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QFOgCODEC <br /> e 1TY04 <br /> I <br /> Allink <br /> A <br /> ._-------\ <br /> `�� .gCOR`S �o <br /> ��FIELD v-- <br /> \---... <br /> Provide NFPA 13D automatic fire <br /> 6' WIDE SIDWALK sprinklers prior to framing inspection. <br /> NOTES: <br /> I . DURING CONSTRUCTION, THE RUN OFF WILL BE CONTROLLED WITH <br /> SILT FENCES AND SHALLOW SWALES TO PROTECT THE <br /> ADJACENT PROPERTY. <br /> 0 8" SANITARY SEWER (3 2. THE STREET STORM WATER CATCH BASIN WILL HAVE A STORM DRAIN INLET <br /> PROTECTOR INSTALLED PER WSDOT DETAIL I -40.20-00 <br /> 27 th STREET fNW) _ 3. STREET AND DITCHES WILL BE CLEANED DAILY OF ERISION RUN-OFF IF ANY. <br /> 4. BEFORE CONSTRUCTION BEGINS, A SITE WALK WILL TAKE <br /> PLACE TO IDENTIFY THE CONDITION OF THE STREET, CURB * GUTTER. <br /> ALL BROKEN AREAS WILL BE REPLACED TO THE CITY'S APPROVAL <br /> PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. <br /> 5. 7 NEWS TREES TO BE PLANTED <br /> G. TIE-INTO EXISTING SANITARY SEWER <br /> Q ' " d 7. TIE-INTO EXISTING CITY WATER <br /> 8. THE ROOF DRAINS WILL DISPERSE INTO THE 110' BUFFER THROUGH (BMP T5.30) <br /> 6' WIDE SIDWALK <br /> NEW PERCENT OF LOT COVERED <br /> PER WSDOT DETAIL I-80. 10-02 4" - 8" QUARRY SPALLS LOT AREA 15000 SQ. FT. <br /> GRAVEL CONSTRUCTION ROAD w/ LOT AREA OUTSIDE BUFFER 6 143.6 SQ. FT. <br /> 150.00' <br /> BMP C 17 105 HOUSE $ PORCHS 2358 SQ. FT. <br /> .�A 97.29' N 89d 21 ' 39" W • 52.7 I ' CONCRETE TRUCK WASHOUT AREA PERCENT OF COVERAGE ► 5.7% <br /> 44‘ X X X X X X X 5(43) BMPCI51 <br /> (3 REQUIRED) / BMP C 153 <br /> And Min. Height of 0-0" AREA .��,, NEW PERVIOUS AREA <br /> Min. Caliper of 2" / 0% SLOPE MATERIAL STORAGE <br /> • Acer PalmatunV/Japanese Maple :0 GRASS BMP C 123 15000 SQ. FT. <br /> �•: LOT AREA 2358 SQ. FT. <br /> �'`�� G MICOVERED wQUEEN HOUSE PORCHS <br /> // 20' CONCRETE - SOIL STOCKPILE LOCATION CONCRETE DRIVEWAY 400 SQ. FT. <br /> S 20d 54' 39" E / GRASS DRIVEWAY SIDEWALK 2GG SQ. FT. <br /> 32.49 / 2 STORAGE SHEDS 320 SQ. FT. <br /> CONCRETE (FUTURE) <br /> / SIDEWAL CITY OF ANACORTES <br /> TOTAL 3344SQ. FT. <br /> Additional TESL fencing or BMPs PERCENT OF IMPERVIOUS 22.3 % <br /> may be required between the / Ir"4"-- ------1=11(I _ _ PLANNING AND BUILDING DEPT: <br /> project and the wetland buffer. / __ �____� F==== - ' ; X <br /> No sedimentatious runoff is / COURT l— . MINI-SPLIT APPROVED PLANS <br /> • permitted to enter the wetland / YARD EAT PUMP DRAWING INDEX : <br /> GRASS F,� o , CONC. PAD REVIEWED FOR CODE COMPLIANCE <br /> buffer. °L' ""G " 4- X PERMIT #: BLD-2021-0775 <br /> 7...., , I _____----__-- , J�--q I AUX. ADDRESS: 2411 27TH ST I SITE PLAN <br /> O �= ENERATOR 2 . ELEVATIONS <br /> I �� PORCFt , CONC. PAD APPROVED BY: 7L L, <br /> Z _ ,,,,.�-ter r� ��' — 71 <br /> SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NO1 FIRST FLOOR PLAN <br /> I la =1 L irc 8'" •0 4. SECOND FLOOR PLAN <br /> BE ALTERED WITHOUT AUTHORIZA ON. <br /> E._,_�___{ __J__ 4.-- J J - X N 5 . FOUNDATION PLAN <br /> '' �� ''`I' '' S-3 . I ENGINEER FOUNDATION DETAILS <br /> o BUFFER SIGNAGE I I ==)ii ; =rl til <br /> z • INSTALL SPIT RAIL FENCE ON BUFFER LINE w/ ---4 11 ��- �µ .m <br /> = BUFFER SIGNAGE I •y ,50 It x 6. FIRST FLOOR ROOF PLAN <br /> OI p MEDI OOM }. <br /> 5-2 . 2 . ENGINEER 2ND FLOOR FRAMING PLAN <br /> ILI i 8.-I.cm. r 1 ,1 Ilr -h <br /> N I GRASS ' II 1I`�' ' ' ° \ * FIRST FLOOR ROOF FRAMING PLAN <br /> CO • - I Er �; E JL 7 . SECOND FLOOR ROOF PLAN <br /> -6 Install construction a �_ -CLOSET i CLOSET X <br /> O fencing along Ir===- --- ---y rt 5' ii �`- _-- --- `= 5-2 .3 . ENGINEER 2 ND FLOOR ROOF FRAMING PLAN <br /> m <br /> zi wetland buffer33" I W <br /> �� o4d o7 E , ;� 0 8. SECTIONAL DETAILS <br /> boundary prior to q 8,t}5' <br /> commencing I i.14 <br /> BED .•M I BED R.•M 2 lo <br /> I a,- cew"c r i b`I'CH <br /> construction. I l ! F 4---Hi- x <br /> • <br /> / ICI -_, -� -T <br /> 1 i L m �_� DETAIL I -30. 1 5-02 <br /> ' p.}_J W PER <br /> W5DOE <br /> -- - ;l; "—"..3 x ZONE: R-2A <br /> BUILDER TO VERIFY ALL DIMENSIONS <br /> I �°° I X CONSTRUCTION NEEDS TO COMPLY WITH <br /> 2018 WAS H I N GTO N STATE ENERGY CODE (WS EC) <br /> BUILDING TO COMPLY WITH THE <br /> • GRASS GRASS / <br /> 9'-4,X BUILDING CODES <br /> PLUMBIIRC NG TO O COMPLY WITH THE <br /> / 0% SLOPE <br /> 0% SLOPE <br /> //I ►/I //I �I/I x (4 REQUIRED) <br /> of 15'-0" 2018 UNIFORM PLUMBING CODE <br /> • 5 1 701 46' 1 G" E ,� � � 4 �- � g r <br /> 2 2.2 3' / ��� VA� 22' VIU 4i11�" Thundewrhead Pine Tree I <br /> / x x x X x >< ' X X X X x X X <br /> / FUTURE SCALE: I _ I O�-O ON 22" x 34" PAPER I of 8 J <br /> • / STORAGE SHED LOT f ST FUTURE <br /> SHED SCALE: 1 " =20-0 ON I I x 17 PAPER <br /> 8' x ' 6' SITE PLAN <br /> 88.46' • N 89d 2.1 ' 39" W vim/ <br /> • • 66.54' <br /> 150.00' I RVI NG CONSTRUCTION <br /> ALLEY ADDRESS : 241 I 27th STREET <br /> PARCEL #: P - -567 (LOT 1) )36-517- <br /> Xredl D : 3772-259-010-0007 <br /> DRAWN BY: BRUCE RUSTAD DATE: 09/ 10/2 I <br />