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HomeMy WebLinkAboutPermit File 1308 33rd Street 3 '-f 1`�Y O ANACORTES PUBLIC WORKS DEPARTMENT P.O.Box 547,ANACORTES,WA 98221 PH (360) 293-1919 CO FRED BUCKENMEYER, P.L.S.,DIRECTOR FAX (360) 293-1938 90OWC E-MAIL: fredb@cityofanacortes.org February 15, 2007 Randy Click Champ Construction 806 Haddon Road Anacortes, WA 98221 SUBJECT: Performance Bond -�1308 and 1310 33r' StreetJPW#06-031-DEV) Dear Randy, L This letter is to inform you that the request to have the required conditions completed prior to the issuance of the Building Permit for 3210 and 3216 M Avenue (Parcel) or 1304 33rd Street (Parcel) was denied. j The purpose of deny the request is that the City of Anacortes cannot restrict any issuance of permits for a property other than the one at issue. In order to have the Certificate of Occupancy issued, a Performance Bond (Chapter 17.08.060) will need to be provided for the cost of construction x 150%. Please submit please submit a cost to complete the work at your earliest convenience for review and approval. If you have any questions, please contact me at 360.661.3468. Sincerely, CITY OF ANA RTES Steven R. Lange Project Manager CC: Fred Buckenmeyer, Jeff Miller, Dave Walde, Don Mtamer, Ed Frank • Water •Wastewater •Streets• Storm Drainage •Engineering • Solid Waste •Transportation and Equipment •Capital Projects • Development Services ' `.1 Y O� CITY OF ANACORTES • WASHINGTON ycop�`' BUILDING DEPARTMENT .1 CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): li New Duplex is 1 Located At: 1308,11310 33rd Street STREET B NUMB ER Owner: Randy Click N 11 Constructed By: Owner OWNER OR CONTRAOTOR i Bldg. Permit#: BLD-2006-0041 , Date Issued: 5-2-2006 Occ.Group: 13-3 Use Zone: R3 i 1 Has Been Inspected And Occupancy Is Hereby Authorized. } 13th February 07 This Day of 20 `J a- 7�,g% FUTNoydniGn;FIOIAL • SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS, 1 ■ ■ t. r i ANACORTES PUBLIC WORKS DEPARTMENT n I c Steven Lange, Project Manager P.O BOX 547,ANACORTES,WA 98221 PH(360)661.3468 3 V E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938 Memo Date: F bruary 12,2007 To: Do asamer From: Steven Lange Subject: 1308 and 1310 33'd Street—Randy Click(PW#06-031-DES cc: Ed Frank, Michelle Deaton, Dave Walde, Jeff Miller, Fred Buckenmeyer, Rick Harvey Please issue the Certificate of Occupancy for the address listed above. The installation of the frontage improvements were installed per the approved plans. Although, the Operations Department has identified a drainage issue that they are requesting to be corrected. Per the Chapter 17.08.060 —A performance bond is typically posted to ensure completion of the required condition. The Public Works Engineering Department would like to have the required condition completed prior to the issuance of the Building Permit for 3210 and 3216 M Avenue (Parcel) or 1304 33rd Street (Parcel). The drainage condition that needs to be corrected is: 1. Exposing the end of the 12-inch culvert. 2. Extending the 12-inch culvert to the west side of the neighbors driveway and 3. Installing rip-rap, garbage rack. . 4. Provide enough cover over the extended 12-inch culvert to allow the swale to drain to the culvert. 5. See attached 11x17 plans. Thank you for your tion to this. teven Lange Project Manager IC p llUlI 4c U J•C UiUurC11L IIIUiR IVUcICu JLYYL.I\ 1 on the pipe. ! \ t nanholes shall conform to the current WSDOT oads, Bridges and Municipal Construction. I N nanhole installation shall conform to the current s, s for Roads, Bridges and Municipal Construction. - j s (Type III), less than 5 feet need special approval ` • :ast flat top. I lanhole sections shall be tongue and groove and • 1308 & 1310 33RD Ir space to accommodate a rubber gasket. Rubber .ailed properly to avoid water infiltration into the (PROPOSED'• DUPLEX) rubber boots, the manholes shall be factory 0... ooted. No mortar pipe seals. sand impregnated collars, they shall be grouted 4V l inspected prior to backfill of the manhole by the • aV" ublic Works Inspector. L. Pick holes shall be �c� ' lside and outside and inspected prior to backfill of li City Inspector• - and lids shall be sloped to conform to the street 'I f • CONSTRVGI ASPI A.T RAMP 1RANSITION 1 AND APRON,ON DRIVEWAY I inside each manhole shall be formed of VERIFY LOCH ON �Q�F ulelm POLE and cement concrete, and shall have a BEFARE pETgINO R ADJUST SIDEWAU< -section and smooth, uniform slope from inlet to i '1 LOO\fON TO AVOID CONFLICTS WITH UTIMIES. or more pipes are connected to one manhole, ;hall be formed to smoothly direct flow from inlets '- _ 9t t of one (1) inch diameter hot bent and galvanized ` , " ' • F1 I Leo • I be installed at one (1) foot centers. Each ti• '; :' ` a minimum of eight (8) inches of adjustment WIND SD PIPE— --x , r r' - :. �r } ,! BEYOND A . f r, ...,i46.,t 1. o f4 4' nn a i7'r,�' '++n 'r 1 ,,P'fl , W djusting rings between the top of the cone an, -e � - . l° 1 inhale frame. ' � a4 _ ime and cover shall be be marked SEWER in ' I � , ' v G11 e/t 91 a1 I I r �4t ixt`'Y j _,, !i`h i7 I l'e �, , IJµ h���Sl1 � I��lt� lf' 1�1�U1 1 J l I Y�j h! Y! ,h �4 .. air test at 5 PSI for 15 minutes for sewer mains ft,�t, , ,Pxll�r "I„ •,t , I ;�t 'a y ting is required. Rescheduling a failed test may f �y� ryt �E t I } , ys delay due to conflicts with other projects. Call ; • ,� hedule on inspection. r .� a „ y , .ortes Maintenance Camera crew will video Sanitary ! -_` x 6' DI W ewer mains to determine cleanliness, alignment _ .__.__.__.__.__.__.__.__.__.__.__ __.__.__.__._ after lines have been flushed. Coll the Public after 9.1955 to schedule appointment. },yp t �� \� -a�ir--r"- �.— EQUIRED- (Section 7-17.3(2)H). - ` -c- LaDisctv.Y.'4 e - 65R0.5114-s.A Si_um...CC 0 :II be protected from intrusion of rocks, gravel, a. -so 5 -RA° ExTcl-cp 192 ads during construction. Is 3Z- --S alai!) G _- t' eej- -h - i47b ii Ltk-ie or 130k P.VC 12 CAP — �� 1137 i18 LT ; I E�9-5 -QQ ORE )'�C� ill, �� c�� r>_a _ — 12 7 1 Li! C ) 411h `� Existing Road C.i• Y, `I• \ ' . 4. t ! l 1 + _ 0 1 40'ROW 40•ROW w c $% 1/Yl A•`/ 7Lor.``- SCALE 1"-20' Plantar �. 6 min. t---5' Sidewalk a 20 zx frig asphalt par al IAI to DATUM: Assumed 90 re a minunum s Project Benchmark: top 1 NOTe a far oonstruotion 3" Asphalt Class-6 "1. ' property corner. II 11 c"GraCCveI Base „.•.�0hir1xI Elevation = 95.51 pert1WSDOT85tanaardaPlwbF8l Gutter \ , Inst 60 '5 Iaanaw dk AS-SoItry DNN-Ivltvl ® 7.114 War w,op , Grrl oP ,&.I-1AwQXE Not to Sool. �~` rs Final Inspection Checklist f Site Address: / ?0 ' ' -/ 3/(( 3 Permit No.: &,-0-EJ f Date Issued: F/o 247 6 Zoning: Occ. Group: Constr. Type: Owners Name: to 6/r7 iI/ C/t,e- r Owners Mailing Address: State: Zip: Variances: No Yes Safety Glass: No Yes //' Sewer Fee Paid: No Yes Hand Rails: No Yes f/ Sewer Inspected: No Yes V Guard Rails: No Yes i/ WSEC Compliance: No Yes Traps: No Yes �/ / Attic Access: No Yes ✓ Woad Stove: No Yes i Smoke Detectors: No Yes i/./ / Water Pressure: No Yes Z- T&P Drains: N Yes V/ House Numbers: No Yes t /Insulation Cert.: No Yes ' Site Drainage: No • %j Yes �, Curb Cut: 01' No Yes ' Crawlspace Insul: No Yes L Bedroom Windows: No Yes /V Water Heater Strp: No Yes Vapor Barrier: No Yes v' D.W. Air Gap: No Yes t/ Water Meter Box: No Yes s Auto Garage Door: No Yes G- Exterior Decks/Landings: No Yes V Outside Caulking: No Yes LV Garage/House Door: No Yes V Inspected By: if di/ Crawl Space Access: No Yes ✓ Date: �ti / 2 = % -!I - s Exh. Duct/Dryer Vent Dampers: No Yes E� 0 ��g— ° ILL :22' INSULATION CERTIFICATE A & E Insulation, Inc. 15205 39th Ave NE Marysville,WA 99271 (366)651--11058 Cfh a Ali (, 1c`-61rd(,-6b11 Contractor-Buil er I Homeowners Name 1 �` /l it b ,�3r S-ne - ADDRESS f-lac ny-4--e WA- CITY STATE ZIP • RECORD OF INSTALLATION • TT��,� BLOWING WOOL BATTS AND ROLLS K� NEW CONSTRUCTION IF RETROFIT; R-VALUE THICKNESS ThasuL-LTEO ❑ RETROFIT CEILINGS_ NUMBER OF BAGS USED 7 I IN a() SQ FT DEPTH OF PREVIOUS IN SQ FT INSULATION _IN �} + � ^�iI WALLS �S 1 S/7IN c O OSQFr ( AREA INSULATED a11 ESTIMATED R•VALUE OF S�Q(FT PREVIOUS INSULATION _ �] IN SO FT THICKNESS OF INSULATION ! ! FT, PREVIOUS TYPE(S)OF PREVIOUS FLOOR J b / D IN 05. Q FT INCHES INSULATION IN ATTIC c� IN SO FT R-VALUE OF INSULATION P INSULATION CONTRACTOR SIGNATURE grief DAB 19 /1 HOME BUILDERS SIGNATURE DATE COMPANY PHONE ADDRESS A&E Insulation, Inc. does guarantee that all work performed is free from defective material and is constructed in accordance with sound Construction standard, in a workmanlike manner in compliance with all laws currently applicable to the work. In addition,we guarantee to repair or replace any or all of the work and/or material which may prove to be defective in workmanship and/or material: except for ordinary wear and tear and unusual abuse or neglect for a period of one(1)year from Date of Substantial Completion. i0000071 rid 5£ ;6 ans 900Z/Zi/Z1 1.99/199d Lh:60 900Z Zl ca0 6LL066Z99E:xe S31d00VNV 311I1 CNV1 CITY OF ANACORTES "AS-BUILT" VI-Sewer r� r Stoma NTRACTOR: f 7s//a_ cjir, l///77/1/4 Z.L t PLAT/DIVISION: BLOCK LOT ADDRESS: /309//3/a 3 3 7-• / /vav C/r/ DATE: 9 f%3/0/o PERMIT# SCALE - b s" a 9-If L • A STREET gn 5 _ / —1 "l� ^n PC \ i e t's ` OtwW /a ' NOS _ _ _ _ ; it P - - LOCATE STREET(S)ONtGRID MAP $ • r/got 1 1 Agivir 71 drat'; ' ' TI'in!Q -11-11 0612204-1 0005 05/02/2006 002 4 rerrrii t_ Fees 005975 $19,242.53 GZT Y 0 ., City of Anacortes Permit#: BLD-2006-0041 904 6th Street Issue date: 05/02/2006 tastiest' P 547 Expire date: 05/02/2007 �` C/t;' Anacortes, WA 98221-0547 , er• (360)293-1901 Job Address: 1308-10 33RD ST Permit Type: Multi Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: Construct new duplex. Owner: RANDY CLICK Contractor: Address: 806 HADDON RD Address: ANACORTES WA 98221-4304 Phone: (360)299-9682 Phone: License#: General Information: Fees: Dwelling Units 2 Plan Review Deposit 100.00 1st Floor Square Footage 3450 Building Permit Fee 1,462.50 Garage Square Footage 1930 Plan Review Fee 949.98 Building Valuation 250000 Plumbing Permit Fee 202.00 # Forced Air Furnace<=1,000 2 Mechanical Permit Fees 186.55 #of Clothes Dryers 2 State Building Code Fee 6.50 #of Bathtubs 4 Park Impact Fee 615.00 it of Clothes Washers 2 Storm Drain GFC-Residential 1,126.00 #of Dishwashers 4 Traffic Impact Fee 1,800.00 #of Gas Fireplace 2 Sewer GFC-Residential 12,794.00 #of Gas Piping 2 Sewer Inspection Fee 100.00 #of Gas Water Heaters 2 Total Calculated: 19,342.53 #of Hose Bibbs 4 Deposits/Receipts: 100.00 #of Kitchen Sinks 2 #of Lavatories 2 Total Due: 19,242.53 #of Range Hoods 2 #of Showers 2 it of Ventilation Fans 6 #of Water Closets 4 #of Water Piping 2 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 PE MIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE O CAL LAW REG ING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. MI litli i Le Qr.el SIG RE OF 0 NER OR AUTHORIZED AGENT ISSUED BY 06096 4-1 0007 04/06/2006 002 4 P'ai ai ` Peas 005?75 $117,5:_ ,'Gt`r 0 :_ City of Anacortes Permit#: BLD-2006-0236 904 6th Street Issue date: 04/06/2006 P.O.Box 547 Expire date: 04/06/2007 �' 0, Anacortes, WA 98221-0547 Job Address: 1308-10 33RD ST • Permit Type: Foundation Permit ANACORTES WA 98221 Project: . APN: Remarks: Foundation only for duplex Owner: RANDY CLICK Contractor: Address: 806 HADDON RD Address: ANACORTES WA 98221-4304 I Phone: (360)299-9682 Phone: License#: General Information: Fees: Building Valuation 8000 Building Permit Fee 68.50 Plan Review Fee 44.53 State Building Code Fee 4.50 Total Calculated: 117.53 Deposits/Receipts: 0.00 Total Due: 117.53 I 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 i NOT, THE G TING OF A PERMIT DOE NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR AL LAW GU G C TRUCT ON OR THE PERFORMANCE OF CONSTRUCTION. SIGNATUR F OWNER R AUTHORIZED AGENT ISSUED BY CITY OF ANACORTES "AS-BUILT" FLSewer r 1-7 Storm *TRACTOR: iCi eel. Z:),(i//./37//1/6 L-.L- G PLAT/DIVISION: BLOCK LOT ADDRESS: /509/73/0 33 re S DATE: 2/�//7/o' PERMIT if SCALE = STREET1111 . - � - G 7 3 � - \ _ - 7 _ of 1 LOCATE STREET(S)ONtGRID MAP t/1992 FLOW TEST INFORMATION SHEET AI ,. ,Reason for Test: Bid Information ❑ Design Base 113 Other CMINOLICA IISSOCIA110O,INC 2. Location of Property 1:''O5: 33RD act isa.SNC_OWTES yJA P CI.CalT (Address) (City) (State) (County) 3. Date & Time of Test: Date:344/OG Time: 8:00 am (pm) 4. Test Conducted by:ROGEl't 2,16MEI<I COMMERCIRL 'FIRE +'R.C,AMECa� LAC, I ?.C: . Name Title n 5. Test Witnessed by: Name Title Affiliation 6. Source of Water Supply: Gravity ® Pump ❑ Other: 7. Name of Water District Ar1ALOR Y E'S Fire District &NI F- CO 1.ES 8. Is water supply provided with PRV STA's Yes ❑ No ❑ (If so what is PRV outlet setting? PSIG 9. Area Map: (Draw Sketch showing property location;bounding streets and names, north arrow, hydrant locations and identification numbers, distances from hydrants to property elevations of hydrants and property floors or grade, all water mains and sizes and interconnection valves, etc.) f 1 U7U I i -I)/D #212; . t tsf 1 1 10. Flow Test Data FLOW AT STATIC AT STATIC RESIDUAL FLOW OUTLET ADJUSTED HYDR.NO. HYDR NO. PSIG PSIG GPM COEFFICIENT GPM 2,12.. a i a 75 y7 /698 11. See reverse side for graph /, �M2\\V %sue • ... 12. Signed Fei 6�- '°c R� ���\ ��9/Witness a . i Form No 102 1 American Fire Sprinkler Association,Inc Outlet Square and Outlet Square and Sharp Outlet Smooth and nzza llasaTex s7529-22p projecting into Barrel Coel. Coal.080 Rounded COO.0.90 Dallas,Texas 0.70 Iztq aaas9cs WATER FLOW TEST SUMMARY SHEET Hydrant Outlet I.D. Pitot Press. Flow Residual / No. inches Psi gpm psi G. Date:,3,/(y�(��, TLme: , j AAA, Cont. No. �i '/ 1 `2. '/"/- 'M l-�A= z.66 / 98 7 Cont. Name: 721\07.4 3r.,.l LIC-Vsa- 2 Address: I 7cP J' ;'. RD 67 3 ‘i-\ \co " "ES WA, t6aa..\ Total Flow / 90 K!r Static Press: 75 psi Flow @ 20 psi 2-445 gpm 71 I 1111F1111 nu 1111 1111 Till fill II I I 1111 f 111 111111111 111111111 111111111 111111111 111111111 - I 120 j _ HoJ v' 105 , ( Il ' \,�� I00 AMERICAN it C se, ASSOC/A ON,INC. r.95 i _ g0 85, - 80 'in 75-75 a _ 70 = .7) a, a 60 55; _ 50 - _ 40 NNN 35: _ 30 , _ 25= _ 20 = 2.L{145 Capp" 2,0 PSI , ZZ I5.' Scale: C = l0 3 • = 5; _ 0 zd 1 I %Hiiffc1111 1111,1111 1111 _1111 ill1 1III 1 1 I 1 J111111111111111h 111111111 1111lilti111111111 1111NI" Scale A 100 200 300 400 500 600 700 800 900 1000 Scale B 200 400 600 800 1000 1200 1900 1600 1800 2000 Scale C 400 800 1200 1600 2000 2400 2800 3200 3600 4000 Water Flow o ll AMERICAN FIRE SPRINKLER ASSOCIATION,INC. OP 11325 Pegasus,Suite 5-220 _ Dallas,Texas 75238 I. 1. ;egad Residential Building Permit Application BuildingDepartment >P, P �,coe.�w P.O. Box 547 Anacortes, WA 98221 Phone No.: 360-293-1901 FAX: 360.293.1938 C..t ca C] CD .a. SITE ADDRESS:):N.* -l-5JD 32 ` . S�.ece /V/I/Y u r rCONTRACTOR, , . ElApplicant' PROJECT DESCRIPTION �� „ ' Name rr-chKQL, el,,,..* ebt eh..., (I & /3 ec, �rf Oce/7�eee/ 5 5d c.�i2e. ci ri I I L,- I Address 0 o (, /'il-€ d it avI Xc o 4-' ' City/State/Zip4A//gc,,n4er Lien W-2( r' U- Phone) %f . FAX State License#(1Orgw.p t 'fA/MExp PARCEL NUMBER City of Anacortes License n/%2-?—Z O Z. PROPERTY.OWNER ' " O Applicant , LEGAL DESCRIPTION : • Name �Z�i`'!-/i7� ��/r� ..Lori' pit /57 /4 Czc.ec WeST 7.i-0 r of A' f- /T SAT e,k Address 106 /t e4A /Zq/' CI itA /i( fires ito ,f9I/i9-cc..-s4es) city/state/zip 41!4, A-'<t, %fat/ PROJE�}T VALUATION Phone 5151 96 eL FAX -er!15-07000 Number of Dwelling Units E-Mail Address Number of Stories / Building Area: Q ArehitectAl Designer 0 Engineer`Q Applicant t"Floor S'`ICU s.f 2"d Floor s.f. Name 3 tar C-e /ZalS TV 3`d Floor s.f Basement s.f. Address elo.S. age �" -iti s.f. Carport s.f City/State/Zip /#/ 4./Gc 9d z Z 7' Deck s.f. Lot Area s.f. Phone 0295 "5-7 FAX E-mail Address 'CONTACT • , _ ©.- "Applicant LENDS , . LENDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 Name /�ery v.i- 4 K 11, l//oiuh//s ) IN VALUATION PER RCW. • Address 80 G lfi'/n, /21 Name III! City/State/Zip #R/4—c cv A / XL-1/ Address I, !!� Phone G14 cj 994.L FAX City/State/Zip I E-mail Address Phone No. f_y;i--. CONTINUED ON THE BACK j,l , ,AI Ili i(tt;i ,irh,, i 7 ) liLT`i rr---, ail S CITY OF ANACORTES BUIDLING DEPARTMENT RESIDENTIAL CHECKLIST (This form is to be completed prior to issuing the building permit) Site Address: -C l O ' Q-C Date: 3/ c7 0 C Contact Person: �t1 . Jr Phone Phone No.: Assessors No.: U Lot Block: Addition: (Building Department Checklist for Completeness) OK NA OK NA 0 Fire Department Access ❑ Fire Hydrant Located within 250 feet ❑ Fire Flow Required ❑ Shoreline or Wetlands ❑ Site Plan ❑ Covenant Approval ❑ Variance Required 0 Regulated Slopes ❑ Plat Facts and Findings Compliance ❑ 0 Survey in File ❑ ❑ Fill on Site Received and Reviewed by Date: �� fa (Engineering Department Checklist for Completeness) OK NA OK NA ❑ ❑ Water Extension/Meter ❑ ❑ Sewer Extension/Connection ❑ ❑ Street Improvements/Sidewalks ❑ ❑ Site Drainage Plan ❑ ❑ Covenant Not to Oppose Future LID 0 ❑ Latecomers Agreement ❑ ❑ Street Drainage ❑ ❑ Driveway location,slope,culvert ❑ ❑ Storm Drain Extension Received and Reviewed by: Date: FURTHER COMMENTS Zoning. e3 Lot Size: 1 o DU 0 S Coverage Allowed: c Or% — br0ov Jlt: LI5tj to bC Actual Coverage: y " / r t , sj, • o, PPOPEP.fY LINE r/' EpENCN 17pAIN .,,<- \ -I / 4" ITAINAGE Pln\ \ \ • In - „Phi, f eA_, i Fi Ni7tM MA_N.'_ CFR'JOM_ _D5FJ.,;-4. F_-, h•a F rIii PPAW IN F G INbX �El MN'ft t L7RIL, i ' I^I ',-;' -,.,' n,il 'dr'Se 1 ciL z 'F r^ : ' D : m= .F`=; 2 N0? N & 5OU1 C OVA- ONS ? '"7 i,`;w `_ IL ; COI ;al mac';` „i , ; s a' e loo' A5 & WE51 NATIONS `°e J "• MAN �I.00p FLAN ,u v,, e, 9 5• p00F. PLAN r `'gip v 6• FOUNPATON AN 0 srFOW� -eo Ilan. � ar- 2 -' 4-P-__ 7 SCCIONAL 2CTA11-5 'At- r ilk- ' Hi 7 . ;it WALK > 5IM WALK / 120W 4SP0Ltf > 4" 12FAINAGE HIFE 21' z s, PIUPEP LINE g' / . 35ra51- 1" , / „ �j EIpENYPPANIf EIpENY7pAN C') I CONE?of 33rd & "f' Ave COpNEF of 33rd & HMI' Ave I SCALE: I" 20' of 7 51Th FL-AN 6UILIn fO vEPIFY ALL PIMEN5I0N5 FANiI7Y CIL I CK'517UFL.ThX COR15110101110 COMPLY WIAN ALL LOCAL,5fAAE &FEGEP.AL PULPING COVES Pp,AWN 6Y: 13F10E pi,SW PATE: 01/02/06 a • „-- . „ . ._ AUDITORS CERTIFICATE FILED YORRECORD AT . OF SPHEMMER 'ENGII/ELMN .,INC. SURVEY IN SECTION 25, T. 35 N., R. 01 E., THE REQUEST W.M. CITY OF ANACORTES, WASHINGTON 1:111[111111t sit':Caully,Auditor _. - 9i4/2004 Poge l 1 of -fitliam +---- . e N 895625" W — 38114 FT (PLAT 380.00) — .. ,. . . . . . a ! rVriW ------32ND STREET II n .a. . I::1.: . . . Lai 0 0 2 Lu SCALE 1 "-=401 i . . . . . 0 < •C I '-cg N 89'56'28" W BLOCK 7 16 FOOT ALLEY '), '''''. .."1 Z 0 20 40 80 1 301 13 FT_ 12C 45 70704 8064 LU p- Co FOUND CASED STREET MONUMENT _J cp, --.30 11— - ' <>C o 5 cr, o . o FOUND NAIL AT STREET INTERSECTION 3 , b • SET REBAR AND CAP "PEN LS 25971" 20 19 18 1 7 'alP 1 6 1 5 : -, -- 11 .),1-(9° -0 ---- .: .., , gm g RCEL El 't-,i., ar N -00; ' •PARCEL A ': .J.- , , woo cr. o 0 LEGAL DECRIPTION 0 SO FT Z IG I PARCEL "A": 40 ,.. W),.: ,, .rirT,6,'-,,4 fili e" .8e, L LOTS 14,15,16. AND THE WEST 9 70 FEET OF LOT 13, ”JM z -•-30.11-- , - MOORE'S ADDITION TO ANACORTES" ACCORDING TO THE 120 45 1_00 04", " _ z 80.63 40 RECORDED PLAT THEREOF IN VOLUME 1 OF PLATS. PACE 0 — 32. RECORDS OF SKAGIT COUNTY, WASHINGTON . 18 .67 . I., PARCEL "B" i_ ? ,.. , . , ,) ,, 0 a LOTS 11,12, AND 13 EXCEPT THE WEST 9 70 FEET OF LOT , a 13, "J.M. MOORE'S ADDITION TO ANACORTES" ACCORDING o THEPTOAGE 32RERCEOCRODREDDS POLFA T SKAGIT THEREOFIN COUNTY,LwUAMsEHI1NGOTFONPLATS, S'8955)31" E ", : L,v"'' 381.12 FT n_ — op 33RD STREET 35TH ---4STREET up SURVEY NOTES BASIS OF BEARINGS. CENTER LINE OF "M' AVENUE BETWEEN 32ND AND 35TH STREETS AT DUE NORTH , : . THIS SURVEY WAS PERFORMED IN THE FIELD USING A , LEICA TCRA 1103 ELECTRONIC TOTAL STATION 0,. .. . . .. JOB NO SLJ R VEY FOR en,,m,e,:..... .._ 5,hURsVmEYoOpRSCoCrrEeRcTtlIyFICreApTrEesents IT -. 7.. 04-7238 r ,N,h.• j(Va ' survey made by me or z•A--,..4 w, : t - , : DESIGNED PEM . $ J.•:-: fr., .1.1„ inder my direcrtion in . I SHEET LOWELL BARN WELL 6- DRAwN PEN , i-• Ca.; z; : conformance with the Survey . . ': Cl 1 1304 33RD STREET SCHEMMER ENGINEERING INC. tlf.,-- :. Jig:L. cording Act. 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