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COR. -_ 14207 SF GROSS 3 \ \ 4 <br /> � - 3 � 3 � ,^� m 10,006 NET Z�J � <br /> - • "'' � u�i � �o iO� i� � - 9.798 SF \y \ u� <br /> '�J -'�i'o • - N 'v N n �n n r 'n 6,44a SF r � CARPOR7�---- � n rn \ '.o <br /> o= ---' • � �ri � -in " �J � �n � o ri ��` o\ SCALE: 1' = 50' <br /> co 16.092 SF(CBQ45�f p m � m 5.971 5� � m 7.514 SF(GROSS) r m 7.128 SF(GRO55) o n GARAGE � °� � \N' \ 4 <br /> m =�6,599 SF-'o 0 o z I o <br /> - ----1S394SF(NFi�- � _o 0 6.574 SF(NF7) 6,896 SF(NET) z L�_�_ z zo' HousE i \ <br /> ' ' � '' _ � � � N -- k`L O� CQVG 8 ---� \ `fcr <br /> .-� ' _- ' ~ Z - 6j�Z. 2 �� C16 �kry k^� R �___ -J - O -1 O <br /> N 89'04'3Y E _1b9'07 - y`r�. '+4' }, ' N 89'04'48' E N 85'I1'49' f ss•k �s• ry'-c� ��h N 87'S4'44" E � 721.11' \�' a� �` .. <br /> ''r.� " _ W G �j2 'S� 709.04' N. . � <br /> " a'. '� --~ '--�� 58.84' � 70.07' ✓ <br /> 100.00' � 59.Qr� z��,_-- m�'°' -ti � 83.30' H 85.07' 75.00' \ �Y <br /> v - 2��o$- s,.i�L$ 4 ,\:_ �^h^ � ; � I 3 3 ��� \ ��s�o�pE. <br /> �. h a E N c� cv �d TGN <br /> o ' ��• - '1 - r9�N� ^l N m . I�j 'S'I � s`TZ � . 'ni _ w 0��� \ -_ <br /> n o � ' - ��' G - �n h.h o ,3`� . .B p7• a° !+ � 24 \ �OE' <br /> 2 ^�'r � 0 6 � � N �n <br /> N� � 11,962 SF ,l � '�/ "" � \ � �� �'O�� / 1O 6,066 SF � � 6.6755F \ <br /> �� '_ ' " r� ry"' T7 r m 18 � no a• e,s�s sF � � o m ; <br /> �V`�- _ o '•� 6.758 SF- '-0 6,4a0 SF \ N % o � \ \ - <br /> - vn N 89'04'32' E 149.82' N697g� _ _-•" „£, C71 z l, � a cl �o' uri�. esM'r.z z � i J -- <br /> , 0 6•W - 6'�g'12 ' ;n�^o �9�- _ .- _ - - iG ----- -_-__- - _ <br /> n �9.96' 100.00� 49.82' 76.� N� 5ti 00'-� C� �- 1 - - -�� 6J.97' 74.98' 63.57' � . <br /> ' u`� 6' • R=54 ' •• 2 66.84''- - 56.90' � I \ <br /> �,-. 1 3-g'' ' - ti r Z ry � ' <br /> �� b FOUND REBAR ���r •'� - ' ' z � -" ' ' <br /> - � k CAP 12716". � � _ • _ _ N 89'04�48' E _ _ z J o _ <br /> n ~~' � f N_C9'04'48' E �1 <br /> _ a M � 11,704 SF \ �'Z�g'- ' .�_•- 258.53' N •A I ' '. <br /> - 0.1' WEST 326.08' ;.� Il o `O [x� <br /> � J� ^ ' 79TH PLACE S. W �+ <br /> - n � �t �; _ � - � `� � _ , <br /> N 89'0432" E 178.98' ' '4 - _ <br /> 0 100.00' 78.98' 4i^ ��3 9. 4 ' -�j.00'. 37-0D' � =57.00''- _57.00' _57.00'-}- S7.00'_ _�67.46_ 60.00' S3.54'_`c� �' f = - <br /> z � -- - __ - : Lio' un�. ESM•T. �, o �' a '�f � °� b L = <br /> .h° _ _ _ - - o � in 1 . - --. �., <br /> �AR � � 0 1 �, _ � - <br /> ?ryry � .w ti � ~w - : W W ` � <br /> � '.1y - '_ _ - w ___- _ 3 � m_ <br /> o p ''o .� a 'ro io" 7 _r�ni ,n g s'� .n 5 ' v� e 4 vei io 3 u�°i io o � 6.6D0 SF I o �C.T� I I m N- � �1 <br /> �n <br /> �" p //h•h 9 � 0 6.D0 SF N � 6,270 SF' i� � 8:270 SF � r6.270 SF � 6,270 SF � 6.270 S� c+ a 7,fi29 SF 3 8.713 SF a _-. <br /> 0 18,996 SF(GROSS) ry`�' N 7.183 SF o 0 0 0 - 'o a -'g 4 0 � p � P � � o I 4 I <br /> p � � � O � � IU I� N O <br /> 18,718 SF(NET) / 2 Z ^ Z ^ �_ Z _ Z z i ' Z HIX15E �� Z o I � o ``1 <br /> 1 5 U�1 L I T Y 1 5' U Ti L'�T Y-�1 0 f _- � I I � � I 0'I v <br /> ESM'T. TO C.O.E. �� ESM'T. TO C.O.E. �p., -- -. <br /> s, _ : � <br /> �r z <br /> 'n 147.97' 86J5'�' : 57.00' 57.00' S7.D0' S7.00' S7.Q0'' . 57.00' ': 71.24'� 60.00' 83.39' � �OS' ___________ <br /> _ _ _ _ I <br /> \/ - N 89'04'4E" E__-'001.37' (C) -=801.31' (P)� �FOUND REBAR &CAP FOUND REBAR k CAP "12716" <br /> � FOUND REBAR &CAP I � � _ _ 1?11' I "14076", 1.6' SOUTN 0.3' NORTH &0.5" EAST ro <br /> -FOUND REBAR &CAP '14076", Q5 SOUTR I Z���B I '� _ _ � � <br /> No. ^i2ns^. o.z' wEsi � I - " _ - � <br /> AND CONC. MON. I _ __ _ � / a� I <br /> W/"X' ON BRASS UISK, � -_ - <br /> 1.0' WEST I I � '"_ .. �'- W��u <br /> I � I •- � �v a � , <br /> I :.:.-,;:::; '.' - _ _ , _ I � <br /> .:r,r„t: <br /> .' <br /> �, .... . ...... . . .. .r ... _., ,. <br /> .._ "- I � <br /> 1�12 ' �I , c ..' .. _ `r �------ <br /> - <br /> .-'� � ,- <br /> .#. 'I ,,, . _ .. ----'" = ^ � ! <br /> '- -- -------- 2 - <br /> QUARTER SECTION SUBDIVISION -� <br /> N 89'03'46' E 2fi58.89' �]� '� - = E UIPMENT & PROCEDURE <br /> �1329.44' (C) 1330.15' (P) a 1329.44' �fI LEGEND CURVE:`7'ABL�'� Q <br /> EX1571NG BRA55 CAP EXIS7ING IRON PIPE AION I • SET 1 Y R 24' RE6AR W CAP'TRP ENG 20719� Cl1R�E RADI LENGTH --0EtTP� BASIS DF BEARING: CIN OF EVERETT SHOFtT SUBDIVISION, <br /> � � k SUBDIVISION: NO. 35-90, VOL 39 OF SURVEYS, P. 201 <br /> o SURFACE MONUMENT m C1 25.00"- 47.54 108'57 2 <br /> � Q SEf CASED CONC. MON. W/BHF�SS DISK�T.E. 20779" C2 25.00 .86 86'45 2Z- • METHCQ UF SURVEY: FIELD TRAVERSE OF E%ISTING MONS ON 2/70/94 <br /> �°' O1 � � je( SET NAIL W BRA55 WASHER"T.E. 20719� C3 54.00 30.76 ' 16 _- ..-- _._ <br /> � C4 54.00 15.76 i6'43 6 " INSTRUlIENTATION: k11ETZ SET 4A, 5' TOTAL STATIpN <br /> a�� ��C'T � � O E%ISTING REBAR W/CAP AS DESCRIBED CS 54.00 40.00' 4726 9 ~ ___-• _ c <br /> v C6 54.00 40.00 42'2Ci29 •-pREQS10N: EXGEEbS STATE STANDARDS WAC 332-1J0-090 <br /> a C7 54.00 15.05 15'S 19 <br /> i� ;� N (P) PLAT BEARING AND/OR DIMENSION _-' r ' - <br /> ^ rn � � CB 54.00 40.00 42'26 29 •' -' • '- <br /> a � m � (C) CALCUUTED BEARING AND/OR DIMENSION C9 54.00 40.00 ,z��sz9 __.�,(}T_-.�I�E- AVER74GING CALCUI.ATIONS <br /> �' C70 54.00' 19.50 20'4108 <br /> N N 89'04'J2' E N � CA.E. GN OF EVERETT C11 54.00 1.69 O7'4719 ' ' ' �' <br /> � a� C12 25.00 33.85 7734 24 -" GRO55 AREA-tESS ROAp:�c OVERLOT SfZE AREAS: 187,577 S.F. <br /> - 'oo Y � SCALE: 1'=500' �I C73 25.00 5126 117'2911 ' "� '-"'- <br /> '� � N C14 40.00 4l.55 63'4834 tiEX�s�1NC ZONE-' R-1 PROPOSED-ZONE: R-1 <br /> a „"��� "? � a C15 40.00 17.50 25l)3 56 � � <br /> � :'� a C16 40.00 45J1 652842 NUMB�R OF LOTS AI.hOWED: 26.�,- ' NUAIBER 0�'LOTS PROPOSED: 25 <br /> �' N 89'04'48" E c � c� ' -� •' <br /> o C17 40.00 15.11 21'3843 SMALLEST-1QT SIZE: _6,2Y0 S.F. AVgRAGE•L0T SIZE: 7,500 SF. <br /> 3 z C18 40.00 41.17 58'S8 27 "''" <br /> � 3 �I C19 25.00 51.26 177'2911'- ~.- A.��--No:-._c-�- 112�5 O O 5-- <br /> ` � �� SURVEYOR'S CERTIFICATE <br /> h � a _ � <br /> o � o <br /> �" -F1EF�T'�GE-�S�ATE� <br /> z o I HEREBY CERTIF7 THAT THE PLAT OF HERITAGE ESTATES IS B4SED UPON AN ACiUAL <br /> I � �+ z SURVEY AND SUBDINSION OF SECTION 72, TOWNSHIP 28 NORh�, RANGE 4 EAST, W.AI., E�D;4H A REPLAT OF L�TS 14 i4C 15 OF BEVERLY NOMESITES--DIV. N0. 1 <br /> =� � AS REWIRED BY STAiE STATUiES; THAT iHE DISTANCES, COURSES AND ANCLES ARE �P�'t.es"��9 <br /> �� � SHOWN THEREON COF2RECiLY; iHAT THE MONUMENiS SHOYM PiEREON HAVE BEEN SET; ' ° y��'•� IN NW 1�4 OF SE -1./4 OF 'SEC�L01�1"Jl�;'T.28N.;_R.4E., W.M. <br /> � �- THAT THE LOT AND BLOCK CORNERS ARE STAKED COf2RECTLY ON THE GRWND; AND � CITY OF EVERETT, �SHOHOMISH--COUNTY,_WRSHfN��ON <br /> " I THAT I HAVF FULLY COMPLIED N1T}i THE PROVISIONS OF THE STATE AND LOCAL o _ __ _ <br /> �'! CALCULA7ED POSITION �: I CALCULATED POSITION STATUTES AND REGULATIONS GOVERNING PLATi1NG. �' � _ ���._ <br /> „ PER R.o.s. �a., 39 n i P� R.O.S. VOL, 39 i /� ��"�.,.,� mT960:', TREPANIER ENGINEERING CIdIL-ENGINEERS _ <br /> OF SURVEYS, P. 201 OF SURVEYS, P. 201 � _���e�� �rsre?:� _ --LAND SURaIt,'ORS - -- - <br /> y I ��N,u,�� 1420 HEWITT AVENUE ' - -aha�a�'- <br /> 1326.68' (C) 1327.09� (P) ! �7 RICHARD A. HEALEY, RLS. EVERETT, WA. JBZOL � ��J 259-555b - <br /> � 1326.67' -. FAX:(2U6)259=5558 2�~� <br /> ? - - - - CERIIFICAIE N0. 20719 I' '.7- EXPIRES B/1/97 cacm er rv,rz a�am � _ aQ 94 - <br /> N 89'05'S8" E 2653.35' ({ $ pq�: oavx er n.rt ow.. coc ' -� i�c rio. <br /> ( W.E.P. 11/17/95 a R.A.H. 11/17/95 1" =•50' 9��Q46-- . , <br /> " 2 a 2 <br />