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Permit File 2101 37th Street
<f1 City of Anacortes IrrvoicefPermi1 #: BLD-2015 394 904 6th Street Applied date; 0840712015 P,O,Box 547 Issue date: oatiorni5 ' 'of Anacortes, WA 95 1-0547 E:xpile date: 02105 2E)i W {364) 293-1901 Job Address:. Permit.Type: Grading Permit Project APN: Rarnarks: Fill & grade pe rnIl for 37th 5 `C. Avense associated with the construction of 5 duplexes(Parcel#: P'124667). Owner TOM ALLEN Contractor. Address: PO BOX 817 Address: ANACORTES WA`F8221.6817 Phone: (36O)293-7754 Phone: License 00: General Information: Fees: CUBIC _YARDS 1100 Engineering Cons'Inspection 2,388,64 Grating Plan Review Fee 49,25 Grade and RI 209.00 Toter Calot/eted: 2,646.59 Deposits eceip*s: 959 25 Total Cite: — 1,6S9.G4 fr r a I ;. I , * t I a. EST . a 7 5,1 ir a, x ■ I THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT OOA 1ENCEI] WITHIN 180 EVA OR F� COI STiP OTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMME1 CED k HERF_BY CERTIFY Ti-RAT i HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.AU. 'R ISIIM,S:4 OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL 6E COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT GRANTING OF A PRMTT DOES 240T PRESU1utE TO GrW AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STA.t % LOCAL Tlf.10 UCT1ON OR THE PERFORMANCE OF CONSTRUCTION_ —c,47171/1(1 SIGN; OF OWNER OR ALPHORIZED AGENT ISSUED SY rr `- ... �.. City of J 11 OI'' S InvoicefPermit#: BLD-2015-0394 .1 } ti 904 6th Street Applied date: 08107f2015 • P.0.13ox 547 Issue date: 08l1012015 tI f- Anacortes, WA 5221-0547 • • • Expire date: 02f05f2017 x, / (380) 293-1901 Job Address: PecmitTypa_ Grading Permit Project: APN; Remarks: Fill&grade permit For 37lh& "D"Avenue associated with the construction of 5 duplexes(Parch#: P124667). Owner. TOM ALLEN Contractor: Address: PO BOX 817 Address: ANACORTES WA 98221-0817 P#ione= (350)293-7754 Ph-one: General Information: Fees. CUBIC YARDS 1100 Grading Plan Review Fee 49,25 Grade and Fill 209.00 Total Calculated- 258,25 Deposits/Receipts: 0,00 Taal Due: 258.25 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND {NOW THE SAME TO BE TRUEAND CORRECT ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AvnioRITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION, Ovitv_ — SIGNATURE OF OWNER OR AUTHORIZED AGENT "ISS E 8 a i LE RVEK ENGINEERING CIVIL DESIGN AND DEVELOPMENT CONSULTING PC) Box. 8 8 4 l N A C G R T E S , WA U 8 ? 1 1 P. S 8 0 5 8 B . i S R$ $ $ gl I t a l. RESPONSE TO COMMENTS Project: 0-AVENUE DUPLEXES {TOM ALLEN) Date: June 7, 2015 The following detaifis responses to the review comments received 18 May 2015. Comment Response Sfreet CI Add -PW *15-025-Dev' all sheets Added "Pipe size" and insert-a-tee" at yard drain Notes added to p#an and profile "Area of retaining walir near SSCO--O) No.The toe of the wall will be constructed east of the clean-out. Note asking that footing drains be connected Changed. to SDC6-04 rather than 5D-05 Water meter detail s#rerst call-out Changed to "C4" Cahoot - T-O6" on waste enclosure Added Note at SDCB-01 : "011fwa[er separator per Oil-water separator added_ DOE. Grass-lined swaler Note at D-03"Crass--lured swale for W " 1 - Concrete perimeter rings around utility Detail added to (new) sheet CS. Note added to structures (5T-02) sheet Cl . 2 - Grade Fill Permit 3 • VOID Okay. ) li a f015 4 - Engineers estimate of cost 5 Ice specific Traffic Control Plan I Plan revised on sheet C4 " ____ - t___.-______. L E F I E 1 1 E E l G Comment Response I5 - Recorded survey Sheet C2 "Scale" on note with wrong text size Text size adjusted. Note on Construction Entrance Call-out added Note on Silt Fence installation Call-out added Note on Inlet Protection Call-out added „Plan to match l.PSWP" See revised LPSWP "Redi-Rock"?Wall type? Yes, this is Redi-Rock or equivalent. Note added to plans. Sara Profile: Question marks on water main Call-out added labeling water mains San Profile: "'Invert (lyp)" on rnarthol This is a curiosity of ACAD v2009, that you can't label inverts on the manholes. If you look a few inches either side of the manhole, the inverts are listed with the Pipe Data. Storm Profile: 'Does not match site plan"with In what way? big circle around pipe SD-OS. Yard drain connection notes added. Also: based on a comment from Terry, added new SSMH near SSMH E-197 to avoid conflicts with thrust blocks, Also: Sediment Pond location added, if necessary, At this point, I am unaware of the contractor's proposed phasing of the project so the TEEC planning is conceptual only. Sheet C3 Update contact list Contact list updated • Sheet C2 4 Traffic plan: "site specific plan" Plan revised for this site. LERVIK ENGINE_ ERING Comment Response MERGE PARCEL sraimavATER HAN Missing LPSPR 1 - Erosion Control Plan See Sheet C , lower left corner. Please note that we have not had a i coordinating meeting with the contractor yet to determine the phasing, means and methods of construction, all of which affects the BMPs ' needed. LPSPR 3 response "noted" 'Noted' added LPSPR 4 (a) response missing Added LPSPR 4 (b) response comments I Response modified LPSPR 5: various notes Response modified LPSPR 6: various notes i Response modified LPSPR 9 response "noted"' Added. 8'-5' - 30' RAMP -- 6 YARD AND�` I OONC- OR ASPHALT 8 YARD SLOPE — l/4"/FT max. 2X I I 1 bp PAD AND RAMP MUST OE N, 8' " I I .AT SAME GRADE_ 3 YARD/ I I OR LESS I I • 4 24.-0" Ow CONTAINER NOTES: ' 1. PAD IS 70 BE CONCRETE ONLY. * UN-REINFORCED CONCRETE. 8" rFDcEC. \ * IF REINFORCED CONCRETE PAO, 4" THICK MINIMUM. R30' MIN. \ 2, ACCESS DRNEWAY: * IF ASPHALT: 2" MIN, THICK OVER 4" CRUSHED 1/4" MINUS COMPA1[w \ TO DO t4INIMUM- \ 3. CONTAINERS 3 CUBIC YARD OR MORE. MAY ABUJ1 A NON- \ COMBUSTIBLE WALL WITH NO OPENINGS- IF A COMBUSTIBLE WALL, SOFFIT OR COMBUSTIBLE WALL WITH UNPROTECTED OPENINGS \ MAINTAIN AC LEAST 5'-•O' OF SEPARATION BETWEEN THE CONTAINER ANC THE STRUCTURL , 1 4- ENCL SURE: • I2.-O WILE MINIMUM, II * 1 1'--O' DEEP FOR .3 YARD OR LESS CONTAINERS. 1 * tfr'-D" DEEP FOR CONTAINERS LARCER THAN 3 YARDS. 5 PAD -- NO ENCi SURE: * 9'-8" WIDE MINIMUM. • 6.-7" DEEP FOR 3 YARD OR LESS CONTAINERS. * 8.-5'. DEEP FOR CONTAINERS LARGER THAN 3 YARDS. 8, GATE:. IF PROVIDED. THE POST SHALL BE SET RIGID WITH ADEQUATE STRENGTH T4 SUPPORT THE ENTIRE LOAD OF THE GATE WITH A BASIC WINO SPEED Of 80 M.P.H.. THE GATE(S) WILL BE EQUIPPED WITH THE AAPROPRIATE MEANS TO BOTH HOLD CAT S) OPEN OR CLOSED- GATE ARE D$SCOi1RAGED. 7. THERE 5HALL BE NOT OVERHEAD OBSTRUCTIONS ABOVE THE ENCLOSURE OR THE APPROACH TO THE ENCLOSURE, 8. THE LOCATION OF THE CONTAINERS IS TO BE SUCH THAT SAN TATION TRUCKS D4 NOT HAVE r0 PAC K INTO CROSS TRAFFIC, - 9, THE DUMPSTER PAD MUST BE ON A PLANE LEVEL WITH THE PLANE OF APPROACH. THE PAD MAY BE UP TO 6.'' HIGHER THAN THE AP?RC?ACI-I BUT NO LOWER 11-tAN THE APPROACH, IC1, RECYCLE DINS AND OTHER NON OLtY CONTAINERS MUST BE PLAC£O OUTSIDE THE CONTAINER PAD, OPEN OR CLOSED. T SCALE NOT TO SCALE Op DETAIL:; T } DPAWN BY, S.L. FILL ST-O7 SOLID WASTE CONTAINER PADDING - SOLID WASTE EF TS DATE: REVIEW BY DATE: REVIEWER: 4 CONTAINER PAD o 1—2a-2005 Ol—20—2006 , HYpE Y e a }# — — E I<TA I L — 1 rn � r LERVIK ENGINEERING CIVIL DESIGN MAY 0 4 2015 AND ` %i 1. 1 ■ MUNICIPAL CONSULTING LARGE PARCEL STORM WATER PLAN D - AVENUE DUPLEXES FOR ALLEN FAMILY INVESTMENTS , LLC LERVIK ENGINEERING PO BO%684 ANACORTES,WA 98221 360588.1592 LD.VIKENGIMEERING.COM [MARCH 2015] Large Parcel Stormwater Plan PROJECT SUMMARY This LPSP is prepared in support of a development on a 0.64 acre site. The work includes construction of five duplex units, paved parking area. grading, Iandscang and utility extensions Fwater. sewer. storm, etc.) Stomiwater from this project was addressed originally in 1995 during development of the adjacent sites. of which this parcel was considered a luture phase. As such, the site contains Iwo existing cctchbasins that Pow to an existing detention pond sized to accommodate and treat flows from this developed site. LPSPR No. 2 — Preservation ot Natural Drainage Systems. Unless otherwise directed. natural drainage patterns shall be maintained, and discharged from the site into the naturally occurring drainage basins at the natur❑i location, Io the maximum extent practicable. as determined by the official. RESPONSE: The site had been previously graded as part of adjacent development. The site includes berms that direct runoff to an existing on-site stormwater system consisffng of two storm drain manholes and a connecting pipe along the northern}property line. Although the berms will be eradicated by The development site grading, area drains, downspout/tooting drain connections and curbs Mil capture and direct flows to the on-site system. A smaii area along to southern and western property fares will continue to flow south ❑ndfor west along the natural topography of the land_ LPSPR No. 3 -- Source Control of Pollution. Source control BMP's shall be applied to all projects to the maximum extent practicable. Sourcecontrol BMP's shall be selected, designed. and maintained according to the Department ot Ecology and King County manuals. RESPONSE: - — LPSPR No. 4 - Runoff Treatment BMP's. a. Al] projects shalt provide treatment of storm water,Treatment 13MP's shall be sized fo capture and treat the water quality design storm, defined as the six month.twenty-four- hour return-period storm.The first priority for treatment shall be to infiltrate as much as possible of the water quality design storm, only if site conditions are appropriate and groundwater quality will not be impaired. Direct discharge of untreated storm water to groundwater is prohibited except for roof drains. All treatment BMP's shall be selected, designed rind maintained according to the Departmertf of Ecology Manual_ b. Storm water treatment SMP's shall not be built within critical area vegetated buffers, except for necessary conveyance systems as approved. RESRONSI=: -- Runoff treatment is provided vier an exLcting detention/treatment system- LPSPR No. 5 - Detention. The requirement below must be met in addition to meeting the requirement of LPSPR No,A, a. Storm water discharges leaving a site shall be detained by designing a pond that will limit the peak rate of runoff from individual development sites for the two-year, twenty-four- hour design storm to fifly percent of the current condition two-year, twenty-four-hour design storm runoff rate white mainlaining the current cord€lion peak runoff rate for the ten-year, twenty-four-hour and one hundred-year, twenly-four-hour design storms. b. After sizing the pond and the outlet structure according to the criteria fisted above, a thirty percent increase in storage volume must be added at each foot of depth. As the first priority, stream bank erosion control BMP1s shall utilize infiltration to the fullest extent practicable, only if site conditions are appropriate and groundwater quality is protected- These control BlvtP's shall be selected, designed and maintained in accordance vvith the Department of Ecology Manual. c. Storm water treatment IaMP's shall not be built within vegetated buffers, except for necessary conveyance systems as approved. d. An adopted city storm water quality management plan may establish detention requirements that supersede the requirements contained within this section. RESPONSE: Runoff treatment is provided via an existbnc detention/treatment system. LPSPR No. 6 -- Wetlands. Where storm water discharges to a wetland. In addition to the requirements of LPSPR Ida,d. the following apply: a. F'rior to discharge to wetlands, storm water will be treated with all reasonable best management practices for water quality protector'. b. Discharges to wetlands shall maintain water level fluctuations similar to those which would be present under natural conditions, c. The project applicant shall obtain ail necessary state and lederat wetlands permits prior to commencing any work on the site. d. Storm water treatment BMP's shall not be built within natural vegetated critical area buffers, except for necessary conveyance systems as approved. RESPONSE: There are no known wetlands within the impact area of this project- _ _ . I LPSPR No. 7 --Water Quality Sensitive Areas. Where the official determines that the minimum requirements do not provide adequate protection of water quality sensitive areas, either on site or within the drainage basin, more stringent controls shall be required to protect water quality. Storm water treatment BMP's shall not be built within natural vegetated critical area buffers except for necessary conveyance systems as approved. There are no known Water Quality Sensitive Areas in the vicinity or impact area of this project. LPSFR No. 8 -- Ott-Site Analysis and Nihl'gotlon. All projects shall conduct a written analysis of off-site water quality and quantity impacts resulting from the project and shall mitigate these impacts.The analysis shall extend a minimum of one-fourth-mile downstream from the project.The existing or potential impacts to be evaluated and mitigated shall include.al a minimum, but not be limited to: a. Excessive sedimentation: b. Stream bank erosion: c, Discharges arges to groundwater contributing of recharge zones: d. Violations of water qualify standards; e, Spills and discharges of priority pollutants: I t. Inadequate or nonexistent storm water conveyance system copactfes; g- Excessive storm water velocities; h. Existing problems. ---, ---- - -- - - - - r -- The downstream conveyance is entirety enclosed. traveling through underground pipes to an existing detention pond and. thence. through the City sformwater system. The runoff from this site was planned for in previous development phases. I.RSPR No. 9 -- City Basin Planning. Adopted city plans with requirements for Individual watershed-basins may be used to modify any of all of these large parcel storm water plan requirements. provided that the level of protection for surface or groundwater achieved by the plans will equal or exceed Thai which would be achieved by the LPSP requirements In the absence of these plans. Basin plans shall evaluate and include, as necessary, retrofitting of BIP's for existing development ondfor redevelopment in order to achieve watershed-wide pollutant reduction goals. Standards developed from basin plans shall not modify any of the above requirements until the basin plan is formally adopted and fully implemented by the city. There are no lmown Basin Plans for this basin that would affect this project. LPSPR No. 10--Operation and Maintenance. An operation ono maintenance schedule shall be provided for all proposed storm water facilities and BMP's,and the party for parties) responsible for maintenance and operation shall be identified. RESPONSE: Only periodic cleaning of the storm catchbosins is required, and will be performed by the Owner. I.PSPR No. 11 -- RoaneIaf NabMy. Performance bonding and/or other appropriate financial Instruments shall be required for all projects to ensure compliance with these standards. APPENDIX D-PRESSURE TEST INSPECTION FORM JANUARY 2009 4: 1v'; 0.- Public Works 1000 Engineering and Development Services Pressure Test Inspection circle One: Water-unitary Sewer-Storm Drainage Project Name LyI - ;� p 4ty r-tRwt,t �/ rd D�sit�nru�T� "' 1�. RJ e l ]V.G`8YS PWtt: or Address: ab t -oZs- )sc,/ 3f&ntkot Inspector Name I �ww.tfi Yt €51„ A%a) Contractor Name Inv,, `ac .t va / C2 r COist f.tl2 Structures Time Date From To Start Finish Pressure Drop Pass Fail Corrective Action-Notes �+l►l Ntw. i qv. Z-9-ll. tr-i:: "az. n� i CI et,lf 5�t 05 S ❑ ?tzt k_ ke-b r t o+woNdz 2. et. 4 :AN Sit �t ` ❑ b P'k 4f:FT ilc_ rnie. l€unrZ5 I ❑ ❑ 96 Lot*, rat cn ov...Lis ❑ ❑ ❑ 0 ? ?E 2U tS - z tke,ar ar►Fa, ❑ ❑ 2- euu043. — l - IOSLt= ,z- c,', LE, ❑ ❑ ❑ ❑ r O 0 i -4-72P' 0 _ ❑ ❑ ❑ ❑ ❑ ❑ APPENDIX D: INSP-03 ire' ETHIL MAY 5 wilir ■ IN ENGINEERING INVESTIGATION -----------—__-.-_.....___. PROPOSED DEVELOPMENT— RESIDENTIAL SUBDIVISIN 37711 ST. AND 1) AVE. ANACORTES, WASII1NGTON Prepared for: Mr.Totn Allkn Mien Construction P.O. Box 817. Anacorte , WA 98221 (360) 93-7754 Via Email: allencoliectabfes vahoo.cv Prepared by: Mivhael Vaughan Leland Rupp, P.E. Projeel [geologist Ocotechnical Division Manager MATERIALS TESTING &c CONSULTING.INC.(MT ) 777 Chryslaer Drive tilit211 Burlington,Washington 98233 Phone: (360) 755-1990 Fax: (360) 755•19 0 Y442,6 °ri: • 17 -4151: Itng Fz.torem1 131J November 14,2014 IP m C Project Number: 14I3!33 Copyright 2014 Materials Testing& Consulting, inc. Alt Rights Reserved ;i 37a&D.Arracorres.WA Materials Testing&Consulting,lot November 14,2014 Project No.: 1413133 Table of Contents 1.0 INTRODUCTION 1 1.1 GENERAL _....,,., 1 1.2 PROJECT DESCRIPTION _...._..... ._. __.» »......._._1 13 PURPOSE AND SCOPE OF SERVICES.., ..,.._,.. l 2.0 SITE EXPLORATION AND LABORATORY TESTING 2 2.1 SITE EXPLORATION 2 3.0 SITE CONDITIONS. . . .... 3 3.1 SURFACEDESCRIPTIOAI 3 3.2 AREA GEOLOGY 3 3.3 SOIL COMMONS...._.._..,... ._.. ._ _ ._ ._...... _._......» .......»....»...._...3 3.4 WILDCAT DYNAMIC CONE PENETROMETER » ..._..............._....._... .__....._....4 3.5 SURFACE WATER AND GROUNDWATER CONDITIONS .4 4.0 KEY GEOLOGIC CONSIDERATIONS 5 4.1 GENERA.srrE SOIL CONDITIONS s 4.2 SCOPE OP SITE°RADRIO. _ s 4.3 TEMPORARY EXCAVATION CUT SLOPES,SHORING,AND DEWATERING 5 5.0 DESIGN RECOMMENDATIONS 7 5.1 FOUNDATION FEASIBILITY..__....._.. . ...... ..... .......... ....... ......_,__ 7 5.2 FOUNDATION RECOMMENDATIONS. 7 6.0 CONSTRUCTION RECOMMENDATIONS 10 6.1 EARTHWORK.._... _...._............ ........ _....._...»....,...,............._ 10 6.1.1 Excavation _,. 10 6.12 Subgnde Evaluation and Preparation__... _.,..__ _._.»_._..____.._..._...t0 6.1.3 Site Preparation,Erosion Control and Wet Weather Construction _...... .10 6.2 STRUCTURAL FILL MATERIALS AND COMPACTION 11 6.2.1 Materials.._.,,_.... _................»._»._......._........._...»....._..»_...._.........»..........II 622 Placement and Compaction 12 6.3 'TEMPORARY EXCAVATIONS AND SLOPES.....,.....»Y.. 12 6.4 PERMANENT SLOPES „_. ...._._ _.. _ _13 6.5 UTILITY TRENCHES AM)EXCAVATIONS 13 7.0 ADDITIONAL RECOMMENDED SERVICES 14 8.0 LIMITATIONS 15 Appendix A.SITE LOCATION AND VICINITY........ .... ..... 17 Appendix B. EXPLORATION LOCATIONS 18 Appendix C. EXPLORATION LOGS „ 19 AppendixD. LABORATORY RESULTS ,...... ... . . .. . 31 iii 37*.@ D,Anacortcs,WA Mania Testing&Consulting,Inc. Nove9lbcr 14,2014 Project No.: 1413133 1.0 INTRODUCTION tit GENERAL This report presents the findings and recommendations of Materials Testing&Consulting. Ins.'s(MTC) geotechnical engineering study conducted for the design and construction of the proposed subdvision building and associated development. The proposed project is located at the currently vacant site within the vicinity of the intersection at 37th Street and 1) Avenue. on the south side of Michelle Lane, in Anacortes, Washington. The location and proposed layout of the project site is shown in Figures I and 2 of Appendix A. 1.2 PROJECT DESCRIPTION It is our understanding that the project consists of constructing five duplex style housing waits with shallow spread footing foundations. it is anticipated that structural loads will be typical for the type and materials of construction and that no unusually large of vibratory loads are expected. The project includes proposed site earthwork improvements to grade the site for the housing units and associated parking lot and landscaping. The proposed site plan also includes using a retaining wall in the western and northern portions of the site to account for existing site grade variability. MTC should be allowed to review the final plans and specifications for the project to ensure that the recommendations presented herein are appropriate. Recommendations and conclusions presented by this report will need to be re-evaluated in the event that changes to the proposed construction are made. 1.3 PURPOSE AND SCOPE OF SERVICES The purpose of our study was to explore subsurface conditions at the site and provide geotechnical engineering recommendations for design and construction of the proposed improvements. Our scope of services was consistent with that presented in our Proposal for Gcotechnical Engineering Services,dated August 12,2014. 374&A,Anacortes.WA Materials Testing&Consulting.Inc. November 14.20t4 ProjectNo.• 1413133 2.0 SITE EXPLORATION AND LABORATORY TESTING 2.1 SITE EXPLORATION Our site exploration activities were performed on October 20, 2014, and involved observation of four excavated test pits among the proposed building footprints and wall area per the project proposal. In addition, three supplemental Dynamic Cone Penetrometer (DC?) tests were performed to help characterize site conditions and correlate soil consistencies with test pit results. Exploration locations were selected by an MTC geotechnical engineer while on site in consultation with the client to provide representative coverage of site areas proposed for development. All excavations were advanced to contracted depths and terminated upon teaching resistant conditions. DCP tests were advanced until encountering consistently dense or very stiff to hard soils,correlating with test pits. Test pits TP-1, and TP-2, were excavated in the elevated area near the cast nod northeast perimeter of the site. Test pits TP-3 and TP-4 were excavated inside of the proposed building footprints to the southwest and west. DCP-I and DCP-2 were advanced next to TP-4 and east of TP-3 respectively. DCP-3 was advanced between Tp-1 and TP-2 near the cast. Exploration locations arc shown in Appendix 13, Figure 2, along with approximate footprint of the proposed buildings and existing site topographic conditions. MTC advanced three Wildcat Dynamic Cone Penetrometer (DCP) tests at representative locations among the proposed building locations within the subject lot. Penetrometer tests were advanced to termination depths between 13.5 and 17.7 feet below present grade 03PG), and were terminated in hard conditions upon encountering practical refusal. During penetrometer advancement, blow counts were recorded in 10 centimeter increments as a thirty-five-pound weight was dropped a distance of 15 inches. Blow counts were then convened to resistance (itg/cm2), standard penetration blow counts (N-values), and corresponding soil consistency,with complete results shown on the attached logs. Additional infounation on the site exploration program is provided with our exploration logs in Appendix C of this report. During excavation of the test pits,the soils encountered were logged in accordance with the Unified Soil Classification System (USCS). Representative soil samples were collected, sealed in plastic bags, and transported to our laboratory for re-examination and testing. One soil sample from TP-4 was selected for grain size distribution analysis. 2 37°& U,Anacortes.WA materials eating&Consulting,Inc. November 14,2014 Project 13o.. I4B 133 • 3.0 SITE CONDITIONS 3.1 SURFACE DESCRIPTION The project site consists of undeveloped property in the vicinity of the intersection of the intersection 37th St. and D St. on the south side of Michelle Lane. The site is primarily a field. The site is on a continuous slope with grade increasing in the south and east directions. 'the elevation at the northwest corner of the site is 107 feet above sea level and rises to 127 feet above sea level at the southeast corner Residential communities exist to the north and east of the project site. Immediately to the southwest of the project site is a light industrial building. The subject site is presently vacant and was recently cleared of regrowth brush,brambles and tree stands in preparation for development. The western majority of the property is roughly flat and surfaced with old sand and gravel fill. MTC is informed the site was brought to current elevation with uncontrolled fill over a period of time years ago. The western border and northwest corner of the property remain apparently natural and low-lying in comparison, and the bordering city property to the north and cast along Michelle lane also exhibits low topography. 3.2 AREA GEOLOGY According to the Washington Department of Natural Resources Division of' Geology and Earth Resources Washington Interactive Geologic Map, 1:100.000-scale online mapping tool (published by the WADNR DGER) site soils are near the contact between glacial till and glacial outwash of the Vashon Stade of the Fraser Glaciation (Qgt and Qga). The glacial till consists of an overconsolidated unsorted mixture of clay,silt,sand, and gravel. Glacial outwash is comprised of well-sorted, stratified, recessional and proglacial sand with minor silt and gravel. Shallow soils at the site arc mapped by the NRCS Web Soil Survey (websoilsu vey„rc.egov.usda.gov)as Clallam Gravelly Loan (8 to 15 percent slopes). This soil is formed from glacial drift parent material and consists of gravelly ashy loam becoming gravelly loam and gravelly sandy loam with depth. The Clallam Gravelly Loam is moderately well drained and classified as Hydrologic Group C, with a depth to seasonal high groundwater of 18 to 36 inches. Native soil conditions encountered in the field consist of silty sand with gravel typically encountered between 2 and 4 feet below present grade and extending to the termination at all test pits. Tbesc soil conditions are consistent with glacial outwash. 3.3 SOIL CONDITIONS A general characterization of on-site soil units encountered during our exploration is presented below. The exploration logs in Appendix C present details of soils encountered at each exploration location. 3 371h &D,Anacodes,WA Materials Testing&Consulting,Inc Novcmbin-14,2014 Ptojet t 14B 133 The on-site soils are generally characterized as follows in stratigraphic order to depth: • Topsoil( L to SA+1)- Organic Sandy Silt to Silly Sand: Brown organic-rich topsoil sandy silts to silty sands were observed at all test pit locations to be roughly 0.7 to !.5 feet thick total, and loose to medium dense, containing common organic remnants, roots, and minor gravel. - Uncontrolled Fill (SM) - Silty Sand,Some Clay and Gravel: Uncontrolled fill deposits were observed from the surface at all test pit locations, with total thickness of typically 1.0 to 2.7 feet and locally extending to approximately 4.2 feet below present grade (BPG) near the southeast corner of the site. Fills generally consisted of a single layer of intermixed silty sand with some clay with and Local gravels. Soils were loose or medium stiff to medium dense in consistency. Color ranged from medium to cork brown to gray and with lithe variation, suggesting deposit of a single type of material. a Native Sods (SM)-Silty Sand With Gravel,Some Native soils were encountered underlying the uncontrolled fill at all toil pit locations. Depth to native soils ranged between 2.1 to 4.2 feet below present grade. Dative soils consisted of silty sand with gravel. Soils were loose to medium dense and typically gray and dry. 3.4 WILDCAT DYNAMIC CONE PENETROMETER Soil consistency of the building site locations was assessed via Dal results (Appendix C). Results typically ranged from loose to medium dense. Though conditions varied between test locations, conditions were fairly consistent with depth at each test Jocation. 3.5 SURFACE WATER AND GROUNDWATER CONDITIONS Surface water was not encountered during our site reconnaissance. Groundwater was also not observed during our subsurface explorations. During our subsurface explorations, soils encountered were typically dry to damp. Based on field explorations and our experience in the area, we do not anticipate groundwater to be encountered during the proposed development. However, seasonal fluctuations may cause the groundwater level to vary. 4 37°& 0,Arscorta,WA Materials Testing&Consulting,Inc. November 14,2014 Project No.:14B133 4.0 KEY GEOLOGIC CONSIDERATIONS This section discusses significant geotechnical issues that must be addressed in project planning and design and forms the basis for the gcotechnical engineering design recommendations presented in Section 5.0 and construction recommendations presented in Section 6 0. 4.1 GENERAL SITE SOIL CONDITIONS The results of MTC's investigation indicate uncontrolled fills loose to medium dense in consisntency arc present to approximately 2.1 to 4.2 feet below present grade HMG)in the majority of the building areas Native silty sand and silty sand with gravel deposits were encountered below the fill zone at all test pg locations. Soils to maximum exploration depth remained loose to medium dense. Although uncontrolled fill and native site soils are mostly granular, all soils exhibited a high content of fines(-35%). Furthermore, site soil consistencies we typically loose to medium dcnse to depths up to about 17 feet SPG. In-place site soils appear to be of suitable bearing capacity for the proposed structures; however, existing site soils are not expected to be suitable for use as structural fill for site grading or building pad prep. 4.2 SCOPE OF SITE GRADING A grading plan was not available to MTC at the time of this report. Based on discussions with the client and provided conceptual plans, this study assumes finished interior and exterior grade of the building pad will approximate current grade of the upland area. Therefore, depths referred to in this report aro considered roughly equivalent to final depths. MTC understands the low-lying area cast of the building is proposed to be filled for development of a gravel yard, however details were not provided as to the actual amount and location of fill proposed. 4.3 TEMPORARY EXCAVATION CUT SLOPES,SHORING,AND DE WATERING Plans for excavation including temporary cut slopes and proposed shoring methods were not available to MTC at the time of report production. Based on the client's project descriptions, excavations are anticipated to be shallow. To follow the recommendations for site preparations presented herein, MTC anticipates excavation depths for footings structural backfill may reach approximately 5 feet depth. If backfilling to a higher footing grade occurs immediately,cut slopes and shoring may not be necessary or may be employed locally as needed. However if trenches are left open and require worker entry, repealed cut slopes and/or shoring will likely be needed. Section 63 below provides general recommendations for treatment of temporary excavations. MTC can provide further consultation, design, and evaluation services for cut slopes if desired prior to and during construction. If shoring is required beyond typical OSHA standards, MTC can provide geotechnical engineering services for shoring design upon request. 5 376&Yl,Ana oriel,WA Materials Testing& Consulting,Inr. November 14,2014 PrviectN1o.. l4$i33 Dewatering may he necessary for confined excavations such as footings and utility trenches in the presence of unexpected seeps or due to rain water. The extent and difficulty of€1'ewaterin.g win depend largely on the season of construction and weather during earthwork. When completing excavations for the building foundation, it may be helpful to provide temporary outlet drainage out of the building area to an adjacent low zone to limit wafer collection in footing trenches. General recommendations for site preparation and wet weather construction are addressed in section 6.1.3 below. However, it should be noted that this study did not include a hydrogcologic evaluation necessary for accurate appraisal of site flow conditions or volume estimates and is only generally suitable for planning and design of dewatering methods. 6 • 37°& D,Anacortea,WA Materials Testing&Ceosulting.Inc. November 14,2014 Prof oot No.: 1413133 5.0 DESIGN RECOMMENDATIONS 5.1 FOUNDATION FEASIBILITY Two requirements must be fulfilled in the design of foundations. First, the load must be less than the ultimate bearing capacity of the foundation soils to maintain stability, and secondly, the differential settlement must not exceed an amount that will produce adverse behavior of the structure. The allowable settlement is usually exceeded before bearing capacity considerations become important:thus, the allowable bearing pressure is normally controlled by settlement considerations. Excess settlement duo to adverse soil conditions may be a result of shallow or deep soils,or a combination of both. Given the size and anticipated loading of the proposed high single-story warehouse-style structure, as well as the conditions encountered by termination depth via test pit excavations, the potential for deep soil settlement was not considered further within the scope of this study. At the request and discretion of the client, MTC may be contacted for additional site explorations and engineering analysis to investigate conditions at greater depth beneath the proposed structure. The adverse condition of shallow soils among the filled area representing the majority of the building footprint is a concern for construction of a typical shallow foundation system. For support of perimeter- and spread-footing foundation elements, the uncontrolled fill is not suitable as bearing soil for concentrated loads due to its inherent variability as well as its general consistency In addition, unsuitably organic-rich and soft topsoil and subsoil remaining beneath the uncontrolled fill is potentially compressible. Vegetation debris encountered below the uncontrolled fill within the building footprint also presents a problem for long-term support of the proposed slab-on-grade interior floor where present. MTC recommends that a shallow perimeter column foundation and slab-on-grade floor system is appropriate for use assuming the recommendations provided below are followed for foundation design, site preparations, and construction. MTC recommends that we be contacted to review plans relating to foundation design and site preparations, to ensure they are consistent with the content and intent of recommendations provided herein. The client should be aware that, due to existing soil conditions, placement of shallow foundation elements without adequate design and implementation of site preparations is inadvisable,due to the relatively high risk for differential settlement within uncontrolled fill soils. 5.2 FOUNDATION RECOMMENDATIONS For foundation subgrade prep, MTC reconunends that loose topsoil and uncontrolled fill material be excavated to expose medium dense undisturbed native soils. Subgrade soils should be inspected by MTC to confirm that their consistency. For subgrado soils found to be loose, MTC may recommend compaction of the soils or over-excavation and backfill using suitable structural fill material per section 7 37"&A.An:t ones,WA Materials Toting&Consulting,Inc. November 14,2014 Project No.: 1413133 6.2 of this report. Excavation of topsoil and uncontrolled fill is anticipated to extend to approximately between 2.1 and 4.2 feet below present site grade. Note: For lateral and bearing support,the over-excavation shall extend a distance past each edge of the base of the footing equal to the depth of structural fill placed below the footing [e.g., for a 3-foot wide column footing, over-excavating approximately 3.0 feet below footing grade to suitable soil will require a total backfill width of 9.0 feet (3 feet each side plus 3 foot width of footing)]. Increasing the depth of base of footing will decrease the backfill thickness and thus the required width of footing cut and volume of structural All Assuming site preparation is completed as described above,we recommend the following: • Allowable Soil Bearing Capacity: 2.000 pounds per square foot (psi) for the structure placed on intact native medium dense silty sand or sandy silt with gravel,or on compacted structural fill placed on suitable native soils per the above applicable schedule and in accordance with the recommendations presented herein for Structural till Materials and Compaction. The allowable bearing capacity may be increased by 1/3 for transient loading due to wind and seismic events. • Minimum Footing Depth: For a shallow perimeter column and spread footing system at the site, all exterior perimeter footings shall be embedded a minimum of 24 inches and all interior footings(if present)shall be embedded a minimum of 18 inches below the lowest adjacent finished grade, but not less than the depth required by design. This assumes all footings placed on structural fill material backfilled over suitable native soils with minimum backfill widths as specified above. • Minimum Footing Width: Footings should be proportioned to meet the stated bearing capacity and/or the IBC 2012 (or current)minimum requirements. For a shallow perimeter and spread footing system,continuous strip footings (if employed) should be a minimum of 16 inches wide and isolated column footings should be a minimum of 24 inches wide. • Estimated Settlements: We estimate that the maximum settlements will be on the order of I inch, or let, with a differential settlement of'/i inch, or less, over 50 linear feet. Settlement is anticipated to occur when the load is applied during construction. • Lateral Load Resistance: Lateral loads can be resisted by passive pressure against buried portions of the foundation elements and sliding resistance along its base. We recommend an allowable lateral pressure equal to that generated by a fluid with an equivalent unit weight of 150 pcf EFW. This value • 8 376&I),Anacortes,WA Materials Testing&Consulting,he. November 14,2014 Project No.: 148133 assumes footings are backfilled with structural fill and includes a factor of safety of two. The upper 18 inches of soil should be ignored unless the area is paved or covered with concrete, due to soil softening associated with freeze/thaw. Additional resistance to lateral loads may be calculated by multiplying the vertical dead load on the base of the footing by a factor of 0.30. Sliding resistance between a compacted structural fill subgrade and foundation base should be evaluated using an allowable coefficient of friction of 0.35. This value assumes concrete placed directly on the structural fill and includes a factor of safety of 1.5. 9 376&D,Anacones.WA Materials Testing&Consulting.Inc. November 14,2014 Project No.. 146133 6.0 CONSTRUCTION RECOMMENI)ATIONS 6.1 EARTITWORIC 6.1.1 Excwvarion Excavations can generally be performed with conventional earthmoving equipment such as bulldozers, scrapers,and excavators. Where possible,excavations made within about one foot of finished subgrade level should be performed with smooth edged buckets to minimize subgrade disturbance and the potential for softening to the greatest extent practical. 6.1.2 Subgrade Evaluation and Preparation After excavations have been completed to the planned subgrade elevations, but before placing fill or structural elements, the exposed subgrade soils should be evaluated under the full-time observation and guidance of an MTC representative. Where appropriate, the subgrade should be proof-rolled with a minimum of two pace.'s with a fully loaded dump truck, water truck or scraper. In circumstances where this seems unfeasible,an MTC representative may use alternative methods for subgrade evaluation. Any loose soil should be compacted to a firm and unyielding condition and at least to 95 percent of the modified Proctor maximum dry density per ASTM D1557. Any areas that are identified as being soft or yielding during subgrade evaluation should be over-excavated to a firm and unyielding condition or to the depth determined by the geotechnical engineer. Where over-excavation is performed below a structure, the over-excavation area should extend beyond the outside of the footing a distance equal to the depth of the over-excavation below the footing. The over-excavated areas should be backfilled with properly compacted structural fill. 6.1.3 She Preparation, Erosion Control and Wet Weather Construction The uncontrolled fills and silty to clayey sand native soils at proposed excavation depth are moisture sensitive and will become soft and difficuh to compact or traverse with construction equipment when wet. During wet weather, the contractor should take measures to protect the exposed subgrades and limit construction traffic during earthwork activities. Once the geoteclmical engtneer has approved a subgrade, further measures should be implemented to prevent degradation or disturbance of the subgrade. These measures could include, but are not limited to, placing a layer of crushed rock or lean concrete on the exposed subgrade, or covering the exposed subgrade with a plastic tarp and keeping construction traffic off the subgrade. Once subgrade has been approved, any disturbance because the subgrade was not protected should be repaired by the contractor at no cost to the owner. 10 37°&D,Anatortes,WA Almeria's Testing&Consulting.tne. November 14.2014 Project No.:1413133 During wet weather,earthen berms or other methods should be used to prevent runoff from draining into excavations. All runoff should be collected and disposed of properly. Measures may also be required to reduce the moisture content of on-site soils in the event of wet weather. These measures can include. but are not limited to,air drying and soil amendment,etc. Since on-site soils containing silt may be difficult to work with during periods of wet weather due to elevated soil moisture content, and frozen soil is not suitable for use as structural fill, we recommend that earthwork activities generally take place in late spring, summer or early fall. In addition, late summer may be the most preferable time for construction corresponding to the period of generally lowest surface and ground water occurrences. Dewatering efforts may be required depending on total excavation depth, season of construction, and weather conditions during earthwork. MTC recommends major earthwork activities take place during the dry season if possible to minimize the potential for encountering perched groundwater near proposed excavation depth, and to reduce the extent of surface water presence in low areas of the site. It should be understood that some amount of water seepage from shallow sources or perched lenses may be unavoidable year-round. 6.2 STRUCTURAL FILL MATERIALS AND COMPACTION 6.2.1 Materials All material placed below structures or pavement areas should be considered structural till. Structural fill material shall be free of deleterious material, have a maximum particle size of 6 inches, and be compactable to the required compaction level. Excavated uncontrolled fills, organic-rich soils, and native glacial soils consisting primarily of silt and clay are not suitable for re-use as structural fill. Site preparations are anticipated to include removal of exposed and buried native topsoil and organic-rich fill soils. If stockpiled, this soil may be suitable for reuse on site as top-dressing landscape fill to promote vegetative growth. Imported material can be used as structural fill. Imported structural fill material should conform to Section 9-03.14(1), Gravel Borrow, of the most recent edition (at the time of construction) of the State of Washington Department of Transportation Standard Specifications for Road Ilridge, and Municipal Construction(WSDO7'Standard Specifications). Controlled-density fill (CDF) or lean mix concrete can be used as an alternative to structural fill materials,except in areas where free-draining materials arc required or specified. Frozen soil is not suitable for use as structural fill. Fill material may not be placed on frozen soil. 3791&D,Anacortes,WA Materials Testing&Consulting,Inc. November 14,2014 Project t40.: 1413133 The contractor should submit samples of each of the required earthwork materials to the geotechnical engineer for evaluation and approval prior to delivery to the site. The samples should be submitted at least 5 days prior to their delivery and sufficiently in advance of the work to allow the contractor to identify alternative sources if the material proves unsatisfactory. 62.2 Placement and Compaction Prior to placement and compaction,structural (II should be moisture conditioned to within 3 percent of its optimum moisture content. Loose lifts of structural fill shall not exceed 12 inches in thickness; thinner lifts wilt be required for walk-behind or hand operated equipment. AU structural fill shaft be compacted to a dense and unyielding condition and to a minimum percent compaction based on its modified Proctor maximum dry density as determined per ASIM D1557. Structural fill placed beneath each of the following shall be compacted to the indicated percent compaction: Foundation and Floor Slab Subgrades: 95 Percent Pavement Subgrades(upper 2 feet): 95 Percent Pavement Subgrades(below 2 feet): 90 Percent Utility Trenches(upper 4 feet): 95 Percent Utility Trenches(below 4 feet): 90 Percent We recommend that fill placed on slopes steeper than 3:1 (H:V) be `benched' in accordance with hillside terraces entry of section 2-03.3(14)of the WSDOT Standard Specifications. We recommend structural fill placement and compaction be observed on a foil-time basis by an MTC representative. A sufficient number of tests shall be performed to verify compaction of each lift. The number of tests required will vary depending on the fill material. its moisture condition and the equipment being used. Initially, more frequent tests will be required while the contractor establishes the means and methods required to achieve proper compaction. 6.3 TEMPORARY EXCAVATIONS AND SLOPES All excavations and slopes must comply with applicable local, state. and federal safety regulations. Construction site safety is the sole responsibility of the Contractor, who shall also be solely responsible for the means, methods, and sequencing of construction operations. We are providing soil type information solely as a service to our client for planning purposes. Under no circumstances should the information be interpreted to mean that MTC is assuming responsibility for construction site safety or the Contractor's activities;such responsibility is not being implied and should not be inferred. 12 37°&D.Anacories,WA Materials Testing&Consulting.Inc. November 14,2014 Project No.: 148133 Temporary excavations in the existing site fill soils should be inclined no steeper than 2H:1 V, although applying lesser grades may be necessary depending on actual conditions encountered and the potential presence of water seepage. Heavy construction equipment, building materials, excavated soil, and I vehicular traffic should not be allowed near the top of any excavation. Where the stability of adjoining walls or other structures is endangered by excavation operations. support systems such as shoring. bracing,or underpinning may be required to provide structural stability and to protect personnel working within the excavation. Earth retention, bracing,or underpinning required for the project (if any) should be designed by a professional engineer registered in the State of Washington. Temporary excavations and slopes should be protected from the elements by covering with plastic sheeting or some other similar impermeable material. Sheeting sections should overlap by at least 12 inches and be tightly secured with sandbags, tires, staking, or other means to prevent wind from exposing the soils under the sheeting. 6.4 PERMANENT SLOPES MTC recommends that new areas of permanent slopes including fill embankments be inclined no greater than 311:1 V. Permanent slopes should be planted with a deep-rooted,rapid-growth vegetative cover as soon as possible after completion of slope construction. Alternatively,the slope should be covered with plastic,straw,etc.until it can be landscaped. 6.5 UTILITY TRENCHES AND EXCAVATIONS The contractor shall be responsible for the safety of personnel working in utility trenches. Given that steep excavations in native soils may be prone to caving, we recommend all utility trenches, but particularly those greater than 4 feet in depth, be supported in accordance with state and federal safety regulations. 13 37"'A 1),Anatvrtes,WA Materfals Testing&Consulting,lac. November 14.201.1 Project No: 148133 7.0 ADDITIONAL RECOMMENDED SERVICES The recommendations made in this report are based on the assumption that an adequate program of tests and observations will be made during construction to verify compliance with these recommendations. Testing and observations performed during construction should include, but not necessarily be limited to,the following: • Geotechnical plan review and engineering consultation as needed prior to construction phase, • Observations and testing during site preparation,earthwork,structural fill.,and pavement section placement, • Consultation on temporary excavation cutslopes and shoring if needed, • Testing and inspection of any concrete or masonry included in the final construction plans,and • Consultation as may be required during construction. We strongly recommend that Mit be retained for the construction of this project to provide these and other services. Our knowledge of the project site and the design recommendations contained herein will be of benefit in the event that difficulties arise and either modifications or additional gcotechnical engineering recommendations arc required or desired. We can also, in a timely fashion observe the actual soil conditions encountered during construction, evaluate the applicability of the recommendations presented in this report to the soil conditions encountered, and recommend appropriate changes in design or construction procedures if conditions differ from those described herein. We further recommend that project plans and specifications be reviewed by us to verify compatibility with our conclusions and recommendations. Also, MTC retains fully accredited, WABO-certified laboratory and inspection personnel, and is available for this project's testing, observation and inspection needs. Information concerning the scope and cost for these services can be obtained from our office. 14 f 37°&D,Aancortea,WA Materials Testing&Consulting,Inc. November 14,2014 Project No.: 1413133 8.0 LIMITATIONS Recommendations contained in this report ere 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, we should 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 front that described in this report,our recommendations should also be reviewed. We have prepared this report in substantial accordance with the generally accepted geotochnical engineering practice as it exists in the site area at the time of our study. No warranty, express 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 tolled upon by the author of this report, are only mentioned in the given standard; they are not incorporated into it or "included by referenced", as that latter term is used relative to contracts or other matters of law. This report may be used only by Tom Allen of Allen Construction and his 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 findings, 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 arc 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 Tom Allen or anyone else will release MTC from any liability resulting from the use of this report by any unauthorized party and Tom Allen agrees to defend, Indemnify,and hold harmless MTC 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. IS 37a& U,Anacortcs,WA Materials Testing&Coosolliog.be. November 14,2014 Project No.: 148 03 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. 16 I , 37a&D,Anacorten,WA Materials Testing&Consulting,Inc. November 14,2014 Project No.: 1413133 Appendix A. SITE LOCATION AND VICTNITY CnmmerSWIM f l x` Island v:read Iu1 I. !': t.+r W u a Site Vicinity catilapJtr O. Aris:O S a�x nd , I 1-. . g JP:h W..cr.h0 CD f "\ W1On Id 1 C _ 1 7 70 IrOt sdalpo land Mmm:Hnny clm.+IAFIF 1 !41 •r.n,5 h !M U- cs Way ]]t 1 r• ,.. I, dopy.u.' 1b,i1 e..rd MI Velnun r • r ri: LAl, I • I Pecs -. i d nenrc Park „ S ri T � -'w I. u 5 \ 1' r Sitc Lora 'rn , ' l�' t z ! u >t I ' _ .. tl lc_1 `I-,1" . JJ. J -:t i! i. :Th-al 4l' � - 9: tr b-�.., I,-�} - _t 12. _ } 4_ , p�y ,, v , . r- a C_,,, jf'✓7fln Fes ' !", 2� - ! IMaterials Testing& Consulting, Inc. I Regional Site Vicinity FIGURE 777 Chrysler])rive Proposed She Development Burlington, \VA 98226 f37 & 1 Anacortes, WA 17 37"&D,Anacertca,WA Materials Testing&Consulting.Inc. Nrnrtrbet 14,3014 Pro}a.No 148133 Appendix B. EXPLORATION LOCATIONS 3 - '�• _ - Yam_ NV; * I _ b -.Doom 5 + ;' ram_ -1 t 4�e� -. ' + _ = 0:1 - v ! > • l r : Y - rir fit, ' TPk3 a c # +.. titer. it"l' f. , Ji• Base M b . G le Maps Testing& Consulting, Inc. Subsurface Exploration Locations aP Y �8 FIGURE 777 Chrysler Drive Proposed Site Development Title. Residential Short Plat Burlington, WA 98233 37"t&D NOT INTENDED FOR CONSTRUCTION Anacortes,WA NOT TO SCALE 18 376 & D,Anatol-tea,WA Materials Testing& Consulting,Inc. November 14,2014 Project No.. 14B133 Appendix EXPLORATION LOGS Grab soil samples were collected from each exploration location by our field geologist during test pit excavation. Soil samples collected during the field exploration were classified in accordance with ATM D2487. All samples were placed in plastic bags to limit moisture loss, labeled, and returned to our laboratory for further examination and testing. Exploration logs fioin test pits are shown in full in Appendix C. 'file explorations were monitored by our field geologist who examined and classified the materials encountered in accordance with the Unified Soil Classification. System (U CS), obtained representative soil samples, and recorded pertinent information including soil sample depths,stratigraphy, soil engineering characteristics, and groundwater occurrence. Upon completioo boreholes were backfilled with native soil and beratonite chips, and test pits were backfilled with native soil tailings. The stratification lines shown on the individual logs represent the approximate boundaries between soil types; actual transitions may be either more gradual or more severe. The conditions depicted are for the date and location indicated only.and it should not necessarily be expected that they are representative of conditions at other locations and times. Penetrometer results from DC.P testing are shown in Appendix C. During penetrometer advancement, blow counts were reOOrded in 10 centimeter iricrerrsentss as a thirty-five-pound weight was dropped a distance of 15 inches. Blow counts were then converted to resistance (kglefn2), standard penetration blow counts (N-values), and corresponding soil consistency,as displayed on the logs. 19 Jr&0,Anatortes,WA IMtaterinIs Testing&Consulting,Inc November 14,2014 Project No.: 14111.33 Unified Soil Classification System Chart Major Divisions Cog* USCS Typal DescriptionSumter 8vtolai peacriation ren,n I. .I ^ ow %Sp ed OmskOnesSas04b a Meder0 Penn-mum 7es MI) Caine' Cra wl o .d M[ Clow clicrycli ® Arly Tea. Mae an s. op Poorb•Gndtd Cbawy drwLSo! 30%or 4 .• :- Monet El Crab xk Ci et Caere Pno - tinR.lamd o nut' OM Sew Gawk,tkawl& l-S*Minutes nfore➢ao 3056 On No.4 0° ® Cnitaou p.Ir 0.1)) Retained Op Sew Oink WRbPioe4 /`.fl No.200Siw o o OC ClowGmmt Or4w144od-Cdy tat. brit I MNS.d Ceiltnrn6(75-0 n.) I, 'el Sri SW Weipad04Ss*Onwlb Sands Str.riennkic roM4tt Q4eSdt OwsaY Snuyr.P1i Ccn i Lk.lie, SP Puaateraioi S.aa,Gnn1jS..ds — asheen Sal— VS of Oniw(err De anaSal em Pavia + �' SM SttySatuk Sod$IS Mbnne 8nb No,4 Sane •% 4p cmm ofa0 b Sods WO Fact �•••�� een>lanfww.ee.nge SC avow Saolk Cby bttc n Ms Gained MI, btpso SO4.rod Pb...CboeySas = arcrod.nkr ctao..td n mm ie Sada WaG Lo.flat y etch,/on I Sae aom Licenses tar CL bap.e Cyoflou To Lodi® 4 aa,...ow srana.se.level.. .g 71ae30 P11Yiiy a.nm,.W c Pomacti. mot41144303: ♦ P.ded..v erne as Poses OL Ow&Si.M Orbs City City.or dten= NO.20e Sin Low Pkucity 1 Mry lonann Sirs ofAlote Mite* sun siOwl Isidd Lick / Cti 14otpocCli.otINA Mu*uy IkSCIip110o Si OnnerTa.50 1'rtGc >S .•• , OH OepicClm Aei 58fofMdemp Sonic S•Ij' • i High PT Pak Her,Seth witindtn®ab W3L s.12 WOO Orpab 5.6 Nice Cooing Sell Comments Grab Sir Granular Soils Pl.egralentSell. DCSCRM11ON SIEVE GRAIN SUIt APPROX ATBSl213 S2C oan* Slartea SFr Conrislowp SPT Si a.rr Baden >lr >ir urea this abasletmeq Wry Loose 0.4 Wry Son 0-2 Coeeb 7•tr 7•tr rano!SSW Lome 410 Soft 2.4 Co.,,. M•r 9,8-r lbaubo Est b3edw 10-30 no H Cast M 14•M" 0.19.0.73' Poi gtoot onda no. pones Saw SqP( &IS awn M o.079-0.ir Rode tatpP= voiyDeroa >w VmySUf 13-30 r Saret Manua MO•elO 0.017.o.af" Sup prod soli Hard >70 Ira. e200.M0 UAW.0,01T Pb.In Sure Pia PIS' ¢u0029' Pm NSsir Materials Testing& Consulting, Inc. ExcavationLog Key FIGURE 777 Chrysler Drive Proposedcd Sitet Development Burlington, WA 98233 37 &D 3 Anacones,WA 20 37th&D,Anscorta,WA Materials Testing Si Consulting,lac. November 14,2014 Project No.: 14B133 TERIALS v CONSULTING eu Log of Test Pit TP-1 r1T Chrysler My* Aran 1 of 1) VW St&0 Ave Das Sa%a :t000nd Project No.:148133 net.Carok$d :Mani Geotechnloel Site Inveedde9on genre Method Grab San*b, loser tsar wee Vet.ex pee,-CO Sa Ma.a.Lam Bolutpneot.WA _ Lease Or UV i 1 I xPoa $ DESCRIPTION I 0 1 f '"' TOPSOIL SANDY SILT to taw SAND.a0 m meaa dense.&y.>allta° cmart BtONTt -� UNCONTROLLED FILL SILTY SAND.eome agate mesa sued I tin waned medium donee 1- to loose,damp to dry,wit depm.BROWN , BM 2- • I 3_ . SILTY SAND.wilt gravel,bop to medium dame.dry ORAY. 4- S SM S- i is Tenn nMeo pt Dept: 4 G No freewaLr observed donna excavation O r 1 r- A 1 I 9-1 b • 10- 21 371e& U,Anacortds,WA Materials Testing&Consulting.Inc. November 14,2014 Project No.: 140133 ILiATER1ALS TESTING s CONSUL114 Log of Test Pit TP-2 Burlington,WA 777 Cnryelw Drive (pne t of 1) 37th St&D Ave t.e Renee 10Y414 Ploiect No:14E1133 Da*C rvpsI3 IYgYs Geotodwiwl Silo loveslobon &erg 1.1ersopi ace S.mpe 1n01u,n -Kr wrtwae,—I]O e a Wino ens (81181988m,WA j Le00e0ay Wv e DESCRIPTION M xrvnr o wN0 TOPSOIL SANDY SILT to SILTY SAND stettmedlvm dense,dry high organic content BROM MLS7A 1- -*UNCONTROLLED FILL SILTY SAND.sand le M►painod,Inedsan dente to loose damp to dry, cobbles present with depth,GRAY. t- rinee monies espmawl et 36%. • SM 4- S SILTY SAND.**gravel,town to modem tonic„dry Dan 8RO tORR GRAY 6-1 S 6- o • 1 6. 7- 3 SM �yg n • • 10- T.nth lon Depart 10.3' .� No free wit°beensd'Sstq aauvSt 22 I 3•7"&i.AiNcorta,WA Mat.en is Test in &Consulting.Inc. Novombcr 14,2014 Project No.: 1481.33 fl•IATERIALS TESTING&CONSULTINGL of Test Pit TP-3 Buffington, °9 777 Ctrryaher Dros (Paple 7 all) 371h St b D Age Uolo.&W d .taaor a _ - Projack Ma.-118133 [tale Co la d ;tr1.134+1.11 Gooteothrilmoi Shce IrrveeUGeUofl Eitropkq Iua1Frod :4 f b Rarr91a _ LocallOrl _-25`E of W en@ acraar,_i f7 3 ai 1AkitWle Lary+ 5 1k'ighsm,WA LogSYeff$9 =M4 ` I IDESCRIPTION — � i TOPSOIL: SANDY SILT to sicre SAND,etil[hmdlurn dorm,dry,Mph mania existent mom'. MI-Slit 1- I- UNCONTROLLED FILL:SILTY SAMe4me*voice pitssorit sari is 9Ae-91ained,medium dorm • to toaea,amp m dry.with deem.BROOK SPA 2-�. .. 1 i�SILTY SAND.wlt#i gravel,loose!0 rhadlunr denea,dry GRAY. 27%waved,2994 arklay.ItrR annuity, I I 5 A jl Terminallon Cepdr 4.' No free waleroheardea dining excaaeilon 0 7- 8- lI gT / - ip- 4 23 I 37th&D#Anacortes,WA Materials Testing&Consulting,Inc. t ovc tuber 14,2014 Project No.: 14B 133 — — — IMatelials Testing&Coniuleng,Mo. Log of Test Pit TP-4 suilingilln,WA (3eoLeCriicr4 3e nAces ?die 1 of 1} nil. a,DAV Mite 5irlp1} IGrt4+r# `!c're�'L N .11�133 GPIs GPryklui 14J20rk4 Cseothatlneael Site lhvesdgeWn tkariOnvMilt.oO W7abBgavla Locator :-4b E Ed W silr harder,-4E`S of NiNirlle bee .WA Lai l BY 'V/ I I I . 2 %Fwxr a. DESCRIPTION x A. g a ,43 a, fffere TORSOIL: SANDY SILT Id SILTY SAND,sdRimadIurr'dansa,dry,hlpt5 mark.catmint BROWN. 1 I M4-5M kINco iiTI OLLED FILL'SILTY SAND.xo i ,rghiMCS ea�rird wand is Int.—grained,medium ltll ert j i ' to!crow damp to dry,with ddpitt BROM:. I SPA I 1 I I Y } I 1 . sn../.1.wickwar'Oratiel,rOdsea4 all eallndm*.OFYGRAY 3— `I 27%geafel,NMEWdey,Ivx plas1IcIty, SM 8 I _ 1 .- 4—II TemtiBralar4Depfi; 4.Q --_ — — — o INDireew1terta wrvatlduringoac. atto . A, n !G, 1 71 a3 21t Y 7. 3— 24 I - . - --- - - 1 I 371& D,Anacortes,WA Materials Testing& Conaultiug,Inc. Novembor 14,2014 Project No.: 1413133 WILDCAT DYNAMIC CONE LOG Pagt 1 of 2 I Materials Testing and(AmuItirig 8t15 Dupont,Suite 5 PROJECT NUMBER:_ 1411133 Bellingham,WA 98225 DATE STARTED: 1U-20.2014 DATE COMP LEI LI): 10-20-2014 HOLE 4: DCP-1 CREW: LvIV SURFACE ELEVATION: PROJECT: 37th 4 l) Silnvestlkation WATER O COMPLETION� ADDRESS: 37t7& D _ HAMMER WEICIIIT7 35 lhs. LOCATION: Anacortcsy WA,98221 — _ CONE AREA: 10 sc�cm l3I.OWS RESISTANCE GRAPH.OF CONE RESISTANCE TESTED CONSISTENCY DEPTH PER 10 cm ICgfcu 0 -- 50 11X1 150 N' - SAND&SILT -CLAY — = 3 I3.3 •» 3 VERY LOOSE SOFT - 14 i 48.8 a*aa"a'•'aa•aa. 13 MEDIUM DENSE STIFF - 1 fr. 15 66,6 •aa••.•.ra••....•. 19 MEDIUM DENSE VERY STIFF - '37 J I6r-3 ••••»««.a.a..»..a»W,».«..,.lib»Ili ill DENSE HARD - 19 I 84A •»•••••«•444•» ••» 1 24 MEDIUM DENSE VERY STIFF • 2ft 13 57,7 »•••+•'•••aaa••'• I 16 MEDIUM DENSE VERY STIFF - 11 •I 48.8 -••-•.-•••••• L3 MEDIUMDENSE STIFF - 15 66,6 .••--- •••....'• l9 MEDIUM DENSE VERY STIFF - 3 ft 19 84.4 ••.-•-••«.a..........» 24 MEDIUM DENSE VERY STIFF - 1in 28 I 124.3 +air..+ 144,.......,,...,,,,.. — DENSE BARD i 48 185-3 •« «••••• • ••,••••-,,•••••,,••••- - VERY DENSE HARD - 4 f 32 /23.5 •• - DENSE 11ARI) • 17 I 65.6 «. ..-••••«•.. 18 MEDIL1M DENSE VERY STIFF 4 15 57.9 ••••'a....ir'•..... 16 MEDIUM DENSE VERY STIFF I - 5 ft 12 I 6 .5 •lair••»«•••••ir••aa 19 MEDIUM DENSE VERY STIFF - 17 65,6 •aaa..a,••.••••�a• 18 MEDIUM DENSE VERY STIFF .- 23 88,8 -••••••-•••,••-••,•••••• 25 MEDIUM DENSE VERY STIFF - 6ft 22 84.9 •• -.4.•-••••1."*" . 24 MEDIUM DENSE VERY STIFF - 18 69.5 ...w.+..,III.irir./. 19 MEDIUM DENSE VERY STIFF = 2 m 24 92.6 .a.irn»«. .»«..•».. _ MEDIUM DENSE I VERY STIFF 7 ft 22 75.2 -•••,••••••••-.•••• 21 MEDIUM DENSE VERY STIFF• 22 75,2 aa•••......M.•-•..., 21 MEDIUM DENSE VERY STIFF - 19 I 65,0 ----- 18 MEDIUM DENSE VERY STIFF • 8 ft 22 75.2 ••■*••»••+••+•»•«• 21 MEDIUM DENSE VERY STIFF •• 25 855 Oil aair.ir.ia.aaairir.+•limit 24 MEDIUM DENSE I VERY STIFF 14 47.E aa..•••,a 13 MEDIUM DENB STIFF 91t i4 47.9 :••-•••-••-. l3 MEDIUM DENSE STIFF = 8 27.4 •-.•.. 7 LOOSE MEDIUM STIFF r 9 30.8 8 LOOSE MEDIUM STIFF .- 3 r I ft 12 4 I,CI a. • I I. MEDIUM DENSE STIFF - 20 I 612 17 MEDIUM DENSE VERY STIFF = 22 67.3 .. ••••• l9 MEDIUM DENSE VERY STIP = 21 64.3 '-' ' • ' 18 MEDIUM DENSE I VERY STIFF - II ft 17 52 0 ++++i•a 1.4 MEDIUM DENSE STIl - 1$ 459 13 MEDIUM DENSE STIFF • 12 36.7 ••.•--••• l0 LOOSE STIFF - 12 ft 20 61.2 ...«..air 17 MEDIUM DENSE VERY STIFF - 42 L28.5 III lid a..ir.«f+a...ia+iair.i.+..aa.w• DENSE HARE) 44 134-o .■aa.a I'll r.aaaaaa.•. ...••.•...•.•• — DENSE HART) 4m 13ft 49 1+49. a........»-• »......ir...........». _ DENSE HARD 'MLDCAT,1fL8 25 37'h& D,AltacurtFa,WA Materials Testing&CORE uKing,Tat. November 14,2014 Project No_: 143x33 HOLE fi: DCP-1 WILDCAT DVNArvIIC CONE LOG Page 2 of 2 PROJECT: 376&.1)Site. Jnv !t ion PROJECT NUMBER: 14R133 BLOWS RESISTANCE GRAPH OF CON1 RESiSl'ANC:ES TESTED.CONSIST ENCY DEPTH PER IQ cm KEIcnf E? 51 100 150 SAND&SILT CLAY 50 13 a.5 DENSE HARD - 14 rz - I 15 rt I6f - sm • 17ft • I8ft L9ft 4 L 6 m 20ft 21 ft - I 22 f1 - 7m 23ft I 241t 251 26£i - 11r, I 27ft 2811 I ▪ 29 ft • 9in WF{DCRT7{LB 26 37ie&D,Anncnrtes,WA Materials Testing& Consulting,Inc. November 14,2014 Project No.: 14B 133 WILDCAT DVNAMIC CONE LOG Papp1 of 2 Materials Testing mid Canso.Hint 805 Dupont,&cite 5 PROJECT NUMBER: 14B 133 Belluag1 on,WA 98225 DATE STARTED: W-20-20I4 DATE CIDMPL,ET'SD: 1 t1120912014 HOLE il: DCP-2 CREW: MV SURFAC"F;ELi VATION: PRO3fCT:37th&U 4It loveati +n — _ _ _ _ — WATER ON COMPLETION- ADDRESS: 37114&1 HAMMER WEIOHT: 35 Ns_ LOCAMON: Amtortns•WA,98221 CONE AREA; 10 sq.cm Ill.OWS ' RESISTANCE CRAP HOF CONE RESISTANCE TESTED CONS 1 Nc( DEPTH PER JO cm Kglcn9 0 50 100 150 N' SAND&SILT CIAY - + 3 133 •-- 3 VERY LOOSE SOFT - 14 62.2 •'D•"•'DD■'•DD+++ 17 MEDIUM DENSE. VERY STIFF - 1 ft i 23 102.I •••••••••••••,,•••••••••••••• - MEDIUM DENSE VERY ST7f+F 17 75.5 ...,..—...-0—.... 21 MEDIUM DENSE, VERY STIFF I- 15 1 66,6 DDFD...DD*DD*DD**D� 19 MEDIUM DENSE VERY STIFF - 2 ft 12 53.3 •••»s•••••• 15 NIEI')1lJM DENSE I STIFF (- 40,0 ..••••---. I I MEDIUM DENSE I STIFF 9 40.0 II MEDIUM DENSE STIFF - 3 ft , 10 44.4 •—-•«••.• 12 MEDIUM DEN E sTIFF (- Im 10 I 444 ..*D..DD.... 12 MEDIUM DENSE STIFF 8 30,9 •••••• 8 ` LOOSE MEDIUM STIFF r 4 ft 8 30.9 .«.. R LOOSE MEDIUM STIFF I I I +12.5 ••••••• 12 1 MEDIUM DENSE STIFF • 9 34.7 •••••- ••• 9 1. OSE STIFF 5 ft 7 1 275 .. •—•••• 7 LOOSE MEDIUM STIFF 11 42S 12 MEDIUM DENSE I STIFF - 12 46.3 ••••»"•»» l3 MEDIUM DENSE STIFF I. 6 ft 11 I 423 •••••••••••D l2 MEDIUM DENSE! STIFF - 13 502 «+DI■K■■■ 14 MEDIUM DENSE STIFF - 2m 13 502I•••••..4••+••r 14 MEDIUM DENSE STIFF L 7 ft 15 513 J....0.—w - 14 MEDIUM DENSE STIFF I - 12 41.4 ...D..`«... 11 MEDIUM DENSE STIFF 8 i 27r4 •-.- • 7 LOOSE. MfEDIUMSTIPP = 8ft 11 37,6 I«•»•••» 10 I LOOSE STIFF - 6 205 iD• 5 LOOSE MEDIUM STIFF I- 9 30.8 8 I LOOSE MiE I UM STIFF 9 ft 8 27.4 I..•...- 7 LSE MEDIUM ST1EE - 16 54.7 D*D•+*•�••'••'••• 15 MEDIUM DENSE STIFF = 21 712 D4DDDDD.D+DDD..DDDD. 20 I MEDIUM DENSE VERY STIFF - 3 ra 10 ft 17 58,1 t-•-•-•4+41+++■ l6 MEDIUM DENSE VERY STIFF - 14 42.8 ••••.•••••-• 12 MEDIUM DENSE STIFF • 11 33.7 ....--•-+ 9 Loose. STIFF - i 11 33.7 D*D«.DD+ 9 LOOSE STIFF +- I I ft 13 39.8 ...id. 11 MEDIUM DENSE STIFF 24 71.4 ••••••—•••,••••••••• 20 MEDIUM DENSE VERY Flay - 38 116.3 I...........—....,.»........... - DENSE I-xARD I- 1211 32 97.9 D..DDDD.DDDDD**DDD.**-*+Dili - MEDIUM DENSE VERY STIFF - 18 55.1 D,D«+DDDDDDD.. 1.5 MEDIUM DENSE STIFF (` 13 39.8 1«*DD.DDDD. II MEDIUM DENSE STIFF 1- 4 m 13 ft 12 36.7 I•"•— .• t0 LOOSE slim' vviLeckncLe 27 37it'&D,Anicartes,WA Materials Testing&Consulting,Inc. November 14,2014 Project No.: 1 B 133 I O1r1 #: DCP-2 WILDCAT DYNAMIC CONE LOG Page 2 of 2 PROJECT:371 &J Site iavcs do PROJECT NUMBER: 1413133 BLOWS RESISTANCE GRAPH OF CONE RESISTANCE. 'TESTED CONSISTENCY DEPTH PER 10 CM Kgioni 0 50 100 150 1r SAND&SILT - CIA Y - I I 10,5 '-....-� J — — 8 LOOSE M>EDI M STIFF - 10 27.7 •w---- 7 1 LOOSE C+fEI N LIM 1 Il-F - lift 11 30,5 I"*--- 8 LOOSE MEDIUM STIFF - II 30.5 ..-••••• 8 LOOSE MEDIUM STIFF - 1 I 30.5 446 f+•w S LOOSE MEDIUM STIFF - 15ft 15 41,6 •,•••••••••• 11 MEDIUM DENSE? STIFF - 17 47,1 --Ma..•Ma 13 MEDIUM DENSE STIFF - 23 453.7 --••••,•.»••,.• 13 MEDIUM DENSE VERY STIFF - Ilift 30 83.1 «•OFF•••»»•••••, I 23 MEDIUM DENSE VERY STIFF - 5 rn 29 80,3 «....»«..»« 22 MEDTUM DENISE VERY STIFF - 27 45$b 646644ni-466464444 19 MEINIM DENSE VERY STlPl7 - 17 fi 24 G1A - .....•••-- $. I 17 rv4EDIUM DENSE. VERY STIFF - 29 73.7 ---•-«•••••••" 21 MEDEUM DENSE VERY STIFF - 30 76.2 44 +. iii«.«.i. I 21 MEDIUM DENSE VERY STIFF - l +I - f}na II - 211r1 I 21ft I I - - 22 I t I- I I - 7rn 21f1 - II 24 ft I_ 1 - 2511 I I - 26f1 I - 8m - 2711 - 28 it - 29 ft 28 i 374&D,Anscortts,WA Materials'1'cstIng&Consulting,Inc. November 14,2014 Project No,: 1413133 WILDCAT DYNAMIC CONE LOG Paw 1 of 2 1 at t als reating and C+ rrsull;ng 805 Dupont.Suite S PROJECT NUMBER: 1413133 _ Bellingham.WA 98225 DATE STARTED: Ill-20-20J4 DATE ODMPLEfED; 1 012 0 9/2 0 1 4 HOLE 6;DCp-3 CREW: JO SURFACE ELEVATION: PROJECT:376&D Site Iuvest i:m _ WATER{7Aa COMPLETION: — • )RESS-37th& P _ _ _ HAMMER WEIGHT: 35 lbs. LOCATION: Anaaarks,WA,.93221 CANT: AREA: 10 sq.ern 1 . 1ILOW8 RESISTANCE GRAPH OF CONE RESISTANCE TE.ST.DCONSISTENCY DEPTH PER 10 an .14Vcrre 0 - 50 100 ISO _ AF_ SAND&SILT CLAY - 4 17,8 F»•• I 5 LOOSE—MEDIUM STIFF I 71.0 »•—••• «•••••. 20 MEDIUM DENSE VERY STIFF ft 25 111.0 ••...•R---....--.-......•... _ DENSE 1APD - 29 128.8 ... .»«. ...,................ I - DIE HARD - 25 I11.0 ..., ,,.... ,...,VP*....... - DENSE I HARD - 2 ft 14 62,2 •..«FFF»«�•»F 17 MEDIUM DENSE VERY STIFF - 19 84.4 .Y.,..----.....-- 24 MEDIUM DENSE VBRY STIFF is I 799 w••momo.nw—,dim•..,.. 2.2 MEDIUM DENSE I VERY ST1IP 3 Ft 12 53.3 ••F••••••F••••• 15 MEDIUM DENSE STIFF - 1 m 12 53,3 M.•••.F..F.i.F 15 MEDIUM DENSE STIFF - 15 57,9 .F+.i•orFFF.i.F. I6 I MEDIUM DENSE ' VERY STIFF 4 -! 8 20,9 OFF..••• I S LOOSE MEDIUM STIFF G 232 LOOSE , MEDIUM STIFF 5 I 19,3 —.- 3 ' LOOSE I MEDIUM STIFF 5 ft • 6 23.2 ...... 6 LOOSE ' MEDIUM STIFF 8 ! 30.9 .....• 8 LOOSE MEDIUM STIFF 9 34.7 •••••-• 9 LOOSE S1TFF - 6 I'G , 7 27,0 7 LOOSE 1 I44I Dl IJM STIFF - 6 232 »•«• 6 LOOSE MEDIUM STIFF - 2ri 10, 38.6 •+FM•+•.•. ] I MEDIUM DENSE I STIFF 711 I 10 I 34,2 ..--••• 9 I LOOSE I S'FWI l0 1 34,2 ••••••••• 9 LOOSE STIFF 10 342 •••-••••• 9 LOOSE I STIFF 8 ft1 12 j 41-0 ++FY. 11 I MEDIUM DENSE I STIFF - 15 51.3 -- ; 14 MEDIUM DENSE STIFF - I 15 51,3 ,,••» ••• 14 MEDIUM DENSE ST11-1 - 90 14 I 47.9 ....,—•••••— 13 MEDIUM DENSE STIFF - i5 51.3 .••_... FP• ' 14 MEDIUM DENSE I STIFF - I 10 I 342 ••F..F.•• 9 I LOOSE 1 STIFF - 3m 10 ft 10 342 «FF••«• 9 LOOSE STIFF I0 .104 MF.NM ' 8 LOOSE MEDIUM STIFF J O 0.0 •••...•• 8 I L X}SE mum UM strp17 S 24,5 •••—•- I 6 LOOSE MEDIUMSTIFF 11 ft 8 243 .,.,... 6 LOOSE MEDIUM STIFF 12 36.7 ..•.•...... 10 I LOOSE STIFF 14 42,8 ..■.......r• I2 MEDIUM DENSE STIFF - 12 ft 20 612 .•• *.. 17 II MEDIUM DENSE VERY STIFF - 31 94.9 ••••,,•,.... »,«»FFF•«•• - f MEDIUM DENSE VERY STIFF 39 119,3 «..««lie MIowii\Miwi•f—w• - ff . • DENSE HARD - 4 m 13 n 32 7.9 .................••......••• - MEDIUM DENSE VERY STIFF -- - YlLCCAT.xl. I 29 376 & D,An ortts,WA Materials Testing&Consulting,Inc. November 14,2014 Project No.! 14B 133 HOLE II: DCP.3 WILDCAT DYNAMIC CONE LOG Page 2 of 2 _PROJECT:37ta&D Site Lnves#' tivn PROJECT NUMBER: 14B 133 BLOWS RESISTANCE 0 RAM OFCONI.RESISTANCE TES'FED CONSISrENCY DES PER 10 cm Kgh mm 0 50 100 150_ N' SAND&SILT' - CLAY 20 55.4 .. ..■.... . .... 15 MEDIUM DENSE STIFF - 16 44,3 —•••---t 12 MEDIUM DENSE STIFF 14f1 13 31.0 -- 10 LOOSE STIFF 12 332 -•- • 9 LOOSE STIFF - 11 30.5 *»•••- 8 LOOSE 1 MEDIUM STIFF - 15 f1 12 I 332 .•,'-• 9 LOOSE I STIFF 12 I 33.2 --•-- 9 LOOSE STIFF - 12 332 9 LOOSE 1 STD 16 FI 23 63.7 •••••••••»«,•••• 18 MEDIUM DENSE I VERY STIFF 1.- 5 m 26 72.0 O,.«...»«.«.... 20 MFDIUM DEIST VERY STIFF 3-4 86.4 ................. 24 MEDIUM DENSE VERY STIFF 17ft I 39 99.1 - MEDIUM DEN4,' VERY STIFF 1. 18 ft i - 19 f 1 - 6 m I ▪ 20 A l : 21£i li, - 2211 ` • . 701 23f1 24II I 25ft 1- 4srn 27 ft i- I 28ft 1, 29ft I- 9rn I W1Lia Ate 30 376&D,Aoucartes,WA Materials Testing&C;omvtting, inc. November 14,2014 Project No. 14B 133 Appendix D. LABORATORY RESULTS Laboratory tests were conducted on several representative soil samples to better identify the soil classification of the units encountered and to evaluate the material's general physical properties and engineering characteristics, A brief description of the tests performed for this study is provided below. The results of laboratory tests performed on specific samples are provided at the appropriate sample depths on the individual boring logs. However, it is important to note that these test results may not accurately represent in situ soil conditions. All of our recommendations are based on our interpretation of these test results and their use in guiding our engineering judgment. MTC cannot be responsible for the interpretation of these data by others. Soil samples for this project will be retained far a period of 3 months following completion or this report, unless we are otherwise directed in writing. SOIL CLASSIFICATION Soil samples were visually examined in the field by our representative at the time they were obtained. They were subsequently packaged and returned to our laboratory where they were reexamined and the original description checked and verified or modified, With the help of information obtained from the other classification tests, described below, the samples were described ire general accordance with ASTM Standard D2487. The resulting descriptions are provided at the appropriate locations on the individual exploration logs, located in Appendix C,and are qualitative only, GRAM-SIZE DISTRIBITTl N Grain-size distribution analyses were conducted in genera] accordance with AS'llvl Standard D422 on representative soil samples to determine the grain-size distribution of the on-site soil. In addition, soil liquid and plastic limits and plasticity index were determined with ,ATM Standard 1 4 18 on representative fine-grained samples. The information gained from these analyses allows us to provide a description and classification of the in-place materials. In turn, this information helps us to understand engineering properties of the soil and thus how the in-place materials will react to conditions such as heavy seepage, traffic action, loading, potential liquefaction, and so forth, The results are presented in this Appendix. 31 3116 is ID,A,nacortes,WA Ma taints Testing&CansuIUng,Inc_ November 14,2014 Proj ect o„ )41E1I33 Sieve Report ?Yii cu37Wak1)SeeAWBEEISM21Y D11 i1e[eiTEGtNiY1-19 MTh1D..a.07Jhul3egl'ci4/.luuE9eaHnn Sy.Lrrm Pre+eol11145153 S■lolei9y;M VoµyPo.m gold.R.Uty$nh.rksnlhQvel C9ilyd Aim GoodtrluvsSO Mir Tel OW;22410-Id SwpeCilire -y.-1 SirLI.¢=TPA SY'dears= Tiit#er C.Molx+4Ah la .Semppcffa 1314.2]86 _ I ,4.73b[11-2216,ASTh[D-Z4 L M,9. 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MO Q.160 #% l90A% Qdl% -tiru� I 1F E.& A vaa ILI WI PO 0.154 aft% +65% 1410% u0% .alao WAX 4496 ;MO% 9.096 O.■raranF 0I7L 11A90 10(00 1%.0% QC.% II21$i {ilff(0 34.4% l6.aA6 LOQOY. d1L% R. lwF. .�4.-,.. w•4m . . k-.•.i. i.N✓1.,F.ntiii.,. $•Tial.IJ.wi..pa,Ii* M r ...Irtrx..W ...b.o.....li.aWradr..Yl,rnl w..�.Ifn+.nW.. ILi1l+ar. & .til. .,. y-lr4- �f,1,l`iF r.l.ewli. 11 =y,Ftoi7.kr.v.-aiy i"c<rs�< ...1.11...-.i , , {.ianmmnlir RCi•rr.gl.l 4r IC-----rif-71'2 . — _ Materials Te4Ing& Consulting, Inc. Lai Sample: TP-4 45" FIGURE 777 Chrysler Drive Propced Site Development Burlington, WA 98233 37th and D Anacortes, WA 32 U�, ANACORTES PUBLIC WORKS DEPARTMENT Steven Lange, Project Manager 't P O BOX 647,ANACORTES,WA 98221 PH(360)681.3468 ? E-MAIL stevel@otyofanacortes.org FAX(360)293.1938 Memo Date: May 18,2015 To: Dave Cervix,PE From:Steven Lange s' Subject Construction Plan Review Summary 1 (PW#15-025-DEV) cc. Eric Shjarback, Fred Buckenmeyer, Don Measamer, Paul Ingalls The following review was been completed on May 15, 2015. Provided is a summary of the review for the 37"'and D Avenue Duplexes Not all notes are presented. Please refer to the plans for additional notes and comments. The review was based on the following information; 1. Construction Civil Plans, dated March, 2015 2 Drainage Report, not submitted 3 Large Parcel Storm Water Plan, dated March, 2015 SHEET: C-I • 1. Public Works Project Number assigned to this project is PW#I 5-025-DEV This is typical on all sheets. i 2. Site Plan conflicts with storm drain profile on Sheet C2 3. This project is suited to provide additional water quality for the Parking Area with a meandering grass swalelrain garden adjacent to Units 1 and 2 4. Call out applicable details.When referencing City Standards, refer to ST-06, etc. . 5. Provide Invert elevations information on proposed storm and sewer system. 6. 1 % master meter size will be determined by the Building Department, based on fixture counts. Revise Note to C4 from C2. 7. Yard Drain connection type?And pipe size? 8. Note- 'Install 4- PVC drain line. Connect to Unit 5/6 downspout and footing • drains Connect to SD-05'. Revise to SD-04. SHEET: C-2 1. See comments and notes on Sheet CZ SHEET: C-3 1_ Revise contact information. Attached updated contact list is provided for your use and convenience. 2. The Erosion Control Notes were highlighted by the public Works Inspector for the purposes of discussion at the preconstruction meeting prior to any construction activities taking place on-site. SHEET: C-4 1, Provide a site specific Traffic Control Plan. This can be provided at the preconstruction meeting by the contractor performing the site work? See Traffic Control Plan below_ LARGE PARCEL STORM WATER PLAN: 1 Need a response to each item listed within the Large Parcel torrn Water Plan Attached is a word document of the plan for your convenience and use. STORM WATER QUALITY PLAN: 1 Need to submit with application_ TRAFFIC CONTROL PLAN: 1. Needs to be per the MUTCD manual and site specific, Site does nol match the provided . - identify Work Zone, Safe Zone, Transition Zones, etc. - Signage and spacing - Cone placement and spacing - Dimensions. - F]agger locations - Pedestrian path of travel. OTHER: 1_ Provide and Engineer's Estimate of Construction 2_ See Required Submittal Checklist for additional required submittals. 3_ Provide a Grade-Gut-Fill Permit 4. Submit a copy of the recorded site survey. Please review all information provided and schedule a meeting with me to discuss. Please return the provided redline information at the next submittal_ ANACORTES PUBLIC WORKS DEPARTMENTTir ENGINEERING PLAN REVIEW FEE AND CONSTRUCTION FEES SITE INFORMATION AND PROJECT VALUE , OWNER; /SLLEN-A nun INtE sTP1tWTS•1,1,4 SITE ADDRESS. 2-loo tF 31 VASZEEr PROJECT DESCRIPTION' P AVR�uE Q'FrXES PROJECT VALUE (PVJ: $ 14)4W1-- (Page 3 of 3 Total Coss) • ENGINEERING PLAN REVIEW FEE ENGINEERING PLAN REVIEW FEE (.005 of Project Value) $ TOTAL ENGINEERING REVIEW FEE $ 472.Ito DUE AT TIME OF SUBMITTAL OF PLANS FOR REVIEW CONSTRUCTION INSPECTION FEE CONSTRUCTION INSPECTION FEE BASE FEE $ 500.00 _ CONSTRUCTION INSPECTION FEE (.015 of Project Value) $ 14(Ip.4B CONSTRUCTION INSPECTION FEE SUBTOTAL $ 1916'40 REDUCTION• $ 0 TOTAL CONSTRUCTION INSPECTION FEE $ 191t•4,B DUE UPON CONSTRUCTION PLAN APPROVAL • SUBJECT TO THE DIRECTOR OF ENGINEERING&DEVELOPMENT SERVICES APPROVAL A 50% REDUCTION TO THE CONSTRUCTION INSPECTION FEE MAY BE ASSESSED IF THE DEVELOPER PROVIDES ON•SITE CONSTRUCTION INSPECTION AND CONSTRUCTION ENGINEERING THROUGH PRIVATE CONSULTANTS TO THE SAME STANDARD AS THAT OF THE CITY. S Plan Review Fee:Ali•lce r Constntction Inspection Fee:$I p Illo.A S c$ Page I of 3 Engineering Plan Review Fee and Construction Inspec lon Fee Project M,anbes ‘C076- CV APPENDIX C: INSP-05(JULY 2011) LEl VIK ENGINEERING CIVIL D E I G N • P L A N N L i G • CONSULTING Po got 584 ANAOORTES We; 962.21 P 360 58e . 1592 ALLEN FAMILY INVESTMENTS, EEC 0-AVENUE DUPLEXES COST ESTIMATE June 24, 2015 Unit item Unit Qty Pace Cost 6" IF 170 $ 25 5 4,250 811 IF $ 30 • 10" LF $ 37 - 12" LF $ 45 5 - 15' IS S - i_ 18" LF $ - Q) w 24' LF $ - vs Other $ - E a Storm Inlet EA 3 $ 500 $ 1,500 `r` C8 Type I EA $ 740 $ - CB Type 2 EA $ 3,500 $ - Storm Manholes FA $ 5,000 - Ponds EA $ - afoswaLes EA $ - Vaults, etc. EA $ - 6" IF 210 $ 35 $ 7,3350 8" LF 1$5 45 $ 7,42.5 IV LF $ - 12" LF $ - 15" LF - 18 IF $ 24" LF $ - co Other - I ul Other $ - Sanitary rvtanhole EA 2 S 5,000 /0,000 SS rvt N,Other EA $ - I lift Station EA $ • 1 E I E G 1 _. v R I NJ G 41" $ 45 $ - 6{' 5s 5 - 8" 35 $ 55 1,925 12" $ 65 $ - Ti 16" $ 75 ; - Other 5 - Water Meter I $ 200 $ 200 Fire Hydrant I $ 5,000 $ 5,000 Street Construction I. x $ - Street Lights EA $ 3,000 - Street &Stop Signs EA $ 200 $ Curb & Gutter LF $ 14 $ - Overlay,Asphalt Ton 87 $ 100 $ 8,700 Overlay,Concrete SY 5 - Sidewalk SY 140 $ 29 4,032 Wheelchair Ramps 5Y $ 35 $ - ab Landscaping SY 900 $ 27 24,300 Tkrirails SF 5 - Stream Enhancement SF $ Other: $ - Other 5 - TESC LS 1 $ 2,000 $ 2,000 Earthwork CY 1100 $ 15 $ 16,500 Traffic ControF LS I $ 1,250 $ 1,250 Eros ian Control $ 500 $ - Utility Ad]trstment EA $ 275 $ - TOTAL COST: 94,432 17, 2,050 - Retaining walls, I Code of Ordinances ] Ai:1210,10es, WA 1 Munioode Library Page 4 of 5 Barbed wire and razor wire fences shall be prohibited in ail zones except when barbed wire fences are preexisting and are used to contain animals kept on a property continuously since 1999. in such cases at such time as animals are not kept 1n the fenced area for ninety days or more, the right to maintain these existing fences shaft be considered extinguished, and these fences shall be removed within thirty days. (Ord. 2482 Att. A (part), 1999) (Ord. 2794, § 1(An. A), 12-15-2008) [ i7.s2oso - Retaining walks. A. Building Permit.A building permit is required for retaining walls or rockeries not exempted from permit by section 1052 of the International Building Code or the International Residential Code,Ltasier 1 5,04 AMC, B. Engineer, Any rockery requiring a building permit shall be designed and inspected by a licensed engineer.. C. Drainage Control, Drainage control shall be provided for the area behind the rockery. D. Maximum Height In Required Yard—Cut Slopes. No retaining walls or rockeries, or any combination of retaining walls or rockeries. to the extent used to protect a cut or cuts into existing grade within any required yard, shall exceed a total of twelve feet in height. All retaining wails and/or rockeries within a required yard shall be included in calculating the maximum height of twelve feet. Such retaining walls or rockeries, or combination of retaining walls or rockeries within a required side or rear yard, may be topped by a fence up to six feet In height or, if within any required front yard, by a fence up to four feet six inches in height per Section 17.501 Q.. E. Maximum Height In Required Yard—Fill Slopes. No retaining walls or rockeries. or any combination of retaining walls or rockeries, to the extent used to raise grade and protect a Fill slope, shall exceed a total of seven feet in I might within any required side or rear yard. All retaining walls and/or rockeries within any required side or rear yard shall be included in calculating the maximum height of seven feet A fence or guardrail may be placed on top of such retaining wall or rockery, but in no event shall the height of the fence exceed four feet above die finished grade behind the retaining wall or rockery; provided, rockeries. retaining walls,fences, or any combination thereof in all residential zones. are limited to a maximum height of four feet six inches when within any required front yard. F. M the commercial district. cesurrat business district,and all residential distrItts, retaining wails are prohibited from being constructed of"ecology blocks," -Jersey barriers,-and similar large-scale manufactured blocks generally used for highway .and industrial construction, (Ord. 252 ' r 6_ , CO} (Ord. 2794, § 1(Art. A), 12-15-2008) "„n;i•„rtir„snlihr rrviwaianacrorto lcodcsfcodc of ordin ces?searcbRequest.., 8/ /2015 13.36.160-lnspoction—Construction. I Code of Ordinances I Anacortes,WA I Munico... Page 34 of 45 Emergency overflow provisions shall be Installed in such a manner as to direct flow away from all structures and prevent failure of those structures from stormwaters. Retention/detention and infiltration facility design must take into account and provide mitigation for overflows which may result from: 1, Higher-Intensity or longer-duration storms than the one hundred-year design storm; 2. Plugged orifices; 3. Inadequate storage due to sediment buildup; 4. Debris blockage; or 5. Other reasons causing system failure. D. No more that twenty-five percent of public parking shown on the plan shall be used for stormwater retention/detention,and the maximum depth of the retention/detention facilities cannot exceed six inches in public parking areas. No retention/detention shall occur on parking areas designated for multifamily residential development.(Ord. 2441I$, 1997) (Ord. No.2827, § 1(Exh.A), 6-21-2010) 13.36.100 - General water quality standards. A. Approved spill prevention facilities such as oiVwater separators and containment berms shall be incorporated into all drainage plans where applicable. B. All storm and surface water discharges shall be treated using approved best management practices. C. Treatment BMPs shall be sized to capture and treat the water quality design storm, defined as the sox-month,twenty-four-hour return period storm.(Ord.244112, 1997) (Ord.No. 2827,§1(Exh.A),6-21-2010) 13.36.110 - Applicability of the minimum requirements. % a . ® e en A. Not all of the minimum requirements apply to every development or redevelopment project.The applicability varies depending on the type and size of the project as described in this chapter, Section(13.36.)040.This section identifies the thresholds that determine the applicability of the minimum requirements to different projects. B. The following new development shall comply with minimum requirements#1 through #5 of Appendix 1,Section 4: 1. IndNidual. detached,single-family residences and duplexes; 2. Developments that create or add onCirdWAPJA.square feet(ecology is two thousand sq.ft.),or greater, of new,replated,-oY new plus replaced impervious surface area; or bttpsi/www.municode.com/library/wa/anacortes/codes/code_of ordinances?searebRequest... 8/6/2015 17,54.0 1 - Site grading. I Code ofOrdinantces I Anac rlcs, W j J uuicode Library Page 9 of 10 All structures and excavations be set back from the toe of a slope the distance necessary to protect such structure from landslide hazard based upon the specific findings and recommendation of the geotechnical analysis, (Ord, 2316 (part), 1994) (Ord. 2794, 1(Att, A), 12-15.2008) 17.54.0 0 - Geologically hazardous areas. g l Potential "geological hazardous areas" as Identified in the City of Anacortes comprehensive land use plan shall be subject to subsections(DO)(c), (d), and (e) of ect(on 17_54.070. (Ord. 2316(part), 1994) (Ord. 2794, § 1(Att. A), 12-15-2008) 17.54.090 - Site grading. A. When grading a site, whether a single lot or a larger tract, the owner of the site being graded shall be responsible for protecting adjacent property from the effects of the grading_ if a cut or excavation is made near a property line, it shall be supported by a retaining wall, or sloped or terraced away from the property line sufficiently to prevent the adjacent property from sliding toward the cut, if fill such as sail, gravel, rock, or other material is placed near a property line, it shall be supported by a retaining wail, or sloped or terraced away from the property line suf iicieritty to prevent the fill material from sliding onto the adjacent property. B. The building official may require cuts, rill and retaining wMRs to'be designed by a) licemedstructuraterigIneer,due to slope steepness, soil types, geological stability, or other factors. C, If there are structures on the adjacent property at the time a tut is made, or if a building permit has been issued to build such structures,the effect of the weight of these structures shall be taken into account when determining the support required for the cut, in order to avoid undermining or damaging the structures. if a structure is built after a permit for cut or fill has been issued, the structure shall be designed so that it does not create additional stresses on a properly designed cut or fill or retaining wall which would be likely to cause it to fail, based on standard structural engineering principles. (Ord. 2528 An.A 16, 2000) (Ord. 2794, § 1(Att. A}. 12-15-2008) 17.54.100 - Manufactured home. 901E4WUEi Scroll to top A manufactured home may be placed on any lot that is appropriately zoned for a single-family residence proved that: htr„ Il ,4 �rnmirnri ralmilihrarviwali,stmenricdcoiivicodc ordi.namzs?scarchRcquest... 8/6/2015 17.06.835 - Structure. I Code of Ordinances I Anacortes, WA I Municode Library Page 2 of 2 is 013.40 350- Records retention. I Code of Ordinances FIT n 17.06.320- Floor area. I Code of Ordinances 171 c 17.42.020-Vesting and replatting. I Code of Ordinances nM17.41.050 - Existing site vegetation. I Code of Ordinances 19 �c 12.30.010- Policy. I Code of Ordinances zo n 3.24.010- Right of interest held by city. I Code of Ordinances z1 in 9.28.070- Possession of stolen property—Defined. I Code of Ordinances zz 017.06.472 - Lot coverage. I Code of Ordinances 23 c❑ 17 06 125 - Building line. I Code of Ordinances c 17.06.307 - Fence, non-sight-obscuring. I Code of Ordinances a 17.06.035-Attached structures. I Code of Ordinances 1 2 3 4 17.06.835 - Structure. % - P 6 . rJ e "Structure" means that which is built or constructed.An edifice or building of any kind, or any piece of work artificially built up or composed of parts jointed together in some definite manner, not to include fences less than six feet high, paved areas,or retaining walls. (Ord 2316 (part), 1994) (Ord. 2794, § 1(Att.A), 12-15-2008) huns://www.municode.corn/Lbrarv/wa/anacortes/codes!code of ordinances?searchReauest 8/6/2015 i 1 IT o,4 Anacortes Planning, Community & Economic Development Dept. Pest Center et P.O.Box 547,Anacortes,WA 98221-0547 PH-(360)293-1907 /0016 1:hin ivleasamet.Dlrecto#of Planning, a:421r, ra3'anti Economic DewIopm n FA (360)293-1938 STATE ENVIRONMENTAL POLICY ACT (SEPA) Agit/gated Determination of Non-Significance (MDN ) FILE NUMBER: PROJECT' NAME: SEPA (PL -2015-0004) Allen Construction, 5 Duplexes APPLICANT. LA WNER: Allen instruction Allen Construction P.D. Box 817 P.O. Box 817 Anacortes, WA 98221 Anacortes, WA 98221 PROJECT PLANNER: Kevin Cricchio, AICP Associate Planner City of Anacortes 904 6th Street Anacortes, WA 98221 SUBJECT PROPOSAL: The subject SEPA 1 MDNS is associated with the construction of five (5) duplexes on the subject property (Parcel #: P124667). CUT di, FILL: The proposed cut and fill volumes are 475- and 625 cubic yards respectively. SEPA environmental review is required as the proposed cutlftll volumes exceeds the flexible threshold of 500 cubic yards adopted pursuant to AMC § 18.04.120(A)(5). PROJECT LOCATION: The subject property is vacant and is located at the intersection at 37th Street and "D"Avenue on the south side of Michelle Lane in Anacortes, Washington. The subject property is located in a portion of Section 25; Township 35 North; Range 01 Fast; Willamette Meridian. ZONING DISTRICT: The subject property is located in the Residential High Density"A" (R4A)Zoning District of the City of Anacortes. PLN- 015-0004, SEPA NS Torn Allen Construction, 5 Duplexes Page 1 of 3 CRITICAL AREAS: Nu known critical areas were identified either on or within close proximity to the subject property. The applicant however did submit a Geotechnical Engineering Investigation prepared by M'I`C dated November 14, 2014, as there are some relatively steep slopes located on it that ranges from 107 feet above sea level at the northwest corner of the site to 127 feet above sea level at the southeast corner. The recommendations of the Geotechnical Engineering Investigation has become of condition of the subject SEPA MDNS. LEAD AGENCY: Anacoirtes Planning, Community ct Economic Development Department_ The lead agency for this proposal has determined that this project does not have a probable adverse impact on the environment provided that the conditions set out below are satisfied. An environmental impact statement (EIS) is not required under RCW 43,21C.030(2.)(e). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This MD S is issued under WAC 197-I 1-340(2); the lead agency will not act on this proposal for 14 days from the date of publication Written comments regarding the MD1S must be submitted, in writing, no later than .Iuty 09,.291 5, at 5:9_0_pn to the lead agency at the address below. ITIGATION MEASURES: 1. Erosion control, dust control, and best management practices shall be employed during construction /development activities as required by both the Building and Public Works Departments. 2. The applicant shall submit a Large Parcel Stormwater 86 Water Quality Plan to minimize runoff, control erosion, and protect adjacent properties_ Such measures may include replanting, reseeding, storm retention ponds, buffer areas or prompt development. This plan shall be approved by a licensed civil engineer, The plan needs to be submitted to the Department of Public Works for review along with the applicable fee; 3. A grading permit is required for earthwork consisting of fifty (SO) or more cubic yards. 4, Orange construction fencing shall be installed at the project boundaries, 5. A building permit shall be secured before any construction activities begin onsi_te_ 6. Before building permit issuance, the applicant shall submit a landscape plan that complies with AMC Chapter 17.41. According to AMC I7.41.020( ), twenty percent of the site shall be landscaped. In addition, parking lot landscaping is required pursuant to AMC § 17.41.030, 7. before building permit issuance, the applicant shall submit a tree preservation plan that complies with AMC Chapter 16.50. One tree is required for each one thousand square feet of land area. - —PLi i-2O15-0004, SEPA MDNS — loin Allen Construction, 5 Duplexes Page 2 of 3 8. All exterior lighting associated with the proposed development needs to be down-shielded preventing glare to adjacent properties and light trespass, 9, Street improvements and utility extensions shall be completed as required by the Public Works Department. 10. Access to the property/development shall comply with the Public Works Department and Fire Department's stRodards. 11. Development shall comply with the recommendations of the Geotechtlical Engineering Investigation report prepared by IYITC dated November 14, 2014. RESPONSIBLE OFFICIAL: Don Measamer POSITION/TITLE: Director of Planning, Community & Economic Development ADDRESS: 904 6th Street,P.O.Box 547 Anacortes, Washington 98221 DATE: 4 Signature: For further information, contact the Anacortes Planning, Community, & Economic Development Department at(360) 299-1901. ISSUED: June 24, 2015 PUBLISHED: June 24, 2015 The issuance of this Mitigated Detennination of Non-significance should not be interpreted as acceptance or approval of the proposal.as presented. The City of Anacortes reserves the right to deny or approve said proposal subject to conditions if it is determined to be in the best interests of the city and/or necessary for the general health, safety and welfare of thepublic to do so. SEPA APPEAL PROCEDURE: Pursuant to We procedures adopted under AMC § 18.04.250, no administrative appeal of the SEPA threshold determination is provided. The SEPA threshold detenvination may be appealed to the Skagit County Superior Court under RW § 43.21C.075 after the City's final action on the underlying actions . Requests to raceive notices of decisions for this project proposal should be submitted to the contact person listed above. PLC-2015-0004, SEPA iDA1 Torn Allen Construction, 5 Duplexes Page 3 of 3 PROTECT COST ESTCMATE i El-Avenue duplexes - - Allen Parielliirivesternerits,Ll.0 UDR 1 item Unit Qty Price Cost 6 LP 170 $ 25 5 4,250 8"i i $ 30 5 - I 10" LF 37 $ • 12" Lf• $ 45 $ - 15" LF $ - i `w 1.11" IF S - Other $ - I A Storm Inlet EA 3 5 500 $ 1,500 I �^ CR'Pale 1 EA 5 740 $ - Cll Type 2 EA S 3,500 S - Storm Manholes EA $ 5,400 $ - Ponds FA $ - llosvrales EA $ - ►laults,etc. EA - 6' LF 210 $ 35 $ 7,350 B" LF 150 5 45 $ 6,750 10" LF $ - _ 12" LF $ - i 15u L 1S" IF $ 5 24" LF $ - Il _-_ - Dt#les` $ - Sanitarlr M Manhole EA 1 $ S,Ooo 5 5,000 55M VI,Other EA $ - LEft Station EA $ - 6" $ 55 $ - g" 35 S 55 $ 1,925 N 12" $ 65 $ - 16" $ 75 $ - Other_ $ • Water Meter 1 $ 200 $ 200 Fire Hydrant 1 $ 5,000 $ 5,000 --Street Construction — - — E x4V S - Street Lights EA $ 3,OR4 5 - Street&Stop.SEgns EA $ 200 $ - Gtrrb&Gutter IF $ 14 $ - Overlay,Asphalt Ton 87 $ 100 $ 8,700 Overlay,Concrete SY $ • Sidewalk SY 140 $ 29 $ 4,032 4 WheelehairRtirrrps SY $ 36 $ - LandseapCng $Y 900 $ 27 $ 24,300 ' Tolls SF $ - 5tream Enhamemont SF $ - Other $ - Other. TESC lS 1 $ 2,000 $ 2,000 Earthwork CY 1 100. $ 15 $ 18,500 Traffic Control LS I $ 1,250 $ 1,250 Erosion Control $ 500 $ - UtiCrty AdfustmeLut .. EA $ 275 $ - TOTOAL OAST: $ S8,757 Cricchio, Kevin From: Cricchio, Kevin Sent: Thursday, May 21,2015 9:49 AM To: aIIencoilectables@yahoo_corn Cc: Measamer, Don; Ingalls, Paul Subject: SEPA review- Parcel 124667 5/21/1S RE: Parcel$t: P124667;PIN-2D15-O0O4,& BID-2015-9212 Toni, Good morning. On May 4, 2015, we received a building permit application &SEPA checklist to construct one duplex. SEPA review is required based on the project cut and fill volumes listed in the checklist. However before we can begin SEPA review, a few items are needed as listed below. 1. SEPA fee of$400.00 2. A geotechnical report of the subject property_ 3_ A parking plan for the proposed deveFopment of duplexes. 4. A boundary line survey of the subject property performed by a WA State licensed surveyor. Thanks, Kevin Cricchio, AICP Associate Planner City of Anacortes (.360) 299-1959 Cricchio, Kevin From: Cncchio, Kevin Sent: Friday,August 07,201S 9:56 AM To: 'David Lervik,PE' Cc: Allen Collectables; Lange, Steve;Measamer, Don Subject: Duplexes at 37th&D Civil Plans, BLD-2015-0394 8/7/, RE: Duplexes at 37th &D Cvit Plans, BLD-2-01- 511 Dave, I recently reviewed the fill and grade permit civil plans associated with the 37th&"D"construction of 5 duplexes.Before the Planning Dept.can approve this the following additional Info is needed: 1. How many cubic yards is proposed for import/export? The grade and fill application states 472 but the SEPA checklist stated 475 cubic yards for cut and 625 cubic yards for fill The fee owing is based on this number. 2 More Information is needed on the retaining wall blocks.According to AMC 17,52.050, in residential zones, retaining walls are prohibited from using ecology blocks,Jersey barriers,or similar large scale manufacturing blocks used for industrial/highway construction. 3. On the civil plans,it needs to be shown where the drainage areas will drain to associated with the retaining walls. 4. On the"Storm Sewer Profile"on page sheet C2 of CS it shows the retaining wall as two 3-foot courses(6 feet total). This however is inconsistent with the retaining wall detail on sheet C2 that shows a 48"max per course(8 feet total) Please revise the plans accordingly and let me know what the total import/export of volume in cubic yards is. I then can determine the fee for the fill and grade permit. Thanks Dave. Kevin Crlcchio,AICP Associate Planner Department of Planning,Community,&Economic Development City of Anacortes (360)299-1969 1 LERV1K. ENGI EtRI NC-3 I CIVIL ciESIQC4,1 AND MUN1CIrAL CONSULTtNU LARGE PARCEL STORM WATER PLAN DUPLEXES FOR ALLEN F M. I. L INVESTMENTS , LLC • sa.y11 r 1 I�'T0; _ 1 jai zGis t'` �'ll iINEEtEJNG J 1, 684 ANACLr1LTt5, WA 93,221 360,586 157.2 /J i NI E 2015j Large Parcel Stormwater Plan PROJECT SUMMARY This LPSP is prepared in support of a development on a 0.64 acre site.The work includes construction of five duplex units, paved parking area, grading, landscaping and utility extensions (water, sewer,storm, etc.) Stormwater from this project was addressed originally in 1995 during development of the adjacent sites, of which this parcel was considered a future phase. As such, the site contains two existing cafchbasins that flow to an existing detention pond sized to accommodate and treat flows from this developed site. LPSPR No. 1 -- Erosion Control Plan. A large parcel storm water plan shall be prepared showing how the following requirements will be accomplished: NOTE: The TESC Plan as shown on the civil drawings and the descriptions below represent a preliminary conceptual plan to manage erosion and sedimentation control. A formal plan will be prepared and implemented prior to construction pending discussions with the selected contractor based on his proposed schedule and phasing of the project a) Soil Stabilization and Sediment Trapping. All exposed and unworked soils shall be stabilized according to a timetable established by the director using suitable application of BMP's. Prior to leaving the site, storm water runoff shall pass through a sediment point or sediment trap, or other appropriate BMP's. Noted. b) Delineate Clearing and Easement Limits. Clearing limits, easements, setbacks, sensitive/critical areas and their buffers, trees, and drainage courses shall be delineated, by the project surveyor, with orange plastic construction fencing prior to the commencement of land clearing activities. Orange Construction Fencing shall be placed 12'inside property lines along west, south and east sides of site. c) Protection of Adjacent Properties. Properties adjacent to the project site shall be protected from sediment deposition. Silt fencing shall be placed along downhill slopes as needed to prevent sediment flows from leaving the site. Also, note that an existing berm/swale exists along the west side of the site to capture and convey surface runoff to the stormwater system. This should be preserved to the greatest extent possible to function as perimeter control and, depending on up-hill soil conditions, as a treatment BMP to remove sediment. Off-site utility work shall be fully stabilized using seeding and temporary mulching. d i Timing and Stabilization of Sediment Trapping Measures_ Sediment ponds and traps, perimeter dikes, sediment barriers, and other BMIP's intended to trap sediment on-site shall be constructed as a first step in grading. These BMP's shall be functional before land-disturbing activities take place, Earthen structures such as dams, dikes and diversions shall be seeded and mulched, The contractor shall take the steps necessary to coordinate the site disturbance with Me weather end appropriate BMPs. A sedimentation pond is proposed at the southwest corner of the site. The location and sizing will be calculated based on pre-construction discussions with the contractor once phasing, order-of-work and schedules have been established. e) Cut and Fill Slopes. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. In addition, slopes shall be stabilized in accordance with erosion and sediment control requirements in this section, The steepest slopes are associated with the cut-bank along the eastern property line, This slope she be created immediately prior to construction of the modular concrete wall_ A similar wall between Units 3-4 and 5-6 is designed to retain fill material; similar coordination between wall construction and back-fill shall take • place. f} Controlling Off-Site Erosion, Properties and waterways downstream from development sites shall be protected from erosion due to increases in the volume, velocity and peak flow rate of storm water runoff from the project site. The downstream drainage course consists of an existing detention pond that was designed to accommodate this development site, g) Stabilization of Temporary Conveyance Systems_ All temporary on-site conveyance channels shall be designed, constructed, and stabilized to prevent erosion from the expected peak velocity of flow from a two-year. twenty-four-hour frequency storm for the developed condition. Stabilization adequate to prevent erosion of cutlets, adjacent stream banks, slopes and downstream reaches shall be provided at the outlets of conveyance systems, No temporary drainage systems are proposed. h) Storm Drain Inlet Protection_ All storm drain Inlets made operable during construction shall be protected so that storm water runoff shall not enter the conveyance system without first being filtered or otherwise treated to remove sediment. Two existing inlets located along the 37 ' Street frontage she receive inlet Protection until final site stabilization is complete, at which lime they shall be removed. i) Underground Utility Construction. The construction of underground utilities shall be subject to the following: i I • ii) Where feasible, no more than two hundred fifty feet of trench shall be opened at one time. Noted. It is unlikely since no single run of underground utilities exceeds 150 feet in length. iii) Where consistent with safety and space considerations, excavated material shall be placed on the uphill side of trenches. Noted. iv) Trench and foundation dewatering devices shall discharge into a sediment trap or sediment pond, where practicable. Noted j. Construction Access Routes. Wherever construction vehicle access routes intersect paved roads, provisions must be made to minimize the transport of sediment(mud and dirt) onto the paved road. If sediment is transported onto a road surface, the roads shall be cleaned thoroughly at the end of each day. Sediment shall be removed from roads by shoveling or sweeping and be transported to a controlled sediment disposal area. Street washing shall be allowed only after sediment is removed in this manner. A gravel construction entrance per WSDOT Standard Plan 1-80.10.01 shall be installed and used until the site is fully stabilized. k. Removal of Temporary BMP's. All temporary erosion and sediment control BMP's shall be removed within thirty days after final site stabilization is achieved or after the temporary BMP's are no longer needed. Trapped sediment shall be removed or stabilized on site, Disturbed soil areas resulting from removal shall be permanently stabilized. Noted. I. Dewatering Construction Sites. Dewatering devices shall discharge into a sediment trap or sediment ponds. Noted m_ Control of Pollutants. All pollutants other than sediment that occur on site during construction shall be handled and disposed of in a manner that does not cause contamination of storm water or surface waters. The contractor shall restrict fueling and maintenance operations to areas where the ground is protected by spill containment devices are in use. n. Maintenance. All temporary and permanent erosion and sediment control BMPs shall be maintained and repaired as needed to assure continued performance of their intended function. All maintenance and repair shall be conducted in accordance with the Department of Ecology Manual. Noted. o. Financial Liability. Performance bonding, or Other appropriate instruments, may be required for all projects to ensure compliance with the approved erosion and sediment control plan. Noted LPSPR No. 2 -- Preservation of Natural Drainage Systems. Unless otherwise directed, natural drainage patterns shall be maintained, and discharged from the site info the naturally occurring drainage basins at the natural location, to the maximum extent practicable, as determined by the official. RESPONSE: The site had been previously graded as part of adjacent development. The site includes berms That direct runoff to an existing on•-site slormwater system consisting of two storm drain manho#es and a connecting pipe along the norther property line. Although the berms will be eradicated by the development site grading, area drains, downspout/footing drain connections and curbs wilt capture and direct flows to the on-site system. A small area along Me southern and western property lines will continue to flow south and/or west aloe the natural topography of the land. tPSPR No. 3 Source Control of Pollution. Source control BMPTs shall be applied to all projects to the Maximum extent practicable. Source control BMP's shall be selected, designed, and maintained according to the Department of ecology and King county manuals, RESPONSE: Noted. LPSPR No. 4 -- Runoff Treatment BAWL a. All projects shall provide treatment of storm water.Treatment 15MP's shall be sized to capture and treat the water quality design storm, defined as the six month, twenty-four- hour return-period storm. The first priority for treatment shall be to infiltrate as much as possible of the wafer quality design storm, only if site conditions are appropriate and groundwater quality will not be impaired. Direct discharge of untreated storm water to groundwater is prohibited except for roof drains. All treatment BOAP's shall be selected, designed and maintained according to the Department of Ecology Manual. RESPONSE: — — — — —- This development makes use of an existing facility that was designed and sized to I accommodate this site. — — — b. Storm water treatment 'lives shall not be built within critical area vegetated buffers, except for necessary conveyance systems as approved, RESPONSE: There are no critical areas on the site LPSPR No. 5 -- Detention. The requirement below must be met in addition to meeting the requirement of LPSPR No, 4- a. Storm water discharges leaving a site shall be detained by designing a pond That will limit the peak rote of runoff from individual development sites for the two-year, twenty-four- hour design storm to fifty percent of the current condition two-year, twenty-four-hour design storm runoff rate while maintaining the current condition peak runoff rate for the ten-year, twenty-four-hour and one hundred-year_ twenty-four-hour design storms, RESPONSE: - - Runoff treafrrrent is provided by an off-site system designed to accamrnodofe This site. b, After sizing the pond and the outlet structure according to the criteria listed above, a thirty percent increase in storage volume muss be added at each toot of depth- As the first priority, stream bank erosion control DMP's shall utilize infiltration to the fullest extent practicable. only If she conditions are appropriate and groundwater quality is protected. These control BMP's shall be selected,designed and maintained in accordance with the Department of Ecology Manual. RESPONSE: The off-site pond Fs designed and sized to accommodate runoff from this site. c. Storm water treatment f3MP's shall not be built within vegetated buffers, except for necessary conveyance systems as approved RESPONSE: Noted - - - d. An adopted city storm water quality management plan may establish detention requirements that supersede the requirements contained within This section. -RESPONSE- Noted. LPSPR No. 6 -- Wetlands. Where storm water discharges to a wetland,in addition to the requirements of LPSPR No. 4r the following apply: RESPONSE: There ore no known wetlands within the impact area of this project. a. Prior to discharge to wetlands, storm water will be treated with all reasonable best management practices for water qui Oily protection. RESPONSE N/A c- Discharges to wetlands shall maintain water level fluctuations similar to those which would be present under natural conditions, RESPONSE: - - NiA b. The project applicant shall obtain all necessary state and federal wetlands permits prior to commencing any work on the site, RESPO SF: -- - - - - L N/A. d. Storm water treatment BMP's shall not be built within natural vegetated critical area buffers, except for necessary conveyance systems as approved. RESPONSE: N /A LPSfR No. 7 -- Water Quality Sensitive Areas. Where the official determines that the minimum requirements do not provide adequate protection of water quality sensitive areas, either on site or within the drainage basin, more stringent controls shall be required to protect water Quality. Storm water treatment BP's shall not be built within natural vegetated critical area buffers except for necessary conveyance systems as approved. ✓<SPOJSE: -- - — There are no known Water Qucriity Sensitive Areas in the vicinity or impact area of this project, — I.PSER No. 8 -- Off-Site Analysis and Mitigation. All projects shall conduct a written analysis of off-site water quality and quantity impacts resulting from the project and shall mitigate these impacts.The analysis shall extend a minimum of one-fourth-mile downstream from the project.The a isling or potential impacts to be evaluated and mitigated shall include, at a minimum, but not be limited to: a. Excessive sedimentation; b. Stream bank erosion; c, Discharges to groundwater contributing or recharge zones; d. Violations of water quality standards; e. Spills and discharges of priority pollutants; f. Inadequate or nonexistent storm water conveyance system ccpac]tie5; g. Excessive storm water velocities; h. Existing problems. I RESPONSE -.A --. The downstream conveyance is enftrexy enclosed, traveling through underground pipes to an existing detention pond and, thence. through the City storrrwater system. The runoff from this Site was planned for in previous development phases- LPSPR No. tt -- City Basin Planning, Adopted city plans with requirements for individual watershed-basins may be used to modify any or all of these large parcel storm water plan requirements, provided that the level of protection for surface or groundwater achieved by the plans will equal or exceed that which would be achieved by the LPSPrequirements in the absence of these plans. Basin pions shall evaluate and include, as necessary. retrofitting of BMP's for existing development and/or redeveioprnent in order to achieve watershed-wide pollutant reduction goals. Standards developed from basin plans shall not modify any of The above requirements until the basin plan is formally adopted and fully implemented by the city. RESPONSE — i — — — — Noted. LPSPR No. 10 -- Operation and Maintenance. An operation and maintenance schedule shall be provided for all proposed storm water facilities and BMP's, and the party for parties) responsible for maintenance and operation shall be identified. - - I RESPONSE: - — - Oniyf perfodic cleaning of the storm catchbasiris is req Tired, and watt be performed by the Owner. LPSPR No. 11 -- Financial Liability. Performance bonding and/or other appropriate financial instruments shall be required for all projects to ensure compliance with these standards. Gl• Y O City of Anacortes Invoice/Permit #: BLD-2015-0394 904 6th Street Applied date: 08/0712015 / r P.O.BoX 547 Issue date: 08/10/2015 � Anacortes,WA 98221-0547 �+,�j7( (360) 293-1901 Expire date: 02105/2017 '• COR'r Job Address: Permit Type: Grading Permit Project: APN: Remarks: Fill 8 grade pennh for 37th 8"D"Avenue associated with the construction of 5 duplexes(Parcel#- P124667). Owner: TOM ALLEN Contractor Address: PO BOX 817 Address: ANACORTES WA 98221-0817 Phone: (360)293.7754 Phone: Licenses: General Information: Fees: • CUBIC_YARDS 1100 Grading Plan Review Fee 49.25 I Grade and Fill 209.00 Total Calculated: 258.25 Deposits/Receipts. 258.26 Total Due: 0 00 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATIONAND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUT19ORIZEO AGENT ISSUED BY G1S Y O ,Anacortes Planning,Community & Economic Development Dept. 7. PeJmit Center y9 ��w P.O.Box 547,Mncottes,WA498221-0547 PH(360)293-2901 0 O3ti Don Menaamer, Director of F ann ng.Comm2n ry and&Gnomic Derelop,nou FAX'(360)293-1938 May 27,2015 Tom Allen P.O. Box 817 Anacortes, Washington 98221 RE: SEPA Environmental Review(File if: PLN 2015-0004); Construction of 5 Duplexes ("D" Avenue Duplexes) Dear Mr. Allen: On May 4,2015,a SEPA environmental checklist and building permit application was submitted to the City of Anacortes' Department of Planning, Community,&Economic Development for review to construct five(5) duplexes on the subject property.Before we can proceed in completing SEPA environmental review along with the review.of your building permit applications,the following information is needed: • A boundary survey Mite plan drawn to scale prepared by a Washington State licensed surveyor/engineer showing the boundaries of the subject property.In addition, a topographical survey of the subject property is required to be performed by a Washington State licensed surveyor!engineer showing original and existing grade, • SEPA fee of$400.00 is required. • A geotechnical/geologically hazardous area critical area report is required which shall be prepared by a Washington State licensed engineer or geologist with experience analysing geologic, hydrologic, groundwater flow, and preparing reports for the relevant type of hazard. • A tree preservation plan is required that shows how conformance with AMC Chapter 16.50 is being met. On the plan,additional trees proposed for removal (if applicable), trees removed, and those trees proposed for retention shall be shown. Those trees designated for retention shall be protected before and during site development and construction through adherence to AMC§ 16.50.100. Trees proposed for planting must meet the standards listed in AMC§ 16 50.080. • According to AMC 17.46.020,two(2)parking spaces are required for each of the 10 units proposed. Therefore,a minimum of twenty(20) parking spaces is required.Please revise your parking plan accordingly. Page 1 of 2 The subject application(s) are deemed incomplete as of today. if you have any questions,please. feel free to contact me at(360)299-1969 or by email at kevinc cr cityofanaccttes.org. Thank you. Sincerely, )1,41/0/4/1' efzu. jey1/0 Kevin Criochio, AICP Associate Planner CC: Paul Ingalls, Pinny Examiner/ Building Inspector Page 2 of APPENDIX 0-PRESSURE TEST INSPECTION FORM JANUARY 2009 S 0Public orks zoce Engineering and Development Services Pressure Test Inspection Circle On.Cr - Sanitary Sewer -Storni Drainage Project Name P pge. '-,,,y0 - =tpw,}�1,LLt,oz_ PW#• orAddress I a Lc) - Z446 —b L nspectos Name I ,po r t *IN- ty,,sa,,,. Contractor Name 7 —c Wl v'+C ilt Structures Time Date From To Start Finish Pressure Drop Pass I Fall j Corrective Action -Notes ,.D.t.ewsw a a• IzzeGPM ❑ _❑ Z. s E ' x11A^SiC-Rfl'c5 at-1 _ at In 22r* 30 ■ ❑ ►Cv 1 anr, 1\r,‘..w . ( k 41 t '7,.2 —0 4 _0 c>32.1?_.- 1.e T. 0,7C Te- ,— \nnop _ tzG r LS?, ` xzsPsi gS ■ I ❑ 3O Lr_ l & i . l- ? e, _ Itti:g tzdea 05 . • ❑ -- ❑ ❑ ---' ❑ 0 11 1l7ti � l� ❑ oJ , ❑ t D ❑ o • ❑ a4 APPENDIX D: INSP-03 'VV-Y— 6'.� City of Anacortes Invoke;permit c: BLD-2015-03$4 1 904 6th Street Applied date: 08/07/2015 P O.Box 547 Issue date: 08/10/2015 ",s" 0 Anacortes, WA 98221-0547 VIA ktir Expire date: 02/05/2017 t7.1-ale f (360)2931901 Job Address: Permit Type Grading Permit Projoct: APN Remarks: Fill&grade permit rot 37th&"D"Avenue associated with the construction of 5 duplexes(Parcel 11 P124667). Owner: TOM ALLEN Contractor. Address: PO BOX 817 Addres8: ANACORTES WA 98221-0817 Phone: (360)293.7754 Phone: License It:: General Information: Fees: CUBIC_YARDS 1100 Grading Plan Review Fee 49.25 Grade and Fill 209.00 Total Calculated: 25825 Deposits/Receipts; 0.00 Iota!Due: 25825 tt �t{{ rC �a, TPii, ro I la gi .ram. Y ? r.. 1 10 'l/ f .A i R Y 3 t 1 , S THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZF,D IS NOT COMMENCED WITHIN 180 DA` , 083 iiii CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COM oS4CEDy E HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.AU.PRIVET c OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR sot 1 GRANT . OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROV1 S OF ANY OTHER STAT'-i L• REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. S t` GI 1 ik '_/ V CO 01 Cv IV:M• •'OWNER ORAUTHORIZEDAGENT — - ;m SKr : ' ,�► _"' 1 ) 032015 �fi ■ _'._.' •00 ill ;y v 1°1. GRADE& FILL APPLICATION City of Anacortes Building Department P O. Box 547 Anacortes, WA 98221 -Street Address:904 6th Street Phone:(360)293-1901 Pax. (360)293-1938 Owner Information 37th 8 D-Avenue 10 June 2015 Site Address. Date: Allen Family Investments,LLC PO Box 817 Apphcant/Cavners Name _ Mailing Address Anacortes WA 98221.0817 360.293 7754 City: state: _ Zmp: Phone: Legal Description of Proposed Site: _or 8 oc'R Addition: Parcel No..P124667 Contractor Information ,, J ,t Contractor's Name: / 'df<11 & OVAI ' (/1U,2IL Mailing Address:/ r O—that city',tt/ACOP-Z9&-ram State 14$• z+p: ei8P�( Phone: 3W— 6.61--f 5.31 Contractors License No.: ! lrl {'���'P Expiration Date: a2 r +f30-- /-!�y Describe work to be Clear and grade property to construct five duplexes with parking and landscaping performed Quantities of export&import material(cubic yards)492'net /700 �/ I Check List Yes No Not Applicable Approved Land Use Permit SEPA(over 500 cubic yards) Other Agency Permits(if required) Fees I,hereby certify that I have read and examined this application and the City of Anacones Grading Standards. Pedormance of the proposed work shall fotbw all applicable laws and regulations.The ownertappkcant shall assume full and carplete 1esponsbility for said work and shall be responsible for the acquis9iton and compliance of al!applicable pem>hs and/or authorizations,which may Include,but aro not li .ed to,WSDW Hydraulic Project Approval(HPA),WSDOE Notice of Intent(NOI),any Corp of Engineers FBI Permits,there ' nts of a Endang Species Act,and the Forest Practices Application(FPA). Signed: Dater �J' Applicant Approved: Date:_ Building Department Reiss Ala+.&.2012 • 4�zy ANACORTES PUBLIC WORKS DEPARTMENT etett Steven Lange, Manager P.O BOX 547,ANACORTES,WA 98221 P1-1(360)66S 3468 94. 4? E-MAIL,stevel@cityofanacortes.org FAX(360)293-1938 Memo Date: June 18,2015 To:Dave Lervik,PE From. Steven Lange Subject Construction Plan Review Completion( \PW#15-025-DEV) cc: Eric Shjarback, Fred Buckenmeyer, Don Measamer, Paul Ingalls, Jim Baldwin The following review was been completed on June 18, 2015. Provided is a summary of the review for the 3r and D Avenue Duplexes. Al) Public Works Engineering comments from previous review summaries have been satisfied. The applicant will need to submit an Estimate of Construction for the work identified on the civil plans prior to the issuance of the submitted building permit. Please see attached Engineering Fees for the Ran Review and Construction Inspection. These fees will be incorporated into the building permit fee schedule and paid at the time the building permit is ready to issue. All Building Department and Planning Department items will need to be satisfied prior to the issuance of the submitted Building Permit. h} 1= ANACORTES PUBLIC WORKS DEPARTMENT ENGINEERING PLAN REVIEW FEE AND CONSTRUCTION FEES SITE INFORMATION AND PROJECT VALUE OWNER: SITE ADDRESS: PROJECT DESCRIPTION: PROJECT VALUE (PVJ. $ _ (Page 3 of 3 Total Cost) ENGINEERING PLAN REVIEW FEE ENGINEERING PLAN REVIEW FEE (.005 of Project Value) $ TOTAL ENGINEERING REVIEW FEE $ DUE AT TIME OF SUBMITTAL OF PLANS FOR REVIEW CONSTRUCTION INSPECTION FEE CONSTRUCTION INSPECTION FEE BASE FEE CONSTRUCTION INSPECTION FEE (.015 of Project Value) $ __ CONSTRUCTION INSPECTION FEE SUBTOTAL $ - REDUCTION• $ TOTAL CONSTRUCTION INSPECTION FEE $ DUE UPON CONSTRUCTION PLAN APPROVAL • SUBJECT TO THE DIRECTOR OF ENGINEERING&DEVELOPMENT SERVICES APPROVAL,A 50% REDUCTION TO THE CONSTRUCTION INSPECTION FEE MAY BE ASSESSED IF THE DEVELOPER PROVIDES ON-SITE CONSTRUCTION INSPECTION AND CONSTRUCTION ENGINEERING THROUGH PRIVATE CONSULTANTS TO THE SAME STANDARD AS THAT OF THE CRY Plan Review Fee:$ + Construction Inspection Fee:$ _$ _ Page I of 3 Engineering Plan Review Fee and Coettruchoo tnspectioe Fee Proc'ct Number APPENDIX C: INSP-05 (JULY 2011) vt ANACORTES PUBLIC WORKS DEPARTMENT ENGINEERING PLAN REVIEW FEE AND CONSTRUCTION FEES _ ENGINEERING AND INSPECTION FEE WORKSHEET(DEVELOPER DEDICATED ASSET __ seer a P(goct No. )_Ro eetlq{albn . Praiect n.n. Aoka Eerie trap The Developer shall eMer the quantities shown on the construction drawings to be submitted to the City for review. This document Is used to maintain the City's Inventory of Public Works Infrastructure and determine the amount of Engineering&Inspection Fees due to the City. r �iQONRT1o11: UNIT S Cal, ttul CAW total Con IEE U0Ukr • 6' L.F. $2$.00 _-- _8-- LF. $30,00 IO LF _ $37.00 12` LF $45,00 15' LF - a 18` is 24• L.F. J se Other_,..�.. a Other a — F Catch Basin,Type I EA I $740,00 01 Catch Basta.Type II EA $3500.00 Storm Manholes EA $5000-00 Pores EA ___ Bioswales EA Vaults or other water EA quaaOy measures 6- L.F. $35.00 _ S LF. $45A0 10 LF cc 12' LF. I5 LF. w it LF. zt LF i Other I• - i Other m Sanitary Manholes 4r EA $5000,00_,_ Sanitary Mandldet EA Other Lift Station EA Paps 2 at f Eeglasslap Plan Revlon Foe and Construction frappe:on Foe Pniacl Mesa APPENDIX C: INSP-05(JULY 2011) - Y O4. - ANACORTES PUBLIC WORKS DEPARTMENT -JK `0" ENGINEERING PLAN REVIEW FEE AND CONSTRUCTION FEES nESCAmTidit 'UWTS ttt*rtRV, Wryest rot.rc st Y enefouR3: 4' LF. $45/$55 8' L.F. $55/575 8' L.F. $55475 pc 12' t.,F. $65480 a 18• L.F. $75480 Other L.F. Wafer Meter EA $200.00 Fire Hydrant EA $5000 00 ($4)2'x length Street Construction S.F, ($3)24'x Length_Width_ length ($2.80)20'x length • Street Lights EA $3000.00 ce -Street&Stop Signs EA $200 00 ur Curb&Gutter L.F $14.00 Overlay.Asphalt TON $100.00 Overlay,Concrete S Y Sidewalk S.Y. $28.80 Wheelchair Ramps S.Y. E36.00 Landscaping SY, $27.00 Trails S.F. Stream Enhancement S.F. Other Other Temporary ErosiorerSedrment Sump $2000.00 = Control" o Earthwork C.Y. $15.00 Traffic Control $2000.00 Erosion Control $500.00 Utility EA $275.00 fkbw04.SAC{tstneettl TOTAL COSTS I $ Temporary Erosion/Sediment Control includes. Clew end Grade,Fill and Grade. CSC Supervisor, and Silt Fencing. Page 3 of 3 Engineering Plan Review Fee and Construction Inspection Fee Project Number APPENDIX C: INSP-05(JULY 2011) TnnarprA MAY Q 4 2015 SIOZ i- fi AVW u uItills. City Of Anacortes-P ,.Commanlgyirad EcdnomicDevel i~ 906-6th Street,P.O.Box 547,Anacortes, WA 98221-0547 1. Applicant Contact Person(if different) Name: Allen Family Investments. LLC_ Torn Allen Mailing Address: PO Box 817 (Same) City,State,Zip: Anacortes, WA 98221-0817 Phone#: 360.293 7754 Fax# _ E-mail: AllenCofectableseyahoo con 2. Applicant's Interest to.Property(check one) Owner ❑ Contract Purchaser a Lessee OOther - 3. All Persons/firms having an ownership interest in the property: Name: Allen Fames Investments LW Phone" 380.293.7754 Address: PO Box 817,Anacortes WA 98221-0817 Name: Phone# - Address. - - - Name: #_ _ Phonc - - - - Address. 4. General location of property(including nearest intersection): SEC: 25 TWP: 35 RNO: 01 - SE corner of 37th&D-Avenue, at entrance to City Shop facility. S. Attach legal description of property.(If recording of legal description is required,the formal MUST comply with Recording Requirements.) • 6. List all Property Tax Account Numbers involved in this application(Attach separate pages if necessary): P124667 7. Approximate acreage: 0 643 8: Present zoning_ - R4A 9. Present use of property:_Vacant lot 10. Source of water supply and sewer supply: City of Anacortes I I Permits requested from City: ['Binding Site Plan ❑Shoreline Management Conditional Use Permit Q Conditional Use Permit 0 Shoreline Management Substantial Development D Preliminary Piet Shoreline Variance 0 Short Plat D Rezone Planned Unit Development 0 Comprehensive Plan Amendment —Plat Modification E Annexation Variance Special Use STATE OP WASHINOTON ) I(wc)_Arrity IIIU L• �"�' • .being duly sworn,depose and say that I am (we ire) the tQWNER(s) of the property involved in this application, and that I (we) have familiarized myself(ourselves)with the rules and regulations with respect to preparing and Sling this application and that the statements and information submitted herewith are in all respects true and correct to the best of my(out)knowledge and belief. r Signed: Property Owner J,_li�,�rRn,nnq,,, I h Subscribed a\�'�2�tlitr�i���me this day uf G ,20 �5 i' r 9Nz flatA .iv &tu � Notary Public in for the State of %yc�••. is, ,\\ residing at Proltesories _ WAPAkitits STATE OP WASHINGTON ) II )ss I(we) _, being duly sworn,depose and say that I am (we are) the APPLICANT(s) for this application, and that I (we) have familiarized myself (ourselves) with the rules and regulations with respect to preparing and filing this application and that the statements and information submitted herewith are in all respects true and correct to the best of my (out)knowledge and belief. Signed: - Property Owner Subscribed and sworn to before me this _day of ,20 _ Notary Public in and for the State of restdmg at e%xt vWAnacortes Planning, Community & Economic Development Dept. Permit CenterP,O.Box 547,Anacottcs,WA 98221.05,17 P11(360)293-1901 nOor Don Measamer,Planning,Community and Heonomk Development Director FAX(360)293.1938 July 31, 2014 Tom Allen P.O.Box 817 • Anacortes, Washington 98221 RE: DRG/PRE-2014-30; Proposed Development of 5 Duplexes,Parcel#: P124677 Dear Mr.Allen: A pre-application conference/DRG meeting was held on July 29, 2014, regarding the proposed development of five (5)duplexes as part of a ten (10)unit multifamily development on parcel 4: P124677 consisting of 0.64±acres resulting in the following comments: DEPARTMENT OF PLANNING,CO➢VIMIJNUTY& ECONOMIC DEVELOPMENT: 1. The subject property is located in the Residential High Density"A"Zoning District(R4A) and Comprebensive Plan designation. Please refer to Chapter 17 30 of the Anacortes Municipal Code (AMC) regarding the MA Zoning District's permitted uses, conditional- uses, setback requirements,density,maximum land coverage,maximum building height,& off-street parking requirements. 2. The project site was formally known as the Ridge Development,A SEPA MDNS was issued on July 14, 1995,for 117 units on 7,8 acres.Now it is known as Mariner's Ridge. Phase one constructed 24 units while phase two -the Homestead Portion is 93 Units. "The Homestead portion would build out at 59 units, not including the Allen site. Therefore, 10 units would be allowed at the proposed Allen site. 3. Development shall comply with AMC Chapters 17.41 and 17.46 regulating landscaping and off-street parking. At time of building permit submittal, both a landscape plan and parking plan need to be submitted for review. 4. Street improvements and utility extensions shall be completed as required by the Public Works Department. 5. Access to the property/development shall comply with the Public Works Department and Fire Department's standards, 6. As required by both the Public Works and Fire Departments, the location of a fire hydrant within close proximity to the subject property is required. 7. All exterior lighting associated with the proposed duplexes need to be down-shielded preventing glare to adjacent properties and light trespass. Page 1 of 3 8. Construction shall comply with including but not limited to. the 2012, edition of the International Building Code, International Residential Code, and International Fire Code. 9. A boundary survey is required prior to construction beginning at the site. 10, The SEPA completed in 1995, did not include the proposed Alien site as living units as it was shown as general storage. Therefore, an addendum to SEPA environmental review is required to reflect the camera proposal. This may include a traffic report,critical areas report., geotechnical report, and a narrative describing current conditions, approved conditions and proposed conditions. For your convenience I have attached a SEPA environmental checklist hereto used to facilitate SEPA environmental review, The current fee For SEPA review is $400.00. The previous SEPA determination is also attached hereto. 11, Walls Iess than 5 feet to the property line, assumed property line between buildings, are required 1 hour fire resistive walls, FRC Table R302.1. 1)Mowed openings area is 25%. 12. A site geotechnical report is required prior to building permit issuance. 13. A large parcel storm water plan and water quality plan will be requited for review and approval prior to building permit issuance. I 14. Ecology blocks or standard Jersey barrier retaining walls are not allowed in residential use zones. Structural engineering drawings and calculations will need to be provided for the proposed retaining wall to address loads from the road above. 15.. The property is exempt from payment of Sanitary sewer GEC fees, however all other tees are payable, 16. Payment of impacts fees will be required at time of building permit issuance. FIRE DEPARTMENT: 17. Based on the developers preliminary proposal, a residential sprinkler system meeting NFPA standard 13R must be provided in each unit. 18. An approved 20 foot fire lane must be provided. According to the preliminary proposal, one parking stall must be moved or eliminated. 19. Based upon preliminary proposal, no fire turn around will be required. 20. A fire hydrant Must be provided at an approved location and rrtinimam 11°w rate based upon final design criteria. 21. Smoke detectors and Carbon monoxide detectors to be installed per standard. rufLIC WORKS DFP 'll'11E NT: 22. At the DRG meeting, the Public Works Department provided to you their commentlrequirements concerning the proposed development, WATER DEPARTMENT: 23. Please contact Terry Nemeth at (360) 293-t92I regarding requirements of the Water Department concerning the proposed development. - - - -- page 2 of 3 �—� -- — — These comments are preliminary in nature and subject to change based oo more detailed information. If you have any questions, please feel free to contact me at (360) 299-1969 or by e- mail at kevinc a cityofanacortes,org. ''hank you. Sincerely, cal604 Kevin Cricchio, MCP Associate Planner Enclosures: SEPA Environmental Checklist SEPA Determination CC: Don Measamer, Planning Director/Building Official Libby Grage, Senior Planner Steven Lange, Project Manager, Public Works Department Jack Kennedy, Division Chief, Fire Department File Page 3 of 3 o, Anacortes Planning& Community Development Dept. Permit Center xt P.O Box 547,Anacortes,WA 98221.0547 PH (360)293.1901 Don Measamcr,Building Official,Planning Director FAX(360)293-1938 July 20,2015 Tom Allen PO Box 817 Anacortes, WA 98221 RE; New Duplex at 2117 &2119 37th Street Tom, Please respond to the following plan review notes. 1. Provide a cover page showing type of construction,zoning,specific building code references, and an index to the drawings. 2. Either show complete prescriptive braced wall plans&details per the provisions of the 2012 International Residential Code, or have the building designed by an engineer or registered design professional to resist lateral loads according to the provisions of the 2012 International Building Code.The building plans, as drawn, are outside of'what can be done prescriptively. To make it work,some wall changes would be necessary. 3. Provide a window&door schedule. Sincerely, Paul Ingalls Plans Examiner City of Anacortes 360-293-1901 3 `sitY ` N o(LTh s A-L-LrU ��==-gyros-rRUc77pAi m.o. �ss. ) ( 3�fk srt '1)' Otl6 Duril.E1C S Stvuyi f SArU( trt-2Y SelWG(C Pc-S .6U/L-T diil g1oRM 2.11i ScRi4 e=d20l0'r 4.10) .1 ANIM41 g0((o Scam ia a( 15 1 ; 3.S. I y atl3 %Id n(I 1t3ff dlo7 2,1o.6. 103 2101 9 f� �!�,G. S:5 eguto. j3o34 I.5.6, I " ,i i.•. _ _ —t° Tams ,",5i;Rn1 Ig;1 • PORTION TIO F TEE NW 1 /4 OF. SECTION 25 TOWNSHIP 35 NORTH, RANGE 01 EAST. W.M. C..- (5 CF)-c4 2 i 0 o 3 7 ,------- '-----i--- r _I as I` .SSW I {E"187k co 0 302.0 I i � t1 __ _ I I TALC. INTER A,L ITN WAWA(771 WV likr w —/— W : - Vir - _ _ ] 12 Z g ��yy ER � __� ,_ _ - _� - DROP ST> UCTUIE '' 4, W .m4 • VI. - — _--. IN :1 _ `_ J ,--,,. PER DETAIL SKI a 7 / / LT— u i. J t 1 t�� k:-- . . ' , .' • a I ..°L.'-. " --?/ 1-i0 t•TAP Er Eii MAIN / \ / tilHeoe, I-7 -. INSTALL 1 I ,fSTHLQ M .._ - " _-;. I f I Ft 11-i I WAT11 I WI I o� --- �= CONNECT TO UST,Ss H / i C.D * F a ' E- 7 A?PRO> I SD' NNE OF • _ I . _ I P P t ssMB-Ol, / i Zi> r i '�' :�- A SEE SHEET C2 FOR PROFILE 1 I , 2 E ❑ / 3 I - �, • 1 AND CONNECTION DETASL• f '1� oy I U- ui UJ • WW1 MAMMA a'w7wilixec .., — y, � . . T r ' � L___ri T- - -�-- ___- '� GLI15T�i�k r�/y;w t I SANG lT�,PlkrckapNG AND TR�I`tH � 0Z ! OFF-SITE SEWER por orrcE '.1 r.w_C.:F 10,...eh•r $+4CKFk�ERR Cfl'�C}�ASV CxRT£S - CONNECTION sr�wr � aET, r.o� rsu SI#EET +� ,r \ .< L.:,_ DM.EDGE ff - ,. . _ fI# FA;L1~7:1641111r E] T.EDCrE UCI4 i A '- '' :-___ , SSI4iI'il-01 sTr� IC.At I!t ,ASTC - . `- _* -..? •'''' , _ ,, ,_.7..._ .._ .,,., --. 0 a_ -- 0-- ., - i 7 \ /f ` - I.? ` I T1#h.+Ll t Asa ii�'ITAR' 1'f G�. rlr+4t I LI cD ___:4.- kVirtXrY DPA Kr AND L-T-1 i 2 �' �ffl'or INSTAL "SArfrl 'f :,• _ _�r 1,+4fi'C - �TkIISTIgt_o sL�rw+tH3 �. 51= l1;I {A1JHLiu - 11.1,1C ' - SAN SwR ST TiON I#51 '‘,› \ \ ..„---"-- . (NITS) -- --' _ 1 .7.,....... ., .1 : __,--<— - 7— — / l'''''Ar.- 7,-;'-` T_i• ..,F, t _..._ _. SO-01 -- . SCIC-Fi I3'...E6,6_ i I....,.., 4 -it ' . • -11-1nr_ i .1 SITE INFORMATION ...___ . . .. _ _ . . 1 i . I . . Id_rI %. ,;.\\C . ' �� WALL 6" PVC I � E4 .5 y - . I1' ADDRESS: 37th & 0-AVENUE, AI2ACQRTES, WA _ -_,�. SIDE SEWER TO 1y I !� _ • . 4 TAN ID NUMBERS: P14$$7 _ - . LTI &III 1� . , . ,i. ,� • ..-- -".'CURRENT�T ZONING A .� :, # LE 8.6 I -n 'mg I T : ,_ ___,, i I - • 1 I- SCHC DISTRICT Anocartes School District fro. T03 _ e I I f • WATER f V1DE+ : at f na orte -- .1 -._. . IP. _ — J ATE P - . . I I - I I s��alT'ARY 'w'`R: pity �� Ar,ocorires r ' - • _ —_ -_ , FF= .75 �'_ - I'll I � _ I - I r [}F"�ICaE: �� r a ; -�- - " = ____ _ - I I • ' J1 + ! I FIRE DI T FCT City of Anocortes „ .. r I 1 !..,TI R1 rAIE.R. City oT Ancicortes ild�. il — - - \ \ .___, k . CD OWNER . .---1! Trj r lb : .1.I �.1. 1 ,- F- . F.. lI 1I1ere I _ �- :� ? 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J - ' - o See o ficont WATER METER r # I 1 ! 7 ' i �.1 • I F # x ' rL l F sT AfION 24 .I.#� I, .J I p k c c TI RUSTB. 01 IC-3TT , I 1 .,_ 1 L_ r f 1E=3 .T SFANllORID�: 1 ',5 / C . 'F = L WATER VALVE II II 1 �' C I r ' ''�w-: E•-i .. _ ( ..-f Robert Pottle', KS 4 I. l __, ~SST V f, FO Box 1+ I. C + ^ -F - FIRE HYDRANT r'TT III Mr AI Lopez Island. WA 9821 1 YARD DRAIN _j ! I - I t I I . I C i ' I i ME save It T I 'ipi9, Cuc} ' -. �..� I D {{ E=3 102 mil I _ _ I .I . . k 1 I , . , . LL... .�._U. ILL,1_. ,i1 ,, -�•STATION 3 w 5Q TESTING I FIRM 1 . I , .- .- IuI T��IAL'S TETJr� INCBUILDING SETBACK �i'NE — � ' �• - '. -t= .-- �� ". � / � I ,� _ � � - . o ��P .. ....p C%1 LAT LklE `� y • r + o w 75 Vernon,Mount Vtr .�.�. E= 04a61 f a - _ { # t i +r _ 1‘ ' F' f x r MAJOR DESIGN CONTOUR See o !y in R EXISTING CONTOUR —. -- • - - -._ �, , * _. Wri,'-.. • - L �-aiHaP ---• - _--- _ y { :7=-1: I 1 _ I -- S\r •I-�rV �'! 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J ITS I - I1�`� 9 --t I ArvAC 1'TE , according riling t the1r�1 thereof recorded in Volume I Of Plats, Page 41, records rrds - - _ 1,1. 0f_-___ - f Ska 'rf Oour-r F= - ,� �4„ >�. _ F= 1 F 1 �T - J _471 it . .- , 41 T ETHF WITH vacated alley n: Bic k 36, vacated in ordinance No. 2 and attaches by I - ` operation of low, • l - I . immi.T - sei•—\ . ..t, +.. i -- _ 1 - L. f. EXCEPT W C North' 12.12 feet of Lots 1 through 6 of said Block 6: INSTAL t 4' PYC �DRA� LINE ll _ -- 1 -_I - _r Y \------"--- f 11 • GO 1NC 1 UNIT iJfi ^Q4'wr SPOt IL--- I —{t_ — � iii . r r _4._ -.- ' ALSO EXCEPT thol portion d ri ed as follows: CC�17 Flo i - .. ,.-j . . - I- -- - ' -- CONtiLCT TO D _, _ _ - of said Block 36, 1 2.1 2 feet South of the 1 lojhwest - ' s L • i - _,, _ r _ �- I .r _ ,- • - BaUinr�ir g of a paint on the West line1 I - r r - I • I — �r _ I — RETAINI N _' ALL- I _ CD corner thereof: .- . .L ' - - t _ _ • -- • I „dc - Thence. o 't� S °52"3 cis for 182.58 fe i to on intersection with t East line of Block. 3 r I _W::_..,c- ' A 1 I } I North �r' .i y, 1 Thence South along the East line thereof for 0 feet to O point I .8 feet orth -cif thel- I. il \A-v• < :r �' �� I '� .� .'') �•� I . _ {, I I i i = SoL1fheosl comer thereof. . • Ill ! � �' f. . ' _ - _ - - _ - T _ f - '. . �_. .r.k� , _ -- - - - - -- 2. Tlnence lor#h 89'S2'32R West for 182.35 feet t€� the West fire of sakcf Block 36: j 1. '� � f .,4 , r Ytil Thonoe North Q"�' 7" West along the West line thereof for #] feet to the point of beginning; - - i � I '� ` � WIIIMS: __ AND ALSO EXCEPT right-of-way for existing roadway which provides acmes to the Ridge 0 ---- j i : -- i ••drpa Development as disclosed by Statutory Warranty Deed recorded as Auditor's Fite No.2 0404 90127. SCALE 1 5d `' '49"E Id2' gh#Said premises being commonly known as 'Marcel "A" Future Development* orMARINER' R!D E A p.r-. 71 vI1f[P 0 To CONDOMINIUM,' according to the Declaraton recorded June 12, 2006, under Audiitor's rite No. Cot, oLR INTERVAL: 1-FT I' MAY r ,# 2006061 0160 and Survey Map and Plans recorded under Audrtor's Filo No,20000 120159: said Declaration being amended by Auditor's File Nos. 200806'190102 and 200901200023 and said Map „ M rle I f hi amended by Auditory` File o- 00&)679C101. 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IT' ,, 19.! , INSTALL 8'PVC �-- ,-- - ` i �- �• . ' „- F .sc,` I {f t., ? SIDE SEWER TO I I I ' I I - ' y..� , 1 . v" . SITE ADDRESS: 37th do 0-AVENUE. ANAOCI TES, AI 7 I C • TAX ID NUMBERS: P124667 i f I r� t UNITS 1 y1� �11 ! - r I - - , . a _ - ST T1ON 1+82 I r-r- r I i' 'T r•1 1 r __ _ `� - CURRENT ZONING: R4A IE,i29B.6 �T , I r 1 1 �~ , T I 1 i� , I ' --.;1 1 FiEli.P.I S TII 1. vEF� i 1. ' ' SCHOOL DISTRICT: Anocortes Sohoo! District No. 103 f .I• :II I-l'- - r 1' T- / IATER PROVIDER: 1 of Ar,occrtes I _ I' 1 306• --.- SAANITARY SEWER'. City of Anacortes -- FF= _75 �. ,� / I POST OFFICE: Anocortes 9B2 $) J . J 8" , FIRE DISTRICT; City of Arlocar#es I ,, f ., . IC SC us STORM City of Anacortes If x I BUGLING or, d Allen Foml! Investments, LLC *AO EASEMENT "...e . \ IS ,g PO Box 817 ! �37 -�- �- - ...� 1 SETBACK OFFICE COPY, i A i /( / 361.29 .7754 -� • / ; APPLICANT1 I y Mr. Tom Allen Alton Family Investments, LLC / ~ PO Box 817 4- ,t / • I - 01 Ar+o cortesr WA 982 1-0817 NOTE: , - - . I r �: I ' 1 I 1 cd ALL UT1UUT `STRIICTUR€S (E.G. CLEAN-OUTS, ETC. OUT: I I �. I. 3 x-�1 �{ 4 -.�r - r - `- 31SQ.293r775 ( 1 I i'; I ,rir T I�`,� 1 " r ' ram,_ l I I`--I f I , ____I�fiIT": 7 \ 1„ I_I_I ,,I ENGINEER PAVED A4 SHALL HAVE , ONO�2ETE I'ERir�fEIER O ,Iv ,, P EST INSTALLED PER CITY OF ANA RTEs STANDARD STD, It G i I I-' ' I C1 1 i _l I f , { ,b# RCS) w r David A LerY+ , E -II..r. _ 7 ~TY:11-I--7-:: I `Tr-[rr L_er�vik Engineering �_ 1 I _ s I�, I + (' ¢ 9 , T 4r co PO Box 684 '1AP KEY �� I +�{II. �' v I _ � 1 y '_ � x r. a, LY Anccortes, WA 98221 ` ► I 11 1 �; LI, - •' 1 Woo 380.588.1592. SPOT ELEVATION (DESIGN N SURF} -1• 1;..-,-r-r l U N ITS Q. 4 .1 -IT - - I ,c ! X I 16 w� PERSON INSTALL 6 PVC 1 1 ILL I s I ; I r 6"PVC I O Grt CONTACT PERSON PARCEL CORNER ii EBAR SE) 0 SIDE EWER TOI F F= 11. r 113E SEWER T L,..f En See applicant WATER METERUNITS 3 B A UNITS 7 + - I r*} I I THRUTILC STATION *24 r IE�30,50 +IU Til _ I . P� JET SURVEYORIE=00.2 _ I#rt$T,+K a,,h,t;Tl 'Y EvVErt . . '- Robert Parrish PIS WATER MAIN VALVE � ) 7 - Parrish, � LE �Otrr � 4- '--- M R > o \f,..-_ I0 Hox4 FIRE HYDRANT ' 3}CESEWER T IE 309.0 � +4ax {r Lopez Islar+ WA 98261 YARD DRAT �••� o ROAD CENTERLINE - GE=310.3 ;I +rrs lt] - { TESTING FIRMr �. / . r "SThT3 1�# 34.5otrc MATE TRIALS TESTING. INC BUILDINGSETBACK LINE CONNECT TO SD-0,5 a ,_ r •.l 1E= .5 xo *�w►�'� i z Mount Vernon, WA PLAT BOUNDARY LINE -- WITH 6"PV 1; '`� �� - ._�« 360.755.1990 J`v4AJ R DESIGN CONTOUR - = AND 151lRT-A-TEE I o. a' .- 5C: 2 en ! , '+� 1 ES L l�11h1Irl CONTOUR J -- �_ o-o, I - - - '{ �'°. ( 1 _ \ L.1-,1 - Not Required for projects of this size. - - - - ,.._. _ 00$ E=30 .6 f .- - MAJOR EXISTING CONTOUR 0E=303.9 4 _,� , '• - �. MINOR EXISTING CONTOUR IIR L�� SI rO �" _ _ - - .. _ ... _,--4------ CONFECT WALL DRAIN TO - - -- Y' _' _ T -�_� -- .. _ i-� SINGLE-COURSE SDCB-04 -s ry � �'-_-1 „=[ - _ _ - _ - 1- - ^ +,� RETAINING 1NALI 1 LEGAL DESCRIPTION - r = ._,. I �- � MAX _ , INSTALL 6" PVC I =i';��" -) ��- �f - � �_ .C-� �-- f3 LIi� �'- �.._.� •1~ �` ��� ER COURSE{TY�� SIDE SEWER TO i �- I I -1-',-- --- - I _--- GE= 10.6 fi _ Aif Real property €n the aunt of Skagit, State of Washington, described os follows: UfS -__ :-,_ --' _ -- \ • -+ -' ,_L- 4, \ \ J -T - Tom '- PARL +4: IE=3 .3 __:_ -,----T:.) - _ � __ - __� '�_ , T_ L_TI�_4 ;_ l- t r ry-' .--I- i Y L _,I r ��,-� i y-�; �... Lots 15 Through 20 and Lots 1 through 6, Block , " ELLOGG AND FORD'S ADDITION T ��+ r- - - _ -� _ -- ANA ORTES", according to the plat thereof recorded in Volume 1 of Plats, Page 41, rea I 1 . _y k.. _ - U N ITS -- - _ � l.1NITS & -- =: l I ITS & 1 0 \ . of Skagit our I Li .. - " FF=312.25 • - I I ' -ry ._�- _- - -'�1-- ' -_I _ir- ._ . FF=312.25 !L- - T ETHER WITH vacated alley in Block ifs, vacated in ordinance Co. and attaches _f --i;':t _ � 44 _ \ ___---- , operation of law; • I I --1 --} _ w ---. ,.. - I V' 4 _ - - - .1 �. I --J 5,'-. j., V\ I � ` J '' .* -i---;%- I --I-- EXCEPT 1h North 12.12 feet of Lots i through b f paid Bloc INSTALL 4'IPVC DRAIN LINE, I -. y- ` :__4=d.-- .__::-.-I -_- _ _ ^'L "r -! - CONNECTTQ UNIT 5/6 DOWNSPOUT -4 _ � _;..� o-' - �_ r \,-. - " ALSO EXCEPT thatportion described as follows: AND FOOTING DRAINS, - _ '- ' I • i ^,!__, _ L�. ; .1 L_ fv) CONNECT T SIXP-04 = • - i 1 F Beginning at a point on the West line of sold Block , 12,12 feet South of the I or1►lwest I _i - �..- 7 - ii -iitt.1,--= - 1 - -- l.; TW - OLJ _ - - FAJ# IHI , WALL corner thereof: I =, T = ,._. ,-= _ E -;- --- v., Thence South 89°5 East for 182,58 feel to an intersection ction with the East line of Block. 36: I I PER COURSE --, / I 1 k... .. Thence South along theEast line thereof for feet to a point 153,88 legit North ofth /44r 1 .vo .1 Southeast corner thereof: ....„ < - - Thence North 89'52'32" West for 182.35 feet to the West Fine of said Block 36' 1 I -,..„ -I ....... ........., ...:, ##' 41r - - c1i \ N. -....., Thence North 0'32137R West along the West line thereof for 50 feet to the point of beginning; 1 \ 'c� - } cy ,2r) AND ALSO EXCEPT right-of-way for existing roadway which provides access to the Ridge - - `- -. -- _ - - - --- Developmerit as disclosed by Statutory Warranty Deed recorded as Auditor's File No.2 404290127. SCALE V"=10{ - -- - - - - S89°53'49T 162' J T - _ ,r « , .P,i, r �vozJll rwi CONNECT WALL DRAIN TO I I - I ! i t Saidpremises beingcommonlyknown as Parcel A Future Development 'MARINERS RIDGE A - CONINE T WALL DRAIN fio 1 FOOTINGDRAINL CONDOMINIUM," according to the Declaration recorded June 12, 2006, under Auditors File Igo, FIELD LOCAlE FOOTING DRAIN II AUG 1 0 2U15 2 00 0 120160 and SurveyMapand Plans recorded under Auditor's File No. 00606120159: said of U I Ir R► AL, 1-rT OFFICE COPY FIELD LOCATE Declaration being amended by Auditor's File Nos. 200806190102 and 2409012010028 and said Map � >SLI U1_' amended by Auditors' File No, 20080619U101. C I PROJECT BENCHMARK0� 1OP OF CATCHSASIN 4236S AT NORTHWEST CORNER OF SITE I - ELEY 302.4) PW 1 - - DE - _ _—_____ ______ ___.] A PORTION OF THE NW 1 /4 OF SECTION 25, TOWNSHIP 35 NORTH, RANGE 01 EAST, W.M. LDo 01 z F- .- J . au gat,- 1.-.›,,,.:\4‘... _ ___ _ NOPOSED GRADE . .1_ ----- D cm' I - *• • SLUM I — �, —. ---�� 6 IID fq .. ': : .r'.` . 0 0 +; , Ari/ I -- �— - - -- - -� 310 F- 1 I ...r----> T-1 7 - j - - �� MOUNTING SOO-01 Z (I 0,1 I � kJ- Do C... �POSITION 55H 0D *P PROx,G ROurD SURFACE )(SE GRADE I .� ■310,9 INSIDE DROP - I � -1-. �- �04 Z.-11-Li • . 1E)C.$SMH -Ig _, '4 A _ ___- ' TRIM PPE TO rx. I\ GE=3O2. WING WATER"ins # kaker morn'FE_INEi INSIDE DROP V NOTCH Dora , - - If I ! _ — a T ICI ❑ DOC SECURED ICH a - - STAINLESS STEF :s - < 0LS '---. .„.....,e.o.:zziow. 200' _ _ INSTALL INTERNAL iC 1 C I STRUCTURE �► tAttS 5'9 r _ _ — - I g \\\ ` t2124 W gOAPRE5510f I I , 4 C4LP1JN6 ,glL# I •, MORTAR I _ FENCO FLEXIBLE 4 .-• 41 r — _4DU LINO OR EQUAL ' x x3 #1- '� 14H-01.r - r _ _ _ :_.5----- .. SI 1 STRAP$ OR �' 1-ram C�FO+t To CONF1'M SECURE TO - - ' — — F- EQUAL l rs ' !#"rA1IO 5 w 4 7 {1GTlkf vRTH �- — wA110 Y 1M d+ , r. 2 STAINLESS TELTO BOLTS. STRAPAT 4' MI! Parr*CST Uc ON rt 's+ �� COr'&STIRS.I 1ION .. _ _ — — — s h , lTER+�IU-S (rh #1. OF` } "— —1'I'r,++n', iv1GL — �i F' w [ a. {� r• •r�'sv#re . 1.'.'.. BELL & SPIGOT . z _ - —— - .r- - - - I I . L C+L " ?: Jill SWEEP ELBOW ��pTpci- L 161— ky #.4 iv EMBEDDED IN Y =*� '-r'#*`.:P'. �..1 Imo. T 45' I 1 per.:•' Wf SEER FLOW 1 I r I — - - - - Y. '.: , � ��- ; ..` }' 1 I 1 _• 1 44,' e _ 4 -* 1 , ter, . • .` • INSIDE DROP CONNECTION C a 1.00 00 3-100 340-65 ri Pra44Fe: SANITARY LINE 0 k: le ____ . Vertical ScoIe: 2 SANITARY SEWER PROFILEi 9 i — (1"= OF) moms RELINE DUi AN$ INC - _- - - _ ' itiF in } 1. aka Ins�ae o�nap co,,,,,,,,,.. FOR 9nCPs AND LLE>vTdR wpR5 P 2' g g USE rwe DEW AS a.:.a BYt 5 MT. ARCHER ROAD, L YME, Cr 06371 - �� 1 l _ , I SD Ralr-0S x 3J I�� �.�C, � �� � �� �A •:' � � - 'Jt� - - - — — — - � - •- r WALL Y+�RDt#EFr,— , k CT %X71 JI ( )+34-0#T! Fa: [36U) -•3145 rY?1Cdr -- 1 - 4.4 1� SCALE I C TC # — CM +.UA 7+ L Wiliam h Eli-D1k RA4, u+C S*+ *S DROP� NONE — I — F E # T - I * DfIV - FOP ELEY i#I0.2t O. CONNECTIONS . `TWO T QOUrC 1 310Ail r - - sK �ror .3I0 lr) — -- � f"r��� _ n�5rhu'r�uea lr+L� � I � are _ ,00r+r�era sas WITH d" 5�2T�-ThE ,- - I H ICI W - - _ _ - . - �_ - __ � . . - . -^ '% if:"::: � - �-- � - - - - - - - - — —� �, � Air art.c,Rrra! � �� � CO if gP11,060' o{E-srTE DISTURBED I —�-- ARS SHALL BED _� .� C??1::51'0-25 � a14 p ; COMPACTED. SEEDED - _ — - — -- _ _ — m 43 ; AND MULCHED r S U U ' E 4 T1 s> 6or r r' '11P 2C*] F+bA51N 1h�5T�kil S�CB FYFF 1 vhr!f F 7E IN.ST+ 11 A/CH IN 3 rFE-1 - AS NECESSARY TOL STAI31LI E SC7! w�. — GE+MCCI• - .s .— — - — SOLO c'.a - . 300 i I \ � . r f[34F CC' ltryDhf 300RSPti-lk iijj 0 _ _ - - — 39"5.3'49 r !a3' - � �4 �l7 D1 F-7:— 54:6;za wo Ga!rmh Fiee0.6 0 1~ESO: �prs t13 FtvC ►saiL rE�nr�la-t INSTALL INLET �r• iztly.4)...29 " r i ge24J 1 �� iTi ,V8X1 —171—\ "C. 1CPak5d�1 •a�, — -. - I 7.329 PROTEC~Trbhl G .a PER SDOT STD PLAN 1D.ZSM - . 0.04 +._,- 1 .'a - I _� - — - - w [TYP ALL STRUCTURES} l \ L _ • I '" _ — - - - `— - - — - _•� _ STABILI E1 OC IBIS I L1 :TION 1I � ENTRANCE PER I+ S LI T 51m. —� — — # - 'r 2 I / PLAN I-80,10.01 N ~ 0+ 1+00 2`+ 34-00 3+60 t . )I �'� Profile; STORM LINE STORM SEWER PROFILE mi ca:S cFe: l"'= 0') A I. . if \ ig* I# . W k 1,4 pi 4., 0 1.r. i5 I 1 V‘',711afreer‘t. a � �� _ � 1'B�I� IIE�•FE�CK�"'QR Sf>•'uIL�� 1 i P E OCr(W&LLARDIFTECTILJ RA a mac, 1111 I PRESERVE EXISTING SWALE -- aa'r, x r[ coLrr � wei_o Abtz GR.4NLIL W To CAPTURE,TREAT AND I r� CONVEY RUNOFF TO THE $T04��A4NATER SYSTEM � {� Pe�til�3.r214} I1I a '� :':..0,"' i. ..„‘.1"°: 4-•PutromrED oeAri 2 r."'" I I\ -NI 2OR V`Oftm DRAIN /- 4r."/ ;//41.;VO'4' HMA i"CL 64-22 COMPACTEDTO 92%MAX DENSITY /64 41 I • 0442 r, '19..e:;1 IPM:.!i IN• CO !'I •,+�,1 i "E - _ pa. *AV '�: 4 ^4* ,• h • 4"CRUSHED SURFACING TOR COURSE PER 9-03.9p) .O 1I\ , . as rx cruse -# * .r �` ti a COMPACTED TO 95 WAX DENS[TY "'� 01 7[11MLN1rArla+l 1 r S_ i 1 i ___1- -- ,� r 3tF0 aR�+r l - I I I 6,,GRAVEL BASE PER 9-oa10 ' 1 ' TI-14- '--- 1COMPACTED TO ?5 MA DENSITY LLl iE50' F II�T, LI,SILT FENCE. VENTED - -- r INSTALL ORANGE f .. f ri s Iiw Ot TRIJ TIOl FENCE F LD LOCATE BASED I� tr.sl i,. iItoaor.Ari. 17'it*tICE PROPERTY Lxrl: 1 ON CONSTRUCTION f ACTIVITIES PER SDC T STD. !i k � �% - S BGRA CONTACTED TO 95%0R FIRM. PLAN F-30,i5- 2 LLOW ALL MANUFATCIJRER'S RECOMMENDAIONS FOR INSTALLATION. UM'i1IE Dtl C CONDITION ETC, FOR CONSTRUCTION OF MODULAR WALLS. cooec",.pr.iyy ata.ii Q 35 °53'49'1E �82` RETAINING WALL DETAIL PAVING DETAIL --- • Q &*3 1 •.1 I MELT AAA Dirk 110 ONri+ e-.1e "10" `�"" (NOT TO SCALE) (NOT TO SCALE) PRELIMINARY TESC PLAN TO BE FINALIZED PRIOR TO CONSTRUCTION c 2 OF C PM , 1 — 25—DEV i A PORTION F THE NW 1 /4 OF SECTION 25, TOWNSHIP 35 NORTH, RANGE 01 EAST, 1 . 1. fufrvs# i�d by the pipesuppl, B. arsons perforrr{srs Fiat Taps Soh be approved,n } GENERAL NOTES SEWER MAINS: CONTACT INFORMATION: . et Co E. All 12 inch thru 36-inch diameter Corrugated Poeethyle ne Odvo3nce by the City of Anacortes.Superior Tapping ins,at i co 8, Restoration of Right-Of-Way: A.A1i PVC Sewer Pipe and fittings shall conform to and meet Pipe (CPE) for storm sewer and culverts shay comply with the 1.888. 9.9221 or Spears Tops, inc. ar 425.485.4764 are CITY OF ANACORTES: I Le 1. Work Hours: ? A.Contfaclor must leave trio rig y h1-of-wa .equal to exists oar the requirements of the latest Mlle sp fkcohorls DX requirements of SDOT/APWA section 9 ,19 Corti gaIi d acceptable companies. The City of Anacortes volumes clews work from 7:00A.M. to Also. Polyethylene culvert pipe.Joints shall be soil•right.All 3-inch 1. Steven Lange Project l4lanager 2 1 :Of3 P.M, seven days c waste (COA Ord. 2316}.Someone in better condition CPtpeline materials and installation ere to confocni to the Office: 360.293.1920 c--T2 C) Pipe and fittings shell meet Stant�ord Dimension Ratio 35. tr,r,,•r 1 O-Fr-ch diameter corrugatedPol�rerhy!ene fills (CITE} totes# revision of the following standards:charge to on site at all times when woe in progress.if work iS 13.Place compacted to ols (Section 9.14.1(1), (2) arsol (3)J and • shall comply wfth all the requirements of A 51-40 m25'2 Duos g Cell:360,66T.3468 dome on weekends, please inform the Project Manager so the seed calk areas c sfurbed by excavation. (Section 9-14- ). • Alf sonritory sewer pipes shall bear tt e mark of the be rrionurfaclufed with a smooth integral Ur hg that carripries - Ductile Iron Pipe design 1A WA C T 501A21,501 Fax:360.293.19eeLT hZ City of Anacortes con have on Inspector on sire.CcnrrcctOr will ifti ail materiel and stiffness reauirements f AASHTO M294. be billed for Cityof rasa es Overtime. C.c. Al drainage systems MuSt be fully cleaned, restored and Notional Sanitation Foundation. E-mail: stevele Cityofaeocortes.org Joints shet1 be soil tight as defined in section 5-05.19. - Ductile iron Pipe manufacturing process (MAMA t Le oreeicelonai before knot acceptance. (Section 7-0721. • All pipes Sha11 roe suitable tar use as a gravity sewer CI51 SA21.511 2.Jim Baldwin. Public Worts Inspector i1 cv 2. Cait 48-Hours Before The Foll;owfrrg: canctu I, F. All fetings shalt be of.ike material as the pipe furnished by the Of ice:3b11.299.1972 ' co 11. Rao IrtsperCtlwt arrd Accepflr:rtce: pipe supplier, Cement Mortar Lining (AWWA Cl 04/A21,4] For Inspection contact 360299.1951. • Pipe shell have fbexible oils. Cell:360.661.3'547 See Section 1-05.11 and Section 1-08.5P f All pipes shall be suitable tar use as a gravity drain conduit. - Polyethylene Encasement (AY�1WA Cl 05/A21.51 Fax; 360,293.193e W A,Prarr to work start-up B. A!Irti s and accessories shall be rrrM,focrurrod ona Contractor has completed all ar the work on the r"9 B. Prior to any utility construction in the right of way. opprove❑ plans" tee corttrodor wNi: furnished by the pE{oe supplier or be on approved equivoleril H.the end or ail roof and foaling drain stub outs shall be I uclile Iron Pipe joints (Aw5I1 +AC 1111A21,11 E-mail:jimb cityofanaco rtss.arg on have bell and/or spigot configuration identical la that of marked Storm Drain on a PVC pipe. - puctlle Iron Resilient wedge Gate Valves (AWWA C515J 1 g3.Eric h`ar'back, Assistant City Engineer el t C.Priar to pouring cost-in-place concrete structures. a,Oomplete the "Final inspection Culdelines for the pipe. Manhole couplings carresponcing to the sue or the attics: 3 0.293.192 -- Conrracrort Inspection Farm". 1. The marker shall extend o minimum Of 36 inches above tt1 - D Barrel Fire liylmets Aw A C5,02J W sewer •pipe shall be used. ' Fax: 36 .293,19 D.Prior to placing any crushed rock on roadway sub grade. ground.The portion above the ground shall be labeled! O b.Oive the completed "i=inaal Insptiorr Guidelines for C_6-inch PVC sanitary sewer pipe shall be used for side "Storm Se 'with black letters. It shall also identify the Invert E]uctile Iron fittings ( VYA C153fA21.53 and C 1 1 City of Anacortes Street Department C° E. Prior to placing curb. gutters and sidewalks- Contractors Inspection Form"to the PW ins c tar andQ €�` sewers. Side sewers ,11 oe corxStructi�a at a minimum slope of the stub. Ol1,1 1:7� Mac �locksarr. Foreman F. prior to asphalt paving, request a site inspection. All site inspections are on of 2 at the locations shown on the plans tors❑ have a 6 Inch )- 4 Wednesdays S between 9 cm and 12pm. J, Clean-Dols shall hove cast iron oases- • Dlslnfections (AWWA C651 j Office:3 . 93.192> . a11lr1at arid lhforkrnarlarllfp: ' test wye at the extremity, plugged and blocked for testing 5. City of Anacortes Water Deportment >i.pv) 07; and future use.Sine sewers ye shod be factory mode with K. All drive cy culverts located within the Rigneaf-way 51lle/ be - [ uctile Iron Pipe installation (A VW,A C600} bJ B, The Project manager, Engineer of Record, inspector, Terry Nemeth, Foreman A.Ali materials used" must meet WSDOT, APWA and Cry of mare d ends for rubber gasket fittings, no cui in tees shall of sufficient ten tin to provide a rnfrlirnurrr e i slope from the ArlaCorteS specifications. Contractor and other City of Anacooes r partmerntsvat be permitted. sage Of the driveway to the bottom of the ditch. Owner shall furnish to the City of Anacortes Engineering Office; 360.293.1921 walk the site and create a punch list, The Contractor willRepresentative copies of the certifications that oil materials O B. All work materiels that do not meet the above specifications complete the punch list and chock oft each item,then A side sewer grade that is fess Mon 2%rnoy be approved L. Footing drains,tact down spouts cind curtain creels are to be meet the AWWA specifications. LT J ] must Jae removed os directed by the Project Inspector. return It to tee inspector for reinspectien,The inspector will only by the Engineer and the City of Anoco rfes upon venters connected to the storm drainage system or s ales as staown l he Project r,r�ar,ager is tlrtie Icey person oaf contact fox tine airy of _ O lJ.uuctte iron Pipe to be Thickness Class 50 or presorts Qom Anacoartes regartSir >iechnicpl and Engineering matters, T#�e M--- verify Wee items on walk trlrougrl ore completed. request, on the construction plans, Public Works Inspector is the key p rsor> of car�iaer for the City of C.SUIEtRADE COMPACTION TESTS: Will be done before any C.S.B.0 is put in place, all rrencnes will be tested for C"The City will not make the final inspection until the physical D.Tire end of each sanitary sewer stub shall be marked with a tst. Minimum slope on roof and foundation drain stubs shoklr be �Aroacortes far qualify assurance. safety.fieick coordrnotioon on cornpaclion,The material Testing Lab needs 24-HOUR work required by the contract and approved clans, E. All Ductile Iron Pipe shall be p ry wrcappeb In accordance _ pressure treated 2c4. It stroll placed at the flow Fine or the 0.5%and have a minimumof 1 rout of center, Root drains and inspections. Any person other Mon the Project Manager ands inclurdEn final deonup and art warts ordered b the Project wen the rrrgnulocturefs guidelines, Poly wrap shall be mil NOTICE. Use the testing protocol provided by the City. Itemsg Y stub one extend 4 feet above finished grade. Titers shun be foundation drainpipes seal be constructer"of PVo ASTJwh Public works inspector showing implied Authority on-site should { Manager, has been completed. (Section 1.05.11minimum thickness and taped at the seams. - „Ati, . to be compaction tested will include the pipe beading } a permanent mark lobeled' EWEf with a depth to the fipw 030345f7P 35. onnd A TJ Fd79, be directed to the Project #++onager.if the Project Manager is l °- ee1. . (Section -Os. �t)C), Backfifl (Section 7-06 (3) and sub grade p FTnttl approval of the project will not be granted until "cis belt' rate shown on the 2 t. .Drainage outlets (Stub outs) shall to provide, for each F. Loose bogging will # e folded and secured to the per. sesavaiiable fol€ow the line a1 coonsmunicceion, ' tier' e', for surfacing (Section 2-06. (2j) and asphalt (Section 5-04.3(1 drawings {both digital and hard copy] have been received E. Rubber gasket shots be installed properly to ovoid water individual Got. Stub-outs sha'l conform 1a trvi fofow'ig: O. Fire Hydrants ore to be Mueller Model Suter Centuron 2CO, w. 0)B1, and approved by the Project Mareager, infiltration into the manhole. AVIC or M+H. it.. �v ' i • Each clutter sh g be suitobty located at the lowest ADDITI •CONTACT i[+ F i ATI - . ,'� e •• a.Irlrs INSPECTION: A11 aspects of project will a insgectet E. Tne Contractor must furnish oil documentation req ea rrY F. when connecting the pipe io manholes.use A-LOK fiexir It elevation on tree tot. so as to service o111uiure roof r-r-Errs hydrants silo s be Set vertical plumb with tilt:pvmp•er port {0.,kL ,< ,w including piping, backfill. sub grade, concrete and asphalt, law, to allow the City of Anacortes 10 process final connector, 1COR-N SEAL by#JP. Inc.,or approved eQuivalent_ downspouts. footingdrains.driveways yore drains,and facing the street. LIT FRANCHISECONTACT , as eel as farms. curb, gutter and sidewalk It a portion gets acceptance of the contract. The pipe to manhole connections require flexibleconnectors, _ .any other curl subsurface#d»r1S rr~G6Sc�r+ tO +" backfllleck before inspection, trte contractor ll erg lip ThorI. Fie Hydrants shag be set as such that the break away joint is A.Comncost Cable portion for Inspection. 24-HOUR NOTICE REQUIRED. Know the 12.Miscellaneous: see DOT{APY' A �ficafions Section 7-0 .3, render Jots suitable for their intended use. Each outlet Pr no more than 6,inches above onto no less than 3-inches Casey Jones, New Construction schedule and let the City mow. G. Pick rotes shall be routed horn tee inside and agrees and shoal have tee-fto ,ng. positive drainage to on above the finish A.As-fonts: The Developer wilt supply to the City, one hard copy S approved floral water conveyance System or to aR 9ratote. Cell:425.508,7335 E. TESTING PROTOCOL Prior to construction,o proctor and sieve and one electronic the # uIoCAD Version 2002) of os-bust to b+$ inspected bract to taacl sir of the rrsolrlhoke try the City Cappro ve-a Duffel'loco lion. Fax:360.,527 2 IA analysis shall be S�rtxr►ftted, reviewed Cerro approved by the drawings to include all City utilities.The -tilt wfa J. There Shall be 3-teal mlrutraurn oleo=FanceeTOurMd the fire a rrspecior. g . cutlers on eocn lot shall be located with a section of hydrants. Email: _ iN City of Anacortes on all material used in the Rig t-of-Way. be submitted to the project Manager at Substantial H.Manhole frames and lids shall be sloped ro conform to the '� See theCity of Anacortes Testrtig Schedule. completion tar review and approval prior is the issuance of street grades. PVC pipe marked"'Storm'on the end of the pipe and Fie Hydrants shoal#have o Rod Head brand o]rt*quivelerat with 1 . Corneae ruble 4 shall extend 36 Inches above the c rotirld. 5"Stoarz Female Ada liter with cop and connecting Bill lncrrta. Construction Maintenance 6 final project approval avid acceptance. Rigida �' � 2 ti F. All compaction test shall be approved by the City of i. Tops of monhokeswithin the Public Right-of-Ways Mil not be cable. Cell: 360.815.6354 Anacortes Engineer aria Project Manager to acing of B.Ue rty Locates lumber: 1.803.424.5555. Recruited before a teat to find grade unerj st • Drainage easements are required far drainage systems �: ; d{u5 prior to topvinrg• designed to convey flows through Indieduor Ions. L. The stet 5erviCeS t0 the ro er#y line from the main lir-ro stroll Fax: 34 0.527.831 2 crushed surfccing,asphalt,curb, gutter, sietewdlc (Induce starting any groundwork, property a ' „tr 1 trench restoration when test may be required in each lit . J. All manholes and clean-outs in unpaved areas shall include be1-inch minimum copper and shall Lie lrlstclled In E-mail: bill_inarno@cobre.corncost.com ,t. 4 ASP HALT CONSTRUCTION: a concrete sec]around the adjustment rings per the current • the Engineer/Contractor soitstu is responsible for lines withraatiragE Ci accordance with Section 7-15 of the current version of the G .1 G. Cit of ,Anacartes mayui'ectciditlarral tests on subthe locations of all stub out conveyance C.f:arcade Natural Gas Y EDS standard detail St-02, "Structure Adjustment and Standard Specifications for Road, Bridge and Municipal u grade. trenches, concrete,or asphalt. The costs at testing Sae Section 5-05 and Section 9 of the curter*WSDOT Siorsdord Perimeter Seol". respecl to utilities je.g„ power, Gas, Telephone, Cable. Teel rvlcCommant shall be paid for as indicated it thecontract documents. S,aec arttor�s for Road, rBndge and unicii] Construction . etC.j Construction and the City of Anacortes Construction Ouiioeliraes, Office:360. 6, $42 K. All manholes shall be protected from intrusion of rocks, • All Individual stub outs shall toe private!yo owned and Cell: 360,708,4689 4. Traffic Control And Public Solefy; A.AII asphalt to removed must be Saw out, A Jacichoommer gravel. water and Cath�er deEaris during construction, lnstalloiioan of Thrust Blocks shCtll conform to the City of can be used if a nice even cut Is made.Wheel cutting Is not maintained by the lot owner. Fax:3b0.336.2564 &FLAGGiNG: Al flamersmust have Fla A,rtt�cories Construction C ,Jc#etins details, 'Thrust Block No, 1 ggir3g Certificates and L. The Contractor shall install at all connections to existing ,. E-mail; ., ..� . �-.�1:! �..� ail approved method unless approved by the City of F 9 O. Catch basins of the Curb line shalt be recessed L3.1 feet, (WA-7)'"and 'Thrust Black �o.2 ( A-8)",. spit Seeing strength - � •--- must hove attended a flogging course or an off duly police Anacortes Engineer in advance. Anydeviation from ihrs down stream manholes,screens or plugs to prevent foreign airiest 6 required. 4 lob ill be shut down If air uncertified g of ,500 PSF shall be used in most areas above the wilier D.Cascade Natural Gos at te Q j y specification shall be in writing k8-•hourv�foefare saw cuttingmaterial train entering existing sanitary sewer P. All storm drainage structures, such as catch basirti5 an0 {f) people ore flagging, A stop work order e be given ones g table. A qualified soils engineer ;lit evaluate subsurface (/) takes place, or plugs shall remain in place throughout the duration of manholes, not located within a traveled, lowed roadway or gJim Hobbs LJ work we notproceed until a certifiedperson is fio conditions, which indicate a tosser soil strengtrr;n the native 115 t.l..l flogging. construction and shall be removed along with the collected concretes sidewalk. shall have lacking gds. Office:360.36.391 1 8. Additional asphalt may be required larretlovai by the City debris at the time of final inspection and in the presence rat a material. The Contractor shall use plastic sheeting to prevent B. SIGNAGE: All signage must be per the monvoi Uniform Traffic of Anoacertvs Engineer or'Inspector. Q. All drainage structures associated with oa permanent contact between the cartcreie prtd the Cell: b0.941,g4 9 g designated representative of the City of Afticrcortes.furlpinFox:360.33b.2564 n`''ii •-- ix Devices. l3etoxe jai is la begin, proper signaage will k In detention facility shall have lucking lids. All drainage I- co 360.294.]951 to schedule an inspection.Allow 24-hours � place with floggers in place if needed. Extra sigrtcge may be C.All vertical drop-offs within the traveled way will be structures located within a bike or walking path shot have E-mail: Jarrtes.hobbsieGngc, om ( n needed. Be readyto rent signs it needed. bockfilted each night. notice. EROSION I. SEDIMENTATION CONTROL a • g locking lids, C.TRAIFFIC CONTROL PLAN: Needs to be submitted and D.Abutting edges and curbs must be thoroughly cleaned M. The flow channel inside each manhole shall be formed or R.All catch kodsEns grates shall include the stomping to A.A Certified Erosion dud Sediment Control Supervisor is rr approved by the Assistant City Engineer prior to Canstructiorl cost-ln-place Portland cement concrete.Channel shall have E. PSEltrttolighr _ E. All as hart edging will be tacked prior to asphalting. Stream, D+ rrtp No PoRutonts". required, The ESC Supervisor must have attended and Erosionue start. Control pion shall incrl,FCye location of p g+ 9 a semi�irculor cross-section arZd smooth,uniform slope from Lars Corson.Accounts r~.1anager C �' +,,,� inlet to outlet. Where three or more pipes are connected io S. Catch basins shall conform to Tand Sediment Control class within 3- years from tally's elate. s Traffice, naggers,work zone, safe x e the and traffic flow card F. All asphalt botches Must be a smooth trar'Ysitio+1. No bumps ofType I. Type Il,of the inert Type must provide certification card. Office; 425.456.2T01 - a C - needed dimensions. No Detours Allowed without approval high/low spots (see Section 5 1"3(13}J. Surface smoothness one r110F1h 1$, the flow channel shoo l be fCrrltred ro smoothly as Cfetine[f in said APWA Standards Specifications or+d Cell:21 6.#SO.d083 from the Assistant City Engineer. rr�axirraum voriati0 in 10-feet parallel iO the centerline is 1 8'" direct flow Eton,inlets to outlet. Standard Plans ssith flirt top frame errs grate- Catch basins B. The CerMied Erosion and Sediment Control Supervisor is Fax: 425.4 2.3149 and tronsver e 1/4". N.Steps consistrrg of one (1)inch diameter hot bent aria must be set to line grade using noo more than two (21 oversee and be responsible for all erosion control.The E firm : IarsJarsor pse.corn scC et D.STREET CLOSURE: Call 911. adjustment rims. facilities 511011 be inspected doily and maintained 10 ensure F. PSEJ1nl lght Lie i Ca gat�rarkeed deformed bars shall be installed of one (1)footi- C. Surf grade will be compacted and tested prior to proper functioning. written records shall be kept of weeky Latta mahfer, ProjieCt manages f E. CONSTRUCTION SAFErf; is the resgoreir ility of the contractor. centers. Each man'hots shall rove a mire-num of eight (8j T. the cost kon frame may i placed flag down cry Office: 42.5.462.3624 lei asphalting. Inches of adjustment brick or concrete adjusting reviews and otter every significant storm event of the ESC ] rig� adjustment blocks in Treu of precast cclror. The installation of Cell: 425.429.1i 356 l.i..l es S. Roadway Embankment and Subgrade Construction: facilities durirsg the wet season (October 1 to April 30e -t H.A minimum r of inch HMA patch to be Garr oted to 9296 between the top of the cone and the base of tie mar►hote catch basins Shall include final adjustment as mod€be monthly reviews during the dry season ( Y t to Septerxrlv9r Fax: 425,462.3149z ' A.Crushed Surfacing shall be cornpocled to 95%of moximum max rice density (see Section 5-004,3i;101B). frame. requiredto finish grade. Installation within the paved }. Written records stab be turned into the Project arf+oger E-maa: Lane.Mahfer pse.com P density. No recycled material allowed. rOadway shall beper the City of Anacortes Type I catch G. Puget Sound 1. Ail fatal joints and sow cuts to be sealed4see Section O. Al testing and connections to the existing mans shall beor ir'rseectar on a weekly basis at the weekly scheduled ` Energy B.lErnbankmenl and sub ode must be compacts#to 95 of 5-05-3181e' using a hot poured joint sealant (Section 9-04.2(1). atone in the presence of a designated representative of the basin with 1 inch barrier curb detail unless speCrl as a pro meetings, Jade major. hunrcipd Cbn,lnro:t Planner ci maximum density. A preferred sealant is AR-4000. City of Anacortes. Call 360.299.1955 to schedule on rhru-curb inlet. Oltkce: 360.766.5571 Inspection.Mow 24-hours notice. U.Cast iron frame for Type I catch basin shall c>ccomrrlo€fats a C,Shall be in place per the approved set of plans prier to any Cell:360.791. 748 - C.Proper moisture must be maintainsa lhraughour pfoortg J. in areas where asphalt has been remcv+d and CDF is in theconstruction start. Eer►aB:jo:<r a.+; ojcir pse.earrt and compacting. trench curing. a steel plate is requred fcir cover while if is P. A low-pressure air test at 5 PSI for 15 minutes.for sewer mains 20-inCh x 24 inch grate. D.The erosion control stroll be inspected once a Clay and Nf, Frontier Communications Company D.Compaction testingto be curing. Provide asphalt around steel a to pre►tet'It the is tsggalired. Prefesf is required.l4escheCuaiirtg Lfaded rest 'V.A sow r ctssu{e air test at 5 PSi far t5 miraures for sewer mains Dean Du perform by on independent prate from lathing.The Contractor w tie caged out at may result in several days deioy due to conflicts with othermodified to meet the surrounding C{ataaitiCrns as needed. Dupes, CrarrstfuCric+r, lab. Use o3 -modified Proctor'. Y is required, The City of Anacortes maintenance Camera Onto:360,757.7'6211 time to correct any rattling that provideiCornplaints. projects. Calt3 0.29`?.195} to schedule on inspection.Aklow Crew will video Sanlrcry Sewer and Storm Sewer mains.Cell E. Provide a sign displaying a 24ho er contact number and Cell: 360.770,7626 24-hosesnotice. Are-inspection vet elope. 360.293,192i to schedule appoint men'. 48-HOUR NOTICE name of the ESC Supervisor. The letter size stroll lee a I. Frontier Communications Company 6.Trenches In DevelopedRight-Of-Way: K.On Commercial Avenue where local Pesinesses are la ctffe-cfed, no o will dabbers in pan pprovot by the City of Anacortes Public REQUIRED. (Section 7-1 7.3(2]HM minimum of 2"letters. This shall be in place prior to Bret Murdock, Engineer See City of Anacortes Standard Construction Derails and Section H � • 9 of travel. O. U inspection a 7 of the current WSDOT Stpndord Specifications for Road. &rdge Work we proceed before csr after busincitis hours. Works Inspector and the Video Inspection Request form is W. Tee Contractor shall be required to place metallic tape construction start. Remember, the look at the sign will be a Office; 360.707.0641 completed by the contractor. the City of Araacartas over cull non-metallic pipes.The metallic tape shall be a reflection of the Contractor and Developer and Cell: 425.417.7085 and rot ncoipar o+orutrucrlon. L. On major streets wtsere traff C congestlotrt is a problem. the Maintenance Camera Crew willDevelopment. Fox: pp,rforrrs a video inspection minimum of 2 inches in width and placed continuously the botch Will be protected with a Y. inch steel plate untolw-i'nail: brat,t.mu( i!ock ftr,com LLI /�.f ipe zone shun be compacted to 90'916 of mum density. of the sanitary sewer rnolrrs to determine deCar,linss, entire length of the storm Morn trench. F. Tire storm [stairs system and erasting ditches Shall tee cleaned J. Black Rack Cable sufficiently cooled. alignment and proper bedding after lines have Den flushed. daily (Section 7-07.3). Ail drainage systems shall be cleaned Randy Wilson, Operations B. Trench zone shall be compacted to 95% of lira amuim density Call the Public works inspector at 360.299.1955 to schedule ?f•All trenches for stOrrrr*loins shall be in accordance with the in 12-inch lifts, CONCRETE CONSTRUCTION: to the acceptance of the City of Anacortes prior 10 Office: 360.306.5486 appointment. 4B-HOUR NOTICE REQUIRED. Section Section 7 cif the current WSDOT Specifications for Roads, ( acceptance of the protect. Cell;360.30S.9b35 C.Crushed Surfacing shall be compacted to 95%of maximum See Section 8-04 and&f 4 of the current WSDOT $taradord 7-17.3(21Hl A rer'rnseec/Ion fee will open/prior to re-inspection Bridges and municipal Construction, video of tree sanitary s lyer rims. O, Stabilized construction entrances and roads shall be E-mail:re lson bIockrockcable.corn density.No recycled malarial allowed , Specrfdcatioris Fpr Rood. &rigs and Muilictpi Construction. 'f,Any permanent flow control [crafty used as a temporary installed at the beginning of construction and maintained 7. Drainage System Construction: A.Cail far forms inspection before placing of concrete.Call A presinspection checklist is available prior to a video settling basin shall be modified eilh the necessary erosion during the duration of the project. Additional measures may reCluest, control and shallprovide` adeq to storage 360.2' 9.3951 to schedule. be required such as wash pads to ensure Mot all poured A.Any permanent flow control facility used as a temporary capacity. if the facility Is to function as an Infiltration system, areas ore kept clean. N mud is alto ed to enter onto City setting basin shall be modified with the necessary erosion B, No monolithic pours oic°-wed per the ^sty of Anccarfes City STORM DRAIN GENERAL PLAN NOTES: the temporary facility must be graded so that the bottom se ers. control measures and shall provide adequate storage Engineer, In other words_ the s=eewatk, curb &gutter, arid sides are o least three (31 feel above the final grade of capacity. If the facility is to function as on infiltration system, driveways, driveway aprons, w*leelceairramps,etc.are to A.A AD work shall conform too the current WSDOT Specifications the permanent facility. H.Any soils exposed rhoat will riot be disturbed for two (2) days Z the temporary facility must be graded so that the bottom be individual pours and seporo red by afotoric expansion for Road. Merge and Municipal Construction. City of during the wet season or seven (7) aoys in rrae dry season and sides are of !east three (3) feet above the final grade of joint, Anocor fes Drainage Codes and Ordinances and the City cf Z. Overflow, spillways, gravel filter windows must be constricted shall be immediotely s?obiltzed with the approved ESC ILI , the permanent facility. Anacortes Engineering and Development Standards. per plans and specifications. No deviations.As-built for methods (seeding, mulching, plastic covering. etc.) 0 C.Pratecting the concrete is the resporeiderty of the verification required. CNC B. C yertlows, spillways, grovel filter windows, must be contractor- No graffiti, footprints.finis iirie blemishes or other B. All Poly-vinyl Chloriose Pipe (PVC} and fittings shall conform to I. Two (2) weeks prior to the beginning at the wet season constructed per plans and specifications, No Deviations. o bjectionoble marks allowed. If any of Ibis takes place. the and meet the requirements of the Vest A TM Specification AA_Guarry rock must sae soured"hard' durable rock. No (October t },air distort areas shall ae reviewed to identity As-built for verification required, section that is damaged wilt be replaced. l 333034. Pipe and fittings shall meet Standard Dimension recycled material, weld,, ones can be seeded in preparation for the whiter Ration 35. Provisions must be mode for Contraction and B13. Grass lined sale stroll Ice constructed the detailsroiris. Disturbed areas shall be seeded within arws (1 j week of C.Quarry rock must be sound 'hard durable rock.Na D.Concrete shall be a 5.5 sock nxoi with a 28- oy strength of expansionn at each joint with a rubber ring,sec�rery placed provided. No deviations allowed. All swoles must be the beginning of the wet season. A sketch map Of those recycled• maie+iel. 3000 psi.Anydeviation horn this specification Shall be in to pre rentt lacerraent. op asivnar before acceptance. areas to be seCdea and ruse Or s to remarin uncovered +xri#fng 48 hogs before concrete is pod. D.GrCass lined swore shall be constructed per the details .Ai eerie/eta storm pipe shall be rubber gaskerted, shall be s ibrtutteol to the Project oanoge'. The Prat p:aviaiea. No Deviation allowed. All swedes mast be -E. The van and wings seali be stern pea Tee use of tench reinforced COnerete cowers pipe confomeng to section CC' Minimum 1-foce separotian between pipes in Type II Manager con require seeding in addltlonal areas In order to operational before acceptance, construction fencing acceptable. Rolling is not an option. 9-05.3(21 of the said APWA Standard Specifications, catch basins. protect surface waters. adjacent properties or drainoge facilities_ E. Catch Basins must ne set to rine grade using no more than F. During the first 14-days of curing. the contractor must protect D.AI corrugated polyethylene pipes (GPM shall be smooth WATER two (2) adjustment bricks. from freeeng. l ntertlor and manufactured from h J. Penalties for on Erasion Control violation ore subject to a�4 , -de ty polyethylene A,rya connection to the existing mains+ be cowed except F. Minimum 1-foot separation between pipes in Type Il Caters resin,which Shy meet or exceed the requirements of type Ili. to $1 GO fine under h apte►r 17,66- Penalties for violation, deviceI • Eosins. Category 4 or 5. Grade P33 artequr errrents of AASHfO +~wt 9. by means Of On approved backflaw prevention prior Each day is considered a different violation. Al fittingsand occesserles shall be manufactured and to satisfactory Rushing. testing,dis,nfeCtions dr'iot receipt of soliisfoctory bacteriological fest results. ( 3 Ql' 5 PW 1 - 2 -DE A . A PORTION OF THE NW 1 /4 OF SECTION 25, TOWNSHIP 5 NORTH, RANGE 01 EAST, W.M. :"....erc= in w -- =I- lI I �1=11I CAD Til i a 2 i (..,' V; 6 8 ' W -'''.4 .74.1 ..--c;.Mkt z - I n t., r y {4 aN ty (-T- 0 A 8.oe - ` �I, -...,. #' .J4;11�11+�1 • 3DI RAN 4 .--. cl:T.-.1 If ro . A- bis6 ' }•-pSA. • -,�1.111 x. 6 YARD AND I C C. OIL A HALT EMI 411 . - • < R D 1.. 4 +' II= xi t2 B YARD SLOPE - 1/47FT MAX 2X - I IF • - a: c t __; o w I L'I g 1 il ig R i 1 1 EI .N.E. :11T. MII„.i CI W16::::- Pi'mr' 1....411111211* 'Ai.' pi Ilk Ce 17,1,--`7;.111 .7.. - .,. +-- Li C5 r, ,...N.,. ........,:l..„. ..,,,.• :„., ma: 0 -0) - ,,: ii i/}Lei g+ AIM RAMP iVtUS'1 I rt.. } w D z L�1 C.,0 \ (...D....i Fiord am, - s ='• 1- -8f06i- ��l ii +� pp W}� {1 O i ■+ �IMIM•"■+arrcr...c ^ D .7 YARD/ I �# oW �� a. ' y��J' �°.� :- *"8 4`�°ti l:- W o DR LESS p tr1 ea 04 :„D,_ 0 r• U g ioepn° v F a 0C Lii -4 A r 0 a , x r ± - - -- I H hbn_ rk- CO al F- mi m? ".. Z 0 Ero. 0 I +- - XL- 30 - _- IIld G I .-----.....,„\\ p li E o 2 T 4 1 ONTAI IE. i NOTES: , , _ IP II LI 1. P IS TO BECONClETEONLY. ? C9 SI si la .: p= y • III # tAV-RE1k,IF�] iw4NQFR 6' THICK, w i 1 co • x F Kr g w 640 -.. 1,- �_ F REINFORCED �T! AD. THICK MINIMUM. H 30 MIN. LII (JD G Ez F j X R Tb. , -ti :.ri 11 1 W F 2. ACCESS ORN AY: \ a Id E, . ,Il3 °"1 ::. I#- w IyJ • JF ASPHALT: 2" MIN. THICK O 4' CRU$11ED 1 4' MINUS COMPACTED e R cl:r..:1 CO * * o ;;� I}=�4 3. CONTAINERS 3 1�../BIC YAJ;D OR r OFTE Idi4Y Aso. A NON- 5 u1 z * , ,_`1.1[AE I COMBUSTIBLE WALL 1' Tki NO OFEfVk{ G9. IF A COMBUSTIBLE WALL, SG FTI'T OR COMEUSTTHLE i AI . WITH UNPROTECTED OPENINGS a E;n a 1 1 r lq axz p w • w=J1= m 61 41 WOMAN AT LEAST ' -0 OF SEPARATaL N BETHE£N THE< CONTAINER i Tac + a LI l E t <m AND THE STRICTURE: *r z t�1 as rI IF _z C) 4. E NCI O VE E' 4 ` r.cs ,E • 1 �-O" WIDE MINIMUM. % - L o g_ it I` + L+! * 11 -0' DEEP FOR 3 YARD ORLESS CONTAINERS. IPAR',, +} <^ t o`. :11 �c a s • 18'--0- DEP FOR CONTAINERS LARGER THAN 3 YARDS. w s iit Iti '" , g ioo*s. 2c31j5V-L9 5. • SAD - NO ENCLOSURE; * 2 r* ;;° :.*� z * • Y i • EiF- S" wio MINIMUM. cr, as [ v! 1 o.; :, „ E� -7 ETE F{?I1 3 YAE Q C)iE I C4IkTAII+lEItS. 1 + !. Milg vEl w. Z g ► .14L....... 'P.4# 88 .. ..'.'... .. ::_:_::. .c in z ,A • $'-'';' BEf9 FOR CO'E11TAlNERS L IROER THAN 33 YARDS. } na*� 4' 1 i St - - ▪ ¢425 z S. GATE: !F PROVIDED. THE POST SHALL BE SET RIGID WI'T1•E ADEQUATE STRENGTH TO SUPPORT THE i o.; 2 r ec > I „ 4 ENTIRE LOAD 131" THE C111TE WITH A BASIC WIND SPEED OF I.F.PJ I-. THE GATE(S) WILL DE I PE7 . LI, 10 - .. cw� 1 a �MfFII fHE API�I IPRI Tr LIrAN 70 B1 TFC HOED GAIE[S OPEC CI�DSEb.CI , 0. • o �'T ▪ �_ .11111.-..:1..1......,;'..i •. II �Ci s GATES ARE DISCOURAGED, 0 ' "" I _ ▪': ' ; +`r:r7'4"-I m 1 ? 7 THERE SHALL BE NOT OVERHEAD OBSTRUCTIONS AROSE THE ENCLOSURE OR THE APPROACH TO THE A. I II i I I I I {.k °c - �i.:., ' "..II La,I V} ENCLOSURE. • • I I ► ' Li '. "IK 4I-H4 'I-1E- I- [9 ICI IJ.aJ qc I a- 6; m � � I •▪ ' II 1,1 11- B o Jj. THE LOCATION OF THE CONTAINERS IS TO BE SUCH THAT SANITATION ThLJC:�CS DO NOT HAVE TO BACK :::'� I I.� um CROSS TF#i+,F C, a i - uk ' ` z Y64 u a. THE DUIar1PSTTR PAD ham BE OM l PLANE LEVEL WITH THE; PLANE or APPRoAcH. THE I A' MY BE o 14 w 7 eM 12 1- , $ r ,� UP TO 6" IiEG1 ER THAN THE APPROACH BUT NO 1 ON+E7 THAN THE �. I<f! •..• c 4 4 Ei b ` 10. RECYCLE BINS AND OTHER NON GATT CONTAINERS MUST BE PLACED OUTSIDE THE CONTA ER PAO I I�3 MANIA In ` + a o o z i o OPEN Obi CLOSE[}.„de_ __ Pi' .,......___...) cre a rs r o 1- leill g g t,g‹ SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE • °` ' Dmetsi E3Y{ ,L, b%"Y +A DETAIL. WA-05 - - SCALE: E w" L 4,}`; .. DETAIL: WA-01 DRAWN BY: SL 0.11 a. DETAIL T-( • _ I ilk FILE: WA-D5 SE'RV LAB GE DWG - -- I it 2 INCH AND2INCH FILE: WA-01 F?i.DWC �- - FJIE: ST-07 sit CONTAIN PAp. 191 SOLID WASTE-•- :' . FARE HYDRANT DETAIL I ,.1' CONTAINERPAD EFFECTIVE DA1E;RE 1 aY DATE: REI1!WER; 7 •14. WATER SERVICE fE IFFED11itIF DATE:: REVIEW BY DATE: REVIPIIIFl : EFFECTIVE O�AI REVIEW BY DATE:. REb1EYYElC 1 07-30-2G11 05-31-2013 - Be7UCHNER APPENDIXA - STANDARD/EIJARD/ I A4MNG, 2011-i 7-'33-2011 0'5-31-2013 BRI�Ci"INE 2 APPE# D'X A - STANDARD DRAWING 2;.ri'. I Q[-20-2i .S 05-, 1-201, KRUEGER APPENDIX A - STAN WAD DRAWING 201 1 Lu w L..I w I s I W � -I- - LEGEND - I I- lig 0 oc Deviz FLAGGIN.0 STAnOiw SPA CMG(FEED 0 o i iA�'#f TAPER TAI2L,EFiT 4T3 IIPORARY$1GM LOCATION 1 I TO $0 $ F�� ���������/ CHAHNELIEMk34EYFGEs 1E1T024 t a_� ell.,.. i` !.'9 .. ' ='J'. :i .7!s •i 'f`f ; PROTECTIVE VEHICLE 4fr _I .4ii7 7 1 F ,..2: /.% ';' ',: ,"--, • : , .,‘''-::tlki:..:1:71. :. !.",.•..'.., \ R 0 •-\\A Li , 117°1 \ WORK > < < i 1 707= C .,: - . ' , - .. ,E * ',l ...f *' , HEAD.. ' LA- /FA [ -•- 'NE s AN' W20-1 Ili NI .-,II - - - - - - -- - "- ' CL, ROAD PUBLIC EASEMENTS -II=�II -__==__ _ =_�I • wE u = _ - - - - - - ROAD , 50' TO14D' 60'TO100' W20-7A �4 #W .. - - - t WORK ORK ' 4- 0 DEYlC� 1 DV.010E . N E LAN " ' 1 I a • [ra, h x 2 MINIMA • AH AD WORK. V •;.v ,7 ,•4 t 0 JP ONRET PAYED STREET ,. A = - -__- - - -- -- 'II GENERAL NOTES: MOO _ - 'I # 1A. 3 INC-i l�I�+J MU 5S E! ASPHALT, PER SECTION �411 _t t- ,- ____ • 2-08,3 2) OF TIME 2002 WSDOT STANDARD / / __ _ __ _ SPECIFE AflOHS FOR ROADS, BRIDGES AND ANIMAL I•;::- .' �- -ir. ;;rT, .' CONSTRUCTION. IaarEs I 9 1I0. CONCRETE PATCIi TO IRE THE SAME DEPTH AS EX[STING 11-1:" r Al 24*'7�L# Wit 1 I Au 51GNS ARE till: k CON GRANGE MIIIhililyi •- �+!'' � ., CONCRETE STREET. ,• r.; 4'wp .OPi 1C, 1 INCHES -• COMPACTED DEPTH TOP SOIL T# BE W •7A 1 . 2 EXTE34aNG THE CHANNELOZ1h1G CEV�E TAPER A S "��.�.%:' W.V. FINISHED HED W111i SAD OR SO` . SEED TO BE w FREE. sr+OUS ER IS Ii C I ED ': t' 2- SAYIECUT I - ; . BUFF�f DATA+ FLAG.GiNGSTATiONE. Fit y rAN ROsPafICAT1IOIls e � ` 3 4 r WC1{d4I 0U1 $AOCITrCrt`+.wL ROADWAY TI AT co i' 3. AtL JOINTS BETwEEIi 1 L1 J�N lI .T ►k51'I-tA4T 1C E3 - • ' ♦ .; + wI O AL DETAILS. _I I. r 4�. SEALLnp (SEC7ll]1,I S�tS,7i<$}$ LlSFhICr A HOT mow �(3t�lGJTLJ[31h1A� BUFFER SPACE $ Y1E' Ik • .�; +.;F JOINT SLALOM 1', PER SECCTTIQN -0 .7(1 p } 25 30 35 10 45 50 L56_ 150 I,M0 4 SEE iiAt ovlSrONS rORwpm(HC 11Esr> Icr10N5 i+. •• ■ -' f op ;-`.+ �' y 1J iE. B INCHES - CI 4#SI"IEQ S IIh4 #IDI iP'EJ S G ?tI J { �`�-I .s 4 ++'' •z R-0.3,(EI), + Aro PREPARED PER SEGT101Y -gI#.3(2), I LENGTH.t EETI 156 (t9 5Q 365 ",R1# 5 S�a � R�IS = I x #•�1,+., •'. e4W U&+S RADr rim SURFACING'. 11. • :. i , 7 I a;JF R VE1-I[ LE ROLL AHEAO DISTANCE = R I 111 1 +- 1 i.4 .. '1. IsI7A5+ L 1 uATfFdAL. aPPR3v£n wSl,QT SPECIFIED �� ``;`'•..*- • '.r, t I/ATEl AL, DR SPE DIFiED IN THE APPROVED RMS. TRAM$PORTADLEATTwHwaoR 30 FE7<1 kMfi !'r-:;'K*.',{,..: -• ', k111rt1 AL TO BE COMPACTED TO95%. PER =CTI03� MIr,J . HOST uSr r�i-1Ea4�0 LBS FRE MAXJ4LUl To `� ,: ,' 'r:-' '- :' 'r± 7- ,'Y CIiT SI+ChLL B8 R I ACC VYGT Fi T+$ 1I FEE T kllt}G x 09..3(11 CC we-..1TQ ' 81..cio-u:-. SEE ALSO, x;t ! +'*= `Y'�}`_"ti- -. SECTION 7-.OH ]ir 1 �+I.GKFLL IC'. , M.c+J UFAS REC C1ATI0r. P }. I I ,?';y1=;_:_ IF� ; f-J F =r. ;?',' / 5(!i}- CONTROL LE[ TT'1' FILL Wil, St REQUIRE]) BY THE Mott YE5+fzE +sO SPECIFIED 4''o'f. R K t?i+`..!y '' ,-r,_t' CO ACTOR IF THE 7i ENCR CRD5 JG FAILS. DISTANCE I T���r.' }r '4 i ] IAAY se A W17 ' 'IdC�E STRUTCS".1IC`ALLY LOCATED TO5HIEL{l REQUIRES E�I' C5 'f- .=-"- 'ter Y" ;'`' E. THEPIPE ZONE 5'r# U. BE EWCxFILLED WITH SAND 0 T -' BACKFILL To 12-INDIES ABOVE TMIE PIPE, PER ' �'''`r. =<j._•�ti,'-:. _ : L SECTION 7-09.3(t O.] KFELLJNC TRENCHES". THE W2O-1 = ,2A-r;. : !7 wr�rri .- P,PE ZONE SI L IB€ COMPACTED TO 90%, PER SIGN SPACING =JC(x) .-; ;:,�: '„';-: , 7.- ., : SECTION 7-08.30E)C I --! 'r -_._ -r ; ' RURAL KIGH AYS $7]f 95 MPrI Shcr CI • L�rC=••'Il�il:+.!!Jl�+ �". SAND I�wCltFtd.L - PPE 20N� �, .-I 8, S INCISES - SANC BADIKHLL Rtor.AL ROADS A URRAill ARTERIALS 36i401v11;4•1 360'0 . ONE-LANE, O-WAY { rC 1 TRAFFICCONTROL, 40 I I PAVED STREET D. LAY ALLIMII4LEM L€�CA INCHES L3 LATE TAPE A MINIMUM OF 12 INC RURAL ROADS. FISAN ARTERI,�L3. 25I 30 MPFI 2a a(?I p mow Fa,N#S '1ED GRACE ANO 1,2 INCHES ABOVE PIPE. USK:EN-DAL$BUSINESSOISTRICTS I FLAGGERS URBAN STREETS 25 P.O2HOF LF S 100i:ical NOT TO SCALE SCALE: NOT TO SCALECli CRAW BY; S.L_ 11 DETAIL: 1'-01 (1)?TE SPCIION$ACING MAY 6E ADJUSTED TOACCOMMODATE 6 IERSECTIONS AND SWAYS, (2)THIS SPACING MAY BE UC13)11 iJR AREAS TO FIT FELE ST-OT UTILITY TRENCH T r?ICAL.Do41G OADWAY COHDIT10f*S. STREET CUT REPAIR -- Yrrc1iwE DATE: RF II W BY DATE: REMEW5Ii: T - f I. TYPICAL 4.'oa #1 Qi 20 2'J45 OS` 3 -2O1J BUOE II,IE 1 APPENDIX A - STANDARD DRAWINQ 2017 _ I Or I .... I_ PW -DEV - r I - - I A PORTION OF THE_ NW 1 /4 OF SECTIOt. 25, TOWNSHIP 35 NORTH, RANGE 01 EAST, W . (...D2 ,E;1 V �J CO D co P4Z ° co . I , LT C.) LT- elfrr# Lli CV liili EL �i P(' �JQ IJJ _ Li .LT.i. On 1_ t : . , . 1— - -+rF+• • ' - .- rim, ; 'r , f+ - _ g + . , - err r #.•.�' .1 4s+ A.. LJ _ f ` ti■ F _ . ��. re____,If24 Ay- J : . r t il e _ . , ....cji 1,:. .2 S A a F yw", .• #• � ti'yta �i tf yL..•F s LJ r — • - — .. fit. * 1, . '�' • '1 # 1 F<k94 6 I 3 ,' . i IV OUTSIDE PAVED AREAS -'' * '#c'.4- MgriliP -ok• I Il - L r1.Iaaaar.AMr, FEW > PAVEDAREAS ' "MVPC1't •-f 1. Tr*Mail prom..rM.r low r..boomem o.raIy to 5 4 Pere milikWein In rRaexdrinoll EON itirkird OpReiwthai 041![111].. 0 r 1 i I I 0 P IIIVIV ��IMMEMINEMMINE '. -, ig --- 4., aw.Irl..� 2 '4' ' E. i -...f�..uFat ..!WWII .ar. r wal rn.,/ 2M e _, ! www•misimIs• Ar. ,A. La "' 1 li o...tisrF[o'Ii. I�AfiIMOIE , [ vv� PROFILE .f i..:l ig wonwri wr'Qawwa B. EMS INC SCRF#FOE .I .... ,; - — � C. MOO P.S.E. CE44ENT �"P PfRa�ET SFAS, i � ' � B. L TALL PRECAST An AiSt14EN RINGS OR .04 , / CONCRETE E L AS NECESSARY TO k1ATD-1 , , rFINAL GRADE ' - i {y •% I . l �y NOTES. . ,. THE ��{F5�1r{,r�c�t�E��-y€.y #p#lk�Llr E �y,f �#++}r[p#,I�c /Ta i +E CURREN wSr - ], 4 aEs SACK �F17C .} 4 (I UUM 3000-PS 28-DAY SWIM. e • 2. 1kl rE PTA+ OF' NEN FPS 24 1RCt1ES, A0J,IST MANl�10LE TO GRA E By iMS P1fNC A REY 14ANHOLE - ` BARREL SEC?1CIN E F 1 T E, CONE Aim EASING BARRELLU • .� a . b. - ? , „A UAL 3. ISTkIIENT RINGS/ B LO ALL SE-I pi 3 4r N ri-Si1lgltI K TF PLASTER swarm IIINS1DE AND OUT, !{ itura 4. STEPS OR RUNGS SIAL, CE ADDED AS !CEDED. I 5 .rarwn+F'■rr +IForlArlaovr. :M 1 I S. PRECAST +11O,X.r57111E#1T RINGS SHALL BE CAST YVITN mom TO ALLOW Fl it} Ns- d.LATIOH 0F SAFETY Lr,l r4►+,}MAW r.,r+��.i.a.....« 0. i10RT. R SHAL1. 9E PLACED BEPAE,EN EACH LEVEL. OF ADJUS EN7 C�ONMlt BLOckS, ACQUS.T F_NT RIMC I Li.i { 11 �_ """�--.""`_ TOP CF CONE SEC.1ON AND C-01TC+*4 OF IRON RING, �_L� AITOAel DAMN 7- E CON+M E rEklu R SEAL SW'.LL WEND TO 12 INCH 1 41�[UAl GR 2 INCHES EELOW THE SOTTO Gr= MAT POWINGThelda.THE atm V IS R E nun'CiS11c$l tff twill Ar; B.rA�rL waifs, 7a 11171 STANDARDPLAii-• U THE T C e WI ee=r a 01'i iiMT 1 .....iftirgeste a asai-ir 1SICALE. NW TO SCALE , OP.A.N, OY• S.L. � DETAIL; ST-02 �- L'U f I-os s nrusY. _ STRUCTURE ADJUSTMENT __.� 1 w i- ctn BATE: MEW ErY OATS:- r PE\ E R: *. -;=- `,* AND PERIMETER SEAL cn r3t-2013 BUCK EY c a # 01-20-2005 o I --- APPENDIX A - STA1+ibhRD Ew1nNG 2{}I t . - Li- I O - - — ., - • - ., !... . ...y..'WI it'll I."k.'.." ,f,,.,_• ..... ._., ,".,,..• — - --- • - -- --�. — I CN o • Lt.J pea-lee Illt 1oft loutta 110 I 44.4:?�r * �- 1 ha'inch or1h..Mega 7a 3oM1 MVO we ON iv ni t - do/Alvaow Mange('•rormd iy r 4!rg Imam I Ill:: 1 p+�llmn rngwrnrso.I n ase ai.I AN Ibrwi.rd Owreirmela+i. _I li - .' 7Mi 1 41.(1 I 1M �r aRr�«o Mom_ ,v. ti} 1-. 1 [s1+p1Ri>SIAwa • h t • r . 5 s a 6r Wslra b rpm Mali or I ACrGGf I rafts my kagsti Ir ii M v...x,`....,3; `R'1.- F'.!.. rt - '4, y, I y1DY�'t.f �_• mum 16FY'Q rr �'a F"� 1Ta may rare 1 to QROlN6 W! .' N.4.irt.' •ey, 9`. .- F. .' ,. . YY� iMF b *M R'n*at fa :yaw vMw -ail .'� _+ ., IfG LLID L :e iF , IMPAIR i,e*g ki mew AGE s1��a1.r ++�• • #47R7a! I xv*If"f :w v !WI!!�lY lr ar. 7S41 /r r`�`• '' f` +'NaNwRIMII1aUF �R leolu l+Md!Ii �[frtML. �— .� , , •, +.6}0/]7 'eer �7M mat CFCf�RR4 LF11wkf r *e W olll 1� RE/ •it41l16�a< .Jti., ,., .:'`.:. Xr.rixlai �{ri. M7�ROR1f fry■11Ui ISM • }': ' lAiiLTOa �'+` f • 111MMINI v M �Y�+ MIr7fFG17f W 1 r/ r iiTKOI • r, . ��..11__ IMMn wr'WPM sr. ri 0OA1P'{ST PM MA* 1/ ? rizmi of r-I'*MI 1.1"Vag 4 Yoe MAIL *-4,%,400 erosat =Me r+> M+o F 1►a� I ....-- CO IN 711 Aa1gmewa"MAP h I 111aauer ' r �+w ar�s+r rl..r.u�nwrws w.o .wa L�„ 1_ f l�� ''s.mar� IF lair I. IC F.s tvn -w. " Y LF�wa PawlrY 41E TO _ 4i1!i4IAMI I 0 WI V) r:. rum" Ire, f; ncuunonx; ra.+3 �* E .: 14 immornii y •l+=`��"'$ •C. `.�� 11 .E -.• - M I l�,,lr. `- {t, ''' _,r le .:ram'.+ O,1 :t1•7 y'r #+/ii #/ITrffyle7 ' ~-. ,we,e.o r i + '� 0. t .44. '•;414%t w�'z.. ddOM4�t�Ya F _ ~' !�� ANIS CMfwGa1[*R - •j?. a #'+f 'fS �.r�..+..,.�� - p iri..:r�r'-a A�RGtl.�Q-�rFi t .+ . • Wtrit - .wM..r�rwic i it OK P N BMA VIMI weal{: '" ice:kr + l'ITIV I,W '- - EVCOM i01.. h�°� ''� 't!..;,.i - o1DM 4D1�i OFft R>r3A. f71d1 y I M T MKS ca .mak ca War im....l a�L o- ryar ar �nrrra�cr ,�po w*ia r STAN MID PLAN 4 G.10.01 MTAN WD PLAN retiwa RI AB aIreIM IIR R +r7401v11:,v Th 95 . Y 1 us 1-•— 01.C•16 tins wrtror.O,hr M dYsa M+xrl .emu r v{�r MI iii*ZrlkMli 'IC runner 1IN?i Limra Dokra pwo mil y. -,__ _4 .n►� iirudFrrn� POMO iAf/bM N MOEN Pivot Swit=1W 3,72113 mi•r4 o C�O�lir!T CT1QN IntrwANIG r*rrrim. .r ,-i„F MICE eat T • ,C 5 OF C •... •, . - - ' - . _.- -- - -- - - -- .._.. =J-e • �• ---;_ - _ - -----su:.S`6;;-=a. ,.,fry.. f v.71 ,-...,--..- - -' w+ " PW 1 — —DEV . 5 ---) -0 4-2 52_4"----= --(--- Note 5' wide walkway BASIS OF BEAIfi easement per AFN Rebar Cop, Rebar Cop, 200404290125 Rebar & Cap, LS 8992 l # 9'46'58"E LS 29535 589`46'58' LS 8992 EI.=279.2 163.83 Drain Manhole 171.03 Survey Refer to erecord AF l of �4 1C}; � � EIcate .=273.4 y a Note storm water easement per 940i90111 4. AFN 200404290123 o ^' Skagit County Auditor ax Corner liesrithin stone retaining wall, Offset IEI.= 91 .0 monument set. Corner o Beats N70'561 8"E 3.96 u $ Notes 1. This survey has beer p'epored from in co^-ormance with the requirements of WAC 332.130, 'ax Fare 12467 Rebar & Cap, 38,671 q Ft Cast Iron LS 29535 2. The purpose of this survey hoe peen to locate and describe the existing boundaries of the below cited 0.89 Ac. Pipes paToeks, Li c EI.=279.3 cy) ? Refer to condominium Survey and Plans, Mariner Ridge, A Condominium. Auditor's File Number 200606120159. o , Retaining wi - 3. The description of Tax Parcel 124675 calls for "The tract of land labeled Duild rig A on Mariner's Ridge bEp c, wall ' a'? Sprinkler Condominium...* For the purpose of this survey it is assumed to mean ail that lona lying north of Portage 1 Hydrant Lane including the proposed footprint of "Building A." z Rebor 84 Cop, ii LS 29535 4. The description of Tax Parcel 124677 excepts "roadway," shown hereon as described on surrey per AFN Flo 19951128032. S89'43'36'W! lr..-�295.1 ���� 12 Vertical Datum , Elevations (EL.) ore reic`.ive to this site and not referenced to any datum. F M cn L• 2.88' Rebor & Cap. r. ..- ,_ . a l-. , ;,.r;rtiti on R=5g.Oct Ls 29535 --'- m Tax parcel T 4 6 75 Auditor's File Number (AFN 201407080040 SEE NOTE 3 Mariner Ridge -he tract of land labeled Building A on "Mariner's Ridge A Condominium", according to the Declaration recorded �n Rebar & Cap, Alas June 12. 2006, under Auditor's File No. 200606120160 and Survey Map and Plans recorded under Auditor's File o Tq LS 29535 No. 200606120159; and Declaration being amended by Auditor's File Nos. 200806190102 and 200901200023 Iebarc Cap. 1 , and said Map being amended by Auditor's File Na. 200806190101. co LS 19645 ul E1.=297.8 Tax Par J 46 Auditor's File Number 201108310041 Parcel A CO fr—&l—rn 1.5 Lots 15 through 20 and Lots 1 through 6, Block 36, "Kellogg and Ford's Addition to Anacortes," according to 'o I the plot thereof recorded in Volume 1 of Plats, page 41, records of Skagit County, Washington; 4o y LR_435+0b Together with vacated alley in Block 36, vacated in ordinance No. 2362 and attaches by operation of law; E 62.99' Except the North 12,12 feet of Lots 1 through 6 of said Block 36; R= 9.00 `'. Also Except that portion described as follows: °' + Beginning at a point on the West line of said Block 36 12.12 feet South of the Northwest corner thereof; I S1 '15'08"W 9.14 c" Thence S89'52'32ME, for 182,58 feet to on intersection with the East line of Block 36; Thence South along the kl Building B not built) East line thereof for 50 feet to a point 153.88 feet North of the Southeast corner thereof: Thence L-27.3 ' N89.52'.32"V,+ for 182_35 feet to the West line of said Block 6; Thence N00`32'37"4+! along the West line II _ _ _ ,R . „,.0 e -- thereof for 50 feet to the point of beginning, f N89'52`32'IN Also Except existing roadway which provides access to the Ridge Development. (SEE AFN 9607170027) Rebar & Cape / 22.01 LS 19645 Schedule of Eournenta N fN89.52'32"W 5.50 o N89'52132"Vif ' o 1 Refer to Guardian Northwest Title and Escrow Order No. 106722 >': . 2 7 al Building C (existing) AFN 737329 Water and Sewer agreement City of Anacortes to provide services Rebar & Cap, + acalted LS 29626 ) Stone AFN 9607170027 Access and Utility easements benefiting the "Ridge Condominium." 589'521324E 182.35 Entrance Post Rebar & Cap, AFN 9804240154 (See survey per AFN 94-1 1 901 1 1) easement in common area south of property iii 0 143.64 0 o :-' LS 29626 AFN 200105020111 Waterline easement in Common Area El,.---30 .6 El.=306.4 Refer to survey per AFN 200404290123 Landscape and water retention maintenance L=20.12' AFN 19951128032 AFN 200404290124 Parking and landscape agreement C R=44.50 edge of pavement I AFN 200404290125 Walkway easement in north feet of TPN 124675 14.61 ti cp .. AFN 200404290126 Storm water drainage in east 20 feet of Mariner's Ridge Villas AFN 200505 30147 Easement for Puget Sound Energy .//) 0 ° ;.....LA Rebar Cop. 03 C - q , . LS 22960, n c; Tax Parcel 124677 Corner Bears c 20,0 25,082Ft `, o N42'33'16"E 0.38 Sq fl Catch Basin CD rn 0.58 Ac. (elevations observed at cc--.ter of grate) L. N73'29'10"E 12,97 N00'1 '24"W I 11.06 7,, S89'5 '3 "E -' EL-326.2 181.63 Rebor $c Cap, Rebar & Cap, LS 29535 L 29626 Surveyor's CertificateReward f uirve r — Mariner's RId9e, A Condominium �r.srririrssrskx.•tix x x•3r .` ! ,4 This map correctly represents a survey made byme or FILE NAME: 1�t08-B90 +1 e-4 i � i' under my supervision in conformance with the Ste. fir< =50r-�•-- --- 4) 1 , 50 0 2 50 100 #p,f4*r - ",5 , requirements of the Survey Recording ordinc Act at the --- -,-.-.� � ,-� I�//�. : 0, `; s request of Allen Construction, Thomas L. Allen owner of DATE OF PLAN; 9-4-2014 r,� ► i ' 1.! DRAWN BY:-RFP 'Pioperty in Skagit County, Washington in September, PIS 1 inch = b(: xet f kx f 2014. F.B. No. 40 ' 1r il r �44-4. QUARTER SECTION TO't'HSHIP� P.MGE Ito #J9/ovi4 {45\\4whkl\\•\Y+++ri.it frN ; Certif'cote N -D NW 20 , 35N 1E t haimickgoiro$444447il+_ getfr Co, , 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 Duplex Residence Location: 2101 37th St. Owner: Allen Family Investments LC Constructed by: Allen Construction Building Permit #- BLD-2015-0538 Date issued: 11/12/2015 Use Zone: R-4A Dated: August 26 2016 Authorizing Official: ., City of Anacortes Invoice1Perrnit#: BLD-2015-0538 904 6th Street Applied date; 10f2012045 P,O_Box 47 - Issue date: 111'1 12015 ►` Anacortes, WA 93 1-0547 � �+ Expire date: 05/'fmoir ' `' (369) 93-1901 Job Address: 2101 37TH ST Permit Type; Single Family Residence Permit ANACORTES WA 9$221 Project APN: Remarks: East unit of duplex constructed to approved plans. Owner. ALLEN FAMILY INVESTMENTS LLC Contractor: ALLEN CONSTRUCTION Address: PO BOX 817 Address: PC BOX 817 ANACORTES WA 98221-08 1 7 ANACORTES WA 98221-0817 Phone; (360)293-7754 Phone: (360) 293-7754 License#: ALLENC'8721CP General information: Fees: Occupancy Group it--2 Pian Review Deposit 200,00 Use Zone R4A Building Permit Fee 1.144,96 1st Floor Square Footage 1216 Plan Review Fee 544,22 2nd Floor Square Footage 1184 Mechanical Permit Fees 77.20 Building Valualion 126400 Plumbing Perrnil Fee 104,00 #of Heat Pumps 1 State Building Code Fee 4.50 #of Bathtubs 1 Sewer Inspection Fee 50,00 #of Clothes Dryers 1 Storm Drain GFC-Residential 1.408_06 #of Clothes Washers 1 Park Impact Fee 515.00 # of Dishwashers 1 Traffic Impact Fee 900.00 #of Water Piping 1 Total Calculated: 5,047.93 # of Hose BIbbs 1 DepositstReceipts: 5.023.04 # of Kitchen Sinks 1 #of Lavatories 2 Total Due. — 24.89 of Range Hoods 1 #of Showers 1 # cf Ventrlatlon Fans 3 of Water heaters 1 #of Wale!. Closets 2 MIS PERMrT BECOMES NULL AND VOID IF WORD( OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 188 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF TOO DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK Ma 6E COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL-ME PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AMORIZED AGENT ISSUED BY o`�s y+t Public Works orks rco c • Engineering and Development Services Residential Inspection Address: Z 1 a 1— 1 ST Date* l q—I—l c� Owner AL►.� .F>a to5ear«.e.407'9 Ll c_ . Contractor. tk 1,t ranf ezy Ce.s. .os.0 • inspected by: yti.�its. 1. Water Meter Box 'firm and level to finished grade or backside of sidewalk elevation. and box undamaged. [Water meter and customer shutoff installed. I2.-'tTO debris, gccessibie—no landscape obstruction. ❑ Driveway installation has drive-over box and lid. Ertirstomer gate valve intact. 2--No leaks at connections. w ,a.areartar ❑ No cracks, damage, graffiti, footprints, finishing blemishes,or other objectionable • marks. If road frontage improvements: 0 Expansion joints every 15 feet and at driveways. • - ❑ Concrete has broom finish. ❑ No low spot at curb line, especially at driveway cut. Maximum grade change in 20 feet is'''4 inch. 3. Sidewalk 9�.18�oracks, damage, graffiti, footprints, finishing blemishes, or other objectionable ' lS ADA compliant 1 percent slope to curb. • • If road frontage improvements: ❑ Expansion joints every 15 feet and at driveways. ❑ Concrete has broom finish 4. Driveway Approaches Er- o tracks, damage, graffiti, footprints, finishing blemishes, or other objectionable ADA compliant. ❑ No-cracks, blemishes. - - - - if road or alley Improvements: ❑ Received proctor and sieve analysis of ballast, crushed rock, and asphalt. Received passing materials testing reports for sub-grade, ballast, crushed rock, and asphalt. r- Received tonnage tickets consistent with required thickness per approved plans. 6. Sanitary Sewer nspaction card signed off and/or verif d in Building Department database- t As-built record filed in the address file. - ---- - r rew cap{s) installed on clean-out(s). - �ear�-eu# sj set at finished grade, " - - - T. torrn�9J ina ge El Inspection card signed off and/or v_e rafiedinn Building Department database. _ wilt record filed in address tile. - - - F. Not blocked or diverted to adjacent parcel. 8. Public ttties Out of Traveled Way - - —- '. Crete collars around City utilities. -Final grading ok. - - testored to prior condition or better. - - - - - - 9. Landscape D Bonded for completion at later date. - - - - - Verified against approved landscape plan: C3i . 11. - - r�s Ilation. [ and quantity of plants- -�- - Ead or seed in place. 13-RM-barrier (receipt filed). 10. Erosion Control Measures [B s removed. ris removed. Site dean. -Permanent vegetation established. --- 57 a {} r r�-I{ lav rr _ rs•�y�,,1 1 ' 0/ �[M� 1 r /��/jy0. y0�yf���•y I arts � .!r 3 lb a Ma VS-l.f� �. CA' - T+7'+ri�•1 —OS glyGy?Ia /J I Wan a, r4. 'it a' "! C' [df'011 MI .,' }^0 r—{ _^+f d'—Y t. • 1 „,,.a IfrPy i 0.r Yr• I 4�r 0•r In a rAV. i 1 A rAV q t• E`I ....TeX ail^ ,I{r_ r'Y�Yk`, , 1 a 7 .7 y, Hi %Mir n. I»Li. I»TY 4y, lIr11 I j r'il �1Y' 2.40 _S =� �-_ 4 r I i i I M y ,r4,- 27 to% �M vs.24. Cat M We. 7.1t OL I>'ro' t`�• tl u Ga�+ �. v i ,+n i^ TY' M'-r" �, I/70P-f7-t"NUGu. 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J • I II t - PROJECT SURVEYOR PRat= • rAmew x I' 1lifer ' j <"'41.•i"^•r 1 i /w 'Nast`tim "" i / i ✓ I / �8 'i edwt Patl. KS' WATdt MAN YHA 1 pp 1 1", ,�' ..1i __. �t a`^' ' - L� 'i JOd3Te MtWICIAtl e 1YIl, Inl 01it 'iIh—t I _r. ; • • o,� 1 1 { i ' U. tern:rare. PA e6261 TAMORAn _ �. I 1.�� Y+41„ ./ii '�! .: Aso ,. .A'7DDinar7 - r •� I I/i e z TESTING FIRM ROADOMINNE eUITOHOSETRNCr.IME — aw10], � Ie sc t 1 flj{}lyl 11,7: >I•, . ✓ f� • { I • -- Wwwr nv PLAT MRDDMY IAE 110 t�h^ n - , •�.s •� s [� STQPfn i�' - • ` r•� e L.- '5.0.1o5.fe60 -.._ OLOosA I I G * • •, - - / • � �'- / E ��tY • / MAJOR DESIGN CONTOUR—CESCL MINORv IG/coMOurt pile,' cA = .e f Ct .. y © r. i _.„ -. \/ ✓' -*. .r�'' .-- so.•rrojeet G.trrwe• MAJOR COSSINC CONTOUR— — — — _ aWA' f. Cot Ne. O12151116 MAW COOING CONSOUR --- rac �•ia'D..w - <.c» - bQ — - .t. _ ' LEGAL DESCRIPTION CROW ��rrj—= — as;, -iii -, -•a / *3=i` ,.r -? =I: 4 wAu. 4 // / i SUUEIWO10 ♦ Imagers-alma - .Tir ,. :_ .' / n _+ till ?= Ehtl. _93 � .m _ •• { ! / rtROd1RRE 1rT11 / . . Red property haw Cowes dSmpt,SW+a of Woainptat Emoted as 0.Yvwc Imo gas -I nag-rrT� - 1 Wk.-Earl-PA ,•..-V r: so-nza• _- ••'• * '� _ i/ 1 1- y PARCKAZ t**3 %�• -.L' --T r'_ k' =�yri=r - : �' Sam=.err .' �_'>/ - /�� ton 16 eTauOh'm ofre fat 1 teotrDll 0.thock 36,•IalOG6 MO POROS AOOflgN TO - �f- I. r, (}'' -1(.a•i / •: ± ..` =T {l +� - - &, +Sri- d-i ~- _ • ANACORTEEt accaoi ra t the plat Manx"recorded In Wire 1 of Not Pogo al.nicords C_'-_�^ Nils 5`FFa312.25 / �Ts UJJITS 8�8 - .F_'s / E, r� U • 9&10' It t-- - t -- Wood CaAty ti��_ ;,.j ',+ . F 31225. 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WON Tra Neer nvfeM dlml 6ofadd Dock -TOLer stews:sat ,,.tr^-'• ••• ._ s-2'� ,e,s7.- '., A. n itxotpr caxcnlrn.usxwnppft ,• �^r:�� R - �� i -iR l ' 1 �.'7 /' ��•'-�S• •_,' '�'.•� �•• '— A:SOOtC®ruNlpaoond salt JosMc.+c COAKCT' 10.11-Ia Ill_= -Y.•�• .T.f CIE *- =�dwt .� r S. �- a _��' "i �-/ �� - -^-- - - - - _ 111 hayrri V of a poll on be Welt Ira of eob Hark 35. 1212 NM sa.t et the NCRRwnr ,-_E!- �T•-1= oss,= J _ / '-�A� .t_ I� / fwOtyhge - 1- -.� w. - Il t_ =-u� -• et •�= y� E I•�'.:., �I / yowl Cotner*seat t . 1 rr I �'7� l Yx�a- / r ,•�..5 •. • J .=wr- -L- - :, -0+ et /' - - - Ui Thence totm6Y62a2'for to 1LOS6 lent to on enwr„w.IR.n with fa East sno OE Hock 36• irLI 1 L 1 4 .T3..: / Q•, ,� - .c JAy ,I, /' '•�/• •� , / /cERRS __ _ _ _ TTenco twin along ere fail Iho fnoroo!Ter w TOM w o po1n1 lease NOT North or rho iy ‘ y 7' A \/ r1�-.1—R'' / e / •� - E 1 / - / `. . 1 / .---1-- -- — — — SONhwastcoma•ueraOt, kI ;j5 .\• �.1C��i •� <17�+ c ?. ✓/C 'c,. -r� f% _dr./.� /)� L_-.0�3.'3 `.--f // // / _ - a - ThenceNorm63"511rWatbe182S5tootroMeWe*lieetmidBO*36: j ,-•V =2 -\ ` `` . _ Dora Nam taster Wesdwq Ow Wet Una need for 60Uagb toseri oftepmhg: 11 t :: \�`��y v, \. �Z„r _ a - • I - --- I,�/ / / / �wr r .. _._-. ....._ - ..-^ .—. _ ill ~ ` - 1,tYvifr ' ivii W 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 Duplex Residence Location: 2101 37th St. Owner. Allen Family Investments LC Constructed by Allen Construction Building Permit#: BLD-2015-0538 Date issued. 11/12/2015 Use Zone R-4A Dated: August 26 2016 Authorizing Official: &AAatCr 1cratkIS 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 Duplex Residence Location: 2103 37th St. Owner Allen Family Investments LC Constructed by: Allen Construction Building Permit #: BLD-2015-0540 Date issued' 11/12/2015 Use Zone: R-4A Dated: August 26 2016 Authorizing Official: O0teOt1 ._- 0 Cityof Anacortes Invoice/Permit : [LLD-2015-0540 ? $ 904 6th Street Applied date: 10120/2015 P.O. 47 Issue dale: 11/12/2015 •'CO3! Anacortes, WA 98221-0547 Expire date: 0 40I2017 { (360) 93-1901 Job Address: 2103 37T1 ST Permit Type: Single Family Residence Permil ANACORTES WA 98221 Project: APN: Remarks: West unit of new duplex constructed per approved plans. Owner: ALLEN FAMILY INVESTMENTS LLC Contractor: ALLEN CONSTRUCTION Address: PO BOX 817 Address: PO Box 817 ANACORTES WA 98221-0817 ANACORTES WA 98221-0817 Phone: (360)293-T 754 Phone: (360)293-7754 License#; ALLEIIC•872KP General information: Fees: Ots tpancy°coup it-2 Plan Review Deposit 200.00 Use Zone R-4A Building Permit Fee 1,144.95 1st Floor Square Footage 1216 Plan Review Fee 544,22 2nd Floor Square Footage 1180 Mechanical Fermi Fees 77.20 Building Valuation 126400 Plumbing Permit Fee 104.00 #of Heal Pumps 1 Stale Building Code Fee 4_50 #Of Bathtubs 1 Sewer Inspection Fee 50_00 #of Clothes Dryers i Storm Drain GFC-Residential 1,40&oe #of Clothes Washers i Park Impact Fee 615.00 #of Dishwashers 1 Traffic Impact Fee 900.00 #of Water Piping 1 Tote] Calculeeted= 5,047.13 #of Hose Blbbs 1 Deposits/Receipts: 5,023.04 #of Kitchen Sinks 1 # of L.svetories a Total Due: 24,89 #of Range Hoods 1 #of Showers 1 #of Ventilation Fans 3 #of Water heaters 1 #of Water Closets 2 THIS PERMT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION .AUTHORIZED IS NOT COMMENCED WITHIN in DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED_ I HEREBY CERTIFY THAT I I-I/WE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE ANC CORRECT ALL PROVISIONS Or LAWS AND ORDINANCES GOVERNING THIS TYPE Or WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF.A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS Of ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION_ SsGNATI..IRE OF OWNER OR AUTHORIZED AGENT ISSUED BY v Y: ri Public V V 1f orks w Roar Engineering and Development Services Residential Inspection Address: Z t ens.. b . S7 Date: I ch f-it. Owner: IliLbt.to F,nwAc..e) wketar-5 Lc.c.. • Contractor ux,a cold sit QU_exts,QkJ _ Inspected by: �Att Wk :am eib►aar7. 1. Water Meter Box rfirm and level to finished grade or backside of sidewalk elevation. Lidand box undamaged [Water meter and customer shutoff installed. ls. Eraccessrble-no landscape obstruction. ❑ D ' y installation has drive-over box and lid. rimer gate valve intact. No leaks at connections. vaf DU IJ1, 2. OLD ai.d Cutler ! ❑ No cracks,damage, graffiti, footprints, finishing blemishes, or other objectionable marks. if road frontage improvements: ❑ Expansion Joints every 15 feet and at driveways. ❑ Concrete has broom finish. ❑ No low spot at curb line, especially at driveway cut. Maximum grade change In 20 feet is % inch. • 3. Sidewalk cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks C3'ADA compliant- 1 percent slope to curb. - If road frontage improvements: ❑ Expansion joints every 15 feet and at driveways. y ❑ Concrete has broom finish . v 4- -4icernreway-Approaches . cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable rks. ❑ ADA compliant. yr YYY��= 1 +5 t et ❑ No cracks, blemishes. If road or alley improvements: ❑ Received proctor and sieve analysis of ballast, crushed rock, and asphalt. 1-1 Received passing materials testing! reports for sub-grade, ballast, crushed rock, and asphalt, Received tonnage tickets consistent with required thickness per approved ▪ plans. G. Sanitar wer ❑ bction card signed off andlor verified in Building Department database- - u#It record filed in the address file. _ rew cap(s) installed on clean-outs), Lean-outs) set at finished grade, 7. Storm Drainage - --- -pspection card signed off andlor verified in Building Department database. built record filed in address file. - - —P7165-lot blocked or diverted to adjacent parcel_ - - B. Public Utilities Out of Traveled Way [ncrete collars around pity utilities. - -al grading ok_ _ - -Restored to prior condition or better. - 9. Landscape ❑ Bonded for completion at later date. _ _ - erified against approved landscape plan:C - - - - ❑ allation. Type and quantity of plants - - Erod or seed in place. - _ ee+t•'be ierireeoli t filed). to. Erosion Control Measures 01Ps r+e[rove€i_ _ - _ [5` ll debris removed. Site clean. rrnanent vegetation established. - - - -T n y" • y. r�y �}—S�r• r n%W Astro rroi 1 OE"' VECK P i Y'_ IT Prt . 7 RY+-740'+ tot (LMV,p4q —Ye S'6' tI °IV I °ylP:asf rZa* IV rr,,e°vx•aa Iq . or nr�u v« MP r .. kl•••-.-1,1-1'..— tr.T ' ei' I r'r wo'av°•aaw <eNtt <'aSe 1 7.y I I sr 9MilreTh L r n.,s, nta•. 11►.. r/a'ew� ......4n.ao M. Iv.a a+ «.vau w+w rT r�• 8'I �,., I .� ^ Q'�"df.6� by . ,;.." ' fp Q yy���� I/Tp�Oy�r OG A'�N�4.H'iw _ �_+ �, g. is4 7f71t, ifA�gotl rtr4G(Rir:G �e tj E ta,7• O.o9 4 1 J 17*. rir- -S•T Rf t� /Y ar,Oa.R'NUGw I I ,I,�, v am v T r p y° tow 1 y° I « �. v % y ,O a ® •1y°� C vad' yo u,�:� ice. yo a y Pt. r I tr NOfS: ii m ¢ Dw aa' t '..G1( » `�of I E. PO4Wt I ar� a - +'+° r �. ssrx'mx 1 I((�v-Y 5' v J�'-f-V, 1 4 � ra„ **—/2.4n sp 7•d/' r4.y--°..�"— 4,^„ MOS i raltra' Iaa4• .� C \ ` g p 6A1H ia•e}' I ■ I ' SpCO � I © I I- y- +'ar - i •_ it r, 145 ern �lJ °� s-r^ Y ' 4 1- f' a ° y ��' p.y f3?20' >S '�i y M !$ �''.—.. 1 1•-r�r-� �L 1'� ✓`741•-f rax�xu y+ ' b �p ih d, M �b ® R; s't "'"04 --yn . Q wil�_'nerr H MV& A ' Ir,e a di• J -iA g.,--. Ir Is'°fff i'a" ' ttII fOI. r L3� �N1 +I• ) �NI m • 5' fnra. cm.apt. I I 4s d•l"Ctm H +}I tyi Sys • ' t•I/o•. ,rm'awx 0pr, 51 a.dve•MUM b.. r R' I �'. g T, �. rAy, 4• C. 7Zd'. is e . h_ > r '� W. \t T f 'AV. ..-., ,�_ a5c9Ku r 4° L� y elk o .1 AL - . ` .rx I i rmor 1 I T-0'• 6.44. t!¢• T d I +III 1 U'..I._____ _t—yi/.._�H'4, .^'a•T M■ Vi r4!^.'4fr "r•-r•-"St tit „7 'ST . .`7 ""iillll _ it °•sk red', r4.. °4' UPPER FLO 1. PLAN i / In, F+,P:h LIVID fl A PEE tW5Q.ff.-- 562 MAIN FLOOR' f L/1\ NI..2tflX1ER10EOIPLEXWk1582s4Mt OORWALI.EXCEPfASt�VfEV, m I V . 440 02 Cr t7EAM OW6' Da a.m. i"` WIN FLOOR L14WmAMEEMtf50.ft,- 595 x >< 2 yr ,a « � royirrA `" LnM AttAmgLW TX/4..50 ff.- 1157 Ora 2 DF?ENO OVEEn l Qn EExsErt ?rmoE e WittChhS tracery. �• S PAW WAIL •i 2) 2x0 5TA6 D 51W MI5 w/ 1/2_"Q¢✓G r xe<�, ,+ I55O.Ff. C4AZWFEEWtf- Ilbx a°.mrie�esz--wins VD'-I'(Carromix) 2�1 5ECSI DETWEENw/ E5MU..JNDOiI' MI5w/ 5/8"6W9ON 27 a34"PM SPi-»5uft6V1"-I't[ana > as NM L1VN6 OM .A '" • P MIN61.1/2JwW 0140n5 MAN & l r 'LOOk PLANS Pox waft 4 /` iirt 'n I ° ° ° vaxmay02" {OM /+Lr L. r i ALL WIWON5 vary. I�D/N17TE/w/ 01 fJ7 �E55 to 51e & ' DI AVM t �. IAfY t CQaN TOM �Ctt5+„miuu Y BHkf0r3 fiJ WE Iv PANEL 4 124667 MiAt 41(i?702.233) ` POLS SO: 1WO MU Viel.L4 12502.5 cows-norm f0 C01&tY Writs AZ Nrs * EXitOE W 5 NON-1 Ht PEE 1AU. E5021(1) LGth'.,5116 8 FAP/4.CULDI CGVES Din wt s SY:f3wCE Ri15fk7 DATE. 0*/22✓15 • 6L1211EQCV OF THE NW 1/4 OF' SECTION 25, TOWNSHIP 35 NCRTN, RANGE Of EAST, W.M. Lswur-ten . . • ,slAuembVl L__, / i- Ejv' _ / w , tria /w7 � �w-mo _Pei MTN bit CT / �x.— r . r—. mo _ � / Pit —• / acs!--ir Prints 4t2 ! rd1At411�61ROQ — • r`�ti ` 'g•1 wyw� ddlaKrrooaY.lmw ! ! • • G ;i-.r j Wt ..�.._ 0t}; $ • N.aemtoeAarot • / Zt • v } .s':Y':�1 i� ♦ a (�Va ekwcnw`aawi mumta aM'4 I / �j ▪ .�. g,5�" s-4 1.. t 1-• cceP"itactiqp} ,'�'r m.lorly ! /I�'�xwwllremu / /'� `/ Y 1 y } a�� awva ! .. 1'�. ' •�'.y ',wtKn4M�3��� -caP� 1, c/ .l�F) [ r" yyg�� ,•s� ;/ Wau+sEw+c.ai Pass a a l."31OF 'Slnj[- 1 ;.J[ �,JI� ISSN -C `� ` _• Wag 6`"�" X aq'6i•ripso sal �seji. oail! / ♦ /�/W ��� '..t UID.rSI ArLtletAX1 > '1' �Q�a- `'1y�1 :( - .Man � �V �!D' -J d •/ ("Zit retir • v1u+11vrAAr SV1fNR1lALt1W _��,� -� xr�` iP� �.' ,r \ 8 �.hNPtSCfi le'r f _ (� I8171 I1eti/rLuK[Ld .. / .r l ?war V I ` o F �. 7D� .A • h', a "" •y�{(.�i`!`- Cr-. �u...fl, . .r 1aQ as •. / it \ ''' G'l ' �•r \ n,.. •- •, - i' .l i �. . / / {} 1a ��y1r E•e.- - n•r.u, a`301-4 . re?Aal U IN 21/11 I lw :I 1 Ni' __ I. _.r...:_�... y.q,_.._ .T �Yy _ _ / a 1 . n SITE INFORMATION G a trii xn+e Ir11111A11111E111!'J 11 I�Illlfv (. \ • Pir you ea.A,is.,,e j 1111'1maier I111NIImumi a-eme --- --- s1c AGGRESS: Ste a o-Aw+UL AnACCR e& M, �ti'•' .,.=mc scemosro 1'3 J DintRIIIJ IWll!alifil InII • `•• I / - - ) 4-r I ' \j ' TAX b IUUseRS: M24651 e;r.ywnsa.e WCl/2 / / 3 iI1111Llllllairlatili[1 ie tt / / I " GAUNT : Awor.st.,SSW Met NA MI .u2w y+u%.. "Ie�+ r=z '"�tris I i '/r is I1A1�1,i1fr111U ItIlly 1111�1 _`x / ////�! •1r um[?MOM a re..awl ,�q .ata ..•,[:.. •• - }� '� {` rsj�ota3'>DCT. (1e221) [.� h,t..-.-we1S.. �,,.t 1>> rl 7 . �kl r I'. <�1 �,. I �` F '�' »a;-y - - / / 1 1 1 �, 308J5 ()1 ♦ / • Mr eHewebbt laz“ ""r+t+lwTs I I ! �I..0 I ry .. [ ' I ?. „ / // _ [ f OW ER aH.eer<. C.t;hNc gip: ;'t.A:Lt. R� I ;�.) •i itg 'fit�'1y,.� i , 1`�+I \* ' _// —ir/ �i �'(1� 1 _ 3i.. MwI P��Rr MwemntA at AdAT` _Y ._._-_� �J "' /.a� 1 ' f 4 - -�.. / _ rsoom.rera Dos 117 A 51Mt21-aNY �►AJFSS .._.. M I \ ar. i` r P..ll I 1 't i2! 1 .__,.-.�.- _. _ . . ' / 2 r.. 4 1• +{ ssowtl7 r it / • i ./ " / • • — re i l 1 37 APPLICANT C'1 P 4'/ 1. / _ l r • / ,< . 1 l AMP rawly laNstmenTa.TIC Angara.WA$ 1�17 I .. 1• , • 1 ., I . . -I l�-- ,to .'.. ' .' /, i.r ... f 1 • PROJECT ENGINEER I 1111�Il11611%IO�11 �IllIlI�I1111�1t#FI - \ `'• - / % � // 1 / I z ,'��k Ft a 1111■I111➢/IIIIIIIl11ll�11111/11111 :►* -- ....../ ` / • _ 11 i »o Box tles MAP KEY f 11.IIuRIfLUu1L■11/VMil . • IS % - eo°eaii2eWA ve221 avorExEVA2h7d1DLSGKSURFI 1 CI "$r ;! .9�U11U/111 UN 3&4 Ilssi11111 ear `~"''� 'l_.r , " / y/ �} --/ i ' CONTACT PERSON P conk 12;ARsan 0 Sot rat 10 • „ I 1 t.1_/ fit Star r sToriT WA1Dl A@R - UNTIQ �,44 1 ,y14..,11 1 I 1 ILL / r Y •..,_. 1 t!' 1' ft. {J... .'.I . /♦ ad .'... !n wn /. . ! .. �r y� PROJECT SURVEYOR b'mfpa , fa.: pp l .I e1, _:1 II .".eftw �o , , . •/ /✓ (!J / { / J8 Reset Parr" PIS WAXER MAN VALVE • I. ILL f ' ' f 44 �' r1ww , I e I at ME % 1;La i •JiIII r. • . I ....- PO lda.r i� Mar seat rAXoaow � f�,,;,} '^w` -� e TESTING FIRM ROADOM:RCM — oaoloa ;l JI, �1 •kin.v_Ir,,,`_I `J� aK2r0o < � Q'l // / I MA>luIK41FsTNG NC BUILDNa SMACK IMF � tVP:: IF ' G• 2a I II_.Ih m • , +- �/•lmilisea.•. •� I i ' Mani Veneer. WA FIAT BOUNDARY IRE 1dCa 01 ' �I 1' l7• 1 Sr+ _ Se0.766.1p3o MAJOR DAICN COMOUR— on... J .'L4u ^ _ / ?� m- ar «R r „S • // • T CESCL AtN'OR DWGNCOXIOUR - psCttuF3't <ie AR'lC2DWJ C"CO4 OUt �- idCaer Øf ; r ' -L�•�1 ! '�� '•s � �►-r9" •- > _. Aa. • ie� r 4 Pr ,,✓ '�1• •r LEGAL DESCRIPTION O°m' Tant`- t1ae ,1a / r1 Ii �4 -a '' y„f //I 1a • � ��� ' S• - 1 ! ��7 = I , _or 1dd1� ' y "'.� L. '_. .: , �.. COOROMPI .� A' Ran progeny hI?noCanryd4oCrt.Sbtoariaxwpnn,dwotodablows lnalseaA I arc is!..��w Isi. '.• ` ^�,. rr�ri =+� n .�._. SpAON2.a5 r + i �. 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