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., <br /> ,---1 <br /> E Lr33� i i <br /> ,,__t_55.„ MADISON ST. PROJECT SITECURB GUTTER & SIDEWALK - eta ? , <br /> PER CITY OF EVERETT-� N 89'01'40" W -- --- - - - w ,V•' I �; <br /> STD NOS. 305A, 306 , o , <br /> �._,.kIS I1,-,is .,I't'}..�;I i \1 I / r ! <br /> /, drake t �j' .�� 2 <br /> rn <br /> • <br /> I;; / I , 1 ,- _ ALLEN BLOCK WAl I TOmarock D` �l .c� 1 •,, <br /> Li, <br /> r 6.26 TALL ®: 3=74 99. 3 STALLS SEE DETAIL �, r • <br /> 1 +�� 0 85..2550' ED u \+y o <br /> I ' (t' TANGENT LENGTHS AND BEARINGS <br /> Ni 62 <br /> W m <br /> BEGIN CURVE U 4 39 13 N'9'01 " TANGENT DISTANCE BEARING Madison St E, i <br /> STA 16+05.22 16 00 ! N �r - '" <br /> p <br /> r 8,12' NSg'1 ,o „W :1:,ic:_L_ <br /> 1 - ~_ Cn caEL 102.24 *t i T Ll--i~ 'j�ai.+sii: �:---- ! L1 -t <br /> -, z L4 2.14' NO'46'S7'W- ��fi�ir�iw� CI"QZ a .+r.ar� � te`.11 3' N88570 W_ 25g1' ,- 6 56' 1- L3 20 16' N89'13'03"W ��P o N36 57 "W y _L4 1.00' Sa'39'59"W �`J ° �_rI N <br /> a. <br /> �' ,�' `" 3c • • L5 16.50' 589'13'03"E -� ' I .a -- <br /> o ,1850'(P121 121'00(TYP} b "�° twit..,,\. <br /> 11a0' c� 4 <br /> L6 58 22 02 Ew M L7 5.00' 58'37'58"W _�1r! Q�-EXTRUDED CONC c 4Moran Rd q ts- <br /> o CURB v -- %-,,��_ _ L8 18.0' S81'22'a2 E -- I <br /> co <br /> �� � o > 18 p L9 13.0' 1,181'20'45"W v o t' <br /> x a �L6 0 L10 1.47' 58'37'58"W �' •-� <br /> �' o v 72nd St se <br /> LI) Z-.C) <br /> w l •``' /1601 WALL HT=2.0' <br /> -'i . o'(YP, O� 6, ,r, 1 54' L11 23 39' N81'17'31"w _ co�`�---- <br /> DRIVEWAY _ ) 'n ° ` `° ALLEN BLOCK WALL _ ¢r <br /> c. '. flT ./ <br /> 28 �; �•rr I Qo' L12 15.93' N81'20'45"W �- 4-1p 4 0 <br /> a 1& SEE DETAIL 2 A g c° <br /> 99 C 8vi 113 4.0' N 8'39 15"E i <br /> -mp W DSTA 15+43.49 - L1412.23' N81'2a'45"W <br /> II; �31 w, <br /> •� <br /> - o a t-'1850' Q olr ,�,® L15 27.7' N81'2a'45"vy Beverly LakeW/ w-1 I1o ---- civ �' 1 g0 35 ,, L16 1.00' 58'39.15"W LI Z Z m <br /> ln <br /> n O h' L17 13.0' _ N81'20'45"W <br /> n o�-_� Z o L18 8.39' 58'39'15"W - VICINITY M A P �" 1 p N <br /> E oo GARAGE 1 L19 19.28' N5'22'33"W -- - /� �1 �$ 11]p "y' <br /> 8 3 ® 6� .3 FF 87 5 18.00(TYP.a <br /> L20 1 76' N8'39'15"E n t s ( 12, <br /> "' ~' ~' <br /> 1600(TYP 634' L21 27 7' N81'20'45"W <br /> 1 a0 a b V 122 1.57' S8'39'15"W <br /> FF 98.5I L23 113.46' N8 i 120.45"w SHEET INDEX <br /> ' L24 3.32' NS 21'47"W� <br /> 8C o ;� <br /> /� L25 _ '128:379'2N68'39'15"E °0 <br /> TBM �11J �' :co5 <br /> 1_26 ' N81'22'02"W- <br /> ci i1 <br /> _ SITE PLAN u.a <br /> L27 12.21' N81'20'45"W <br /> 10 5'N89'20'01"E_ ----------,-,_ Q :if,. <br /> L28 28.79' N36'22'01"W �,2 CIVIL NOTES <br /> -`w- L29 1.45' 58'39'14"WQ •DRIVEWAY a a,2 - "y�-�-_ 2d 00' L30 8.12' S81'20'46"E C3 DETAILS & VAULT 1 <br /> STA 14+fi3.49 a I a --RETAINING WALL l <br /> ,,, N DETAIL L~`q n m L31 27.70' 581'18'15"E °D <br /> r <br /> _ Q <br /> L32 27.7x' 1,15831.'311591W: C4 1/AULT 2 <br /> o, , f'• " ---- '� ALLEN BLOCK WALLL33 - 16.,9' 81'15E C5 DEMOL_ITION PLANX341.44''"� J FF 100 0 ;� �; to �� SEE DETAIL 2 �"`., N9 " <br /> ga ury �' 8,2_,...„ ....... <br /> L 35 11136:46:3,r' �1'T� C,6 TESL PLAN <br /> z I L12 L9 Lia L3�� 273' <br /> C7 GRADING AND DRAINAGE PLAN <br /> L13 L37 88'41'45"'v <br /> i - ® f r L 14 2,2`1 d0 L r r L38 1 ' <br /> 5 <br /> 36'22'a,"E <br /> Q ---� z5 g -_ a -� _ L39 11.18' N 8'39'15E C 8 SEWER A N D WATER PLAN <br /> 51 Loa N9'42'07"E C9 E. CADY WAY PLAN & PROFILE <br /> + J r a <br /> ,:!_i <br /> ,r--PLANTER 'g /FF 101.0 4o mss; �' ! L41 <br /> r.,rn <br /> /14aY u, z 8.21' N51'22'34"E m <br /> 2822 35. <br /> `� �" 1. L42 1.92' L N8'39'15"E <br /> 0 18 50'(TYP) 2T'45,.w �1 1 ,-6L0; L2? 0 U 2 <br /> 1� a' ,4.00 L19 f,---- -'_,- 17 C'1,3 -� 0 <br /> 4 <br /> � ® � 58'37 58"W L24C1 L 1-- x a� <br /> 23 <br /> rn <br /> la. a' 10" :.17-rj <br /> I WALE H r=2_0' X ___ <br /> _° -58'38'13"1/V / - 1 AL K SITE CURVE TABLE E'� a <br /> ,,, 3 L25 1 LEN BLOC WALL �� _ �? <br /> , 1 - 0 <br /> a' N8,'2�'02W 10111101----^ 4 _, j/i SEE DETAIL 2 CURVE RADIUS _TANGENT LENGTH ARC LENGTH c?a <br /> , . <br /> , iFF �'� 75.00' I C3 C 1 _ 5.0' 5.0' 7 85 o <br /> 0 102 Or BUILDING A ``� ' c <br /> ry FF-100 =3 �� o 11 C2 2 0 2.0' 3.14 E <br /> Its A <br /> thi0 <br /> JW C3 2.0' 2 a' 3 1a' , Z o l'iI PLA TER ;�• O ^ 4� -�O1 „ ;r1 C4 4.00' 4 24' 6 52' SURVEY BOUNDARY LINE - CURVE TABLE ( W <br /> FF o CS 15.92 16.0' ? 0' <br /> rn, ,,,1 2 <br /> .�,d® / 5. NUMBER I; R �F r T T a" <br /> QB <br /> __ • J 103 oa ;� C6 10.00' i 0 0' 15.71' <br /> J J ® ® m � `L7 <br /> CI-891'56'33" 14 OU <br /> 14'a - aL. a )J a C7 10 00' 10.0' 15.71' C2-8 97'4x' 7" 2400 40.91 <br /> v, 60 �! Z CS 2.0' 2.0' 317' i <br /> 4 <br /> L -._'" C9 2 0' 2.0' 3 1 a' 0 3 <br /> NEI��'21- rral <br /> I4 `� C10 1.0' 3.78' 2 6 2' <br /> N ,, g 5 <br /> 4 70' SURVEY BOUNDARY LINE - LINE TABLE i <br /> � L3 J11011* A � � � )// <br /> _ C11 50.0' 2.35' _ <br /> q.DRIVEWAY i Y -� ® 16 7p ,13 C12 2 0' 2.0' 3 14' NUMBER DIRECTION DISTANCE �1 T'I a p <br /> T I 45.0' Vi at C13 2.0' 2.0' 3.14' Li-B 585'3$'00"E 2.00 <br /> STA 13+20.67 t �-~~`��-� CD, �� C14 2.0' 2.0' 3.14' L2-B N67'18'39"yy 10.77----1 m <br /> C15 2.0' 2.0' 3.14' L3-8 NO8'0$34 W 8 26 i <br /> __"- CANTER 13 74' ti--11--0K%-„.,4- <br /> 1242TAtts �p \ �(' ' G16 2 0' 2.a' 3.14'� Q AT/ j �ry _ - -� V. <br /> 13+0D J' o o C17 1.0' 3.73' 2.62' C <br /> \: <br /> �� I - �30 / r 12.02-'S� i. \. If!' <br /> L30fMN5. <br /> 1 `P 1 `n c.,. _ C1$ 1 0' 1.7J 2.09PSTE 1 <br /> C19 10.0' 10.0' 15-71'];• __ \��i/ / 7 N 94512ps, 120.5r2TAB ® `�S / C21 L31 --C 4 ' : +.-WALL HT. = 2.50' MAX. C20 2.0' 2.0' 3.14' O° <br /> %h �� /-�_ 19',..2C31:_ � L2 C19 i7 02, -74 <br /> c. �• �3 L34 STOP TYP} C212.0' 2.0' 3.14'C22 2.0' 3.46' 4.19' 10 <br /> ,� 12.02' YP 0 :_32 <br /> 1 70' 14 C 35 _ Q• <br /> BEGIN CURB 40' 10.6,3 15.45' / C23 2.0' 2.0' 14' <br /> STA ,2+88.14 C 25 a _ 38.50' a4,c.,1 C24 2.0' 20' 3.14' <br /> TOC EL 108.24 �` � n J <br /> ~- 17 STALLS 4 0' L36/ /7c / <br /> 6.42 o- _ C25 5.0' 5.0' 7.85' <br /> a I a ~ `- 1131' ig233' /L37/} / �-r�/ k ( C26 1.9' 2.42' 2.36' <br /> I � � t � m 5 ,NW - - - t_. � , <br /> O O b <br /> 4.9' ) 18 q7' 8 STA, CALL BEFORE YOU DIG <br /> ca c� 1 ��di-24.510'4,68.0 .. <br /> °I 17.35' 1-800-'424-5555 <br /> i , <br /> 1 ' <br /> © <br /> LEGAL DESCRIPTION Rl1,1810Na <br /> atv imam SFW.Owt <br /> DIMENSION LOCATIaNS <br /> PARCEL,A PARCEL B; 11 15.98 <br /> PARCEL C' RELOCATE CAR NASA <br /> THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 28 NORTH,RANGE 5 EAST,W.M,AND LOTS 1,2, THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 7,TOWNSHIP 28 NORTH,RANGE 5 EAST,W M.,DESCRIBED AS RENTAL HOUSE ON MADISON AVENUE IN EVERETT, WA,DESCRIBED AS FOLLOWS. LA1'Q�T»IM REV. <br /> 3 AND 4,BEVERLY HILLS DIVISION NO. 5,ACCORDING TO THE PLAT THEREOF,RECORDED IN VOLUME 11 OF PLATS,PAGE 70,RECORDS OF SNOHOMISH FOLLOWS ADD 2ND WETVAULT <br /> COUNTY,WASHINGTON, AND EMBRACED WITHIN THE FOLLOWING DESCRIBED BOUNDARIES. LOT 7,PLAT OF BEVERLY HILLS NO 5,AS PER THE PLAT RECORDED IN VOLUME II OF PLATS PAGE 70,RECORDS OF SNOHOMISH COUNTY, EXCEPT +-.6-99 <br /> BEGINNING AT THE INTERSECTION OF THE EASTERLY PRODUCTION OF THE SOURTHERLY MARGIN OF MADISON AVENUE WITH THE NORTHERLY PRODUCTION THAT PORTION CONVEYED TO THE CITY OF EVERETT,DESCRIBED AS FOLLOWS <br /> BEGINNING AT THE NORTHEAST CORNER OF LOT 5,BEVERLY HILLS DIVISION NO 5; THENCE NORTH 09'39'15"EAST TO THE POINT WHICH IS 20 FEET OF THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1,WHICH POINT IS A POINT OF INTERSECTION OF A 30 FOOT RADIUS PROPERTY LINE WEST BLDG!rev <br /> SOUTH OF THE NOFTH LINE OF THE AFORESAID SECTION 7; CURVE CONNECTING SAID MARGINS, '3EGINNING AT THE NORTHWEST CORNER OF SAID TRACT 7, 3.5.99 <br /> THENCE SOUTH 89'01'40"EAST A DISTANCE OF 38.44 FEET TO THE NORTHWEST CORNER OF PROPERTY DESCRIBED IN THE DEED OF CONVEYANCE THENCE SOUTH 8'39'15"WEST ALONG SAID WESTERLY MARGIN 34.32 FEET TO THE POINT OF TANGENCY OF SAID CURVE AND THE TRUE POINT OF THENCE SOUTHERLY ALONG THE WESTERLY LINE OF SAID TRACT 7 A D15TANCE OF 1464 FEET; <br /> EXECUTED BY SAFEWAY STORES,INCORPORATED,A MARYLAND CORPORATION,IN FAVOR OF THE CARTER OIL COMPANY, A WEST VIRGINIA CORPORATION, BEGINNING; THENCE ANGLE 180'TO BECOME TANGENT TO A CURVE TO THE RIGHT, SHUT TITLE <br /> AND RECORDED UNDER AUDITOR'S FILE NUMBER 1261057,IN VOLUME 634,PAGE 426,COUNTY OF SNOHOMISH, STATE OF WASHINGTON; THENCE CONTINUING ALONG SAID WESTERLY MARGIN 159.79 FEET TO AN INTERSECTION WITH THE EASTERLY PRODUCTION OF THE NORTHERLY LINE OF THENCE ON A CURVE TO THE RICHT HAVING A RADIUS F 1a F A CivIL 51TE PLAN <br /> 0 0 FEET AND CENTRAL ANGLE OF 91'56'33"EE ARC DISTANCE OF 22 47 FEET, <br /> THENCE ALONG THE WESTERLY BOUNDARY LINE OF THE PROPERTY DESCRIBED IN SAID DEED,SOUTH 08'39'15"WEST A DISTANCE OF 179.01 FEET TO LOT 4 OF BEVERLY HILLS,DIVISION N0. 5,ACCORDING TO THE PLAT THEREOF,RECORDED IN VOLUME 11 OF PLATS,PACE 70,RECORDS OF SNOHOMISH THENCE EASTERLY,IN A STRAIGHT LINE TO A POINT ON THE EAST LINE OF SAID TRACT 7,WHICH 15 3 42 FEET SOUTHERLY OF THE NORTHEAST <br /> THE SOUTHWEST CORNER OF PROPERTY DESCRIBED IN THE DEED HEREINABOVE REFERRED TO, COUNTY, WASHINGTON; CORNER OF SAID TRACT 7; <br /> THENCE ALONG THE SOUTHERLY BOUNDARY LINE OF THE PROPERTY DESCRIBED IN SAID DEED HEREINABOVE REFERRED TO,SOUTH 81'20 45"EAST A THENCE NORTH 81'20'45"WEST ALONG SAID EASTERLY PRODUCTION 111.90 FEET; THENCE NORTH ALONG THE EAST LINE OF SAID TRACT 7 TO THE NORTHEAST CORNER OF SAID TRACT 7, <br /> DISTANCE OF 111.9 FEET TO THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. I; THENCE NORTH 8'39'15"EAST PARALLEL TO THE EASTERLY LINE OF LOT 5 OF SAID BEVERLY HILLS DIVISION NO. 5, 179.01 FEET TO SAID SOUTHERLY THENCE WESTERLY ALONG THE NORTH LINE OF SAID TRACT 7 TO THE POINT OF BEGI;rNING, <br /> THENCE ALONG THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO 1,SOUTH 08'39'15"WEST A DISTANCE OF 200 FEET; MARGIN OF MADISION AVENUE; SITUATE IN THE CITY OF EVERETT,COUNTY OF,.IOHOMISH,STATE OF WASHINGTON <br /> THENCE NORTH 8120'45"WEST A DISTANCE OF 327.06 FEET TO A POINT ON THE EASTERLY LINE OF EAST CADY ROAD' THENCE SOUTH 89'01'40"EAST ALONG SAID SOUTHERLY MARGIN 78.60 FEET TO A POINT OF CURVE THEREIN; <br /> THENCE ALONG AN ARC OF CURVE TO THE RIGHT HAVING A RADIUS OF 30 FEET A DISTANCE OF 51 15 FEET TO THE TRUE POINT OF BEGINNING; SUBJECT TO RESTRtCTION5 CONTAINED IN INSTRUMENT RECORDED UNDER SNOHOMISH COUNTY AUDITOR'S FILE NO 678949 AND MATTERS DISCLOSED BY <br /> THENCE ALONG THE EASTERLY LINE OF LADY ROAD,NORTH 0'39'59"EAST A DISTANCE OF 201.97 FEET TO THE NORTHWEST CORNER OF LOT a OF THE <br /> AFORESAID PLAT; EXCEPT THAT PORTION CONVEYED TO THE CITY OF EVERETT FOR STREET AND MUNICIPAL PURPOSES BY DEED RECORDED APRIL 10, 1970 UNDER ORDINACE DISCLOSED BY AUDITOR'S FILE NO.8107170075. <br /> THENCE SOUTHEASTERLY ALONG THE NORTH LINE OF SAID LOT 4,A DISTANCE OF 205.13 FEET TO THE NORTHEAST CORNER OF SAID LOT 4; AUDITIOR'S FILE N0. 2141104 AND 9506200364. <br /> THENCE NORTH 08'3915' EAST A DISTANCE OF 163.78 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION CONVEYED TO CITY OF EVERETT BY NORTH fa" � oft ' <br /> DEED RECORDED UNDER AUDITOR'S FILE NUMBER 2141105 AND 9506200362 FOR STREET AND MUNICIPAL PURPOSES. ALL SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON. 0' 10' 20 40' ex <br /> - .1.111111.111111 '1'22-98 011(pglr"I SIM <br /> /NO�OT P. FI"Egr <br /> 0i-10I 101010DW6 <br /> MUT No <br /> 6816 Evergreen Way -�- UtilityDrawings C MI 1 <br /> t __...-... ... TI.Dill-,.EF YI.!',* ^ .: 1 t '4,.,' <br /> • <br />