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Permit File 3920 Rock Ridge Parkway
l 44 W 1fl2,2T Y.Cr -- .zP 2- s',� b cgs tax WnridJnn;dgfednd mar- T..' .,.� . ,��-/e: rr u ,,r�,. eP•=MTrlftft - _ =T y� - 112sa1at3o•oc mnlnualovetlHuairyr�tnns ". __ I�`��//f! ula.lyp.lhrca9hcrit 1r �//1Y ��I �,Yair I4 �R ygodde till hrdedy+Mi'Lry / � ` - ?. :i T�' �� �L rt[t It �`' -_ •l-11.':. _.... -\_ --,_ ulldef9round rawer ' a-muxh 1prolecha,of xd4mont / // rli�t� - .1 ---- NG I bacN,ll lrr?x depdsilionbaetxnl arws // // r\ !Jg'F10n�E¢r5 dv4 ., - -- - _ -- - \ .�V �� walaur,g dasm ncm, /'// /�/. g l ,� � ::S'�5,�,;5.�:::::'�: ti ' `�=Sr rR �� �-a r 4 '�y..�ct• y� LS► �7 @ �"vs ..:4.1 'i.c.- // / :' ,�,•�:•J ■•.'aL.7.••r1R:J•Slw:J�I�.r a ; r t n.S ::.�"i . - C� / / 9"• ::}�':rR2::.l�lr`• ,��r.. 1;;, eadslnm�lsb,�P�drec I :CF: �II- .�+ � /// / g ;:,;:,, .;�. m'valu eid{... . 1 // "ZI 'I ! gvMeslfiiance;;l>ece..ry/h .:!!:' - el buds boo from tap erz of E2 / . rl :::�.:.::' ;r5�` ::: :: ' .'}LC il: v a$ / // 1ES,r.. .,.,';:� .;�,., �;.;•;.; ,'i �`.�'. � MtpolerLm of sedmanl - �t Hall aloe Mating shrub In N,ov /// _ j r �,� . S�IRY}:• ;:�:;..,.• ::S�LSi ti.`'L�•:•:•� ;, 11 dep¢sd'°p Is Inuit-mac �' -I III I1 pannngnme-remwennarglaea / /jay �� ,.,.,.,.• .t......:::.,�: .•r �:� Underwood & a beatad bore cam etel !r'J •:°:•: •p •:'s. i I. 'P W Y / // x Cn7 -i l Y i i I�I I I I 7••r`:�:'',� T :i' ..�a �°E' �I - �r'I / �i � �'I - .'SS�:E.E.x.'• a••`:;iEldi,.'1, :1. • Associates, II _,�hIIio-a. // .;: ;:;�•��'•';: 1:• p:•1 1 a;O r. •�Y0i•,.•. cimJ C planting the n shall bot ball ammnnumal / ��� ::i •'�'k6L.��..F.�..,,' 7::7:p:7; i;•�:i!:; . ri,',:;:i' / c3 100.5411,strccl twice the met Han width and mrta // %/ rti•• ..L+S11a.u... ;tijS' ..[. ,r I I;:1 rY$$�� .,.;a•, :`..�. nisi non diameter :�}. •,•: �` a'p[Er :�:�:` 'G�:� °•'`' /:. anaco,les In Ion Bs21 the rem ban depth / /� I)4 Len rti i.F :EVI$117•4..•`•:G;: p•��•1�`;•E:1 'I• . ,riff g z ! / •:rl.- ': :w:•. . ..J . •'.'i: •;:a�,:;CI :�::�:';�`:,.�';`:'•,,:;:;:,:;:�:::�%-•'SSLs,�..a,, .-j�'- - t�•� � abossa.oa71 / , / f l :;[{iiyeF..ipla ....r.r • ...!';n, r7,:•• .,.a•,•,r.,•,a,.,a,.,a,•,•,•,eiarz..-4 Otree detail / �p:; _..;; : ••-• :-: :::� 11•... •.:::•:� ::;: t. m 7 (( f / (f (.`i r ! :�:� r i; ; .e„r:.41.7:;-.L:l I.•;a_s1:e:;: • 1 I ea''•� ��I-,U, ,;�;�;:i;•�i�+ r =_�� •• ::•: :;Si=: driveway, mike vndanvood,hlA ��,,� NSF:": •::R ! •I �•�.yy...... e:, pill! :7'�f :7Ci;:�;i . � �} }1r4„-1%0' I i I i I t.i't I !�I ! •:,71;Ai 11:11719FErra.. 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I I I l \ I I } 4 1 1 1 I I! .•.•.•.•. tit:''''.:•:;.R1:2 !. j.......,....y rig �/ -- galal36'o,c.-,O` I I 1 I 1 V t I I + ! j erV sus-4-•!•''':111.1''' �' ..�.• : . ,..•ia; �� I / I tmende km1 t l 1 1 1 1 1 f{ 1(r yr� r,� A -2-'441;: o ;e R`{.. • . ..,r 11 I V 1 1 1 \ 1 I I I i V P 7-17;1 :1:1:I \\lt \ 1tf . a�Brg : oI1t ( � / iI • • Inlir 1 1 1 I 1 1 It l t i l I l l tf t} VI '- - lieploi.S::S':u: u••tit•' I ,-/ later.yp.woughat y- I \ J 1 f I I I V I 11 I L I + 1 t 1 I I}f 1 t , :1421.i1: -•;r,•- I o..':': '�1.:I!:II .:•.""A•:•r•„d - .1: ..:,,, :.O a• ' I\I V tl I 1 I I t l I I V 1, I 1+I - r - r: i •: wily,;*Na .: .S.._I,.,91.41 r ys•• ': �o-� _ /," l apor I 1 , I t\ I t I t I 1 } tip- - '.:R•. ��.5 .1 ar :•.Y. .�. .•. :k •: ..r.•ti .F.,n. n 1 i I f I I !+ f 1 1 1 1 t 1 } 1 tt \ '�' i ...::: .. ....7i .:::t7,�r•.:• �.::::' ••.. aloe: p.,. ::.:L: •...A..rti i= / 1 / i l I 1 I y„ _IF:.- ::e.relA L'S::::.'.::::an•••:..:;....:.:.::.:::S:S•:•:r ., -. t _ I I I i I I I + 1 1 \ \ \ \ �+ `°. - _ •�•`--'- ts:.�_:y:a..••- . - - - B „ t t I `l l t} 1 . \I 1 i t I I t 11 t \1\ \'-`:� _,a�.� _• \ / ! 1 f U : ' '•- ti.., {, .h a 9 v,n■� f1 II I + I } 1t 1I Zr11 Ij i \ \ \ \ \ _ �- _ _ - - _ _ ■� I } i i + 1 t } 1 1 t 41 I + I t 1 I IL' \ \ \ \ \ \`, ;� ‘ \ ! r L _ _ U. t I l , I ' I L� L.I LJ ! -\ \\. \ 1 i randomssed landxapa /fa AIMGlrEt e•ck=aMdal the Mimi-beefy you �'c noNlas05 II e'call helgeynu P 17 FAB 515.60•E I,d�F7a5 nIOlglgvl lttla¢9ak IGg•to hWauSrllres In pugs ROW saes• S. 5. O Al - Site Plan k�% 3 1rs„=1,-oe Landscape Notes: Stormwater Management-Summaries of Minimum Requirements 1.Any dsu regencies dlh the&wrings.sect.,ander sue 1.Access Road 3.Protection Of Adjacent Properties See Co Stormwater Management Manual(2014)Volume l for Most projects can comply with this MR by implementing full ecndaleaa shall be b,wl010 Settle attention oreoo architect complete descriptions of these requirements. dispersion,a rain garden,or downspout diversion BMPs, Most Of these Prior to proceeding Mill construction. Construction vehicle access shall be limited to one route, Adjacent properties shall be protected from sediment stormwaler management techniques do not require an engineer. a-moich unless otherwise approved by the official. deposition by appropriate use of vegetative buffer strips, MR151armwaler Site Plan: beginning-construction. sediment barriers or fitters,dikes,berms,or mulching,or planting remove ens Site plan to show alit e siorrlxrater features to be constructed. MR6 Runoff my applies a878 Register-Alf TEC lamp pockte removeell Amvelsmuchmu road shall he installed whichwill bye combination of these measures and other This MRmain applies whensq g a.Fla bca,lona once be 1r051tormainly pp parking areas are 5gRU R or rester,or ARCHITEC pate remove as much mud and dirt hem the vehicles a5 appropriate BM}"s, m�allan need locations to.vela any conflicts. see ConstructioneSW Siorworksh Pollution Prevention Plan(SWPPP): lawns of 5O06 sq ft or greater do not allow infiltration. watering basin berm passible prior to entering the public roadway.The See attached SWPPP wofksheet. a Landman°contrav>,.err so twemrble foram effectiveness and efficiency of the removal shall be le Co Ltldrael G.u reordiee0en With aulka-..u-..e•re rarma m accomplish The purpose of runoff treatment Is to reduce polluianl loads -f satisfaction of the official. 4.Maintenance Slated Weshinnlan 'II I ., , ,r Ii_I I' planting eeeteuons. MR35ource Conlroh and concentrations In storrrnvaler runof(using physical,b101oglcal,and ` !! s.Where enrana snap,a'ne-cwers abmcuminn,cearko,ana If conditions are such that an Insufficient amount of All erosion and sedimentation control methods shall be This MR mainly affects commercial and Industrial land uses. chemical removal mechanisms so that beneficial uses Of receNing 1 II- II r cWtanbasm00=010 oo oMlagdlelonwst,aunaar,om maintained end regularly Inspected by the permit waters are maintained and,where applicable,restored.When site material Is removed from the tires by contact with the applicant in order to ensure continuedperformance Source control BMPs are required to levant storrrnvater from conditons are appropriate,inNVailoe can potentially be the most III, 1= -ii= 6°mc' aggregate,thePresshellbewashedpriortoenteringthe pP q Pp° r Permit Set -ill=ill,---' B.ianae5 drawing le schematic one actual locations may public right-of-way.IfvreartrOm this process shall be during the like of the countyn building Inspectors torsmthout proper coming into Contact with pollutants.Those scud Structural Which arelisted In affects BMP for runoff treatment Otherwise,an engineered stormwaler wary doe m tel Irdeatton,drainage pipe,or aerating directed to a sedimentation pond or other appropriate maintenance,bnurcity building s project a may Volume IV,include source cOperaliontrol BMPs and Strudural5ouree Control facility will likely he required, ground cover detail eondI ana suspend all aulhortred work on your project until MIN.Structural control BMPs should be Identified in the Project name: ® sediment trapping bmp for treatment prism,release to corrective measures are completed.} stcrmwater site plan, MR7 Flow Control T-pednrao all plants at of planting Par manufacturer the public storm water system. This MR ON applies to projects that dischargesic rmwater Pryor- Rock 1/4"=1'-0" mrammendaoenc. Y PP P 1 5. Unusual Events MR4 Preserve Natural Drainage: directly,or Indirectly through a conveyance system,to a fresh water Ridge Lot 9 B.Comb-actor to avpya prxemaroont wood killer to all The entrance shall be maintained{n a condition that shall Natural drainage patterns must be maintained,and discharges from body.Projects provide flew control to reduce the Impacts of stormwaler planting bed,per mmwramurees recommendations_ prevent the racking or Row Of mud Onto the public right- Any adverse effects of increased runoff(unusual or large the project site must occur at the natural location,to the maximum runoff from hard surfaces and land cover conversions.An engineer Is of-way.Periodic maintenance of the entrance, storm events resulting from land distribution activities 9.enortopsos to be distributed lhreunhoet-to be sl@gu sons 1 9 extentp eiieble.The manner by which fedyes discharged from likely required to demonstrate compliance-with this MR. planting mh,water end tamp a equal, the removal and replacement of aggregate,and cleaning shall be controlled by appropdate measures as soon as theproject site must net cause a significant adverse Impact to n"`- m rameua EI,nocxe1ses 8 P Vperformedor repair conditions trapping as cected shall the possible.Additional erosion control measures may he downstream receiving waters and dews �;, 10.Top drawing be anaEa Soils compeer or equal. ggradient properties.All MRB Wetlands Protection � � a'•mubn as conditions dictate or as directed by necessary where your project is located adjacent roa carrells require energy disslpatiOn. This MR applies oMylo starlyttyater discharges to wetlands,either It.landscape cent/atter to coordinatemm dirt and grading off cta'. critical area. Project. 2U14O6 • tenna basin berm contractor Io allow prop.,material nelghte. directly,or Indirectly through a conveyance system. -n l"" If your project will utncencale lunoe,you will probably require an Issue Date: 3-11-1 U � - -f�,-� Sediment tracked onto the public roadways shall be S �;�� Is,Rai ncarden Malntenan.and Survivability: engineer to demonstrate compliance with this MR. Wetlands are Intended lO receive the same naval of protection as any el --1 I rya' -HeneQar teblelc-Y'Sdepth cleaned on at least a daily basis, other waters of the state While It is always necessary 10 pre4reat Mulching.,+,•'♦a•ml pram rrW H.O..22e'IMe1r add -III ,r• -i pool burlap Hoak from Op SR of should be<.'s's.1 a°:aslbeFy.,we ereett Hwme,cud MR5 Dnsile Stormwater Management: alnrfrrwaler prior to discharge to a wetland,wetlands may Sometimes be �I-I :f 5c�• III- sot ball after ptaelnn anroro to ralru,wntr,x�.rvwmal an,xlw prate Pre.een 2.Soil Stabilization This requirement is Intended to preserve and utilize natural drainage used for additional stormv'ater treatment and detention.An engineer will Site Plan planllng bole-ramelre llbelaidea Mulch area along lha elder a,rd behgn of the rain ga,den �G -I f 'Y' q or Heated burlap completely Marntam cmver w prmecttve,om;auoaavons,moro a RI exposed soils shall be prevented from moving off-sits or systems[e the fullest extent because of the nierosion multiple slormwaier be requited to demonstrate compliance. `f Ir I III III- wr,cennated nor'of ureter onle,a,alit garden from 1 benefits these ilia discharge to and to prevent erosion at and r? ' 'rI 't l- ���1 1-W ,ware. vpe or. onto natural or artificial drainage systems through suitable ri - fi l planting pit snail be ammlmum m application of bmp's,Including but not Ilmtted to sod or downstream cilia discharge location. MR9 Operationapplies &Maintenance twi-ca the root ban stain ana twice 'ro establish ahemmy,ael system wated�le an essential other vegetation,plastic covering.mulching,or application This Mil applies only if you are installing permanent stormwaler fadrities j b,a scot bell depth reyuiremenr lee the first 2areore while ciente are nmrm of ground base on areas to be paved. Inadequalemaintetptepnsacommoncauseeffatluraforswrmwater `+ D 4 mabrhea.Prevent over watering whwh mayrm plant rate. facilities,You must prepare a maintenance manual including the +1'I 1 ..ati y, water Ernes ehou'id be limited to early morning el late erenleg. y maintenance schedules for each BMP.Volume V.Section 4.6 includes 1 shrub detail Keep urn garden area free of weeds as they mayrmpeaa Tesc Notes Stormwater Management schedule of maintenance standards for drainage facilities. Al .1 {.{�} plant growth. 2I LI �� L t f 1 i{ 914„=1-UO 1!4„=1'-U O 9I4^=r"U„ amnmv.�am ma r• • • RECEIVED N 44.00° W 24'-0" F " [ i c',,,! 102.27' togarageface �— inllic NCIINEEFIING 1e • ' i •:,,ei 11 . .- ! ni / �;,,,..1ctor to verify utility locations • rya=.�•- - -_=r= .��_- ., .i1yC. � ....„... _� E i t i, zwit ppWqmow \/: ��, `{ d J r — — r .x—� I ..� - . .._ .. . _ underrfroi i,ci power r r l �. i �' ' ),k, PryorResidence ■■■■"MI ■■■iiiiiiiiii■■■■i■■i■■■■■i!■■■■i■■■■■■■Z■1llijl x ,I requesting driveway IE■■■■liiii■■■■■■■■■■iiiiii■■■■■■■■■■i■■!i■■■I�ii■■i/1 1 yramp iI�111�iirfl�.i�r:r:mrmiu� EMMIIM ::r::r::`:Mi'MPRE:`' u " t extension to property Ilse i 3920Rockridge Parkway ■iI►\� iii!■■1■■■■i■■■i!i!i■■■■■■■■■■■�■■■■■■■■■�■ � um ; ■ ■ I■■iiiii■■■iiiii!■■■■■■■■■■■■�■■1111lii■■■■■ti i�■irl 1 tie d.s,into existing public ■ ■•;r�■i■i■liiii ■■!■■■■■■■■■■■i■■■iii■l�ril■is i#GiGI, stormwater system . 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NIP_ Aiie 1■■rIUMMM�1�■■■IMMI■■■elri■OMMMOM� Ir ■■■UCMLImg 01.2,11 — ; ■i�j ■■■iii iIIIIM i■■■■■■■■iiiii■■■■■■■11i■amit ,, . ,w iMPIMMMMire■INI M■iINIUM�iI#iIIIM M EIM1111011r■iriiewl111)M1-EIMM ! `3 KEY O ,�l K I I O ` t 1 \ , Of l - --Q� x 4 Dogwood Tree-various variety / / / I 11 \ - - \\ , 2.-0 2,1)ei-412-1,c)q si Pia.e.A-A-1.044 . sue _is-a ,Aa 2-757 4-1if? 14'•9' IP•a 37-2 • T 2.2 4.V t5' f-P • AP_.• pra.10convelnpdforift � A e T general sae lobe - - Q �-;� dakpdnndedby Welled meet •� I cal/ E 3.V IIVI as I 11'93'!'© I ml : o 1 ft i4OI2 CbSet �� I', CGUUAa.i \ U 11 I_ C3Guest Bedroom an '' Guest Bedroom 1 '�, 2 , O gi — Garage coo, � 6,r:, lam ,• r , II` - © J s.a.� .-, e,a. 1005 dlh Street 7' 2-a dig a-a ` N boxed 8" 7-a a'a F.P ...Mrs,360.588.0471 n 98221 Wow ,o o .;art © I M o I _ mike undonvoad.Alit �m mono— —� t t t - _ mkc�undcr,voodarcldtaetruc.mm I� I -j ul III I I 1.,,.- - y�]iki f�i - _J.-{--xF__ � � �_ e I I � nl �I� -_ ��Ir —u .ni --- ____ _ I - � Im Froor Planrdores: ggt �' a �� 'N 1.All noel cihe are to(ace o(slud -provide gaoslub kr bhp ®' Ae'rartgfstwe wl d:._ _ -,jp ,.. _, I Cfpl yunless noted otherwise. 'r1 ,OOshnmin,hood �:C Ja �y,� ll e.v b r-o 17 €� Da I �l \ �- - 2.See foundation plan roc additional `` — Q Framing notes. jd �� � Ds � I �I �9 ®' Salella�-- jli,®l• aLl k . 3.NI ederlor v2Ns ere 2x6-76"o.c. gl ��� r,_ -'®I � - II ao,) - Siuds unless noted clharwree{u-n,o.rink �� �- � � �� _.� -.- 4.All inferior ad'Aicnsare 2x4-1G'o.c. 11 5-0tubrshswer• �I �l�l�__ _N�' vem myer � � Studs unless Holed olherv'risa. MIMI b 11 . - l4_1_,,__ ee�da PI f . I, berldJsloragdhcoks IO� riff , r�p - 5.Provide backing In all bathrooms for �� 2 «°6� I. towelharn,teileldispensers,medicine i�—e0� .C: ` tWnlErb e:I Bs s31 hall Mepdwm step caw -bill IT-sin y ar z.r LID 1I� ill cabinets,etc.Coordinate with owner for _... , ��� I bar 3.V s.P ?-7111' 7.ff 417 7-V f 11'-84 t ;II' X' locations. .. P D3 '-1a • ti-/, 701" ,O7 l—E,emend: II/I Exhaust Fen-vanliaoulside- Tu_�a_r F� 1:=1 j � �1g-sld - Q\ LI See 145 8146fsp1 �� �� �,I,:I'.4117 6cn,7 SD Smoke Detectorhardwire j m / I , a' e connect all detectors and -• 'fj 6 pantry 4 9 .notch` - I provide each with a battery illy i, -• :. - t "\ backup-See 1041sp1 xx .:ps and handrail to march l ! n - - I 7 I �See spt far keynotes r main deck and rdralls A � I 311l1j �f --\ �•.. . •.,.r. l"n.VW:':^.ems'! 'S.iwrti�,.�� .�• .T"-- _a! :.�9� r. _ -f CP �1 _ _ �,ll.:• _ _�[ -_ _� Ill Q I- �fetj hL `.J Q al �-a •, -} 1` 4 36'tJgh stone If xxneera19s1age %-a 6,83,1' 7.0' 4111' a tl Ia a3'A' :Ili 11 1. Viliti:' --) "P"'"- � a A.917- lihragEllIC? .,a , I II , i a< slap dam 1178 wlxT rg -} 1 + Q ,, s.a.within 1Z°' entry foyer highest pool fr cellf>lg �. n• sa 11 1 . .• 'ter o.endeg n sleaarwedm mn 0 Permit Set -revised CI 1I optional-rabinetaccessfrom 5-23-?E, 'MI" C:3 II lrvinsinsetoserverer suit) ' - - Floor Plan Legend - __ r'e 6.v instead of ewer cr soils zatYry 1 r-- hearthA �� liall ® Key Value Keynote Text Project name: H_ ra hniar000kOdom - „ Pryor Rock • CI '�1-.._�'1 r•�� —_ I I Ft•�3k'm j: I-a a_81d, Q A03 Guardrails:36"above adjacent finished I Ridge Lot 9 II salver '� floor.Space uprights so 11ak a 4"sphere 19 - - �_I�- � cannot pass through the guardrail plane,A" 11 2, ` ® d I , min.between floor and bottom rail. 2.r a a.a A04 Fireplace:gasfireplace-zeroclearance 14 © ra9rtg as selected.Install gas fireplace with Project 2014-06 ® Adig e,a.® clearances and combustion air per Issue Date:5-19-16 -,- manufacturers recommendations and by ® m - Rom, code. 1731SP Revisions �. Q .I .I 4 4t5tto a A06 Slone veneer s, have Al2 Disappearing stairs or 22 x 30 attic access lb. Dale Da,o(tlon 11130 Master Suite . ,. -handgdd giasseurropnd panels with 5/6"g.w,b,cover panel and 5 5.23-16 deauelatby mwmouedI Pa army rorn i - -udt .* provide whealherstrip gaskeling-see bluff 83/SP1.Provide min.30"head clearance. 0 5.2346 revised meal bemctd Mr bench- Llse plywood dams to conlml ceiling 7 5.231n revised guarmamdoaela e o rorlunueteeet Insulation as required. 103/SP1 d 5.3-16 re'sedlrWrItef-deductpopder roomIl - •' Utubpla0am A17 Garage Door rating.see 407/SP1seas Lull of moving nofilam into E01 Smoke Detector-hardwire connect all reduce al a m detectorsandprovide eachwith a battery 10 6-20-16 delgarelge r wap-move dour back}luarl to , It all o ns1 ' 1backup-See 1041sp1 - I __ �t. _ M06 Water Healer notes,sea 129 la 132/SP1 rill Q M07 E4xhaptFun-earl toaulsida-See146$ ll bench ��� "' M00 Clothes Dryer,see 14415P1 Floor Plan ■■ . ICI eh, doultee5Pme91 �i ' b-rt O T 2�9 � r-e 3-4V4' Y-a Y-a 7-6' A3- Main Floor Plan ll'•r , e-a IT,a 114"=1'_0" Iz-P ar-a A3.1 5 V 6/20/2016 25703 rm dauMP$Wds andrr double harm Muds on AS.T glms66asses each side of e451d daft,sties under Odes trusses-pp. • • 4o3 IIIN2 hdr III pl k 4 I Of-21111*(1M ' ryi8dfhl hdr AaG dt d2 hdr. C raof7ilfi'sh -use arts at .�\_ - ._.,._. _. oe . tg- sagas-1rna1d,5:aaseaadgaspzsrlp III . ' = 1�t. . I V I■ Roof Type I■ le-- M } Z.e } Ell / I■ IIIII gads was I A = .I UND e I .®� 1 -- loos ds,slreet I. r I .I anacorl oosd bluest 98727 ''� , , — I - a6osas n97t a l r2 mike 60588.0471 AlA .r.':vlTdrgl beam oilui , _ 1 1' - - _ ells ■ mike�rmderneodarchtkecrvre.eom 6.R lucsar d I , 0.12 CI 3•!12 I s'f IT L ECCLRDah525 = f _ _ 111 a IIIII a' ' �ti II l= _- r-h I II r I �a' ill •_I71111-'11 Ell t ' . II tII ��� I downladder p '_ ._IIII0',---. �� �.��QI!_�C _-. -- -- _—_—__ - e pnnidentialcarpositionroofing LSTA1o@a9'oeraftsmranes. Ae2 i , ~I I 1 \r- 'W:eal0 tlfh2hemn �'L___ ___,._ - li\ I I 2a12 dCk2rooiraflere at2d'a.c 212 hlalangbetanenrzflers I III I I H_�I _ _�— OaB sheaing xhh'F7 clrysal IIIII �- iv ` , 'apP 1 _ R36h1 hde :21- _ I Al 4 I 1 r68:6e1D dfh2 baa ` - Ilgpssrhedule _• _ hahlr'ndaban_zi /_ ■�_ it I` I [2 4xe d{g2 hdrlyp} h / - -��... -1 :��. westering Pehu a Wnae MW i�1i■It �_, l _iN1 .. .II mk -/•• - / _ ] ] . 1s8i8gaedar -may tir4Purhm meaachfag El �I m perpindkdlalovra! snpmnH2$aelexniaAer , 1=eCCr_:uatS —I' .__.I■ �I � ®am-ala.Aedaz ��� _ — — —.® cedar xspAed beam TrJ: — - —— 6• �.' � _ =4a8po _ — _1 .&�'' 4I --p I r 1_ I _I �/ _P O Ridge Detail _ slx64 hat O 11 'I'_V-0" !nl•.i1!^• GM ' r.r525a11,6754Lbeam\ -L _, 1 r67a:6.25x11.e7d 4Lbeam �= _.., N pesldentd camWsl1on rowing t dll IL IzjSn-sl d al Izlb, saapOr: _ _ a IIr n'�n '^i9 n ,,-1,..E CC66 uns ated wnle aeae azM mrimg.www.risx 2,12d fa2sao1reers at24'ac. T l I warming Pxtruss S4:Ba=rs:e.,lash rl4:5.n.:;s•.s_.. frrfI1 nPp f ad edrpde 1 111 I manuhchyer I xilh ceiaval sr.' ii IR 2W sub fasda roil hefghtvenledbloakirg '1.1 lki j` HUC6& 1 �9 l ep L . 4.zf2' �1 n flashing end gals mpeinad is ar .. M Is I M courier Itaskrg led pains N ahacht8g 1 1 m 6.25r626p., n1 art r �.r;,i. '' cons metal gutter r rvl„ $ $SIP of rs2e5bfa ion Ank ., .. a-. ao.. e,: _.d' .� --jai—! - + •r:-. .:. '''C 525s5.26 rot:5251f11.975 Yt16 IMO EMI 5,;P,P n:xa I '�525a5.26posl_. . ';aS 17 52d4.�dN'L = 43rtl6Zposl� cedar goiter a 1a6i6goederpapindin9a'tov�l VW 1 �� zriz4tR2raMreAasal2A oa. = I'f'Jlill 1 Imo , a` Permit�.,y g,.��[ I 11N ?xlacede la la Ir1 edrtrszeRea lgh density hatllnsaa5aa 11a Set t I kyiedI� h 14tdgaaderperpinftlalawalvi2' ddloppieiee SSrpun1-25aalexhfaller 46 1 rbA:S:_^;=v.push rdA:s25rs SV�beam I�� cou5rueus ship Vent Glop of wall rid,Ipe.dmafiansheveled'20-riot la Np plelee vd led ela'ac.• xttlruPa„_5-r _ CCSsattanheclasapdon,hYdsfrwulh col mdenroml Project name: gush and aleEave Detail �� Pryor- Rock i- r72,hu'sNd on -121by �F�- 'Ial rI�� " 7 ® Simpson ABC at as. . 12,6osludpes rpil H�6& ,,,=,,-v, Ridge Lot 9 —ems..; _= . —1 ''-1--IIP_ .. _ S 12th.LLsludp,. .i______-__-.•'-1- -:=- __ _I_ _2 ,:52 VLEush' II III RoaSfraoaui+fJyyates: ROCP:veaS'S�5'Fsee__ti_rR�: _, / J- Jill a-r II iHtltcehlenRaem revisedhredused roof framing 1.La}nrt Shwen Here Is For 1,512'Mod Shaalhing Nailed With Sd's At _ J u _ _ SchaTrd41C QE5x3n Only. 6'O.c.Al5nft 5ded Edges And Bd's A110" _Project: 2014-08 I►� 1■ O.e.At Intermediate Flaming Membero. issue Date:519-18 II- - J= 1_ =J= _ L'_ ]= I. - 2.Manufacturer Shall Provide And (unblocked).Face Glaln Perpendicular To Submit Engineered Design To The Supports.Use Metal"h"Clips Al F� Revisions s // I Building Department For Approval Prior Unsupported Edges. As.f ` _ _/_-__ _ _ To Fabrication And Installation. No. 0515 mow \! - use 2.Provide Diaphragm Edge Nalling Above 3 5.Dses dodos Woo set 3.Provide 2x Overfill As Required 8 Rg Exterior Walls,Interior Shear Wells,f4ip 7. r I `� name Designed By Truss Engineer, And Valley Locations. •a - - 4.Al louse To Truss And Truss To 3.Overlay Framed Areas Shall Be Bulb i Beam Conneclors To Be Designed By Upon Framing With Sheathing Already loser ueat per i Truss Engineer, Adached. hiss manufaah ref 1 - % ® li 0 3 5.Typical Roof Pitch=see plane 4.Provide Solid Blocking Between The o, Bearings Of Every Rafter Or Truss And A ° m B.Typical Truss Spacing:,,, 2'-0"O,c. SimpsonH2,5 CiipAlEveryMember.I7.Typical Truss Tailso.n .-sea5.ProvideABuilt-up Or Solid WendRoofFraming �t ...._ _. - _ plan Column Beneath The Bearings Of All Gilder- Toss,Roo(Beams,AndFloorBeams. Pian4a8 at , 4 edriz hit Ax6 of 2hd l tRoof diaphragm(sheathing)to be type"Crr s.Provide ah hashings-gbs eras, A / _� V sidevrnlle,hip,valley,etc. ensure B.Align Stud Wall Framing With Supposed f - weatherproofing. Trusses,Rafters,And Joists Unless Noted Oupper roof framing plan 9,Provide cricket framing as required Otherwise. 1 far positive drainage A4.1 1,4"=4'-0" 672ns416 237:01 PM „r IA k CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: New Single Family Residence Location: 3920 Rockridge PKWY. Owner: Jim Pryor Constructed by: Kreider Construction Building Permit#: BLD-2016-1113 Date issued: 06/14/2017 Use Zone: R2 Dated: November 22 2017 Authorizing Official: 0, �,--7,--z____----"”) V.,C,�, C? <:_ City of Anacortes Invoice/Permit#: BLD-2016-1113 904 6th Street 's Applied date: 03111I2016 P-O.Box 547 Issue date: 06/17/2016 ' , Anacortes, WA 98221-0547 Expire date: 12/14/2017 ��I�ir• =x (360) 293-1901 Job Address: 3920 ROCKRIDGE PKWY Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: Aviv: Remarks: New single family residence constructed er approved plans. Owner: JIM PRYOR Contractor: KREIDER CONSTRUCTION Address: 1317 PORTALIS CT Address: 1010 22ND ST ANACORTES WA 98221-4049 ANACORTES WA 98221-2521 Phone: (360) 588-0471 Phone: (360) 707-5588 License#: KREIDCI024PE General information: Fees: Occupancy Group it-1 State Building Code Fee 4.50 Use Zone R-2 Sewer Inspection Fee 50.00 Lot Area 16486 Storm Drain GFC-Residential 1,408.06 1st Floor Square Footage 3155 Sewer GFC-Residential 8,987.40 Garage Square Footage 1095 Park Impact Fee 615.00 Deck Square Footage 275 Traffic Impact Fee 900.00 Building Valuation 407000 Plan Review Deposit 200.00 #of Heat Pumps 1 Building Permit Fee 2,712.95 #of Bathtubs 2 Plan Review Fee 1,563.42 #of Clothes Dryers 1 Mechanical Permit Fees 132.25 #of Clothes Washers 1 Plumbing Permit Fee 167.00 #of Dishwashers 1 Total Calculated: 16,740.58 #of Gas Fireplace 1 Deposits/Receipts: 200.00 #of Gas Piping 1 #of Gas Water Heaters 1 Total Due: 16,540.58 #of Water Piping 1 #of Hose Bibbs 3 ,- ...a -., rn . -0 #of Kitchen Sinks 1 ,, r- ". #of Lavatories 5 ,~ ;fi �. 1.1, '. f.' #of Range Hoods 1 '`r. , ,_, --1 ': #of Showers 2 • �• #of Slop Sinks 1 n, a w a' e.i . #of Ventilation Fans 7 -r '; 1:.a -1.) ="' ,- #of Water Closets 4 " E:; -� - } 44 -' U -7):- yr ;t. . - r' . 1 a. a i. rn THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIk 180 DAT'S, 41 . CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK:.4 COMN NCEC7., =;1 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 ORKNOT 3�rRE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHEF r�STATE c k LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION, 1111 i1 rl 77 '..0 1 SIGNATURE OF OWNER OR AUTHORIZED AGENT ISS Eu =' --" ti A S iL-r . r_- pw n free 49 e W -tl-- -i �tlr �rcw«m xe�m . - �ax..wo.amay ;�� :::"`''' '-' odestradlio-..sr� � y :} _JLf i ;e- �� � r-7-- 4 ; '�?III / -aram.nw.ae,.r.ti..e.. ;;C'r: . ,,., - -' e .. .._ ... [ t _ � �1-ri '��^rc� iA, f t - f. --�, --•y tr,,.irJvmdrGPv& - �+,l .*1.,' _1-,� o , r 1 r �V,, = -� I an.mrw. li- Y` "NIF mm�_ II. � _a M ;xy(:-..„..::::::: ,r •r I r v:. 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',; 4.4 ,. �, t I's a js=' t % .. _ - 11/' r/' I ;Y,'rlbl„ '1 11 / ry r}•..'Gl�r4 e.9� -: 'rrieleryrrxxawp2f - „+ir"tii ..wove mot r 1 KEY 1 (/�'�,N/,'. r 1�f/ f/f• /, / p�'h'h'A'!rY' 5,i'i%i f_f r,,a: �•i DiwWiwv+wavlValdr ( / ' NMl.'xamlh.i 4,tifl}.: '_ \.1 (i` pII(,r(f ,i/ 1 /fit ,-4,,, ; ,lies 'l r :. .,,_' ,?....:........ """' -1,. 0:triLu - "` t 1,i1 i l lrlll, lr ll,yr Ir urrr /N'�i l, 1 /ti + t.Y1L5r Ra'a5V ..rrrrxrp rrxavavw- , l i, {{ '1 'hu1 il,j trlli y�,i r {1} Yary lYlrlll ��l y +!r I iauva ..,.,xmrurxawxr�r.iiiiii I walkway I S 1 l �'', lVl! r1V V 11,1 f�,1,V{I',!',1V V !r1 I Ir +"I .' J 1 F,.m'raunsm. nli ��ull'.L.,. 1ld I{li Li¢`, v hl,II I i.A It d� �. b .�:.. I ,...„:.',........v.......„. � Y 1 1 ,I I r 1, } .. ry r ter.P' trnri.,rir 1 r, I 45.. l t tVR VI Il rl Il ,l, 1'Ji Ill' 1',,'' ,(I V11,'�'if ly ll ll 1+ d `LY'N1f.I +,`�"''r'r' N,.. pLry es. '' ��' I-1�' YkLme°Icmw Nmnrou,w VIVI tIY VIr1'��1 I1'1 Yll' I r !r !rh 1,11ry1rr •Y'LGYr 41 �5 ` 1- `� I � rouw l I V I ! NIeNAYfI a'SrG4 Ir I 1 r�amcM Ill L p '!„a ,I pp 0 I r Y I r "T"'� - 1 IIl,l illy td j11 n1i 11(�II II/l r•,i,Ir 411 Pr/ -^---. t ,EE!b.. _.[ I yaMow.• 11ii a'9No'L_` 1�IIrrI t1hnu l` r , . . . _ r-,1 xi f a • 4 ^ t 1 __�+- . - .: ��11 fill 'l i l r ,l M f'' 6 r q '11 1-,� t'��-_ _ n to f t fill, u,'' p C' Il �f „i" ;}t _ _ `s� ,% "'�" aa.ho,,'tea t I 1 VlV , A1VV nr 1 l 1 ,\, - ._YJ'f5'1t ....... ._ _ -� f �"'C � t 1i r' ,�'LIIIl 4,'i r�1'Cti,t ,.,\ \� \ li ' ��,.�`- ^' - rdt av 1 xl( ,,,1 ,\,1 „1 -L _ e' _ __- ,` �� 'F,3 a :''n''1c,•=.,II '�rt1 ",,.,`-I�c`��-,v•, -,�r ,"'�� a � *-- -- ii I �_ - �-1" a-1�I_-�M, \i''--1V-, •xa • ,,, _ s's_ L J--=1- . «�J r' w_n _ ow, bwurmaa:h, .�r �3 �i; ".- -i - -'C-?-'-----, , - r.dhewAr-mrb.4.M.p.0 suet '�1 , 4y�h`,`�";a ,.',b , , r , m1°P'm ! eSemE boda.m.✓,... aval.mi9nrr.a.61c RO! l� 1 P1=q 1 z U •. a ' ' r ' + i ---� 'AV "r_ .�- \l I ` 3 - a �' Man A1-SltePian Landscape Notes: ' -" ` - StormwaferManagement-Summariesof Minimum Requirements Permit Sot-mindn ,..iy •pcw�.w,me am.aacww,osaerr. 1.Access Road 3,Ptotecaon Of Adjacent Properties See:he arm. rMlrepenore Manuel acne;Volume l air compmm Masipoleds anwrnply.'think MRbrlmdamerOrotrdl y�ys�L l� vb'=1'd' m., _ mmr awrwn.wmm.met 6.srlPlary of rhos.m4''r^merys esparvan ar.�ngadety or dowmp pout ekoremn UPI.Most a'aoso I I.11 Y w txenutilrtrwink sown MO1•.el+o ono Ada-e.pwpanlm slat m protected horn eedient mwcn e�mvw'�,�hw CneMwrmr m,Y,/be{I.w.e Ad'+•Idtir.Ksepd d:mf.LOnM WPORrata raed weA�tlu.hums MRl,brmwmr91lo Plpn ..rmlw.ewrm.00Aemere toal.Jgva to ncregvrm an ergmep:. pr�ertem:oe 2 TMPo'm C .1nP��mm.m lnalan arnPe.,mmi,mans,o: rPm,am4 wr,m eon. . perm ,tp piano skow a6 me sneervmterhoammsmm mns.uaad IT rLmmTrovmenh �rm mmec.." AA,.ou¢rclm roW aMllmlrr.evdrnyl mWNre,cr bl mmbinstlpndrlxse mearc°m end r77 Rock nnud and tllrtframtr+.yMo s1 «harapywpCle BMPe. Thh MR m.Irdtap;Wa who poMrq.m.l.ra`ADDagfiapaabr,.r le , ,, �.annMatlntom m.`nwrrram�nbxeb romwrk.mwTm mpsww.rmtlrylgrt,1 orwdwnTr xre {j'.r PollutlonFvammmFlanl�n'PFPp dbHCnsafiergreel°:a.yrt.lkwheJe".e'.n RidgeLot9 m.pw,emmrwr, anes“nd erdencyar the remove&lollmk WSW The pnppse orrunpY.4aatmeM hta wtlum a.11uereim. ��j� • 4`'' m„ 'm�„,,;.r;=r:runakeamox«n ,m aahr proname omaad 4.Maintenance .7 la•^ MR3 Sow:.coital,oeol' ord.comarp'ax.4 Len,L4'+.nR:slrg 0,11.1.NobPl,00d anti � , :r, "� - LtlWoo l9 emalan end smdtrwnmtlansr Imelhadl ah.Pm TR+MR malNy atlaoh npmm.rcmled miasmal Wdusaa Narmlruasa.�Jlrwre tn:mnehvl,ow of rec^Nlna wmm�pw -11_ _- vrnv...rvb. ll mntlJmra ere such tlni en frc,ificl.rR asm010M ryuhrly lapocbd Wtha p.'nl[ malrnlnea ad, li y�1f mwd When ells avNNona are ra ya.,,mnne.u.,rsma..era n roalnadcrd 2014H6 rods=N*+.ir,minmw,pu,opamr.w wr 0- moteA.Ihr.rnL.yr`I"Iratlwv>N wn^.t NrtM1 da urn Cll^okdraamr+.s,minued p`ism.0 S.wce pMrd BMPo erarywmd epmv.nl slprmvmmrfrcmcomlrg appcwl.e,Ir9mw.ncnpr.woMm M.mm[elieaw.I?MP air wng l -III m,rmw v5gwpara.the WswweW w_shvd prlorM.,.31 Curinp mellN.al tlu�arrw-ra.:'t's'"'".ewp.r lrroc.1dwllhwllulants.;7�9"1.1,111'�u BITSIn YCuma IY, rzea6nmd ClhonMse.onrrgroerotlotm:mvptorlaclob v'A1":o7bareiwroS'''eoarc:4i4p1 the PWAb d10o..eye Ir rSomihle Pmmse shall mslNaarce,d Iar.`r 0.dr<'L t+=rt loclutro aWc'aa�menwm.nts.mm.,q.m.I brce,e th dmcndw. N O,adm,MdMF4 eel�'er�rllu.+a CarN.I dA1Fs. wevm,mu;.,,-. .wpb,.-..„, e.rrar.rpp-dar o,smr auspandMrwhcr'sedor an yowpoled unN ,nosy Iearcea mnrrcl..0k.druld m Icier/titled In the.umu.r MRi Fow0oraol Rervis'mrs d,,groundcoverdetail ta ap�r�+ e••w.a�plor�mnapnarra m, n°a .mmmpmd, sltapan'° Prre.w0arrea rt,,..dhanewrmrrn-.Ir `:. niloeeeaawrft...al..yeLom v4^.',Cr r.n000nad4..ampnwra,.r„�,N><.,., Prole v ridaloq lr d.*Ow mom f,r,rolor am I ,>e:am., ' Da yrta.eye lot ma,nmined In°',Alien the! 5.Unusual Events MR4Ftararvoepl Manual➢rcmak I: PwMat. ce.p txmi mwecol rho lArtoTt0ra Ill0mter,W tAr ,sl�r',,,rue m,trutwnrrmtarg mx.teonay a aee..,a,re-era w.r re,. call rw�i y yyrg or Swot mW onto tho ph'Ic Any g0,....1,3,.of lea-mod Neon l'rnlavor or NaWra51.m at faoems muptemalrNined,aM tfmariner torn rho dem:min eawdyyavrova Meow.Artone�.era lNeM1yrngJ uwotlw� pa,a"a bm'1.'m^"r's^n"'r==n=n====. rghFON,w;.Punk m.IMemre of to artanw, larva...+nanr:CO011tbemlaM dlstdhWon PwlolvlmmusL oecurartho naturnllueadersbYlee mariner aSen: Eemonw[e camphanea,or ova MR '�• G rcwwewemF I oli_t,rrt u.,me�en fe mammals pmdlaele.m:tannerty.hIchn.el+h dulV gdfrom:hew}ed r. 1 wv4aa Aft6'.Imprprm b�.tamemmapnwx-mms4apc 1mNtlng me r.rlwland ropl.nmerd of pp}apam, a r a., by.PPwPda etam,mtnd a.lwaslt;,lrwarrt whMar,lmlaotrotla.rmtream MRB Wedx1S 00l1on Ip ern*. andumN.q war ma.of:aliment trapping devices ..,.. r, :,Ad0,J=.1:esmpmnmal wceMn wsmrs and doMr m6mni riles,NIel r.11vr road,. Tells MR rya mu.yar6,dl'n.rdl \-r.(_ y g H p•Go eq applm onlymslamm,COrdsch. /��Y- .. a'mIL'a shMlmp.km.wuv>nRmm tllhaorss directed mar.ea..r.ar WY vtiem YWl praleata or f �`,;iV II I....g le ee!eepe5ea commw..JAL tram ma[mE:n. mtl.mM tivoughammmyanco ryamm. ['�'4. -J' to lhaalydaL located ahr:ml m a a altical.lea T�rl,prmin>a+,r. uweomesmrmearm,wrnmeln.m oVneerWedpNwnoeroomplorn.YaO.W M lq. require on Wetlands arolrbardedwmee0e to same M0N olrsa'fasfn lrr Or y.sinpe.r.n>ermeempvoermmeMl Mgpn. 'or,M to p.Wleraaewara shaAm ormineermtfcvmstrabeomprwxv.'Athrns hl H. wait.of the Wrte,Wilk It h ahvaye naomrW m pre VWP,I.eq�'Nrr 1 h"�'m.'-map" 12P.In0n9.u.I,nnm..w,ea1mwpmre. de.nsu,.luut adlly tarts. toducharge to a mdandx0LLads may amretlmesbe10 U t' 'II F w"a"�...ill,. hIrZ50.11eetarmr.tsr Mcrspamort A-•,.emrhmmpre ardd.r.wl.n drgmeer wlllmwr'wd. ._ rpaagea.w "ewaAW...1i. •m[a;.,.mlurM 2 Sod Sfatifeatlt TM1le.re Ls and drat dom...mtemm II",I".,' III a..Ila..-rm,aw a ...M7rrMmmra.s...mr,.d r.De well gr,:mmern pmrpmaan rmme ptanx Icl-_ -1ie.yr-..nddnrp ni,rwaarw,eonarm w.bm...c Nlmmawe rrr..ry.rdo syawmamina(wmna.or[bemuse of rinmuklpa mcmrnamtt,erellm Site Plan - -:1 'w'+'r Ny .,we a..s+ ern Al spar. or ono rutirrl.r.frsldmY.p whoa lawn thaw sysbms prwltlx and m prevent=ton at ad,mway.em of to M�Cocrr_"a::I:.dlye ' �m..nz�e'., Wtable o0rr"Alia.. ploa,l.abee a rttrde or dscri Inc-orlon Tnh LARa m ax,r�rmemrre,� n mrm m.na sod ar N,orve�tcn.nsslle cvrocrg,cm&r5ap, ye rd:o.�r your.',Walling pamgnen,,mr.meerm.lAtl.s mrvarn,s Inetloauem�Ltlarefsa h a common once.lieges her ffan0.ete: A °i1°°1°'^eel' re.mM..,�r,;, ,.,, b,. opication al Fund mro on arm to bo wad hcllMw.YnIme4 aer1toa malrtenargnye0,..tutling No malrmr...v P �p��On�d o.hod.daol5r+r.e Lop, olum,Y,=�err<61.,:.6n nacho:k,or shrub detail e:, -7;nee m4yntm. Tesc Notes Stormwater Management m""°"n'.. .fer.tapel' A1.1 ��d+�} dy..mue er o "d' 1l4-'t'-0' - ar.nro ,L/,Mr",,, VP=1,7' awrrmYvasu,a: e rmre.m�m. ,.uvml,... i �, _ . "` r na co.-1 eel as ir--ratt.h.r.trAttathm *Ei--? yam• if c_ 9� ' -1 r. y�'•• �,n _ ' '''-'1-:", - - - --+��'- 1~"f 1�_ ..-n - --- 1: ! Sea. el del=W. {{ 1'A:*_ _ • ,. V.1} • r - -i-'- - -r`2 =e�lt'W fao! y -Vl -:� t .�r: r�o-.. '* 4f4�•ts �!�f o•CamNettf:- scar .:.k,,,.. r Y•_r x'r+•rF3r�e,=�..t r _aa.p f w. }}44 f9�,4g'1_ Z�� d / ) i .. r.' dme l -... a e;oa �a h/ irrf ;�` i-,_� _�: s::=y�. b I. . ,�- ec w ✓r 1 w • • v : -ry a�:'w's: _ .rr � t� - -, e,ae.eh. Oeiuen, Yr.' -:C.Y."..::A56lAVhi- -'. - _=:dr�~''•:7 _ -= •= '.L='-cam # ${( ' : % "!;isi,1:1AMIWIAVItl. • 71,/;' rr �` h.r. f � _fix/ r y - ; .f_ •.4 , Eh r+' rr ff l ',I': r,. x r l {:,-'.r:. 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Wet..toa him o.mk hxama dew emle*,...he hocs4b Site Plan - 11-1:-r, paw 1.1.11.31...11.6.1...11.1.1.11. e .ea aa.aeemm peen w,nw.e r�mrn�laaeftllci+4irap.mm.+.hawh enow•ycba.fao'.dx ardma*..rtne.lm.hmd avneeeenmta Y41MR0/hohB Yei+.nshn \ Pv ar. etr,ts,t-ex. .",..PC�a,d1230,hag hint rmbdt, `pbnpptumm•..-...a .aa,e.otnnapa dbampe1.1.t Tdy 4R optics okyllw mam,terrawmnwdalarmmemalray yaoe,mm.wm,amn,cs ..... udaahaw>�.r,tmtlemrarra m•doiV.w hack..meMGahmn ha mune rareq«fete.e,maedr h..aesmpe oppera>6rhageandL panamm mbpame. le Jml.a.Youer; P9WmanomaarmnarodlmLdyLLnrs7ka....a uilnbb oaer�m.me.Y>D.pnrwl .em4n forma!elrp.Yale Y,s.dkrh¢6haeeh.etlpdm a shrub detail e .ma.r;m ,-,.��1 Tesc Notes rt-,Stormwater Management na'�`a^ce '�°°° Al.1 ,4gme„.aen,.a away.n..r„Par Ne/SGpol11,\V Fyrrce, Graf: From: Heidi Ross <heidi@usproscapes.com> Sent: Tuesday, November 21, 2017 3:25 PM (Ai _ To: Fyrrce, Groc I Cc: jimpryor@comcast.net;Jarod Barth Subject: FW: Pryor Residence Attachments: Pryor-PlantList.pdf; Pryor-Plan.pdf Hello Groc, My name is Heidi & I am with ProScapes. I apologize, it sounds like I may have sent this over premature, or rather, should have given you a bit more information explaining what I was sending. Attached is a REVISED landscape plan being submitted on an existing permit for Jim Pryor of 3920 Rockridge Parkway in Anacortes. I want to make sure this is being submitted properly and going to the correct person to ensure a timely approval. Please call if you have any concerns or if I need to send to, or include anyone else in this correspondence. Thank you, Heidi Ross NOV 2 1 2017 Desk: (360)293-3221 Fax: (360) 293-5829 CITY OF ANAGORTES heidi@ usproscapes.comn www.usProScapes.com From: Heidi Ross [mailto:heidi@usproscapes.com] Sent:Tuesday, November 21, 2017 1:21 PM To: 'mac@kreiderconstruction.com' <mac@kreiderconstruction.com>; 'gfyrrce@cityofanacortes.org' <gfyrrce@cityofanacortes.org> Cc: 'jimpryor@comcast.net' <jimpryor@comcast.net>;Jarod Barth<jerod@fidalgo.net> Subject: Pryor Residence Hello All, Please see attached plant list& layout plan for the Pryor residence. Call if you have any questions& have a great day! Heidi Ross roSca es Desk: (360)293-3221 Fax: (360) 293-5829 heidi@usproscapes.com www.usProScapes.com i hip Pryor .�, Trees I �� (1) 1%"Japanese Snowball (4)5'-6' Mt. Hetnkck s :(3)5-,6'Alpine Fire Shrubs - (3).5 Gal. Mugo Pines (1)5 Gal.Mexican Orange (1)-5_GaL-Strawbert_Tree — (1).5 GaLPieris Japonica (5) 1 GaLSword Fern's (I)5 Gal.Miss Kira Lilac (7)2.Gal.Sar cococa (7)-:1 Gal.Azaleas I ri [ ( ;- 1? 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I L • • • 1 1 )c f.i• L ' •" • - •• • • • •• • • 1 •••••- •r I •••...•• •. .•• --•,•I•••• • • • Underwood & Associates, He i 7 1005 Fourth Street - Anacortes,Washington,98221 i T awns' s i + 360.588-0471 ' 6' I UNfERWOOD ._ „n.,s.wJEA. December 28, 2016 City of Anacorte,,. Planning, Community&Economic Development 904 6th Street Anacortes, WA 98221 Project: Pryor Residence—3 920 Rockridge Parkway Regarding: Foundation Revisions Due to the site conditions and the excessive amounts of fill found during excavation Materials Testing Consultants was hired to provide a site analysis and recommendations. Two copies are attached. Due to the amount of fill to be removed the foundation has been revised to follow natural grade. The original plans called for a slab floor throughout, but have now been revised to partial slab and partial floor joists with crawl space. See new sheet A2.3, Floor Framing Plan&Details. Sheets revised are A2.1 (updated foundation plan), A2.3 (new sheet-floor framing), A5.2 (updated sections), and A6.1/A6.2 (building elevations). If you have any questions, please don't hesitate to call, Thank you, Jeremy McNett, Assoc. AlA Underwood&Associates, LLC 1 CffYO1`ANACORTER "AS-BUILT" - s c t• _ PLAI/DIVISIDN_ ' -. _ •• BLOCK ' • • , , - - • LQ'I'ADDRESS_ . -3 q L -11 d GIA 6'4 k K.v.s..,j. • DATE -1 Z-�-= 16 _ . • . • ���•' r�^_ �, �. " �n-`c'+ -° c= �c� — a: '_� :g � ate' = _ - ,�.. •+ ,• ,;titer -= - _ _ � — '' iiritii______.„ ,_,, .. I 1n S '� ,e °i',-- :'c: --,4-0170S� c� ";, 'Sv�'L '! zzik�, .,,�(s-�.�•cn `- 3. `'__: -.a.-igT.IS%+^= _:.;. ` �y ,,,. �7 � - •'���".a� 'g�:s 7:'•_.�yl ,•- , w�'��`� �i=^r�`�-'•�Y7�•�i�.: .f'� -•d` , 1 •M. - lip111111111.111._ r• • 11111111.1111. MIME - • IIIIiEE'Iik _ - - 1 .‘ .' ' . . i•-• NEI- lirmiiririmmismum '- : . ::: • 'iIIItiU 'UUi ire -ENDi11111110111. - — „ IF . 1111111MIL + II .- Nal ' '-`: OCASs T 01G� . .' • , - - . ; . _ - • - . . _ x Ingalls, Paul From: Dale Herrigstad <dale@herrigstad.com> Sent: Friday, December 23, 2016 5:08 PM To: Ingalls, Paul Cc: Greg Kreider; Dave Gold Subject: 3920 Rock Ridge Way Foundation Survey Layout Attachments: 3920 Rock Ridge Way Foundation Survey Layout 12-23-2016.pdf Paul, Please see the attached letter concerning the surveyed foundation layout of the subject property. Dave Gold, Please have a copy of the letter for the building inspector at time of footing inspection. Thank you, Dale Herrigstad, P.E., P L S Herrigstad Engineering 4320 Whistle Lake Road Anacortes, WA 98221 360-299-8804 office 360-770-2585 cell 3 HERRIGSTAD ENGINEERING & SURVEYING Civil Engineering& Surveying 4320 Whistle Lake Road Dale$errigstad,P.E.,P.L.S. Anacortes,WA 98221 (360)299-8804 December 23, 2016 Paul Ingals City Building Inspector City of Anacortes PO Box 547 Anacortes, WA 98221 Subject: 3920 Rock Ridge Way House foundation survey. This letter is to inform the building department that I staked out the foundation of the above referenced lot after excavation and prior to concrete foundation footings have been poured on December 16, 2016. House setbacks are from the approved construction set. If you have any questions or need more information please let me know. Sincerely, Dale Herrigstad P.E., P.L.S. dale@herrigstad.com Foss Heating + Cooling Blower Door Test ON) 333 East Blackburn Road Suite A FOSS Mount Vernon, WA 98273 /1/72747 360-336-1 S 17 Fossheating.cone Residential Building Air Leakage Test (Blower Door Test) Results Permit#: House address or lot number: , �C✓r. , i�✓�� /r'42 1J 7zc'1 City: Zip: 97ZZ-/ 1 Cond. Floor Area (ft2): Age of house: 114610 Source (circle one): Plans Estimated Measured Results shall be reported as Air Changes per Hour at 50 Pascals (ACH50) and shall be calculated as follows: ACH50= (CFM50 x 60)/Volume Where: CFM50= Blower door fan flow at 50 Pascal pressure difference Volume=Conditioned Floor Area of the housing unit x ceiling height Blower Door Test Result: ' ACH50 ' CFM@50Pa Ring (circle one if applicable): Open A B • C Blower Door Fan Location: • : Weather Conditions: • I certify that these blower door results are accurate and determined using standard industry protocol. Company Name: Foss Heating and Cooling, Inc. Technician: ('•64).0- dial Technician Signature: t 11 Date:I if L +n i � Phone Number: Ni6 ry( • 2015 Washington State Energy Code reference: R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Once visual inspection has confirmed sealing(see Table R402.4.1.1),operable windows and doors manufactured by small business shall be permitted to be sealed off at the frame prior to the test. SAID SUED Urethane Quik' Shield® Insulation Site Certifcate SWD Urethane, the manufacturer of Quik-Shield® spray foam, provides this structure with an insulation that minimizes heat loss/gain through conduction and convection energy transfer. Quik-Shield® spray foam is the best choice for insulation. It creates a completely seamless air barrier that prevents air leakage, eliminates the risk of dangerous mold growth, and reduces infiltration of dust, pollen, allergens, and insects. The seamless air barrier and physical properties of Quik-Shield®spray foam also: • Increase Energy Savings • Contribute to a Healthier Indoor Living Environment * Promote Sustainable Living Prescriptive thicknesses based on R-value are: Product Evaluation Report R-13 R-14 R-20 R-22 R-29 R-36 Quik-Shield® 106 1RR-1011 3W' 4" 51A" 6" S» 10" Quik-Shield® 112 IRR-1011 2" 2.15" 3" 3.4" 4.5" 5.5" The air barrier and insulating characteristics of Quik-Shield®spray foam provides benefits in addition to those measured by R-value. Energy modeling is shown to be a more accurate representation of energy efficiency in a building and can be used to determine performance values and the appropriate thickness to be sprayed on each location. has been installed in compliance with the manufacturer's instructions at a thickness of: Product Name / ff �� /�j J �0 ram—Ceilings 67 �` a,` WaIIs e Floors Address a ` SWD Urethane Approved Contractor Signature Date Please consult current product data sheets on swdurethane.com as product information and specifications are subject to change 54VD LJr±L ia15e Mesa, Al,xo,3a w [)O- ? -J.2 s4odui rlh„nr..con) I 1P1 MTC Materials Testing & Consulting, Inc. .. Geotechnical Engineering•Materials Testing•Special Inspection•Environmental Consulting i �aMnr3h Te4ting&ConsultiIA, November 3, 2016 MacKenzie Cameron �� Kreider Construction loth22nd Street L.:1- _ $ NI Anacortes, Washington 98221 .- -- `�' 611 ! w Subject: Critical Area Study—Proposed Residence Construction 3920 Rock Ridge Parkway Anacortes, Washington MTC Project No.: 16B032-03 • Dear Mr. Cameron: At your request, Materials Testing & Consulting, Inc. (MTC) has completed a limited-scope geotechnical investigation and geologic hazard assessment, including site and slope visual reconnaissance and review of available geologic literature at the above referenced subject property proposed for single-family residential development. The project area is a partially developed hillside within the upland coastal margin, southwest of Anacortes, Washington. The surrounding vicinity to the north, west and east of the project site contains modern developed residential lots with single-family residences on sloping properties, while to the south is undeveloped terraced and sloping lands. Further to the south and east past residential developments are City of Anacortes Community Forest Iands. MTC understands that the client intends to improve the property with a single-family residence. The potential building area for residential development is influenced by property lines, areas of blast rock fill in the northwest section of the site in majority, and exposed bedrock that dominates the building site and the bulk of the subject slope. Per the City of Anacortes Municipal Code, slopes within and adjacent to the property are designated as a geologic hazard area due to steep grades. MTC understands a geologic investigation is needed to meet City of Anacortes requirements for geohazard assessment prior to development. The following report presents the findings and conclusions of our geologic literature review and site investigation, addresses the feasibility of proposed residential development as detailed below, and provides geotechnical recommendations intended to reduce the inherent risks associated with site development within or adjacent to a geologically hazardous area. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 SW Region • 2118 Black Lake Blvd. S.W.• Olympia, WA 98512 • Phone 360.534.9777 • Fax 360.534.9779 NW Region • 805 Dupont, Suite 5 • Bellingham, WA 98225 • Phone 360.647.6061 • Fax 360.647.8111 Kitsap Region • 5451 N.W. Newberry Hill Road, Suite 101 • Silverdale, WA 98383 • Phone/Fax 360.698.6787 Visit our website: www.mtc-inc.net 3920 Rock Ridge Critical Area Study Materials Testing&Consulting,Inc. November 3,2016 16B032-03 MTC has performed this site investigation and critical area assessment in accordance with project discussions with the client, and in consideration of City of Anacortes Municipal Code (AMC) requirements for site review and development within or adjacent to a geologically critical area (per AMC 17.70) as well as industry-standard practices. A summary of MTC's observations, findings, and interpretations to date are provided herein. Site Investigation Methodology: On October 4, 2016 an MTC Licensed Geologist visited the site to perform visual reconnaissance of the surface and topographic features of the subject property and its adjacent slope. Relevant site dimensions and slope topography were estimated and mapped at representative intervals using hand survey equipment as safe access allowed. Salient slope features and existing vegetation were documented in order to assess general site stability as well as observe for signs of local instability of an erosional or subsurface nature currently or in the past. MTC met with the client and project consultants on the above date to discuss the project details and initial site preparation work that had been completed prior to site visit. The client had expressed concern for the northwest corner of the building area in regards to its suitability for foundation construction and requested a site conditions consultation. Following a discussion of work completed and a site walk- through, two shallow test pits were excavated to depths of 3.0 to 5.0 feet below existing grade to further explore subsurface site conditions and to determine depth to suitable bearing strata. A project location and vicinity map is shown in Figure 1, Appendix Al. A satellite image aerial photo showing general lot boundaries and existing surface conditions is shown in Figure 2A, Appendix Al. A map of the proposed house location and existing site survey topography is provided on the plan excerpt in Figure 2B. A rough topographic profile constructed using MTC's site measurements and visual estimation is presented in Figure 3, Appendix A2. Photos showing representative site features are provided in Appendix B. Site and Slope Conditions: The project site is located on a generally northwest-facing sloping to nearly level lot among the partially developed hilly upland area southwest of Anacortes in Skagit County, Washington. The property size is reported as 0.38 acres and comprised of a single parcel. The lot directly adjacent to the northeast of the property is occupied by a modern single-family residence. To the south is sloping to terraced vacant land planned for future development, partially cleared of timber and appearing to contain blast rock and other refuse from construction of Rock Ridge Parkway. City of Anacortes Community Forest lands are located about 500 to 800 feet to the east and south of the subject property. To the west and downhill of the 2 3920 Rock Ridge Critical Arca Study Materials Testing&Consulting,Inc. November 3,2016 16B032-03 property is an approximately 100-foot wide forested buffer on sloping terrain trending north-northeast and designated to remain as undeveloped lands, flanked by a cluster of single-family residences. The property is accessed via Rock Ridge Parkway transecting a modern hillslope residential development area, where the paved road surface terminates just to the south past the project site access. Within the subject property, topography is generally flat and stepped within the building area due to apparent prior site fill and grading and bedrock material removal. The surface of the proposed construction area consists of a mixture of excavated blast rock material and bedrock exposures. It is understood that tailings from construction of Rock Ridge Parkway were placed on the margins of the roadway within the subject lots and adjacent areas as uncontrolled grade fill. This fill typically consists of angular rock spalls generally 4 to 12 inches in diameter intermixed variably with some finer gravel and sand materials, and includes angular boulders up to 2 to 3 feet in diameter. The building area consists of an upper pad closest to the roadway that will contain the garage and driveway, and a lower pad that will contain the largest portion of the residence. The lower pad, proximal to the subject slope crest, was stepped about 2- 3 feet lower in elevation at the time of our site visit. Preparation of the site surface and ongoing removal of blast rock material was in progress at the time of our field visit. The southeast property area along Rock Ridge Parkway contained a large pile of excavated tailings from site grading designated for removal from the property. The middle-east area that will contain the garage was not excavated and contained up to one foot of tailings over bedrock. The southwestern and western margins contained exposures of bedrock designated for local removal, as well as a graded area designated for pervious paver hardscape. The north to northwest area contained uncontrolled fill composed of blast rock tailings over bedrock, with marginal exposures up to 10 feet of cobble to boulder-size angular fragments placed over crystalline intrusive bedrock. The remainder of the building pad is composed of exposed bedrock that requires removal by rock-breaking equipment and areas of uncontrolled fill that is planned for continued excavations and removal. North and west of the building pad the slope crest traverses from the southwest to the northeast for entire length of the property. From the slope crest, the bedrock slope descends at an average overall angle of 40° to 45° over a slope distance of approximately 60 to 70 feet. Throughout the slope several short breaks in slope give way to approximately 5-foot tall steep exposures and returns to typical grade. The slope descends with exposed bedrock in majority before reaching lower densely forested slopes of about 35° to 40° terrain leading to adjacent properties on Oregon Avenue to the west. Intact Fidalgo Ophiolite Complex outcrops dominate the slope which is partially covered in mosses, lichen and small shrubbery. Thin cover soils were observed in sparse locations where slope grade was low enough to sustain soil development. 3 3920 Rock Ridge Critical Area Study Materials Testing& Consulting,Inc. November 3,2016 16B032-03 Vegetation of the property was sparse due to prior clearing and grading of the residence footprint and general vicinity. Where vegetation was undisturbed, moderate shrubs and low grasses were observed on the property with occasional juvenile deciduous trees. The slope to the west of the building footprint was covered with small shrubbery and low grasses able to grow on the thin cover soils between large bedrock exposures. No exposures of non-vegetated soils were observed during MTC's site visit. At the base of the steep slope a densely forested slope of lesser angle was observed. This area was outside the scope of our study but it is assumed that cover soils thicken to support growth of larger trees. MTC performed reconnaissance to observe and document any indications of localized or large-scale slope instability. No obvious features were observed that would indicate an active or prior slope failure or concern of failure, such as tectonic faults, concentrated jointing, tension cracks, headscarps, curved trees, erosive soils, toppling hazards, or downslope accumulations. Slope topography was generally consistent, with variations attributed to the jointing exposure habit of intact bedrock at the surface or beneath thin cover soils. No obvious evidence of rotational or translational failures or major calving hazards were observed on the slope in the proximity or downslope of the proposed building pad. No obvious failure features were observed on adjacent property slope areas. Erosional hazard appeared to be low due to the established vegetation base and consistent presence of exposed bedrock. Subsurface Conditions: Subsurface conditions were assessed primarily by visual observation, direct exposure and discussion with client and project contractor about work performed on the site. The majority of the building site and slope are intact and competent Fidalgo Ophiolite Complex bedrock, and therefore subsurface explorations in majority are unnecessary in these locations for the purposes of this critical area review. Among the northwest corner of the building pad, two test pits were excavated near the crest of the slope to depths of 3.0 to 5.0 feet below present grade (BPG) before reaching refusal on hard conditions observed directly as intact crystalline bedrock. Cover soil above bedrock in the building area consisted entirely of blast rock tailings, as described above. The southwest section of the building pad had received minor site grading of tailings in order to level the surface, which we understand will remain for exterior patio development. The remainder of the site was observed to be intact bedrock that will require further rock breaking or chipping, leveling and removal in preparation for foundation structures. No surface water features were observed at the building area or adjacent slopes during MTC's site reconnaissance. No seepage was observed on the slopes during our site visit in the early fall season. The ground surface was dry throughout the proposed building area, with no evidence of channeling or runoff zones encountered. It is possible that local perched water conditions may develop temporarily during the wet season and storm events within cover materials over the relatively impermeable crystalline bedrock. 4 3920RockRidgeCriticalAreaStudy Materials Testing&Consulting,Inc. November 3,2016 16B032-03 MTC's scope of investigation did not include determination of seasonal water condition variations or conclusive measurement of groundwater conditions. Summary of Geologic Literature Review: The Bedrock Geologic Map of the Port Townsend 30- By 60-Minute Quadrangle, Washington (Whetten et al., 1988) and the Washington Interactive Geologic Map (1:100,000) maintained by the Washington State Department of Natural Resources (DNR) both indicate the surface geology is mapped as unit Ji(fl - Jurassic intrusive rocks of the Fidalgo Ophiolite Complex. This unit consists of a heterogeneous complex of gabbro, diorite, dacite, andesite and basalt which developed in a volcanic island-arc setting, and were subsequently shifted to their present position by terrane accretion (Brown et al., 1979). Fidalgo bedrock tends to be massive in habit and resistant to erosion where occurring at the surface, although some areas are susceptible to weakening from pervasive jointing deformation. To the east and west of the site area, glacial deposits are present mantling the Fidalgo bedrock. Glacial till, unit Qgt is the most common recent depositional feature of the area. This unit consists of unstratified, unsorted, highly- compacted mixture of clay, silt, sand and boulders deposited by glacial ice advance over land. The unit is Pleistocene, Fraser-age continental glacial till of the Vashon Stade commonly found throughout western Washington. Native conditions encountered in the field, interpreted as thin cover soils and fill deposits over Fidalgo Complex crystalline bedrock, correspond with the results of literature review. The City of Anacortes Critical Area Ordinance Article IV, Chapter 17.70.190 defines geologically hazardous areas of known or suspected risk. • The property slopes and adjacent land to the west and northwest of the proposed building area may be considered geologically hazardous per defined potential landslide hazard areas as the gradient commonly exceeds 40% and vertical relief is 10 feet or more. The exception to Part 9 states, "except in areas composed of consolidated rock." Field exploration results by an MTC Licensed Geologist have found that that slopes downhill of the proposed residence are composed of intact crystalline bedrock, and therefore do not completely fit the definition of a Landslide Hazard Area per Section B, Part 9 of Chapter 17.70.190 of the Anacortes Municipal Code. Additional research included mapping by the Coastal Zone Atlas (CZA) published by the Washington State Department of Ecology. Slopes within 1000 feet to the north and west of the property are classified as Stable to Intermediate slope stability, however the CZA is limited to the immediate coastal area and the property falls just outside of the mapping boundary. Review of historic photographs from 1977 to 2006 provided by the CZA do not show any significant mass movement events within the project area and vicinity. According to the DNR Interactive Geologic Map, the site and vicinity are not mapped as having active or historic landslide features as catalogued by the DNR Landslide Inventory. However, the site area does not appear to have undergone detailed mapping. 5 3920 Rock Ridge Critical Area Study Materials Testing&Consulting,Inc. November 3,2016 16B032-03 Discussion and Recommendations: The results of MTC's geologic research, site reconnaissance, and field explorations at the project site indicate that single-family residential development as proposed is feasible given suitable site-specific design measures are applied and by following the guidelines and recommendations presented below. Site critical area review indicates no obvious active or historic geologic hazards are present, although existing fill and bedrock conditions requiring leveling and excavation present a practical challenge and increased cost of site development compared to a similar scale of construction among gentle native topography. Construction Feasibility Discussion The proposed building vicinity at present at the site upland area is partially capped by uncontrolled fill composed of angular blast rock from road construction over shallow or exposed intrusive crystalline bedrock of the Fidalgo Complex. Observed bedrock located at or near surface at the proposed foundation locations appears to be of consistent quality, intact and resistant with only minor discontinuous jointing, considered favorable for residence foundation support and global slope stability. Construction at the proposed location in close proximity to the critical area slope appears feasible by employing a shallow foundation benched onto intact bedrock residing at or near existing grade. The recommendations in the below sections pertain to this understanding for shallow foundation construction. In the event that alternative foundation designs are considered, such as isolated columns or drilled shafts with elevated floor elements, MTC recommends we be contacted for geotechnical engineering consultation and analysis as appropriate to address the proposed foundation,style. Existing fills may be suitable to remain or reused within the site for grading along the driveway access and at exterior flatwork locations. For these purposes, we recommend preparing the fill by removing any unsuitably large rock materials and verifying the remaining soils are generally consistent with typical fill materials used for the intended purpose (i.e. crushed rock or imported structural fill). Fills should be graded and compacted in accordance with typical residential construction requirements. It is the understanding of MTC that construction of the foundation on the upland area of the parcel is planned to incorporate a stepped profile with a corresponding stepped floorplan. The home foundation is under final consideration, based upon completion of removal of uncontrolled blast rock fills located in majority on the northwest area of the proposed residence, and in minority at other locations to the east in the garage area. Removal of intact bedrock is also in progress at select areas of the foundation footprint by rock breaking or chipping to bring grades down to planned elevations. MTC can be contacted for additional geotechnical consultation and engineering recommendations as may be required for fmal foundation design. 6 3920 RockRidgeCritical AreaStudy Materials Testing&Consulting,Inc. November 3,2016 16B032-03 Foundation Recommendations For general foundation design considerations, MTC recommends referring to guidelines and parameters of the International Building Code (IBC, 2012/2015; or most recent edition at the time of construction). Per the proposed foundation design, MTC understands foundations will be placed on bedrock which is present at or near the surface over the majority of footing locations/alignments for the main building area of the upland pad. Unweathered bedrock was present typically at or within 2 to 3 feet of existing grade at the time of our site visit. Upon reaching intact rock, foundation alignments should be benched flat by mechanical removal. Blasting is expressly not recommended. Foundations should be stepped to accommodate gradual sloping grade in the northwest area of the foundation. We recommend maximum steps of 18 inches with spacing of at least 5 feet, unless specified otherwise by the design engineer. All portions of the foundation should be placed wholly on intact rock, as the variability in subgrade support between rock and adjacent loose soil may result in differential settlement. If required, lean concrete may be used as leveling material to address local variability in the bedrock profile. However, all efforts should be made to level the foundation subgrade prior to using leveling concrete. No foundation elements or leveling mixtures shall be placed on sloping rock surfaces or loose rock, or on historic uncontrolled fills. By following these requirements, a maximum allowable bearing capacity of 3,000 psf (pounds per square foot) can be utilized for foundation placement directly on rock. However, a lower capacity may be preferable for use to lessen or avoid requirements for inspection that can accompany application of bearing values exceeding those typically assumed for residential construction. Anchoring of shallow foundations using rock nails, epoxied dowels, or similar fastening components placed into competent bedrock is advised within 10 feet of the critical area slope to ensure building foundation stability. Anchoring is especially relevant where the structure is required to counteract lateral or uplift forces and adequate burial or backfill of foundation elements is not feasible. Isolated footings also may require anchoring or structural tie-ins for lateral support when placed on shallow rock. Anchoring should be considered by the foundation designer, who may recommend alternative methods be employed. MTC may be contacted to consult on foundation placement options and review or provide additional recommendations for proposed foundation construction specifications including anchoring. MTC recommends that we be contacted to review final plans and specifications, to ensure they are consistent with the intent of the recommendations provided herein. In addition, MTC recommends that we be retained for construction phase testing, observation, and engineering consultation services as may be needed. Such services may include but are not limited to geotechnical consulting, subgrade or bedrock confirmation, compaction testing of imported fills, and special inspections if required. If 7 3920 Rock Ridge Critical Area Study Materials Testing&Consulting,Inc. November 3,2016 16B032-03 conditions are encountered which differ from those described herein, MTC shall be contacted immediately for consultation and to provide alternative recommendations if required. Revegetation Enhancements and Drainage Controls The final extent of planned alterations and restorations to vegetation outside of the building area, if any, is not known. We recommend a goal of low impact or vegetative enhancement to these areas be applied. The permit plans provided for our project use indicate an intent to replant the upland portion of the site with small trees, brush, and groundcover among landscaping areas. Additionally, a landscape strip is shown along the slope crest west of the building footprint. This enhancement appears consistent with the recommendations herein and is generally encouraged for long-term site management as noted below. Maintaining existing vegetation and installing additional beneficial ground plantings as needed bordering the development area is encouraged assuming installation is done in a manner that minimizes slope face disturbance and erosional hazard in the long term. Adding brushy vegetation will increase the erosional and hydrologic resistance of the site interior and slope, and assist in retaining cover soils where present. General recommendations for erosion control are provided in the next section below. However, major landscaping alterations should not be undertaken without the involvement of a qualified professional. MTC recommends avoiding altering the slope face downhill of the residence by terracing or similar landscaping unless adequately designed as part of a comprehensive improvement which also takes into account surface soil and rock slope stability. In the event that major surface alterations are proposed outside of the planned building footprint, MTC should be contacted to review and consult on the geotechnical feasibility and implementation of landscape improvement plans. MTC recommends proper drainage controls for mitigating the increased potential for stormwater runoff be implemented along with site development. Where possible, pervious surfaces should be employed to limit the effect of development on existing site conditions (such as for access drives, patios and walkways). Stormwater from roof downspouts and footing drains should be collected and routed to a suitable disposal location away from the house location and steep slopes. We do not recommend dispersion or infiltration of collected stormwater directly below or adjacent to the proposed residence on or near the slope, as increased runoff or localized stormwater inundation near the slope can be detrimental to long-term erosional and global slope stability. It is our understanding that space is not available within the upland area of the property, and depth to bedrock is too shallow to allow infiltration or dispersion of stormwater. We are informed that drainage controls for the residence will connect to existing stormwater facilities located on Rock Ridge Parkway to the east of the development. The stormwater system for the residence should be designed by a qualified professional. 8 3920 Rock Ridge Critical Area Study Materials Testing&Consulting,Inc. November 3,2016 1613032-03 Standard Erosion Protection Erosion is one of the most common driving forces leading to slope instability. In addition to the above commentary, the following general recommendations should be implemented in general to reduce long- term erosion potential at the project site: 1. The ground surface adjacent to the house should be sloped to drain away at a 5% minimum to prevent ponding of water adjacent to the house. Footing drains and surface gradients should be incorporated as needed for the building and site design to help maintain a dry building area. 2. Minimize the volume and velocity of water that travels toward and down the slope face (via proper choice of site development features including stonnwater controls discussed herein). 3. Avoid further accelerating slope erosion and mass wasting due to human activity such as: a) Adding side-cast debris to the slopes during or after construction b) Using heavy construction equipment on or near steep slopes c) Excavating on or near adjacent slope face outside of approved locations d) Placing additional tailings or soils near the slope crest or on the face 4. Construction equipment, construction materials, and native and imported soils should not be placed behind the erosion control devices. Suitable temporary erosion and sediment control measures should be implemented and maintained as needed at the construction site during and immediately after any ground disturbance occurs. Temporary areas bare of vegetation should be protected from erosion via a blanket of straw or rolled erosion control product (RECP) during prolonged breaks in site work and prior to reseeding or revegetation. 5. At the end of the project, all disturbed vegetation should be repaired and maintained until it is established. Concentrated surface water should not be allowed to traverse the slope during or after the construction phase of the project. Recommendations for long-term site drainage controls should be followed as discussed above. Footing drains should be routed into closed pipes and tightlined to the base of the slope to outlet in a drain course or ditch, tightlined to a pre-existing catch basin for disposal, or as directed by local regulations. Outlets for these pipes should be protected from erosion through the use of rip-rap or some other energy dissipating device. 6. Clearing of existing vegetation outside the proposed building area near to and on the slope should be avoided except as approved by a qualified professional. This provides additional stability to loose top soils and minimizes the effects of down-slope water movement. This is excepting removal of dead or dying frees if posing a direct hazard to site installations or adjacent roadways. 7. Grading or excavation of soils during construction should be accompanied by grass reseeding and re-vegetation as the project is completed. According to "Vegetation Management: A Guide for Puget Sound Bluff Property Owners" (Manashe, 1993) the following types of vegetation provide good to excellent erosion control: 9 3920 Rock Ridge Critical Area Study Materials Testing&Consulting,Inc. November 3,2016 16B032-03 Common Name Botanical Name Deciduous/Evergreen Mature Height(lt) Vine Maple Acer cricinatum Deciduous 10+ Oceanspray Holodiscus discolor Deciduous 10+ Willow Salix spp. Deciduous 10+ Snowberry Symphoricarpos albus Deciduous 3+ Rose Rose spp. Deciduous 2-10 Salmonberry Rubus spectabilis Deciduous To 12 Salal Gaultheria shallon Evergreen To 4 Oregon grape Mahonia spp. Evergreen To 6 Red huckleberry Vaccinium parvifolium Deciduous To 12 Evergreen Vaccinium ovatum Evergreen To 8 Serviceberry Amelanchier alnifolia Deciduous 12+ Bigleaf maple Acer macrophyllum Deciduous 60 Pacific madrone Arbutus menziesii Evergreen 70 Douglas-fir Pseudotsuga menziesii Evergreen 200+ 10 3920 Rock Ridge Critical Area Study Materials Testing&Consulting,Inc. November 3,2016 16B032-03 Closing Remarks: The project location is within an area considered to be a potentially geologically hazardous slope zone. Upon acceptance and use of this report, and its interpretations and recommendations, the owner shall agree to indemnify and hold harmless MTC, including its owners and employees, from any adverse effects resulting from development and residence in a critical area. Ultimately it is the owner's choice to develop and live in a geologically hazardous area, and therefore the future consequences, both anticipated and unknown, are solely the responsibility of the owner. The discussions and interpretations presented herein are not intended to provide a warranty or guarantee of future site conditions. By using this report for development of the subject property, the owner must accept and understand that it is not possible to fully anticipate all inherent risks of development within a geologically hazardous critical area. The recommendations provided above are intended to reduce, but not eliminate, such risks as is practically feasible from the point of view of geotechnical engineering. Mr. Cameron, we trust this report presents the information you require. If you have questions, please do not hesitate to call. Respectfully Submitted; ri,,,,:t\eo 0 WashhHof Wash/, i9 lb h y f � Geologist w�I ,,I --rival' r' •P woe 3084 p`y I\i;i`, _ e-t.' , Oil died Geow c°e�s@� oy / Kurt W. Parker �Geo 11-3-2016 I , 11-3-2016 John R. Gillaspy John R. Gillaspy, L.E.G. Kurt W. Parker, L.G. NW Region Geotechnical Division Manager Senior Project Geologist Attached: Limitations and Use of this Report Appendix Al. Location and Site Maps Appendix A2. Topographic Profile Appendix B. Site Photos 3920 Rock Ridge Critical Area Study Materials Testing&Consulting,Inc. Novembei 3,2016 16B032-03 Limitations and Use of This Report Recommendations contained in this report are based on our understanding of the proposed development and construction activities, our field observations and exploration and our laboratory test results. It is possible that soil and groundwater conditions could vary and differ between or beyond the points explored. If soil or groundwater conditions are encountered during construction that vary or differ from those described herein, MTC shall be notified immediately in order that a review may be made and supplemental recommendations provided. If the scope of the proposed construction, including the proposed loads or structural locations, changes from that described in this report, our recommendations shall also be reviewed. We have prepared this report in substantial accordance with the generally accepted geotechnical engineering practice as it exists in the site area at the time of our study. No warranty, expressed or implied, is made. The recommendations provided in this report are based on the assumption that an adequate program of tests and observations will be conducted by MTC during the construction phase in order to evaluate compliance with our recommendations. Other standards or documents referenced in any given standard cited in this report, or otherwise relied upon by the author of this report, are only mentioned in the given standard; they are not incorporated into it or"included by reference", as that latter term is used relative to contracts or other matters of law. This report may be used only by Kreider Construction, the general contractor, and their design consultants and only for the purposes stated within a reasonable time from its issuance, but in no event later than 18 months from the date of the report. Note that if another firm assumes Geotechnical Engineer of Record responsibilities they need to review this report and either concur with the fmdings, conclusions, and recommendations or provide alternate findings, conclusions and recommendation under the guidance of a professional engineer registered in the State of Washington. The recommendations of this report are based on the assumption that the Geotechnical Engineer of Record has reviewed and agrees with the findings, conclusion and recommendations of this report. Land or facility use, on- and off-site conditions, regulations, or other factors may change over time, and additional work may be required with the passage of time. Based on the intended use of the report, MTC may recommend that additional work be performed and that an updated report be issued. Non- compliance with any of these requirements by Kreider Construction or anyone else will release MTC from any liability resulting from the use of this report by any unauthorized party and Kreider Construction agrees to defend, indemnify, and hold MTC harmless from any claim or liability associated with such unauthorized use or non-compliance. We recommend that MTC be given the opportunity to review the final project plans and specifications to evaluate if our recommendations have been properly interpreted. We assume no responsibility for misinterpretation of our recommendations. The scope of work for this subsurface exploration and geotechnical report did not include environmental assessments or evaluations regarding the presence or absence of wetlands or hazardous substances in the soil, surface water, or groundwater at this site. 12 3920 Rock Ridge Critical Area Study Materials Testing&Consulting,Inc. November 3,2016 16B032-03 Appendix Al. Location and Site Maps N I, I Regional Vicinity gym carre<, 1 i Alexander Elen.,h Corner / FVt1a1,Jr} rslarrd Site Vicinity Mei n•,AVIAIIo❑ • C \ :, Protect Location Maps Source: Google Imagery 2016 Materials Testing & Consulting, Inc. Regional and Site Vicinity FIGURE 777 Chrysler Drive Critical Area Study Burlington, WA 98233 3920 Rock Ridge Parkway 1 Anacortes, WA 13 3920 Ruck Ridge Critical Area Study Materials Testing&Consulting,Inc. November 3,2016 1613032-03 Aerial Photo Source: I t N Google Imagery 2016 _ , n 41 i• t ~ ~ - I , '. MTC Test Pit(Typical) ,. P - - , _ _i ' NI ApproNipi, .''' i Cr. _ - f TP-1 A. ' e N - T . . .. .I 44‘ 0..:- :. - t R :: ..0 - r• 4. tip 1 N. 1 _ +'. ;A7 - I _ $ _ ` Materials Testing&Consulting,Inc. Aerial Photo Overview of Project Location FIGURE 777 Chrysler Drive Critical Area Study A Burlington,WA 98233 3920 Rock Ridge Parkway 11 Anacortes,WA 14 3920 Rock Ridge Critical Area Study Materials Testing&Consulting,Inc. November 3,2016 16B032-03 d� !o lz I Base Map Source: Client € Foot vtittla ga 3I Overlay by MTC: CD �f i � tali-- hI SCALE IS APPROXIMATE ,Iit lilt I1h. ll�_' *Not for Construction* y I I _�~J t , ..-- Vaillik , 'VI' r, i C UI ' )tl<' ` ) i :` rg �'I ('s 11, 1 Ij <, s et 1•, kill.� 5' l '- \ I 1 Ige.PII I� i ` ``, 1 1 'lil �5 , h 1 7l l0I — , { ' r,It i' , Ali ti ,i{ —- f11. I°I:.1 i?{i1 ' I I IE;� E pli _y.�___ -CI. 'ems f j IE1.1'', .I3,i i ; IIE : I �I iIIi.�I:. I e •'i 1i11 ` "'^I4.1111 �: ii 111i'i. 1.si i,1'•�' ii'lli, 1.U.N ; 1 1 Il,' ?'it '' ° t`,. tPil,-;-I:`n�. 1 r.r - 11_.- EE t ,4j I , I ,t �' I €€11 iiiiIi�I` ; �_ - t�' � �'"�,�I•�' 11�F1i I i ,or �' h e� }IIFop" ilv v 1ile t= l= ,1t IIP:...,..�.oi 901 1 s ' I ' Ik'i _ I ...Ih "- ems. .E I ' ' 1,4 •.,.1 to -th vi j-:,„-,,,,i 4 litikr.I,+,:1..,..: ..,'IF- .....--, .4411 I I I 4 4, �! ' !�IrI 4,1 . ..,„! : ,,d 1,111 +I III I43 .l , ..,.....,,,,,„,, ..p,,,,,.:„.„„„:,,..,„.,„,,,,,.,1„,„., .,,, m..to., ! , . 1 A' Materials Testing & Consulting, Inc. Topographic Site Map FIGURE 777 Chrysler Drive Critical Area Study �D17 Burlington, WA 98233 3920 Rock Ridge Parkway Anacortes, WA 15 3920 Rock Ridge Critical Area Study Materials Testing&Consulting,Inc, November 3,2016 16B032-03 Appendix A2. Topographic Profile Profile of Critical Area Slope—View to Southwest A A' Approx.Building pad --60' Stepped intact bedrock with short 40°average steep sections up to 5' (30-70°range) g0 Lower slope forested 0 20 SCALE (FEET) I inch=20 feet Materials Testing&Consulting,Inc. Topographic Profile of Study Area FIGURE 777 Chrysler Drive Critical Area Study Burlington,WA 98233 3920 Rock Ridge Parkway Anacortes,WA 16 3920 Rock Ridge Critical Area Study Materials Testing&Consulting,Inc. November 3,2016 16B032-03 Appendix B. Photos of Site Conditions r _ _ ..r__,...*,... ..___Air6'-- ry�� r _ - - ,.b'1 .s�- :ate-+ 1.• '' _ V`. • • . . 1-.,.. 41. :e • 1 ate. • -- ���,��` _-r' it , �, 7:.4- :1. - 'Nil, .'r'+-i- " - .f. Zal ^ 3 •:•'a :.f.... ' ' . ' "mod,^`•`i . , ..- h„r,,,=' mil' _ .L' .. .:; < F,�r +s—.' r; 4,; •..'_A.. -- ``_— _. ;"'1 t 'alto �' -R • IAA} • - +r' f t- - • - - ' M' • l � • A . _. -•e—rt • Photo A: Building footprint to right, viewed from the crest of the subject slope. Facing north. 4... ...., ,,,:. , , .. , .“.:\t'14;:,;11, . •- t 4 • • tea. " •- -.,—' '-. _ fir- �• _ • - , r' �� "+ .f • YM1.. • ;_.: `} • �- .. Photo B: Southwest section of site pad, subject slope to the right. Facing southwest. 17 3920 Rock Ridge Critical Area Study Materials Testing&Consulting,Inc. November 3,2016 16B032-03 �I_ ..�• � - -� ij 5. �' icei _ .r v F - . - - - ,ate-.t t i. l . 4`+ . 43 j fly• .-r 4_-S_-y .f_ + ` - 4 ,P`?. -• 3i` tt +' '",P - •%��r . .0R1 •• •-" - `R .. :- — - — .1°7 .IL':4*i:7... ...: '7' --. 7 ••:."...—:-. :- - - -' la.. 'It., y"-�t1 Tie-.:weipsrs.. :_- . ,r.....t,..1-...77.:17... - .......1 1.10;. . '• - . - ~ } `- - �r '� S r ��� y r�t . �• - s _ = r .1. .. 4i . - ~"•.i Photo C: Northeast section of building footprint overlooking subject slope and lowlands below. Looking northwest from near site entrance at 3920 Rock Ridge Parkway. • _ '' +' t r ' -;.: _.-'= Y I •'. �A.,. - --a ■ Photo D: View along slope crest. Slope is predominantly exposed, intact bedrock. Site pad is to the southeast(right) of the subject slope. Looking northeast from southwest section of site pad. 18 3920 Rock Ridge Critical Area Study Materials Testing&Consulting,Inc. November 3,2016 16B032-03 ,.ii f i11.* 1 L 1.�151. h 4 !'r ,1-" �d '71 5'TT•. ryry J ' I i,..', Fiik'7r.' 3 ti-. 16. �1 ,%.k i J,d"': .' -• Via,'. . ".'M1 .. '• } • ' ff - o f , -} N. a. I;IL �:- 1 _ . '0 " ` .S ••a1 . } I' x' ` • .. y �' 44• .1.- �y1 t J '. 7 I 017 +I .5. � f 1. #}''55 .. i r =llj{ .a I �; .I`k. ram • I +L L ; /F' I rt. i �',' ,a� 1�1"�L�1Y#1�y - 4 I ' I F ' 11 y r14 L� 'r t' �I� • . eJ' ?'e3ti 'i'"sue'. . I • iw.. - 'fir' p,:17 ,r - . Allk' • ! .. 4. * rt_ . ''r, - 'r { S1'M1. - +• I• - Photo E: Upper slope conditions. Left photo displays conditions of intact bedrock on upper slope beneath the west facing section of the site. Right photo shows loose blast rock material on the upper slope of the northwest corner of the site pad,planned for removal. 19 3920 Rock Ridge Critical Area Study Materials Testing&Consulting,Inc. November 3,2016 16B032-03 • 6 ' ' r . 1•• i ,,,,-, of'. T r '3IS+r ,.. .� +x �.`n { h y 41, 1 , _ i ' r. . Photo F: Lower slope conditions near the intersection of steep bedrock slope and the lower, moderate forested slope. Excavator in upper left-center of photo at northeast corner of house pad, partially obscured by trees. Facing south. 20 Fyrrce, Groc From: Fyrrce, Groc Sent: Wednesday, November 22, 2017 8:23 AM To: 'Heidi Ross' Cc: jimpryor@comcast.net;Jarod Barth;Cricchio, Kevin Subject: RE: Pryor Residence Hi Heidi, The Anacortes Municipal Code states that there needs to be 1 tree per 1,00 sq. ft. of lot area or portion thereof, which would equate to 17 trees. Please provide a revised landscape plan showing this so that I can review it. Please make it darker and more legible to read. Thanks. If you have any questions, feel free to contact me. Best regards, Groc Fyrrce Building Inspector/Permit Technician City of Anacortes (360)293-1901 teywier/d �c e cYpyrtdi nitterl r-cq /-eeltvalmn.and etc/ifatio My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. From: Heidi Ross [mailto:heidi@usproscapes.com] Sent:Tuesday, November 21, 2017 3:25 PM To: Fyrrce, Groc<gfyrrce@cityofanacortes.org> Cc:jimpryor@comcast.net;Jarod Barth <jerod@fidalgo.net> Subject: FW: Pryor Residence Hello Groc, My name is Heidi & I am with ProScapes. I apologize, it sounds like I may have sent this over premature,or rather, should have given you a bit more information explaining what I was sending. Attached is a REVISED landscape plan being submitted on an existing permit for Jim Pryor of 3920 Rockridge Parkway in Anacortes. I want to make sure this is being submitted properly and going to the correct person to ensure a timely approval. Please call if you have any concerns or if I need to send to, or include anyone else in this correspondence. Thank you, Heidi Ross Desk: (360)293-3221 Fax: (360) 293-5829 heidi@usproscapes.com t www.usProScapes.com From: Heidi Ross [mailto:heidi@usproscapes.com] Sent:Tuesday, November 21, 2017 1:21 PM To: `mac@kreiderconstruction.com' <mac@kreiderconstruction.com>; 'gfyrrce@cityofanacortes.org' <gfyrrce@cityofanacortes.org> Cc: 'jimpryor@comcast.net' <jimpryor@comcast.net>;Jarod Barth <jerod@fidalgo.net> Subject: Pryor Residence Hello All, Please see attached plant list & layout plan for the Pryor residence. Call if you have any questions & have a great day! Heidi Ross ProScap s Desk: (360)293-3221 Fax: (360) 293-5829 heidi@usproscapes.com www.usProScapes.com 2 -_- .„...---- ..- , . , 4... Evaxt.,gtE.1 ,-- .i 122 ,,, '''' 1 EvERW.,.EAK , 1 . 7 _ I ' i v ' 4, \ 1 \ i , ‘( \ \ t 1 k r ,,,,,,,,, I, J N CITY OF ANACORTES PLANNING & BUILDING DEPT: APPROVED PLANS PERMIT#.17)1...1\Y"- 7 V(p - ( ,..- 411 REV I' P\fym ADDRESS. (.. c\Ct i(-.1„ P,:.,y4/ EeiNfiw T r.________, 1 ,---____ - APPROVED 8Y- \(C-- JJ NOV 2 2 2017 SUBJECT TO FIELD INSPECTION. APPROVED PLANS UU SHALL NOT BE ALTERED WITHOUT AUTHORIZATION. CITY OF ANACORTES