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HomeMy WebLinkAboutHeatherDr_5202 ANACORTES PUBLIC WORKS DEPARTMENT 0_ °�' Steven Lange, Project Manager P.O.BOX 547,ANACORTES,WA 98221 PH(360)293-1920 �f. W E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938 1.0016 Memo Date: February 26,2018 To: Paul Ingalls, Plans Examiner From:Steven Lange Subject: Site Plan Review#1 for 5202 Heather Drive cc: Eric Shjarback, Justin Symonds The submitted site plan for 5202 Heather Drive was reviewed by the Public Works Engineering Department on February 26, 2018. • 02-13-18: Submittal to Public Works Engineering • 02-26-18: Public Works review and memo back to Building Department The following comments are provided: • See attached vicinity map identifying City of Anacortes utilities. These connections need to be added to the site map. • Details are attached for the curb cut type and layout at the street. • WSDOT Standard Plan F-10.12-03 • WSDOT Standard Plan F-80.10-04 • No frontage improvements required under this proposal. • Show all easements of record, including the Skyline Division #3 Plat. • Maximum driveway width at the street for residential access is 20-feet. Located 8- feet minimum to the property line, per 2011 EDS Standard, Chapter 3— Streets, Section STR-28, Subsection STR-28.1 — Driveways. Attached for the applicants convenience. • Known subsurface flows in the area. Suggest installing perimeter drains along the northerly boundary. • Address for this site is 5202 Heather. The address on the site plan needs revising. 4O 40 4� < • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste • Transportation •Equipment • Capital Projects • Development Services 4,p�W P5 kPw` 2 Cc:t 01 . v i I ' I . 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The Contractor is responsible for all maintenance and repair during this period. STR-27 CITY-OWNED UNDERGROUND CONDUIT AND VAULT REQUIREMENTS The contactor must obtain a Right-of-Way Permit to install underground conduit in the right-of-way. See AMC Chapter 12.08— Street Excavation Permit Requirement Install 18-30 inches deep within'and parallel to the right-of-way. 4-inch diameter solid wall polyvinyl chloride (PVC) pipe conduit conforming to ASTM D 3034 SDR 35. Installation under roads and high-traffic locations, i.e., parking lots, require Schedule 80 PVC pipe. Maximum 500 feet long conduit between junction boxes/vaults. Joints must conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477. Conduit ends terminate at Type II junction boxes conforming to WSDOT Standard Plans J-11a. or other approved underground vault equivalent to 466-TA Splicing Vault (Utility Vault Co. (800) 839-3500) with inside dimensions of 3'-5"W X 5'-5"L X 5'-13 "D. The contractor must submit conduit and vault as-built drawings showing the right-of-way and property corners, offset dimensions, depth of installation, conduit diameter, and size and type of junction box/vault. Mark conduit with detectable orange colored marking tape or wire prominently labeled "Caution Telephone CATV." STR-28 PROPERTY ACCESS STR-28.1 Driveways Driveway Standards Measured Curb to Curb Minimum to Property Line 8 feet Minimum Between Driveways 30 feet Minimum Tangent Curb Length to 50 feet intersection *Maximum Width at Street 20 fleet 30 feet . Residential **Commercial < 250 feet s 125 feet Right Turn Only at Signalized Intersections Arterials Collectors Right-In-Right-Out Only When Safety Warrants * Driveway cuts in sidewalk required ** Unless topography or traffic volumes require wider. CHAPTER 3 STR-15 FACE OF CURB VARIES 12'TO 24• FACE OF CURB FACE OF CURB FACE OF CURB --a_ VARIES VARIES �`''' 61/2" 8 1/2" VARIES FROM 6"(IN)TO 0°(IN)- 1" i 10"TO 22" 1" MAINTAIN 1H:6V SLOPE 7R._\ (SEE CONTRACT) 1"(IN)R. 51/2" 1^ VARIES 11"(IN) ON SIDE OF CURB R. MATCH ROADWAY MATCH ROADWAY 1/2"(IN)R /- i"(IN)R. MATCH ROADWAY MATCH ROADWAY SLOPE T� .--j' SLOPE / SLOPE 1/2"(IN)R SLOPE 1/2"(IN)R. za ' " D io 1/2'(IN)R. D &$ 1/2"(IN) ROADWAY 1/2"(IN) ROADWAY s/ . ROADWAY p /// ROADWAY R. O r� '.,�2.0•Aiill R. �. ! r ° LL tt m m " n . r a ' - D.: A • • .- - • t0 r - • D. . A • e> _ D FLUSH WITH GUTTER PAN AT CURB \\ - I\ O RAMP AT DRIVEWAY ENTRANCEERTICAL r 11 1/2" 11 1/2" 1'-6" © l'"' 1' 6" -j DUAL-FACED CEMENT CONCRETE CEMENT CONCRETE DEPRESSED CURB SECTION TRAFFIC CURB AND GUTTER TRAFFIC CURB AND GUTTER AT CURB RAMPS AND DRIVEWAY ENTRANCES 6" 1"(IN)R CEMENT CONCRETE 1/2"(IN)R 1 6' CURB RAMP,LANDING, NOTE CEMENT CONCRETE OR 1/2"(IN)R. m ASPHALT CONCRETE 1"(IN) OR DRIVEWAY 1. See Standard Plan F-30.10 for Curb Expansion and r SIDEWALK OR PATH VARIES FROM—' R. ENTRANCEd o Contraction Joint spacing and see Standard 6"(IN)TO 0"(IN) D • Specification Sections 8.04 and 9-04 for NI111.1.1 6" D' ♦ • b additional requirements. A 3/8"(IN)PREMOLDED JOINT FILLER (WHEN ADJACENT TO CEMENT 3/8•(IN)PREMOLDED CONCRETE SIDEWALK) JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS, LANDINGS, ' AND DRIVEWAY ENTRANCES -J J W L 4 XTRIC4t. esFACE OF CURB FACE OF CURB FACE OF CURB 's,' ,�0 WAS/t tL VARIES 12"TO 24" e�y�e A. _ '7� FACE OF CURB VARIES 71/4" cu g1" 10"TO 22" 1" 6 1/2" ¢ (SEE CONTRACT) 9 .. .e. ' cc,. a 5 1/2" 1" IIM„...i1 1/2"(IN)R. ,p 34363 O 4,0 a 1"(IN)R. 1"(IN)R. 1/2"(IN)R. 1"(IN)R. 1/2"(IN)R. o��SS�CI STSR,' . ROADWAY Zo ♦ D ROADWAY ° •- '1 • oil. TONAL �' D 1 ROADWAY ROADWAY Barry,Ed fkr May 6 2014 3:31 PM T CEIIRENT CONCRETE CURBS ' p - p '•A • - ° ' ,D STANDARD PLAN F-1 O 12-O3 1 3/4"..] 1 1 3/4" 1.. 8 1/4" "ff I F 8 1/4" SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION t)J,ot o h.Pa ,�/} P'L_, BALL-- Jun 112014 125 PM DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT Allb. 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F \�C BROOMED °° ;\`\ ��`��.. I �' k, 4 SEE STANDARD PLAN F-30.10 )< ° \\\ FINISH(TYP.) / L \ I ... , , 1 0 c., :\ ..., 4.. .., , .., \6\t_ „, ‘.,. ... ,�� d i w..., \ 4" 7 / r co I \, L 7 .,.. ,„ 7 . 7.--- -‘ \ \ \ c) \ I i DRIVEWAY ENTRANCE\ (SEE NOTE 1) CEMENT CONCRETE\ j 5 (SEE NOTE 1)-� �2•_6• 2' 6 SIDE SLOPE(TYP) \ J CURB AND GUTTER BUFFER STRIP(TYP.) -/ \ CURB AND GUTTER CEMENT CONCRETE �/ (SEE NOTE 3) �` (TYP.) {TYP.) (SEE NOTE 3} PLAN VIEW ....I PLAN VIEW DRIVEWAY ENTRANCE TYPE 4* w TYPE 3 SIDE SLOPE(TYP.) 1 fl Z N *THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE u. LL / CO (SEE CONTRACT) cr, 1/2"(IN)R.(TYP.) MATCHS_IDE_W_ALK WIDTH _ (SEE CONTRACT) _` (SEE CONTRACT) I n 1/2"(IN)LIP BEIWEEN ROADWAY DRIVEWAY _ ` I^ 112"(IN}LIP BETWEEN ROADWAY 1/2"(IN)R (TYP.)- GUTTER AND CURB(OR SEE (SEE NOTE 7) \ \ * io I c9 �- GUTTER AND CURB(OR SEE ial CONTRACT) =�- t ; CONTRACT) // • .......................... • � �I.&" I SIDEWALK {SEE DRIVEWAY NOTE 7) / DRIVEWAY DRIVEWAY _ VS"(IN)EXPANSION SOINT(TYP.)- � DEPRESSED DEPRESSED RAMP SECTION l t ! CURS AND GUTTER SEE STANDARD PLAN F-30.10 / RAMP CURB AND GUTTER ! (SEE NOTE 3) (SEE NOTE 3) SECTION 0 C`. Iv T Z '1 5 ti "CEMENT CONCRETE DRIVEWAY er,. ENTRANCE TYPE 3"PAY LIMIT / ik- "CEMENT CONCRETE DRIVEWAY �U�» / ENTRANCE TYPE 4"PAY LIMIT I. �0't'�+�9FG!ST0 4gGt�`v DRIVEWAY c S (SEE NOTE 7) ' / / ,:• . I4t3AL �' CL.4000 CONCRETE Y ` '�� / DRIVEWAY _ .'• ,/ cilcr,Swit PER STANDARD SPEC 8.06.3 . (SEE NOTE 7) . j � Jul 1820I67:07AM =�l• % CEMENT CONCRETE ND RD CONCRETE / DRIVEWAY ENTRANCE PER STANDARD SPEC.8.06.3 / T�PES 1, 2, 3, 81: 4 j�� STANDARD PLAN F-80.10-04 l' i' / SHEET 2 OF 2 SHEETS s' .).„....„ i� �J APPROVED FOR PUBLICATION �� (.lvpcntcr,Jeff 2 cateic. pg Jul 18 2016 12:22 PM �f• C �.' ISOMETRIC VIEW ,,,, R-% / ISOMETRIC RICi VIEW STATE tlE510N ENGINEER TYPE 3 PAY LIMITS TYPE 4- PAY LIMITS I Y Washington State Deportment of Transportation SITE INFO STREET ADDRESS: 5202 HEATHER DR, ANACORTES, WA PARCEL #: P59204 LEGAL DESCRIPTION: CURS e vr P EGF VARIES PROM e"ON)Tur(IN)- A PORTIONSECTION 27,N.W..35N4, RFI E.THE W` E. 1/4 OF MNNTNNIH-SVSLOPS .M. VARIES o^{IN). ONNTAIN1 CURS !f " SLOPE nowt SKAGIT COUNTY. WASHINGTON ta'llp 1L- J . 'SLOPE • d 1{Y(INj ROADWAY I3 '' oM GUTTER � rvN� ZONING 4 p.e• l " LP AT DIIIVEWAY ENTRANCE ZONING: R2 DEPRESSED CURB SECTION AT CURD AYETRANCE DRIVWAV ENTRANCES SINGLE FAMILY RESIDENTIAL SETBACKS. FRONT YARD - 20'-0' REAR YARD - 20'-0' • N,r'ezn4 IM SIDE YARD - 5'-0' MIN. IS'•0' COMBINED CEMENT CONCRETE CURDS. HEIGHT LIMIT STANDARD PLAN EET+0.12-03 35'•0' ABOVE AVERAGE EXISTING GRADE TO THE RIDGE ROVEDMR PSHEET. OF A PITCHED ROOF APPROVED FOR DSLICMIO I zt,7I B PMm, LOT STRUCTURE COVERAGE aWES).sw EN^rMnsmorTmnpmMhC �/ 106� Y .q'-0" PROPERTY LINE Ho. 35% MAX. OF NET LOT AREA • N A f1 4Cfl _ -- SITE CALCULATIONS 4 JY IN)EXPANSION JOINT(IYP}-. - ' = 5202 -LEATHER EE STANDARD PLAN F-30d0 MATCH (SEE _I \ ANACORTES HA \ LOT AREA IEEE CONTRACT) I VARIES g'p g.0 ,^ \ f 7,527 SF GROSS LOT AREA 1l 1 BEESTANOARO - \(EEECONTRA6TI 7� q� ai8"UM EXPANSION JPINT CiTP)- �� eROCMED I ROFOSa1.J IAN waano —PTNSHfTYP; �/ ® , , 20 -O REAR SETBACK \ _ _ LOT COVERAGE STRUCTURE CALCULATION �Vj ' 04 N \ ` I R .5 NOE 7,527 SF GROSS LOT AREA .�• N x 35% __ • I E SM N T ELEV. _ �S .5a Z634 SF ALLOWABLE LOT STRUCTURE COVERAGE )Yr)`\ CEMENTfONGRF.TE DRIVEWAY SLor RANG (REV NOTE I) F : CCURB EMENT CONCREE� \ V (SPE AND OUffEN SIDE BLOP2{TSP) ,SEE NOTE N(SEE N ENTRANCE BRN YEN RANGE PLAN VIEW r I MA N E E E�/• a ®� I 1,962 SF HOUSE (EXCLUDING EAVES) SIDE SLOPE(HP) TYPEd • Z•Sj' I. -_ _— \ *THIS ENiRAJet TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE \ - - 546 SF DECK/STAIRS \ {] / 2.5} R I &E E L E V. = 12 . � ° I 2,508 SF/33% TOTAL LOT COVERAGE 0 (SEE,CONTRACT) - \ . EN ROADWAY 1/2"IIMR(NET JE . 117(IN)UP BEIIACEN ROADWAY �_ r I(OR SEE m,I GUITERRANO AC'tI CURB(OR SEE - I�I - .::-- � • C(N3TR k , Y-- T i N i N& w _�... DRNEWAY / .'++ tCll 11II 11 (A�'/��"] i}��'¢'/ T��/ (SEE NOTE]) DRIVEWAY RAMP 0 DEPRESSED Z rn II I. W / \S NEE 1✓ E Y RAMP SECTION F -CURB AND SDTfER O _- l 1 \- - -V L (SEE NOTE]) _ I. a R xn;; a 1- W^ J I� �� al'CEMENT CONCRETE DRIVEWAY \ b atao P6 4� I I ENTRANCE TYPE A'PAY LIMIT�1\.. ��' ACj 9TTQ`� 'YNVAI. / uq+I�� j./I III Poe, OPNEWAY + ai:;T: 0{SEE NOTE"O .Y� ..J .y',F dn152T10]NAM'3' l� C MEND CONCRETE ^ IO- Mil cL.aaBo CONCRETE �" DRIVEWAY ENTRANCE 11— Ij PkRSTARDSPEC.LSIT 'l 8 _ / / ' � STANDARD PLAN F-80.10.04 . I,\ 0 I = STR-28 PROPERTY ACCESS SHEEL2 pFl8NEET8 O - �1---T I 1 fl STR-28.1 Driveways. n-�eeP.PSP.RO/JV.E//D FOR PUBLICATION �� f V`T^^"'pea NX BIb4yNd Il i \ ISOMETRIC 4-PC VIEW ""P` I lay - TYPEd-PAY LIMITS .YD�„M,n Spp D.•pRm.P mrAUEnrpwn I O I - I� \ of O Driveway Standards Measured Curb to Curb I 1 �1J 1 I L_T — Minimum fa Property Line 8 feet Minimum Between Driveways 30 feet 102 \ I Minimum Tangent Curb Length to I L g 8 I = a _ _ a A T \ \ \ intersection C20. 30�ffeett^�� feet "30 feet ja o 20'-O" rRONT �C I BAGiG\ I 06 *Maximum Width at Street sidential "`Commercial 1 p da < 250 feety< 125 feet �a \ Right Tum Only at Signalized Intersections Arterials Collectors 00 V • Q d_� x 'f I Right-In-Right-Out Only Wheh'Safety Warrants 1 d� J 1• �/CY 'I ' Driveway cuts in sidewalk required \,_ **Unless topography or traffic volumes require wider. a �- . _ `a— a _ _ 104 Q , �r } t 1( aS _ �� *`� 9 BYLUND r l� ,�a J1111 ` ® pis 11 '-O'" PROPERTY LINE ` loo 4 102 0 = Zo MAXIMuM ItW% aT Ste, RESIDENCE f �- / 1 SKAGIT ! _ _ 1r1 r / 11 '-10" / 47 -O / 12 -2 / © , ,' MwS1Mum 4b c t- E , COUNTY, —. — _ r �� fez_ s,R•2g �zola WASHINGTON 12 t� �_ ` " , � " G , 3 • 'S?REeTti. ti L — COSp - �:. Q SITE PLAN O` ty JOB N0. 2017-10 —� `�°" A 5I TE ELAN �� cc/A.A._ F-b0.10-ost. #1073 ' SCALE: I" = 201-0" DATE; 10.2.17 10 � - �AN E'iI D�'t> DxIL F-to .12-03, DRAWN BY: REY J { I �` A fSAt �F . etCl.X. vt"fl t OS.13.145 CHECKED BY: REY �`{• l— REVISIONS: 1 C 11�1(�� GZt7� t3� Cy1C1�E ' i t o• t a: 'Zc • f G.c.i, urn, !_.ommec s4 1-c amem6 4, . $.r:,4. I MAR U LLi10 SHEET: Al , . • SKYLINE NO. 3 . .';''11-6 SECTIONS 27 & 28, TWR 35 N. R. I E. W. M. Nt.- REQuEs,eF..._....____-..............—... CITY OF ANACORTES . , . SKAG 1 T COUNTY , WASHINGTON DESCRIPTION DEDICATION This plat of SKYLINE NO, 3 embraces a poitiork-Wlhe NIC.01 Sectierna,27440a portion ci the NE', of Section 29, ALL in Township 35 North, Range 1 East of W.M. in KNN ALL MEN BY THESE PRESENTS that SKYLINE ASSOCIATES, a Washington Limited Paitnership, mortgagor of the land hereby platted, does hereby declare the plat of Skagit County, Washington, being more partipaeae-ti deecelleed,aSqepows; 'eee ee . SKYLINE NO. 3 and dedicate to the public forever all streets, roads and alleys shown hereon for any and all public purposes not inconsistent with the use thereof for Commencing at the northwest corner or'eareloSettion 27; thence t1,731144" Vrblonalethe west line of said section 655.66 feet to the southwest career of the 40fareehalf public highway purposes and also reserves the right to make all necessary slopes for cuts and fills upon the lots in the original reasonable grading of the roads, streets . (ffe) of the NAre of the NW, of said Section 27 and the Point Of 9eglen(ng: thenc,eecdritirU4'00 1'31144" W 150. 51 feet; thence S 5°1551" W 81.41' feet; tnerce S 16°1352" W and alleys shown hereon. 100.00 feet to intersect the arc of a curve at a point from which the cnterlies.,SA°1. 5t1 and 1360.00 feet distant; thence easterly along said curve to the right IN WITNESS WHEREOF We have set our hands and seals, through a central angle of 78°49'12" an arc distance of 684,09 fegee1thenoe,,N 4I304" E00sp0Jeet; thence S 73°46'5411 E 153.66 feet; thence N 50°03'57" E 114.40 feet , to intersect the arc of a curve at a point from which the center IreeeS-12°06181',',Cale(755.00-1W 'distent; thence easterly along said curve to the light through a central SKYLINE ASSOCIATES AWASH IIMID PARTNERSHIP angle of 26°34'19" an arc distance of 350, 14 feet; thence S 54nt44" E 209.84 fiat; t*ce S 41,74,9,el'Ee2O8.70 feet; thence S 31'47'36" E 139,28 feet; thence NGTON L TE G 1 P S 23°4600" E 69.64 feet; thence N 66°14'00" E 399.75 feet; thence N 7°4357" W 21697 feeajoath'e ne,gantl ene artner'Ing of a curve to the left with a radius of 1500. 00 feet; thence northerly along said curve through a central angle of 19°14'03" an arc distance of ,47,7e37 tee,f, to,'a point ,df,eangency; thence N 25°58'00" W 310.00 feet to the beginning of a curve to the left with a radius of 500AO feet; thence„ northwesterly along. said coelhioughoaetentai angle'tafet3.°32 100" an arc distance of 118. 10 feet to a point of tangency; thence N 39°30'00" W 103.75 feet to the beginning of a curve to thejefl'With ea-radius 9.4,-4013ADlieletnendeenorthwesterly along said curve through a central angle of 27°18'58" an arc distance of 238.38 feet to intersect the east line of the NC do:the NC/of said Section ir'aiethenCe S 1°31 '44" W along said east line 350. 10 feet THE NATIONAL BANK of COMMERCE of to the south line of the N'-', of the NV, of the Nki of said Section 21; thence N 99°1215011i alone said south line 1320 feet to the Point Of Beginning. SEATTLE, A NATIONAL BANKING ASSOCIATION A ; /. . . . . ' ' . 1.4 co-Patter. . . . . . .._ .. „ SUBJECT TO reservation of mineral rights filed under Auditoi!s File No. 91959, volume 89'0 Deeds, page 639 and Auditars:File NA,Javi, volume 128 of Deeds, page 501. . , ..oe'-'- Je!Pe OSBERG CONSTRUCTION COMANY, , . Restrictive and Protective covenants covering all lots in this plat are in accordance with Declaration ofeFta,ete,ct:ote M a6Venants, asede.foveretta ealvolume . .of Deeds, on page , records of Skagit County, WaRhington. J. K. NEILS, Trustee . / J. K. NEILS, Trustee LAND SURVEYOR'S CERTIFICATE ACKNOWLEDGMENTS I hereby certify that this plat of SKYLINE NO. 3 is based upon an actual survey and subdivision of Sections 27 and 2B, Twp. 35 144, 9_1 E„ W.M.,,,, that theozbUrses and STATE OF USHING.TON ,..„..,.- -.... a. ss. distances are shown correctly thereon, that the monuments will be set and lot and block corners staked correctly on the ground as Cohstrueteibei is opmPaated and that I have COUNTY OF '''aelt 14 rfko ,..... „,,.. 103 fully complied with provisions of the regulations and statutes go . . . .. . atting. . _ This is to certify that on the :le(00*".. day of ...0.14\5./e). . , 1968, before me, the undersigned, a Notary Public, personally appeared 1440.4110‘.N)1410.4.4_6.01fie•General Partner of SKYLINE ASSOCIATES. a Washington Limited Partnership, to me known to be the individual who executed the within dedication and ackledged to me that he Ai.) rwAsii + 41p tl . ...signed and sealed the same as his voluntary act and deed for the uses and purposes therein mentioned and on oath stated that fi .... as authorized to execute said instrument. ...•` '`-' - IP Vw . Aelh it • ,,, WITNESS my hand and official seal the day and year first above written. oor ...... GO .... '''• .1S 'IAZIPI R. RUSKIN FISHER, Pro. Land Surveyor . .. . :: . ....a,aeee -... . e.......,. „ ., _ . __ .. .. .. .._ _ Vii, g: ,A., Certificate No. 2077 N,oln.r. Publiqeg and forafhe State of Washington <1" 441saE" 4iS7' ..". - "CP ce ..., 74es,fding at ,Nrtlfie.,_ . 144 TREASURER' S CERTIFICATE I hereby certify that all taxes heretofore levied and which have become a lien upon the lands described above, have been fully paid and discharged. according to the records 1.r of my office, up to and including the year 1969. . . . .....4- 3 . l - e I .. , Skag Count easu er Deputy Skagit County Treasurer 'I ,,e o APPROVALS ...,.. .... The Planning Commission of the City of ANACORTES, meeting in regular session on this diel.rel day of _ _ thdy .... 1968, did find that the plat of SKYLINE NO. 3 -. ...„ „ „. , STATE OF 1ASHINQTON '-'-"'" --''''' serves the public use and interest and has authorized its Secretary to execute its written approval hereon. COUNTY OF.)V142'04e SS. .... ....,, ,::;" ,, ' 1 tall t This is to certify that on the 4 .41%. day, of ',. %Ai., :-. '" , 19,08ee before me, the undersigned, a Notary Publjc, personally appeared4R.ik r ii 14, and . . . and,,___e_oe„,e,,eeeSPeetiyety'a-of THEeNAT1044,..BANA of COMMERCE of SEATTLE, a Natignal Banking Association, to me known to be the Secretary individuals who executed the within dedication-andeecknOwledgedeto me thratothii'sigoed anntesealed the same as their voluntary act and deed for the -uses and purposes therein mentioned and on oath stated that they were autholizedeld eiecutesaabcfaihatrument 'and At the seal affixed is the corporate seal a said corporation, EASEMENT PROVISIONS WITNESS my hand and official seal the day and year first above written . . . An easement is hereby reserved for and granted to PUGET SOUND POWER & LIGHT COMPANY and to GENERAL TELEPHONE COMPANY of the NORTHWEST and their respective successors and as- -..e:' __.__._.__.__ „,,,„„,,,,oreoa ,,,,Adta,ry,,,,,., ' f;folpi. aodeli&ly State of Washington signs under and upon the exterior 5 feet of front and rear boundary lines and under and upon the exterior 2.5 feet of side boundary lines of all lots, in which to install, " ' ,,R,esid g it ,,474,44.e,,, , lay, construct, renew, operate and maintain underground conduits, cables and wires with necessary facilities and other equipment for the purpose of serving this subdivision , STATE OF WASHINGTON and other property with electric and telephone service, together with the right to enter upon the lots at all times for the purposes stated; also hereby granted is the COUNTY OF oltOis ss, . right to use the streets for the same purposes. This is to certify that on the _ 411.1.. day of ._ oefaeLY. . ._.. . 1968, before iteetheelinnersignedeNoTary, Publie persoRtly appeared elleAa.Petoe': 041,01017 arid W.J PhERICAE ,.. . . .}10,000.0tr_ ansiacefiTARY , respectively, of OSBERC CONSTPOGTIONe0JMPANY, Aashington corporation, to me known to be the individuals who ex- R E COR DING CERTIFICATE coated the within dedication and acknowledged to me that they signed and sealed the same astir 4ctontary act aeclede'edtoethe osis and purposes therein mentioned and on oath stated -that they were authorized to execute sand instrument and that the seal affixed is.nheacv-Pbrate,wl'Of serdotbcporatron. . . Filed for record at the request 0 SKYLINE ASSOC ATES __. on thIS141/ Shay of .47:44 1. , . _ 1968, at 45 minutes past Z_e4.'.4M. and recorded in WITNESS ny hand and official seal the day and year first above eritten. . _ volume . IF of Plats, on Pages eS . 457mb . reeords of Skagit County, Washing on. -' ... . . . . , . .. _ ,. „. .. _.. , . Notary Public in and for thg7stat-e'Of astierigien - e- Residing at .5EATTI,6- ..., - Skag- County Auditor ---4't.,44 ,--- ''.::-- '- ------IirpiySkiii&i:iiyIiiicri Auditor - 4'.*.-- --, 71 1':'''•'•'•' ' STATE OF 1WHINUON ' COUNTY OrDafeeloY4o SS' , . . A4a 4 N /769 ' . This is to certify that on the ,,,,tday of P.9&4114,1 . . _ _. , 1968, before me* the undersigned, a Notary Public, persorriffy aaaeeied J. K. NEILS, Trustee, tunic known . . . . to be the individual who executed the within dedrcatio nd ackruniedged to me that he signed and sealed the same as his vo , arigrand deed r the uses and proses . . therein mentioned. 40. • .... ,:, . Volk SHEET OF hAttit and official seal the day and yeai first above written. . _ . . _, _ . _ 1,. ok Notary Ppe' in and for the State of Washington, Residing at , ,,_iateopee..e:a.eaeoe . 9, ,........5 49... • iss, ccs.sssJ .s. '71431 97 skyt_ INE 1 N 00 3 1 ‘../ ..... .....,.. la JUL 31 P . 2 419 .: 27 nt ,.. -4...... REGUEST OF SECTIONS 27 a 28, TWA 35 N .9 R . I E. , W. M. ,.. - - . -,...,V CITY OF ANACORTES . ...... 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