 . 3103 65011 . 9540 N60°23 ' 01"E 58 . 81 2493 93954 . 3736 65063 . 0807 S29°36 ' 59"E 51 . 00 2494 93910 . 0366 65088 . 2844 Traverse LOT 3 ERROR SUMMARY: TRAVERSE SUMMARY: t: Relative 1 : 62412 Closed Loop Angular HorizDist: 295 . 37 FT wq Linear 0 . 00 FT SlopeDist : 295 . 37 FT *Northing -0 . 00 FT Points : 6 *Easting -0 . 00 FT Area: 4916.7 SQFT *Elevation 0 . 00 FT 0 . 11 ACRES ' *Bearing S68°37 ' 25"W ' TRAVERSE ADJUSTMENTS: * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 244 93910 . 0383 65088 . 2888 0 . 00 Closing Pt 2494 93910 . 0366 65088 . 2844 0 . 00 Correct Pt 244 93910. 0383 65088 .2888 0 . 00 December 16, 1998 PAGE 22 Group 4, Inc i } •ti, PLAT CHECK < Survey: STAFFORD CREST DIV. 1 Traverse: LOT 4 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 260 93954 . 3753 65063 . 0851 S60°23 ' 01"W 58 . 81 2495 93925 . 3120 65011 . 9584 S43°09 ' 52"W 48 . 28 PC 2496 93890 . 0968 64978 . 9303 N47°07 ' 17"W 43 . 05 225 . 00 10°58 ' 50" 43 . 12 PT 2497 93919. 3932 64947 . 3801 N28°53 ' 20"E 138 . 99 PC 2498 94041 . 0871 65014 . 5279 S40°25 ' 08"E 13 . 90 25 . 00 32°17 ' 25" 14 . 0% PC 2499 94030 . 5019 65023 . 5425 526°56' 42"E 69 .57 746 . 34 5°20 ' 34" 69 . 60 PT 2500 93968 . 4840 65055 . 0673 S29°36 ' 59"E 16 . 23 2501 93954 .3744 65063 . 0880 Traverse LOT 4 ERROR SUMMARY: TRAVERSE SUMMARY: R Relative 1 : 129418 Closed Loop Angular HorizDist: 389 . 12 FT iF Linear 0 . 00 FT SlopeDist : 389 . 12 FT a. *Northing -0 . 00 FT Points : 8 *Easting 0 . 00 FT Area: 7741 . 8 SQFT *Elevation 0 . 00 FT 0 . 18 ACRES *Bearing S72°58 ' 53"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 260 93954 . 3753 65063 . 0851 0 . 00 Closing Pt 2501 93954 .3744 65063 . 0880 0 . 00 Correct Pt 260 93954 . 3753 65063 . 0851 0 . 00 December 16, 1998 PAGE 23 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 5 ,{ DF=1 . 000000000 ,' .4'r Pt Northing Easting Bearing HorizDi Radius Delta A # 248 94041 . 0870 65014 . 5256 S28°53 ' 20"W 138 . 99 PC 2120 93919. 3932 64947 . 3778 N59°19 ' 00"W 52 . 54 225 . 00 13°24 ' 36" 52 . 66 PT 2502 93946 . 2044 64902 . 1926 N16°51 ' 31"E 59 . 36 2503 94003 . 0133 64919. 4077 N 1°08 ' 46"E 43 . 84 2504 94046. 8445 64920 . 2846 S88°51 ' 14"E 80 . 98 a PC 2505 94045 .2247 65001 .2484 S72042132"E 13 . 90 25 . 00 32°17 ' 24" 14 . 09 PT 2506 94041 . 0923 65014 . 5235 Traverse LOT 5 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 68820 Closed Loop Angular HorizDist : 389 . 92 FT Linear 0 . 01 FT SlopeDist : 389 . 92 FT *Northing 0 . 01 FT Points : 7 *Easting -0 . 00 FT Area : 8203 . 5 SQFT *Elevation 0 . 00 FT 0 . 19 ACRES *Bearing N21°57 ' 06"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 248 94041 . 0870 65014 . 5256 0 . 00 Closing Pt 2506 94041 . 0923 65014 . 5235 0 . 00 Correct Pt 248 94041 . 0870 65014 . 5256 0 . 00 December 16, 1998 PAGE 24 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 6 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A 261 94046 . 8393 64920 . 2833 S 1°08 ' 46"W 43 . 84 2507 94003 . 0081 64919 . 4064 S16°51 ' 31"W 59 . 36 PC 2508 93946. 1992 64902 . 1914 N71°32 ' 47"W 43 . 32 225 . 00 11°02 ' 57" 43.39 PT 2509 93959 . 9125 64861 . 0963 N 2°10 ' 43"E 88 . 10 2510 94047 . 9488 64864 . 4454 S88°51 ' 14"E 55 . 85 G 2511 94046 . 8317 64920 .2842 Traverse LOT 6 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 38061 Closed Loop Angular HorizDist: 290 . 54 FT Linear 0 . 01 FT SlopeDist: 290 . 54 FT *Northing -0 . 01 FT Points : 6 *Easting 0 . 00 FT Area: 4973 . 7 SQFT *Elevation 0 . 00 FT 0 . 11 ACRES *Bearing S 6°43 ' 32"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 261 94046. 8393 64920 .2833 0 . 00 Closing Pt 2511 94046. 8317 64920 .2842 0 . 00 Correct Pt 261 94046. 8393 64920 .2833 0 . 00 December 16, 1998 PAGE 25 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 7 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A c 252 94047 . 9563 64864 . 4464 S 2°10 ' 43"W 88 . 10 PC 2129 93959 . 9200 64861 . 0973 N82°26 ' 46"W 42 . 16 225 . 00 10045 ' 02" 42 . 22 PT 2130 93965 . 4617 64819 . 3077 N87°49 ' 17"W 13 . 03 2131 93965 . 9570 64806 . 2871 N 2°10 ' 43"E 94 . 76 PC 2132 94060 . 6485 64809 . 8894 S76°39 ' 37"E 54 . 92 130 . 00 24 °23 ' 13" 5 . 33 PT 2133 94047 . 9783 64863 . 3233 S88°51 ' 14"E 1 . 12 2134 94047 . 9559 64864 . 4430 Traverse LOT 7 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 87020 Closed Loop Angular HorizDist : 294 . 56 FT Linear 0 . 00 FT SlopeDist : 294 . 56 FT *Northing -0 . 00 FT Points : 7 *Easting -0 . 00 FT Area : 4861 . 0 SQFT *Elevation 0 . 00 FT 0 . 11 ACRES *Bearing S83°10 ' 46"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 252 94047 . 9563 64864 . 4464 0 . 00 Closing Pt 2134 94047 . 9559 64864 . 4430 0 . 00 Correct Pt 252 94047 . 9563 64864 . 4464 0 . 00 i July 31, 1998 PAGE 26 Group 4 , Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 8 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc ==== 255 94060 . 6490 64809 . 8895 S 2°10 ' 43"W 94 . 76 2135 93965 . 9575 64806. 2872 N87°49 ' 17"W 60 . 00 2136 93968 . 2384 64746 . 3306 N 2°10 ' 43"E 111 . 90 2137 94080 . 0575 64750 . 5844 S89°02 ' 57"E 8 . 33 PC 2138 94079 . 9193 64758 . 9133 S73°03 ' 26"E 37 . 97 68 . 92 31°59 ' 01" 38 . 47 PC 2139 94068 . 8528 64795 . 2400 S60°45 ' 59"E 16 . 78 130 . 00 7°24 ' 05" 16 . 79 PT 2140 94060 . 6572 64809 . 8841 Traverse LOT 8 ! ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 33763 Closed Loop Angular HorizDist : 330 . 26 FT Linear 0 . 01 FT SlopeDist : 330 . 26 FT *Northing 0 . 01 FT Points : 7 *Easting -0 . 01 FT Area : 6409 . 3 SQFT *Elevation 0 . 00 FT 0 . 15 ACRES *Bearing N33°18 ' 18"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 255 94060 . 6490 64809 . 8895 0 . 00 Closing Pt 2140 94060 . 6572 64809 . 8841 0 . 00 Correct Pt 255 94060 . 6490 64809 . 8895 0 . 00 July 31, 1998 PAGE 27 Group 4 , Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 9 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Aic 256 94080 . 0496 64750 . 5842 S 2°10 ' 43"W 111 . 90 2141 93968 . 2305 64746. 3303 N87 °49 ' 17"W 36. 00 PC 2142 93969 . 5990 64710 . 3564 N42°49 ' 17"W 41 . 01 29 . 00 90°00 ' 00" 4 . . 55 PT 2143 93999 . 6805 64682 . 4798 N 2 °10 ' 43"E 53 . 12 PC 2144 94052 . 7621 64684 . 4991 N46°33 ' 53"E 40 . 57 29 . 00 88 °46 ' 20" 44 . 93 PT 2145 94080 . 6557 64713 . 9594 S89°02 ' 57"E 36. 63 2146 94080 . 0478 64750 . 5843 Traverse LOT 9 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 182890 Closed Loop Angular HorizDist : 328 . 13 FT Linear 0 . 00 FT SlopeDist : 328 . 13 FT *Northing -0 . 00 FT Points : 7 *Easting 0 . 00 FT Area: 6876 . 0 SQFT *Elevation 0 . 00 FT 0 . 16 ACRES *Bearing S 4 °20 ' 50"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 256 94080 . 0496 64750 . 5842 0 . 00 Closing Pt 2146 94080 . 0478 64750 . 5843 0 . 00 Correct Pt 256 94080 . 0496 64750 . 5842 0 . 00 1 July 31, 1998 PAGE 28 Group 4, Inc I:. PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 10 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 235 93818 . 3433 64740 . 6283 N87 °49 ' 17"W 65 . 00 2147 93820 . 8143 64675 . 6753 N 2°10 ' 43"E 77 . 00 PC 2148 93897 . 7586 64678 . 6024 N47 °10 ' 43"E 41 . 01 29 . 00 90°00 ' 00" 45 . 55 PT 2149 93925 . 6352 64708 . 6839 S87°49 ' 17"E 36. 00 2150 93924 . 2667 64744 . 6579 S 2°10 ' 43"W 106. 00 2151 93818 . 3433 64740 . 6283 Traverse LOT 10 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 329 . 55 FT Linear 0 . 00 FT SlopeDist : 329 . 55 FT *Northing 0. 00 FT Points : 6 *Easting 0 . 00 FT Area: 6709. 5 SQFT *Elevation 0 . 00 FT 0 . 15 ACRES *Bearing N 0°00 ' 00"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 235 93818 . 3433 64740. 6283 0 . 00 Closing Pt 2151 93818 . 3433 64740 . 6283 0 . 00 Correct Pt 235 93818 . 3433 64740 . 6283 0 . 00 I July 31, 1998 PAGE 29 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 11 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc _ 235 93818 . 3433 64740 . 6283 N 2°10 ' 43"E 106. 00 2152 93924 . 2667 64744 . 6579 S87°49 ' 17"E 50. 00 2153 93922 . 3659 64794 . 6217 S 2°10 ' 43"W 106. 00 2154 93816. 4426 64790 . 5922 N87°49 ' 17"W 50 . 00 2155 93818 . 3433 64740 . 6283 Traverse LOT 11 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 312 . 00 FT Linear 0 . 00 FT SlopeDist : 312 . 00 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 00 FT Area: 5300 . 0 SQFT *Elevation 0 . 00 FT 0 . 12 ACRES *Bearing N 0°00 ' 00"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 235 93818 . 3433 64740 . 6283 0 . 00 Closing Pt 2155 93818 . 3433 64740 . 6283 0 . 00 Correct Pt 235 93818 . 3433 64740 . 6283 0 . 00 July 31, 1998 PAGE 30 Group 4, Inc YR ! ^ PLAT CHECK Survey: STAFFORD CREST DIV. 1 t '' Traverse: LOT 12 DF=1 . 000000000 ````Ni Pt Northing Easting Bearing HorizDi Radius Delta A c 234 93816. 4426 64790 .5921 N 2°10 ' 43"E 106. 00 2156 93922 . 3660 64794 . 6217 S87°49 ' 17"E 23 . 03 PC 2157 93921 . 4905 64817 . 6350 578°26152"E 58 . 96 181 . 00 18°44 ' 50" 51 . 22 PT 2512 93909 . 6832 64875 . 4002 S26°05 ' 12"W 115 .27 2513 93806. 1558 64824 . 7125 N73°13 ' 47"W 35 . 64 2514 93816. 4392 64790 . 5883 Traverse LOT 12 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 65788 Closed Loop Angular HorizDist: 339 . 16 FT Linear 0 . 01 FT SlopeDist: 339 . 16 FT *Northing -0 . 00 FT Points : 6 *Easting -0 . 00 FT Area: 6536 . 4 SQFT *Elevation 0 . 00 FT 0 . 15 ACRES *Bearing S48°15 ' 47"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 234 93816. 4426 64790 . 5921 0 . 00 Closing Pt 2514 93816. 4392 64790 . 5883 0 . 00 Correct Pt 234 93816. 4426 64790 . 5921 0 . 00 December 16, 1998 PAGE 31 Group 4, Inc • PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 13 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 231 93806. 1597 64824 . 7146 `. �:..F ' . N26°05 ' 12"E 115 . 27 1-- - , � !..PC 2515 93909 . 6871 64875 . 4023 • ; .- S57°29 ' 46"E 72 . 65 181 . 00 23°09 ' 21" 7 '15PT 2516 93870 . 6464 64936. 6751 . ,ki.,1,.. S48°00 ' S9"W 110 . 00 `:elk2517 93797 . 0654 64854 . 9081 1., i . N73°13 ' 47"W 31 . 53 2518 93806. 1629 64824 . 7191Traverse LOT 13 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 59312 Closed Loop Angular HorizDist: 329 . 95 FT Linear 0 . 01 FT SlopeDist : 329 . 95 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 00 FT Area : 5822 . 5 SQFT *Elevation 0 . 00 FT 0 . 13 ACRES *Bearing N54°17 ' 24"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 231 93806. 1597 64824 . 7146 0 . 00 Closing Pt 2518 93806. 1629 64824 .7191 0 . 00 Correct Pt 231 93806. 1597 64824 .7146 0 . 00 December 16, 1998 PAGE 32 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 14 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc • 230 93797 . 0614 64854 . 9060 N48°00 ' 59"E 110 . 00 PC 2165 93870 . 6424 64936. 6730 S37°46 ' 02"E 51 . 33 181 . 00 16°18 ' 07" 5 . . 50 PT 2166 93830 . 0697 64968 . 1074 S29°36' 59"E 24 . 49 2167 93808 . 7792 64980 . 2101 S60°23 ' 01"W 96 . 15 2168 93761 . 2628 64896. 6217 N65°14 ' 00"W 23 . 86 2169 93771 .2583 64874 . 9564 N37°51 ' 06"W 32 . 68 2170 93797 . 0625 64854 . 9033 Traverse LOT 14 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 114636 Closed Loop Angular HorizDist: 338 . 68 FT Linear 0 . 00 FT SlopeDist : 338 . 68 FT *Northing 0 . 00 FT Points : 7 *Easting -0 . 00 FT Area: 6949 . 3 SQFT *Elevation 0 . 00 FT 0 . 16 ACRES *Bearing N67°19 ' 24"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 230 93797 . 0614 64854 . 9060 0 . 00 Closing Pt 2170 : 1 93797 . 0625 64854 . 9033 0 . 00 Correct Pt 230 93797 . 0614 64854 . 9060 0 . 00 • December 16, 1998 PAGE 33 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 15 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Ax,c 225 93761 . 2640 64896. 6246 N60°23 ' 01"E 96. 15 2519 93808 .7804 64980 .2129 S29°36 ' 59"E 50 . 00 2520 93765 . 3127 65004 . 9225 S60°23 ' 01"W 100 . 00 2521 93715 . 8937 64917 . 9871 ?' N25°12 ' 35"W 50 . 15 2522 93761 .2671 64896. 6266 Traverse LOT 15 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 79780 Closed Loop Angular HorizDist: 296. 30 FT Linear 0 . 00 FT SlopeDist : 296. 30 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 00 FT Area: 4903 . 7 SQFT *Elevation 0 . 00 FT 0 . 11 ACRES *Bearing N32°18 ' 28"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 225 93761 .2640 64896. 6246 0 . 00 Closing Pt 2522 93761 .2671 64896 . 6266 0 . 00 Correct Pt 225 93761 .2640 64896. 6246 0 . 00 December 16, 1998 PAGE 34 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 16 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 226 93715 . 8921 64917 . 9845 N60°23 ' 01"E 100 . 00 2174 93765 . 3112 65004 . 9199 S29°36 ' 59"E 55 . 00 2175 93717 . 4967 65032 . 1003 S60°23 ' 01"W 100 . 00 2176 93668 . 0777 64945 . 1650 N29°36 ' 59"W 55 . 00 2177 93715 . 8921 64917 . 9845 Traverse LOT 16 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist: 310 . 00 FT Linear 0 . 00 FT SlopeDist : 310 . 00 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 00 FT Area : 5500 . 0 SQFT *Elevation 0 . 00 FT 0 . 13 ACRES *Bearing N 0°00 ' 00"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 226 93715 . 8921 64917 . 9845 0 . 00 Closing Pt 2177 93715 . 8921 64917 . 9845 0 . 00 Correct Pt 226 93715 . 8921 64917 . 9845 0 . 00 i July 31, 1998 PAGE 35 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 17 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A -c 220 93668 . 0777 64945 . 1650 N60°23 ' 01"E 100 . 00 2178 93717 . 4968 65032 . 1004 S29°36 ' 59"E 50 . 55 2179 93673 . 5509 65057 . 0817 S60°23 ' 01"W 100 . 00 2180 93624 . 1319 64970 . 1463 N29°36 ' 59"W 50 . 55 2181 93668 . 0777 64945 . 1650 Traverse LOT 17 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 301 . 10 FT Linear 0 . 00 FT SlopeDist : 301 . 10 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 00 FT Area : 5055 . 0 SQFT *Elevation 0 . 00 FT 0 . 12 ACRES *Bearing N 0°00 ' 00"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 220 93668 . 0777 64945 . 1650 0 . 00 Closing Pt 2181 93668 . 0777 64945 . 1650 0 . 00 Correct Pt 220 93668 . 0777 64945 . 1650 0 . 00 July 31, 1998 PAGE 36 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 18 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 217 93624 . 1308 64970 . 1470 N60023 ' 01"E 100 . 00 2182 93673 . 5499 65057 . 0824 S29036 ' 59"E 60 . 00 2183 93621 . 3886 65086 . 7338 S60023 ' 01"W 100 . 00 2184 93571 . 9696 64999 . 7984 N29036 ' 59"W 60 . 00 2185 93624 . 1308 64970 . 1470 Traverse LOT 18 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 320 . 00 FT Linear 0 . 00 FT SlopeDist : 320 . 00 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 00 FT Area : 6000 . 0 SQFT *Elevation • 0 . 00 FT 0 . 138 ACRES *Bearing N44059 ' 00"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 217 93624 . 1308 64970 . 1470 0 . 00 Closing Pt 2185 93624 . 1308 64970. 1470 0 . 00 Correct Pt 217 93624 . 1308 64970 . 1470 0 . 00 August 21, 1998 PAGE 37 Group 4 , Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 19 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 212 93576 . 3164 64997 . 3275 N60023 ' 01"E 100. 00 2186 93625 . 7355 65084 . 2629 S29036 ' 59"E 50 . 00 2187 93582 . 2678 65108 . 9724 S60023 ' 01"W 100 . 00 2188 93532 . 8487 65022 . 0370 N29036' 59"W 50 . 00 2189 93576. 3164 64997 . 3275 Traverse LOT 19 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 300 . 00 FT Linear 0 . 00 FT SlopeDist : 300 . 00 FT *Northing 0 . 00 FT Points : 5 *Easting 0. 00 FT Area : 5000 . 0 SQFT *Elevation 0 . 00 FT 0 . 115 ACRES *Bearing N44059 ' 00"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 212. 93576 . 3164 64997 . 3275 0 . 00 Closing Pt 2189 93576. 3164 64997 . 3275 0 . 00 Correct Pt 212 93576. 3164 64997 . 3275 0 . 00 August 21, 1998 PAGE 38 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 20 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Ar : 209 93528 . 5019 65024 . 5080 N60°23 ' 01"E 100 . 00 • 2190 93577 . 9210 65111 . 4434 S29°36 ' 59"E 16. 51 PC 2191 93563 . 5679 65119 . 6024 522°02 ' 38"E 55 . 61 211 . 00 15°08 ' 41" 5- 77 PT 2192 93512 . 0229 65140 . 4741 S75°49 ' 46"W 112 . 29 2193 93484 . 5333 65031 . 6009 N 9°09 ' 46"W 44 . 54 2194 93528 . 5049 65024 . 5084 Traverse LOT 20 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 107997 Closed Loop Angular HorizDist : 329 . 11 FT Linear 0 . 00 FT SlopeDist : 329 . 11 FT *Northing 0 . 00 FT Points : 6 *Easting 0 . 00 FT Area: 6201 . 5 SQFT *Elevation 0 . 00 FT 0 . 14 ACRES *Bearing N 7 °15 ' 29"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 209 93528 . 5019 65024 . 5080 0 . 00 Closing Pt 2194 93528 . 5049 65024 . 5084 0 . 00 Correct Pt 209 93528 . 5019 65024 . 5080 0 . 00 I4 July 31, 1998 PAGE 39 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 21 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Ar: 205 93484 . 5336 65031 . 6001 N75°49 ' 46"E 112 . 29 PC 2195 93512 . 0232 65140 . 4733 S 6°31 ' 35"E 58 . 33 211 . 00 15°53 ' 26" 5: 1. 52 PT 2196 93454 . 0693 65147 . 1033 S 1°25 ' 08"W 15 . 02 2197 93439 . 0539 65146. 7314 N88 °34 ' 52"W 108 . 26 2198 93441 . 7346 65038 . 5046 N 9°09 ' 46"W 43 . 35 2199 93484 . 5315 65031 . 6015 Traverse LOT 21 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 132511 Closed Loop Angular HorizDist : 337 . 44 FT Linear 0 . 00 FT SlopeDist : 337 . 44 FT *Northing -0 . 00 FT Points : 6 *Easting 0 . 00 FT Area: 6504 . 3 SQFT *Elevation 0 . 00 FT 0 . 15 ACRES *Bearing S34 °19 ' 36"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 205 93484 . 5336 65031 . 6001 0 . 00 Closing Pt 2199 93484 . 5315 65031 . 6015 0 . 00 Correct Pt 205 93484 . 5336 65031 . 6001 0 . 00 July 31, 1998 PAGE 40 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 22 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A __ 202 93441 . 7372 65038 . 5031 S88°34 ' 52"E 108 . 26 2200 93439 . 0565 65146. 7299 S 1°25 ' 08"W 56 . 60 PC 2201 93382 . 4738 65145 . 3284 536°30 ' 10"W 64 . 37 56. 00 70°10 ' 04" 6 . . 58 PT 2202 93330 . 7276 65107 . 0343 N36°01 ' 26"W 110 . 62 2203 93420 . 1939 65041 . 9762 N 9°09 ' 46"W 21 . 82 2204 93441 . 7355 65038 . 5015 Traverse LOT 22 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 157891 Closed Loop Angular HorizDist : 365 . 88 FT Linear 0 . 00 FT SlopeDist : 365 . 88 FT *Northing -0 . 00 FT Points : 6 *Easting -0 . 00 FT Area: 7953 . 1 SQFT *Elevation 0 . 00 FT 0 . 18 ACRES *Bearing S42°06 ' 50"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 202 93441 . 7372 65038 . 5031 0 . 00 Closing Pt 2204 93441 . 7355 65038 . 5015 0 . 00 Correct Pt 202 93441 . 7372 65038 . 5031 0 . 00 July 31, 1998 PAGE 41 Group 4 , Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 23 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Ar: 201 93420 . 1945 65041 . 9780 536°01 ' 26"E 110 . 62 PC 2205 93330 . 7282 65107 . 0361 S78°30 ' 12"W 13 . 49 56 . 00 13°50 ' O1" 13 . 52 PT 2206 93328 . 0399 65093 . 8188 585°25 ' 13"W 80 . 37 2207 93321 . 6227 65013 . 7054 N 4 °34 ' 47"W 96 . 00 2208 93417 . 3162 65006 . 0402 N85°25 ' 13"E 36. 05 2209 93420 . 1946 65041 . 9751 Traverse LOT 23 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 114402 Closed Loop Angular HorizDist : 336. 56 FT Linear 0 . 00 FT SlopeDist : 336 . 56 FT *Northing 0 . 00 FT Points : 6 *Easting -0 . 00 FT Area : 6270 . 7 SQFT *Elevation 0 . 00 FT 0 . 14 ACRES *Bearing N87°56 ' 06"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 201 93420 . 1945 65041 . 9780 0 . 00 Closing Pt 2209 93420 . 1946 65041 . 9751 0 . 00 Correct Pt 201 93420 . 1945 65041 . 9780 0 . 00 July 31, 1998 PAGE 42 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 24 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A:1c 198 93417 . 3160 65006 . 0436 S 4°34 ' 47"E 96. 00 2210 93321 . 6225 65013 . 7088 S85°25 ' 13"W 33 . 62 PC 2211 93318 . 9381 64980 . 1962 N49°34 ' 47"W 41 . 01 29 . 00 90°00 ' 00" 45 . 55 PT 2212 93345 . 5300 64948 . 9732 N 4 °34 ' 47"W 26. 45 PC 2213 93371 . 8955 64946 . 8613 N 6°46 ' 11"W 40 . 58 531 . 00 4 °22 ' 48" 4C . 59 PT 2214 93412 . 1952 64942 . 0774 N85°25 ' 13"E 64 . 17 2215 93417 . 3189 65006 . 0426 Traverse LOT 24 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 98876 Closed Loop Angular HorizDist : 306 . 39 FT Linear 0 . 00 FT SlopeDist : 306. 39 FT *Northing 0 . 00 FT Points : 7 *Easting -0 . 00 FT Area : 5852 . 2 SQFT *Elevation 0 . 00 FT 0 . 13 ACRES *Bearing N19°33 ' 07"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 198 93417 . 3160 65006. 0436 0 . 00 Closing Pt 2215 93417 . 3189 65006 . 0426 0 . 00 Correct Pt 198 93417 . 3160 65006. 0436 0 . 00 July 31, 1998 PAGE 43 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 25 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 201 93420 . 1945 65041 . 9780 S85°25 ' 13"W 100 . 22 PC 2216 93412 . 1923 64942 . 0780 N11°28 ' 49"W 46. 71 531 . 00 5°02 ' 29" 4C . 72 PT 2217 93457 . 9648 64932 . 7817 N75°59 ' 54"E 102 . 15 2218 93482 . 6800 65031 . 8967 S 9°09 ' 46"E 63 . 30 2219 93420 . 1878 65041 . 9766 Traverse LOT 25 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 45415 Closed Loop Angular HorizDist : 312 . 39 FT Linear 0 . 01 FT SlopeDist : 312 . 39 FT *Northing -0 . 01 FT Points : 5 *Easting -0 . 00 FT Area : 5528 . 7 SQFT *Elevation 0 . 00 FT 0 . 13 ACRES *Bearing S11°33 ' 53"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 201 93420 . 1945 65041 . 9780 0 . 00 Closing Pt 2219 93420 . 1878 65041 . 9766 0 . 00 Correct Pt 201 93420 . 1945 65041 . 9780 0 . 00 July 31, 1998 PAGE 44 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 26 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 207 93482 . 6832 65031 . 8986 S75°59 ' 54"W 102 . 15 PC 2220 93457 . 9680 64932 . 7836 N17°08 ' 27"W 58 . 16 531 . 00 6°16 ' 42" 5 . 19 PT 2221 93513 . 5415 64915 . 6436 N69°43 ' 12"E 103 . 40 2222 93549 . 3808 65012 . 6338 S29°36 ' 59"E 24 . 02 2223 93528 . 4989 65024 . 5043 S 9°09 ' 46"E 46 . 41 2224 93482 . 6811 65031 . 8946 Traverse LOT 26 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 74174 Closed Loop Angular HorizDist : 334 . 17 FT Linear 0 . 00 FT SlopeDist : 334 . 17 FT *Northing -0 . 00 FT Points : 6 *Easting -0 . 00 FT Area : 6709 . 3 SQFT *Elevation 0 . 00 FT 0 . 15 ACRES *Bearing S61°50 ' 32"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 207 93482 . 6832 65031 . 8986 0 . 00 Closing Pt 2224 93482 . 6811 65031 . 8946 0 . 00 Correct Pt 207 93482 . 6832 65031 . 8986 0 . 00 July 31, 1998 PAGE 45 Group 4 , Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 27 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 208 93549 . 3819 65012 . 6386 S69°43 ' 12"W 103 . 40 PC 2225 93513 . 5426 64915 . 6484 N23°08 ' 27"W 53 . 00 531 . 00 5°43 ' 18" 53 . 03 PT 2226 93562 . 2826 64894 . 8179 N63°59 ' 54"E 96. 25 2227 93604 . 4783 64981 . 3256 S29°36 ' 59"E 63 . 37 2228 93549 . 3874 65012 . 6425 Traverse LOT 27 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 46956 Closed Loop Angular HorizDist : 316 . 05 FT Linear 0 . 01 FT SlopeDist : 316 . 05 FT *Northing 0 . 01 FT Points : 5 *Easting 0 . 00 FT Area : 5757 . 5 SQFT *Elevation 0 . 00 FT 0 . 13 ACRES *Bearing N35°19 ' 01"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 208 93549 . 3819 65012 . 6386 0 . 00 Closing Pt 2228 93549 . 3874 65012 . 6425 0. 00 Correct Pt 208 93549 . 3819 65012 . 6386 0 . 00 July 31, 1998 PAGE 46 Group 4 , Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 28 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Ak-c 215 93604 . 4750 64981 . 3205 S63°59 ' 54"W 96. 25 PC 2229 93562 . 2793 64894 . 8128 N27°48 ' 33"W 33 . 50 531 . 00 3°36 ' 55" 33 . 51 PT 2230 93591 . 9100 64879 . 1842 N29°36 ' 59"W 14 . 49 2231 93604 . 5069 64872 . 0233 N58°13 ' 19"E 95 . 07 2232 93654 . 5736 64952 . 8418 S29°36 ' 59"E 57 . 63 2233 93604 . 4728 64981 . 3220 Traverse LOT 28 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 110609 Closed Loop Angular HorizDist : 296. 95 FT Linear 0 . 00 FT SlopeDist : 296. 95 FT *Northing -0 . 00 FT Points : 6 *Easting 0 . 00 FT Area: 5031 . 1 SQFT *Elevation 0 . 00 FT 0 . 12 ACRES *Bearing S34 °19 ' 46"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 215 93604 . 4750 64981 . 3205 0 . 00 Closing Pt 2233 93604 . 4728 64981 . 3220 0 . 00 Correct Pt 215 93604 . 4750 64981 . 3205 0 . 00 I July 31, 1998 PAGE 47 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 29 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Ax.c 216 93654 . 5727 64952 . 8420 S58°13 ' 19"W 95 . 07 2234 93604 . 5060 64872 . 0235 N29°36 ' 59"W 34 . 18 PC 2235 93634 . 2205 64855 . 1321 N33°37 ' 43"W 25 . 33 181 . 00 8 °01 ' 28" 2`! . 35 PT 2236 93655 . 3104 64841 . 1048 N51°45 ' 44"E 97 . 88 2237 93715 . 8909 64917 . 9845 S29°36 ' 59"E 70 . 53 2238 93654 . 5754 64952 . 8398 Traverse LOT 29 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 91639 Closed Loop Angular HorizDist : 323 . 01 FT 1, Linear 0 . 00 FT SlopeDist : 323 . 01 FT *Northing 0 . 00 FT Points : 6 *Easting -0 . 00 FT Area : 6202 . 1 SQFT *Elevation 0 . 00 FT 0. 14 ACRES *Bearing N39°09 ' 45"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt T' Closing Points Northing Easting Elevation Initial Pt 216 93654 . 5727 64952 . 8420 0 . 00 Closing Pt 2238 93654 . 5754 64952 . 8398 0 . 00 Correct Pt 216 93654 . 5727 64952 . 8420 0 . 00 July 31, 1998 PAGE 48 Group 4 , Inc lr: PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 30 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A#c 226 93715 . 8921 64917 . 9845 S51°45 ' 44"W 97 . 88 PC 2239 93655 . 3116 64841 . 1048 N44°48 ' 48"W 45 .20 181 . 00 14°20 ' 43" 4 .32 PT 2240 93687 . 3761 64809. 2484 N38°04 ' 18"E 106. 55 2241 93771 .2565 64874 . 9521 S65°14' 00"E 23 . 86 2242 93761 .2610 64896. 6175 S25°12 ' 35"E 50 . 15 4 2523 93715 . 8875 64917 . 9780 Traverse LOT 30 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 40659 Closed Loop Angular HorizDist: 323 .76 FT Linear 0 . 01 FT SlopeDist: 323 . 76 FT *Northing -0 . 00 FT Points : 6 *Easting -0 . 01 FT Area : 6162 . 9 SQFT *Elevation 0 . 00 FT 0 . 14 ACRES *Bearing S54°51 ' 11"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 226 93715 . 8921 64917 . 9845 0 . 00 Closing Pt 2523 93715 . 8875 64917 . 9780 0 . 00 Correct Pt 226 93715 . 8921 64917 . 9845 0 . 00 December 16, 1998 PAGE 49 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 31 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Al 224 93771 . 2610 64874 . 9560 S38°04 ' 18"W 106. 55 PC 2243 93687 . 3806 64809. 2523 N58°17 ' 42"W 39 . 78 181 . 00 12°37 ' 04" 3 • . 86 PT 2244 93708 . 2866 64775 . 4092 N20°54 ' 50"E 108 . 22 2245 93809 . 3768 64814 . 0399 S73°13 ' 47"E 42 . 68 2246 93797 . 0622 64854 . 9046 S37°51 ' 06"E 32 . 68 2247 93771 . 2580 64874 . 9577 Traverse LOT 31 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 94729 Closed Loop Angular HorizDist : 329 . 99 FT Linear 0 . 00 FT SlopeDist : 329 . 99 FT *Northing -0 . 00 FT Points : 6 *Easting 0 . 00 FT Area : 6296. 0 SQFT *Elevation 0 . 00 FT 0 . 14 ACRES *Bearing S29°39 ' 48"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 224 93771 . 2610 64874 . 9560 0 . 00 Closing Pt 2247 93771 . 2580 64874 . 9577 0 . 00 Correct Pt 224 93771 . 2610 64874 . 9560 0 . 00 July 31, 1998 PAGE 50 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 32 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta 241 93809 . 3767 64814 . 0392 S20°54 ' 50"W 108 .22 PC 2248 93708 . 2865 64775 . 4085 N71°35 ' 21"W 44 . 03 181 . 00 13°58 ' 17" 44 . 14 PT 2249 93722 . 1913 64733 . 6349 N 8°53 ' 16"E 97 . 02 2250 93818 . 0464 64748 . 6245 S87 °49 ' 17"E 42 . 00 2251 93816 . 4498 64790 . 5941 S73°13 ' 47"E 24 . 49 2252 93809 . 3835 64814 . 0426 Traverse LOT 32 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 41400 Closed Loop Angular HorizDist : 315 . 87 FT Linear 0 . 01 FT SlopeDist : 315 . 87 FT *Northing 0 . 01 FT Points : 6 *Easting 0 . 00 FT Area : 5670 . 5 SQFT *Elevation 0 . 00 FT 0 . 13 ACRES *Bearing N26°10 ' 44"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 241 93809 . 3767 64814 . 0392 0 . 00 Closing Pt 2252 93809 . 3835 64814 . 0426 0 . 00 Correct Pt 241 93809 . 3767 64814 . 0392 0 . 00 July 31, 1998 PAGE 51 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 33 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A -c 238 93818 . 0392 64748 . 6225 S 8°53 ' 16"W 97 . 02 PC 2253 93722 . 1841 64733 . 6329 N83°11 ' 53"W 29 . 18 181 . 00 9°14 ' 47" 2a . 21 PT 2254 93725 . 6398 64704 . 6602 N87°49 ' 17"W 3 . 58 PC 2255 93725 . 7759 64701 . 0828 N42°49 ' 17"W 41 . 01 29 . 00 90°00 ' 00" 4 !) . 55 PT 2256 93755 . 8574 64673 . 2062 N 2°10 ' 43"E 65 . 00 2257 93820 . 8104 64675 . 6772 S87°49 ' 17"E 73 . 00 2258 93818 . 0353 64748 . 6244 Traverse LOT 33 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 72920 Closed Loop Angular HorizDist : 313 . 36 FT Linear 0 . 00 FT SlopeDist : 313 . 36 FT *Northing -0 . 00 FT Points : 7 *Easting 0 . 00 FT Area : 6184 . 6 SQFT *Elevation 0 . 00 FT 0 . 14 ACRES *Bearing S26°13 ' 31"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 238 93818 . 0392 64748 . 6225 0 . 00 Closing Pt 2258 93818 . 0353 64748 . 6244 0 . 00 Correct Pt 238 93818 . 0392 64748 . 6225 0 . 00 July 31, 1998 PAGE 52 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 34 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 53 93932 . 3258 64532 . 8111 S87°49 ' 17"E 74 . 00 PC 2259 93929 . 5127 64606. 7576 S42°49 ' 17"E 41 . 01 29 . 00 90°00 ' 00" 4 . 55 PT 2260 93899. 4312 64634 . 6342 S 2°10 ' 43"W 36. 00 2261 93863 . 4573 64633 . 2657 N87°49 ' 17"W 103 . 00 2262 93867 . 3728 64530 . 3401 N 2°10 ' 43"E 65 . 00 2263 93932 . 3258 64532 . 8111 Traverse LOT 34 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 323 . 55 FT Linear 0 . 00 FT SlopeDist : 323 . 55 FT *Northing 0 . 00 FT Points : 6 *Easting 0 . 00 FT Area : 6514 . 5 SQFT *Elevation 0 . 00 FT 0 . 15 ACRES *Bearing N 0°00 ' 00"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 53 93932 . 3258 64532 . 8111 0 . 00 Closing Pt 2263 93932 . 3258 64532 . 8111 0. 00 Correct Pt 53 93932 . 3258 64532 . 8111 0 . 00 II July 31, 1998 PAGE 53 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 35 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 140 93867 . 3728 64530 . 3401 S87 °49 ' 17"E 103 . 00 2264 93863 . 4573 64633 . 2656 S 2°10 ' 43"W 60 . 00 2265 93803 . 5006 64630 . 9848 N87°49 ' 17"W 103 . 00 2266 93807 . 4162 64528 . 0592 N 2°10 ' 43"E 60 . 00 2267 93867 . 3728 64530 . 3401 Traverse LOT 35 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 326. 00 FT Linear 0 . 00 FT SlopeDist : 326 . 00 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 00 FT Area : 6180 . 0 SQFT *Elevation 0 . 00 FT 0 . 14 ACRES *Bearing N 0°00 ' 00"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 140 93867 . 3728 64530 . 3401 0 . 00 Closing Pt 2267 93867 . 3728 64530 . 3401 0 . 00 Correct Pt 140 93867 . 3728 64530 . 3401 0 . 00 July 31, 1998 PAGE 54 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 36 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A c 139 93807 . 4162 64528 . 0592 S87°49 ' 17"E 103 . 00 2268 93803 . 5007 64630 . 9847 S 2°10 ' 43"W 55 . 00 2269 93748 . 5404 64628 . 8939 N87°49 ' 17"W 103 . 00 2270 93752 . 4560 64525 . 9684 N 2°10 ' 43"E 55 . 00 2271 93807 . 4162 64528 . 0592 Traverse LOT 36 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 316. 00 FT Linear 0 . 00 FT SlopeDist : 316 . 00 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 00 FT Area : 5665 . 0 SQFT *Elevation 0 . 00 FT 0 . 13 ACRES *Bearing N 0°00 ' 00"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 139 93807 . 4162 64528 . 0592 0 . 00 Closing Pt 2271 93807 . 4162 64528 . 0592 0 . 00 Correct Pt 139 93807 . 4162 64528 . 0592 0 . 00 July 31, 1998 PAGE 55 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 37 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 136 93752 . 4560 64525 . 9684 S87°49 ' 17"E 103 . 00 2272 93748 . 5405 64628 . 8939 S 2°10 ' 43"W 60 . 00 2273 93688 . 5838 64626 . 6131 N87°49 ' 17"W 103 . 00 2274 93692 . 4994 64523 . 6875 N 2°10 ' 43"E 60 . 00 2275 93752 . 4560 64525 . 9684 Traverse LOT 37 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 326. 00 FT Linear 0 . 00 FT SlopeDist : 326. 00 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 00 FT Area : 6180 . 0 SQFT *Elevation 0 . 00 FT 0 . 14 ACRES *Bearing N 0°00 ' 00"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 136 93752 . 4560 64525 . 9684 0 . 00 Closing Pt 2275 93752 . 4560 64525 . 9684 0 . 00 Correct Pt 136 93752 . 4560 64525 . 9684 0 . 00 July 31, 1998 PAGE 56 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 38 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 135 93692 . 4993 64523 . 6875 S87°49 ' 17"E 103 . 00 2276 93688 . 5838 64626. 6130 S 2°10 ' 43"W 50 . 00 2277 93638 . 6199 64624 . 7123 N87 °49 ' 17"W 103 . 00 2278 93642 . 5354 64521 . 7868 N 2°10 ' 43"E 50 . 00 2279 93692 . 4993 64523 . 6875 Traverse LOT 38 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 306. 00 FT Linear 0 . 00 FT SlopeDist : 306 . 00 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 00 FT Area : 5150 . 0 SQFT *Elevation 0 . 00 FT 0 . 12 ACRES *Bearing N 0°00 ' 00"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 135 93692 . 4993 64523 . 6875 0 . 00 Closing Pt 2279 93692 . 4993 64523 . 6875 0 . 00 Correct Pt 135 93692 . 4993 64523 . 6875 0 . 00 July 31, 1998 PAGE 57 Group 4 , Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 39 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A c 133 93642 . 5355 64521 . 7868 S87°49 ' 17"E 103 . 00 2280 93638 . 6200 64624 . 7123 S 2°10 ' 43"W 55 . 00 2281 93583 . 6597 64622 . 6215 N87 °49 ' 17"W 103 . 00 2282 93587 . 5753 64519. 6960 N 2°10 ' 43"E 55 . 00 2283 93642 . 5355 64521 . 7868 Traverse LOT 39 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 316 . 00 FT Linear 0 . 00 FT SlopeDist : 316. 00 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 00 FT Area : 5665 . 0 SQFT *Elevation 0 . 00 FT 0 . 13 ACRES *Bearing N 0°00 ' 00"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 133 93642 . 5355 64521 .7868 0 . 00 Closing Pt 2283 93642 . 5355 64521 .7868 0 . 00 Correct Pt 133 93642 . 5355 64521 .7868 0 . 00 July 31, 1998 PAGE 58 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 40 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A c 130 93587 . 5752 64519 . 6960 S87 °49 ' 17"E 103 . 00 2284 93583 . 6597 64622 . 6215 S 2°10 ' 43"W 60 . 00 2285 93523 . 7030 64620 . 3407 N87 °49 ' 17"W 103 . 00 2286 93527 . 6186 64517 . 4151 N 2°10 ' 43"E 60 . 00 2287 93587 . 5752 64519 . 6960 Traverse LOT 40 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 326. 00 FT Linear 0 . 00 FT SlopeDist : 326 . 00 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 00 FT Area : 6180 . 0 SQFT *Elevation 0 . 00 FT 0 . 14 ACRES *Bearing N 0°00 ' 00"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 130 93587 . 5752 64519 . 6960 0 . 00 Closing Pt 2287 93587 . 5752 64519 . 6960 0 . 00 Correct Pt 130 93587 . 5752 64519 . 6960 0 . 00 July 31, 1998 PAGE 59 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 41 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Ac r 129 93527 . 6186 64517 . 4151 S87°49 ' 17"E 103 . 00 2288 93523 . 7031 64620 . 3406 S 2°10 ' 43"W 50 . 00 2289 93473 . 7392 64618 . 4399 N87°49 ' 17"W 103 . 00 2290 93477 . 6547 64515 . 5144 N 2°10 ' 43"E 50 . 00 2291 93527 . 6186 64517 . 4151 Traverse LOT 41 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 306. 00 FT Linear 0 . 00 FT SlopeDist : 306. 00 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 00 FT Area : 5150 . 0 SQFT *Elevation 0 . 00 FT 0 . 12 ACRES *Bearing N 0°00 ' 00"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 129 93527 . 6186 64517 . 4151 0 . 00 Closing Pt 2291 93527 . 6186 64517 . 4151 0 . 00 Correct Pt 129 93527 . 6186 64517 . 4151 0 . 00 July 31, 1998 PAGE 60 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 42 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 126 93477 . 6547 64515 . 5143 S87 °49 ' 17"E 103 . 00 2292 93473 . 7392 64618 . 4398 S 2°10 ' 43"W 36 . 00 PC 2293 93437 . 7652 64617 . 0713 547°10 ' 43"W 41 . 01 29 . 00 90°00 ' 00" 4 ) . 55 PT 2294 93409 . 8886 64586 . 9899 N87°49 ' 17"W 74 . 00 2295 93412 . 7017 64513 . 0433 N 2°10 ' 43"E 65 . 00 2296 93477 . 6547 64515 . 5143 Traverse LOT 42 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 323 . 55 FT Linear 0 . 00 FT SlopeDist : 323 . 55 FT *Northing 0 . 00 FT Points : 6 *Easting 0 . 00 FT Area: 6514 . 5 SQFT *Elevation 0 . 00 FT 0 . 15 ACRES *Bearing N 0°00 ' 00"E TRAVERSE ADJUSTMENTS: * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 126 93477 . 6547 64515 . 5143 0 . 00 Closing Pt 2296 93477 . 6547 64515 . 5143 0 . 00 Correct Pt 126 93477 . 6547 64515 . 5143 0 . 00 July 31, 1998 PAGE 61 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 43 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Aacc 45 93368 . 7335 64511 . 3707 S87°49 ' 17"E 74 . 00 PC 2297 93365 . 9204 64585 . 3172 S42°49 ' 17"E 41 . 01 29 . 00 90°00 ' 00" 45 . 55 PT 2298 93335 . 8389 64613 . 1938 S 2°10 ' 43"W 41 . 75 2299 93294 . 1191 64611 . 6067 Ei N87°49 ' 17"W 103 . 00 2300 93298 . 0346 64508 . 6812 N 2°10 ' 43"E 70 . 75 2301 93368 . 7335 64511 . 3707 w! Traverse LOT 43 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 335 . 05 FT Linear 0 . 00 FT SlopeDist : 335 . 05 FT *Northing 0 . 00 FT Points : 6 *Easting 0 . 00 FT Area : 7106. 8 SQFT *Elevation 0 . 00 FT 0 . 16 ACRES *Bearing N 0°00 ' 00"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 45 93368 . 7335 64511 . 3707 0 . 00 Closing Pt 2301 93368 . 7335 64511 . 3707 0 . 00 Correct Pt 45 93368 . 7335 64511 . 3707 0 . 00 July 31, 1998 PAGE 62 Group 4 , Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 44 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 125 93298 . 0387 64508 . 6813 S87°49 ' 17"E 103 . 00 2302 93294 . 1232 64611 . 6068 S 2°10 ' 43"W 55 . 00 2303 93239 . 1629 64609 . 5160 N87°49 ' 17"W 103 . 00 2304 93243 . 0785 64506 . 5905 N 2°10 ' 43"E 55 . 00 2305 93298 . 0387 64508 . 6813 Traverse LOT 44 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 316 . 00 FT Linear 0 . 00 FT SlopeDist : 316 . 00 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 00 FT Area : 5665 . 0 SQFT *Elevation 0 . 00 FT 0 . 13 ACRES *Bearing N 0°00 ' 00"E TRAVERSE ADJUSTMENTS: * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 125 93298 . 0387 64508 . 6813 0 . 00 Closing Pt 2305 93298 . 0387 64508 . 6813 0 . 00 Correct Pt 125 93298 . 0387 64508 . 6813 0 . 00 July 31, 1998 PAGE 63 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 45 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc _--- 122 93243 . 0785 64506. 5905 S87°49 ' 17"E 103 . 00 2306 93239 . 1630 64609 . 5160 S 2°10 ' 43"W 55 . 00 2307 93184 .2027 64607 . 4252 N89°00 ' 38"W 103 . 02 2308 93185 . 9817 64504 . 4206 N 2°10 ' 43"E 57 . 14 'i 2309 93243 . 0804 64506 . 5928 Traverse LOT 45 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 107655 Closed Loop Angular HorizDist : 318 . 16 FT Linear 0 . 00 FT SlopeDist : 318 . 16 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 00 FT Area : 5775 . 0 SQFT *Elevation 0 . 00 FT 0 . 13 ACRES *Bearing N49°56 ' 28"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 122 93243 . 0785 64506. 5905 0 . 00 Closing Pt 2309 93243 . 0804 64506. 5928 0 . 00 Correct Pt 122 93243 . 0785 64506. 5905 0 . 00 I July 31, 1998 PAGE 64 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 46 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A :c 121 93185 . 9817 64504 . 4184 S89°00 ' 38"E 103 . 02 2310 93184 . 2027 64607 . 4230 S 2°10 ' 43"W 60 . 01 2311 93124 . 2361 64605 . 1418 N89°00 ' 38"W 103 . 02 2312 93126. 0151 64502 . 1371 N 2°10 ' 43"E 60 . 01 2313 93185 . 9817 64504 . 4184 Traverse LOT 46 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 326 . 06 FT Linear 0 . 00 FT SlopeDist : 326. 06 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 00 FT Area : 6180 . 9 SQFT *Elevation 0 . 00 FT 0 . 14 ACRES *Bearing N 0°00 ' 00"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 121 93185 . 9817 64504 . 4184 0 . 00 Closing Pt 2313 93185 . 9817 64504 . 4184 0 . 00 Correct Pt 121 93185 . 9817 64504 . 4184 0 . 00 July 31, 1998 PAGE 65 Group 4 , Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 47 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 144 93121 . 9187 64739 . 1528 N89°00 ' 38"W 90 . 03 2314 93123 . 4734 64649 . 1362 N 2°10 ' 43"E 60 . 01 2315 93183 . 4400 64651 . 4175 S89°00 ' 38"E 90 . 02 2316 93181 . 8855 64741 . 4241 S 2°10 ' 43"W 60 . 01 2317 93121 . 9189 64739 . 1428 Traverse LOT 47 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 30006 Closed Loop Angular HorizDist : 300 . 07 FT Linear 0 . 01 FT SlopeDist : 300 . 07 FT *Northing 0 . 00 FT Points : 5 *Easting -0 . 01 FT Area : 5400 . 9 SQFT *Elevation 0 . 00 FT 0 . 12 ACRES *Bearing N89°00 ' 32"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 144 93121 . 9187 64739 . 1528 0 . 00 Closing Pt 2317 93121 . 9189 64739 . 1428 0 . 00 Correct Pt 144 93121 . 9187 64739 . 1528 0 . 00 July 31, 1998 PAGE 66 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 48 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A,:-c 143 93181 . 8883 64741 . 4341 N89°00 ' 38"W 90 . 02 2318 93183 . 4428 64651 . 4275 N 2°10 ' 43"E 39 . 50 PC 2319 93222 . 9142 64652 . 9291 N43°47 ' 58"E 38 . 52 29 . 00 83°14 ' 30" 4."" . 13 PT 2320 93250 . 7192 64679 . 5926 N85°25 ' 13"E 64 . 86 2321 93255 . 8980 64744 . 2455 S 2°10 ' 43"W 74 . 06 2322 93181 . 8916 64741 . 4301 Traverse LOT 48 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 60568 Closed Loop Angular HorizDist : 310 . 57 FT Linear 0 . 01 FT SlopeDist : 310 . 57 FT *Northing 0 . 00 FT Points : 6 *Easting -0 . 00 FT Area : 6133 . 3 SQFT *Elevation 0 . 00 FT 0 . 14 ACRES *Bearing N50°26 ' 10"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 143 93181 . 8883 64741 . 4341 0 . 00 Closing Pt 2322 93181 . 8916 64741 . 4301 0 . 00 Correct Pt 143 93181 . 8883 64741 . 4341 0 . 00 July 31, 1998 PAGE 67 Group 4 , Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 49 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 176 93395 . 4078 64732 . 5446 S 2°10 ' 43"W 96. 67 2323 93298 . 8077 64728 . 8697 S85°25 ' 13"W 40 . 87 PC 2324 93295 . 5444 64688 . 1302 N46°12 ' 02"W 43 . 36 29 . 00 96°45 ' 30" 43 . 97 PT 2325 93325 . 5542 64656 . 8356 N 2°10 ' 43"E 72 . 68 2326 93398 . 1817 64659. 5985 S87 °49 ' 17"E 73 . 00 2327 93395 . 4066 64732 . 5458 Traverse LOT 49 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 196868 Closed Loop Angular HorizDist : 332 . 19 FT Linear 0 . 00 FT SlopeDist : 332 . 19 FT *Northing -0 . 00 FT Points : 6 *Easting 0 . 00 FT Area : 7136 . 0 SQFT *Elevation 0 . 00 FT 0 . 16 ACRES *Bearing S44 °02 ' 22"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 176 93395 . 4078 64732 . 5446 0 . 00 Closing Pt 2327 93395 . 4066 64732 . 5458 0 . 00 Correct Pt 176 93395 . 4078 64732 . 5446 0 . 00 July 31, 1998 PAGE 68 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 50 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 180 93399 . 5681 64784 . 4814 S85°25 ' 13"W 52 . 10 2333 93395 . 4081 64732 . 5477 N87 °49 ' 17"W 73 . 00 2334 93398 . 1832 64659 . 6005 N 2°10 ' 43"E 50 . 01 2335 93448 . 1570 64661 . 5016 S87 °49 ' 17"E 114 . 29 2336 93443 . 8123 64775 . 7090 S11°13 ' 03"E 45 . 11 2337 93399 . 5641 64784 . 4844 Traverse LOT 50 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 66847 Closed Loop Angular HorizDist : 334 . 51 FT Linear 0 . 01 FT SlopeDist : 334 . 51 FT *Northing -0 . 00 FT Points : 6 *Easting 0 . 00 FT Area : 5850 . 4 SQFT *Elevation 0 . 00 FT 0 . 13 ACRES *Bearing S37°28 ' 53"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 180 93399 . 5681 64784 . 4814 0 . 00 Closing Pt 2337 93399 . 5641 64784 . 4844 0 . 00 Correct Pt 180 93399 . 5681 64784 . 4814 0 . 00 4 July 31, 1998 PAGE 69 Group 4 , Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 51 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta P. -c 184 93443 . 8165 64775 . 7059 N87 °49 ' 17"W 114 .29 2338 93448 . 1612 64661 . 4985 N 2°10 ' 43"E 60 . 00 2339 93508 . 1178 64663 . 7794 S87°49 ' 17"E 100 . 00 2340 93504 . 3164 64763 . 7071 S11°13 ' 03"E 61 . 68 2341 93443 . 8147 64775 . 7060 Traverse LOT 51 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 187549 Closed Loop Angular HorizDist : 335 . 97 FT Linear 0 . 00 FT SlopeDist : 335 . 97 FT *Northing -0 . 00 FT Points : 5 *Easting 0 . 00 FT Area : 6428 . 7 SQFT *Elevation 0 . 00 FT 0. 15 ACRES *Bearing S 2°14 ' 22"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 184 93443 . 8165 64775 . 7059 0 . 00 Closing Pt 2341 93443 . 8147 64775 . 7060 0 . 00 Correct Pt 184 93443 . 8165 64775 . 7059 0 . 00 July 31, 1998 PAGE 70 Group 4 , Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 52 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta 2rc 187 93504 . 3163 64763 . 7073 N87°49 ' 17"W 100. 00 2342 93508 . 1178 64663 . 7796 N 2°10 ' 43"E 50 . 00 2343 93558 . 0816 64665 . 6803 S87°49 ' 17"E 97 . 00 2344 93554 . 3942 64762 . 6102 S 1°15 ' 18"E 50 . 09 2345 93504 . 3162 64763 . 7073 Traverse LOT 52 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 297 . 09 FT Linear 0 . 00 FT SlopeDist: 297 . 09 FT *Northing -0 . 00 FT Points : 5 *Easting -0 . 00 FT Area : 4925 . 0 SQFT *Elevation 0 . 00 FT 0 . 11 ACRES *Bearing S10°29 ' 29"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 187 93504 . 3163 64763 .7073 0 . 00 Closing Pt 2345 93504 . 3162 64763 .7073 0 . 00 Correct Pt 187 93504 . 3163 64763 .7073 0 . 00 July 31, 1998 PAGE 71 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 53 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 192 93554 . 3942 64762 . 6102 N87°49 ' 17"W 97 . 00 2524 93558 . 0816 64665 . 6803 N 2°10 ' 43"E 51 . 00 2525 93609 . 0448 64667 . 6191 S87°49 ' 17"E 99 . 66 2526 93605 . 2562 64767 .2070 S 4°10 ' 37"E 49 . 95 2527 93555 . 4389 64770 . 8452 S82°47145"W 8 . 30 2528 93554 . 3980 64762 . 6108 Traverse LOT 53 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 79124 Closed Loop Angular HorizDist: 305 . 91 FT Linear 0 . 00 FT SlopeDist: 305 . 91 FT *Northing 0 . 00 FT Points : 6 *Easting 0 . 00 FT Area : 5221 . 8 SQFT *Elevation 0 . 00 FT 0 . 12 ACRES *Bearing N 8°16 ' 06"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 192 93554 . 3942 64762 . 6102 0 . 00 Closing Pt 2528 93554 . 3980 64762 . 6108 0 . 00 Correct Pt 192 93554 . 3942 64762 . 6102 0 . 00 December 16, 1998 PAGE 72 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 54 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Aic 195 93605 .2561 64767 . 2102 N87°49 ' 17"W 99. 66 2529 93609 . 0447 64667 . 6222 N 2°10 ' 43"E 44 . 92 PC 2530 93653 . 9322 64669 . 3299 N47°10 ' 43"E 41 . 01 29 . 00 90°00 ' 00" 4': .55 PT 2531 93681 . 8088 64699 . 4113 S87°49 ' 17"E 3 . 58 PC 2532 93681 . 6727 64702 . 9887 S74°44 ' 20"E 62 . 02 137 . 00 26°09 ' 53" 62 . 56 PT 2533 93665 . 3480 64762 . 8220 S 4°10 ' 37"E 60 .25 2534 93605 .2580 64767 . 2104 Traverse LOT 54 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 165440 Closed Loop Angular HorizDist: 316. 53 FT Linear 0 . 00 FT SlopeDist : 316. 53 FT *NorthingPoints : 7 0 . 00 FT *Easting 0 . 00 FT Area : 6616. 5 SQFT *Elevation 0 . 00 FT 0 . 15 ACRES " '. *Bearing N 6°59 ' 42"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 195 93605 .2561 64767 . 2102 0 . 00 Closing Pt 2534 93605 .2580 64767 .2104 0 . 00 Correct Pt 195 93605 .2561 64767 . 2102 0 . 00 December 16, 1998 PAGE 73 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 55 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A c 191 93555 . 4356 64770 . 8487 N82°47145"E 82 . 04 PC 2535 93565 .7239 64852 .2410 524°55 ' 54"E 67 . 02 487 . 00 7°53 ' 28" 6 . . 07 PT 2536 93504 . 9498 64880 . 4922 S85°25 ' 13"W 107 . 11 2537 93496 . 3975 64773 .7242 N11°13 ' 03"W 9 . 13 2538 93505 . 3531 64771 . 9481 N 1°15 ' 18"W 50 . 09 e' 2539 93555 . 4311 64770 . 8511 Traverse LOT 55 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 61768 Closed Loop Angular HorizDist : 315 . 44 FT Linear 0 . 01 FT SlopeDist : 315 . 44 FT *Northing -0 . 00 FT Points : 6 *Easting 0 . 00 FT Area: 5873 .7 SQFT *Elevation 0 . 00 FT 0 . 13 ACRES *Bearing S27°26 ' 53"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation E' Initial Pt 191 93555 . 4356 64770 . 8487 0 . 00 Closing Pt 2539 93555 . 4311 64770 . 8511 0 . 00 Correct Pt 191 93555 . 4356 64770 . 8487 0 . 00 1 December 16, 1998 PAGE 74 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 56 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 188 93495 . 3571 64765 . 4841 N85°25 ' 13"E 107 . 11 PC 2361 93503 . 9094 64872 . 2521 517 °21 ' 53"E 61 . 53 487 . 00 7 °14 ' 36" 6 :. . 57 PT 2362 93445 . 1879 64890 . 6146 S85°25 ' 13"W 113 . 75 2363 93436 . 1054 64777 . 2278 N11°13 ' 03"W 60 . 41 2364 93495 . 3614 64765 . 4760 Traverse LOT 56 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 37489 Closed Loop Angular HorizDist : 342 . 84 FT Linear 0 . 01 FT SlopeDist : 342 . 84 FT *Northing 0 . 00 FT Points : 5 *Easting -0 . 01 FT Area : 6665 . 9 SQFT *Elevation 0 . 00 FT 0 . 15 ACRES *Bearing N62°18 ' 00"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 188 93495 . 3571 64765 . 4841 0 . 00 Closing Pt 2364 93495 . 3614 64765 . 4760 0 . 00 • Correct Pt 188 93495 . 3571 64765 . 4841 0 . 00 i July 31, 1998 PAGE 75 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 57 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A:c 181 93436 . 1062 64777 . 2350 N85°25 ' 13"E 113 . 75 PC 2365 93445 . 1887 64890 . 6218 S10°04 ' 21"E 62 . 35 487 . 00 7°20 ' 28" 6:' . 40 PT 2366 93383 . 7948 64901 . 5273 S85°25 ' 13"W 112 . 49 2367 93374 . 8129 64789 . 3965 N11°13 ' 03"W 62 . 49 2368 93436 . 1091 64777 . 2401 Traverse LOT 57 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 60198 Closed Loop Angular HorizDist : 351 . 13 FT Linear 0 . 01 FT SlopeDist : 351 . 13 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 01 FT Area: 7062 . 6 SQFT *Elevation 0 . 00 FT 0 . 16 ACRES *Bearing N60°22 ' 02"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 181 93436. 1062 64777 .2350 0 . 00 Closing Pt 2368 93436 . 1091 64777 .2401 0 . 00 Correct Pt 181 93436. 1062 64777 .2350 0 . 00 July 31, 1998 PAGE 76 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 58 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 179 93374 . 8126 64789 . 3910 N85°25 ' 13"E 112 . 49 PC 2369 93383 . 7945 64901 . 5218 S 5°29 ' 27"E 15 . 49 487 . 00 1°49 ' 20" 13 . 49 PT 2370 93368 . 3778 64903 . 0038 S 4 °34 ' 47"E 26 . 45 PC 2371 93342 . 0122 64905 . 1157 S40°25 ' 13"W 41 . 01 29 . 00 90°00 ' 00" 43 . 55 PT 2372 93310 . 7893 64878 . 5239 S85°25 ' 13"W 92 . 74 2373 93303 . 3843 64786. 0800 N 2°39 ' 00"E 71 . 50 2374 93374 . 8079 64789 . 3858 Traverse LOT 58 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 51639 Closed Loop Angular HorizDist : 364 . 22 FT Linear 0 . 01 FT SlopeDist : 364 . 22 FT *Northing -0 . 00 FT Points : 7 *Easting -0 . 01 FT Area : 8134 . 8 SQFT *Elevation 0 . 00 FT 0 . 19 ACRES *Bearing S48°00 ' 20"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 179 93374 . 8126 64789. 3910 0 . 00 Closing Pt 2374 93374 . 8079 64789 . 3858 0 . 00 Correct Pt 179 93374 . 8126 64789 . 3910 0 . 00 July 31, 1998 PAGE 77 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 59 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A c 180 93399 . 5681 64784 . 4814 S11°13 ' 03"E 25 .24 2375 93374 . 8103 64789 . 3914 S 2°39 ' 00"W 71 . 50 2376 93303 . 3868 64786 . 0857 585°25 ' 13"W 57 . 40 2377 93298 . 8036 64728 . 8689 N 2°10 ' 43"E 96. 67 2378 93395 . 4037 64732 . 5438 N85°25 ' 13"E 52 . 10 2379 93399 . 5637 64784 . 4775 Traverse LOT 59 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 51258 Closed Loop Angular HorizDist : 302 . 91 FT Linear 0 . 01 FT SlopeDist : 302 . 91 FT *Northing -0 . 00 FT Points : 6 *Easting -0 . 00 FT Area : 5472 . 4 SQFT *Elevation 0 . 00 FT 0 . 13 ACRES *Bearing S41°45 ' 45"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Fasting Elevation Initial Pt 180 93399. 5681 64784 . 4814 0 . 00 Closing Pt 2379 93399. 5637 64784 . 4775 0 . 00 Correct Pt 180 93399. 5681 64784 . 4814 0 . 00 4i July 31, 1998 PAGE 78 I Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 60 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A c 144 93121 . 9187 64739. 1528 N 2°10 ' 43"E 134 . 07 2380 93255 . 8918 64744 . 2494 N85°25 ' 13"E 50 . 35 2381 93259 . 9120 64794 . 4387 S 2°10 ' 43"W 138 . 96 2382 93121 . 0525 64789 . 1562 N89°00 ' 38"W 50 . 01 2383 93121 . 9161 64739 . 1536 Traverse LOT 60 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 135775 Closed Loop Angular HorizDist : 373 . 39 FT Linear 0 . 00 FT SlopeDist : 373 . 39 FT *Northing -0 . 00 FT Points : 5 *Easting 0 . 00 FT Area : 6825 . 8 SQFT *Elevation 0 . 00 FT 0 . 16 ACRES *Bearing S17 °03 ' 52"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 144 93121 . 9187 64739. 1528 0 . 00 Closing Pt 2383 93121 . 9161 64739 . 1536 0 . 00 Correct Pt 144 93121 . 9187 64739 . 1528 0 . 00 July 31, 1998 PAGE 79 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 61 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 147 93121 . 0552 64789 . 1561 N 2°10 ' 43"E 138 . 96 2384 93259 . 9148 64794 . 4386 N85°25 ' 13"E 50. 35 2385 93263 . 9350 64844 . 6279 S 2°10 ' 43"W 85 . 75 2386 93178 . 2470 64841 . 3681 N88 °51 ' 13"W 7 . 19 2387 93178 . 3908 64834 . 1795 S 1°25 ' 08"W 58 . 11 2388 93120 . 2987 64832 . 7406 N89°00 ' 38"W 43 . 60 2389 93121 . 0516 64789. 1471 Traverse LOT 61 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 39702 Closed Loop Angular HorizDist : 383 . 96 FT Linear 0 . 01 FT SlopeDist : 383 . 96 FT *Northing -0 . 00 FT Points : 7 *Easting -0 . 01 FT Area: 6675 . 0 SQFT *Elevation 0 . 00 FT 0 . 15 ACRES *Bearing S67°50 ' 44"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 147 93121 . 0552 64789 . 1561 0 . 00 Closing Pt 2389 93121 . 0516 64789 . 1471 0 . 00 Correct Pt 147 93121 . 0552 64789 . 1561 0 . 00 July 31, 1998 PAGE 80 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 62 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 149 93178 . 2537 64841 . 3682 • N 2°10 ' 43"E 85 . 75 2390 93263 . 9417 64844 . 6280 N85°25 ' 13"E 55 . 00 2391 93268 . 3333 64899 . 4524 S 1°12 ' 00"E 91 . 30 2392 93177 . 0533 64901 . 3644 N88°51 ' 13"W 60 . 01 2393 93178 . 2539 64841 . 3664 Traverse LOT 62 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 162832 Closed Loop Angular HorizDist : 292 . 06 FT Linear 0 . 00 FT SlopeDist : 292 . 06 FT *Northing 0 . 00 FT Points : 5 *Easting -0 . 00 FT Area : 5078 . 8 SQFT *Elevation 0 . 00 FT 0 . 12 ACRES *Bearing N83°45 ' 31"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 149 93178 . 2537 64841 . 3682 0 . 00 Closing Pt 2393 93178 . 2539 64841 . 3664 0 . 00 Correct Pt 149 93178 . 2537 64841 . 3682 0 . 00 July 31, 1998 PAGE 81 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 63 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A; c 152 93177 . 0529 64901 . 3690 N 1°12 ' 00"W 91 . 30 2394 93268 . 3329 64899 . 4570 N85°25 ' 13"E 54 . 74 2395 93272 .7037 64954 . 0222 S 4 °08 ' 55"E 97 . 10 2396 93175 . 8581 64961 . 0468 N88°51 ' 13"W 59 . 69 2397 93177 . 0523 64901 . 3687 a: Traverse LOT 63 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 446953 Closed Loop Angular HorizDist : 302 . 83 FT Linear 0 . 00 FT SlopeDist: 302 . 83 FT *Northing -0 . 00 FT Points : 5 *Easting -0 . 00 FT Area: 5380 . 1 SQFT *Elevation 0 . 00 FT 0 . 12 ACRES *Bearing S26°11 ' 13"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 152 93177 . 0529 64901 . 3690 0 . 00 Closing Pt 2397 93177 . 0523 64901 . 3687 0 . 00 Correct Pt 152 93177 . 0529 64901 . 3690 0 . 00 December 16, 1998 PAGE 82 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 64 DF=1 . 000000000 • Pt Northing Easting Bearing HorizDi Radius Delta Axc 154 93175 . 8586 64961 . 0486 N 4°08 ' 55"W 97 . 10 2540 93272 .7042 64954 . 0240 N85°25 ' 13"E 50 . 36 2541 93276 . 7252 65004 . 2232 S 4°34 ' 47"E 102 .22 2542 93174 . 8316 65012 . 3851 N88°51 ' 13"W 51 . 34 2543 93175 . 8588 64961 . 0554 Traverse LOT 64 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 44328 Closed Loop Angular HorizDist : 301 . 02 FT Linear 0 . 01 FT SlopeDist : 301 . 02 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 01 FT Area: 5056 . 1 SQFT *Elevation 0 . 00 FT 0 . 12 ACRES *Bearing N88°43 ' 33"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 154 93175 . 8586 64961 . 0486 0 . 00 Closing Pt 2543 93175 . 8588 64961 . 0554 0 . 00 Correct Pt 154 93175 . 8586 64961 . 0486 0 . 00 December 16, 1998 PAGE 83 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 65 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A::c 155 93174 . 8313 65012 . 3806 N 4 °34 ' 47"W 102 .22 2402 93276. 7249 65004 . 2187 N85°25 ' 13"E 50 . 00 2403 93280 . 7172 65054 . 0591 S 4 °34 ' 47"E 107 .23 2404 93173 . 8296 65062 . 6210 N88°51 ' 13"W 50 . 25 2405 93174 . 8350 65012 . 3810 Traverse LOT 65 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 84197 Closed Loop Angular HorizDist : 309 . 70 FT Linear 0 . 00 FT SlopeDist : 309 . 70 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 00 FT Area: 5236 . 2 SQFT *Elevation 0 . 00 FT 0 . 12 ACRES *Bearing N 6°58 ' 48"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 155 93174 . 8313 65012 . 3806 0 . 00 Closing Pt 2405 93174 . 8350 65012 . 3810 0 . 00 Correct Pt 155 93174 . 8313 65012 . 3806 0 . 00 July 31, 1998 PAGE 84 Group 4 , Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 66 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A -c 158 93173 . 8258 65062 . 6227 N 4 °34 ' 47"W 107 . 23 2406 93280 . 7134 65054 . 0608 N85°25 ' 13"E 38 . 90 PC 2407 93283 . 8195 65092 . 8366 S61°35 ' 18"E 27 . 23 25 . 00 65°58 ' 59" 29 . 79 PT 2408 93270 . 8653 65116. 7830 S28°35 ' 48"E 49. 59 PC 2409 93227 . 3247 65140 . 5188 558 °41 ' 16"E 109 . 55 109 . 25 60°10 ' 55" 11 ' . 75 PT 2410 93170 . 3911 65234 . 1128 N88°51 ' 13"W 171 . 52 2411 93173 . 8226 65062 . 6271 Traverse LOT 66 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 94410 Closed Loop Angular HorizDist : 510 . 78 FT Linear 0 . 01 FT SlopeDist : 510 . 78 FT *Northing -0 . 00 FT Points : 7 *Easting 0 . 00 FT Area : 9634 . 1 SQFT *Elevation 0 . 00 FT 0 . 22 ACRES *Bearing S54 °22 ' 47"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 158 93173 . 8258 65062 . 6227 0 . 00 Closing Pt 2411 93173 . 8226 65062 . 6271 0 . 00 Correct Pt 158 93173 . 8258 65062 . 6227 0 . 00 July 31, 1998 PAGE 85 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 67 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 13 93229 . 3758 65285 . 5824 N88°51 ' 13"W 50 . 14 PC 2412 93230 . 3789 65235 . 4524 N58°43 ' 30"W 49 . 44 49 . 25 60015 ' 25" 5 'A . 80 PT 2413 93256 . 0460 65193 . 1957 N28 °35 ' 48"W 49 . 68 PC 2414 93299 . 6656 65169 . 4169 N 3°21 ' 05"E 26. 46 25 . 00 63°53 ' 46" 2'' . 88 PC 2415 93326. 0779 65170 . 9636 N30°47 ' 12"E 15 . 74 100 . 00 9°01 ' 32" 1 . 75 PT 2416 93339 . 5966 65179. 0181 S77°31 ' 28"E 111 . 33 2417 93315 . 5467 65287 . 7194 S 1°25 ' 08"W 86 . 20 2418 93229 . 3732 65285 . 5849 Traverse LOT 67 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 107952 Closed Loop Angular HorizDist : 392 . 78 FT Linear 0 . 00 FT SlopeDist : 392 . 78 FT *Northing -0 . 00 FT Points : 8 *Easting 0 . 00 FT Area: 10069 . 0 SQFT *Elevation 0 . 00 FT 0 . 23 ACRES *Bearing S43°35 ' 49"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 13 93229 . 3758 65285 . 5824 0 . 00 Closing Pt 2418 93229 . 3732 65285 . 5849 0 . 00 Correct Pt 13 93229 . 3758 65285 . 5824 0 . 00 July 31, 1998 PAGE 86 Group 4, Inc PLAT CHECK i' Survey: STAFFORD CREST DIV. 1 It Traverse: LOT 68 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A:c 160 93315 . 5450 65287 . 7168 N77°31 ' 28"W 111 . 33 PC 2419 93339 . 5948 65179 . 0155 N13°50 ' 47"E 43 . 04 100 . 00 24 °51 ' 18" 4 . 38 PT 2420 93381 . 3849 65189 . 3160 N 1°25 ' 08"E 13 .72 2421 93395 . 1007 65189 . 6557 S83°47 ' 05"E 100 . 35 2422 93384 . 2364 65289 . 4159 S 1°25 ' 08"W 68 . 72 4; 2423 93315 . 5375 65287 . 7143 Traverse LOT 68 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 42436 Closed Loop Angular HorizDist : 337 . 50 FT Linear 0 . 01 FT SlopeDist: 337 . 50 FT *Northing -0 . 01 FT Points : 6 *Easting -0 . 00 FT Area: 6449 . 3 SQFT *Elevation 0 . 00 FT 0 . 15 ACRES *Bearing S18°34 ' 18"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 160 93315 . 5450 65287 .7168 0 . 00 Closing Pt 2423 93315 . 5375 65287 . 7143 0 . 00 Correct Pt 160 93315 . 5450 65287 .7168 0 . 00 December 16, 1998 PAGE 87 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 69 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Axc 163 93384 .2403 65289 . 4184 • N83°47 ' 05"W 100 . 35 2544 93395 . 1046 65189 . 6582 N 1°25 ' 08"E 54 . 83 2545 93449 . 9178 65191 . 0159 N88°29 ' 18"E 100 . 13 2546 93452 . 5593 65291 . 1111 S 1°25 ' 08"W 68 . 34 2547 93384 . 2403 65289 . 4189 Traverse LOT 69 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 693200 Closed Loop 1 ` Angular HorizDist: 323 . 65 FT I , , Linear 0 . 00 FT SlopeDist : 323 . 65 FT *Northing -0 . 00 FT Points : 5 *Easting 0 . 00 FT Area: 6158 . 4 SQFT *Elevation 0 . 00 FT 0 . 14 ACRES *Bearing S84°50 ' 20"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 163 93384 .2403 65289 . 4184 0 . 00 Closing Pt 2547 93384 . 2403 65289 . 4189 0 . 00 Correct Pt 163 93384 .2403 65289 . 4184 0 . 00 December 16, 1998 PAGE 88 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 70 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Aic 164 93452 . 5580 65291 . 1106 S88°29 ' 18"W 100 . 13 2548 93449 . 9165 65191 . 0154 N 1°25 ' 08"E 3 . 07 PC 2549 93452 . 9856 65191 . 0915 N 4°00 ' 30"W 48 .24 255 . 00 10°51 ' 17" 4 . 31 PT 2550 93501 . 1053 65187 .7195 N80°33 ' 51"E 106. 47 2551 93518 . 5603 65292 .7489 S 1°25 ' 08"W 66. 01 .; 2552 93452 . 5705 65291 . 1144 Traverse LOT 70 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 24773 Closed Loop Angular HorizDist: 323 . 99 FT Linear 0 . 01 FT SlopeDist : 323 . 99 FT *Northing 0 . 01 FT Points : 6 *Easting 0 . 00 FT Area: 5974 . 4 SQFT *Elevation 0 . 00 FT 0 . 14 ACRES *Bearing N16°47 ' 25"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 164 93452 .5580 65291 . 1106 0 . 00 Closing Pt 2552 93452 . 5705 65291 . 1144 0 . 00 Correct Pt 164 93452 .5580 65291 . 1106 0 . 00 December 16, 1998 PAGE 89 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 71 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Alc 167 93518 . 5540 65292 . 7453 S80°33 ' 51"W 106. 47 PC 2433 93501 . 0990 65187 . 7159 N15°01 ' 45"W 49 . 71 255 . 00 11°11 ' 11" 4 ',. 79 PT 2434 93549 . 1057 65174 . 8264 N69°22 ' 40"E 104 . 42 2435 93585 . 8829 65272 . 5555 S29°36 ' 59"E 12 . 72 PC 2436 93574 . 8248 65278 . 8416 534°45 ' 31"E 25 . 90 144 . 50 10°17 ' 04 " 2 . 94 PT 2437 93553 . 5442 65293 . 6092 S 1°25 ' 08"W 35 . 00 2438 93518 . 5550 65292 . 7425 Traverse LOT 71 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 113789 Closed Loop Angular HorizDist : 334 . 33 FT Linear 0 . 00 FT SlopeDist : 334 . 33 FT *Northing 0 . 00 FT Points : 7 *Easting -0 . 00 FT Area : 6612 . 0 SQFT *Elevation 0 . 00 FT 0 . 15 ACRES *Bearing N71°03 ' 12"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 167 93518 . 5540 65292 . 7453 0 . 00 Closing Pt 2438 93518 . 5550 65292 . 7425 0 . 00 Correct Pt 167 93518 . 5540 65292 . 7453 0 . 00 July 31, 1998 PAGE 90 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 72 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A,-c 168 93585 . 8839 65272 . 5572 S69°22 ' 40"W 104 . 42 PC 2439 93549 . 1067 65174 . 8281 N25°07 ' 10"W 39. 99 255 . 00 8°59 ' 39" 4 ', . 03 PT 2440 93585 . 3131 65157 . 8529 N29°36 ' 59"W 16. 68 2441 93599 . 8139 65149 . 6098 N60°23 ' 01"E 100 . 00 2442 93649 . 2330 65236. 5452 S29°36 ' 59"E 72 . 87 2443 93585 . 8832 65272 . 5569 Traverse LOT 72 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 410711 Closed Loop Angular HorizDist : 334 . 00 FT Linear 0 . 00 FT SlopeDist : 334 . 00 FT *Northing -0 . 00 FT Points : 6 *Easting -0 . 00 FT Area: 6537 . 9 SQFT *Elevation 0 . 00 FT 0 . 15 ACRES *Bearing S25°20 ' 10"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 168 93585 . 8839 65272 .5572 0 . 00 Closing Pt 2443 93585 . 8832 65272 . 5569 0 . 00 Correct Pt 168 93585 . 8839 65272 . 5572 0 . 00 July 31, 1998 PAGE 91 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: LOT 73 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A,�-c 171 93649 .2324 65236 . 5462 S60°23 ' 01"W 100 . 00 2444 93599 . 8133 65149 . 6108 N29°36 ' 59"W 50 . 00 2445 93643 . 2810 65124 . 9013 N60°23 ' 01"E 100 . 00 2446 93692 . 7001 65211 . 8367 • S29°36 ' 59"E 50 . 00 2447 93649 . 2324 65236 . 5462 Traverse LOT 73 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 300 . 00 FT Linear 0 . 00 FT SlopeDist : 300 . 00 FT *Northing 0 . 00 FT Points : 5 *Easting 0 . 00 FT Area : 5000 . 0 SQFT *Elevation 0 . 00 FT 0 . 11 ACRES *Bearing N 0°00 ' 00"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 171 93649 . 2324 65236 . 5462 0 . 00 Closing Pt 2447 93649 . 2324 65236 . 5462 0 . 00 Correct Pt 171 93649 .2324 65236. 5462 0 . 00 July 31, 1998 PAGE 92 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : LOT 74 DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A':c 172 93692 . 7000 65211 . 8366 S60°23 ' 01"W 100 . 00 2448 93643 . 2809 65124 . 9012 N29°36 ' 59"W 36. 00 PC 2449 93674 . 5777 65107 . 1104 N15°23 ' 01"E 41 . 01 29 . 00 90°00 ' 00" 45 . 55 PT 2450 93714 . 1205 65117 . 9901 N60°23 ' 01"E 44 . 00 PC 2451 93735 . 8648 65156 . 2417 574 °36 ' 59"E 38 . 18 27 . 00 90°00 ' 00" 42 . 41 PT 2452 93725 . 7354 65193 . 0574 S29°36 ' 59"E 38 . 00 2453 93692 . 7000 65211 . 8366 Traverse LOT 74 ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 0 (0 . 00) Closed Loop Angular HorizDist : 305 . 96 FT Linear 0 . 00 FT SlopeDist : 305 . 96 FT *Northing 0 . 00 FT Points : 7 *Easting 0 . 00 FT Area : 6163 . 1 SQFT *Elevation 0 . 00 FT 0 . 14 ACRES *Bearing N 0°00 ' 00"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 172 93692 . 7000 65211 . 8366 0 . 00 Closing Pt 2453 93692 . 7000 65211 . 8366 0 . 00 Correct Pt 172 93692 . 7000 65211 . 8366 0 . 00 July 31, 1998 PAGE 93 Group 4 , Inc �:I PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: TRACT A DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 54 93976 . 2940 64534 . 4837 N 2°10 ' 43"E 107 . 35 2454 94083 . 5664 64538 . 5646 S89°02 ' 57"E 73 . 40 PC 2455 94082 . 3484 64611 . 9545 543°26 ' 07"E 41 . 45 29 . 00 91°13 ' 40" 46. 17 PT 2456 94052 . 2499 64640 . 4523 S 2°10 ' 43"W 50 . 93 PC 2457 94001 . 3568 64638 . 5162 547°10 ' 43"W 41 . 01 29 . 00 90°00 ' 00" 4 . 55 PT 2458 93973 . 4801 64608 . 4347 N87°49 ' 17"W 74 . 00 2459 93976 . 2932 64534 . 4882 Traverse TRACT A ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 86901 Closed Loop Angular HorizDist : 397 . 41 FT Linear 0 . 00 FT SlopeDist : 397 . 41 FT *Northing -0 . 00 FT Points : 7 *Easting 0 . 00 FT Area : 10801 . 1 SQFT *Elevation 0 . 00 FT 0 . 25 ACRES *Bearing S80°23 ' 44"E TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 54 93976. 2940 64534 . 4837 0 . 00 Closing Pt 2459 93976.2932 64534 . 4882 0 . 00 Correct Pt 54 93976. 2940 64534 . 4837 0 . 00 July 31, 1998 PAGE 94 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse: TRACT B DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta A/c 192 93554 . 3942 64762 . 6102 N 4°10 ' 37"W 110 .21 PC 2553 93664 . 3115 64754 .5828 S45°38 ' 11"E 75 . 62 137 . 00 32°02 ' 25" 76. 61 PT 2554 93611 . 4393 64808 . 6430 S29°36 ' 59"E 48 . 67 PC 2555 93569 . 1279 64832 . 6953 S29°14 ' 49"E 6.28 487 . 00 0°44 ' 21" 6 . 28 PT 2556 93563 . 6461 64835 .7648 S82°47 ' 45"W 73 . 74 2557 93554 .3987 64762 . 6069 Traverse TRACT B ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 56692 Closed Loop Angular HorizDist : 315 . 51 FT Linear 0 . 01 FT SlopeDist: 315 . 51 FT *Northing 0 . 00 FT Points : 6 *Easting -0 . 00 FT Area: 4902 . 6 SQFT *Elevation 0 . 00 FT 0 . 11 ACRES *Bearing N35°55 ' 14"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 192 93554 .3942 64762 . 6102 0 . 00 Closing Pt 2557 93554 .3987 64762 . 6069 0 . 00 Correct Pt 192 93554 .3942 64762 . 6102 0 . 00 December 16, 1998 PAGE 95 Group 4, Inc PLAT CHECK Survey: STAFFORD CREST DIV. 1 Traverse : RW 112TH PLACE NE (NOT OPEN) DF=1 . 000000000 Pt Northing Easting Bearing HorizDi Radius Delta Arc 13 93229 . 3758 65285 . 5824 S 1°25 ' 08"W 30 . 00 2479 93199 . 3850 65284 . 8395 N88°51 ' 13"W 50 . 00 2480 93200 . 3853 65234 . 8496 S 1°25 ' 08"W 30 . 00 PC 2481 93170 . 3945 65234 . 1067 N58°41 ' 16"W 109 . 55 109 . 25 60°10 ' 55" 114 . 75 PT 2482 93227 . 3282 65140 . 5128 N28°35 ' 48"W 49 . 59 PC 2483 93270 . 8688 65116 . 7770 N61°35 ' 17"W 27 . 23 25 . 00 65°58 ' 59" 2H . 79 PT 2484 93283 . 8229 65092 . 8305 N85°25 ' 13"E 4 . 51 PC 2485 93284 . 1830 65097 . 3261 N60°21 ' 35"E 84 . 71 100 . 00 50°07 ' 15" 8'' . 48 PC 2486 93326 . 0788 65170 . 9558 S 3°21 ' 05"W 26. 46 25 . 00 63°53 ' 46" 2'' . 88 PT 2487 93299 . 6665 65169 . 4091 S28°35 ' 48"E 49 . 68 PC 2488 93256 . 0469 65193 . 1880 S58°43 ' 30"E 49 . 44 49 . 25 60°15 ' 25" 5 . 80 PT 2489 93230 . 3799 65235 . 4447 S88°51 ' 13"E 50 . 14 2490 93229 . 3767 65285 . 5747 July 31, 1998 PAGE 96 Group 4, Inc PLAT CHECK Traverse RW 112TH PLACE NE (NOT OPEN) ERROR SUMMARY: TRAVERSE SUMMARY: Relative 1 : 73893 Closed Loop Angular HorizDist : 574 . 62 FT Linear 0 . 01 FT SlopeDist : 574 . 62 FT *Northing 0 . 00 FT Points : 13 *Easting -0 . 01 FT Area : 10403 . 2 SQFT *Elevation 0 . 00 FT 0 . 24 ACRES *Bearing N83°13 ' 14"W TRAVERSE ADJUSTMENTS : * from correct pt None to closing pt Closing Points Northing Easting Elevation Initial Pt 13 93229 . 3758 65285 . 5824 0 . 00 Closing Pt 2490 93229 . 3767 65285 . 5747 0 . 00 Correct Pt 13 93229 . 3758 65285 . 5824 0 . 00 1i July 31, 1998 PAGE 97 Group 4 , Inc ijEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS LAND USE PERMIT SUBMITTAL WAIVED MODIFIED COMMENTS: REQUIREMENTS: BY: BY: Calculations, Survey, Drainage Control Plan 2 Drainage Report 2 Elevations, Architectural 3 AND 4 Elevations, Grading 2 • Existing Covenants',(Recorded Copy)4 • Existing Easements (Recorded Copy) 4 Flood Plain Map, if applicable 4 it, Floor Plans 3 AND 4 Geotechnical Report 2 AND 3 ifZ3 Grading Plan, Conceptual 2 Grading Plan, Detailed 2 King County Assessor's Map Indicating Site 4 Landscaping Plan, Conceptuala Legal Description 4 List of Surrounding Property Owners 4 Mailing Labels for Property Owners 4 Map of Existing Site;.Conditions 4 Master Application Form 4 Monument Cards.(one.per:monument) , Parking, Lot Coverage & Landscaping Analysis 4 Plan Reductions (PMTs) 4 Postage 4 Public Works Approval Letter2 Title Report or Plat Certificate 4 Topography Map (5' contours)3 Traffic Study 2 Tree Cutting/Vegetation Clearing Plan 4 Utilities Plan, Generalized 2 Wetlands Delineation Map4 Wetlands Planting Plan 4 Wetlands Study 4 This requirement may be waived by: 1. Property Services Section PROJECT NAME: Sn c oet, Ge_G-SV' f LAT-- 2. Public Works Plan Review Section 3. Building Section DATE: ►Of 28q ? _ 4 Development Planning Section h:\diwsion.s\develop.ser\dev.plan.ina\waiver.xl **************************************************************** City of Renton WA Reprinted: 12/18/98 14 :29 Receipt **************************************************************** Receipt Number: R9807389 Amount: 1, 000 . 00 12/18/98 14 :28 Payment Method: CHECK Notation: SSHI- 62-47/311 Init : CRP Project # : LUA98-184 Type: LUA Land Use Actions Location: SOUTH OF NE 36TH ST AND WEST OF 112TH PL SE Total Fees : 1, 000 . 00 This Payment 1, 000 . 00 Total ALL Pmts : 1, 000 . 00 Balance: . 00 **************************************************************** Account Code Description Amount 000 . 345 . 81 . 00 . 0009 Final Plat 1, 000 . 00 t