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HomeMy WebLinkAboutPermit File BLD-2017-0135 1504 Latitude Circle City of Anacortes Invoice/Permit#: BLD-2017-0135 904 6th Street P.O.Box 547 Applied date: 03/16/2017 3 ' I Issue date: 03/16/2017 L �?s Anacortes, WA 98221-0547 �' 'P/ (360) 293-1901 Expire date: 09/12/2018 fEr Job Address: 1504 LATITUDE CIR Permit Type: Commercial Building Permit ANACORTES WA 98221 Project: APN: Remarks: Installation of temporary job site office. Sanitary sewer connection fees will be collected at the time of single family residence building permit for this lot Owner: BRIAN GENTRY Contractor: Address: 817 NAVE Address: ANACORTES WA 98221-1855 Phone: Phone: License#: General Information: Fees: Building Valuation 2000 Plan Review Deposit 22.51 Building Permit Fee 69.25 Plan Review Fee 22.50 Sewer Inspection Fee 50.00 State Building Code Fee 4.50 Total Calculated: 168.76 Deposits/Receipts: 0.00 Total Due: 168.76 I,ii ,t hJ �i t,i i-�. .. ,i, t'_T '4;1 el- CI el- C. ,-p --J 0 I:. , 1.17 ire A 1.. i i e-+ r--, •{i Ct. S:. rn 1 m T —_ i f(, ; CO r ''-• i_a I h: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, 00 H! CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED.. -.6 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISGQNS: OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, Tt-E GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER.STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 11•. o S GNATURE OF OWNER OR AUTHORIZED GEN "1". 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: 1504 Latitude CIR Owner: 48 North Anacortes LLC Constructed by: Landed Gentry Development Inc. Building Permit#: BLD-2017-0584 Date issued: December 27, 2017 Use Zone: R-2 Dated: June 11th, 2018 Authorizing Official: ?//5-77_0/7_ Ait‘se/J___ ;u ?6rne, e ( -- oir e--(4-e—rirlifo I Silt-a aR4 _c_ c./ ?er-- r ✓ e 1)c5--K; �'Prri4i ottt dech • rp/e,e0,c ‘-t ri"s2 4.1.1n2 fry, vines2., dye I avtze- i4_, feta cire r felsoyy‘t, ,a7c,„ -z plid_ pc a-uc /))2Nit- A % . , Q PLANNING, COMMUNITY,&ECONOMIC DEVELOPMENT DEPARTMENT `� � RESIDEf 9iPIAL BU0+LDIMO PERIVIE7 A PLIC TIODA Mailing Address:P.O. Box 547, Anacortes, WA 98221 sry 1 � Office Location: 904 6`h Street,Anacortes WA 98821 •'`,_.ay.. Phone: (360) 293-1901, Fax: (360)293-1938 PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): Parcels)#: /504 LAT/Thrvg Crg. /7 !G g I Subdivision/Lot#: Project Valuation: $ 48 AloArfi GaT ID APPLICANT: / Phone: Fax: L ,4N.4c rams L�C (t o �,� p') ��o- SS- 9oz l ,Exr, 19 Address(Street,City,State,Zip): E-Mail Address: 5 D4 0 • F.Qi2 1 j Aw &v./Non I AAT a` LA-NPE0 a'AIT -.coin PROPERTY OWNER: Phone: Fax: 48 klo Oa FO4 ISiv9 L LC. Address(Street,City,State,Zip): ,, � E-Mail Address: P o. ,Box 3 ( 9 , A/V4 cow% Si k4 9 'Z-/ CONTACT PERSON: Phone: Fax: 41T U4IS/1 Ca0317 /c?7oal /AA/#1a Sao- 7SS-9o2/ X I' Address(Street,City,State,Zip): Q am... E-Mail Address: I - , •. f4-iAI Welnl /Af/V alRidA/6TOA/ i4 %0-CO�3 Afer @ �.�/l✓17eO ,"72y.Co, n LENDING AGENCY: N (P / Phone: Fa x;____ Address(Street,City,State,Zip): E-Mail Address_` CONTRACTOR:* Phone: .1 c Fax: (-Amoco Ga-n,r m./ H n rr.s S 3 60 - -7$5 -9 P"L1 Address(Street,City,State,Zip): E-Mail Address: 5eeci C "P art;rt. Fa 6N 'v-> 1kz3"S c1/4 , t *All Contractors&Subcontractors must have a valid City of Anacortes Professional License#: Exp.Date: business license prior to doing work in the City. Contact the City's Business License#: Exp.Date: Finance Department at(360)299-1968. PROPOSED WORK: 6/2Atle_. P40 fob 3Gi X I2' dF0 SAGES OFf,CC A cci44 - w/Ti TErAle scat-«tom Access 4-,10 T'ejoP Nnse,fir-p, ,sT-op..,►sl A-rvp /4/47_G/2.- sere✓ica Cazye cr7-I,0A/ Wr d,c. 15,'` '. PRO!°OO D - W (2,DI Ift DOTAGE: Basement SQ': DNA Finished Basement: ❑ Unfinished Basement ❑ 1st Floor SQ': , ?3 c , p Garage/Carport SQ': NA 2nd Floor SQ': /vD Deck/Covered Porch/Patio SQ': N 4 Fire Sprinkler: Yes No �- Lot Area SQ': '7 51 ej SF I declare under penalty of perjury that the information I have provided on this form/application is true,correct,and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name: Any- SA,'w Owner ❑ Agent specify): 1iAW c-ror.. OP CPed 57h++ult.,/ Signature: ..�� _Date: 3//3) /1 - Page 1 of 3 1MEZ HVANIfC'/AVL,o Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: Elec#: Other#: Gas Water Heater: #: Location(s): Heat Pump: Elec#: Other#: Air Conditioning: Elec#: Other#: Boiler: Gas#: Elec#: Other#: BTUs: Exhaust Fans: Bath#: Laundry#: Other: Range Hood: #: Location(s): Fireplace: Gas#: Elec#: Other:#: Location(s): Clothes Dryer:/Duct: Gas#: Elec#: Other:#: Location(s): Stove/Range/Oven: Gas#: Elec#: Other:#: Location(s): Range Hood: Location(s): Gas Outlet(s): #: Location(s): Other: #: Location(s): TOTAL PLUMB p G FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): Refrigerator water supply(for water/ice dispenser): Kitchen Sink: Pressure Reduction Valve/Pressure Regulator: Utility Sink: Water Service Line: Tub: Water Piping: Hand Sink: Clothes Washer: Shower: Electric Water Heater: Tank-less? Yes ❑ No❑ Dishwasher: Backflow Prevention Device: Hose Bib: TOTAL OUTLETS: TOTAL OUTLETS: Zco TW� to TN 1 S APB Page 2 of 3 PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address:P.O. Box 547,Anacortes, WA 98221 71w� Office Location: 904 6`h Street, Anacortes WA 98821 �` Phone: (360)293-1901, Fax: (360)293-1938 Plans shall be of sufficient clarity to indicate the location,nature,and extent of the work proposed,and conform to the provisions of the adopted International Codes and City Ordinances. PERMIT TYPE: In ,t f° SUBMITTAL REQUIREMENTS: g r. ® ®° .e R The number indicates the number of 2 n Q copies for submittal (if applicable). 9° ® ® a q Residential Building Permit Application 1 1 1 1 1 Site Plan(Drawn to Scale& Surveyed— 2 2 0 2 2 if applicable) Building Plans(Drawn to Scale) 2 2 2 2 2 Reduced Site Plan(11"X 17") 2 2 0 1 1 Reduced Floor Plan(11"X 17") 2 2 2 2 1 Structural Calculations (if applicable) 2 2 2 2 2 Energy Code Compliance(shown on plans) Drainage Plan/Small Parcel Stormwater 2 2 2 Plan Landscape Plan 2 2 2 GradingPlan/Cut/Fill 2 2 2 Critical Areas Report(if applicable) 1 1 1 1 Geotechnical Report(if applicable) 1 1 1 1 Plan Review Deposit(due upon 1 submittal) 1. Handouts and Standard Details may be found on the City's website at www.cityofanacortes.org or can be obtained at City Hall during normal business hours. 2. Plans/calculation/reports prepared by state licensed architects or professional engineers must be stamped and signed by the design professional. Page 3 of 3 City of Anacortes Public Works Department\Jnilding Department Small Parcel Storm Plan Section 13.36.100 Chapter 13.36 Drainage P:equirements and Regulations Project Name: 48 NORTH PLAT&PUD Description: LOT 10 OF SAID 48 NORTH PLAT &PUD Owner: 48 NORTH ON FIDALGO ISLAND, LLC Developer: LG ANACORTES, LLC (Landed Gentry Development, Inc.) Site Address: 1504 Latitude Circle Anacortes, Washington 98221 Tax Parcel I.D. P31681 (Underlying Parcel) Prepared by: Steve Baughn,Landed Gentry Development, Inc. 504 E. Fairhaven Avenue Burlington,Washington 98233 (360) 755-9021 1. SPSP No. 1 --Construction Access Route a. Construction vehicle access shall be limited to one route,unless approved by the official. The construction access to the site is from a paved public street,known as Latitude Circle. Use 4 to 6-inch quarry spalls in temporary construction entrance per WSDOT Standard Plan I-80.10-02,for maximum soil and mud removal from tire treads,horizontal dimensions to fit maximum space available. b. A gravel construction road shall be installed which will remove as much mud and dirt from the vehicles as possible prior to entering the public roadway. The effectiveness and efficiency of the removal shall be to the satisfaction of the official. Use 4 to 6-inch quarry spalls in temporary construction entrance per WSDOT Standard Plan I-80.10-02,for maximum soil and mud removal from tire treads,horizontal dimensions to fit maximum space available. c. If conditions are such that an insufficient amount of material is removed from the tires by contact with the aggregate,the tires shall be washed prior to entering the public right-of-way. The water from this process shall be directed to a sedimentation pond or other appropriate sediment-trapping BMP for treatment prior to release to the public storm water system. There is insufficient room to construct a sediment-trapping BMP on this site for wheel wash. Therefore, any material that may not be removed by the quarry spall BMP will be scraped off of tires by hand. If material is tracked into the public right-of-way,it shall be swept up and shoveled out immediately. d. The entrance shall be maintained in a condition that shall prevent the tracking or flow of mud onto the public right-of-way. Periodic maintenance of the entrance, including the removal and replacement of aggregate, and cleaning and/or repair of sediment-trapping devices shall be performed as conditions dictate or as directed by the official. This BMP will be monitored daily. Appropriate measures will be taken to ensure access is in working condition. e. Sediment tracked onto the public roadways shall be cleaned on at least a daily basis. Cleaning of public roadways shall be done by sweeping and shoveling,not by wash-down. Any material that is tracked into the street will be swept up immediately. This lot is at the street high point, so street stormwater runoff flows both to the north and to the west. The use of a catch basin insert in the downstream catch basins located in both directions of Latitude Circle will also collect remaining debris. This catch basin insert BMP shall be checked and cleaned or replaced as needed. 2. SPSP No.2 -- Stabilization of Denuded Areas. All exposed soils shall be prevented from moving off-site or into natural or artificial drainage systems through suitable application of BMP's, including,but not limited to, silt fencing, sod or other vegetation,plastic covering,mulching, or application of ground base on areas to be paved. Mulching of exposed soil is the preferred first step BMP for this project. All exposed soil shall be covered with mulching within 24 hours. 3. SPSP No. 3 --Protection of Adjacent Properties. Adjacent properties shall be protected from sediment deposition by appropriate use of vegetative buffer strips, sediment barriers or filters, dikes, berms, or mulching, or a combination of these measures and other appropriate BMP's. Due to the close proximity of this construction site and the adjacent properties, use of silt fencing will be the prominent BMP. Mulching of exposed soil will also be used, along with swales to re-direct surface flow away from the project boundaries. Plastic sheeting shall be used to cover temporary soil stockpiles along with silt fencing placed immediately down grade of any soil stockpiles. a. Surrounding properties shall be protected from storm water runoff from the development. This shall be accomplished by constructing private drain lines on the perimeter of the development and discharging the storm runoff into a public storm sewer system. Open space tracts and buffers shall not be used for this purpose,unless otherwise approved. Private drain lines shall be contained in private drainage easements with appropriate statements placed on approved documents. Due to the close proximity of this construction site and the adjacent properties,use of silt fencing will be the prominent BMP. Mulching or exposed soil will also be used, along with swales to re-direct surface flow away from the project boundaries. Plastic sheeting shall be used to cover temporary soil stockpiles along with silt fencing placed immediately down grade of any soil stockpiles. b. Drainage conveyance shall be provided to all impervious areas of the development. Each lot or other developed area shall be provided with direct connection to the main public storm water conveyance system; sidewalk drains will only be allowed with approval of the official. Adequate provisions,to the satisfaction of the official,must be provided for directing storm water runoff away from all neighboring lots. This may be accomplished by providing private drainage easements on common lot lines and/or construction of drainage swales, curtain drains or perforated pipe and connecting to the public storm conveyance system. The new home will have roof& footing drains that will be tight lined to the existing 6" SD stub located at the northwest corner of the property. c. Verification shall be provided to the city engineer that the as-built detention/retention facility is in compliance with the project requirements. There is no detention facility downstream of this project. d. All site-generated storm runoff shall be directly conveyed to a public storm conveyance system,unless otherwise approved by the official. Easements and/or hold harmless agreements shall be obtained from affected property owners to allow passage of all site-generated storm runoff that is not directly conveyed to a contiguous public storm conveyance system. All site-generated storm runoff, such as roof drains, footing drains, and surface runoff will be collected and conveyed to the existing private storm service stub located at the northwest corner of the project site. There is no need to cross any other property to accomplish this and therefore there is no need to acquire any easements or hold harmless agreements. e. Adjacent properties shall be protected from sediment deposition by appropriate BMP's, including,but not limited to,vegetative buffer strips, sediment barriers or filters, dikes,berms, or mulching, or by a combination of these and other appropriate measures. The adjacent properties will be protected by placing any or all of the following BMP's: silt fencing,mulch cover, and mulch berms.Also, any existing vegetation that can be left undisturbed will remain as a buffer. 4. SPSP No. 4--Maintenance. All erosion and sedimentation control BMP's shall be inspected and maintained regularly by the developer to ensure continued performance of their intended function. Project site shall be inspected daily to ensure all BMPs are functional. Any correction or repair shall be done at time of inspection. 5. SPSP No. 5 -- Other BMP's. Other appropriate BMP's to mitigate the effects of increased runoff or inadequacy of already installed BMP's shall be applied as required or ordered by the official. Will work with City of Anacortes on implementation of additional BMPs as needed. 6. SPSP No. 6--Financial Liability. Performance bonding, or other appropriate instruments,may be required for all projects to ensure compliance with the approved small parcel storm water plan. (Ord. 2441 § 10, 1997) I will conform to the Small Parcel Storm Plan so that I am not required to obtain a Performance Bond. 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WILLIAMS «BranchAddress» <B ranch CityS tateZip» S C 07 S 1\vf A N o Phone: «BranchPhone» Sales Office rcce 3]X]2 Fax: «BranchFax» Mobile Offices o Storage Products Toll free: 800-78245OO And More wwwowlll1seoLcoln © 2000 Williams Scotsman. Inc. d 11 MOM & e OL ow.2ThES) WEAL SAP 1T? TO AP1SOVED AMR 1.3:" Rtd— IE1IliRE SUPPORT BEAR ZCyIi yA 'qt f ex-4r e 1' 2 J s3 Tim T 1C j. ': CF ' c�S �Li 1 PR OF�s`A! CAP WfTFi > !id(7FtE THAN yYj EEMIL sLitv wpm cow CIE st, >�� :, ICI •• i (2) 2'X8"Xi6' PT PLATES z¢ ` !� �J c--=�j° OR (1)—#X8'X16 WU m sR O ,7 ° d &'x8"x1&' CldU �� at FT F NO IRE �Di - � _ _ � �p�OREC-0�$g (1)—eX16"X16" CONC. OR _ n t.. B •• \la: - S�`• 23, ct\61 l 16'x16" ABS OR `j/�//�//���/j//• %°x15° ANCHOR 0 48�.0. RENEWS:09/30/2016 RENEWS:09/27/2017 W \ YY f� 2x12— 24" LONG PT. WOOD /�l/�/j�-'i\- l/• `� 1► o Opt 3f,2nt7I -`Y`„ �``fl \`.“, ROM PM PIM&!i}VS `` /N.- / YA% 12"two i1 t A 1 CMU PIER SOIL ANCHOR—ENDWALL �' SKIRTING DETA9L IONBEARING H.T.S. 1 N TS NTS 0 g9 1IIjIIF IIyb - e s PER CALV.STEEL STEW PER FI�N.E .I . 2 nR���u►x� uRe�i ANCHOR FMUFACN•+r CONNECT TOP PLATE x ► APPROVED END ANCH �4 TO MODULE W/16d W s I _ F u000LE SUPPORT / 1�DilLE SUPPORT BEAN i ,,, / � t 1O MIL 4VATER-PROOF \ \I\IN \ 5? i\�Sr�,� rt Sl�tI ' SHEET O/2x4TRT,Wa, 1 METAL PER� III' IL1 GU_SIDI REAP PER TRT.ASHEETING&GALV. Ci)I I — I ANCHOR uANu�A�u�x I '�---'-"mac z /4ila i 1 y •o.--• CONNECTORS.FLASH LEJ DI I k\ iB'xl6'19N.F7G.PAD, I I� i s I I `b J�L OVER EXPOSED SHEET CC Q coNGABShO.P-24 _ Q 0J `Q LONG PT.ROOD • A"`1' v v v r•r r r r - —I %'O TOO I OOOOO F-- _ zQ 8 \ jJ { I` '`�•\�! I If � ���t �� � t23x15"REBAR @ 32" a.c,sEcuwNezxa ` R.U1 LL . ; v s\ PLATETO SOIL {— o R x� \ ANCHOR P1y t _— ti Z R.` r /-� � O p E4.,f z 8lL Wz A2 PAD & PIER N.T.S. B 2 SOIL ANCHOR—SIDEWALL N.T.S. C2 SKIRTING DETAIL—STRUCTURAL/PITSET � � E. 5 �'• owe 03/27/2015 2 of 2 SHEET: D 1 4. STRUCTURAL NOTES: `4r _a, 1. DESIGN INFORMATION&LOADING: V-8) A. BUILDING CODE IBC,2012 EDITION tEhGiN OF UIDT s� B. ROOF LIVE LOAD 30 PSF(SNOW),Is=1.0,Cf=1.15 1 C. FLOOR LIVE LOAD 50 PSF OR2.00OR CONC.(OFFICE) ��I D. WIND CRITERION 115 MPH,EXP C,Kxt=LO rim �'r —is— t"t r`i t"r r, RI c.� re E■r E. SEISMIC CRITERION SDS=LOD,Ie=1.0,SITE CIASS D,CATEGORY D 1f F. ASSUMED SOIL SEARING 1,500PSF � G. WALL PLATE HEIGHT 9'-0" H. ROOF SLOPE 2:120RFLATTER n 2. CONCRETE: °' A. DESIGN COMPSTRENGTH 2,500 PSI S. REINF.YIELD 60KS1 .I �t � aKs s 3. MASONRY: t F ti NO. A. 8x16x8 UNITS ASTM 0.90,GRADE N • B. SET UNITS W/CORESVERTICAL&NO MORE THAN 3 HIGH,PER PLAN, PADS&PIERS, REQUIRED PER TABLE A I WITHOUT SOLID GROUSING CORES.SOLID GROUTED CORES OVER OVER 5 -SE Dna.At&A2/Dl WACs)EQUALLY HIGH REQUIRES SPECIFIC ENGINEERING. tst0lC1 }MD-WM SEE DEAL St Jr MAT, 4. SPECIALTY 1104S:("MINUTE MAN PRODUCTS,Inc."(800)438-7277 SPACED EQUALLY INN CORMS tw,w.minutemanproducts.com,OR EQUIVALENT) A. METAL PIERSTO BE CAPABLE OF SUPPORTING 6,00011 B. HOLD-DOWNS SET IN SOIL AND LOOSE GRAVEL SHALL BE SOIL ANCHOR AUGARTYPE SET VERTICAL W/STABIUZER PLATE OR HEAD;ORDRIVEN • I2' WIDE MODULAR FOUNDATION PLAN Q ANCHOR W/STABILIIER PLATE OR HEAD,W/A MIN.DESIGN WORKING SCALE: 1/8'= 1'-0" 8 V LOAD OF 3,15011 AND AN ULTIMATE LOAD OP 4,7251f.NUMBER OF n Tn- w ANCHORS AS INDICATED ON TABLE A.CORNER TIE-DOWNS TO BE WITHIN y 4 le 31-0"OF THE BUILDING CORNER.TIE-DOWNS OTHER THAN ATTHE E b 7 G /i►1 CORNERS SHALL BE SPACED EQUALLY.EACH INDIVIDUAL EQUALLY SPACED 1'i TIE-DOWN SHALL BE WITHIN 4'-0"OF THE EQUAL SPACING. TABLE A z `� i la C. TIE-DOWNS TO STABLE CONCRETE SHALL BE EITHER A MMA-18-THDLS FOR m a P � PRE-POURED CONCRETE OR A MMA-42 210-PDH POUR INTO THE § CONCRETE.NUMBER Of ANCHORS PER Mona RAIL PIER/PAD SPACING `rf E t%1 iN D. TIE-DOWNS SET IN AN ASPHALT ROADWAY OR PARKING AREA SHALL BE ad ii 5 "ROCK TYPE"ANCHORS INSTALL PIER/PADS UNDER CHASSIS, SPACE!) EQUALLY BETWEEN CORNER PIERS o B BUILDING.CONNECT ANCHOR 11ESTOBUILDING ONLY AFTER BUILDING IS E. INSTALL GROUNDPORT►ONOFTHEANCHORPRIORTOSETTINGTHE INSTALL HOLD-DOWNS, SPACED EQUALLY BETWEEN CORNER HOLD-DOWNS "' 2 y I,FULLY BLOCKED AND LEVELED. F. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S LENGTH OF UNIT J PADS & PIES ) HOLD-DOWN ANCHORS RECOMMENDATIONS.SEE INSTALLATION INSTRUCTION MANUAL EACH SUPPORT RAIL EA.SIDE EA.END S. Venn: 32`-0' 8 3 2 Q Cl) O $ A. PROVIDE UNDER FLOOR VENTILATION PER IBCCODEAND LOCAL 40'_O^ 10 3 2 LI I 0 F-' u+ REQUIREMENTS AT 1 NET SF OF VENTILATION PER 150 SF OF FLOOR AREA. B. IF A SUITABLE VAPOR RETARDERS INSTALLED THE RATIO MAY BE 42'-0" 10 4 2 Q p 0J Q INCREASED TO3.(o0,IF ACCEPTABLE TO THE LOCAL BUILDING OFFICIAL 44'-0' 11 4 2 I-- a J Z� 6. ACCESS: u] D DI- -. A. P O IDEACCESSTOTHEUNDERFLOORAREAPERTHECODE. 11 4 2 ill CD 0O q B. PROVIDE 18' MIN.CLEARANCE FROM SO1LT0 UNDERSIDE OF ANY 56-O 13 5 2 LU lt. UNTREATED WOOD MEMBER. 6O'-4' 14 5 2 S z U LI)sA C. PROVIDE12"MIN.CLEARANCE FROM SOIL TO UNDERSIDE OF ALL BUILDING 1- §L }a}--••t' z g MEMBERS. 0 tj.. 1-'Z .- 7. STI LONTIiTTON5: Z Q C) W ' A. FOUNDATION SUBGRADE TO BE UNDISTURBED NATIVE SOILS OR STRUCTURAL FILl.,COMPACTED TO95%OF THE STANDARD PROCTOR t r U Z� DENSITY PER ASTMD-698. io,tW w' 4� =" g0 PROF LT En 1D B. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION ATA �$ FIST tIli Its' U Q ET MIN.GRADE OFS%FOR THE FIRST 10•FEETAND2%THEREAFTERTOA ,s '� GIN S',a SUITABLE DISCHARGE 14 {�(}t <i ' ' - / '`` art PER y�' d 2 Q i 3�/t7 tf�e f 27 � 6 - e5. I� ,A-‘11 $� p 19L378 .`. .f ��OREGON 0h t Cn DAM 03/28/2pi5 d 1TEO '89p� ���' ` L_ O p 9. r'! 1of2 �4.ry l�' ��tA4 t�,9 rzs.� `Gc� A. i3 b W. 8¢ F RENEWS:09J3D/2016 RENEWS:09127/2017 1 31,2D171 5l T l 2 MiS-FIRt-DOLI IWtha 0,0 +:''A ®IM OD l 41.11111111111111111111.10 LOT 9 � w-/e_A ShcsSLQ b -C LANDED GENTRY ; (� � � ,��,,��^w � HOMES AND COMMUNITIES EXISTING � _�� C Jam` �v ` 1:11: � �� j STORTYPICAMDRAIN ' r GENERAL NOTES LkIE (TYPICAL) �W OWNER: " LANDED GENTRY ti 504 E. FAIRHAVEN EXIST. SANITARY BURLINGTON, WA • SEWER LINE100.00' CITYA0 98233 go WM " 1-(360)-755-90210.00'I (Lot9) 11.83 �?L/���falls d°� Td BFILOOR AREA- 1,890 SF m . � 68. 77' � A P 0l13 esIr IGAL __d.oiwas PERMITtt• cdf(`7 ZONING: �. . ,N (Lot 10) SS C�EANOUT SS: _ � 7YGv�sitC n`1 _..220 s W � R2 - RESIDENTIAL LOW DINSITY EAST. EXIST EXIST.SS - ,SS�1H GRADE CONNECTIONLOT LINEAPP'"OVER SY SETBACKS: (LOT 10) $UB.ECTTOFIELD INSPECTIONAPROVED PLANSALL SETBACKS IN COMPLIANCE WiA CITY GUIDLINES 1 ! N T@EAkTSRED WITHdTH®Rl 10YARD EXI221ST a 2 SIDEYARDS MIN 5' GRADE REAR YARD MIN 20' DRAIN PROPOS D 4" DIA. o FRONT YARD MIN 20' / SANITAR SEWER o N , �i , HEIGHT: EXIST.SD U fl\ / Q MAX. ALLOWED: 35' �� CONNECTION I (NORTH)7.5' SIDE YARD ✓`04 •02 / Z�� PROPOSED:UNDER a (LOT 10) I BUILDING SETBACK LINE l PARKING: ::4'':1P: W z o STREET PARKING ONLY (DUE TO Q I W a " c�C BEING A TEMPORARY STRUCTURE) kr IL-9° < ° o LOT COVERAGE a R BUILDING AREA: e' ce Fe 379 S.F. w . 5.00' LOT AREA: 1 =` 7,518 S.F PERCENT COVERAGE. 379 / 7,518 = 5.0Z CONCRETE , 'a ci ILOT 10 WALKWAY CONCRETE TEMPORARY b o� PORCH SALE OFFICE o ss 1 I I N I i I / , LOT LINE 8 I (EAST) 20' REAR YARD RIGHT-OF-WAY LINE i o BUILDING SETBACK LINE 4 1 2 ,_,c) / / COCRETE „ vdirf /41 1 , I CURB&GUTTER Y 7 7 83' ---: / PROPOSED DRAIN ARD j 00 4'SCH 40 PVC DRAIN // SOUTH 7.5' SICE YARD LINE BUILDING SETBACK LINE LOT LINE .. o. ,/ / N or .0 0 00 00 , / — / \ 7. 7 . , j /�/ 10' PUBLIC UTILITY BUILDING SETBACK LINE(WEST)20' FRONT YARD j / EASEMENT j/ 4DE LOT LINE / Aild _ 224.3 1nLA PRIG .SCEll,�' / / sit / �� EXIST / _ / GRADE 6 0 3 6 12 / / all7izG. 11 MI/ / _ . / ( IN FEET ) Ho Scale: 1 Inch = 6 Feet i 48 NORTH �/ TEMPORARY SALES OFFICE / i ,' SITE PLAN �/ LOT 10 1504 LATITUDE CIRCLE �� ��� ' ANACORTES, WA / , / / / / roe No: PLAT OF "48 NORTH" /v DESIGNED: LG DRAWN: \ DATE: 3/09/2017 \\ �i //_ .� i ' T 11 • c. 1' SHEET • 1 of 1 --- I ECISTING LOT 9 ' I 1 STORMDRAIN as �� I LINE (TYPICAL) 11111111111110 PROPOSED PERIMETERGala zzao / SILT FENCING(TYP),SEE�a`s z� a f o ra d --._ -- .---- -._.__. .. ,,,,-,_ ._ DETAIL BELOW LEFT �z EXIST. SANITARY �� �� � <z o I __ -_-- -._ ___- __ LANDED GENTRY SEWER LINE °1 N --MOO wM I I 100.00' 0.00' HOMES AND COMMUNITIES (Lot 9) 220.8 I 11.83' 4° EXIST TIE SINTO EEXIST. 68. 17' GENERAL NOTES --- ---- > --- .._. ._.,.,, GRADE I 6' SS SERVICE STUB. ��o o� X x x x X X X OWNER: z. X X LANDED GENTRY I WM x�� � ���, �� .���. I X X X 504 E. FAIRHAVEN s; _ �, (Lot 10) • SS CLEANOUT • E ST x EXIST. SS X� Y. _ BURLINGTON, WA CONNECTION LOT LINE S H 98233 E6 (LOT 10) SOIL STOCKPI.E LOCATON 1-(360)-755-9021 e __.. _, x (COVER WIT PLASTIC 221.2 - BUILDING' x 4, DDRNGSYetMEu Ts} ! EXIST .RD � ___ —-- -- _-_ GRADE FLOOR AREA- 1,890 SF o DR. , - PROPOSED SILT N FENCING BELO'pJ,TOCK SITE: I x EXIST. SD CONNECTION TIE INTO EXIST. -f PILE(TYP),SEE QEcvTAIL TYPICAL i v�- . . BELOW LEFT • (LOT 10) • O��', DRAIN 6"PVC STORM �k ZONING: x G�cis°5� i - , x� (NORTH) 7.5' SIDE YARD R2 - RESIDENTIAL LOW DINSITY z 4w I PROPOSED 4" BUILDING SETBACK LINE SETBACKS: ,, o o I o DIA. SANITARY • I ALL SETBACKS IN COMPLIANCE ' ¢ co + I SEWER tioso WITH CITY GUIDLINES r I W TEMPORARY in \ I �Te`5 I SIDEYARDS MIN 5 COD i J ENTRANCEPEROWSDOT �t ' l•Ov- REARR YARDR MIN 20 FRONT YARD MIN 20' ' � STD.PLAN Ib0.10.02 _ r�'}� : -"--�-j` • H. 1 (SIZE TO FIT) '.. ( 'I ■■` �. I LL ,,, r. U OAVGE CONSTRUCTIN HEIGHT: x1 MAX. ALLOWED: 35' f� FENCING N MARK LAND j PROPOSED:UNDER "s H ( *� ��.�„��r �fi � DISTURBANCE LIMIT. 2.5 <C 1 U ��)� 7-V-' � 1' o 0 "'J . L )>-k- i 01 . PARKING:STREET PARKING ONLY (DUE TO a BEING A TEMPORARY STRUCTURE) In = It N \ i STREET -I'\ I - w ill HIGH B o POINT `I'eflq°8 I 1 CONCRETE I o o o 10 O CONCRETEft WALKWAY O " o s Z } T //�� /1 o PORCH • o LOI COV ERAGE N ;// !I'ill, IIme" 1 POINT I o BUILDING AREA: / Ki, i LOT 10 37s S.F ' 1504 LATITUDE I LOT AREA: i x I 7,518 S F. IJ LOT LINE x �1 o CIRCLE ! BUILDINGSETBACKL NE PERCENTD COVERAGE: I RIGHT-OF-WAY LINE o 0 PROPOSED P IM€TE�t o I 3 / SILT FENCING TYP),SJE '� .� �' x DETAIL BELOW EFT 1 / , hill 110111101111.0 O OL • LEGEND: CB CATCH BASIN v x OS DOWN SPOUT GOCRETE / ■ YARD 1 i 83' • CO CLEAN-OUT CURB&GUTTER PROPOSED SD STORM DRAIN k 4'SCH40 l P-AIN ) PVC DRAIN / SS SANITARY SEWER 0,444 / LINE / WM WATER NETER r -; YD YARD DRAIN (PRIVATE) / / / —� • (SOUTH) 7.5' SIDE YARD LOT LINE / x / 050 BUILDING SETBACK LINE .� DIREcnav OF Flaw 04' EXISTING FIRE / \� —--- �yPOSE HYDRANT LOCATED / j' �JGGt'� FLa'MJNE OF SwALE BETWEEN LOTS 25 / t , • I roam / g p5,DISTANT 1 ffi' - 4- or j/ I (WEST)20' FRONT YARD / 10' PUBLIC UTILITY BUILDING SETBACK LINE • / EASEMENT 'f►3/41 / // X X�—x X X X X X X X X 224.3 I- t / X X X— EXIST GRATE .•i r.9 / / EXIST / N 6 / UP'��Q�P QR,o _ GRADE / PROPOSED PERIMETER z j/ �P�y�SQ-Q.y��ryo9 / SILT FENCING(TYP),SEE LOT LINE /, �g�. . 4 P)o' DETAIL BELOW LEFT /, KVyeo / — — — 109.56' / GRAPHIC SCALE t / 6 0 3 6 12 i // / II i�III- 2'X2 x14 OR O.C.. WIRE / HoT1.z. Sc¢LeN >FEET 6 Feet / ON APPLIICABILITyEOUIALENL LOT I 1 NON-WOVEN SEDIMENT CONTROL / 48 NORTH FABRIC MATERIAL, 60" WIDE f ROLLS. USE STAPLES OR WIRE 1 Erosion Control Notes for Residential Construction - City of Anacortes Erosion Control Notes for Residential Construction - City of Anacortes TEMPORARY RINGS TO ATTACH FABRIC TO `� WIRE I Continued: , Im! d I I I = 1 — 1=1I I r _ I III- SALES TRAILER :111-1 I 1=1 n-I 11-111=1 I I=1 I I=1 T 1i rl I1=1 11- A. Erosion Control Best Management Practices shall be in place per the 2"X2" WOOD POSTS AT accepted site plan prior to any construction start. F. Two (2) weeks prior to the beginning of the wet season (October 1), all s'-o" O.C. (STEEL POSTS L) I B. The erosion control shall be inspected once a day and modified to meet disturbed areas shall be reviewed to identify which ones can be seeded inCAN SMALL PARCEL STORM PLAN BE USED AS AN _ Y the surroundingconditions as needed. preparation for the winter rains. Disturbed areas shall be seeded within one ALTERNATIVE) PLAN VIEW P P I C. The storm drain system shall be cleaned daily (Section 7-07.3). All (1) week of the beginning of the wet season. A sketch map of those areas LOT 10 SILT FENCE N : I a-01.3(9)A) _ , , r drainage systems shall be cleaned to the acceptance of the City of to be seeded and those areas to remain uncovered shall be submitted to __f 1. BACKUP SLPPOR" TOP 4.E SHALL BE W THE FORAM Of STEEL N9RE OR PLASTIC MESH. IF BACKUP SUPPORT IS g g q g 1504 LATITUDE CIRCLE NON-WOVEN SEDIMENT CONTROL FABRIC USED SILL!. 9A MOPE • :_ h- M MESH SPACING CF 2 INCHES AND THE PLASTIC MESH SHALL BE AS RESISTANT TO Anacortes prior to acceptance of the project. the Project Manager. The Project Manager can require seeding In uLTRAVlGEOI fl.E ' AS LE IT suPPORTs. D. Stabilized construction entrances and roads shall be installed at the additional areas in order to protect surface waters, adjacent properties or WIRE, STAPLE OR NAIL TO POSTS AS - 2. THE GEOTErms 4*._L BE j '�_i ON THE UP-SLOPE SIDE OF THE POSTS AND SUPPORT SYSTEM USING STAPLES IMRE, OR REQUIRED TO SUPPORT FABRIC WHEN IT IS SLOPE �j IN ACCORDANCE W 'HE WA • ' ' R'S RECOMMENDATION. beginning of construction and maintained duringthe duration of the project. drainage facilities. ANACORTES, WA TO BE IN PLACE FOR 6 MONTHS OR LONGER. �� N E. THE R, TO F Q 3u' BE TOGETHER71-5 AT PIE PANT E MANUFACTURE,ANE, OR AT LSHALL BE APPROVEDATTHE CITY ENGINEER, Additional measures may be required such as wash pads to ensure thatall G. Penalties for an Erosion Control violation are subject to a $300 to $1000 ENGINEER, T FDEI ... BE/� = AS RA . ALL SENN SEAMS Tu R OVERLAPSA LOCATEDBY A HEPCITY BACKFILL 8"X12" TRENCH W/NATIVE o POST. SOIL, AND ON BOTH SIDES OF FILTER 1 4. POSTS SHALL BE E'>f° OR STEEL. HARDWOOD POSTS SHALL HAVE A MIN/MUM DIMENSION 2"X2' BY THE MINIMUM paved areas are kept clean. No mud is allowed to enter onto City streets. fine under Chapter 17.66 - Penalties for Violation. Each day is considered FABRIC ON THE SURFACE. _-:. -- / Tn LENGTH SHORN Oh 'IC P .IN - a 'OSTS SHALL CONSIST OF U, T, L OR C SHAPE POSTS WITH A MINIMUM WEIGHT OF 1.35 =1 =1 - Les/Fr, OR oTrtp s EEL =D• NA. WA EDBIVALENr sTR£NGTH AND BENANG REssrANGE rD HE Posrs usTED. E. Any soils exposed that will not be disturbed for two (2) days during the wet a different violation. � = , 5. WHEN SEDiEN" DEPOS S • A-°ROXIMATELY ONE-THIRD AZ HEIGHT OF THE SILT FENCE, THE DEPOSITS SHALL BE JOB NO: PLAT OF "48 NORTH" '''—I '1—II I- REMOVED OR A SECO4C Si • S-ALL BE INSTALLED, AS DETERMINED BY THE CITY ENGINEERING REPRESENTATIVE season or seven (7) days in the dry season shall be immediately stabilized with the approved ESC methods (seeding, mulching, plastic covering, etc.) DESIGNED: LG 8" / MAINTENANCE NO-E` (sec-ON 8-01.3(11)) MIN. / _ 1. EROSICA :_' 44 9+A-_ BE MAINTAINED SO THEY PROPERLY PERFORM THEIR FUNCTION UNITE THE CITY ENGINEERING REPRESEI-•-.E CE-° / T4£` ARE NO LONGER NEEDED. DATE 3/09/2017 2. DEVICES S-A__ BE '5• =V A DAILY BASS FOR DAMAGE AND SEDIMENT DEPOSITS. DAMAGE TO OR UNDERCUTTING OF THE PROFILE DEVICE SPA.- BE °E BE5 SUE ATELY 3. EROSION C7•=C :=VIES '-- ' HAVE BEEN DAMAGED SHALL BE REPAIRED OR REPLACED IMMEDIATELY BY THE CONTRACTOR, IN SHEET 1 ® 1 ACCORDANCE N= SE:-ON '-C'.'3(4). VI i en 1111111111111111 Ve 48 LOT 9 LANDED GENTRY I HOMES AND COMMUNITIES f. EXISTING STORMDRAIN GENERAL NOTES LINE (TYPICAL) OWNER: ` LANDED GENTRY 504 E.;.. BURLINGTON�WA AVEN EXIST. SANITARY --- -- ____ I 98233 1-(360)-755-9021 SEWER LINE WM 100.00' (Lot 9) 220.8 0.00' 1 i.83' EXIST1'4 — BUILDING: FLOOR AREA- 1,890 SF ,. GRADE 68. 1 T ��� Sl TE:-^ TYPICAL WM s� �A .fi0' SS CLEANOUT ZONING: R2 - RESIDENTIAL LOW DINSlTY ST. � SETBACKS: LOT LINE _ ST P ALL SETBACKS IN COMPLIANCE 411 --' �� ? I �\ WITH CITY GUIDLINES Nv - EXIST SIDEYARDS MW 5' YARD GRADE REAR YARD MIN 20' o np tnr PROPOSE D 4" DIA. FRONT YARD MIN 20' N ( SANITAR SEWER o �._ \ ` N HEIGHT: MAX. ALLOWED: 35 (NORTH)7.5' SIDE YARD { PROPOSED:UNDER { BUILDING SETBACK LINE PARKING: w Z o - STREET PARKING ONLY (DUE TO W I -— 0 \ BEING A TEMPORARY STRUCTURE) € oCL . - . . ( L I H 3.0 vt ii ge` J LOT COVERAGE a BUILDING AREA: �': 1 / 379 S.F. LOT AREA: hi i - - - - - - • - - - - 7,518 S.F. 1 - PERCENT 379 / 7,518 COVERAGE 5.0% CONCRETE �,i ,o o LOT 1 0 WALKWAY _ CONCRETE TEMPORARY p r P I I (� o PORCH SALE OFFICE o / ( - - • I r - ° I II o / ) ts I '1i (EAST) 20' REAR YARD LOT LINE& t BUILDING SETBACK LINE if RIGHT OF-WAY LINE r o ;' r Ir � 0 r . . . . . . . . . e� = j rn I i r COCRETE t ege CURB&GUTTER YARD IN - 1 f '" 11.83' T / ( c I / / f (SOUTH) 7.5' SIDE YARD LOT LINE �/ / ( BUILDING SETBACK LINE / / �' Z / (WEST)20' FRONT YARD j `— �10'Pl} C UTILITY BUILDING SETBACK LINE j 2209 N % iASEMENT / 1 ' EXIST LOT LINE j �'� GRADE /- 22a.3 ► GRAPHIC SCALE EXIST 6 0 3 6 12 III MI III MOM / / GRADE / MI NM % / ( IN FEET ) j Horiz. Scale: 1 Inch = 6 Feet / / _ , . 109.56' -- / LANDSCAPE LEGEND: — 48 NORTH / - TEMPORARY / INDICATES SOD SALES OFFICE / TEMPORARY INDICATES ANNUAL SHRUB LANDSCAPE PLAN i '62 LOT 1 a ��oo .. ������ 1504 LATITUDE CIRCLE ANACORTES, WA INDICATES PERENNIAL i/ I FLOWER BED WITH MULCH i ' OR BARK SURFACE JOB NO: PLAT OF "48 NORTH �/ / � r AMENDMENT DESIGNED: LG \ / DRAWN: i DATE: 3/09/2017 kOT 11 SHEET of