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HomeMy WebLinkAboutPermit File 2801 Grady Lane G,t Y 0, CITY OF ANACORTES WASHINGTON o a BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence Located At: 2301 Grady Lane STREET&NUMBER Owner: Sunset. Properties & Const . Constructed By: Owner OWNER OR CONTRACTOR Bldg. Permit#: LD-200%—u 5ri`1 Date Issued: August 2C ' `L'0I Occ. Group: R_. Use Zone: R.2 Has Been Inspected And Occupancy Is Hereby Authorized. • This 2 7 f-1' Day of :larch 20 <- = ( -1 2 A IZING F CIA SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. ,GS� 0 City of Anacortes Permit#: BLD-2007-0344 904 6th Street Issue date: 08/28/2007 ''" P.O.Box 547 5,` 0Anacortes, WA 98221-0547 Expire date: 08/27/2008 ' •' - (360) 293-1901 Job Address: 2801 GRADY LN Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: New single family residence. Owner: SUNSET PROPERTIES&CONSTRUCT! Contractor: Address: 4405 ANACO BEACH PL Address: ANACORTES WA 98221-8767 Phone: (360)708-8699 Phone: License#: General Information: Fees: Basement Square Footage 1317 Building Permit Fee 740.50 Lot Area 7743 Plan Review Fee 481.33 1st Floor Square Footage 1800 Mechanical Permit Fees 147.05 Garage Square Footage 519 Plumbing Permit Fee 181.00 Deck Square Footage 391 State Building Code Fee 4.50 Building Valuation 222090 Sewer Inspection Fee 50.00 # Forced Air Furnace<=1,000 1 Storm Drain GFC-Residential 1,126.00 #of Bathtubs 3 Sewer GFC-Residential 6,592.00 #of Clothes Dryers 1 Park Impact Fee 615.00 #of Clothes Washers 1 Traffic Impact Fee 900.00 #of Dishwashers 1 Total Calculated: 10,837.38 #of Gas Fireplace 2 Deposits/Receipts: 0.00 #of Gas Piping 2 #of Gas Water Heaters 1 Total Due: 10,837.38 #of Water Piping 2 #of Hose Bibbs 3 #of Kitchen Sinks 1 #of Lavatories 5 #of Range Hoods 1 #of Showers 2 #of Slop Sinks 1 #of Ventilation Fans 7 #of Water Closets 4 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNA RE OF OWNER OR AUTHORIZED AGENT ISSUED BY V t � ,� r '.1 w. w • Y rrt� # ! � _ 4 s • -1 Y) _ •jt t W • .. 7 t r cY ,,.• • • r Y y t I + • • . r „fit .•i, rI , • a'- r � t stir y L'i•i � � • y- ,!f y. ,�. rip is p lei* A `` I:. t. .. _ - 3 _ ri" ,I'' ! Jr • 1 r �' ! k ' y 7 _: • . 4 • . ., • . 11 t _ s4P? E. • f i 11 , • Green ..r S; ,_,x Guard i , v, • 4:10. I'!l. IIV ,iY /"'' Trn fuarci C • 4 . r . e ''� C ` 11 Green. _r '- a Guard G . _ r •, X, .�PpCT1V Pace n. r. ?•` • mai+i .i. . ,., 4\, Ilk.. ,{tea. • • B n t , ,, ,,,1d rS�1� yPIYI # ,.a. t iv-, ll dil I�l II.Lr.` 4+\ r i ~ F; . ;ti.• r *."---L.:','0'`, * - :...''..- ',1.r':.' ' '..'1:.„,-.. - -:-:. .jc, 4,,;--:.,0.,_.:11. .' £ rift ' F. , � . 4 �.' a, }y ,-k. _ :41 1. _. r1TM • i i4 V ' , • i� . .1111.1MMIMMI ,• 4 p. • IT t 1 Sewer CITY OF ANACORTES "AS-BUILT" Stet S'eA--- iaeeb ej dot c, ems-I-I..c4(0✓1 r Storm CONTRACTOR: PLAT/DIVISION: SUS" ?'4e- BLOCK L6A-** LOT ADDRESS: 2g151 &' /.,r4+4C DATE: 3J'1iV S PERMIT# 21:745-7 - fl 3`f"( SCALE 1\)PT 'V) ....i.i}L.2..--. \INAP""---- t STREET id IIIP eArrt .,. I' v 7 elaSC4- �' III DC. \ \� 4 i +- W - St. '{° . lilt fit ' `,0 L,4., , ..., SS ic, ...- . 1 6'1 WEN( ' iii, ' se,.,ut.-p►p . .‘ ;4'6-114 1�';5!4 Ir ----- - 11111111111111111117_1_,st v.vbel-K 0 ' ��- WI. `CIA-- C`-a LOCATE STREET(S)ON GRID MAP VL t CITY OF ANACORTES "AS—BUILT" r Sewer 544s.-�- 1—'rVcr e.s d CMS ..A,� rfr CONTRACTOR: PLAT/DIVISION: 5� 12-f ��g-e-.- BLOCK t. 0 `/ LOT ADDRESS: ioc Za\ �r _t._ DATE: ,3/,.f PERMIT# 2-o01 O 3`t t-{ SCALE 100 r lT JGA.C.e, -, tw iSa ,..— A I STREET r►�ut l � 5 ��X�. vk�t'e' S\4, e^ w�.n .vtS IS 4. - Z 0Al ant. 11 , Oa. III , ' e....___ ---...g---- fall . _ t I , *104, f' v) , 1 , ,,, . _ _____ i--‘ . _... LOCATE STREET(S)ON GRID MAP 3 i ,, l k'' 1" n 1 r.: ',,, . •NI (. tL y t. 4. �� ; a • .�, , :if.. �. } r -13 e`, • t j' 4 t STRUCTURAL CALCULATIONS FOR KNUTSON RESIDENCE RETAINING WALL Anacortes, WA October 3, 2007 Job No. 07-183 PREPARED BY: 1.• C , SCHEMMER ENGINEERING INC. ���, G a . 317 Commercial Avenue, Suite 101 Anacortes, Washington 98221 ,( �y, ' ' (360)293-9006 '; www.schemmereng.com '� 1 U 2/4os`r�C .c FGIs7E2' 4 h_SiONALez..6‘4 (EXPIRES: Oar 16 If:' Title: Job# 0?- 193 Dsgnr: Date: 10:36AM, 3 OCT 07 Description: Scope: Code Ref:ACI 318-02,1997 UBC,2003 IBC,2003 NFPA 5000 Rev: 580018 User:KW-0603023,Ver 5.8.0,1-Dec-2003 Cantilevered Retaining Wall Design Page 1 L(c)1983-2003 ENERCALC Engineering Software Description KN 0 Tom , Criteria 0 Soil Data 1 Footing Strengths &Dimensions Retained Height = 8.50 ft Allow Soil Bearing = 2,000.0 psf Pc = 2,500 psi Fy = 60,000 psi Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method Min.As% = 0.0014 Slope Behind Wall = 0.00:1 Heel Active Pressure _ 35.0 psf/ft Toe Width = 4.00 ft Toe Active Pressure = 0.0 psf/ft Heel Width = 1.00 Height of Soil over Toe = 12.00 in Passive Pressure = 250.0 psf/ft Total Footing Width = 5700 Soil Density = 110.00 pcf Water height over heel = 0.0 ft Footing Thickness = 12.00 in FootingilSoil Friction = 0.300 Wind on Stem = 0.0 psf Soil height to ignore Key Width 0.00 in for passive pressure = 0.00 in Key Depth 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Surcharge Loads 0 Surcharge Over Heel = 50.0 psf Surcharge Over Toe = 0.0 psf Used To Resist Sliding&Overturning Used for Sliding&Overturning Design Summary 0 Stem Construction 1 Top Stem 2nd OK Total Bearing Load = 2,829 lbs Design height ft= Stem Stem 0.00 ...resultant ecc. = 10.51 in Wall Material Above"Ht" = Concrete Concrete Soil Pressure @ Toe = 1,161 psf OK Thickness = 8.00 8.00 e Soil Pressure @ Heel = 0 psf OK Rebar Size = # 5 # 5 Allowable = 2,000 psf Rebar Spacing = 18.00 9.00 Soil Pressure Less Than Allowable Rebar Placed at Edge Edge Design Data ACI Factored @ Toe = 1,373 psf ACI Factored @ Heel = 0 psf fb/FB+fa/Fa 0.220 0.689 Total Force @ Section lbs= 724.1 2,379.3 Footing Shear @ Toe = 17.6 psi OK Moment....Actual ft#= 1,177.5 7,067.1 Footing Shear @ Heel = 12.6 psi OK Moment Allowable ft-#= 5,353.2 10,252.8 Allowable = 85.0 psi Shear Actual psi= 10.1 33.0 Wall Stabil Overturning Ratios = 1.80 OK Shear Allowable psi= 85.0 85.0 Sliding = N/A Bar Develop ABOVE Ht. in= 23.40 23.40 Sliding Calcs Slab Resists All Sliding! Bar Lap/Hook BELOW Ht.in= 23.40 7.03 Lateral Sliding Force = 1,730.5 lbs Wall Weight psf= 96.7 96.7 Rebar Depth 'd' in= 6.00 6.00 Masonry Data Pm psi= Fs psi= Solid Grouting = Footing Design Results 1 Special Inspection = Modular Ratio'n' Toe Heel Short Term Factor = Factored Pressure = 1,373 0 psf Equiv.Solid Thick. = Mu':Upward = 7,976 0 ft- Masonry Block Type=Normal Weight Mu':Downward = 2,912 338 ft4 Concrete Data Mu: Design = 5,064 338 ft4 Pc psi= 2,500.0 2,500.0 Actual 1-Way Shear = 17.58 12.58 psi Fy psi= 60,000.0 60,000.0 Allow 1-Way Shear = 85.00 85.00 psi Other Acceptable Sizes&Spacings Toe Reinforcing = #5 @ 18.00 in Toe: #4@ 13.50 in,#5@ 20.75 in,#6@ 29.50 in,#7@ 40.25 in,#8@ 48.25 in,#9@ 4 Heel Reinforcing = None Spec'd Heel:Not req'd,Mu<S*Fr Key Reinforcing = None Spec'd Key: No key defined C Title: Job# Dsgnr: Date: 10:36AM, 3 OCT 07 Description: Scope: Code Ref:ACI 318-02,1997 UBC,2003 IBC,2003 NFPA 5000 Rev: 580018 Page 2 User:KW-0603023,Ver 5 8.0,1-Dec-2003 Cantilevered Retaining Wall Design (c)1983-2003 ENERCALC Engineenng Software Description Summary of Overturning&Resisting Forces& Moments OVERTURNING RESISTING Force Distance Moment Force Distance Moment C Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 1,730.5 3.30 5,719.3 Soil Over Heel = 311.7 4.83 1,506.4 Toe Active Pressure = Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = 16.7 4.83 80.6 Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem= 0.00 Load©Stem Above Soil= Soil Over Toe = 440.0 2.00 880.0 SeismicLoad = Surcharge Over Toe = Stem Weight(s) = 870.0 4.33 3,770.0 Total = 1,730.5 O.T.M. = 5,719.3 Earth @ Stem Transitions= ResistinglOvertuming Ratio = 1.80 Footing Weight = 750.0 2.50 1,875.0 Vertical Loads used for Soil Pressure= 2,828.5 lbs Key Weight = Vert.Component = 440.2 5.00 2,200.9 Vertical component of active pressure used for soil pressure Total= 2,828.5 lbs R.M.= 10,312.8 I 4 I I • i - _ ,\ '1 \ 1 _ .e a 4' i 1 ,{ Vl 6 ) I rgo.m .2-'Y Li,.) M 4 rya MAIN) . • i. • i _. 5 x 4., ( ii , <t ItS'@1ZudU . i 1-16C2-4=--- ---- I ` • �c'i ciD V* i+ �ot- • - I • AJi12f2 . / ._1 ':f 1, A _1 C_ d s �—, •` - ,t. \ 5 8L/1&_. - Cs (nniT i cf efo frr in 7oP � TToc� Xi - P�Gi 6 ^.0 w/sx-r , xY ,- --^T,4,1 L__. i--N! gtt . 3/4U L ` " 0-7- 18'S w ��l',IL�illl'i a, ADJACENT PROP. LINE 711 Lora „la' LOT 5 _._ 7743 EL 2801 GRADY WE Strandberg+E Nyeste _'"" Design Group, LLC. 7743 SQ. FT. i r i — I LOT a �, Anacortes,Washington 2801 GRADY LANE ! _ v'� �°°°°""°"" i 2808yew away y f ,/ J 8 2 2 I i ��;-- �' 'Q Telephone:360-293-9200 is I v °' il I {�� ;_r i FacsimiIie:3GO-299-8660 N 9 0"0 0'0 0" E 2ao4 aw1DY LAZE VI; L0T 4 �' , i eoa4 eQ.FT. ! � ' i -' -r•- -.�-•• - �, r .-T. .7 ,I>-r•-r•rr. 4+ ! - ¢�6`4 i ii - r i ,•• ! 1 IAkirio. ~ 4i n0;•e•- 10' PRIVATE STORM DRAIN EASEMENT _ t_�-`` /'� ` `.\ i/ �a°aa FT. ! IDE YARD ; 4 j %� c, 2809 GRADY LAN -AGK ry Cl i LaT 3 / GRADY uwE " \ } 2rl0!*ADY LNE /u f f Y I LOT I ri- %/lam— es d Iti ___ DECK ir_ # 3.--o• ' 2 8 0 -�3 + � '- \\�`,• _ o I - -' " n ____________% /- 2 ct �, • I ### 'i '! I tAT2 1 `�, IMgt fwo 6 O >—3.Cf 0 CN I • 1 . j o i= 2.14 awIDY LANE �$ip Wa 0- I N! • i RESIDENCE WE I • T.O. _- LEV. 136'-O° I 1 1 91 ' ggg f'— I H r� ! " 5 a4 I I . • 1 Z a • I ! fN.,o Fr • 111 ,oaal n CALL00 wu„ • V • .,f f !SILT FENCE ,cK SCuIP1UPF IS 11 Ff arr -j • _ LANE f Ir teem,b NOIR SUNSET . -, I i mTe Ira CTl7t I A I ► _ _ • 6A 6E ,� ,UNSET VENUES: •� 12.-'1•i 1 1 I ' �- -- „ m,.A„CHECK E I I 1 - 2 1 1 J ice' K T I---- I I , .� �r co - I / { J roe NO.:- I D N , Ass,.- PERMIT RESUBMITS./ Y / -T AREATEMPORARY �� �.. � �—,---,� DATE: 07/26/07 IN / •04 3 ---- —————— __ , OVERALL SITE PLAN o nuaume A491 -•-;.-. 08 C 6 ... of It ' PLAN AREA 9UN�MARY — 11114 C5evil, �—�,�-\-` /// BULDING AREA BASEMENT LEVEL MAIN LCVEL TOTAL !I • LIVING AREA 151?SF 1 G00 SF 5,1I'1 SF Ili __—\— // • ARAVEL CONSTRUCTION �� 't76Ji //—. � � TOTAL LIVING AREA 1511 Sr 1,800 Sr 5J17 Sr �1.' GARAGE 514 SF 514 SF �� �� // ` , DIES 541 SF 541 SF �•i // / TOTAL BUILDING AREA I,5I9 Sr 2910 Sr 4p7l Sr j• GRADY LANE ' LOT COVERAGE CALCULATIONS 1 1�lt9 TOTAL BUILDING AREA(SF) Z110 SF I 1 y � LOT AREA(SF) 1145 SF 1 SHEET fw.: SITE PLAN =MI LOT AREA(ACRES) JE.AG 1 SCALE. WY•I.-O• LOT COVERAGE 5556 All FLOOR AREA RATIO 52516 yR OF KNUTSON SIIORT PLAT, A PORTION OF NORMAN AND WOOD ' S SUBDIVISION IN THE SW 1 /4 OF THE SW 1 /4 OF SECTION 22, T35N , AUDITORS CERTIFICATE FILED FOR RECORD AT , R 1 E, W. M CITY OF ANACORTES WASHINGTON THE REQUEST YYOF SCHEMMERn ENGINEERING INC. LEGAL DESCRIPTION: 1Iq� � � � P PARCEL "A": THE NORTH 1/2 OF THE EAST 1/2 OF LOT 3, AND THE NORTH 1/2 OF LOTS 4 AND 5, EXCEPT THE EAST 30.00 Ska k Co Auditor FEET OF LOT 5, ALL IN THE "PLAT OF NORMAN & WOOD'S SUB-DIVISION,' AS PER PLAT RECORDED IN VOLUME 4 OF PLATS, ty . PAGE 56, RECORDS OF SKAGIT COUNTY. WASHINGTON. 6/9/2007 Page 1 of - 2 3:49PM TOGETHER WITH A PERPETUAL ANO NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES ON, OVER, UNDER AND - - - ACROSS THE EAST 60.00 FEET OF THE SOUTH 1/2 OF SAID LOT 5. SITUATE IN THE CITY OF ANACORTES, COUNTY OF SKAGIT, STATE OF WASHINGTON. .. 1 C° , PARCEL "B": THE SOUTH 1/2 OF THE EAST 1/2 OF LOT 3 AND THE SOUTH 1/2 OF LOTS 4 AND 5, EXCEPT THE EAST 30.00 {)/ FEET OF LOT 5, ALL IN THE 'PLAT OF NORMAN & WOOD'S SUB-DIVISION," AS PER PLAT RECORDED IN VOLUME 4 OF PLATS, CONSENT AND DEDICATION: " PAGE 56, RECORDS OF SKAGIT COUNTY, WASHINGTON. A IT , ULF' TOGETHER WITH A PERPETUAL AND NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES ON, OVER, UNDER AND KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED OWNERS OF THE L EBY PLATTED DO DECLARE THE . ACROSS THE EAST 30.00 FEET OF THE SOUTHERLY 1/2 OF SAID LOT 5. KNUTSON OIIORT PLAT AND THE DEDICATION TO THE PUBLIC OF GRADY LANE IS M DE AS THEIR FREE AND.VOLUNTARY AC1 SITUATE IN THE CITY OF ANACORTES, COUNTY OF SKAGIT, STATE OF WASHINGTON. AND DEED AND DEDICATE THE STREETS AS SHOWN ON THE PLAT AS PUBLIC RIGHT OF WAY FOREVER. THE OWNERS, THEIR PARCEL "C": THE EAST 30 FEET OF LOT 5, AND ALL OF LOTS 6 AND 7, 'PLAT OF NORMAN & WOOD'S SUB-DIVISION," AS PER HEIRS AND ASSIGNS WAIVER ALL CLAIMS FOR DAMAGES WHICH MAY BE OCCASIONED TO THE ADJACENT PROPERTY BY THE PLAT RECORDED IN VOLUME 4 OF PLATS, PAGE 56, RECORDS OF SKAGIT COUNTY, WASHINGTON, EXCEPT THE EAST 6 FEET OF CONSTRUCTON, DRAINAGE AND MAINTENANCE OF SAID ROAD R AREA. _ , SAID LOT 7, AND ALSO EXCEPT THAT PORTION OF LOTS 6 AND 7, LYING SOUTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 6; THENCE NORTH ALONG THE WEST LINE OF SAID LOT 6, A DISTANCE OF IN WITNESS WHEREOF I HAVE SET Y HAND AND SEAL. 95 FEET; THENCE NORTH 75'24'45" EAST 158.96 FEET, MORE OR LESS, TO A POINT 6 FEET WEST OF THE EAST LINE OF SAID I4ATI4$ LOT 7. AOJytAt " TOGETHER WITH A PERPETUAL AND NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, AND UTILITIES ON, OVER, UNDER AND elAT#E KNUTSON ^ ACROSS THE WEST 30 FEET OF THE EAST 60 FEET OF THE SOUTH 1/2 OF SAID LOT 5. SUNSET PROPERTIES AND CO TRUC ON L.L.C. WH EY ISLA D BANK���1 teift. VP. SITUATE IN THE CITY OF ANACORTES, COUNTY OF SKAGIT, STATE OF WASHINGTON. - - , STATE OF WASHINGTON, COUNTY OF, SKAGIT 4 FACTS AND FINDINGS DECISION TO ISSUE A PRELIMINARY PLAT PERMIT FOR THE KNUTSON PLAT THIS IS TO CERTIFY THAT ON THE 4 DAY OF, 4, titre _9007, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC, PERSONALLY APPEARED NASA I➢ooa.At BASED ON THE FOREGOING FINDINGS OF FACT AND CONCLUSIONS OF LAW, THE ANACORTES PLANNING DIRECTOR IS HEREBY AUTHORIZED TO MA..E KNUTSON, TO ME KNOWN TO BE THE INDIVIDUAL WHO EXECUTED THE WITHIN DEDICATION AND ACKNOWLEDGED TO ME THAT HE SIGNEp.A 4Q EALED ISSUE PRELIMINARY PLAT APPROVAL FOR THE KNUTSON PLAT SUBJECT TO THE FOLLOWING CONDITIONS: THE SAME AS HIS VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN MENTIONED AND TO OATH STATED THAT HE WAS x_IJkletf'94[f40 (1) PRELIMINARY PLAT APPROVAL AUTHORIZES THE APPLICANT TO PROCEED WTH APPLICATION FOR NECESSARY PERMITS TO CONSTRUCT REQUIRED EXECUTE SAID INSTRUMENT. i WITH �1 IMPROVEMENTS AND TO PREPARE A FINAL PLAT IN ACCORDANCE THE DETERMINATIONS MADE AND CONDITIONS IMPOSED BY THE WITNESS MY HAND AND OFFICIAL SEAL THE DAY AND YEAR F A CITY COUNCIL. THE SCOPE OF THIS PLAT iS NOT TO EXCEED THAT AS SET-OUT IN THE PRELIMINARY PLAT APPLICATION AND THE i �' ACCOMPANYING SEPA CHECKLIST; APPROVAL OF THIS APPLICATION DOES NOT WAIVE OR ALTER ANY REQUIREMENTS OF CITY CODE NOTA LIC AN FOR THE STATE OF WASHINGTON UNLESS SPECIFICALLY ADDRESSED HEREIN. IN THE CASE OF ANY CONFLICT BETWEEN THESE CONDITIONS AND THE APPLICATION THESE . CONDITIONS CONTROL RESIDING AT 60111 ' • (2) A FINAL PLAT MEETING ALL REQUIREMENTS OF THIS CHAPTER SHALL BE SUBMITTED TO THE CITY COUNCIL FOR APPROVAL WITHIN FIVE YEARS # W1�;nn '�, y.'•._, ' OF THE DATE OF PRELIMINARY PLAT APPROVAL. AN APPUCANT WHO FILES A WRITTEN REQUEST WITH THE CITY COUNCIL AT LEAST STATE OF WASHINGTON, COUNTY OF SKAGIT �! ,.' THIRTY (30) DAYS BEFORE THE EXPIRATION OF THIS FIVE (5) YEAR PERIOD SHALL BE GRANTED ONE (1) ONE-YEAR EXTENSION UPON A THIS IS TO C RTI Y4 THAT ON THE31St DAY OF, -2007, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC, PERSONALLY AP ED ��J:°-'�'-" ' SHOWING THAT THE APPLICANT HAS ATTEMPTED IN GOOD FAIN TO SUBMIT THE FINAL PLAT WITHIN SAID FIVE YEAR PERIOD. Cortaid k idI pi•Gr" TO ME KNOWN TO BE THE INDIVIDUAL WHO EXECUTED THE WITHIN DEDICATION AND ACKNOWLED -ISLE THAT HE (3) IF A FINAL PLAT MEETING THE REQUIREMENTS OF SECTION 16.020 OF THE CITY SUBDIVISION ORDINANCE IS NOT SUBMITTED TO THE PLANNING SIGNED AND SEALED THE SAME AS HIS VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN MENTIONED AND TO OATH STATED THAT HE WAS ENT. DIRECTOR WITHIN FIVE YEARS, AND THE PERIOD OF ANY EXTENSION GRANTED, PRELIMINARY APPROVAL SHALL BE NULL AND VOID AND ANY AUTHORIZED WITNESS MY TO EXECUTE SAID LI SEAL THE NEW APPLICATION THEREFOR MUST BE IN ACCORDANCE WITH ALL REQUIREMENTS IN EFFECT AT THE TIME OF REAPPLICATION. MY HAND AND OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. (4) ALL WORK DONE PURSUANT TO THE PRELIMINARY PLAT SHALL BE CONSISTENT WITH THESE FINDINGS AND CONDITIONS WITH ANY CONFLICTS tc\t#_�:c.s t t' coraftsz sto/Lthefretiatrici BETWEEN THESE BEING RESOLVED IN FAVOR OF THE CONDITIONS. THE PRELIMINARY PLAT MAY BE MODIFIED BY THE PLANNING DIRECTOR NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON - :M S aC' 4, IF IT IS DETERMINED THAT SUCH MODIFICATION DOES NOT SUBSTANTIALLY CHANGE THE DENSITY OR USAGE OR INCREASE THE BULK A ,,;C0 bv; y PROPOSED, OR OTHERWISE INCREASE THE IMPACT OF THE DEVELOPMENT. IF THE PROPOSED CHANGES ARE NOT WITHIN THE SCOPE AND RESIDING AT NA&LCOriet. 'Lan tom : NO% ta,i, E_ INTENT OF THE PRELIMINARY PLAT, NE APPLICANT SHALL APPLY FOR A NEW PRELIMINARY PLAT IN THE MANNER PROVIDED HEREIN. $„I : �. I -1 5) THE PROJECT SHALL COMPLY WITH THE CITY OF ANACORTES CONSTRUCTION STANDARDS, AS MODIFIED HEREIN, AS REQUIRED BY THE %y " 6i1 s ( DIRECTOR OF PUBLIC WORKS FOR WATER, SEWER, STREET ACCESS, AND STORM DRAINAGE. ALL WORK PERFORMED WITHIN PUBLIC TREASURER'S CFRTIFICATF• §�.1; - tic ;( d RIGHTS-OF-WAY SHALL COMPLY WITH CITY CONSTRUCTION STANDARDS AND ALL UTIUTIES SHALL BE CONSTRUCTED TO. CITY STANDARDS. "4 0,t;•,g'8.pj l� ' . (7) THIS PROJECT IS SUBJECT TO APPLICABLE WATER, SEWER, AND STORMWATER GENERAL FACILITY AND HOOKUP FEES AND TRANSPORTATION, I HEREBY CERTIFY THAT ALL TAXES HERETOFORE LEVIED AND WHICH HAVE BECOME A LIEN UPON THE LANDS DESCRIBED si,, 2„AS+FINOtc3 dr FIRE, SCHOOL, AND PARK IMPACT FEES. THESE FEES ARE PAYABLE AT LEVELS IN EFFECT AT THE TIME OF BUILDING PERMIT ISSUANCE ABOVE, HAVE BEEN FULLY PAID AND DISCHARGED ACCORDING TO THE RECORDS OF MY OFFICE, UP TO AND INCLUDING THE "t"•„...0.4%" AND MAY DIFFER FROM THOSE FEE LEVELS CURRENTLY IN EFFECT; SEWER AND WATER LATECOMER CHARGES MAY BE PAYABLE. qR 2D0� (8) ALL LOTS CREATED UNDER THIS PLAT SHALL BE SUBJECT TO ALL CITY OF ANACORTES CHARGES FOR UTILITY SERVICES UNIFORMLY CHARGED `„ !/.c / 60447 ,r,�•—5 ,�, , se 9 �4q�,e en.. .as THE CITY OF ANACORTES INCLUDING APPLICABLE GENERAL FACILITIES CHARGES. Er L�� J v — 7� SK GIT COUNTY TREAS TE (9) ALL NECESSARY EASEMENTS SHALL BE SHOWN ON THE PLAT DRAWING. fM f A Q •tc#. w� +C ?y li � 10) STORM DRAINAGE SHALL BE ADDRESSED IN A MANNER ACCEPTABLE TO THE PUBLIC WORKS DIRECTOR. - � �J��cac,� its ' ffeTtda /� (11) DUST CONTROL MEASURES SHALL BE PROVIDED AS REQUIRED BY THE BUILDING DEPARTMENT AND PUBLIC WORKS DIRECTOR. O qi�• p "lame �"'ne, J tit (12)A TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE PREPARED BY THE APPLICANT, APPROVED BY THE PUBLIC WORKS trow....ty Skate DIRECTOR, AND IMPLEMENTED. -- I HEREBY CERTIFY THAT ALL TAXES HERETOFORE LEVIED AND WHICH HAVE BECOME A UEN UPON THE LANDS DESCRIBED (13)THE EXISTING SINGLE FAMILY RESIDENCE SHALL BE CONNECTED TO NE SANITARY SEWER SYSTEM CONSTRUCTED WITH THIS PROJECT PRIOR TO ABOVE, HAVE BEEN FULLY PAID AND DISCHARGED ACCORDING TO THE RECORDS OF MY OFFICE, UP TO AND INCLUDING THE • VBEIBMret• FINAL PLAT APPROVAL. YEAR 2001 (14)PRIOR TO FILL AND GRADE TAKING PLACE, BOTH A LARGE PARCEL STORM WATER PLAN, AND A WATER QUALITY PLAN SHALL BE PREPARED BY ,I THEIMAPPLICANT, NVH BL THE PUBLICOVIDWORKSLO DIRECTOR, AND IMPLEMENTED.TED. C^ �� _a— Q"7 (15)A PERIMETER CURTAIN DRAIN SHALL BE PROVIDED ALONG THE PROJECT EXTERIOR BOUNDARY LINES AS REQUIRED BY THE PUBLIC WORKS (� DIRECTOR. ANACORTES CITY TREASURER DATE (16)EVERY EFFORT SHALL BE MADE TO RETAIN SIGNIFICANT VEGETATION, DECIDUOUS AND EVERGREEN TREES AT LEAST 6" IN DIAMETER AT A �L 4 in POINT (D.B.H) 5 FEET ABOVE THE GROUND; THIS MAY INCLUDE CONSTRUCTION FENCING AROUND THE ROOT ZONE TO PREVENT DAMAGE. ,�, . (17)FIRE FLOW SHALL BE PROVIDED IN A MANNER ACCEPTABLE TO THE FIRE CHIEF, INCLUDING FIRE FLOW TESTING CONDUCTED AT THEq APPLICANT'S EXPENSE PRIOR TO FINAL PLAT APPROVAL THE WITHIN AND FOREGOING PLAT IS APPROXED IN ACCORDgh�CE WITH THE PROVISIONS OF THE CITY OF • (18)FIRE SPRINKLERS FOR STRUCTURE PROTECTION MAY BE REQUIRED BY THE FIRE DEPARTMENT. ANACORTES SHORT PLAT ORDINANCE THIS 3f OAT OF 2Y. 2097 (19)GRADE AND FILL SHALL BE MONITORED BY AN APPROVED INDEPENDENT TESTING/MONITORING COMPANY APPROVED BY THE CITY. MONITORING 9 / iL/! ista,� SHALL INCLUDE SITE FILL AND GRADE AND ROADWAY UTILITY CONSTRUCTION. PLAT ADMINISTRATOR (20)0RANGE CONSTRUCTION FENCING SHALL BE INSTALLED ALONG THE PROJECT PROPERTY BOUNDARY UNE PER PUBLIC WORKS AND BUILDING . DEPARTMENT APPROVAL. (0(21)THE LANDSCAPE PLAN SHALL BE PROVIDED FOR REVIEW AND APPROVAL B" THE PLANNING DIRECTOR PRIOR TO BUILDING PERMIT ISSUANCE. EER (22)GRADE AND FILL FOR THIS PROJECT SHALL NOT IMPACT ADJACENT PARCELS. l GUEMES CHANNEL (23)MAXIMUM STREET SLOPE SHALL NOT EXCEED 12%. LAND SURVEYOR'S CERTIFICATE (24)FIRE HYDRANTS SHALL BE PROVIDED AS REQUIRED BY THE FIRE CHIEF. THIS FLAT CORRECTLY REPRESENTS A SURVEY PERFORMED BY ME OR 1 �r �Ir-J1'i, (25)THE DESIGN AND CONSTRUCTION OF ALL INFRASTRUCTURE IMPROVEMENTS MUST COMPLY WITH THE CURRENT VERSION OF THE PUBLIC WORKS UNDER M" DIRECT SUPERVISION, AND IS A TRUE AND CORRECT 6 (I �y! I I 1 ,f I ii_!�I ENGINEERING STANDARDS. REPRESENTATION OF THE LANDS ACTUALLY SURVEYED, AND L�.-- I I (25)THE DEVELOPMENT IS REQUIRED TO CONSTRUCT SIDEWALK, CURB AND GUTTER, AND ASSOCIATED STREET AND STORM DRAINAGE IMPROVEMENTS PERMANENT CONTROL MONUMENTS HAVE BEEN ESTABLISHED AT EACH I �� I AND EVERY CONTROLLING CORNER OF THIS PLAT. SITE ON SUNSET AVENUE'ABUTTING THE PROJECT THESE IMPROVEMENTS MUST BE COORDINATED WITH THE PLANNED CITY IMPROVEMENTS ON �I �l�G � 3 2uUI � SUNSET AVENUE. '-7 jam,-o7 (27)THE CENTER CUL-DE-SAC LANDSCAPE ISLAND MUST BE MAINTAINED BY THE HOME OWNERS ASSOCIATION. PAUL MONOHON CERT. NO. 25971 DATE ji�1, (28)THERE IS TO BE A TEN FOOT NATIVE GROWTH PROTECTION EASEMENT ALONG THE WEST SIDE OF THE PROPERTY. r�,y- _ILL:'`".:`-_',__.__..... (29)LOTS. 7 AND 8 SHALL NOT BE SOLD SEPARATELY AS LONG AS THE GARAGE REMAINS ON LOT 8. , (30)PRIOR TO FINAL PLAT APPROVAL ADEQUATE SIGHT DISTANCE AT THE PLAT ENTRANCE MUST BE VERIFIEDWY THE PROJECT ENGINEER AND '� APPROVED BY THE PUBLIC WORKS DIRECTOR. �� JOB NO. - - fir! ininiaa.�. SURVEYORS CERTIFICATE I —` _ . 07-014 KNUTSON SHORT PLAT . �,,on Mo.� - This map correctly represents VICINITY• a survey made io me or \ • SUNSET PROPERTIES AND : s -4c. flip 'a' under my direction in DESIGNED REM SHEET • . DRAWN I.I 4 e conformance with the Survey ANACORTES PUBLIC WORKS CONSTRUCTION , L. L. C. SCHEMMER ENGINEERING INC. `' �. `ior' Recording Act. CHECKED US 05-017—DEV ��i • / A1,1 'Jia,4s' BY 1 OF 4405 ANACO BEACH PL. 317 COMMERCIAL AVENUE, SUITE 101 ►� ..";;L""�°.oa° Paul E. Monohon CERT#25971 DATE BY APP REVISIONS A N A C O P TE S, WASHINGTON ANACORTES, WA 98221 (360) 293-9006 �., EXPIRES 04- ' p` Dote S-Z 2-D 7 DATE1 , , , REVISION CAD FILE: 07-014KNUTSON.DWG PLOT DATE: s/3/o7 tow ii pp , KNUTSON H O R T PLAT, A PORTION OF NORMAN AND WOOD ' S Skagit County Auditor SUBDIVISION IN THE SW 1 /4 OF THE SW 1 /4 OF SECTION 22, T35N , '2007Page z °i 3:49PM R1 E, W. M CITY OF ANACORTES, WASHINGTON NOTES: 1. THE HOMEOWNERS ASSOCIATION SHALL MAINTAIN THE CENTER ISLAND N GRADY tLAANNAE��CUUL-DEj-�SAAC. 2. SEE AUDITOR'S FILE NO.2.N �1V1QU(O1 b RECORDS OF SKAGIT COUNTY, WASHINGTON FOR RESTRICTIONS AND COVENANTS BINDING UPON THIS PLAT. 10' PRIVATE DRAINAGE ' EASEMENT TO BENEFIT LOTS 3 THROUGH 7--\ CURVE TABLE Cl R=38.00 L=47.40 d=71'28'33" PARK AVENUE 90_OO'00" E _ 353.11 FT_ - - C2 R=50.00 L=20.79 d=23'49'30" CO o 75.00 �_ .00 98.06 _ 96.11_ o C3 R=50.00 L=30.12 d=34'30'40' o T - 3 V A C rA T El D °j S 8730E �o C4 R=50.00 L=49.04 d=56'11'40" .L., S 90'00'DO" W I_ _ _ -I LOT 5 0'� LOT 6 V4,'"7� 15.00 _ I" C5 R=50.00 L=31.98 d=36'38'S4" 79.80 119.70 (120.00 PLAT) 01LOT 4 L`0 7743 SQ. FT. Lilt- 7850 SQ. FT. ao}-�� 135.75 FT C6 R=50.00 L=30.00 d=34'22'39" Q �80.00 PLAT) to �054 SQ. FT. N o 2801 GRADY �Ioo 2805 GRADY �7 1 �I a C7 R=50.00 L=30.00 d=34'22'39 5' PRIVATE DRAINAGE I�*•I LANE oI LANE N N SURVEY C8 R=50.00 L= 7.21 d=08'15'42" 90 0' o0 •802 GRADY r,o o n� o �� EASEMENT TO EENEFITANE °D o 2 °u s'/ .P / ril A.F. LOT 3 S SO19'45"E `� 200309030101 W W I Z 16.13' { it �'h 50 3EkI5TING 11'0 �I ~ -� TYPICAL BUILDING SETBACK N C� NORMAN AND WOODS i- ILL ^�,, . 3 �2p ���� HOUSE 1 �0 5' PRIVATE DRAINAGE Z BACK 20 0 WEST oI 1 S 77. �s 4'34"f -- - -',c, .-i. ,.., LOT 8 t� / EASEMENT OVER LOT 71JLOT 1 LOT 2 / 0( l � F c 6278 SQ. FT! % o SI�E8f f. C6 2809 GRADY \ 16416 SQ. FT. I IC o MILLER R SHORT PLAT < 0 SIDE SCALE 1"=50 r; C5 0 , I- _ LOT 3 / C7 •�, LANs p I o Q 7580 SQ. FT. ,� 2813GRADYANEG Iz (ANA06-008} W 5� 10 0 25 50 0o CONCRETE WALK�- 2806 GRADY .5000 �' '�`' I ~ L J S 52'01'07"E i fi �5 P LANE C4 N 90' W mow. 11.38 +� e 6.Do Q FRONT 20 cv 4 n 2q A5' U o FOUND SURVEY MARK I / 10' UTILITY �. s 7.5 570 F� , 2 F1' j As NOTED 10' N.G.P.E. --T` I 2q�' C3 EASEMENTw U- o �5g72 w • SET MREBAAR1 AND CAP 3 WEST 10' OF I 693. ' CI 0' ` C2 I8 o - /q'45' Ln . o LOTS 2, 3 do 4 bl 5/ 514 80'2 2�41 E Q m o 'J4 2 ® SET CONCRETE P.S.E. EASEMENT or'' I �g'a3 _I r. u_ 20' WIDE i1lY. 40' LONG I o o I Cl PRIW1M£'ACCESS AND ------ MONUMENT IN CASE o ER THE SOUTH so of o FEET OF THE WEST g p L,OT IES EASEMENT OVER / 0 10 FEET OF THE o rn LOT2 I \ ›- I p W 7 TO BENEFIT EAST HALF OF LOT Z -1 ` I: O rn �OFTMILLER SHORT PLO AT A z 7799 SQ. o LOT 1 n A 3, NORMAN AND O • O I \ANAo6_oos) AND LOT 8 WOODS, TO A FEOT - 28 FT. t 2814 R FT. Q o o BOT 3 AND LOT 2 LF OF I I GRADY o LANE 4 GRADY s (Y o o MILLERS.P. B yv0' I o t n a A.F. 20612210002 et 30 NORMAN AID WOODS LANE 1a 79.80 I I i 25 25 0 I `F' (80.00 PAT) 119.70 (120.00 PLAT) I 67. j - , 1 _82.00 ;_ _ 69.10 FT \ I�Nv 2' 8 6 SUNSET 199.51 FT (200.00 PLAT) I P / o a . , _ 404.01' 116.01' N 90'E 520.02(520.9 PLAT)A\---. _ 1329.76 (1332.0 PLAT)0 FOUND CONC MON WITH "X" N 90'E IN E-W FENCE LINE 3-2005 SECTION CORNER FOUND CONC MON/ BRASS SURVEY NOTES: CAP IN CASE 3-2005 1. BASIS OF BEARINGS THE SOUTH LINE OF THE SW 1/4 OF THE SW 1/4 OF SECTION 22 BEING N 90' E. EASEMENT NOTE: UTILITY AND ACCESS EASEMENTS UNDER AUDITOR'S FILE NOS. 2. THIS SURVEY WAS PERFORMED IN THE FIELD USING A LEICA TCRA1103 ELECTRONIC TOTAL 7903080062, 7903080063, 850244, 200611140120, AND 200701080154 STATION. ARE TO BE RELINQUISED BY THIS PLAT AND REPLACED BY A 10 FOOT WIDE 3. THIS SURVEY HAS SHOWN LINES OF CCCUPATION (CONCRETE WALK) WHICH MAY BE THE EASEMENT AROUND THE RIGHT OF WAY OF GRADY LANE. BASIS OF CLAIMS OF UNWRITTEN TITLE. THIS SURVEY DOES NOT RESOLVE SUCH CLAIMS. 4. VERTICAL DATUM: NAVD '88 BASED ON USGS BM 7329, ELEVATION 146.77, BRASS CAP MONUMENT LOCATED AT ANACO BEACH ROAD AND SUNSET AVENUE. r(n I' i ' i ,fri' ' i ' �i ii_I JOB No. SURVEYORS CERTIFICATE I AUG ? 3 �uui • I � 07-014 KNUTSON SHORT PLAT o -1L. �� y.■■■ ■..,, This map correctly represents Lii EPOI it U `-l'` . �gis��bt•.•, a : a survey made by me or \ DESIGNED PEM SHEET SUNSET PROPERTIES AND .. _ g4cf 1 under my direction in DRAWN - ANACORTES PUBLIC WORKS CONSTRUCTION , L. L. C . t ,, =; � m conformance With the Survey - NO. 05-017-DEV SCHEMMER ENGINEERING INC • o ; CHECKED _B 4405 ANACO BEACH Pb. a P - ,. :I Recording Act. BY 2 OF 2 317 COMMERCIAL AVENUE, SUITE 101 , "";d`° : Paul E. Monohon CERT#25971 DATE BY APP REVISIONS ANACORTES, WASHINGTON ANACORTES, WA 98221 (360) 253-9006 1 gREs oa, Date S- is2-07 DATE1 REVISIONI CAD FILE: 07-o14KNursoN.DWG PLOT DATE: 5/3/07 -, J - i, - - Ili • Public Works .. . Engineering and Development Services Residential Inspection Address: 2 e 0[ 6-rc Lei n-Q, Date: I Z/Z-Z-/d 0 Owner. /,/ATF 61ucS0In `irw:' e -- i .:;.n-oa...I1-eS llCL.1S Contractor: Inspected by: fa_ i2 1. Water Meter Box 0 Set firm and level to finished grade or backside of sidewalk elevation. Lid and box undamaged. Water meter and customer shutoff installed. Er [yj No debris. [y' Accessible—no landscape obstruction_ 121 Driveway installation has drive-over box and lid- J Customer gate valve intact. 13 No leaks at connections. 2. Curb and Gutter tiNo cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. If road frontage improvements: - Ca Expansion joints every 15 feet and at driveways. ®' Concrete has broom finish. 1•11 ! No low spot at curb line, especially at driveway cut. Maximum grade change in L� 20 feet is %inch. 3. Sidewalk - de No cracks,damage, graffiti, footprints, finishing blemishes, or other objectionable marks. • [a ADA compliant—1 percent slope to curb. If road frontage improvements: g Expansion joints every 15 feet and at driveways. - ia Concrete has broom finish - • 4. Driveway Approaches No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable 'Qt marks- N' ADA compliant. • 6: Streets ja No cracks, blemishes. . If road or alley improvements: , ❑ Received proctor and sieve analysis of ballast, crushed rock, and asphalt ❑ Received passing materials testing reports for sub-grade, ballast, crushed rock, and asphalt. - ❑ Received tonnage tickets consistent with required thickness per approved plans. • 6. Sanitary Sewer ta Inspection card signed off and/or verified in Building Department database.., 12I As-built record filed in the address file_ La Screw cap(s)installed on clean-out(s). . Clean-out(s)set at finished grade. . 7. Storm Drainage l Inspection card signed off and/or verified in Building Department database_ [i As-built record filed in address file. f Not blocked or diverted to adjacent parcel. 8, Public Utilities Out of Traveled Way ❑, Concrete collars around-City utilities. E)• Final grading ok. Restored to prior condition or better.- 9. Landscape ❑ Bonded for completion at later date. Verified against approved landscape plan: ❑ Installation. ❑ Type and quantity of plants. ta Sod or seed in place. - ❑. Root barrier(receipt filed). 10.Erosion Control Measures { j BMPs removed. ❑ All debris removed. Site clean. ❑ Permanent vegetation established: