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HomeMy WebLinkAboutPermit File BLD-2020-0202 2802 Oakes Avenue®■ -_ .. .—_..—._.__.. _... -r`_ qd" E,1440` w P TOP OF STEEP SLOPE rLAr°..r y'I� R E LEGEND �- 7' {� jjy /'� t ,y ,J 4 :.itt, Ei - .0 �'F- '@ , f''ifJ �. Ci.TE 1.,.Z '" lJ ti �_ c3{ ERLI G I-.. '7,NN AREA �, .: �TINGfREP1_AC;s� �t --- - N W t I �7 i GETATION J. STERLING � S r ; ' CONCRETE DRIVE LINE TABLE n f i. I� MULCH - PLANTING U® 05-14-2020 cc ill LOA FLEA AREAS MAIN FLOOR 2,064 SQ.FT. BASEMENT 1,569 SQ.FT —i TOTAL. LIVING AREA: 3,633 SQ,F7: 1 GARAGE 920 SQ.FT. ENTRY 73 SQ.FT. -67 - COVERED DECK SQ.FT_ - OPEN DECK 231 SQ.FT. COVERED PATIO _ 254 SQ.FT. PERVIOUS PATIO 219 SQ.FT 1 y)RAGE / UTILITY 259 SQ.FT. M 2 „ 1 I S i- 21 P °iVl4 i 9 h - r\r / ee \' t r YN 47'33"'54 oRruc.i.: r._, ���,`rR �¢ 10 .3 ` ' EXISTING BEDROCK \ A IJO ���" � � '; 'O, S ETB A C f4 TO � '•3 � -Bl'J T EEP SLOPE ► UWS DECIDUOUS TREE--. -A r �(y,_� 3 I Ot ��. GN 'IPA $' 6M {Jj ys�n l� r Tj� t r t t- y X 1 3 CAR GARAGE ,y J a FF = 63' o. F° c i 'i v � , 4i^ '\� Pti�� �� %;_ ONI ER TR j EE ,p(' Q ♦[`"�-� "' —r n •1.,�-�^�,.vy-.��, tic n ! GLA) 3 '-��, • 1��L` �-- , ` n'V \ ti , ' �... , l`;.• �i t�,i ,ps� �R ,r"t �. -�%� �"� V7--�Y�'. 3 �'+� '' �' �• ,, p SHRUBS 1 PLANTINGS I; , ._. � o � h B.D. LANDSCAPE DESIGN Th j Q _ o MINIMUM TREE DENSITY l �`' �NN,Yi:Ia NAryG. R4 t N.T:4 J °b" 3ul63 aunn of the Total Tree_ Units R viraG.i he local number o; tree units required tt'to TmovidBd by a regulated projectr t ee ,nhservabon penrc q-approval listed in , �t J 1, , " - 1 ss�'y :�•�- mow*"` t 6.50-100shall be calculated Fly rkviding gross site area, rhkrus any public. 1 3 de ` ::r, ', - \ (U ^'' M prnatn'abeet rigtds-of-way, by one thousand Table 16.54.120(9). file m;uh of the t ,'tt llt -V "� �nin WW be the total number of tree unity required for the p *rA approval , 'budding site -Z : 1 ' , ) (I LOT SIZE: 34,06815 SO_Fl TREE CRFFIFFS REQUIRED: 35 i �L P OT LOT tii,_ SCt F t INFORMATION ZF cs9 06 CLEARING LIMIT AREA: ENTIRE SITE C 141V.SNONFUNE AREA BETWEEN TOP OF $LORE AND 2m' LINE: 8,161-g SQ.FT V. MA ! I \ �J V• X IMPERV_ ON SHORELINE AREA (30%r) = 2,44$D .6 SQ.FT. ' .:=" � ^• '.._r `t. ' , , fiJ -_.----_.._..__. _ ,.�. ., - ILI CO1 nGi 1MPERV ON SHOR'ELINEAREA{29.3%) 2,44?.2 BQ.FT. FT I MAX BUILDINIq COVERAGE (35%) 11,924.0 SQT !' < __ .. a:. �• AAA I'� MRRVViVYYYYYY �Ir \ `- ACTUAL BUILDING COVERAGE (10.06%:) = 3,429.0 SQa F l � y .3rTd1: c: , I A LiViOUSRQO 7L .A,r1rrtAP } ! . , I iMFfRV'IOUS DRIVEWAY &SIDEWALK AREAS:2.5'5.81 �� ,.� f01/\L , Idams�9 � tMPERVIOUSAREA-611? , i a " v( L klt`,. CEL# P134590 1 z ADDRE,'�S: 282 OAKES AVE., ANACORTES, WA 98221 LLJ LL .. f� C AGE 3 �R GARAGE �eRUNERLj °� OWNER - ' i� c;; �C�t �L•-r I �µ 65 f JO lie ZIP SIC - per° CL a - 1,322 SF DRIVEWAY , — I I � M v ". ; �... R •,I}w , . k a i �, � fkp`i� SI .` i YW .I „). `}. - , 1 l - aT.. T:. ..ry t� T '^r i'Y' • CCWUd6 v : b e MINIMUM REQUIREMENT #2 BMP'S BMP T5.13: POST -CONSTRUCTION SOIL QUALITY AND DEPTH P - le -� BMP C233: SILT FEraCE`" �zz �7Z -- I a' BMP C105: STABILi7ED CONSTRUCTION ENTRANCE r EXIT rp fi 4 r '1, STORM DRAIN INLET PRO, ECTlora I-40.20-00 _ h l Sock Fi€I tv �PROVA : BMP C123: PLASTIC COVERING ' F SOIL STOCKPILE' tJS r l v s �g j `'tii;: — BMP C123: PLASTIC COVER;NG s+,f� , N � l SOIL ST0r,K31se_5 iIIII Fit, BMP C154: CONCRETE WASHOUT AREA SITE LAYOUT BMP C130: SURFACE ROUGHENING : s= 1 ..:_.. ,. ., s., , _v .rvs-..::r, ?, Cb•-,.,F.:,•r'T" J.. �,yr .y .:m- r �r PO *„ .z av s f f t. �'rt'' nt a ray 1 nrm� ,iv 3° + T vi"�43' .�ti u'kAx _f k` xtTOP OF SLOPE LANDSCAPE i ■ LEGEND r. 97 � � s •`i (. • *, f,.mW&L°a 'i ? �. llwa `',�t�E h'"' a Srowi`v+i'' -. _ ' , / 1 , I �i'� � - / F � (� >� �'; / '��P/� i.0+ V V � ..: � .� � �' , - ., -.:N • .�;. i..AWN AREA OR � A r�M ly1 �� M ._: ` I EXISTING/REPLACED n / \, � VEGETATION J. TERLING 5 pR _ � � � ` ,> 1/s - 1 U.N.O. g/i ti ti LINE TABLE CONCRETE DRIVE .0 _ .. fe mvuur cpM,l nlrfLu:LN rou€uuarar� `',, . �. �+ BEARING „ Q F /F_ _ — _ �. R G _ E -_-! � d411NT ON PI3SN.w1Y Otll lRlL Olf F119Fk , T 05-14-2020 N 3 Z7 27 E MULCH -PLANTING BED _---- gl!x zr ti z mne �Y - _ C ,.�� ' .•�,_��- ....� �` � � � � j� � '� N 57°47'33FF W 13. �.A os-ire-zoa4 filix \ t '•, ��s.. 4' ROCK OR ALLEN BLOT It NJ. L"i� ` 1 . • G�' �I �? EXISTING BEDROCK 07-08-202� (FINAL DI=gIGni T.B.D. .r. gj --„t ! r.,� (� ,yr 30' SETBACK TO _ �a /✓ -. - - STEEP SLOPE41, DECIDUOUS TREE 0740 iPT P� Nov F' N &R 0 , �ti�a� o�spsw R`. CO �p C'q CONIFER TREE tk 'fO.Y.1GnCy V V 1 �\q �''gy UlfJ1,101- Y YA6 fLy - I rF 1 i �i `V - " L � t `t RMFIAYLF ) ! Ih 't]3 4f U \ /J A v t 1`+. y 4 JG ;`. UpSREn 5 HnRt 5 6 E tQ 1R,IVVV/"•"- M"r P ru ,nn r , SHRUBS / PLANTING S 1 RV g OP OF STEEP,- �' _ - - EXCEEDING 40% \ -I \ - , NN Ica FINAL LANDSCAPE DESIGN T.B.D. e s � IJ/y1^r ro V �� MINIMUM TREE DENSITY �nm"wuar '_ '•, + / ` -:. �/ / i �1 �"'" _ e ¢ lr I —\_ \ G � i"' � �• :WACOR!Es "wift.0oc.,r5wra -.c L' ; , _ YY ••\` \ _ f F F s' '' q / / l•„y,�y� ,` / g Qi 0 Catcula"On of the Total Tree Units Required. The total number of bee units required — i `(9R ib _ ,:N' 3 `"' \ I.., ,, , '\ M e $ _ -r ,+ S� ';j - t rrvided b a regulated project or tree conservation permit approval listed in rra;ora..us,& , ' . +. �, , . ,� \ afg•' ,., l ++ 9 } n 16.50.100 shall be calculated by dividing gross site area, minus any public -q, 1 \ - .._" ` I. 01 private street rights -of -way, by one thousand Table 16.50.120(D). The result of the 1 \ rakulaUun wili be the total number of tree units r ..,� 1 + '•` '",� C vdthpf the squired for the project approval S+, B _ •1 d.. o� � -... `(. � .. � � t�. r, \ \, _ _- _ LOT p ;: - G t TREE CREDITS 'Pao/ T REQUIRED: 35 �� w� �;.•'. A \ ± - = LOT INFORMATION 7� S FT Q 2 cP NFOR - f ,b LOT SIDE : 34,069 SQ.FT. LL z 00 CLEARING LIMIT AREA: ENTIRE SITE tY r o w C7 SFR a �� y SHORE AREA BETWEEN TOP OF SLOPE AND 20(Y LINE: 8,161.9 SQ.FT LINE a. - ; Oi m \ , t \.j. .\ ,4SF - I k1 N'fi - r / �{ a �JJ _ _.. w m A \ 4 N J1`A MAl( IMPERV ON SHORELINE AREA (30%) = 2,448.E SQ.FT. t0 pI sal BF - 51.73 fw++�ii: 1.� -� l�'sy ` i \ ! \ x' ACT. �p �, (ptMFERV. ON SHORELINE AREA (29.9%) = 2,447.2 SQ.FT. . ..` CL . r... d ,`, 4 77 ,r !i MAX BUILDING COVERAGE (35%):11,924.0 SQ.FT. .�( .i _� :.: x.. ! r `,, as, to ' 'um • , o. r'a. ,. + f .. i' Tim — w , o ACTUAL BUILDING COVERAGE 10.06% = 3 429,0 S F (g •_, .; 1. ;. _ ,.• / a N v.. v �, � . ,,.. �_ ° 3r `. k r ' . lhgPt,a2VJ10tJS ROOF AREA WI OVERHANGS: W I N N 3 iMPE.RVIOUS DR{VEWAY 8 S{DEWALK AREAS : 2,575.81 Q.F f it ` 1 a LL � �y{ , �� .• �3 \ , ... a. ","., �\ 5 'xX'ti: r.r _..J1„ . L \i"`•<., bawl= ...4:,• , TOTAL Z c 1 nEIMTf T,. �jr� .ra IMPERVIOUS AREA • 6117 SQ F7. y , . PARCEL# P134590 . W. - /� C)v ' `, �p ADDRESS: 2802 OAI4ES AVE., ANACORTES, WA 98221 r3 CAR GARAGE F� .. \ N ----- -- - — —I Cwi = 3 CAR GARAGE WNE c0 FF 3 _ t OWNER: BRUNER LC! Be$ p - FF = 63' ` - NOTE.F- :•• f. i LL' 4 r �( h+���' 65 Q �: i-i=A(2lNG LIMIT Tt? BE ENTIRE LOT W C11 °�CPTG STANDARD HIGH VIZ. CONSTRUCTION ,. r \ FENCE TO BE INSTALLED WHERE HIGH Vlt . d�" < N 1427SFDREWA / t -SILT FENCE NIA. LL s,t \ �} TREE TO 6 a PC R MO JEn �\`\ DRIVEWAY, OR PATIOS ATO BE ADYWHER ; 0LlSE; i +� � U7 Sidi? !U a_ 1 p'`�PROXMATE, DEPENDENT ON FINAL GRADING. F'- TREE TO.. 1 i ��;,.-'-• I e u c EERIFY UTILITIES EXACT STUB AND HOOKUP ^ �'-' \ �. K1 J 3 r 1"d: ,: '+ . y D£ REMOVED 1r'V\ _ G �► �• a a, i�ATION WITH SUPERVISOR.� �1,322 SF DRIVEWAY P - ;4X 20' WIDTH DRIVEWAY ENTRANCE ra STF2 ..EFT F { ■ 1 F . $w PLAN AREAS MAIN FLOOR 2,064 SQ.FT. BASEMENT 1,569 SQ.FT. TOTAL LIVING AREA: 3,633 SQ.FT. GARAGE ---- - - ^---- ENTRY COVERED DECK 920 SQ.FT. 73 SQ.FT. 67 SQ.FT. OPEN DECK 231 SQ.FT. - COVERED PATIO 254 SQ.FT. PERVIOUS PATIO 219 SQ.FT. !STORAGE / UTILITY -..-- 959 SQ.FT. t, T3FN AC 19.53.09 j_ T. V- t2 U. -E©FROM DRIVE NOT ALLOWED TO r � ��po FLOW TO STREET ♦.) � oy 1qz I IN r �nS AC 19.76.070 - CONVEYANCE) !S MINIMUM REQUIREMENT #2BMP'S z �Ixj elk A T5.13: POST -CONSTRUCTION BMP Q SOIL QUALITY AND DEPTH a 09 06 9 1 �\�"• \ �� BMP C233: SILT FENCE �r �/ MP C105: STABILIZED CONSTRUCTION . fl7� ENTRANCE � EXIT c2 . f R I STORM DRAIN INLET PROTECTION ,b 00 F k5. 1 y N "46e SOILS CKPtL ♦ WO.2Q-0O j r - - OWNER APPROVAL v u w, r • r . J`Nv q BMP C123: PLASTIC COVERING INITIAL: I SOIL STOCKPILE -_- 9 Q� PAGE #: d2 y 7 ! N� i BMP C12:3: PLASTIC COVERING t 2 t "`fit, 1 SOIL STOCKPILE i �• , F p� T LOCATION OF ' DF EXAC^i'1 �/ . SS STUB • r it` (^S 'r� D� jV BMP C154: CONCRETE WASHOUT AREA PAGE: (VERIFY EXACT LOCATION) fa E 1I` FULL fit k 'P 4P.rv, ly a i,. iil. f V<, „�° ro d .;. ''i; v s� i _ j SITE LAYOUT fw ain%a _ac 9i 4k .IIGiyi i g { i ---- ! WATER CONNECTION w � , r�.+� pi }•( 1116" = 1' "` n.r, �.� �4u-r7 BMP C130: SURFACE ROUGHENING M — ---- ----- ---- ------- 7--ok TOP OF STEEPS LANDSCAPE LEGEND 85-D15'i4"F 114.40' --- - ----- J. STERLING rl EXCEEDING 40% E LAWN AREA OR EXISTING/REPLACED J. STERLING Cd 2, VEGETATION \AkG\ E r _7 LINE TABLE CONCRETE DRIVE C2 `4 1/8" = VU.N.O. 0. BEARING A871AME �,�.WMJ P9�1, 1111WA L111 11M." 05-14-2020 4,R MULCH - PLANTING BED N 31027'27" E 10 (XY Mimi 06-30-2020 17 IC J- 2 2- Au --- N 57047'33" W, 13 %PT' 07- EXISTING BEDROCK M2020 1. ROCK OR ALLEN BLOCK WALL (FINAL DES"Glll TPD, +1- 6) C2 V— �Al 30'SETBACK TO Z STEEP SLOPE DECIDUOUS TREE V: 0 �'X 0 kr x p. 141tttl Q, Ilk CONIFER TREE 00 5, .,A C) 10 0 (P T )I;;ilirHED MANI 0 "N' y 0 47 0 SHRUBS PLANTINGS IFIA813,17 4"k MNf� % 0 'CiF IMPERWOUS BEYaNj, rArOGNS T OF STEEP CD ID FINAL LANDSCAPE DESIGN T.B.D. OP EXCEEDING 40% �AJJL - NAM M *_"C 0 0 C_ MINIMUM TREE DENSITY SFR (P 0 0 w /0:. Gidrulation of the Totat Tree Units. Required- The total number of tree units required FF 63 to tie provided by a regulated project or tree conservation permit approval listed in r 0 Section 16.50.100 shall be calculated by dividing gross site area, minus any public Po� 74 0 04 t)rivale street rights-of�way, by one thousand Table 16.50.120(D). The result of the BF 51.73 Cakulation voil be &a total number cf tree units required toy the project app roval ;51 millin the building site. AO CD J, LOT SIZE: 34,068.6 SCLFT. FREE CREDITS REQUIRED: 35 4c,z (174% A cj�cpt� T� 00 LOT INFORMATION 0 CP C U_ , * .0;P LOT SIZE: 34,069 SQ.FT, A (2. z CLEARING LIMIT AREA: ENTIRE SITE W x v SHORELINE AREA BETWEEN TOP OF SLOPE AND 200' LINE: 8,161.9 SQFT. ILI SFR u, 5- 11, \ , _ % MAX IMPERV_ ON SHORELINE AREA (30%) = 2,44&6 SQ.FT. rn 1. BF = 51.7 ACT. IMPERV. ON SHORELINE AREA (29.9%) = 2,447.2 SQ.FT, FF = 63' CP YA _zl < 7-4 MAX BUILDING COVERAGE (36%):11,924.0 SQ.FT. •w ACTUAL BUILDING CA'RtARw1 VEAGE (10.06%) 3,429.0 SQ.FT. X V. \J IMPERVIOUS ROOF OVERHANGS: 3,541.19 SQ.FT 71\1' w k• 44 IMPERVIOUS DRIVEWAY & Slur-WALKAREAS: 2,575.81 S7 '4 z U_ c? UJ w N. V_ TOTAL IMPERVIOUS AREA: 6,117 SQ.FT. C) 0 Ar T'LIN Til-1, 4N J .00, ncETl PAPr.[=l :ff P1'AAx;QIn 4er z Over z VJ ADDRESS: 2802 OAKES AVE., ANAGORTES, WA 98221 W W CJ 0. L) Of UJ 00 3 CAR GARAGE OWNER: BRUNER _*s 3 6AR GARAGE 'k CD FF 63' FF 63# �"'' 'T i" 'r 1\ n 46TE- > < CLEARING LIMIT FO BE ENTIRE LO Sp T v w w j� -65- 1% STANDARD HIGH, VIZ_ CONS7, RUCTION 0 Z FENCE TO BE INSTALLED WHERE HIG4 �,L' < LP SILT FENCE NIA. CL 1322 SF DRINFEWAA TRE CUT AND FILL AREAS TO BE AN "a 1 0 '.)AN1 co BE RFNAOVED -�_ VdA, RIVEWAY, OR PATIOS LOCATED. CLI'l PPROXMATE, DEPENDENT ON FINAL GRADING,. z VERIFY UTILITIES EXACT STUB AND 1­100i<UP " td. a J TREE TO N W BE REMOVED �di OCATION WITH SUPERVISOR. IJAIJ x n-819 w 1 322 SF DRIVEWAY 1 UJ z. MAX 20' WIDTH DRIVEWAY ENTRANCE S-TREEI' R MC 19.53.030) A TIC WTOT.L. k RUNOFF FROM DRIVE NOT ALLOWED TO 8,i ;HEETFLOW TO STREET 1 �MC 19.76�070 - CONVEYANCE) Vr, C H'IN 'A w z MINIMUM REQUIREMENT #2 BMP'S A BMP T5.13: POST -CONSTRUCTION 0), C2 SOIL ouALrry AND DEPTH 0. g J 8. . Hi y I b ' ' •. 06 pi PLAN AREAS MAIN FLOOR 2,064 SQ.FT. BASEMENT 1,569 SQ.FT TOTAL LIVING AREA: 3,633SQ.FT. GARAGE 920 SQ.FT. ENTRY 73 SQ.FT COVERED DECK 67 SQ.FT. OPEN DECK 231 SQ.FT COVERED PATIO 254 SQ.FT. PERVIOUS PATIO 219 SQ.FT. STORAGE / UTILITY 259 SQ.FT BMP C233: SILT FENCE i M L I BMP C105: STABILIZED CONSTRUCTION N,\_V Hog ENTRANCE I E)aT CIOgay . . .......... '. lzrl* y D STORM DRAIN INLET PROTECTION 0 z; STOCKP!LF Tc27 1-40.20-00 OWNER APPROVAL �` 10 lgwg - P,� - - 9E BMP 5 C123: PLASTIC COVERING C C 2 N, 2 1 SOIL STOCKPILE PAGE #. Q P 9F BMP C123: PLASTIC COVERING C ONa. 2 1 SOIL STOCKPILE 25 Or' N W­ Vx. V t� •7_rFXAC I LOCATION OF BMP C1 54: CONCRETE WASHOUT AREA PAGE: IV SSSTUS UNKNOWN. Wx qniK �Vr:RtF` FXAA77'' 0(�ATION, J "Ar WATER CONNEGTION FULL SITE LAYOUT BMP C130: SURFACE ROUGHENING