Loading...
HomeMy WebLinkAboutPermit File 4813 Portalis Way `\1 , V of CITY OF ANACORTES WASHINGTON ? BUILDING DEPARTMENT coAt`' 1. CERTIFICATE OF OCCUPANCY ,.. This is to certify that the(Description of Building or Structure): I Single Family Residence r' LocatedAt: 4813 PortIlis STREET&NUMBER ( Owner Fortalis LLG I i, 6' k'_ Constructed By: � SOWNER OR CONTRACTOR Bldg. Permit#: f3LD-2004-9959 i.. Date Issued: March 4, 2005 Occ. Group: R3 Use Zone: CM FLED I 1. I Has Been Inspected And Occupancy Is Hereby Authorized. I, ,- This 10th Day of March PO 06 4. }} y� 7 f'a r I f: ` car d" Af „.e. �G "L%AuTHORIZING g t1ne- SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. , ■ t It iE CITY OF ANACORTES WASHINGTON vcoAt`" BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY;) ' F 1 ' (° This is to certify that the(Description of Building or St`ructure): : Single Family/Condo I a. : Located At: 4815 Port:alis ti -., '' �„; STREET&NUMBEIR ' Owner: Portalis LLC it: ,I '" Constructed By: Owner I OWNER OR CONTRACTOR "�.,," " Bldg. Permit#: Blr .,2004-9959 • i J Date Issued: "parch 4, 2005 t ,I i i} : . r am', wy 1. Occ. Group: a3' Us Zbp6:r CM PUB i Has Been Inspected Arid Occupancy Is Hereby Authorized. 10tr , Apr il 06 - This Dayo1..' 20 • _T�_j//'�,'!! "'�" ? l�lri'r M, p /!ivl�FICIAL AUTHORIZING OFFIQAL VVV SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. [' • i , ( cr Y o,, CITY OF ANACORTES ° WASHINGTON v h E l, 9ccPtW BUILDING DEPARTMENT p I, CERTIFICATE OF OCCUPANCY', f I I This is to certify that the(Description of Building or S(ructure): . I i Hew Single Family Residence ' k,! Located At: 4817 Portalis Way, STREET&NUMBER Owner Puritans LLC , • j: _ Constructed By: Owner OWNER OR CONTRACTOR Bldg. Permit#: BLD42Q04-9959 i' Date Issued: March. 4, 2005', it Occ. Group: R3 Use Zone: P2 s} - Has Been Inspected And Occupancy Is Hereby Authorized. 1 This grid Day of February 20 G6 Is 42_• I ! AUTHORIZING OFFICIAL L: " SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. 0506304-1 0007 03/04/2005 002 4 Permit Fell, ~055.5 t22,264.�_� A` Y O _ City of Anacortes Permit#: BLD-2004-9959 904 6th Street Issue date: 03/04/2005 -if ..wslelliell.r: P.O.Box 547 • Expire date: 03/04/2006 ..IP'..���CO Anacortes, WA 98221-0547 '.Q �' ,�W` (360) 293-1901 Job Address: 4813-17 PORTALIS WAY Permit Type: Multi Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: Triplex building Owner: PORTALIS LLC Contractor: Address: 1004 COMMERCIAL AVE Address: STE 109 ANACORTES WA 98221-4117 Phone: (360)202-6145 Phone: License#: General Information: Fees: Dwelling Units 3 Plan Review Deposit 100.00 1st Floor Square Footage 1918 Building Permit Fee 2,684.00 2nd Floor Square Footage 3915 Plan Review Fee 1,914.25 3rd Floor Square Footage 214 Plumbing Permit Fee 363.00 1 Deck Square Footage 320 Mechanical Permit Fees 287.45 Garage Square Footage 1669 State Building Code Fee 8.50 1 Building Valuation 601249 Park Impact Fee 615.00 # Forced Air Furnace<=1,000 3 Sewer Inspection Fee 150.00 #of Clothes Dryers 3 Sewer GFC-Commercial 13,550.40 #of Bathtubs 3 Traffic Impact Fee 1,566.00 #of Clothes Washers 3 Storm Drain GFC-Residential 1,126.00 #of Dishwashers 3 Total Calculated: 22,364.60 #of Gas Fireplace 3 Deposits/Receipts: 100.00 #of Gas Piping 3 #of Gas Water Heaters 3 Total Due: 22,264.60 #of Hose Bibbs 8 #of Kitchen Sinks 3 #of Lavatories 12 #of Range Hoods 3 #of Showers 5 #of Ventilation Fans 12 #of Water Closets 9 #of Water Piping 3 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 O AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING F A PERMIT DOOT-PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STAT ORIILOCAL LAW REGULATINGdONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SSIGNOURE OF OWNER OR AUTHORIZED AGENT ISS1 D BY a i I I r�' f ' • •S 44 ,444: 7 tct; , rc 4Y7 "Hir fl4. t J^�' , 3+ 4S K r' r'x r a R� § t S � gSWj�q{rt'���� +.'. I � 't; r la I r 3 a s a 2 a s' 4 o .B a y'r'i z S ,±A, `., "i).-s t-,' i�Sr ` -il i "'- ?. jaio-� �'`4 I k. c'r :it.- �Sw 4s3.,�' . • I tl f�•`[ i f I ;r ;a r, i V 4 E*, P 1 9 1, IWa' i ' I .,.3 ' i d.' 1 ite'1 Addles .y�`j3- l)5"z `offat-iS 141 Parcel No.: Lot: q Block: Div: Addition: I '* S , 'a . it� ` # Q'i' $" n +".ir?t ,Y c `Fa . to rO +. e 4i *' .' '',74;N;j .✓ 4' ': 444 ". 'I's" � a '' ' Name '0.(tOAAcIke Name �.J. Name P K �'/ -mtes Mailing Address n Mailing Address / Mailing Address [ON CaniW-c,�Y A^t I.DI 2ai< Y f, uut OF' Ity: State: Zip: City: State: Zip: City: State; Zip: Contractor Lic.No.:_ _______________l Phone No.: Phone No.: Phone No.:160 j 1r1 bpi 4 Exp Date:',1I3JA< . Contact Person: Rock T A 4L.V. Phone No.: 3 (� 0 2aq- 3 D I`i (Check One) Single Family:_Multi-Family: partment:_ Condominimum: Senior Housing:_ Retail: Office:_Restaurant:_ Manufacturing:_Storage:_Bank:_Assembly: Accessory:_Automotive Repair: Other(Specify) DESCRIPTION OF WORK: MIA) CDYIS'Ire- -t-'C` tsh� l �)Y`eX ' .. _. n•C'.1 F ./.'.4..E i.. ' SR�k.,df.;. � �TM� ��r Street Setback: -O ft. 2"N Floor: sf (Circle Yor IV) In Side Setback: tO ft. 3rI Floor: sf. Shoreline/Wetlands Y (3 2n4 Side Setback�ft. Basement:VI/�5n sf.Ql j Water on/Adj.To Property Y Rear Setback: 0 ft. Occ.Group: SA IC5 Soils Report YCISD Use Zone: Yob n Carport Area: - sf. Sensitive Area Y (B) Type of Co ction: 'W®A Garage Area:`l -m58 sf 1 SSg' Latecomers Agreement Y (i Lot Area: 0 sf. No.of Stories: %D Fire Hydrant(250 Feet) (� N No.of Dwelllings: Building Height: 21' a Variance Y Lot Coverage: U Iet" Deck Area: I u. 1 sf.-54 g Covenant 14J N Vt Floor 3oy® a sf i/ s. 5f9Q ISo ,, // 6,46o Flood Zone X A AE VE Project Valuation(Labor and Material Cost): Y5?, a35 THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE,AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND V D IF P a F•NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER O' II'RO• 1 •R WHICH THIS APPLICATION IS ISSUED OR AN AUTHORTJFD AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GO, I t i' ':OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. SIGNATURE: \ , DATE: �11Zgf6N 51c4 ,a-vas -4?951 EN -;f© • N •ao71 t: 6" yk:&:'�ei<u4�.. ��iu-nyr• Ifai3 -116/5- z /7 STIX ADD OrFa11s wp� - ASSESSOR'S NO .: IO LOT: R ( ) BLOCK: ADDITION: PO v-fiA,IA..r Name: ?Of-t-a .is I.I,G Name: Pau•(1l Mailing Address: 04 CONtivItrA J t iAl I bf Mailing Address: 291S 11WC aA., (*- City: A7141040 State: U .)f— Zip: Ci?vs i City: 1,va. i y d I State: toA- Zip: ci rc zl Phone No.: Phone No.: 3eo 2qq as q Contractors License No.:FauIk4t )bkOawirry ay ' ' NO: Type of Fixture NO: Type of Equipment 9 Water Closet 1.5 OPF 0 Air Cond.Unit HP 3 Bathtub p Refrigeration Unit HP 3 Shower 2.5 GPM 0 Boiler BTU/HP 3 Dishwasher 2.3 GPM 3 Forced Air System BTU ?fro . )7, Lavatory 2.5 GPM O Floor Furnace 3 Kitchen Sink 2.5 GPM Wall Heater 3 Clothes Washer 3 Clothes Dryer D Urinal 1.0 GPM (7L Ventilation Fan 0 Drinking Fountain 3 Range Hood 3 Floor Sink or Drain c Air Handling Unit CFM C) Slop Sink C Pre-Mani. Stove or Fireplace Water Piping 3 Gas Fireplace C, Hose Bibs 3 Gas Water Heater Back Flow Prevention Device tels"'del 3 Gas Piping Other(Describe) Other(Describe) (GAS) C: OTHER: THIS APPLICATION IS RECEIVED BY THE BUILDING DEPARTMENT UNDER THE PROVISIONS OF THE UNIFORM PLUMBING AND MECHANICAL CODES AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY : t A i I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR • AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCE GOVERNING THIS TYPE OF ' WORK WILL BE COMP I r� R SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTION.te SIGNATURE: I DATE: &/2il0/J I 1 a l w O FLOW TEST INFORMATION SHEET /raN E . W 1. Reason for Test: Bid Information ❑ Design Base' �L� p Other (�"`"r`•"^^e \s.ar aasocranow.rwc. , 2. Location of Property t-1 GOO OAkC.-S c j kv.i N .0 RTas W A o (Address) (City) (State) (County) 3. Date & Time of Test: Date: 3/1o/04 Time: S at4F am (pm) . - 4. Test Conducted byt..OGE1 e►(aN\�►,) COM1,6,F`(ZG(p1/4L •l'e_— RoTfi'MosJ ' 2 Name Title Affiliation Ur 5. Test Witnessed by: Name Tale AVrtdeon 6. Source of Water Supply: Gravity T, , Pump (] Other: q 7. Name of Water District f NISkr � f EIS Fire District A►JQtua o 8. Is water supply provided with PRV STA's Yes X No 0 (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.) u' - Ip, r ry— Q, c NVD4 Lit-la FcR �r7� 4l • [] MET n 54 4 i f 1l 2 1 r 1 10. Flow Test Data -i r — 1 FLOW AT I STATIC AT STATIC I RESIDUAL I FLOW OUTLET I ADJUSTED I 3 NYDR.NO. NYDR NO. PSIG PSIG GPM COEFFICIENT GPM ID 473 /yy/ s5 Y3 4 1 I y7 39 11. See reverse side for graph ��.. IL,.• lavao 12. Signed PIZ MI Witness Ps 05�� /. , Fain No 102 I Amen an Fire 5arIr Io.Vso.mme m< Ousel Square and Outlet l'25 Pegaws S,.re S-no WSquare and$Odrp Cutlet Smooth and Omar Toss 9522e prolecang rnlo Barrel Coef Coef.0 80 Pounded Coat.0.90 a ul 3e9 5Se5 0 70 Cm Anacortes Municipal Code Section 17.06.390 Height, building. Building height shall be measured to the highest point of the structure from the average of the natural topography at the foundation at the front of the building, except that in cases where the lot slopes downhill from the curb at the front of the building height shall be measured from the highest point of the house to the average of the natural grade directly under the structure. "Average grade level" is the average of the natural or existing topography of the portion of the lot, parcel or tract of real property which will be directly under the proposed building or structure. Provided, in the case of structures to be built over water, average grade level shall be the elevation of ordinary high water (MHHW). Further provided that for a waterfront lot, in the case of structures to be built other than over water, the applicant is allowed to build from an average grade level that is assumed to be the elevation of sixteen feet above MLLW. Calculation of the average grade level shall be made by averaging the elevations of the center of all exterior walls of the proposed building or structure. Additionally, "natural or existing topography" is the topography of the lot, parcel or tract of real property immediately prior to any site preparation, grading, excavation, or filling. Where a tract of land is regraded for the purpose of developing a plat, short plat or planned unit development, the "natural or existing topography" shall be the grades as they exist at the time of recording of the final plat. (Ord. 2528 Att. A § 1 (part),2000; Ord. 2316 (part), 1994) Page 1 of 1 A _..\ , \ 0 co \ : in N N / . � p CD• _ • / N. 43 ..., \ 4.- O� �i `i .. . \ . \ \ \ .\ 7&,\K - 4tix♦ w i \ ) ,v , \ \ 1� `', . ` . • O \ % 0 . \ I -II \ i \ `, 1\ `. i .\ \ \ `\ ii ` I , ae e `\ CD • `t ` �� O \ N • �i \ \ \O\ ''' .*,_ CO. \ 1 I, • CI • \ : e O \ • • . �` \ ` \ CO pp ` I \ \ *ai \ ....... ‘ \ / � \� \� � ;' Iii � \\ �= oR 13 \j _�- V \ \ A \ , V _ ,•• �1\�✓ =: . b. `, ; \ \ �\ I-e \ \ 1 \ e'` \\ \ ` . \ \. \\ '\ \N \` NI • \ • \\ \\ /\ e \ • • , \ AG, �,\` \ 0 t \ \ ` , 1 I \ \ A r' . e e e �`,\ \ i c \ I \ i I- � \ \ b. e `, \ \ e X\ D y \ a • • \ _ \ `Z7 ` ,�\ o • • e • •. • ,• e e \ (c) N • • • ,• \ • \ \`` ` `` `` di \\e ``ea (. ; e e e `, `, \. b e \` e e i . e '� `` `iki ` ` `\ \ •\ •`, \\ �` `\ \ `` , �` `� •`.` e �\ . el b ```1/4 \` e\ e\ �\ e\ \ \`) ` I \ \ e\ i e e e `` ` e \ . / . �� e` —5 7' \ �e ` ee `. r �� �. ' ` ` \ i . e �� e e e e . .\e e e e1 Kc ` e e . ` �` e e `� e \, . \ e . \ 2 ) _ -b w L c-�oM G 6 OQ-1 c>c P A- L Thin) . c o ry 3 % \ CITY OF ANACORTES BUIDLING DEPARTMENT RESIDENTIAL CHECKLIST (This form is to be completed prior to issuing n the building permit) Site Address:4Si 3, q /5, I-6 P GDF-bits LOCti Date: Q ' l "0Y Contact Person: Chit S Phone No.: 9"30)i Assessors No.: Lot 9 Block Addition: (bri'4 i a (Building Department Checklist for Completeness) OK NA OK NA ❑ ❑ Fire Department Access ❑ ❑ Fire Hydrant Located within 250 feet ❑ ❑ Fire Flow Required ❑ ❑ Shoreline or Wetlands ❑ ❑ Site Plan ❑ ❑ Covenant Approval ❑ ❑ Variance Required ❑ ❑ Regulated Slopes ❑ ❑ Plat Facts and Findings Compliance 0 0 Survey in File ❑ ❑ Fill on Site Received and Reviewed by: Date: (Engineering Department Checklist for Completeness) OK NA OK NA ❑ ❑ Water Extension/Meter ❑ ❑ Sewer Extension/Connection ❑ 0 Street Improvements/Sidewalks 0 0 Site Drainage Plan ❑ 0 Covenant Not to Oppose Future LID 0 0 Latecomers Agreement ❑ ❑ Street Drainage 0 0 Driveway location,slope,culvert ❑ ❑ Storm Drain Extension Received and Reviewed by: Date: Seu�r 4,,tee: (0.8W 3) A l/, a31.0.So • FURTHER COMMENTS &Sicien4"ic"-P and N' ` c') G. 5S x ,3= (L5 X 90o.OD �I,H85, Zoning: Lot Size: Coverage Allowed: Actual Coverage: M.T.C. C Materials Testing & Consulting, Inc. Report#F 10929 ``-ei„ :.xN " »:?.; ., '' --Y�h'.'*z:..*fit.?':•:,�.e..,.i_, .. Materials Testing &Consulting, Inc. FILE NO.: 021025 777 Chrysler Drive DATE: December 9, 2004 Burlington,WA 98233 Phone: (360) 755-1990 PROJECT: Portalis Fax: (360) 755-1980 ADDRESS: Oakes Ave. CITY: Anacortes CLIENT: Al Schorder ENGINEER: Fakkema& Kingma ATTN: 1004 Commercial Ave. # 109 ARCHITECT: ADDRESS: Anacortes, WA. 98221 CONTRACTOR: G &G Excavation PERMIT NO.: x: .' _.' +"'mod f - 441.57 , r ?m Time: 9:00 Temp: 50 Met client and contractor on site to look at erosion of slope below Oakes Ave. A couple of areas have slumped caused by steep slope and ground water seepage. One is about 20' wide and threatening to undermine sidewalk and the other is about 5' wide. Discussed permanent fix with drain rock blanket and armor rock. However, new buildings will be excavated into this hill so repairs will be dug out. Opted to go with temporary fix consisting of peforated pipe subdrain part way down slope with drain rock blanket extending up to top of slope. Drain will be routed to bottom of slope through tight line. Client will call us to observe drain installation. Slope to be covered with plastic sheeting. CAR — � S , 3c0 Q —, ? —• to r'f s REPORTED BY: Randy Ross, RE. - - REVIEWED BY: Brian Steele, L.E.G. DISTRIBUTION: original:Client cc:G&G Excavation cc:Fakkema&kingma cc:City of Anacortes-Don,Gary,Dave On:WSDOT - - cc: II All results apply ooly in seal locations and materials mud Aa a mewl pmlmnoa to dram pwpublic and ourselves,all rryons are sabmmd as the coofidmhd properly,rchmis.end auldowlion for Publication of MAMMA mnclnn°.or e.o-aas fiomnr regarding oar reports a termed pmd,og our a oco approval. 1710 Midway Court • Centralia,WA 98531 • Phone(360)330-7926 • Fax(360)330-7946 li Website Address:www.mtc-inc.net li Rev 09/01 Sep 08 05 12: 25p WEST COAST ENGINEERS, INC 380-424-2063 p. l 1520 Parker Way, Suite #G Mount Vernon,WA 98273 WEST COAST ENGINEERS, Inc, Telephone: (360) 424-3404 Structural and Civil Engineering Fax: (360) 424-2063 Web: www.wcoastena.com September 8, 2005 C:1/////( . City of Anacortes, Building Department 904 6lb Street Anacortes, WA 98221 RE: Portal's— Triplex— Unit#1 holdown attachment. Per Mike Underwood; A.I.A. request we are providing a statement for holdown attachment. It is Ok to attach HD10A holdown to (3) 2x6 and forth 2x6(king post) height to be adjusted (shorten) for the hardware size if nailed to other full size king post w/ 16d nails at 6"o.c. throughout. Pans require this holdown to be attached to 4x framing member; installed (3)2x6 are sufficient i substitution. If you have any question regarding to this matter, please contact us. aty -1CAI_/Se �° �vW�p�`.,/ .,, Sincerely, o jis Ter /'ka„,,,,ifriu \ tau; % C inut„ , r_;. Ivan Kaiiban. P.E. w's-/�w.ai.`r`., :5 Principal Engineer IE%PiRES O/r6/ Zci ) cc: Underwood and Associates, file j�� ri\/ I rt._n _-innc -in n , 4f c-r.,,. Tr,.rrr,rJ rn Tq .-,1 it rnrIITT rrr_._, r _. .. or..:=. + INSULATION CERTIFICATION This is to certify that in conformance with the current`Thermal Performance Standards Washington Energy Code", chapter 51.12 WAC, Revised July, 2002, and approved plans, I have reviewed the energy package and certify that it has been installed in accordance with those standards in the building located at: Faulk Homes BUILDER!DEVELOPMENT 4813, 4815, 4817 Portal's Way—Anacortes, WA ADDRESS OF PROPERTY DESCRIPTION OF INSTALLATION Exterior Walls: 1 Fiberglass I Knauf 1 5.5" R 21 Type of material -- -- --_- -- -- Manufacturer --------_------ Thickness -------• R-value _,--_-- -------- Ceilings batted: 1 1 Fiberglass Johns Manville : 12" R 38 Type of material Manufacturer .._.___. _.___ _ ' Thickness ___. _ _.- R-value 288 Square feet covered - -- -- Golden Glow 10" R-30 Manufacturer - __.____. ' Thickness R-value ____ ________ 580 Square feet covered - --- - - - Ceilings blown: Fiberglass ( Knauf J 13" J R-38 Type of material _____ __. ________ Manufacturer -._ _..._ _- Thickness ._______- R-value -.---_-- - l 3285 Square feet covered Floors: 1 Fiberglass Golden Golden Glow I10" R-30 Type of material 1._____. __— Manufacturer ._—___. Thickness _- R-value ------- Other: • Infiltration-All openings in exterior walls caulked or sealed Slab thermal break created Vapor barriers installed per code I CERTIFY UNDER PEN F PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FORGOING IS TRUE � RECT. - General Contractor " Contractor's Registration No. Y/.Sl�j%!r '(��f�i kJ By: !/ Title: r GL - / Sub-contractor:Quality PI s Insulation,Inc Contractor's Registration No. QUALIPI 101 QE BY: ?.,. ..., . - , . Title:_ Date and Place: ::-'v", --C -. vm ,: i Materials Testing & Consulting, Inc in it* fr January 31, 2005 Al Schroeder 1004 Commercial Drive, Suite 109 Anacortes,WA 98221 RE: Slope Stability Oakes Avenue Embankment Portalis Development Anacortes,WA MTC Project No.: 021025 Dear Mr. Schroeder: At your request, MTC presents this letter regarding the stabilization of the roadway embankment along the north side of Oakes Avenue at the site of the Portalis Development in Anacortes, WA. The slope has experienced some shallow slumping due to ground water seepage emerging from the face of the slope near the interface between the overburden soils and the hardpan about four to five feet beneath the top of the slope. The failures are concentrated near the location of proposed Townhouse Building#2. To repair the largest area, we understand the contractor has removed the loose surface soils down to firm soils to a depth of 18 to 24 inches along the upper half of the area in question and replaced it with 4" quarry spalls. Near the base of the repair he has installed a 4" diameter perforated drain pipe sloping to drain towards the middle of the repaired area and "T'd" into a closed outlet pipe. The outlet pipe will be plumbed into the storm drain system during construction of the building. A layer of heavy duty filter fabric has been placed over the quarry spalls and covered with topsoil and seed. The contractor will re-shape, re-dress and plant the lower slope as part of the outlet pipe installation prior to constructing the building. We also understand that building walls will not be utilized as slope retaining walls. MTC did not observe the slope repair. However, if the installation was constructed as described to us and outlined above, the repair should adequately intercept the ground water responsible for the ground failures and stabilize the slope. Smaller areas adjacent to that discussed above, although not a threat to the road stability at this time, will need similar repair sometime in the future. 777 Chrysler Drive 1710 Midway Court 1208 Bay Street.Suite IOU Burlington.WA 98233 Centralia.WA 98531 Bellingham,WA 98225 360-755-1990 ph 360-330-7926 ph 360-647-6061 ph 360-755-1980 ix 360-330-7946 fx 360-647-8111 fx I • Al Schroeder Materials Testing&Consulting,Inc. January 31,2005 Job No.: 021025 Mr. Schroeder, should you have questions,please no not hesitate to call us. Sincerely; 9g1.P14 R R t cpwitsAlOd, , A / CaD a. l : css{oN ; 1-31-05 ?-1,4 0b Randolph R. Ross,P.E. Senior Geotechnical Engineer Cc: Mike Gallop/Roland Storme Department of Transportation Northwest Region/Mt. Baker Area 1043 Goldenrod Road, Suite 101 • Burlington,WA 98233-3403 4, CURVE TABLE UNE TABLEPLANS OF PORTALIS ISLAND HOMES CONDOMINIUM CURVE RADIUS DELTA LENGTHTANGENT LINE >BARING LENGTH _ C1 100.00 74'02'15' 129.22 75.41 LI N68.23'12"W - .IT�. 7.36 SKAGIT COUNTY PARCEL NUMBERS: XXXXXXXX W C2 100.00 18'54'31" 33.00 �16.65 L2 N76.24'13"E 23.85 C3 100.00 17'06'49" 29.87 15.05 L3 N85'31'05"W 14.28 C4 100.00 21.38'54" 37.78 19 12 C5 100.00 25'58'32" 45.34 23 06 05 100.00 56'50'49" 99.22 54.12 COI C. 4'6 y 07 80.00 110'13'30" 153.90 114.73 C8 50.00 40'28'06" 35.32 18.43 tcb 8y re, C9 50-00 39'42'41" 34.65 18.06 '89 010 40.00 63'36144" 44.41 24.81 011 75.00 25'58'32" 34.00 17.30 4> C12 125.00 5191501' _ 11.63 5.32 C13 125.00 16'19104" 35.60 17.92 . J 6Q P31575 014 - 75.00 10'47126" 14.12 7.08 // 00 C15 75.00 619'23" 8.28 4.14Ai/ C16 32.00 90'00'00" 50.27 32.00 UNIT 21 �1/^issJJ r�/1`�A> �C17 1250a 5'43'24" 12.49 6.25 �. q// UNIT 22 //,\A So.' C18 125.00 11'02'44" 24.10 12.09 /5By ?/ 692D SF / `��J? C19 125.00 30'S2'40" 67.36 34.52 . \?,3+ ( fir/ 91 4.,, C20 125.00 9'12'01" 20.07 10,06 ` %� �'{� 1�/ Ni J C21 55.00 l 71'15`1B" 68,40 39.42 1 hh �� 9> la? �`/ UNIT 23 % !O� \A UNIT 20 % • x / 5200 SF N . C22 25.50 103'S0'19" 46.21 32.54 H ���' " Ig / / /~ 4 63G4 SF 1510728 EI ,,4, / / toy C23 50.00 163.41'59" 55,59 31.06 0 60 120 180 ,7 •e. ,2 3 J/,� J/ J/ ��'y7\ Sp C24 50.O0 37'27'50" 32.69 16.96 SCALE IN FEET ��88 `•c��,k � N�03�9`8- /a tV/ ?a. / I \•oe- C25 50.O0 16'22'19" 14,29 7.19 y0 �y�`5,..• 4.- C28 26vJc�' ,,,,,, / 6�3s3 s4 J/r \\O I C26 50.00 19'29'10" 17,00 8.58 ry ! • ...k ,1 / p 4`/ J /. �I� S G27 50.00 48'18'39" 42.16 22.42 `� / ��,''`, ••/7 / R'•1 3~ °`/ /� / h ^�/ \ 'O C2B 50.00 42'04`10" 36.71 19.23 `88y •� / •�9�, '19,/Nhse /4 //jy`'JNIT 25 , \ C29 50.00 17'44'39" , 32.52 • 16,39 ? •fig �.ti� A9S /�, !`" / 6065 SF •/ Fj�✓ °o / •�?�, UNIT 19 •>i�n �'Y . p ° +�v/ / cw C30 50.00 17'27'49" 15.24 7.68 P31581 ° / .�F 6818 SF . V 9- / �� / / �/ \ 13 C31 105.00 27'04'25" ; 49.61 25.28 / 42- / �••� n NR>50'E�R •• 3� 960hly �'�� auk ,wJJ UN4T 26 / \�sl 9y�, C32 105.00 22'S7'28" 42.07 21.32 / // / • r` r+ ,yA/ 6041 SF / C33 105.00 27'43`15" 50.80 25.91 1 ��' 3 +� ,/ %S A / / // 034 105.O0 •3'15't1" 24,29 12.20 1 f°� ��l,k1. S. •y3\ C' 1`3� 1)9geoeCoo, 4i/ + r/ h ,�, ti / ds •�Y UNIT 18 •s/ �� �2r �/ UNIT 27 C35...,_,._ 75.00 56'50'49" 74.41 40.59 e� { f b% 5972 SF �S•/y+4. \x \ ��} ag.�r` 5�1 9031 SF S. C36 32,00 90'00100 50,27 32.00 LOT 2 / �. 1 u1 ` � 11 /�yO tiP fo Afaj C23 J r ��2 N ' . E •��D /Jr "?� C37 125.00 18'54'31" 41.25 20.82 n0 / °� h� c"Tnl can! sS���/7 5`y�` �i�e.� 1 i P. 31 34 4);,.... `O�4.-> by C38 125.00 67 00'50" , 146.20 82.76 �/ 11A 25 N6• 22"E I / tl C39 28.00 35'23'43" _ 17.30 8.93 Q 1614 '26 1x 51.74' ` / 41 UNIT 144� %r yes 4z 1� j NI ��p`• ,y0�•* S "� 2 1 IZ It { \ / £1�'6206 Sr 1 / JJ 1; �" 0) g'� > `,[ 31.11`t y { 1a 10.30' {o -41 / n 13 1 /�"' 2g' • ! •� �.p, C41 i818.DD 1'S6'18" fi1.50 30.75 / • 2 5 ► * c] S C42 1818.00 1'23'47" 44.31 22.15 / N 1 f, d: 1 / 23 ey > '• C43 168.00 3'55'19" 11.50 5 75 (/ h5.5 1 Imo 1f o q { N. / C44 168.00 19'41122" 57,73 29.15 • QN' 1 +t{ c5 1�: ��• • if 11 { '�P S91/ 1v UNIT 171'p /,� • • 0 �� ,` , 1 5174 SF 1-+ UNIT 28cos 168.00 13z4'33" 39.32 19.75 1 I {� { UNIT 12 UNIT 13i i 1 CcE • 7878 SFG46 1s0.00 29 37'37 ' 1n3.42 s2.es o 1 { 1 UNIT 11 { ► 1' �1�' °� • cc. ! ��� I UNIT 10 % 6215 SF { 5839 SF 6460 SF { i / n47 190.00 9'43'03" 33.92 17,00 -- h` 1� {� { { 3212 ,��'� I�r, 1Q J .F �. •♦ p C48 200,00 1'46'35" 6.20 3.10 • \ 1 .Wc 1 SN45 g 1 6046 51 ; {� { RCN •�`49 E ;/dry 4� •UNIT 151,E �� 6 1a°i ��s. • ° C49 1850.00 1'21'n3" 43.62 21.81 °'1� 1 { {0 La w1 / s;�rn 1 5397 sr 1 , 0 Q¢,L,'a ,yilt Og ♦`\o4A UNIT 29 �ti`2S (^. q?\ �1ov I lb { ail / o a 1 i1 4 w 5i8D 5F s3• C50 1850.00 1'n7'18" 36.22 16.11 C) \ •Lj '�, 10 1 { 8.641 {� at / :),,vAz 1 / I iv,. � • %. C51 40.00 2O'15'37" 14.14 7.15 P� \ / `�s o �• C48 {Q' iN 50 20' � 5�4�- -r'��r-d�` / <N UNIT 15 < / • ti C53 60.00 , 29'11'44" 30.57 15.63 \ �'r"• 43, 0 _�, 52-21'-- 1 R=t85G.00 �27821 1N 6667 Sr 1� /• �\�� � \��A,`1 UNIT 3a�N� G54 25.00 67'35'52" 29.50 16.74 O� N _ 152.25 L=79,83 / a,lp, 1N i 4+ SY / LOT 3 . N51'44'39"6 / 1-2 iN� •0 6493 SF �.,�� h C55 25A0 7'26'19" 7.61 3.83 �� _ _ 1� / \\k \� 056 105.00 1'28'14" 2.69 1.35 C . GA6 IND. 1Z " _ 152.25' R=1818.00'_r3?�0�" i4._.81-r m1� 1 / / S. ` a :( N511.4449 E-01' -'t-^52.01~ IVC Ira c 1 IDo / 1 c / •� °° a. �T`I(oh" 44,51 x 52. {�, 7.72' {cp N55'1055"E UNIT • 31 • �, 'CA {z {� {ntz 1 coo 56,52rri o. y"/ ♦4 S §Y NI-- J7 1'0245 SF .T Fj- - - ,�� Im 1 Ir' �3 I� 61 1 55'10'55� / v86'` / 1 k5 Ian I 1 Io Ic l-.: I� B,wit, 45.65 el cm ' 3 i N55'10 55 E •139.00 .r o 7 i p '� 1 Io 1� i� {� Imo= I 1, (,$Y T N •its. o / ;� �,\, j I UNIT 6 j UNIT 5 1 UNIT 4 UNfT 3 • z itr, >4 �' o, UNIT 8 I UNIT 7 I 5995 SF 1 5945 SF I 6230 SF l 7654 SF ^, I r gl UNIT 32 h 1 03xx , T _ _ k 4 5943 5F I 6045 SF I I i I r UNIT 2 ro cy I �I 7�099 SF ;�+� "3 `E R oo { {� I 6 7087 SF 0 UNIT 1 I lied ry `� NSO1406 {� 1 11IR 6453 SF' N5510'55'E 142.87' .4? P31572 n {1 !1 h' nj, \Crn I I� l" _lit ITS * I 25' 25' I _ z �\ z ry N.'g37, o ff./ .63' 4wv 1 52.Ofl' tm�, CI c=~ 3 `�$ 1 � - I r,�l 3, _S 0 z2e rt 2oa' iii ., 1 t UNIT 33 N S1 w - _ o / \ 7345 SF PIC%111cp8 LQ T 4 N `� 10? 9� C5 N 5fl'38`5D'E 148.02 �_ N2 y7' 39.gs, C i�,•.i0 o CS`, .� __ pt Y/. Q 0 ` 44,E, a I B 47.45' z 1`t w z0 ` `r �` _�� _ PoRTs >>Z54, 14.74' FU - - - - -, _ `� �A�, 71,74 IS Z 104.47 h7 -S1 j Imo'` �� N5510'55"E 5' 176.19' C2 4bs ZS,f F- r I ` - --� ` �ass�, o LOT ,5 LOT 6 - - - I f ' 1) LOT7 LOTS C CITY OF ANACORTES SHORT PLAT ANA 04-005 LOT 9 -� o o 1 h m pREL\ M \ N AR . ,t -! ,'- R/' c,to ,.. - <,�\ M LEGEND r_ v BAKES AVENUE z c; N58 07 41"E ® FOUND CONCRETE MONUMENT �i�s s xv's , - - (SR2a) o 11) r� e _ T:\DATA\FANDK PROJECTS\4369PIIR T AL IS\DRAVINGS\SHORT PLAT\4369CONDO.DWG NNm CAST ALUM. SURFACE MON., PER SHORT PLAT ANA 04-005 ii,%-;.Y. "fig ' 1- MARKED FAKKEMA&KINGMA, INC. LS 11941. � 7I yf t\ 0 -t- SET SITE BENCH MARK. TOP OF STEEL FENCE t 'P ,' , SURVEY MAP AND PLANS FOR ° POST ELEV. = 98.00' I _ a. 0 CC .40- PORTAL' S ISLAND HOMES CONDOMINIUM a --- VERTICAL UNIT BOUNDARY I'‘''.., w; ;. - - EASEMENT "„ ... 11' r7 _ ;'fi a �1. ., r_;.,�..., ;;=. b- WASHINGTON BOUNDARY OF LAND IN CONDOMINIUM '' `:'Y;:t; • '.---" AN ACOR TES �_- - ti - `11 I,M'A' '". ..., 1 SURVE'!ED BY: IDATE: WG. NC. FAKKEMA & .KINGMA, INC. SCALE 1 " = so' D 4369 F __-, 1 CONSULTING ENG[:VCFRS 8 SUe VFYDRS BAiE SHEET p ;, ;:.". .;<_ . .,,..__:,=•,.,,::,.:,..::-ri' DRAWN Dv: RNF DATE 6 j2/04 2 OF 2 1 ' ' 8a0 SE 8th Ave HLTI Oak Harbor, W . 4 UR ORS 675-5973 1 Underwood awe, Associates 00000 909 7th Street Anacortes, WA 98221 360-770-7501 20'-0" REAR SETBACK MIKE UNDERWOOD TOP OF ROOF 141'-2" +/- E-mail mikeunderwood@isomedia.com H I I Ve... NOTES Y JIB < � SIDEWALK ROADWAY 130.0' ai $ 1 NEW GRADE LINE a _--- 128.0' i' 126.0' ORIGINAL GRADE LINE..., �"'.' 124.0' 11 J I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I \/ 1220' YARD SETBACK ____--- _ 120.0' 20 0 FRONT __--------------�, z ---- J Fe o _ - - 116.0' -/ 114.0' O ----- �-Lu �� -- F.F. = 113.2 - - - __--- MiiiIII _IIIIIIIIIIIIII --SI 112.0' C 110.0'4 UNIT 'A' 4813 PORTALIS DRIVE SITE SECTION A-A SCALE : I/8' mm-'minim 0 2' 4' 8' TOP OF ROOF 142'-0" +/- III I I I I I I , 20'-0" SETBACK LINE PI w SIDEWALK ROADWAY w < > 0 .� a - _- 130.0' iii NEW GRADE LINE 128.0' ORIGINAL - -- - / - - -- 126.0' GRADE LINE - - 124.0' 20'-0" FRONT YARD SETBACKI I I I I I I I I I I I I I I I I I l j l 1�__-- -- - _- - Jw 120.0' --- w > -' - ------ - 118.0' - ------ -------- re116.01 ' r _� --- -- -- -- - - 114.0' ii --- --- - - - - - - -- - - - 112.0' 1100 I 1 1 I 1D8.0' UNIT 'B' 4813 PORTALIS DRIVE SITE SECTION B-B SCALE : 1/e" mi. 0 2' 4' 8' 20'-0" REAR SETBACK TOP OF ROOF 138'-11" +/- < = PORTALIS SIDEWR AADWAY w a. i \ a . 130.0' 6 NEW GRADE LINE .. 128.0' ORIGINAL --- - - /'/ - - - -- 126.0' GRADE LINE\ ' \-11 _ - - - - 124.0' ANACORTES, WA --- --------- ---- - 122.0' 20'-O" FRONT YARD SETBACK '� L I I I I I I ] [ I _ I I I I I I I I I I I I I- I-I_I I I� __-__�' 120.0' TOWNHOME 1 - ---- 118.0' 1 -4-2 z -------- ------- - --- -- -- - - - 116.0' ni ______-- 114.0' SITE SECTIONS o _--------'-- III -- --- --- - - - - 11 .0' F.F. Jul11 Li: I I I I I I I I li I F.S.= 109.2 1to.o' J II rlL� � 108.0' 106.0' DATE SHEET 2/11/05 UNIT 'C' Al 2 4813 PORTALIS DRIVE SITE SECTION C-C REVISIONS SCALE : Ye" -m-.1.1. 0 2' 4' 8'