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HomeMy WebLinkAboutPermit File 3966 Rock Ridge Parkway Job 61"Ty °'" CITY OF ANACORTES Title Nv Engineering Dept. Calculated by DATE 360.293.1920 gik(? Checked by DATE 37Z0/ Sheet / of / SCALE �j` II II ' 1 ' 1 ' I I I h 11 --MI • 111 - ? 'if- i _ ' IJi NM e, , , i i 41 ■■ ■■■ 1 IN Mr A pm . iro : (7-0 _Ai• 4 -.641 =- , -KAMM 40 _ ' Aiiinfla44 4 M. 1 /i_7=- Illy 111; all 1 : q ems; -- I ■PjjujIiIiJjIIi _ __ I NM 5mr. ,_ P MM. MI 11 .1 'Aim Illmi EN ---:11 111-4- 11 ■ ■■ -trom ___ ■�.zi Ni a ' 1 ■i - T ■■ s ■ ■■■ - ■ 1 Ili - !1III'iiII 1 IHAIII. ■■■■ ■ __ ■■■ ■■■ _ -■ ■ ■ . 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' , . .--- , —., .-- - -. ••• , 112112E§RDI '116:El . . , .. . t Z/ (� 4 �'*ems` ,y 4.� �,i'ib J t C f ,rt �+.,. 1 ' .. ti p" am K , '.e. r At : ` . `"�,'.''Z y': Sys} , \71111 - _ ,fir i4 y +Yar.b�- - _ , I 4 - 144 r -,- ' - „ `" ,� .„,► +1 CAPON s 3 ",'.... A. CA��ON \` 11410 .. __ ,.....,_ it , ______ ___. �• A�10 �` _____ , __ . _ _____ • . ___.....„ • . __ . ......,_ • ....., , ...„,„- --... .. may' _,.....,„ ,......... . r,.--- ,...tf' ... AOSS r • ti _ • ts.r , . --Eiji. 11 Lk ... a l! �� r. !� �� • P —— • sHYUNpgI � 4 ,...014‘ ' , t ,,,, .\ .',,,,;„,„,V,I',1.,':,..,tr,,c,, .,:,,,„.‘,. ',,,,,; .,,,,, ' '->p, ,,ib,.,.•;„• .•.,''.*,., ,40„- . '".. cagy "i': x+ "•��w . -� cum CaVIgN CAMM Cps s �A * .. r i_ -ma-s. • ,, _" ,i rt , li CITY OFANACORTES iiik\ 4.. - WASHINGTON -rY4W-...c-Ho i ..c BUILDING DEPARTMENT c 0 e CERTIFICATE OF OCCUPANCY [ This is to certify that the(Description of Building or Structure) ;. Single Family Residence Located At: 3966 Rock Ridge Parkway STREET&NUMBER Owner: Dave & Cindy Storrer Darrelow„JeR000hconsAooTnot, Constructed By: Bldg. Permjt#: BLD72010-0230 , 1 28, 2010 Date Issued: June Occ.Group: R R2 Has Use ZOne: Has Been Inspected And Occupancy Is Hereby Authorized. : This 26th Day of April hill- 11 AU441 4(iv-2---7.i -41f2r ORIZINGrIAL SEE REVERSE SIDE FOR SPECIAL-REQUIREMENTS. ii " • ! + �' Engineering and Development Services r 0 q 11( G1' �� PO Box 547,Anacortes,WA 98221 A .��''�,� � TN:360.293.1920 FAX 360.293.1938 ZEMAIL: engineering@cityofanacortes.org n 1 y-� _ ,,c.„ RIGHT-OF-WAY PERMIT APPLICATION a -Q. 4' '147 RCW 19.122 Underground Utilities l CO1 CALL BEFORE YOU DIG -(800) 424-5555 44•p•w•p' Applicant shall submit application 5 days prior to start of work and application shall include: ❑ (1) Payment of assessed fee ❑ (2) Drawing illustrating proposed work and its location. See checklist on Page 2 of 2. ®--{ . urrence,$2,000,000 general aggregate and $2,000,000 products-completed operations aggregate limit. 4) Proof of both state and city business licenses cost x--t56 -before-vaeric bcginc 'H— --- a614 + A9reem___._ant Re4tarcri To be completed by City: ❑ Yes ❑ No Site Address: City Approved Exemption ❑ Yes ❑ No 37 (tyi , p)t(,./Y EDEN{� ASSIGNED, I PERMIT NUMBER: Parcel No. ,,��^^�� ppn ¢ 14nw - Zb 1, - QD Z"L. 't-' I S- I 1 Owner Information (Required) Contractor Information (Required) Name �r Name e i� i, r Address D Address 2R4G [�(` .krt�v.4 V)kt,'Y R6© S� lIY �. ,� °�G ,---� City Q-C n�`3 CAD C."k City (3%n. t w;L,.,— u 3J c�-�s.\L �J Phone Phone Email Email Address Address -_„ Work Includes (check all that apply) Curb Cut ❑ Water ❑ Sewer ❑ Storm ❑ Street Cut Sidewalk ❑ Phone ❑ Other Describe Work to be Performed: ((Notification of�ryUtility Companies is lRequ(ilred) r5 e�^A,c'l}2, C-Lor 4' S t CXR `\A IA\n.&- \--Y�.e� LiJ.1 �1 (')L'\c\J2'ld 3 Ct kl't CY�� C �� a� S i v v)¢�� _ , , 3 t ta .\i‘k,""a2Q _____ ' at 1— c-, i,, Approval Signature Date .11 By signature below Applicant concurs that the Applicant shall defend, indemnify and hold the City, its officials, em- ''' ployees and volunteers harmless from any and all claims, injuries,damages, losses or suits including attorney fees, arising out of or in connection with activities or operations performed by the Applicant or on the Applicant's behalf 0, o r uance of this Permit,except for injuries and damages caused by the sole negligence of the City. `_' ""` Applicant Signature Date Final Inspection Approval Signature Date 'L'io- "- { NON- FUNDABLE PERMIT FEE: (To Be Completed by City) Curb Cut $50.00 ❑ Street Cut $50.00 ❑ Inside Travel Way $50.00 ❑ Outside Travel Way $20.00 ❑ Sewer Inspection Fee $50.00 ❑ Sewer Re-Inspection Fee $25.00 TOTAL FEE ASSESSMENT $ 6-0 l A Site Plan (to scale) must be attached that include all of the following: This checklist will aid the applicant in preparing a site plan. Permits that require installation of substantial improve- ments may require plans drawn and designed by a licensed engineer. Please check with City staff prior to submit- ting your application. • Draw the plan to a standard Engineering Scale[1"=10', 1"=20"etc.]on a minimum size sheet of 8'/2 x 11 and a maximum size of 11x17. • Include the owners name,the parcel ID number, site address, north arrow, drawing scale and date. • Include the contractor's name, address and phone number. • - Existing Right-of-Way lines, property lines, edge of pavement, curb/gutter,sidewalks, driveways and plant- ing strips with dimensions between each. • Adjoining street name(s)to the reference property. • All existing public and private utilities in the area of the proposed project(Water, Sewer, Storm, Phone,TV, Gas and Power), dimensioned to the edge of pavement,curb/gutter, sidewalk, driveways, planting strips. • If applicable show easements, critical areas such as streams,wetlands and steep slopes. • Proposed new construction.The proposed improvements shall be shown in heavier line type than the ex- isting information • Dimension the proposed new construction to the edge of pavement,curb/gutter,sidewalks, driveways, planting strips, or another identifiable site feature that will help identify the proposed improvements in the field. • Erosion Control Plan. • Traffic Control Plan per current MUTCD(See standard drawings at http://mutcd/fhwa.dot.gov). If the work requires any lane or street closures,the City of Anacortes Public Works Inspector must be notified a mini- mum of 48-hours prior to scheduled work for proper public notification by the City of Anacortes. Work within the City Right-of-Way is permitted by approval of the City Engineer. All work in the right-of-way must be bonded. The applicant and owner must use warning signs,traffic control, and barricades as necessary to ensure public safety in the work area. The applicant and owner must restore the right-of-way to previous condition. Perma- nent restoration may include overlays of portions of the right-of-way and restoration of landscaping which have been disrupted by excavation work. The applicant and owner are liable for damage to public and private property. Page2of2 I Neu..., 0,\ w 114;r� �. eft 3(1b() \ K W M .� h-- I .) i , ' .4., , i\I --------> , C..... ' r L'\c S x � v cifl ,,:," -f, y f ` t $ Pik+-."" i ,‘ \ , A 'i 1 , , , • i ! , , , j 'i ' , , , , 1 :. t'1, \ i \ i r J P�' I '__` vim - i i I I ; � ! ! ; 1 . ` I 1 i Irk <fj"It9- 1 \ , \ i \\ 1 ) 1 ! 3 10 904-1 0001 06/28/2010 002 r`t.'. <.<mi'a -e;„�r 4.0C-=t;= 4,ii. erk7Je:?::s '�." O . City of Anacortes Permit#: BLD-2010-0230 904 6th Street Issue date: 06/28/2010 `""'�l P.O.Box 547 Expire date: 12/25/2011 '> ' ' Anacortes, WA 98221-0547 ;f (360) 293-1901 • Pow. Job Address: 3966 ROCKRIDGE PKWY Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: P125834 Remarks: New single family residence per approved plans. Owner: DAVE&CINDY STORRER Contractor: Address: 1706 LINDSAY LOOP Address: MOUNT VERNON WA 98274-6199 Phone: (360)424-6000 Phone: License#: General Information: Fees: Basement Square Footage 1109 Plan Review Deposit 100.00 Lot Area 14837 Building Permit Fee 770.50 1st Floor Square Footage 1622 Plan Review Fee 400.83 Garage Square Footage 571 Mechanical Permit Fees 132.55 Deck Square Footage 192 Plumbing Permit Fee 139.00 Building Valuation 235000 State Building Code Fee 4.50 # Forced Air Furnace<=1,000 1 Sewer Inspection Fee 50.00 #of Bathtubs 2 Storm Drain GFC-Residential 1,140.00 #of Clothes Dryers 1 Sewer GFC-Residential 7,096.00 #of Clothes Washers 1 Park Impact Fee 615.00 #of Dishwashers 1 Traffic Impact Fee 900.00 #of Gas Fireplace 2 Total Calculated: 11,348.38 #of Gas Piping 1 Deposits/Receipts: 100.00 #of Gas Water Heaters 1 #of Water Piping 1 Total Due: 11,248.38 #of Hose Bibbs 3 #of Kitchen Sinks 1 #of Lavatories 3 #of Range Hoods 1 #of Showers 1 #of Slop Sinks 1 #of Ventilation Fans 5 #of Water Closets 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 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. i ,P. ,t' /'`:... - frLAJ .-- Mid ,(mil .� — --r SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY April 25, 2011 Paul Ingalls Building Inspector pauli@cityofanacortes.org RE: Storrer Residence 3966 Rock Ridge Parkway Anacortes, WA 98221 Subject: Letter of Intent to complete landscaping with all ground cover. Dear Paul, It is our intent to complete our landscaping within the next 60 days per our plans and specs that we submitted to the building department when we applied for our permit. The rockery has been completed and the top soil has been delivered and leveled (in the back). Top soil and sod will be delivered next in the front yard within the next couple of weeks (weather permitting) and the back yard will be seeded within 30—60 days. Planting of the trees and shrubs will be within the 60 days. Feel free to contact us if you have any questions. Regards, Cindy Storrer 360-202-0010 (cell) 360-428-8544 (work) David Storrer 360-941-6111 (cell) 360-293-9177 (work) ,..4 W.,:,,TiNr7V,.. 11,.., „,..,«) ,,'," . 111A- 'i' t,1,74'''''.4:7'.Ni .,.,41,7,...,_.- ',:' 4,;:trio:AvA0' ',5*--- -.,-::00.0:7,4Pyz.....,,..„,-,,,,,Nt1;;FINZ: s...r. ,i,t;-'1".-"'"(:''''- 7.-'''''''' '."-----•:::11 • 1* ''''4"t:'."8::'..):". 1214-91-A, ,r.-- ii 1...,,,,,;1 Af,14,:;.: ',1,,,ffMa'`'''', ... ,Yi'''' ' t.'17f'7'''''•/A`\--c,:-TityM .14, 'i.,06,41.1);`:tril.;z1n4.;:i..7,...ili7il'ANiA.4. r6.i,,: . li ,ik..C:ii$ „, ;Ail ' kA t I.,,.,,,,!;..1:i.:74i. ti iid -',4 '." ... ,. ...1., THIS IS TO CERTIFY THAT THIS HOME CONSTRUCTW BY e-mmmi .,) a fr?„Asa ., ,„..,.0.,...1: t, . ...... „ , . ,. . , ,.... - It.:''•sz .- _ ,.. 07 Iiillifiii! :,„,.......,, N 5 4. • * S4 14 AS BEEN INSULATED WITH MATERIALS LISTED HEREIN MEETING STANDARDS OF STATE,FEDERAL AND MANUFACTURERS SPECIFICATIONS. *,,t-2 • 0 D Floors :,':111 L4:3* yf.,TiNif: ' . . . . . R-value ." _ thickness , ei4.5...., limit unlaced toil ES.25 loose till ;k.'11::•*.i'cu,:::4- . Ceilings 0 ,*.41 El .y ... . .: (I) 0 (V 0 0 0 ":: :ill.'zil'.."...:521:' / a/47/ 013 uS- eP ce h.'..:1:IfIti WAIN 414 iii 0 0 C?t II;„N- CITY STATE ZIP ., „,- . ....v ''\ cc SMEET ADDJ1ESs "4-,,e'''..-4,..:• .., ..-el,t.'-i....,,.....,~ ''''),S,Z• *r.4........-....I ...,W. .,, .......„.... ,, . L :. 1 '1", CONIPANY -,*',;7, :: , , ..,,,,,,t- io -10.,v.j.5,-tmlitie.-4 4-if FiAltlit 1,14%-kStc-it<2;A: 4„Wttil),.,,.,„• ,... i;',C, Aii\''Oki-Ar- .,...f NI/I:LA, %.4(: 9'.,,:z.V.,\::, (4tP,'*1/41-1 ' 4p etillfiN- .*A'Yi .4:9N4';',. Vrt.r.404.V!,-...\i',' -,..---k,T.A, 7:1,-....Atm- ,,---,;::1,--,.-A .1 ',:ea. .-,,.....,---44,,-,,'"zrz •:.i.5,ft:-,, ..,..:4'4'..,411,4.4‘,:iFX-,---: ,4Ripi,-,;;,3 ,,.,,,. , of.,,,.. . -..,-7,..vrtim?,...„ - iz-,-.p..-,a.,,,,:ei , ,,,...,,.,4:;F:i.:,,;,,..v.:;.; ,,,,,,44- 7,--IL;:fp,..,-,,i,;:::-., ,,....,-AlAr.v,E,.,- .:,yaN-io..t,?.; •,;•.,...,...:i',..-.7$,:tvz,,,vi,...-, i ., .4,..,.. —;,..,,,,,(,., si:':::''''';03.)9ANG*A1)::::: .,---:,i.ittii:AW:7,,, Wie:Azi:...-.....; --.•4g.'.;,..= .*:,4A4:21 -0.'iMiE.,,,,',1,::14* e...-,,, --,„ .....:,, ,.. ..,..,-. , ,....2_,.., 0:1 — -- • _ _ liPbi V\Iorks - - Engineering and Development Services • • - Residential inspection : • Address: - • �t��� OAK A Rate:I 4—z.z^`ll . • Gt tl2.X4.yap .. 'Contractor: Inspected by: , VA , A c.t.D j t :. miter Meter Box • firm and level to finished!grade or backside of sidewalk elevation. L-.►d°. maged bax unda stet a customer shutoff Installed: . No.rl, nd - ccess,ble na landscape obstruction: . O Dnvway-itstaHation;has drive-over box and,lid : -'t ,- roe gate'vaive intact; o leaks at connections - • 2: Curb and Gutterf er-isiTCt;:-(4,rak-t--dart age,;graffiti,footprints, finishing blemishes, or other objectionable markst - If'roadfrontage improvements: - Q Expansion jolts every 15 feet and at driveways. Concrete:has,broom finish. D No low spot at curb line,especially at driveway cut: Maximum grade change in 2Qfeat,s%_tnch . - . 3. Sidewalks - . racks,daMage,:graffiti,footprints, finishing blemishes, or other objectionable marks_ ADA cord liant 1 Q p percent slope 0,rand If road frontage Improvements: • [ Expansion joinfs•every fi5 feet and at driveways. oncrete has b Q C room fmsfi - - 4. Drivewa APP - .ches '_ racks, damage, graffiti, footprints, finishing blemishes, Or other objectionable arks- IN. ADA compliant .j 4 G, ik5: Streets _ 0 Na cracks, blerriishe : _ —; If road or alley Improvements - - - - • - .Q Received proctor and sieve analysis.of.ballast, crushed_rock,,,and asphalt Received passing matenais testing reports for sub-grade :ballast, crushed rock,:acid asphalt Received tonnage sent with required :ickness-per a . (] tickets consit ppfoved_• plans :.. 6. Sanite . ewer .s spection•card signed off and/or verified in Building Department database. - As ' lit record filed.in the address file.. I - w caps);installed on clean=out(s). Clean=outs}set at finished grade. 7. Storm.l);: ; , e - •pectton card signed off and/or,Verified in.Buitding_Department database. ®udt record.flied,in address file:- R Not blocked or diverted to adjacent parcel: 8 Public-•Utilities (hut o• f Traveled Way Oonctefie collars around amity utilities. Elf:,FrnaI grading,ok _ 0 Restored to prior cenditron`pr better;- . • 9- Landscape 1Q :IJ s i 44 cam.— A EI. i� '1--- i tom.. O Bonded for completion at later date: - Vered against approved`lands • cape plan: • D; Installation D Typp and quantity of plants. D. Sod or°seed in place:. - _ `. Riot bamer(receipt filed)_ 4o.Erosion epi Measures _ "s.removed: All debris removed`. Site dean: - 0 Permanent vegetation established,. 5 • CITY OF ANACORTES "AS-BUILT" i-° Sewer _ pr Storm tTRACTOR: A\\ , Q...{(- 1t XCo Vq-I ^ PLAT/DIVISION: !� BLOCK (-LOT ADDRESS: 3 `3 ‘" 1A fir((�,,-)C% C, 'Q K k..^► I DATE: q "' lc:, - 1 t ) PERMIT# f 0 - 2(s1C -<5 i3G SCALE 1vT S = 1 STREET - _ - - - - '7V ' \ tc)j-c,43- c 1 e,:oe-....,".c. ------‹ 4._ [ _ _ . . C /:"....' ':t.''' - ..-- --1 - LOCATE STREET(S)ON GRID MAP CITY OF ANACORTES "AS-BUILT" J(Sewer r Storm niTRACTOR: / I 1 1 of Mt 1 rke 0.r Q PLAT/DIVISION: BLOCK LOT ADDRESS: 3140 G% R c.,:.k:. c{.0 }P lL�v DATE: % `I(;, '- ( ` J PERMIT it i3c-D 2 G ►C.) • °a 31 SCALE /1/4%1 5 = „ . , S T R E E T urrim _ 1.41, p, , , , _ . , . _ . . _ '4' .? , ,,.__ _ _ _ 1 3._ , -4 . - _r_ Y ..1 _ . _ . _ _ _ _, _'- _%--;:co : _ \ 0 - :-: — _ _ _ . ._-. 1 .5'It-44 ' _ OC ct '#‘1-(i t— _ 75-2- ,................._ . LOCATE STREET(S)ON GRID MAP i MICHAEL L. SCHEMMER, P.E. I December 3, 2010 Don Measemer City of Anacortes Building Official PO Box 547 Anacortes, WA 98221 Re: Storer Residence Anacortes, WA Dear Don: I have reviewed the holdown modifications above the garage area made by the contractor for the above referenced project. The installation of MST48's in lieu of the MST48B3's specified is approved. Please call with any questions or concerns. Sincer y, 1// , Michael L. Schemmer,P.E. 0$01111EA .1. :Ai , "I.,10 ,, ik c � loV 1 1 . `} et. t 1* �, 2 4a1 c0 �4c,, e °A FGISTER" . ,$ Michael L. Schemmer, P.E. (EXPIRES. 04/ 16 /It' J 2032 N Avenue Anacortes, WA 98221 (360) 941-1607 mispe.structures@yahoo.com 1 i • • • N. \�acP N R�l%1� wA � i . Ea 411,1444„ 12,0 itte Lt Yroiur _ vRa127 's9 , E / 7.so ri 'l "n..y' xi n VA ly . Off /.� y.� n 3o c .. o lia ..1r—ffit A;- i��r3' *-1-1 1 32g ti‘..?7111.11111111/1117‘ ,,,:':'.';''''7,.: 77".,, :410.,40.1111': li ill 7,.:41 g / 1 z EB 'r; „� ...: ll III; - ..1.. .....___ 'm .•, „,.,:,:i.:8..,:••.:.:, .: ,4. .. i i 0. sus , r: . f.,.� 1. 1 .. .....: ,• 4-, .• , ., : . 1----+„••••••._ .... .. 11: / ,/, . .4.,,, ,. •:.. . , ., •' • : ......,,.: .• . .. .-..g kIl Sy1 4� / / c1•n i / / 140114,444211\11 litti%0`'''''''',4* : a ' N • / %D i ill ', 1 CRE1E / ,ei • v`'/4.- i I g 1 N !r AY ,, '• 1 I 3 ,.fir ,. ;;,' �� :: i 1 iiiiG is___._.1._...._._.._.. , . ,fr , 1 I .011m , : , / / /// \. E i iik tii / j i �� 1 // / / ( L 21� /•• / / o I 1 / SMACK / / ci ®� ► in$ / ,// TOP OFS�� �' L V V V I y / i , • �� ( r / , NON —g: ''' J 111 J N I 1.1 AP 41 qr .. .. .. .. 1:5:61 �+.��. ••Elionno NOP2•m. •• ••�� p .] 1011 1 TAYLOR DESIGN ARCHITECTS STORRERE RESIDENCE •j SITE LANDSCAPE PLAN P.O.e0X 312,CLEARI.AKE,WA 98235/E—MAIL: taylordadgnarchOyahoo com 3966 ROCK RIDGE PARKWAY, ANACORTES, WA. PHONE 3ao-2o2—rye �j o iT ,, r , ; - ,`- ----;;'' 1— ';;-\L'-‘,..: 7''P';!"..6.;Ae'..:F -$.2-9S2'51 3F-a'C'.-3 -T \>" .-';' ..; -- :v; 9-..- ..---\\.141-\‘‘ ---"' l'; 2.5;\--1C;'\------::T----H1'-41/4:LC:1"--;......, -----'' 11111'' '1 i 1‘;;' ) -, . 1 I-- 1 •4137, ' ' 7 • ,17- 15'411X" ORAINAGE ANC 70.i.. 4,.. 4, '‘,.. / •l ,C.i' 05' • .., ' ...A\+,1;\\ , SElliER CASeMENT 7'0 •'.›...• $ 6,7.? 4, . CITY Gr Armeofert-s • N )' e. /cg „,,,, 1 , ,,i . Lsi . ; V . •Tt .Z)0' ,...‹V •;‘,. ...,- ..-; ; ,,, z ..., ; -11', ;\ --;' i;$,A 13 . ,/,N.-'0,.,..?';‘C 4-, t.9 ./ 'X 10.0.9 Sr 1. \ ‘,,-"-- Y .: 'I.- i6 , )'•-• . /. / ---d,„*.s‹..-z, A,6'' , . , f ,, A• .,..., A ''' .0 ADDRESS: ,3905 ,..,..?' 15' ,...' 1\15 5 8,6,53 sr ; ;,,, (:),..,...1‘ '0.'-t0••• ! ;'..;g3:-. .,' ., . ,.c., .....-- .7"\ ADDRL-S5' 905 ) " •,,a;. „,..„,rs,, , .'7A . - 1%.').'" ' ,R•••:" ' ''' .. 4. 2 , , ...5-...\ e6';', •t te \.,..,- '5'1,\.,..,..---`1 g'5"' t '-?-, t' --,'N 1 I v -rl.• , ,t'et,,,s c't, , '''' V'', '\, . c..4" I i .,.....".4).sk I).' . '7/ .T•ty , • /I / , .'2,...--_ • ''re-,k-•'' Z....'' , . .-.- ..s.s. --...„ ,.. S.42/ SF -- ' '7"b / / 410,- 112 !.;?:;i94 ---'-• • ; ; tp. ,. ;,,,, ,,,,,,,,,,,, ., . \ ,/, / e .,4 .-. —.,„,:cjP-i \ t AtORS.5:, ,-5,9„;;51, t,.., v; , t ,i'''' ,• 44,,P,38:4-.4'. , 4 .3 / '1-71RACT "C" 2'-`:::::,;*.A',...Y..1 25 -...-.1-1,;:_ 70' ap , 1 S ' - k.,‘-^'4, : cf..,/,'• '."0' ',.., 0\..4 1-CV 7'''''s •;'. s — ---1 LEGEND ,.. -, D ',.._, _.0 ,,,... ' ,ti ' . , \ ,,e'kfe... 1-'' ' 1 \ .4.`".1', s.% ''''''' ''N. .. $'... . • i - 1 : > SF : , V, tP -,,.:',.*, '`.1- Vt FOUND monrumtarr A S NOTED _, ! . ti ,.s.,13139E.SS 3959 \ 11";.• 0\04,-S1‘ALL Lor& TRACT CORNERS ESTABUSPED MTH A 1 , / : ,...._ • < , ---:c--p-<...,•,b..„ 1/2 INCH OIA, X IMCH LONG RiceAR vorm caP '1- mmnict) •-sumwr 32162", UNLESS OTHERMZE , .,' . '', ,i., •,.; •••... -`a,-..‘" : p./ ,;/___\7,(c',41'': .C,t'' Y‘),2.,1•'- ' l''\ -/\ --IN--- 'w NOTED(SYRISCI.. NOT SHOWN FOR CLARITY). ‘\ ' / s . ..„,/ . A, 44.A00r2ESS" 3964, . . ti- . ..56 -, 'S) ,,,,,..,/ ...!" , s..` --%•::' 0. scr CASED CONCRETE MON *TTH 2' aRASS DISK ' \ i/ ' `,./ .", s.c• . ,.•;: -.. I 2 ().V T?Ll TY ,•:;-7R,.. -.;,` ' t'''s/11,, ,,, , ! J9,5,3.' 39152 I s. , \BST3L StJ/LNNS SETSACX UNE i :/\., _,,,N ,___ _,, _____1„,,.,... :' ,_ .%__//..p,c,,, _ '951,5!) 1.,,b,41.„,,,j .,•\'', CASEMENT ‘ '' ''''s 20 ; \ , •;>/ 1 .6 N72'W 79.05' 0 SET'Ple.NAIL AND SHINER MARKED .SLIMMIT \ .42169*IN CONCRETE CURCI Om PROLONGAIION or / \ '-'- 4,/,,05 ,,,,,, /\,. ,.,,••, -L-,,, •to,17.9 sr...... > --- --- 4> , --- ---- --- -=• ' -L. -•-••• ' t ,„•\ . A.,9DRESS: .3962 / LOT UNE. orrscr ots-rma AS SHOW, ,.,' ,,,SY 1,6fD ' „„/..,!.)Y. ,,P 30* MOE NA nvE \ -'i.s.','' r ''sr''' '"s. x/ •%'' -a,`i.:••4'. , •,\''' GROWTH RR 0"EcnoN DEVELOPERiOWNER: \-1..,....., ...: ,,c, v , / S4' ",*':' .. .0 .i., dl, '.'•\ / cO'' • ,,.P. EASEMENT PECOROE0 MTH 77-05 PLAT "P. 0'• ,,,,/ ' , . i VAMACNC PsdatTek tyi-;'5.bl'`40` T R A C T i ROC%FZIOCE Lt.0* \ '01/ .!f„g26 Sr ) ROO(ROM SOUTH 1..te ‘‘, , P.O.sox 13,54 . ,,.. '4%7 ( .(14. AbORE55; 3960 ........\ 33:27 `,.,,,_,\ 4° 13 $, ANcoitrLs.roottriorm 26221. ...,--- 0 ''519•341,,, . -;:s• ; od oseN. \,--0'3 i ,.at;, 2-,,:v. ,--- i,;v1 , ..... .. , . , : . - i' ---- , - TRAcr "9," SHALL BC \ 0,4.,, ., , ..,,,... 1 ...--- ., :?. I, • ,,` -.-7'."-,°'I'k;i'-55':1.---' ;I'l'':1 . Drar..41rD TO THE CITY OF I !!! 4.0 • pt w.t.r`j;.' ,"' ‘,.,rl •t,,Y • e• -0. '-'•-‘R '• '1 C3.5 5 , Vt.--,,,, ' ' 4) 4 i ,•%1", d.: "N t I 1 24'1 MACORra MTN THE , 7,.. . RCcoRDWG oF TM$ PAT FOR I IN / , ' ' 0 ' TNC GENERAL PURPOSE Of 1 : ..,...., . ":"..Vc? ,, ".7"'N, ,i C... ,Z \ . /./ ..s.',.//` C...7 , ,,' .c. ' ' 1 I 1 i : • PRESERVING' THE wE TLAND ' _. , or:--," S".'"•rw•I: " , m"" ,/, z LLI,S. , ',./„.: \ , \ . \ t , 1 HAD1TAT rrich.cm4. AS PO7 CONDITION NO, 29. TificiNcs , c• -,. SE'6111-I A NIKON / o..;S. ,/,' 01 \ . 6 1 ...\0.? .r..4" 6., 1 ‘ or rAcr. vfa-T z or 5. i s I ! lik ::. '. ' •' ' 1.1' - e , S SURVEY'!AMIE ir \-‘••1-'..*At LAO''''Ifli Z\4/ ' rr-1-')bli, ,. nr-14\'‘ ) _...,\ f --- - -Jo 6 , / \ . -- I 01 it AO.ier r-1.1"skit-e-rin o nt Int ir-ve-Nrtn !kir% .,, Materis Testing & Consu„Ang Inc Geotechnical Engineering• Special Inspection•Materials Testing , REPORT OF FIELD INSPECTION Report#F 13576 CLIENT: Rock Ridge Construction LLC M.T.C.PROJECT#: 05B326 ATTN: Tony Main DATE: May 18,2007 ADDRESS: P.O.Box 1356 PROJECT: Rock Ridge South Anacortes,WA 98221 PROJECT ADDRESS: Oregon Ave.-Anacortes STRUCT. ENGINEER: CIVIL ENGINEER: Summit ARCHITECT: CONTRACTOR: Welch Brothers PERMIT NO.: Inspection Performed: Time Onsite: 8:00 Temp: 55 Any Deficiencies Noted: 1:1 Engineer's Approval n Other El Called to site by client to conduct proof roll on Lots 11-17,east side Rockridge Parkway,Phase 1.Proof rolled with vibratory self propelled smooth drum vibratory roller and loaded off road haul truck.All surfaces firm and unyielding and okay for construction of foundations. Contractor excavating out topsoil and grubbed trees lots 1-6 along south cul-de-sac(Berentson Ct.) Still some clean up to be done but most is dug down to bedrock.Recommend MTC return Monday pm or Tuesday am for another look before fill placed. Recommend contractor cut a key way at the toe of fill slope.Noted water coming out of cut bank at lots 4 and 5.Recommend providing a layer of clean rock to provide an avenue for this water to get through fill so pressure does not build up behind fill.All of above related to contractor and ownees representative on site. REPOR1ibD BY: R.Ross,P.E. en REVIEWED BY: Niall Hackett, Technical Director DISTRIBUTION: original:client-amalojr(i):earthlink.net cc: ysk@sommites.coin cc: welchlog@welchbros.com cc:stevei@cityofanacortes.org cc:dwalde@cityofanacortes.org cc: steveb@summites.com only la=mg lawlierz aad aoteriah/^.,-,A As a amoral pmccolien to eller-tr. ytthrc and crarwhles,oil=peal-Sam=heath:el=the oarx4-..0-,ip.,,i srbv,a,nb 0100010 00 c10ioro rroo10olbo 4,4 en rwarhug cur tcv—ts is=sated pandas our milt=*pram!. Corporate Office 777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 1710 Midway Court • Centralia,WA 98531 • Phone(360)330-7926 • Fax(360)330-7946 2126 East Bakerview Road,Suite#10I • Bellingham,WA 98226 • Phone(360)647-6061 • Fax(360)647-8111 Website Address: • ° Rev 6910 Materials Testing & Consulting, Inc. Geotechnical Engineering• Special Inspection• Materials Testing '�nlit �.,-..-...-•' REPORT OF FIELD INSPECTION Report#F 13573 CLIENT: Rock Ridge Construction LLC M.T.C.PROJECT#: 05B326 ATTN: Tony Malo • DATE: April 27,2007 ADDRESS: P.O.Box 1356 PROJECT: Rock Ridge South Lots 11-13 Anacortes,WA 98221 PROJECT ADDRESS: Oregon Ave.-Anacortes STRUCT. ENGINEER: CIVIL ENGINEER: Summit ARCHITECT: CONTRACTOR: . Welch Brothers PERMIT NO.: Inspection Performed: Time Onsite: 9:00 Temp: 55 F Any Deficiencies Noted: ❑ Engineer's Approval ❑ Other ❑ Contractor continues placing shot rock from other sites within the subdivision, spreading in 12 to 18 inches thick lifts, removing larger rocks and compacting with a smooth drum,self-propelled vibration roller. Fill is well compacted, firm and unyielding. • REPORTED BY: R.Ross,P.E cc REVIEWED BY: Brian Steele,L.E.G. DISTRIBUTION: original:client amalojr@earthlinknet cc: ysk@asummites.com cc: welchlog@welchbros.com cc:stevel@cityofanacortes.org cc:steveb@summites.com cc: dwalde@cityofanacortes.org AM ruvlts vpply ordy to adtal iocativvs aad ta:terials tetcd As a menial prtateeliOn to diets,the public mai oms.lres,all rcpartstae submitted as the confidential praperiy or clients,aM authorization for pobG©tioa ct statements,conclusion or maraca from or regarding our repots is resell pending our t eilt=approssL Corporate Office—777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 1710 Midway Court • Centralia,WA 98531 • Phone(360)330-7926 • Fax(360)330-7946 2126 East Bakerview Road,Suite#101 • Bellingham,WA 98226 • Phone(360)647-6061 • Fax(360)647-8111 Website Address: '_.;.,. Rev.C Materials Testing & Consulting, Inc. Geotechnical Engineering• Special Inspection• Materials Testing REPORT OF FIELD INSPECTION Report 15'13571 CLIENT: Rock Ridge Construction LLC M.T.C.PROJECT#: 05B326 ATTN: Tony Malo DA tE: April 26,2007 ADDRESS: P.O.Box 1356 PROJECT: Rock Ridge South Anacortes,WA 98221 PROJECT ADDRESS: Oregon Ave. STRUCT. ENGINEER: Summit CIVIL ENGINEER: CONTRACTOR: . Welch Brothers PERMIT NO.: Inspection Performed: Time Onsite: 1 &3 Temp: 55 F Any Deficiencies Noted: Engineer's Approval Other n MTC returned to site today at request of contractor to observe continuation of placement of structual fill on lots 11 -13. 16 loads of rock was delivered to site from elsewhere in the subdivision. A cat spread out piles,creating a 12 inch thick lift. Larger rocks were pushed off to the perimeter. Rock fill was compacted with numerous passes with a cat 431C single drum, self propelled,smooth drum vibratory roller. Surface of fill was firm and unyielding. Plan is to fill to match grade lot 14. About 3 feet to go. --- REPOR1ED BY: R.Ross,P.E. cc REVIEWED BY: Brian Steele,L.E.G. DISTRIBUTION: original:client-amalojr@earthlink.net cc: ysk@sununites.com cc: welchlog@welchbros.com cc:stevel(c)/cityofanacortes.org cc:dwaldeRcityofanacortes.org cc: steveb@surnmites.com All malts apply only to acaral 10C40.10.-5 and 11.ktfildS festal As a maiml psoixtioa to chats.the pubric ouraclias,all masts arc submitted as the coated...Da' properly°fat:"and anlbodzolidd for Pcbi.rdinn rrllalroot•coockatkats or ortrctsE."or aaratdtas.or reports is marred Pending our Imam VP...W. Corporate Office 777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 1710 Midway Court • Centralia,WA 98531 • Phone(360)330-7926 • Fax(360)330-7946 2126 East Bakerview Road,Suite#101 • Bellingham,WA 98226 • Phone(360)647-6061 • Fax(360)647-8111 Website Address: - • Rcv.09105 ----------- Materials Testing & Consulting, Inc. MTC Geotechnical Engineering• Special Inspection•Materials Testing lit REPORT OF FIELD INSPECTION Report#F 13569 CLIENT: Rock Ridge Construction LLC M.T.C.PROJECT#: 05B326 ATTN: Tony Malo DA'IE: April 25,2007 ADDRESS: P.O.Box 1356 PROJECT: Rock Ridge South Ph 1 Anacortes,WA 98221 PROJECT ADDRESS: Oregon Ave.-Anacortes 8TR-1.1-CT. ENGINEER: CIVIL ENGINEER: Summit ARCHITECT: CONTRACTOR: Welch Brothers PERMIT NO.: Inspection Performed: Time Onsite: 1550 Temp: 60 Any Deficiencies Noted: LI Engineer's Approval El Other n Called to site by contractor to observe placement of structural fill on lots 11-13. Shot rock from cuts elsewhere in subdivision being placed, spread in 18 inch thick lifts and compacted with a single drum vibrating roller. Rock is 12 inch minus in size with longer rocks placed at the perimeter of the fill. lst lift placed today on lots 11-13 well compacted,firm and unyeilding after several passes with roller. - - REPORTED BY: R.Ross,P.E. pa REVIEWED BY: Brian Steele,L.E.G. DISTRIBUTION: original:client-amalojr@earthlinknet cc: ysk@sununites.com cc: welchloggwelchbros.com cc:stevel@cityofanacortes.org cc:steveb@summites.com cc: dwalde@cityofanacortes.org All rt.:Au:n*1y an}y acord law.tiarts=al coat.inla tc.led.As n andtral protection to clients,the public/sod corselvm.all reports are subrnined as tin,Pafirintialp for pirblir—tion cf nenemenig.enneln.innSorc1,.ns rm.or MM.:ling our marts is t..a.-eri pending our written appro,31 Corporate Office—777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 1710 Midway Court • Centralia,WA 98531 • Phone(360)330-7926 • Fax(360)330-7946 2126 East Bakerview Road,Suite 0101 • Bellingham,WA 98226 • Phone(360)647-6061 • Fax(360)647-8111 Website Address: Rev.09/06 Job 61"Ty °'" CITY OF ANACORTES Title Nv Engineering Dept. Calculated by DATE 360.293.1920 gik(? Checked by DATE 37Z0/ Sheet / of / SCALE �j` II II ' 1 ' 1 ' I I I h 11 --MI • 111 - ? 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