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1541 10TH PL N.PDF1541 10TH PL N �7- MON BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR: CRITICAL AREAS: �� —'7� DETERMINATION: ❑ Conditional Waiver Study Required ❑ Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) SOILS REPORT DATED: STREET USE / ENCROACHMENT PERMIT WATER METER TAP CARD DATED: OTHER: LATEMPTSTsTorms\Street File Checklist.doc ~•, = •, • CA File No: �d2' Riticall Areas Checklist Site Information (soils/topography/hydrology%vegetation) 1. Site Address/Location: 1SS1 loth 011. 0 66,rr►d5 2. Property Tax Account Number: _1 U lb 3 4 D 8 e o s o L 3. Approximate Site Size (acres or square feet): • 7 3 4. Is this site currently developed? ✓yes; no. If yes; how is site developed? 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet . over a horizontal distance of 66-feet). Hilly: slopes present .on site of more than 15% and less than 30% ( a vertical rise of 10-feet over a horizontal distance of 33 to.66-feet). Steep: grades of greater than 30.% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. ' Site contains areas of year-round standing water: 40 ; Approx. Depth: 7. Site contains areas of seasonal standing water:_ ; Approx. Depth: What season(s) of the year? . 8. Site is in the floodwaylM,or+ floodplain of a water course. 9. con a eek or an area where wafter flows across the grounds surface? Flows are year-round? o n Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ; mea w ; shrubs ; mixed urban landscaped (lawnshrubs etc) 11: Obvious wetland is present on site: Yl 0 Critical Areas Checklist.doe/3.19.2001 y City of Edmonds Critical Areas Determination Applicant: Emoke Rock Determination #: CA-0243 Site Location: 1551 101h Pl. N Property Tax Acct #: 1327 034 080 00 06 Project Description: Non -Project Specific. Determination: Study Required: During review and inspection of the subject site, it was found that the site appears to contain and/or is adjacent to a number of critical areas, including possible wetland soils and vegetation pursuant to Chapter 20.15B of the Edmonds Community Development Code (ECDC). Based on these findings, prior to submission of any development permit, you will be required satisfy the requirements of ECDC 20.15B by completing the following: Possible Stream/Wetland: My site investigation has shown that the site could possibly contain wetland soils and vegetation that are part of a stream. Based on the above findings, a Critical Areas Study is required to determine the hydrology of the area and to delineate the approximate boundaries of any stream and/or wetland and identify its buffers. The required qualified critical areas consultant needed to perform the study shall be a specialist in wetland biology and/or streams with a minimum of two years' field experience with streams in the Pacific Northwest. All critical areas studies shall be performed as three party agreements with the city selecting the consultant and the property owner or applicant paying the fees. The qualified critical areas consultant shall perform the following: 1. Classify the stream/wetland. 2. Physically mark the top of the bank of the stream and/or wetland. 3. Map. the stream/wetland location. (see ECDC 20.15B). The land surveyor licensed by the State of Washington shall perform the following: 1. Determine the building setback from the buffer (required setback is 15 feet). 2. Create a map showing the stream/wetland, the buffer and the building setback. If the results of the Critical Areas Study determine that the lot may not be developed, the applicant may apply for a Reasonable Use Exception and Variance pursuant to ECDC 20.15B.170A and 20.15B.040C). Name Signature Date _, 0 F E.Di,,,^ ti t11 NEW HOUSE 7s A7 4� �C❑PPER, 3' DEEP 10 PROPERTY PI� L @ 19,5' z O POLY W/TRACER �F'O 2-1/4', 200 PSI CITY OF EDMONDS WATERLINE AS -BUILT ADDRESS 1HOMEOWNER 1541 — 10th Place North CONTRACTOR Pacific Emerald Homes, Inc. DATE DRAWN 8-26-04 BY K. Haney SCALE N TS WATERLINE NO, 2004-0417 ENGINEERING REPORT and INFILTRATION TRENCH DESIGN FOR PACIFIC EMERALD HOMES 15XX 10T" Place N. Edmonds, Washington April 2004 op of WA 38508 ' ly ISTER`�9 ` ?D f EXPIRES 8/17/ G Prepared by: Robert L. Long ■ Cmmo EN GIN EERB 1 8 U P V E Y O N 8 Z Lovell-Sauerland & Associates 19400 33rd Avenue W. Suite 200 Lynnwood, Washington 98036 LSA No. 4630 Pacific Emerald Homes I01h Place N. Introduction This summary report provides site design information for the proposed lot -development for Pacific Emerald Homes. It includes storm drainage(infiltration) and grading analysis to support to the construction of a single family residence. The property is located at 15xx 10 Place N. in the southeast 1/4 of Section 13, T 27 N, R 3 E, W.M. Applicant/Owner Site Address: Pacific Emerald Homes, Inc 15xx 101h Place N. c/o Sigve Helleren Edmonds, WA 98020 PO Box 822 Edmonds, WA 98020 Tax Parcel Number. 2703,13-004-130-00 (425) 640-6054 TABLE OF CONTENTS NUMBER OF SECTION CONTENTS PAGES A. Project Summary ........................................... 2 B. Site Plan 1 C. Parcel (Vicinity) Map ........................... ............ 1 D. Infiltration Sizing Calculations and Guidelines ..................... 3 E. Percolation Rate Calculations and Map .......................... 2 F. Soils Map and Description .......... 2 Lovell-Sauerland and Associates Pacific Emerald Homes April 2004 ■ CN!N Z 10th Place N. LSA No. 4630 1 1 1 H Site Development Summary Drainage Improvement Design: A new proposed residence is proposed to be constructed on an existing 12,152 sf lot. The existing vacant lot is open grass lawn with surrounding landscaping. Fruitdale Creek runs westerly just north of the site. To mitigate the development of the site, an infiltration system will be installed to control the drainage runoff from the impervious surfaces. All on -site impervious surfaces are proposed to be collected and routed to the on -site infiltration system. A 6" overflow pipe will provide a discharge outlet if the infiltration system reaches capacity (to prevent flooding). Listed below is a summary of the infiltration trench design. Infiltration Trench Design: The on -site infiltration trench is to be constructed per the City of Edmonds' standard practices. The length of the trench is dependant upon the measured infiltration rate of the native soils and the collection area conveyed to the individual trench. SCS soil survey designates the area soils as an Alderwood-Urban land complex (#5- type C) soil. SCS defines the Alderwood- Urban land complex as a mixture of multiple types of soils, including Alderwood, Everett and Norms soils. General soil characteristic can vary greatly Aue to the variation of multiple pockets of soil types (see attached description). Two test pits, in the area of the proposed infiltration trench were explored on -site. The soils found in the pits was medium sand. Thus, confirming the SCS description of an Everett (#18- type A) soil. Two test pit percolation trials were completed on the soil to determine the on -site percolation rate (see attached calculations). Using the City's design criteria (currently the 1990 King County manual, section 4.5), a required trench length was computed. A length of 50 feet of 4 feet deep, 4 feet wide trench was determined to fully infiltrate the 100-year design storm (P,00). See attached calculations. Site Area Summary: Total Site Area = 12,152 sf Proposed Impervious = 6,400 sf House+garage = 3,500 sf Driveway = 2,700 sf Deck, Patio, & Walkway = 200 Lovell-Sauerland and Associates April 2004 Pacific Emerald Homes 10th Place N. LSA No. 4630 A _' 1 1 1 u it H Grading and Erosion Control: This project will require grading to raze the existing house and construct the proposed single family resident development. Standard erosion control measures are proposed to be used during construction. The primary erosion and sediment control BMP during construction will be proper soil stabilization methods. Exposed soils shall be stabilized by application --of effective bmp's that protect the soil from the erosive forces of raindrops, flowing water, and wind. Applicable practices include, but not limited to, temporary and permanent seeding, sodding, mulching, plastic covering, erosion control fabrics, matting, soil application of polyacrylamide (pam) , the early application of gravel base on areas to be paved, and dust control. The contractor shall select a soil stabilization method best suited for the particular situation. Stock piles must be stabilized and protected with sediment trapping measures. In addition, site containment of exposed soils shall be sustained by using silt fence barriers along the down -slope boundaries of the site's disturbance areas. See the site development plan for details. Estimated grading calculations: Minimal project grading is expected due to the relatively flat site. The following grading quantity estimations were calculated using a computer modeling program within the AutoCAD computer drawing. The calculations are approximate. The quantities listed are for the permitting process only and should not be considered precise amounts for bidding purposes. The estimated grading quantities are: The following grading quantity estimations were calculated using a TIN -TIN surface area calculations within the AutoCAD software. Pacific Emerald Homes - 4630 Site Volume Table: Unadjusted Site: 4630 Stratum: grading qty eg fg Cut yards Fill Net yards yards Method 153 129 153 130 Approximate Fill: 200 CY Approximate Cut: 200 CY 24 (C) Composite 23 (C) End area Conclusion: Included in the site development construction plans are specific grading and drainage improvement notes and details. With proper installation, maintenance and inspections of the proposed construction the project should have minimal impact to the surrounding environment. Lovell-Sauerland and Associates Pacific Emerald Homes _r April 2004 ■ C!W"Z 10th Place N. ��' LSA No. 4630 A -� SILT CLEARING 6" PVC OVERFLOW C.B. FIELD LOCATE AROUND . EJOSTING VEGETATION. TYPE 1-CB TOP=486.0 IE- 481.0 8" PERF 5 N 7 FND REBAR h CAP '1. 12• CONC ly4j "R 13461 SE iE-487-80 :'b --10' BSOL— -- ( s - -- ---- TVPE 1 CB PARCEL B / TOP -46s.o / 4 IE- W.0 8- IM. -OND 481.0 PERF. IE- 4810 6 ,MAIN SS IE-4858J FLOOR // R ... ..'\ _� - FF 4KO ,// !0 _50 FT. INFILTRATION TRENCH (SEE DETAIL) ti \ GARAGE FF-0 48ze7 -_ -- y PARCEL A .- F �•• . : - -3-,.. Try .-- - �ti,yyy > O / o? \\� CA C.B. INLET C13 a - TOP-4870 - .-- .-_ _ Z. / ` IE - 484.0. 8" OUT >p- \ dy ..(93 SSC0#1 TOP - 488.60 tE - 484.67 �b�• `� `. e FIELD VARIFlE EX. r `0�.. SEWER MAIN ELEV.\ 07 SSMN-A pp RIM-494.28 INSTALL TENPORARY GRAVEL n♦ � WEBS IE-483.82 • CONSTRUCTION ENTRANCE / 4 i SSC0#1 TOP - 494.2 IE - 48J.75 \-\ / 2 FIELD VARIFIE EX. SEWER MAIN ELEV. �'-'0*� �• 3/4* WATER METER CONNECT PER CITY STANDARDS e /4 SS V.- t483.5 FIELD VMAIFlE EX. SEWER MAIN ELEV. 6 4�' CONNECT PER CITY STANDARDS _ yo Site Plan Lovell-Sauerland and Associates _. 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I 02 73b1i%ST.-:S91L--------- 04 r -.., 8 j - — — 58 0 a t j ` i t •BRAE:-KEFd_LAN0tN6- Fit v 24 /9 t a 3 07 09 12 12 I ORC RD SP,6-8?8 ' 6 1 02 02 ! 07 04j.,...,." I . 02 : 13 I ' 1 --_-NE-2427-3-_------ —_--- Parcel (Vicinity) Map Lovell-Sauerland and Associates Pacific Emerald Homes April 2004 ■ Cwo 10th Place N. 666iiiii6LSA No. 4630 C-1 in INFILTRATION SIZING CALCULATIONS: The i filtration trench was sized using acceptable City design riteria (DOE 2001, Vol. hapter 7 guidance). Two on -site soil test pits were aluated to determine the de i infiltration rates of the soils on -site (see attach test pit logs). Both test pits co aired a medium sand. The field tested infil ation rate was so quick a maximu rate for medium sand will be used (20 in/h . The following calculations size the p osed infiltration trench. Required Tre4h: Peak 100 )var flow = 0.09 cfs (see Oached calculations) At = Q,00 / [ Ir 1 ft/12 in) x (1 hr / 600 sec)] -At = ? rea of trench) -Q,00 = 0.0 cfs (00-ye peak flow) -Ir = 20.0 in r (desi infiltration rate) At = 0.09 cfs / [ 20 in/hr 1 ft/12 in) x (1 hr / 3600 sec)] At = 194.4 ft2 Required Trench fen h = tr ch area / trench width Trench length = 1�4.4 ft2 / 4 ft. = 8.6 ft. Lovell-Sauerland and Associates April 2004 Design Trench Length = 50 feet Pacific Emerald Homes 10th Place N. I, LSA No. 4630 D —' . C A U Lovell-Sauerland and Associates, Inc. Phone 425-775-1591 E N 0 1 N E E N 8 1 8 U A V E Y 0 A B Z 19400 33rd Avenue-W Suite 200 Fax 425-672-7998 Lynnwood, WA 98036 LSAEngineenng.com MEMORANDUM File No. 4630 Date: May 13, 2004 To: Don Fiene, PE City of Edmonds From Robert L. Long, PE RE: Helleren-1541 10' Place N, 04-121 -- Infiltration Trench Sizing Calculations Per the request of the City, the infiltration trench sizing calculations were revised using City of Edmonds design criteria (King County). To meet the City's criteria the proposed trench width will need to be increased from 4 feet to 4.25 feet. The following sizing calculations replace the original sizing calculations included in the original Engineering Report dated April 2Id, 2004. The following calculations size the proposed infiltration trench: Required Trench: L = [(0.054 x P100 X AR) / (10 x IM)] / (trench surface area) -L = ? (length of trench) -P100= 3.0 in (100-year precipitation) -AR = 6,400 sf (contributing impervious surface area) -IM = 0.333 in/min (20 in/hr per rate per soils) -Trench Surface area = 14 ft. (see diagram below) L = [(0.054 x 3.0 X 6,400) / (10 x 0.333)] / (6.25) L = 49.8 Design Trench Length = 50 feet I �— 4.25 1 + 1 + 4.25 = 6.25' SURFACE AREA. RS,CE1VE® MAY 13 2004 g" j G� 3 5oa 9 W 3 0 \`�'IpArAL �V�5.1 EXPIRES 8/17104 PERMIT COUNTER 100- Year Peak Flow Calculation: Impervious Surface = 6,400 sf (0.147 ac) 100-Year Precipitation = 3.0 in. Time of Concentration = 5 min. (conservative assumption) PACIFIC EMERALD HOMES 10TH PLACE N. LSA #4630 BASIN SUMMARY BASIN ID: D100 NAME: 100-YR DEVELOPED -IMPERVIOUS SBUH METHODOLOGY TOTAL AREA.......: 0.15 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPE1A PERV IMP PRECIPITATION....: 3.00 inches AREA..: 0.00 Acres 0.15 Acres TIME INTERVAL....: 10.00 min CN....: 0.00 98.00 TC....: 0.00 min 5.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.09 cfs VOL: 0.03 Ac-ft TIME: 480 min Impervious Surface 100 - Year Peak Flow Rate = 0.09 cfs Lovell-Sauerland and Associates Pacific Emerald Homes April 2004 ■ C._.Z 10th Place N. ��' LSA No. 4630 p_ Construction Criteria • Excavate infiltration trenches and basins to final grade only after construction has been completed and all upgradient soil has been stabilized. Initial basin excavation should be conducted to within I - foot of the final elevation of the basin floor. Any accumulation of silt in the infiltration facility must be removed before putting it in service. After construction is completed, prevent sediment from entering the infiltration facility by first conveying the runoff water through an appropriate pretreatment system such as a pre -settling basin, wet pond, or sand filter. ' • Infiltration facilities should generally not be used as temporary sediment traps during construction. If an infiltration facility is to be used as a sediment trap, it must not be excavated to final grade until after the upgradient drainage area has been stabilized. • Traffic Control - Relatively light -tracked equipment is recommended for this operation to avoid compaction of the basin floor. The use of draglines and trackhoes should be considered for constructing infiltration basins. The infiltration area should be flagged or marked to ' keep heavy equipment away. Maintenance Criteria Provision should be made for regular and perpetual maintenance of the infiltration basin/trench, with adequate access. Maintenance should be ' conducted when water remains in the basin or trench for more than 24 hours. An Operation and Maintenance Plan, approved by the local jurisdiction, should ensure maintaining the desired infiltration rate. Debris/sediment accumulation- Removal of accumulated debris/sediment in the basin/trench should be conducted every 6 months or as needed to prevent clogging, or when water remains in the pond for greater than 24 hours at or less than design storm conditions. Seepage Analysis and Control - Determine whether there would be any adverse effects caused by seepage zones on nearby building foundations, basements, roads, parking lots or sloping sites. For more detailed information on maintenance, see Volume V, Section 4.6 — Maintenance Standards for Drainage Facilities. Verification of Performance During the first 1-2 years of operation verification testing (specified in SSC-7) is strongly recommended, along with a maintenance program that results in achieving expected performance levels. Operating and maintaining ground water monitoring wells (specified in Section 3.3.6 - Site Suitability Criteria) is also strongly encouraged. 3-74 Volume 111 — Hydrologic Analysis and Flow Control BMPs August 2001 A-3 PERCOLATION RATE CALCULATIONS: Two soil investigation test holes were explored in the area of the proposed infiltration system. East Hole (#1): - Soil Log:.-- 0" to 8" Top Soil 8" to 20" Medium Sand, loose, orangish-brown ' 20" to 48" Medium Sand, loose, greayish-tan, w/ 15% - +8" dia. hole gravel and cobbles - 48" deep - Infiltration rate test: The hole was filled with water. Draw -down was measured as follows: ' Note: Hole only filled to a depth of 20". Time Depth Draw -down Time 0 20" Rate (in./hr.) 0 - 1 min. 23" 3" 180 1 - 3 min. 26" 3" 90 .' 3 - 5 min. 28" 2" 60 5 - 7 min. 30" 2" 60 7 - 10 min. 33" 3" 60 ' 10 - 15 min. 39" 6" 15 - 20 min. 45" 6" 72 72 22 min. 20 sec. - Hole Empty Average Rate = 68.2 in./hr. (excluding first 3 min.) West Hole (#2): - Soil Log: 0" to 6" Top Soil 6" to 24" Medium Sand, loose, orangish-brown ' 24" to 48" Medium Sand, loose, greayish-tan, w/ 10% gravel - ±8" dia. hole - 48" deep - Infiltration rate test: The hole was filled with water. Draw -down was measured as follows: Note: Hole only filled to a depth of 22". Time Depth Draw -down Rate (in./hr.) Time 0 22" - - 0 - 1 min. 26" 4" 240 1 - 3 min. 29" 3" 90 3 - 5 min. 32" 3" 5 - 7 min. 36" 4" 90 120 7 10 min. 42" 6" 120 14 min. 40 sec. - Hole Empty ' Average Rate = 97.7 in./hr. first 3 (excluding min.) Minimum allowable Design Infiltration Rate (per DOE) = 20 in/hr. Pacific Emerald Homes Lovell-Sauerland and Associates April 2004 ■ ',C�Z 10th Place N. ��' '- LSA No. 4630 T.. S8� 'RCEL ) MAIN FLOOR FF=489.0 / u r 1 P01 pm�� r.Y1 ,`10. � ••O• .ems` ' �``,;'/` 0 Al NW IE=481.41\ SE IE=481.60_._ _ 4 3.2 / _ / TEST P-I T '#1 0, PARCEL AHCUSF `y SF / �10,, �\ \ Test Hole Locations Lovell-Sauerland and Associates Pacific Emerald Homes ' April 2004 ■ CRSZ 10th Place N. c.� LSA No. 4630 G 1 SOIL SURVEY OF SNOHOMISH COUNTY AREA, WASHINGTON UNITED STATES DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE Alderwood - Urban Land Complex, 2 to 8 percent slopes (soil # 5) This map unit is on till plains. Areas are irregular in shape and are 100 to 1,000 acres in size. The native vegetation is mainly conifers. Elevation is 50 to 550 feet. The average annual precipitation is about 40 inches, the average annual air temperature is about 50 degrees F, and the average frost -free season is 170 to 190 days. This unit is about 60 percent Alderwood gravelly sandy loam and about 25 percent Urban land. The components of this unit are so intricately intermingled that it was not practical to map them separately at the scale used. Included in the unit are small areas of McKenna and Norma soils and Terric Medisaprists in depressional areas and drainageways on plains. Also included are small areas of soils that are very shallow over a hardpan; small areas of Everett, Indianola, and Ragnar soils on terraces and outwash plains; and soils that have a stony and bouldery surface layer. Included areas make up about 15 percent of the total acreage. The Alderwood soil is moderately deep over a hardpan and is moderately well drained. It formed in glacial till. Typically, the surface layer is very dark grayish brown gravelly sandy loam about 7 inches thick. The upper part of the subsoil is dark yellowish brown and dark brown very gravelly sandy loam about 23 inches thick. The lower part is olive brown very gravelly sandyloam about 5 inches thick. A weakly cemented hardpan is at a depth of about 35 inches. Depth to the hardpan ranges from 20 to 40 inches. Permeability of the Alderwood soil is moderately rapid above the hardpan and very slow through it. Available water capacity is low. Effective rooting depth is 20 to 40 inches. Runoff is slow, and the hazard of water erosion is slight. A seasonal perched water table is at a depth of 18 to 36 inches from January to March. ' Urban land is areas that are covered by streets, buildings, parking lots, and other structures that obscure or alter the soils so that identification is not possible. ' The Alderwood soil in this unit is used mainly for parks, building sites, lawns, gardens, and woodland. The main limitations of the Alderwood soil for homesites and septic tank absorption fields are the depth to the hardpan and the seasonal perched water table. Onsite waste disposal systems often fail or do ' not function properly during periods of high rainfall. Drainage is needed if buildings with basements and crawl spaces are constructed. Topsoil need to be stockpiled during site preparation and subsequently used to cover the exposed material. Additions of fertilizer and peat are desirable prior 1 to seeding grass for lawns. This map unit is in capability subclass IVe. Lovell-Sauerland and Associates Pacific Emerald Homes I April 2004 ■ c.-. i loth Place N. ��' LSA No. 4630 aeltmwaaLa.a„ PORTIONS OF THE N.W.1/4 AND S.W.1/4 OF THE S.EI/4, SEC13, T27N., R3E, W.M., SNOHOMISH COUNTY, WASHINCTON 9`V PARCELS /A e / / PARCELA ZONV4GmRS-22 CERTMCATIopt M1 L VLL waayL .LT ma4rp awaLla. N— .a�aa� Lre xooL oiio�m ro .vor LLw • Tauewn u'i wa.en s emre M wove. l.. uaumn u.rwc mimlf �L:er :wY" arx¢�mm�ir s w w �aw�m y.wwi L 'w�,� an✓�..yywn ws ca i y., —�� f �� H s LaHCnRPNb f lZLF1lA'IE• NA a bw4fa ) �'� ,V' �t MLD IbK QYfdA T TKKi4tiatT r n wwie M. LI.L ywT TM.s�—�Y aufna pfOLa� 1 11 or two 3.AT-�-•+ Ianm• qad - ►N>•a KANo 4ato4pC NVOW rw MT Ir.laL,m Lvaa ...a awtvL a tTfaPt w ••..;. ►� : anL 1•.,a:,m aosMaa— LaLor m Ta�Tr.LaPwLaetmLo . wa form a.rvN .waio.Lal®m r Rw(ywvw or eNo+onrow L;wa✓n, a.t w �fM i xa Lom a o Lm�iar'KLL. mails awl nQ ww wrwof6 $w9 'T[QMLLI4rfR an aLaMA naR grrT� e �� ofloLt fK M 6LL� a ®nna� f>7J' / M M'IX(UIOQrC ILLCAM a M J la-D-a p O i S / curls Toar>: n cowl /JC a sa.m a wIT�Ryar•rs ulrnnuTa• g YAfr M>v'wP�Wnesedwan ALw+faAY wm O A/alavaYMofP nY peat �elMgna m,laowwf[a AA ATTLC Y.L�rT.�aN\r~M [_ JutY Taos. 4..1' 4 I�.1.! a N• xvr R0. r�RTt MCGa Na LM7v � .e��s ORIGMAL LEGAL D[SCRRIION PARCELA: O,vnwL v avwav auLfP a rovx.aw ttwaP ® �> � TT Ma:K aw4 a 414 4L REVEMLRGALDISCRIMMPARCELAt Mr rune v x.Prl.lar ovawu v x Pnram to wwwr O MG.w I,.K a Wf all YUC rNVWYIT OmLam 41 raLOQ faPa Ai A r'awf q M I.a1X lra O fLa eMxaf T11aTLa O PlMarr �anw�Ca N 1K At y w ne ove�aoe n�iaavmna x'�'ia arwm► m nuo roc arsFL ar A ALr a M fmlM 111[ O !La PITLnaI a" um'IQ wKiW x� ra'w'm'm �n'>®� K nie rover s aLewe s tw ma.Ms nave¢ Tw,w smv m nLm r¢t waa louts arse m KA ran � IYf fob far w M mL.P L,a a ao .tc Lei aia,r n.r o .uw mwea ala'a• fav LrLa rar W x wta LK v fOM RaQ Il w M aM.L R.LT R MIM 0qN noa eA aranr un aao r¢n niwLA xanit anL• fair nm r¢n mfa xarw atcr m aTn r¢t waa trafw waar rav fuo taw nvfa .aw >.aTLr.fm tPa r¢e > �� arbor flr Lair rm m M fwA ran wo¢ xuw �� mrav am � w . rav a x nw�1t VV K Io11M,01 WMta a M ML4A awiwL afDl axI I'afTa Lwa trtLr, tb LmRa ORIGINAL LEG" D60lIR10N PARCELR t'w't'w' aew0 v aw aaLox L> waa roux arltx• m wave aw e a Iwiana v our m K tti foLr v aare+a Umr wn AA Lwa mM1 mM 1UiQ .K'aLa�i a lc� a mwa�v wutw xafnL LtM4 a last wLL. u Iaulaa lam�lam ar�� M few ut a aP ewQr REVISED LEGAL OLSC "ON PARCELR x ewor aLLriwf a x awwv m+n 1p1v ice ll.r m m.a ,m,e s � � �Lm am auc n m.ew v Lew .rL: a aar �ewoc r..w..a. amo n aeLw. eatLa w�'arais m m� As m •Lo+i. a:a�LLL ra".Jr v inLeL mLo .i v` v rt x aa.r a M xeLa Sale v Ts wwm �.� .n' m.wTPiana':o x 11RILa Pat11 wY Yw LY lore �'�i.� nmfR mLOuw aw/w OTtlff�'Lm aYT a¢l; IIQa Paw 1L'lllx' m alw a¢T nOIA w1fM ]TN [.w ta1II aR. wwxi 0 � v m lwb raL w Paw p1fY• fall fob aLLT w M mLP Y[ was a w M u.ww w v Lew mom two tan >am rm m M wfn v aaTLr ulr raa tan ®r axr ,atLof fora anw >A TIIQr. iwa xu�w spur � LAm � W K to rs,t d BLR pmr a1w Ian lwa ffnaf CaT1 ItAa a CrTV i � M . � a APPROVAL ar, . , o f > T/4 �d S—�g tea, LOT LINE ADJUSTMENT NO. LL-03-110 �a CITY OF EDMONDS LOT LINE ADJUSTMENT aw' . CUNT HURLBUT S.W.I/4,S.EJ/4. SEC.IS. T.27N.. R.3E., W.M. SNOHOMISH COUNTY, WASHINGTON C�r �Qc a�Je� L�/� PLANNING DATA NAME: riOisEmsA- -me DATE: 3, SITE ADDRESS: 15ql 10 rJk P /V. PLAN CHK#: OH - l c11 PROJECT DESCRIPTION: G QTrw new S i�tilT w•71 v < REDUCED SITE PLAN PROVIDED?: es No MAP PAGE: 70q CORNER LOT: es No FLAG LO e / No ZONING: RS- Id\ AL A CRITI R SJ�ETERMINATION Stu Re utred•n,/sv�fr" r7Q� rVI-At� as , (/ Cd(�CcT-1�/� j v �r%i� OSaP( i0 ❑ wa ❑ � ) v! cs- (&0 V'lI-e'Xi- d SiV (j4Y_' ov"CO .f d/( Conditional Waiver SEPA DETERMINATION: ❑ Fee ❑ Checklist ❑ APO list w/ notarized form ❑ (Needed for 500 cubic yards of grading, Shoreline Area- site within 200. ft. of Puget Sound or Lake Ballinger) Exempt SETBACKS: Re utred Setbacks: �� l�. Street: 10 Left Side: Right Side: Rear. Actual Setbacks: S 1,6_Left t' 0 Vo Q Street:_ Side: Right Side: Rear: Street map checked for additional setback required? (Yes / No / DNA) DETACHED STRUCTURES: lGl ROCKERIES: efos� d FENCES/TRELLISES: . . BAY WINDOWS [PROJECTING MODULATION: STAIRS / DECKS: PARKING: Requlred:,2— Actual: X4 LOT AREA: 5 3 LOT 3'0 1 S 3 = al S 01C ! BUILDING HEIGHT: StwQ �I,�ci yqq 01C� Datum Point: Datum Elevation: Maximum Allowed: Actual Height: Y ii A.D.U. CREATED?. No Yes SUBDIVISION:. O - 116 LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: es No OTHER: Plan Review 0� Gt l j Cel(Ccri�nj a��aV tt� NewBPPI ataForm.DOC ! RI? S/Xt/a�f SITE BENCH MARK - DATUM (ASSUMED) SANITARY SEDER MANHOLE -A' (SSMH-A) ELAVAPON ASSUMED RIM ELEV � 494.28 NOTE: BOUNDARY SHOYM ON THIS SURVEY IS PER RAT Of SURVEY PRE AIRED BY TRI-COUNTY LAND SURVCYNG COMPANY. SEE JOB NUMBER 02-092. AD� \ •�xiR"P-RAP) — — =<,ADTAL � a PPE s•NOVERFLOW OUTLET DETAIL IN SE1/4, NE1/4, SECTION 24, T. 27 N., R. 4®/� `� s PROVE Y PLANNING 5�loy VICINITY MAP N..s GRADING OUANTITIES: •wRDaATE, CALL TBEFORE YOU DIG: 1-800-424-5555 • °M.vor, (xn�-DxID)�DR Rxso[CDd &faMu. e e, r r..L NSRLCTmNs Aa.a rR°I nc c•la Amps e wa[c,5 ao, O«µDCA1 Mslu, uc e�aoe[x"1°'NS f«IroC. rc (n)ev-s9xa CONSTRUCTION SEQUENCE 1. NePf11.a o+l--1.)' o g °,o`„L�: ,o LIAxLM,Ic z. I:,. Au r u Te L rbs 11-em-•r-aa) DMA.— . a N a RRD — (AS �) aA�`a, 6 N5 1u__ (YNER. Sl—, RARR fDKR,'T") 9,. MuusuRcs ARLA wsyAucD •Rwrrt11 1 S IAR OWNER/APPLICANT P �m•�� s..c Rm.°ase�: aeom I+r (.xsb.o-eD.s• ENGINEER Art; MC. ca0HT1 35)r7T Ls'NIMI .,. RNnpn-x9Re SURVEY DATA �1•n)xmvAxe�x '�u:l•n)»e-zea LEGAL DESCRIPTION SITE ADDRESS TA fxx0]1}DN-u APPROVED FOR CONSTRUCTION CITY OF EDMONDS DAIS: FOR RECEIVED PACIFIC EMERALD HOMES LOTH PLACE NORTH IN SW1/4, SE1/4, SECTION 13, T. 27 N., R. 3 E., W.M. MAY 1 9.2004 CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON m R � 0 a sE smLAu N,r,T, sd, fLRCL. A R+ATRADD„ DrcN°, +om s-I>-a PERMIT COUNTERaM�� well-Sauerland &Associates, Inc.�°m'p 0MID•ex/9u,.eTRn/RARven/0.Re)Dpment CrmRD11uM SITE DEVELOPMENT PLAN L_. . q.RRRRA a 98)D! RalTr, . (m)m-Y9se fa )9W ad A.m E. smM >m mYxa w f - Rll . 4;30-0-04 2 STREET BILE mrs. I(, 4 4itical' Areas Checklist* CA F"' NO: CA A*-kdar.mmatim (soils/ topography/ hydrology/ vegetation) 4. Is d* site currently developed? Zyes; no. "#- hwuse- tayi rm LI'a r I* If yes; how is site developed? 5. Describe the general site topography. Check all that apply. Flat less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet. over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% a vertical rise of 10-feet over a horizontal distance of 33 to,66-feet). Steep: grades of greater than 30,% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: —Y2 0 Approx. Depth 7. Site contains areas of seasonal standing waters Approx.'Depth. What season(s) of the year? 8. Site is in the floodwayV floodplain of a water course. 9. *-,-c—o;n—ns a eek or an area where water flows across the grounds surface? . Flows are year-round? Flows are seasonal? — (What time of year? 10. Site is.primarfly: forested shrubs mixed urban landscaped (lawn,-,hmbs etc) 74ow 11'. Obvious wetland is present on site: M 0 . Chet 'fwP 6ib, 4., L ? 50 MAP00- toll t Critical Areas ly. q!nl or C.A. map jndicat .'Site .WjjtW•. designated earth ;subsidence land d ac, 71- DM. 16, 6D V ReIA-" - LANkp - Fiq*-Area on site? -Ira A 777 A Dah— CTitical Am -as Checklisl.doc/3.19.2001 s City of Edmonds Critical Areas Determination Applicant: Emoke Rock Determination #: CA-0243 Site Location: 1551 10t6 Pl. N Property Tax Acct #: 1327 034 0870 0 06 Project Description: Non -Project Specific. Determination: Study Required: During review and inspection of the subject site, it was found that the site appears to contain and/or is adjacent to a number of critical areas, including possible wetland soils and vegetation pursuant to Chapter 20.15B of the Edmonds Community Development Code (ECDC). Based on these findings, prior to submission of any development permit, you will be required satisfy the requirements of ECDC 20.15B by completing the following: Possible Stream/Wetland: My site investigation has shown that the site could possibly contain wetland soils and vegetation that are part of a stream. Based on the above findings, a Critical Areas Study is required to determine the hydrology of the area and to delineate the approximate boundaries of any stream and/or wetland and identify its buffers. The required qualified critical areas consultant needed to perform the study shall be a specialist in wetland biology and/or streams with a minimum of two years' field experience with streams in the Pacific Northwest. All critical areas studies shall be performed as three party agreements with the city selecting the consultant and the property owner or applicant paying the fees. i cock The ualified critical areas consultant shall perform the following: Classify the stream/wetland. 00,,� 2. Physically mark the top of the bank of the stream and/or wetland. —� 3. Map. the stream/wetland location. (see ECDC 20.15B). The land surveyor licensed by the State of Washington shall perform the following: 1. Determine the building setback from the buffer (required setback is 15 feet). 2. Create a map showing the stream/wetland, the buffer and the building setback.. If the results of the Critical Areas Study determine that the lot may not be developed, the applicant may apply for a Reasonable Use Exception and Variance pursuant to ECDC 20.15B.170A and 20.15B.040C). Name Signature Date Sent By: HP LaserJet 3100; 4256727998; May-25-04 4:21PM; Page 2 �5y1 �n PAN NO EXCISE TAX REOVI mn Filed for Record at the Request Of. MAY 1 9 2004 Pacific Emerald Homes, Inc. P.O. Box 822 BOB DANTINI, Snohomish wunry treasurer Edmonds, Washington 98020 8y_808 DANTINI 200405190®63RMSE pGSOPY 05 -19 - 2004 03 :14pm $21.00 RECEf VE® SNOHOMISH COUNTY, WASHINGTON MAY 2 5 2004 Notice of Easement PERMIT COUNTER _._....._.... ........ _.._............ Grantore!�1eNom Inc., a Washington corporation Grantee: Pacific Emerald Homes, Inc., a Washington corporation Legal Description: In SW114, SE 114, Section 13, Township 27 North, Range 3 East, W.M. Assessors Tax Parcel ID No. 27031300412900 and 27031300413000 Notice is hereby given that Pacific Emerald Homes, Inc., a Washington corporation, owner of the following described property, situate in the City of Edmonds, County of Snohomish, State of Washington, to wit: Parcei A That portion of the southwest quarter of the southeast quarter of Section 13, Township 27 North, Range 3 East, W.M., more particularly described as follows: Beginning at a point on the north line of said southwest quarter of the southeast quarter S 89'50'14" W, 432.14 feet from the northeast comer thereof and the True Point of Beginning of this description; thence S 38'37'14" W, 131.75 feet; thence S 50'58'46" E, 89.36 feet to the centerline of 101" Place North in the Original Plat ,.:::of,North Edmonds, thence;h# 3$'37'14" E, 38.50 feet: thence;S 51.°22`46" E, 14:50 feet. thence;N 38'3714" E. 150.32 feet; thence N 67'50'29" W, 121.26 feet; thence S O'34'46" E, 25.00 feet to a point on the north line of the southwest quarter of the southeast quarter of said Section 13; thence S 99'50'14" W, along said line, a distance of 4.32 feet to the True Point of Beginning. does hereby reserve and convey unto the present and future owners, their heirs successors and assigns of the hollowing described property, situate in the City of Edmonds, County of Snohomish, State of Washington, to wit: Parcel Parcel 8 of City of Edmonds Lot Line Adjustment No, LL-03-110, according to the Lot Line Page 1 of 3 Sent By: HP LaserJet 3100; 4256727998; May-25-04 4:21PM; Page 3 Adjustment recorded September 10, 2003 under Recording No. 200309305005, in Snohomish County, Washington. a permanent easement for the installation, operation and maintenance of storm drainage facilities, over, under, across, through and upon that portion of the hereinabove described Parcel A, to wit; Beginning at the VWesterlymost comer of said Parcel A; -- thence N 38'34'00" E, along the northwesterly line of said Parcel A,.a distance of 111.75 , . feet to the `Crue Point of Beginning;. thence continuing N 38'34'00" E, a distance of 20.00 feet,. thence S 51'26'00" E, a distance of 15.00 feet; ........... . thence S 38'34'00" W, a distance of 20.00 feet; thence N 51'2600" W, a distance of 15.00 feet to the True Point of Beginning. This instrument shall be a covenant running with the lands hereinabove described and is binding upon the owners of such lands, their heirs, successors and assigns, forever. IN WITNESS WHEREOF we hereunto set our hands and seals this day of AM, 2004. Pacific Emerald Homes~ Inc.. a Washingtton corporation C� aALQ--' Leann. ®Ilere,, Vice President Page 2 of 3 Sent By: HP LaserJet 3100; 4256727998; May-25-04 4:21PM; Page 4 State of Washington ) )SS County of Snohomish) I certify that I know or have satisfactory evidence that Leann Helleren, signed this instrument, on oath stated that hd was authorized to execute the instrument and acknowledged it as the Vice President of Pacific Ememld..Home.1, Inc., a Washington corporation, to be the free and voluntary act of such party for theuses and purposes mentioned in the instrument Dated: 7 f a Notary public in'and for th state of Washington. residing a s►s r bPg.-� My appointment expires �01 Page 3 of 3 r' Edmonds Community ILrvelopment Code A/ 17.40.040 C� 3. An applicant may remodel or rebuild one residence on a nonconforming lot without regard to the 50 percent destruction require- ment of ECDC 17.40.020(F) if a fully com- pleted building permit is permitted within one year of the destruction of the residence and all other development requirements of this code are complied with; or 4. The lot lines defining the lot or parcel were recorded in the Snohomish County recorder's office prior to December 31, 1972, and the lot or parcel has not at any time been simultaneously owned by the owner of a con- tiguous lot or parcel which fronts on the same access right-of-way subsequent to December 31, 1972, and the lot or parcel has access to an access right-of-way which meets the minimum requirements established by this code; or 5. The owner of lot which was law- fully created under he Snohomish County subdivision and zonin aws and which was annexed to the city of E onds on or after December 16, 1958, may file fully completed building permit applicati or a development lot in accordance wi the provisions of this chapter and develop th lot if a fully completed n building application to velop said lot waste filed with the city on or be a the date. estab-: , lished by Ordinance No. 30 . This paragraphm (D)(5) shall sunset a removed from the) code two years aft r the effective date of the passage of Ordinanc No. 3024 and is intended to provide a window opportunity for those persons who comply th the provisions of subsection D of this sect' n but who are barred due to the passage of •me an equal opportunity to develop a lot in cordance with the provi- sions of the code. [ d. 3153 § 1, 1997; Ord. 3024 § 1, 1995; Ord. 2936 § 1, 1993; Ord. 2292 § 1, 1982]. 17.40.040 Nonconforming signs. Nonconforming signs are injurious to the health, safety and welfare and destructive of the aesthetic and environmental living condi- tions which this zoning ordinance is intended to preserve and enhance. Nonconforming signs shall be brought into compliance with the provisions of Chapter 20.60 ECDC under the following terms and conditions: A. No nonconforming sign shall be expanded, extended, rebuilt, reconstructed or altered in any way, except as otherwise pro- vided in ECDC 17.40.050; provided, however that the following acts are specifically permit- ted and shall not in and of themselves require conformance with the provisions of Chapter 20.60 ECDC: 1. Normal maintenance of the sign; 2. A change in the name of the business designated on the sign; or 3. Any action necessary to preserve the public safety in the event of damage to the sign brought about by an accident or an act of God. B. Any nonconforming sign shall be brought into immediate compliance with the code in the event that: 1. An act prohibited by the provisions of subsection A of this section occurs; 2. The building to which the noncon- forming sign or signs is appurtenant is remod- eled or receives an addition equal to 25 percent of the building's value prior to the addition or remodeling; 3. A change in the use of the building to which the sign is appurtenant or the land upon which the sign is located occurs; or 4. An application for the erection of a new sign or signs is made by the owner or les- see of the business premises to which the sign is appurtenant. C. None of the foregoing provisions relat- ing to permitted maintenance, name change or preservation of the sign under paragraph A of this section shall be construed so as to permit the continuation or preservation of any non- conforming off -premises sign. [Ord. 3353 § 10, 2001; Ord. 2429, 1984]. 17-10.5 (Revised 5/01) 17 A030 lure may overc me such a presumption only by presentation o substantial and competent evidence which esta 'shes the legal noncon- forming nature of such uilding by clear and convincing evidence ththe structure was permitted by Snoho County or the city of Edmonds, wa permitted by such agency and was in complet compliance with the applica- ble provisions of to law and county or city ordinance, at the da a such construction was initiated and was c pleted. [Ord. 3327 § 1, 2000; Ord. 3 1, 2000]. 17.40.030 Nonconforming lots. A. Definition. A nonconforming lot is one which met applicable zoning ordinance stan- dards as to size, width, depth and other dimen- sional regulations at the date on which it was created but which, due to the passage of a zon- ing ordinance, the amendment thereof or the annexation of property to the city, no longer conforms to the current provisions of the zon- ing ordinance. A lot which was not legally cre- ated in accordance with the laws of the local governmental entity in which it was located at the date of the creation is an illegal lot and will not be recognized for development. B. Continuation. A nonconforming lot may be developed for any use allowed by the zon- ing district in which it is located, even though such lot does not meet the size, width, depth and other dimensional requirements of the dis- trict, so as long as all other applicable site use and development standards are met or a vari- ance from such site use or development stan- dards has been obtained. In order to be developed a nonconforming lot must meet minimum lot size standards established by the provisions of this code, subject to the provi- sions of subsection D of this section. C. Combination. If, since the date on which it became nonconforming due to its failure to meet minimum lot size or width criteria, an undeveloped nonconforming lot has been in the same ownership as a contiguous lot or lots, the nonconforming lot is and shall be deemed to have been combined with such contiguous lot or lots to the extent necessary to create a conforming lot and thereafter may only be used in accordance with the,provisions of the Edmonds Community Development Code, except as specifically provided in subsection D of this section. D. Exception for Single -Family Dwelling Units. An applicant may build one single-fam- ily dwelling unit on a lot or parcel regardless of the size of the lot or parcel if, but only if, one of the following exceptions applies: 1. In an RS zone, such nonconforming lot may be sold or otherwise developed as any other nonconforming lot pursuant to the fol- lowing conditions and standards: -a. The lot area of the nonconforming lot is not less than the minimum lot area spec- ified in the table below for the zoning district in which the subject property is located, and b. Community facilities, public utili- ties and roads required to serve the noncon- forming lot are available concurrently with the proposed development, and . c. Existing housing stock will not be destroyed in order to create a new buildable lot, and d. The proposed development of the lot is generally consistent with the character of the surrounding neighborhood. Lot Area Table % Needed for Lot Size Needed Zone Legal Lot for Legal Lot (1) RS-20 60% 12,000 (2) RS-12 70% 8,400 (3) RS-8 0% -- 6,400 (4) RS-6 90% 5,400 2. An applicant applies for necessary permits to construct the unit within five years to the date the lot or parcel is annexed into the city and the lot or parcel was lawfully created under provisions of Snohomish County subdi- vision and zoning laws as well as the laws of the state of Washington; or • M. (Revised 5/01) 17-IOA Attachment 7 ' 1' I• y- r '.�y-: ;. ..,. .,r �.1r �; �\r.;3kt�.,., 4 f;Y�.r�+�: M alv � � ��l7l�J �Fi�'��f�r:. _ ' �a, spy -9. ,� -;t�• -,�•�� j�•t . -y,) r �, � a �l � �� r� •� 7i %� � ti ><� � �� {',f S 3 .0 :' � •� -.: f��r�sl��•y`a9 � i� b lI .tt� .� I� :i` g2� �/<".C,{� �i; a 1.• o x •ITY( t 7��:� t •< if4 !�'�t •-+'y"�'f l"� f Y s:.a. •}`�:tg l �.r%ir1%� 1'{��d��{ a.i� +'�� i T ,`.FtA % � ,, st.• F �}, �'r', • r.l � '' 1' '}' -4 7., ,1.`('�ii • �i�,'M •,7:�I j M l { ; )Z 'y'•1• t n �Cl}p _�� ics� t';�'p � � � 't�1'� «rd+� t ! �r�itir r'x c-,.cl�� ''r i •�a f �l i�: .�'; _.��-i u '.,I.ti�r ri 3' �l�'`.t`Gt'Ct''� Ai. . 3� 1?}bt �t< r r� Ei�`,7A ,�r� , a }7 ti'' t,i�• f4 j 4 i f e •Ir:; (•. < ��, � ``= r.. C r,, ,'S �r 5 �r"�'C�!�•• }7'E.• ,�ii° } �.,.+ � '' >,., - j •f�•� 'Ira' ;• � - �. �i•� 1Y 7r�i'�r.n:J: . t P , r� f„ j`'i2F._ � yS - - ... � r ;o •:>' }t s'; bi'ai:. a:r-' �fi� F i • d L � Ali WI ;r'T >lay'�"-fir e e �•+-�---`---.'T-'-- --�' • . �. . .I .i.- /1'�•• �' Ac .+-�+"• it .r. W Alt F r- , •ir XK y 1�`r;{i �� `d • f 46 `t C �9':��r:ji:! t 1.L -.r Lr 1 -F d.,''�'•� �k +�j,y rt, ,y Tri-County Land Surveying Company 4610 200th St. S.W., Suite A. Lynnwood. WA 98056 Phone: 425.776.2926 Fax: 425-776-2850 December 11, 2002 Mr. Stephan Bullock, AICP Senior Planner City of Edmonds Development Services Department Planning Division 121-51h Avenue N. Edmonds, Washington 98020 Re: Vesta Lerdrup Property at 1551-101h Place N., Edmonds, Washington Dear Steve: Thank you for the opportunity to meet with you at the Development Services'counter (11- 22-02) in regard to the Lerdrup property. I am enclosing copies of the Statutory Warranty deeds. These deeds disclose that the Lerdrups purchased Parcel B from Otto Marten on March 11, 1957, Auditor's file Number 1228331. Otto Marten had purchased Parcel B on September 11, 1956. (Vol. 602, Page 462) records of Snohomish County. The Lerdrups later purchased Parcel A on October 7, 1957 from James and Doris Matheson, Auditor's file number 1255641. I've also enclosed a copy of a survey drawing by Reid Middleton, (September 1956) showing this property as two parcels as well as a Parcel C. Snohomish County Assessor has also acknowledged that there are two separate parcels on this property. Please review this information. I am asking you or the City of Edmonds to also acknowledge that the Lerdrups do own two separate parcels and that building permits could be issued on these lots at a later date. They need this in case they should decide to sell one or both of the parcels. This property was annexed into the city under ordinance number 718, dated 1958. I'm providing this information at your request. Thank you for your time and assistance on this matter. Please call me should you need additional information on this site. Sincerely, Tri-County Land Surveying Company �" t,,X� Jack Siebert, PLS President Enclosures Attachment 2 o 188 23 18809 18818 1882 "f8828. 18823 > 18827 18817 LU 18901. 18905 18906 8904 18902 1890418906 18904 18903 18916" .16910 � 18912 EL18907 18911 18909. 189f0 18920 18916 . • .. 18914 9640' . 18922 98914 . J 89221� 18921 1892 ::y 18 9650 9630. 18916 18927 19012 18929 1 923 9421 1900.5 'x 99219636 " � 9615 19011 9425 9815 9656 19018 9719 9611 19012 Q� r : 9723 19o�\A 19021 9829 9823 .9819 9715 9609 19026 9420 i 27 ; 19026 CHERRY ST 9500 19105 19 9510 17 162i 9824 L9818 Subject o 9830 9828 I ,Property, 982E o 1551 o10.thn,Pl. v I I o 'N. ° 10 19110 1611 Q, I I I _ 19,os 19117 19121 1620 (shown as one ,lot) 19120 1610 9820 1561 9822 19130 19128 1565 1596 1600 1523 '1551 19210 . 1542 19211 - 19204 19210 590 19213 19209. 1570 535 531 19222 19212 19214' 1561 1592 5 51 1560 1530 19223 19218 19222 879 1505 1520 1445 10 19301 19303 .19305 19226 19230 1540 439' 1027 850 1506 1029 19316 19308 880 1530 1427 1441 '19309 19311 O 19314 425 1025 1031 1515 71 1520 002 8537 9509 881 f518 1429 19315 9525 1505 9515, ills ago 1022 GLEN ' DR 4514 1401 1512 9507 i, 880 1422 103 1450 r 1428' " 1512. 1450 31 LLI 1402 940 OQ 103 439 1432 1010 1019 1427 \�/� 1420 1430 94 t 1427 ` 1430 44 1428 101E 1023'. 1031, 1440 .1416 1f09 19516' 5 1421 7020 1428 1422 1417 1043 1030 ' k 1302 1233 q1018 07 � Zoning and Vicinity Map Attachment 1 t", I t ENGINEERING REPORT and. INFILTRATION TRENCH DESIGN .FOR - PACIFIC EMERALD HOMES wir I =XX I OTI Place N. Edmonds, Washington April 2004 or EXPIRES -- I F , 4 Di Prepared by: Robert L. Long RECEIVED -�/ / APR - 7 2004 • EN GIN 6EA 3 IdURVEYOR:Z PERMIT COUNTER Lov ell-Sauerland & Associates 19400 33rd Avenue W. Suite 200 Lynnwood, Washington 98036'--'-' LSA No. 4630 'Y ENGINEERING REPORT and INFILTRATION TRENCH DESIGN FOR PACIFIC EMERALD HOMES OQ� Of x'A 38508 y I�1L .2 EXPIRES 8/17/� Prepared by: Robert L. Long 15XX 10T" Place N.- Edmonds, Washington April 2004 ■ Cw() E N O I N E E R 8 1 8 U P V E Y 0 N 8 -- = = z Lovell-Sauerland & Associates 19400 33rd Avenue W. Suite 200 Lynnwood, Washington 98036 LSA No. 4630 Pacific Emerald Homes 10`h Place N. Introduction This summary report provides site design information for the proposed lot development for Pacific Emerald Homes. it includes storm drainage(infiltration) and grading analysis to support to the construction of a single family residence. The property is located at 15xx 10 Place N. in the southeast 1/4 of Section 13, T 27 N, R 3 E, W.M. Applicant/Owner.- Pacific Emerald Homes, Inc c/o Sigve Helleren PO Box 822 Edmonds, WA 98020 (425) 640-6054 Site Address: 15xx 101' Place N. Edmonds, WA 98020 Tax Parcel Number.- 270313-004-130-00 TABLE OF CONTENTS NUMBER OF SECTION CONTENTS PAGES A. Project Summary ........................................... 2 B. Site Plan ................................................. 1 C. Parcel (Vicinity) Map .................................. ... 1 D. Infiltration Sizing Calculations and Guidelines ..................... 3 E. Percolation Rate Calculations and Map ........................... 2 F. Soils Map and Description ...................................... 2 Lovell-Sauerland and Associates "Pacific Emerald Homes April 2004 0 coo 10th Place N. ��' '� LSA No. 4630 1 ' Site Development Summary Drainage Improvement Design: A new proposed residence is proposed to be constructed on an existing 12,152 sf lot. The existing vacant lot is open grass lawn with surrounding landscaping. Fruitdale Creek runs westerly just north of the site. To mitigate the development of the site, an infiltration system will be installed to control the drainage runoff from the impervious surfaces. All on -site impervious surfaces are ' proposed to be collected and routed to the on -site infiltration system. A 6" overflow pipe will provide a discharge outlet if the infiltration system reaches capacity (to prevent flooding). Listed below is a summary of the infiltration trench design. . Infiltration Trench Design: ' The on -site infiltration trench is to be constructed per the City of Edmonds' standard practices. The length of the trench is dependant upon the measured infiltration rate of the native soils and the collection area conveyed to the individual trench. I SCS soil survey designates the area soils as an Alderwood-Urban land complex (#5- type C) soil. SCS defines the Alderwood- Urban land complex as a mixture of multiple types of soils, including Alderwood, Everett and Norms soils. General soil characteristic can vary greatly due to the variation of multiple pockets of soil types (see attached description). Two test pits, in the area of the proposed infiltration trench were explored on -site. The soils found in the pits was medium sand. Thus, confirming the SCS description of an Everett (#18- type A) soil. Two test pit percolation trials were completed on the soil to determine the on -site percolation rate (see attached calculations). Using the City's design criteria (currently the 1990 King County manual, section 4.5), a required trench length was computed. A length of 50 feet of 4 feet deep, 4 feet wide trench was determined to fully infiltrate the 100-year design storm (P,00). See attached calculations. Site Area Summary: Total Site Area = 12,152 sf Proposed Impervious = 6,400 sf House+garage = 3,500 sf Driveway = 2,700 sf Deck, Patio, & Walkway = 200 Lovell-Sauerland and Associates April 2004 CMMMo Pacific Emerald Homes 10th Place N. ,. LSA No. 4630 v Z- A-1 1 IGrading and Erosion Control: This project will require grading to raze the existing house and construct the proposed single family resident development. Standard erosion control measures are proposed to be used during construction. The primary erosion and sediment control BMP during construction will be proper soil stabilization methods. Exposed soils shall be stabilized by application of effective bmp's that protect the soil from the erosive forces of raindrops, flowing water, and wind. Applicable practices include, but not limited to, temporary and permanent seeding, sodding, mulching, plastic covering, erosion control fabrics, matting, soil application of ' polyacrylamide (pam) , the early application of gravel base on areas to be paved, and dust control. The contractor shall select a soil stabilization method best suited for the particular situation. Stock piles must be stabilized and protected with sediment trapping measures. In addition, site containment of exposed soils shall be sustained by using silt fence barriers along the down -slope boundaries of the site's disturbance areas. See the site development plan for details. 1 n Estimated grading calculations: Minimal project grading is expected due to the relatively flat site. The following grading quantity estimations were calculated using a computer modeling program within the AutoCAD computer drawing. The calculations are approximate. The quantities listed are for the permitting process only and should not be considered precise amounts for bidding purposes. The estimated grading quantities are: The following grading quantity estimations were calculated using a TIN -TIN surface area calculations within the AutoCAD software. Pacific Emerald Homes - 4630 Site Volume Table: Unadjusted Site: 4630 Stratum: grading qty eg fg Cut Fill Net yards yards yards Method 153 129 153 130 Approximate Fill: 200 CY Approximate Cut: 200 CY 24 (C) Composite 23 (C) End area Conclusion: Included in the site development construction plans are specific grading and drainage improvement notes and details. With proper installation, maintenance and inspections of the proposed construction the project should have minimal impact to the surrounding environment. Lovell-Sauerland and Associates Pacific Emerald Homes April 2004 ■ Cho 10th Place N. Z LSA No. 4630 SILT FENCE(TYP. TYPE I -CB TOp=i88.0 INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE- 40 Site Plan Lovell-Sauerland and Associates April 2004 Cho CCnC SE SE IE�bl.60a �E.1.6O � �) IN PERF. 3/4' WATER METER CONNECT PER CITY STANDARDS SS INV.. ±483.5 FIELD VARIFIE EX. SEWER MAIN ELEV. CONNECT PER CITY STANDARDS Pacific Emerald Homes 10th Place N. LSA No. 4630 Q. ' QUART SECTION TOWNSHIP N.W.B.L. — RANGE E.W.M.or 1 — SE2 7 3 A Vnd�d f tf S,M,,.h Court'- NE-13-27-3 67 I: r: J =, 3 02 1 05 02 12\t ' 9 9 \ / to�- 2 02` 1 z Oa Ao4 •B05 06..i.._......,�. I 06.. y 0 SP..S-33-78 00 r ^Ol SP S 20 = -163 : 02 02.77 4-03~'p �'•303 SP AFN 8109070204 4-040 ... 403&,.n �• A..;_�.-, 02 %09 4-041 7 a ,j'`�,� �4`;y ''--y...,'w.. 01 =73 02 Ol Oz O8 2 1 4-04 6 4 01i J:_,-� . 4006 I h _ SP se SHARON 1 u 4.043 % O1 t !� `. .. ,: 1 ....�..,fg„^.......� ^ _ A... 3 y 4n4 IND t .. 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NE-24-27-3 Parcel (Vicinity) Map Lovell-Sauerland and Associates Pacific Emerald Homes April 2004 ■ C._.o 10th Place N. ��' '� LSA No. 4630 INFILTRATION SIZING CALCULATIONS: Th 'nfiltration trench was sized using acceptable City design criteri (DOE 2001, Vol. 5, hapter 7 guidance). Two on -site soil test pits w/evalud to determine the desi infiltration rates of the soils on -site (see attacogs). Both'test pits contai d a medium sand. The field tested infiltas so quick a maximum rat for medium sand will be used (20 in/hr ).ng calculations size the propos d infiltration trench. Required Trench: Peak 100 year flo = 0.09 cfs (see a ched calculations) At = Q,00 / [ I, x (1 ft/1 in) x (1 hr / 600 sec)] -At = ? (Area of nch) -Q,00 = 0.09 cfs ( 00 r peak flow) -lr = 20.0 in/hr (des' infiltration rate) At = 0.09 cfs / [ 20 in/hr (1 ft/12 1 x (1 hr / 3600 sec)] At = 194.4 ft2 Required Trench ngth = trench area / tr ch width Trench length - 194.4 ft2 / 4 ft. = 48.6 ft. Design Trench Length = 50 feet Lovell-Sauerland and Associates Pacific Emerald Homes April 2004 ■ COZ loth Place N. I� _ LSA No. 4630 LJ . C w U Lovell-Sauerland and Associates, Inc. Phone 425-775-1591 E N 8 1 x E E N 8 1 8 U 8�E I I I I Z 19400 33rd Avenue W Suite 200. Fax 425-672-7998 _ Lynnwood, WA 98036LSAEngineering.00m MEMORANDUM File No. 4630 Date: May 13, 2004 To: Don Fiene, PE City of Edmonds From: Robert L. Long, PE RE: Helleren-1541 101h Place N, 04-121;. -- Infiltration Trench Sizing Calculations Per the request of the City, the infiltration trench sizing calculations were revised using City of Edmonds design criteria (King County). To meet the City's criteria the proposed trench width will need to be increased from 4 feet to'4.25 feet. The following sizing calculations replace the original sizing calculations included in the original Engineering Report dated April 2"d, 2004. The following calculations size the proposed infiltration trench: Required Trench: L = [(0.054 x P100 X AR) / 0 0 x IM)] / (trench surface area) -L = ? (length of trench) -P100= 3.0 in (100-year precipitation) -AR = 6,400 sf (contributing impervious surface area) -IM = 0.333 in/min (20 in/hr per rate per soils) -Trench Surface area = 14 ft. (see diagram below) L = [(0.054 x 3.0 X 6,400) / (10 x 0.333)] / (6.25) L = 49.8 Design Trench Length = 50 feet �� 4.25 >. 1 + 1 + 4.25 = 6.25' SURFACE AREA RECEIVED MAY 13 2004 PERMIT COUNTER �> L. L �OF WAs� p �FGISTEgti9 �`�'I�TAL �G�S•�3� �1 EXPIRES 8/17/ 04 100- Year Peak Flow Calculation: Impervious Surface = 6,400 sf (0.147 ac) 100-Year Precipitation = 3.0 in. Time of Concentration = 5 min. (conservative assumption) PACIFIC EMERALD HOMES 10TH PLACE N. LSA #4630 BASIN SUMMARY BASIN ID: D100 NAME: 100-YR DEVELOPED -IMPERVIOUS SBUH METHODOLOGY TOTAL AREA.......: 0.15 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPE1A PERV IMP PRECIPITATION....: 3.00 inches AREA..: 0.00 Acres 0.15 Acres TIME INTERVAL....: 10.00 min CN....: 0.00 98.00 TC....: 0.00 min 5.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.09 cfs VOL: 0.03 Ac-ft TIME: 480 min Impervious Surface 100 - Year Peak Flow Rate = 0.09 cfs Lovell-Sauerland and Associates Pacific Emerald Homes April 2004 ■ Cho 10th Place N. ��' '� LSA No. 4630 �_� IConstruction Criteria • Excavate infiltration trenches and basins to final grade only after ' construction has been completed and all upgradient soil has been stabilized. Initial basin excavation should be conducted to within 1- foot of the final elevation of the basin floor. Any accumulation of silt in the infiltration facility must be removed before putting it in service. After construction is completed, prevent sediment from entering the infiltration facility by first conveying the runoff water through an appropriate pretreatment system such as a pre -settling basin, wet pond, or sand filter. • Infiltration facilities should generally not be used as temporary ' sediment traps during construction. If an infiltration facility is to be used as a sediment trap, it must not be excavated to final grade until after the upgradient drainage area has been stabilized. • Traffic Control - Relatively light -tracked equipment is recommended for this operation to avoid compaction of the basin floor. The use of ' draglines and trackhoes should be considered for constructing infiltration basins. The infiltration area should be flagged or marked to keep heavy equipment away. Maintenance Criteria Provision should be made for regular and perpetual maintenance of the infiltration basin/trench, with adequate access. Maintenance should be ' conducted when water remains in the basin or trench for more than 24 hours. An Operation and Maintenance Plan, approved by the local jurisdiction, should ensure maintaining the desired infiltration rate. ' Debris/sediment accumulation- Removal of accumulated debris/sediment in the basin/trench should be conducted every 6 months or as needed to prevent clogging, or when water remains in the pond for greater than 24 hours at or less than design storm conditions. Seepage Analysis and Control - Determine whether there would be any adverse effects caused by seepage zones on nearby building foundations, basements, roads, parking lots or sloping sites. For more detailed information on maintenance, see Volume V, Section 4.6 — Maintenance Standards for Drainage Facilities. Verification of Performance ' During the first 1-2 years of operation verification testing (specified in SSC-7) is strongly recommended, along with a maintenance program that results in achieving expected performance levels. Operating and maintaining ground water monitoring wells (specified. in Section 3.3.6 - Site Suitability Criteria) is also strongly encouraged. 3-74 Volume Ill — Hydrologic Analysis and Flow Control BMPs . August 2001 ,D-3 PERCOLATION RATE CALCULATIONS: Two soil investigation test holes were explored in the area of the proposed infiltration system. East Hole (#1): ' - Soil Log: 0" to 8" Top Soil 8" to 20" Medium Sand, loose, orangish-brown 20" to 48" Medium Sand, loose, greayish-tan, w/ 15% gravel and cobbles ' - ±8" dia. hole - 48" deep - Infiltration rate test: The hole was filled with water. Draw -down was measured as follows: Note: Hole only filled to a depth of 20". Time Depth Draw -down Rate (in./hr.) ' Time 0 20" 0 - 1 min. 23" 3" 180 1 - 3 min. 26" 3" 90 3 - 5 min. 28" 2" 60 5 - 7 min. 30" 2" 60 7 - 10 min. 33" 3" 60 ' 10 - 15 min. 39" 6" 15 - 20 min. 45" 6" 72 72 22 min. 20 sec. - Hole Empty Average Rate = 68.2 in./hr. (excluding first 3 min.) West Hole (#2): - Soil Log: t 0" to 6" Top Soil 6" to 24" Medium Sand, loose, orangish-brown 24" to 48" Medium Sand, loose, greayish-tan, w/ 10% gravel - ±8" dia. hole - 48" deep - Infiltration rate test: The hole was filled with water. Draw -down was measured as follows: Note: Hole only filled to a depth of 22". lil Time Depth Draw -down Rate (in./hr.) ' Time 0 22" - - 0 - 1 min. 26" 4" 240 1 - 3 min. 29" 3" 90 3 - 5 min. 32" 3" 90 ' 5 - 7 min. 36" 4" 120 7 - 10 min. 42" 6 120 _ 14 min. 40 sec. - Hole Empty Average Rate = 97.7 in./hr. (excluding first 3 min.) Minimum allowable Design Infiltration Rate (per DOE) = 20 in/hr. ' Lovell-Sauerland and Associates - Pacific Emerald Homes YW April 2004 ■ ceo 10th Place N. ' LSA No. 4630 r_' J 7 p F` G 4-32 CP �, PCK liul c. d 0. I 2" CON C `31 S89.47'30"w 132.61 �. j NW IE=481.41 I SE IE=481.60 128.29 �86 TESTiPIT #2:. , / TEST -PIT 1 CEL / # - N MAIN FLOOR FF=489.0 PARCEL / HOUSE y } % z>'S Y'rr Sf p i GARAG SjO, _�O - S J i �0 ' Test Hole Locations Lovell-Sauerland and Associates Pacific Emerald Homes ' April 2004 0 CZ 10th Place N. ��' LSA No. 4630 G aC SOIL SURVEY OF � SNOHOMISH COUNTY AREA, WASHINGTON UNITED STATES DEPARTMENT OF AGRICULTURE,; ' SOIL CONSERVATION SERVICE: ' Alderwood - Urban Land Complex, 2 to 8 percent slopes (soil # 5), This map unit is on till plains. Areas are irregular in shape and are 100 to 1,000 acres in size. The native vegetation is mainly conifers. Elevation is 50 to 550 feet. The -average annual precipitation is about 40 inches, the average annual air temperature is about 50 degrees F, and the average frost -free season is 170 to 190 days. t This unit is about 60 percent Alderwood gravelly sandy loam and about 25 percent Urban land. The components of this unit are so intricately intermingled that it was not practical to map them separately at the scale used. 1 Included in the unit are small areas of McKenna and Norma soils and Terric Medisaprists in depressional areas and drainageways on plains. Also included are small areas of soils that are very shallow over a hardpan; small areas of Everett, Indianola, and Ragnar soils on terraces and outwash plains; and soils that have a stony and bouldery surface layer. Included areas make up about 15 percent of the total acreage. The Alderwood soil is moderately deep over a hardpan and is moderately well drained. It formed in glacial till. Typically, the surface layer is very dark grayish brown gravelly sandy loam about 7 inches thick. The upper part of the subsoil is dark yellowish brown and dark brown very gravelly sandy loam about 23 inches thick. The lower part is olive brown very gravelly sandyloam about 5 inches thick. A weakly cemented hardpan is at a depth of about 35 inches. Depth to the hardpan ranges from 20 to 40 inches. Permeability of the Alderwood soil is moderately rapid above the hardpan and very slow through it. ' Available water capacity is low. Effective rooting depth is 20 to 40 inches. Runoff is slow, and the hazard of water erosion is slight. A seasonal perched water table is at a depth of 18 to 36 inches from January to March. ' Urban land is areas that are covered by streets, buildings, parking lots, and other structures that obscure or alter the soils so that identification is not possible. The Alderwood soil in this unit is used mainly for parks, building sites, lawns, gardens, and woodland. The main limitations of the Alderwood soil for homesites and septic tank absorption fields are the depth ' to the hardpan and the seasonal perched water table. Onsite waste disposal systems often fail or do not function properly during periods of high rainfall. Drainage is needed if buildings with basements and crawl spaces are constructed. Topsoil need to be stockpiled during site preparation and subsequently used to cover the exposed material. Additions of fertilizer and peat are desirable prior ' to seeding grass for lawns. This map unit is in capability subclass IVe. Lovell-Sauerland and Associates Pacific Emerald Homes April 2004 ■ C!Z 10th Place N. C ��' LSA No. 4630 r . 2 Wetla#d esowcozs 11fo, Delineation / Mitigation / Restoration / Habitat Creation / Permit Assistance 9505 19th Avenue S.E. Suite 106 Everett, Washington 98208 May 4, 2004 (425) 337-3174 Fax (425) 337-3045 Pacific Emerald Homes Inc. Sigve Helleren I V F, 01 PO Box 822 Edmonds, WA 98020 MAY 1'9 PERMIT COUNTER Re: Wetland Reconnaissance Report for 1551 10"" Place N., Edmonds, WA Dear. Mr. Helleren: Wetland Resources, Inc. conducted a wetland reconnaissance on the approximate 0.73-acre site (Parcel B) located at 1551 10th Place N. in the city of Edmonds, Washington. Wetland conditions were evaluated using the Washington State. Department of Ecology Wetlands Identification and Delineation Manual March 1997, as required by the City.of Edmonds. The subject property is irregularly shaped with access from the east via 10Lh Pt N. The site is undeveloped; surrounded by single-family residences, and is comprised entirely of maintained lawn with a subtle west aspect. A Category 3 stream flows. across the northeastern corner of this property and off -site to the northwest. This stream is shown as a Type 5 water on the Snohomish County Water Types Classification maps, and is not mapped as containing fish on the Snohomish County bull trout or Chinook distribution maps. Given the extent of alteration, the stream does not appear to be suitable habitat for fish. The stream flows from east to west through a series of m.an-made ponds and often landscaped stream channel.. This series of ponds do not.contain .wetlands, but comprise the ordinary high water mark of the Category.3 stream. Category 3 streams in the City of Edmonds typically receive 10-foot. protective buffers. As portions of the Category. 3 stream, these ponds shall receive 10-foot buffers. No wetlands are located on the subject property. Parcel B is comprised of maintained lawn represented by colonial bentgrass (Agrostis tenuis, Fac), common dandelion (Taraxocum officinale, FaclJ), and unidentified mosses. Soils display Munsell colors ranging from dark brown to dark yellowish brown (10 YR 3/3 to 10 YR 4/4) with textures of sandy loam, from 0 to 18 inches below the surface. Soils were dry to moist during our February site visit. Use of this..report. This Wetland Reconnaissance Report is supplied to Pacific Emerald Homes Inc. as a means of determining on -site wetland and stream. conditions. This report is based largely on readily observable conditions and, to a lesser extent, on readily ascertainable conditions. No wetland delineation was conducted. No attempt has been made to determine hidden or concealed conditions. Reports may be adversely affected due to the physical condition of the site and the difficulty of access, which may lead to observation or probing difficulties. The laws applicable to wetlands are subject to varying interpretations and may be changed at any time by the courts or legislative bodies. This report is intended to provide information deemed relevant in the applicant's attempt to comply with the laws now in effect. The work for this report has conformed to the standard of care employed by wetland ecologists. No other representation or warranty is made concerning the work or this report and any implied representation or warranty is disclaimed. Wetland Resources, Inc. a-� Louis Emenhiser Senior Wetland Ecologist Zoning and Vicinity Map Attachment 1 Tri-County Land Surveying Company 4610 200th St. S.W., Suite A, Lynnwood, WA 98036 Phone: 425-776-2926 Fax: 425-776-2850 December 11, 2002 Mr. Stephan Bullock, AICP Senior Planner City of Edmonds Development Services Department Planning Division 121-5"' Avenue N. Edmonds, Washington 98020 Re: Vesta Lerdrup Property at 1551-10t" Place N., Edmonds, Washington Dear Steve: Thank you for the opportunity to meet with you at the Development Services counter (11- 22-02) in regard to the Lerdrup property. I am enclosing copies of the Statutory Warranty deeds. These deeds disclose that the Lerdrups purchased Parcel B from Otto Marten on March 11, 1957, Auditor's file Number 1228331. Otto Marten had purchased Parcel B on September 11, 1956. (Vol. 602, Page 462) records of Snohomish County. The Lerdrups later purchased Parcel A on October 7, 1957 from James and Doris Matheson, Auditor's file number 1255641. I've also enclosed a copy of a survey drawing by Reid Middleton, (September 1956) showing this property as two parcels as well as a Parcel C. Snohomish County Assessor has also acknowledged that there are two separate parcels on this property. Please review this information. I am asking you or the City of Edmonds to also acknowledge that the Lerdrups do own two separate parcels and that building permits could be issued on these lots at a later date. They need this in case they should decide to sell one or both of the parcels. This property was annexed into the city under ordinance number 718, dated 1958. I'm providing this information at your request. Thank you for your time and assistance on this matter. Please call me should you need additional information on this site. Sincerely, Tri-County Land Surveying Company Jack Siebert, PLS President Enclosures Attachment 2 % it. q t° _ ►wr L:1• Statutory Warranty Deed vc r�U? Tilt: GRANTOR a J. W. YATFESON and DORIS L. MUTHIMN, his wife, 1 for and in oinsideratilm ief Ten Dollars (SlO.00) and other food ani valuable consideration, in hand paid. tamveys and warrants toOTTO E. MARTEN and VERA MAZ7. 1is tri fe_ the followinit desctihtd real tetate• situated in the (•ount of Snohomish l�•a..hinRtnn: That portion of the SWk of SE � and Cov't. Lot State of R. 3 E., "I.M., described as follows: 3, Section 13, r. 27h., Berinninp at a point on the North line of said 4Wl of SEE South 89'h7' •.est 42.7.82 feet from the northeast corner thereof; thence continuant± South 89047' `test 20.61 feet; thence South 32038130" West 122.84 feet; thence South 51002' East 89.36 feet to the centerline of 2nd Avenue, Original Mat of North Edmonds; thence North 38034' East 38.5 feet; thence South 51026' &tst 14.5 feet; thence North 38034' East 150.32 feet; thence North 67053143" '••!est 121.26 f—t.; thenr•e South 0038, East 25.00 feet to the point of beginning, Subject to Agreement of Record. REAL ESIAIE �unt.:ht t'a,tD SEP 11195G �4� t� Ifmae ti.atn� Dated this 4th day of September, 1956. N. ■ Now . •. .: � /V'�t'! L.,) •1 J-�_lauLi STATE. OF IWASHINGTON, 7 �= ('aunty of Snohomish / �> � 1 On this day personally appeared before me J. W. Matheson and Doris L. Matheson ?� to me known to be the indiv;dual s Purposes described in and who executed the within and f +v ote><oint loatrument, and A k that they signed the same as then us" uses and puriwses therein mentioned. fret and voluntary sect and deed tar the ---...GIVEN under my hand teed official seal this 4th day of September, 1256. ` •'eta �. .2V4C_ A'elwy Pat rw ow "arAbe of fM Attachment 3 122&'33t REAL ES /erg ooN cr Yo` 614 ►�cf344 THIS CONTRACT. made this ' Nh . dal of 1arah, 19M between OITO E. llANMI and VZU 111 , his wife bendmaftw tiled the -senw, and im a. Isat TWU P. LZIM err, his wife her called the-purcham"I WITNESSETH: The seller adnal b 90 to the.pvehew, wad the Pavchaav aQeea to pordmae of the wfkr the fod mM deacrtbW rd eawa with the akaatr in 8sobem.lsh Gmuty. VVaa�toa: That portion of southwest gunner of Mathsast nnartsrsed Government Lot 39 8oetioa 13, Township s7 Sort-', AMP 3 M, doseriled as followst Beginning at a point oa the north line of said southwest Quarter of southeast Quarter south 89e47, west 427.82 feet frame the nortbeass oerasr thereof; thence eoati.uiag south 89.47' seat west 20.61 toot; thence south W389300 west 121.84 feet= theses south 51.02, out 89.36 feet to the sector line or llnd Avemeop Original Plat of north Sdoonds; then north 380341 east38.3 root; then" south now$ scat 14.8 root= tbeaae north 38e34e east 130.3t foot; tbonoo north 67e030439 m"t In.26 roetj thesoo aeutb 0o309 east 25.0c feet to point of bogimiaa. Pr+n o/ incrrabrancee, a=c:pt : .. .. . Re-trictlone end reservations or rneord ►.tAR ] 1 W7 On the fonow:ng tense and aadim : Time psechsn prim is 210 tees thousand rive hunered and so/nor---=------ (S 18,5W.00 )donsn.of Five thousand and so/1rC ------ ----(i 5000.00 )donors ► as berm paid. the receipt wlia m a betalq Odrsowledpd, rand the pwdmw ap-n to Psi dw 6slasrs of said v.retw« pore tie loom": 8125.00 or more on the 10th day of April, I;rW wad :23.0. or mere on -he lot1 247 o: with and everT nosth tort -meter until es-Iro 2asaeo era toss paid Is The above ,perrAnts are to lselud.o "toreat mt ..ys rate sf e(P ;,or swum, 1a-erest '- M:.M 1)- - ..;avid IMnathly bei&.eea. no Perch"m apes: (1 tar Pay br/see de�wwry an Pe1�sree� rg e of waa.w awerred tie be tarts wpm sr by VMS* d am ssrtpra If any: woe an ass and smwsr wtYh am orsee, aoeimmme/ by him If awe, a" 4 -4S sed psaasr. b w m*W Setae h 3r as at poomms. tied sow as Istaaa -with say bar<w11 Ie IaeW e/ im0wad spew M bP lamas e/. pY ela�/ara r/ �s aM�tlaal Aweb1 te1Mm . or Part♦ Mod; (0) a bar do boiatp mw and bwm w �aad open *4 aaasairtdir Mwn/ a�a Nr w &%i tie do M IswrWr w" Mod, is nr new of a. arnar r ewse►. fr r Isawaw wr+nq a Ass arsr ON *r bomb of ft Gr srn. sd ds •�Ad b mM �P�wr• atd /<s rsn/nw P" it r Yew M sm" err Pw�rw resli/al�eaarPl end W M 0Is ddko" Is 0 rsr1�/rr: P 1 eI brq the befii� w r �► s yea 11s pair /w/ tntPair sal taw bo Ptt1�11 westl seed ;11 mwfrtw•sPr.i.lw__W P—r—. r r clew fiti11 M Pniev fir Y is PSI felon Y�nlrtq ea/ rr a awala�re et mV tatAa r 9s bs toot trMU of 1b e/ fn> /Isis err 1Mre r tw eY btteas r/ snlwllel� min tatrl w/ suns f�mtstaq sd"�a.�setaa_aY. 1ftt eS:'` frt Im& mda d—M l�fil.wf�.■�.��/�r newt.; tarPf WPW=mPW_11r. r.i.rMndgergi�ti i � •" - •..�. - � ys'%„ rt"1tlLtrlrsli�- � � i�a.•►� • Attachment 4 VOL U19 PAGE The pum_haser agrees to gm=w all risk of damage to any improvemedo upon the prekdaes. or of the taking of any pat of the property for public are; that no such damage or talonll g deconstitute a faihrre of consideration, but in ease of such dama� or tal Ing, aUmoneys reoeired by the seller by reason thereof shall. be applied as a payment on account of t]se purchase price of the property. k u nay cams of money which the seller may be required co expend In procuring such money, or at the election of the seller, to the rebuilding or restoration of such improvemessm The seller agrees, upon receiving full paytnertt of the purchase price and interest in the manner above sM dfied, to execute and deliver to purchaser a UrTanty deed to the property, excepting such put thereof which may hereafter be condou condemned, if any, free of incumbrances except those above mentiated, and ally that may accrue hereafter through any person other than the seller. The seller has delivered, or within ten days herefrr_m will poicenre and deliver, tb the purchaser. a title policy in usual form issued by the ?uget Sound Tide Insurance Company, insuring the purchaser to the full amo unt of said purchase price spinet ba or damage oonaiooed by rearou of defect in, or incumbrance against, seller's title to the premises, not aapsmed by the purchaser, or as to which the conveyance hereunder is not to be subject. The parties a((ree: (1) to execute all necessary instruments for the extension of payment or renewal of said mortgage during the period prior to the delivery of aid deed, or the termination of purchaser's rights b� virtue of the provisions hereof; prorided the seller shall not be obligated thereby to assume any personal obli- gation or to execute any mortgage providing for a defiriency I'tadgment against the seller, or securing a principal indebtedness in excess of that now unpaid on the above mentioned mortgage or bearing an interest rate of more than two per cent greater than that of the original mortgage indebtedness; (2) that the purchaser has nude f ull inspection of the real estate and that no promise, agreement or representation respecting the condition of any building or improveman thereon, or relating to the alteration or repair thereof, or the placing of addi- tional improvements thereon, shall be binding unless the pro nine, agreement or rtwrse ation be in writ- ing and made a part of this contract; (3) that the purchaser dal) have possession of the. real estate on March 10, liV and be entitled to retain possession so long as purchaser is not in default to carrying out the terms hereof; and (4) tka, upon default, forftitarc may be declarrl t, rotice sent by rrgntered mail to the address of the purchaser, or his assigns, last lotown to the seller. Time is of the essence hereof, and in the event the purchaser shall fail to comply with erform any con- dition or agreement hereof promptly at the time and in the manner herein required, the .cha may elect to declare all of the purchaser's rights hereunder terminated, and upon his doing so, an payments made by the purchaser hereunder and all t'rtsprovemens placed upon the premises shall be forfeited to the seller as liqui dared damage+, and the sefkr dell have the tight to re-enter and take possession of the property: and if the wllrr within six months after such forfeiture shall continence an action to procure an adjudication of the termination of the purchasers rights hereanJer, the purchaser agrees to pay the expense of searching the title for the purpose of such action, together with all costs and a reasonable attorneys fee. Its 11'i1ne1,r Whereof the parties have s' and sealed this ctmtrae a day and year first above written. .._.... __...... ...�._.__..._....._._........... (Seal) L�_<<..:...--- ...... (Seal) 'f ',L c — ( Seal ) ................ . ) / STATE OF N'AShINGTOV, OL �sdletaitin t- ■ lour pantie is sad la the rtaw of N'aaM l t • ^Rt�rl Iweb� certilr that on thw Ml ilalcFll-A 19 7 r stipmed beimc aw rttia and ?tilt l:�,rttio r' /tbMt.10 6r tln idieidril.,< drarr*r is sad r.tw saerat_d Ow Iwefoiq iastrarayae,,red arartotslek d �f""ed iad kdrd M arw r _rash! ... Iree sad wA—sarr set and dswfr for ow sues awd titpw tarreia artrratrd Given ssaAer -r l-W ass .Josh ,sJ chat der► aid cur last abtne /' A . lrsNit V sd � ,tar• � N'srAismtoq ttislYa K. xat_la _... ��yf PT9 ion d • a � 3 � 0- G✓� r.7 • Ez rN O X n ..' M to i.. t._ s a E ti W ♦•i w ��. r�'. ..J Cjo VOL F31 !A.F ([,�•y{2 V 1255641 Statutory Warranty Deed THE GRANTOR J. -. Kathexon, also known +s James A. lsatheso.. aid Doris L. 1fa.theeor, his a;fe. for and in coruideration of Ten Doliare and other •alursLle oonsiderstiot.s, in hand paid, cow-eys and warrsrts to Jena Re Lertimp ant Testa V. : c , hie %ife, the following described re-tf estate, ritusted in tbi county of Stoho>zisL l' Washington; State ')f ^ba Portion of southwest 4:4"tsr of south*&.& quarter of-^.ection 13, tu�aeb'H 27 north, Raoge 3 Fast, J. Ia., deso-ibrd as fol .)wsl Reginaine at a Point oa the north line of Bald southwest quarter of southeast querter South 59047' iieet 44d.43 feet frim the northt," t corner thereof for the erne point of "3eginning of this descr.'ptiun; thence oontinning V,ath 090 479 Next 11x.C,'o feet; tb:uce So;:th 3eo ,1 • 66.70 feet; thence moth 51002' least 189.36 test; W the aet.ter line of lad dre In Ori;�nwl ds Plat of North rAnOn; thence Korth :,d034' a.st J.'.•:0 f*b:• :bonne North Sl. U29 ,test 89.36 feat; thence North 3:;0 3r,• "0" 1.0t 1e2.1A .feet to true point of bVinning. Dat-d ebb 4U. day of October 19L,. RE01 ESTATE /f STATE OF WASHINGTON, COUNT a( MOMtlM Os tics dsy peesawrYy 49befarx Ise Je re Dilisttesoa also kZOWl as JbMee e . UsthNa: art Dee Le Daliss , bdo wife tC r loses M be the WMdwil s dsavtbe� b asd wM aseeeted t4 W" and Ioreaoia f faataw wet. sand sto d do t w ,is�x d ibsitr fees sad styes srrq�, .otmttary act owrlaad, for elf ad 4+a Attachment 5 . i _ _.__._,_li._ _IMIML .i � � '7.1 -. i .; t I. L j ' W 1. M 0 _4 E ; �, G 4 . i 15' • r• f+.iti. �; .'y,, i7�. ° '. ;,_,' 'r - ,. .}.. - ' 7r, w'• v . ♦;:. Gr"r - - 1f: r..; ,n I J. il,f- y.i w••.,•JY' r.)r°1!1'•♦ '7irir'~ .Lf�7'f�,�'y `s l':f�r1•,.��,��1 S' �.� ..C. .i�:.. ,y },51�"�. t,,� �•A' t' t:.r - •i iM �` f +;� Si F t ��f`t eSJ 3^ �!I y!/� (�� 71 � f R .%,' .��`�` '" �,.T -Y. :lftr.�f %: I 'Yt�i'j!?�y,d.'Y<Ca ,'•j. ♦ ' 't.�.a l; t• J + 1it tf� rV^yfrV •k 1 .!j'•'�' :rN�+r (.r. `� `._ J •,%A. 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Q .S$ :�=M1`Y, 5":,�'n .(, �. -+1. .,,YR - 7,. (�c �' {.-..rah,,•. _�I. �1{ r ..'! ... . �:t' ri 2' 17.*030 lure may overc me such a presumption only by presentation o substantial and competent evidence which esta 'shes the legal noncon- forming nature of such uilding by clear and convincing evidence th the structure was permitted by Snoho County or the city of Edmonds, wa permitted by such agency and was in complet compliance with the applica- ble provisions of to law and county or city ordinance, at the da a such construction was initiated and was c pleted. [Ord. 3327 § 1, 2000; Ord. 3 1, 2000]. 11.40.030 Nonconforming lots. A. Definition. A nonconforming lot is one which met applicable zoning ordinance stan- dards as to size, width, depth and other dimen- sional regulations at the date on which it was. created but which, due to the passage of a zon ing ordinance, the amendment thereof or the annexation of property to the city, no longer conforms to the current provisions of the zon- ing ordinance. A lot which was not legally cre- ated in accordance with the laws of the local governmental entity in which it was located at the date of the creation is an illegal lot and will not be recognized for development. . B. Continuation. A nonconforming lot may be developed for any use allowed by the zon- ing district in which it is located, even though such lot does not meet the size, width, depth and other dimensional requirements of the dis- trict, so as long as all other applicable site use and development standards are met or a vari- ance from such site use or development stan- dards . has been obtained. In order to be developed a nonconforming lot must meet minimum lot size standards established by the provisions of this code, subject to the provi- sions of subsection D of this section. r C. Combination. If, since the date on which it became nonconforming due to its failure to meet minimum lot size or width criteria, an undeveloped nonconforming lot has been in the same ownership as a contiguous lot or lots, the nonconforming lot is and shall be deemed to have been combined with such contiguous lot or lots to the extent necessary to create a conforming lot and. thereafter may only be used in accordance with the,provisions of the Edmonds Community Development Code, except as specifically provided in subsection D of this section. D. Exception for Single -Family Dwelling Units. An applicant may build one single-fam- ily dwelling unit on a lot or parcel regardless of the size of the lot or parcel if, but only if, one of the following exceptions applies: 1. In an RS zone, such nonconforming lot may be sold or otherwise developed as any other nonconforming lot pursuant to the fol- lowing conditions and standards: -a. The lot area of the nonconforming lot is not less than the minimum lot area spec- ified in the table below for the zoning district in which the subject property is located, and b. Community facilities, public utili- ties and roads required to serve the noncon- forming lot are available concurrently with the proposed development, and c. Existing housing stock will not be destroyed in order to create a new buildable lot, and d. The proposed development of the lot is generally consistent with the character of the surrounding neighborhood. Lot Area Table % Needed for Lot Size Needed Zone Legal Lot for Legal Lot (1) RS-20 60% 12,000 (2) RS-12 70% 8,400 (3) RS-8 �0% --- 6,400 (4) RS-6 90% 5,400 2. An applicant applies for necessary permits to construct the unit within five years to the date the lot or parcel is annexed into the city and the lot or parcel was lawfully created under provisions of Snohomish County subdi- vision and zoning laws as well as the laws of the state of Way shington; or • (Reviwd5/01) 17-10.4 Attachment 7 Edmonds Community oelopment Code 17.40.040 r: 3. An applicant may remodel or rebuild one residence on a nonconforming lot without regard to the 50 percent destruction require- ment of ECDC 17.40.020(F) if a fully com- pleted building permit is permitted within one year of the destruction of the residence and all other development requirements of this code are complied with; or 4. The lot lines defining the lot or parcel were recorded in the Snohomish County recorder's office prior to December 31, 1972, and the lot or parcel has not at any time been simultaneously owned by the owner of a con- tiguous lot or parcel which fronts on the same access right-of-way subsequent to December 31, 1972, and the lot or parcel has access to an access right-of-way which meets the minimum requirements established by this code; or 5. - The owner oEa lot . which was law- fully created under he Snohomish County subdivision and zonin aws and which was annexed to the city of E onds on or after December 16, 1958, may file fully completed building permit applicati . or a development lot in accordance wi the provisions of this chapter and develop th lot if a fully completed building application to velop said lot waste filed with the city on or be a the date. estab-:; lished by Ordinance No. 30 . This paragraphm (D)(5) shall sunset removed from then code two years 'aft r the effective date of the passage of Ordinanc No. 3024 and is intended to provide a window opportunity for those persons who comply .th the provisions of subsection D of this sect' n but who are barred due to the passage of 'me an equal opportunity to develop a lot in cordance with the provi- sions of the code. [ d. 3153 § 1, 1997; Ord. 3024 § 1, 1995; Ord. 2936 § 1, 1993; Ord. 2292 § 1, 19821. 17.40.040 Nonconforming signs. Nonconforming signs are injurious to the health, safety and welfare and destructive of the aesthetic and environmental living condi- tions which this zoning ordinance is intended to preserve and enhance. Nonconforming signs shall be brought into compliance with the provisions of. Chapter 20.60 ECDC under the following terms and conditions: A. No nonconforming sign shall be expanded, extended, rebuilt, reconstructed or altered in any way, except as otherwise pro- vided in ECDC 17.40.050; provided, however that the following acts are specifically permit- ted and shall not in and of themselves require conformance with the provisions of Chapter 20.60 ECDC: 1. Normal maintenance of the sign; 2. A change in the name of the business designated on the sign; or 3. Any action necessary to preserve the public safety in the event of damage to the sign brought about by an accident or an act of God. B. Any nonconforming sign shall . be brought into immediate compliance with the code in the event that: 1. An act prohibited by the provisions of subsection A of this section occurs; 2. The building to which the noncon- forming sign or signs is appurtenant is remod- eled or receives an addition equal to 25 percent of the building's value prior to the addition or remodeling; 3. A change in the use of the building to which the sign is appurtenant or the land upon which the sign is located occurs; or 4. An application for the erection of a new sign or signs is made by the owner or les- see of the business premises to which the sign is appurtenant. C. None of the foregoing provisions relat- ing to permitted maintenance, name change or preservation of the sign under paragraph A of this section shall be construed so as to permit. the continuation or preservation of any non- conforming off -premises sign. [Ord. 3353 § 10, 2001; Ord. 2429, 19841. 17-10.5 (Revised 5/01) lz t a 1(�^r Y • lJ SITE BENCH MARK - DATUM (ASSUMED) SAMTAR SEM MANNOU'A' (SSW1-A) ,,,KM ASSU ED — DFV IM.1G NOTE. PNEPBCUNDA� SNOFN H r SUMP M P ,RAI Of ypT{y AY NUIa St r7 fr OIgm cum mas IN SE1/4, NE1/4, SECTION 24, T. 27 N.. SRO VV�, APPRpO�VD BY PLANNING VICINITY MAP MT.S orrtx/APPIA �e N� c.WNo.m. _ _wuwm _ (vSY.n-WTI ne l2Naa-,.. T-900-424-5SSS F MOFtD MlOCFO M SURYEY DATA bl�R Ir0 OM�Fm�Yn r W oMNwQ semi _� wt(•vp»f-� IIeIWP+�� m� A occur, oac �EWY,_FE5CM1(DN I�mooAm b�m�.apMWM usr�W Fmd rFa nAr >K am, AMw io tn1 n umt�M rim[. SIT ADDRESS u plansm�-iam C Four AO !ua nm¢o W Nam) APPROVED FOR CONSTRUCTION m®„M„ CITY OF EDMONDS mT M� SITE DEVELOPMENT PLAN FOR PACIRC EMERALD HOMES DECEIVED 107H PLACE NORTH IN SWI/4, SEi/4, SECTION 13. T. 27 N.. R. 3 E., W.M. pt i. CITY OF EDMONDS MAY 1 9.2004 A9�/��$ SNOHOMISH COUNTY, WASHINGTON IlV , 6@ TPTIY anu YT m[F. • NRT.,,,d ,mW� ILL �,>b. LERLoren-Sanerland 3 AmclatM Inc. PERMIT COUNTER . i • �- .CITY OF EDMONDS co DEVELOPMENT SERVICES DEPARTMENT 121 5TH AVENUE NORTH, EDMONDS, WA 980.20 (206)771-0220 rn M DETERMINATION OF LEGAL NONCONFORMING LOT ---I PROPERTY ADDRESS: 1551 loth Pl. N. and 1541 10" PI. N. vacant adjacent parcel to the wes�n TAX ACCOUNT PARCEL NUMBERS: 2703 130 004 128 00 — Parcel A and 2703 130 041 2M Parcel B LEGAL DESCRIPTIONS: Legal description for Parcel "A" as shown on the map included as Attachment 6 is provided on Attachment 5. Legal description for Parcel "B" as shown on the map included as Attachment 6 is provided on Attachment 3. It is hereby determined that pursuant to Chapter 17.40 of the Edmonds Community Development Code the property identified above contains a nonconforming (check only one of the following): USE BUILDING Description of legal nonconforming lot: LOT X SIGN A surveyor representing the owners of 1551 10"' Place North made an inquiry to the City to determine whether the property at 1551 loth Place North, could be considered two legal lots (Attachment 2). The property consists of two parcels. One parcel, described above as parcel "B", is developed with a single-family residence. The other parcel, described above as parcel "A", is vacant and appears to be substandard according to the development standards of the RS-12 zone where it is located. (See Attachment 6) The surveyor was able to provide information in the form of deeds that describe the two parcels and show the transfer of ownership to separate parties (Attachments 3, 4, and 5) as well as an old survey map that shows the two parcels (Attachment 6). The two parcels as described above were sold as separate parcels to two separate parties in 1956. At this point, the property was within unincorporated Snohomish County. In Snohomish County, prior to 1972, a formal subdivision process was not required to create a new legal lot. The deeds and survey indicate that the lots were legally created and, when annexed to the City of Edmonds in 1958, became nonconforming lots based on size according to ECDC 17.40.030.A (Nonconforming lots) (Attachment 7). The lots are now in ownership by the same person and are thus considered to be combined according to ECDC 17.40.030 (Nonconforming lots — combination). According to this section, the lots are deemed to be combined and thereafter may only be used in accordance with the provisions of the Development Code unless that property qualifies for an exemption that would allow it to be considered a separate building lot. Section 17.40.030.D (See Attachment 7) provides specific exceptions that, if apply, can be used to build one single-family dwelling unit on a nonconforming lot or parcel regardless of size. Staff has determined that the first exception provided in Section 17.40.030.D.1 (Exception for Single Family Dwelling Units) can be applied to the nonconforming vacant lot. The key element of this exception is that the lot must meet the minimum area requirement provided in this section. In this case the minimum area is 8,400 square feet. The survey map (Attachment 8) shows that the vacant lot parcel "A" meets the exception because it is 11,375 square feet. An address of 1541 loth Place North, has been assigned to this vacant lot. Therefore, the determination of the Planning Division is that lots "A" and "B", as described above, are not required to be combined and are considered separate buildable lots. This determination was made based on the information provided above and with the documentation that is listed as attachments 1 through 8 as listed below. This determination is made with tOnderstanding that the status of the parcel be altered by amendments to the Edmonds Community Development Code (ECDC) adopted subsequent to the issuance of the determination and provided that the City shall not be liable for damages for its action to amend the ECDC affecting this determination. This determination shall be null and void if any activity, action, or omission as listed in ECDC Chapter 17.40 occurs which would terminate the nonconforming status. This includes, but is not limited to, alteration to the nonconforming use, building, lot or sign not in accordance with the requirements of the Edmonds Community Development Code, including required approvals and permits. List Attached Documents: Attachment 1: Zoning and Vicinity Map Attachment 2: December 11, 2002, letter from Jack Siebert, PLS Attachment 3: Deed conveying parcel "B" from the Mathesons to the Martens, September 1956 Attachment 4: Deed conveying parcel "B" from the Martens to the Lerdrups, March 1951 Attachment 5: Deed conveying parcel "A" from the Mathesons to the Lerdrups, October 1957 Attachment 6: Survey Map by Lerov F. Middleton, September 1956 Attachment 7: ECDC 17.40.030 Nonconforming Lots Attachment 8: Survey map by Tri-County Land Surveying Company dated December 2002 Owner of Record: (NAME) (SIGNATURE) (DATE RECEIVED) Issued by:I� i STP.t 7T a. (NAME) (TITLE) v..n (SIGNATURE) (DATE) NOT AUTHORIZED FOR RECORDING let'r' ., � )t1 , ��, - �,. - �. `�� - L 1�n � . � � r .. ,,.iE . , .... 'i0.. Ct 3'; � s; .:! • r..-.t .�r. . City of Edmonds Permit No:NOW I` RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date:10hla-i A. Address or Vicinity of Construction: 1541 �0 � to/. / B. Type of Work (be specific): SE wE w- C0 /V tq r= C_T 1 (0^l C. Contractor: T�L11=1L. Mailing Address: -Po ?DY in2rz' State License #: 1I'1trk�=sttogoez_ City Business License #: to' 1 LP Contact: S I (a 4 F Phone: 7-(/ Q Liability Insurance: Bond: $ 12-, ow D. Building Permit # (if applicable): Dco4 - o t-Wl Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project ❑ EUC (PUD, VERIZON, PSE, COMCAST, OVWSD) ❑ Multi -Family .Single Family ❑ Other INSPECTOR: F. PAVEMENT CUT: ❑ YES ❑ NO G. SIZE OF CUT X CONCRETE CUT: [I YES �IO G. ❑ Mail Approved Permit Call for Pickup INDEMNITY: Applicant understands by his/her signature to this application he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. ♦ Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possession. ♦ Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City - approved material prior to the end of the workday - NO EXCEPTIONS. ♦ Three sets of construction drawings of proposed work are required with the permit application. CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK I HAVE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THAT I MUST MAKE THE PINK COPY OF THE P IT AVAILABLE 01V;SITE AT ALL TIMES F RT SP TIONS ` •,. , Signatur (1--A(T .t'\ Date: I (Contractor or Agent) FOR CITY USE ON.I Approved by: Time Authorize - Void After Special Conditions: kcsr br2ti" nw ' -t-o Li le;c Right-of=way Feelt., Disruption- Fee/Fund-11.1: Inspection,fee: REQUIRED INSPECTIONS: Call 425-771-0220, Ext. 1326 for a 24-ho r voice-recorled inspection request line. r' / FINAL APPROVAL OF PERMITTED WORK: Inspector's DATE: t O Documents and SettingsTurtisNy Documents\Fortes\Engnrng\ROWpermit_ doc Revised 10/01/03 CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION IER NAMEINAMgfiFPUSINESS ING ADDRESS b �� T MoN 05 EGEN� {I�v �O•((••++j'r54- E ►r-,51WIESS D3 13ot,v _ w - ZIP TELEPHONE 6F-1(, L# ' IKVpw �HE75 ICB0 M i U � 1 q�01 ZIP �Tw2r, ELEPHONE, o�l�lDt�S� STATE LICENSE NUMBER EXPIRATION TE PAC.� . ljda 0je Z._ :, ECKED B) AA PROPERTY TAX ' OUNT 3 UO -4 --a 1 OOI NEW RESIDENTIAL PLUMBING /MECH ""�� 777❑ ❑ ADDITION ❑ COMMERCIAL COMPLIANCE OR CHANGE OF USE ❑ REMODEL ❑ MULTIFAMILY ❑ SIGN REPAIR GRADING CYDS FENCE ❑ ( X FT) ❑ DEMOLISH ❑ TANK ❑ OTHER ti�GARAGE RETAINING WALL CARPORT ❑ ROCKERY FIRE SPRINKLER ❑ FIRE ALARM OF USE, BUSINESS OR ACTIVITY) EXPLAIN: o NUMBER NUMBER OF CRITICAL OF DWELLING I AREAS Ph O�-�� O STORIES UNITS NUMBER 1 DESCRIBE WORK TO BE DONE SOURCE GLAZING %r 1011 LOT SL PE % BECK NO: 'VESTED DATE THIS PERMIT AUTHORS ONLY THE WORK NOED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY: ANY CONSTRUCTION ON THE PUBLIC I DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. E i PERMIT APPLICATION: 180 DAYS PERMIT LIMIT. 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS SEE BACK OF PINK PERMIT FOR MORE INFORMATION 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF i EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY FROM THE ISSUANCE OF THIS PERMIT ISSUANCE OF THIS PERMIT SHAt4 NOT BE i DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY HRDINANCE NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- TIOIt AND W DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED I11 VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COM2*NQATIQN INSURANCE AND RCW 18.27. l PERMIT EXPIRES USE PERMIT ZONE NUMBER JOB ! , ADDRESS SUITE/APT# DL,C�-�'/l PLAT NAME/SUBDIVISION NO. LOI NO.m3 LID NO. L-- l�Q LID FEE $ PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TEBCPmit Requi RW Permit Requred EXISTING �- PROPOSED Street Use Permit Req'd InspecWn Requbee Sidewalk Required REQUIRED DEDICATION �+ FT underWound Wiring required METER SIZE .5/ It LINE SIZE It NO. OF FIXTURES PRV REQUIRED / 3 YES i❑ NO 0 REMARKS OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROLMRAINAGE 2£f� I !rvS PF C T I n N • /7�Q o� , n w1. ,. /27 61 A `rc ! 'CAnrrT-Af2b &S )E- CPS 14 T-i n N (7/t1 NAL EERING REVIEWED BY DATE �4.r7'l %mac LLCM S�Z Sys REVIEWED BY DATE 5 W I Q M VARIANCE OR CU SHORELINE OR ADB# INSPECTION BOND ------"► REO'D I POSTED I YES ❑NO $ SEPA REVIEW SIGN AREA HEIGHT COMPLETE EXE T ALLOWED PROPOSED ALLOWED PROPS. EXP <, LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.) ALLOWED PROPOSED FROND SIDE/ REAR/ FROPT � SIDP REAR/ u 3S % �s/ �o l0 to ff to 10 1 q ING PARKIL LOT AREA P ING REVI ED Y DATE RE D VIDED 1-14 1 y S/a I/o REMARKS CHECKED BY TYPE OF CONSTRU ION vi CO OCCUPANT GROUP �3 SPECIAL INSPECTION OCCUPANT REQUIRED YES JAREA LOAD REMARKS PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REG'D p 9 4&ffr,6y w I&dl Pf#3o-7;z/ m VALUATION Description FEE FEE Plan Check Q a rDeiscr�lptlon rchargeBuilding Permit harge -" Plumbing V Base Fee Mechanical D f Grading -'7v Engr. Review Engr. Inspection Ere Review Plan Chk. Deposit " Fire Inspection 7' Receipt # 3�0 Landscape Insp. Total Amt. Due 006I Sic Recording Feet'" Receipt # APPLICATION APPROVAL CALL This application is not a permit until signed by the FOR INSPECTION Building Official or his/her Deputy: and Fees are paid, and receipt Is acknowledged In space provided. SIGNATURE DATE (425)OFFICIALS �- 771-0220 BY EXT 1333 'Mi %mm.owwru& TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FWiAL WlSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- WE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 own PRESS HARD -YOU ARE MAKING 4 �% i0� �o' � _t �f.t, (\ .. 'p ,aY � �� a�w '�J-q*pfc�[i"..'.��:}•• �.r>� •r: r� -'r -j. � _ ��r�� a-.�r J /''�.`�G )* c! � 'd, r�r��l' � r .R . � 1 ;�.�,,...'ti •.•+iS l' t .r.. �' ,. f'. .,`�L� v,,. '-�'i�� •'�},: �,.:-"s, �' ✓ --. e � �i;' Q.,u •.� • odQ'l�tt' M ti:� r ' ,, 7, f - o ,�;. •�..,_ w/ A> ';',+, •�4!L ',:n•�.':'�`':• �r !fir «,''' -i `;�f '�;v' .t+sri _I. Fi'r. ^r> '-^may. 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'�` .-" :�.-j� ! -•__ PORTIONS OF THE N.W.1/4 AND S.W.1/4 OF THE S.E.1/4, SEC.13, T.27N., R.3E., W.M., SNOHOMISH COUNTY, WASHINGTON STREET FILE 1-5-4-1 /P //Z-;-1 lvw� 0 IN le O �Nqf o NORTH LINE OF THE S.W.1/4 20 21' N6�S OF THE S.E.1/4 OF 13-27-3A / FENCE SS '5O'14°W 132.61 O29"w 128.29 / �2� 26 4.32 ��• / `� PILLWAY POND + C9 PARCEL B 11,317 SF (EXIST.) 12,153 SF (PROPOSED) / ,E,t'IST1Nly O \3g / IN, HOUSE SPILLWAY / \ PARCEL A �v SS . 18,373 SF (EXIST.) 17,536 SF (PROPOSED) �301 GF GARAGE , w L tK ,N Op •"� GARAGE / ZONING=RS-12 CERTIFICATION: I, CLINTON M. HURLBUT, AS DESIGNATED ATTORNEY IN FACT FOR THE PRINCIPAL, VESTA P. LERDRUP, THE OWNER OF FEE SIMPLE OF THE LAND HEREIN DESCRIBED, DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT AND DECLARE THE BOUNDARY LINE ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF SAME AND SAID BOUNDARY LINE ADJUSTMENT IS MADE WITH FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER. IN WITNESSWHEREATI HAVE SET MY HAND AND SEAL hi c% � CLINTON M. HURLBUT STATE OF WASHINGTON ) SS. COUNTY OF SNOHOMISH ) ON THIS DAY APPEARED BEFORE ME MR. CLINTON M. HURLBUT TO ME KNOWN TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED THE FORGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE SIGNED AND SEALED THE SAME AS HIS OWN FREE AND VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED HEREIN. GIVEN UNDER _MY AND AND O OFF�CIAL SEAL THIS DAY OF Y / .�- `--I-a� , PRINT NAME '(ftt-A t✓l A Atu NOTARY PUBLICC IN ND FOR THE STA OF WASHIN-QTON, RESIDING AT WASHINGTON MY COMMISSION EXPIRES _b"r�l? 4sl' CITY APPROVAL: APPROVED AND AUTHORIZED FOR RECORDING BY THE CITY OF EDMONDS PLANNING DIVISION, BY THIS _ DAY OF�'�gk-, 2003. WASy�y� < S y 1!`rj o � _ z Fir sr0�14 � J D,ygC L AN� EXPIRES 11/14/04- EDGE OF PAVEMENT S89'50'14"W 427.82' N.E.CORNER OF THE S. W. 1 /4, S. E.1 /4 13-27-3 N 0 FND. MON. IN CASE PIN IN CONCRETE (N O 30 0 15 30 60 CA v FND. MON IN CASE W/2" DOME W/X ORIGINAL LEGAL DESCRIPTION PARCEL A: THAT PORTION OF SOUTHWEST QUARTER OF SOUTHEAST QUARTER OF SECTION 13, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SOUTHWEST QUARTER OF SOUTHEAST QUARTER OF SOUTH 89'47' WEST 448.43 FEET FROM THE NORTHEAST CORNER THEREOF FOR THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 89'47' WEST 112.00 FEET; THENCE SOUTH 38'34' WEST 66.70 FEET; THENCE SOUTH 51'02' EAST 189.36 FEET TO THE CENTER LINE OF 2ND AVE. IN ORIGINAL PLAT OF NORTH EDMONDS; THENCE. NORTH 38'34' EAST 16.00 FEET; THENCE NORTH 51'02' WEST 89.36 FEET; THENCE NORTH 32'38'30" EAST 122.84 FEET TO THE TRUE POINT OF BEGINNING EXCEPT ANY PORTION LYING WITHIN 2ND STREET. ORIGINAL LEGAL DESCRIPTION PARCEL B: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER AND GOVERNMENT LOT 3, SECTION 13, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SOUTHWEST QUARTER OF SOUTHEAST SOUTH 89'47' WEST 427.82 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE CONTINUING SOUTH 89'47' WEST 20.61 FEET; THENCE SOUTH 32'38'30" WEST 122.84 FEET; THENCE SOUTH 51'02' EAST 89.36 FEET TO THE CENTER LINE OF 2ND AVENUE, ORIGINAL PLAT OF NORTH EDMONDS; THENCE NORTH 38'34' EAST 38.5 FEET; THENCE SOUTH 51'26' EAST 14.5 FEET; THENCE NORTH 3834' EAST 150.32 FEET; THENCE NORTH 67'53'43" WEST 121.26 FEET; THENCE SOUTH 0'38' EAST 25.00 FEET TO THE POINT OF BEGINNING. EXCEPT ANY PORTION LYING WITHIN 2ND STREET. CHECKED BY: A15 I SCALE: 1 "=30' SHEET No. I OF I REVISED LEGAL DESCRIPTION PARCEL A: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 13, TOWNSHIP 27 NORTH RANGE 3 EAST W.M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER SOUTH 89'50'14" WEST 432.14 FEET FROM THE NORTHEAST CORNER THEREOF AND THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE SOUTH 38'37'14" WEST 131.75 FEET; THENCE SOUTH 50'58'46" EAST 89.36 FEET TO THE CENTER LINE OF 10TH PLACE N. IN THE ORIGINAL PLAT OF NORTH EDMONDS; THENCE NORTH 38'37'14" EAST 38.50 FEET; THENCE SOUTH 51'22'46" EAST 14.50 FEET, THENCE NORTH 38'37'14" EAST 150.32 FEET; THENCE NORTH 67'50'29" WEST 121.26 FEET, THENCE SOUTH 00'34'46" EAST 25.00 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 13; THENCE SOUTH 89'50'14" WEST ALONG SAID LINE A DISTANCE OF 4.32 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT ANY PORTION LYING WITHIN 10TH PLACE N. REVISED LEGAL DESCRIPTION PARCEL B: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 13, TOWNSHIP 27 NORTH RANGE 3 EAST W.M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER SOUTH 89'50'14" WEST 432.14 FEET FROM THE NORTHEAST CORNER THEREOF AND THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 89'50'14" WEST 128.29 FEET; THENCE SOUTH 38'37'14" WEST 66.70 FEET; THENCE SOUTH 50'58'46" EAST 189.36 FEET TO THE CENTER LINE OF 10TH PLACE N. IN THE ORIGINAL PLAT OF NORTH EDMONDS; THENCE NORTH 38'37'14" EAST 16.00 FEET; THENCE NORTH 50'58'46" WEST 89.36 FEET; THENCE NORTH 38'37'14" EAST 131.75 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT ANY POINT LYING WITHIN 10TH PLACE N. LOT LINE ADJUSTMENT No. LL-03-110 CITY OF EDMONDS LOT LINE ADJUSTMENT CLINT HURLBUT S.W.I/4,S.E.1/4, SEC.13, T.27N., R.3E., W.M. SNOHOMISH COUNTY, WASHINGTON ffE.6420'- 1 SITE BENCH MARK.- DATUM (ASSUMED) SANITARY SEWER MANHOLE "A" (SSMH-A) ELAVATION ASSUMED RIM ELEV W 494.28 NOTE: BOUNDARY SHOWN ON THIS SURVEY IS PER PLAT OF SURVEY PREPAIRED BY TRI-COUNTY LAND SURVEYING COMPANY. SEE JOB NUMBER 02-092. " OVERFLOW PI 1 7- MIN. SLOPE SILT FENCE(TYP. CLEARING LIMITS(TYP.) IN SE1 /4, NE1 /4, SECTION 24, T. 27 N., R. 4 E., W.M. FOOTING DRAINS NOT TO BE TIED INTO DETENTION SYSTEM 6" PVC OVERFLOW �G AGOEPTABLE TIGHTLINE FIELD LOCATE AROUND MATERIALEXISTING VEGETATION. o \ SDRW/ ARMORED CHANNEL �� o SOH 44 i-' SEE DETAIL `__ C.B. 2 x 1 Palo KWOR �a� -TYPE- 1^ XB \ \ \ C.B. TOP=486.0 g' R.••.'• IE= 483.0 8" Iw .Ok 11 TYPE 1 CB,-'IE= 482.0 8" PER . 1 -"._- V __-,A TOP=4i7 0 IE= 484.0 6 O.F. IE=-482.0 8" PERF " 5� \\\/ �\\111 �- 1 N 37 FND REBAR &CAP 1 11 1 1•'•• �� 12" CONC `I W C ' R E �, , NW IE=481.41 1 8.21 `� SE IE=481.60 q$6 I`11------, ` \ 700 50 FT. 1NRt"ATI •._ --- - • , .% ,/ ; �� VI CI N 17Y MAP / ♦ i �= ON �\ �• • �� SPILLWAY (SEE n1 TAu . •• s SSCO#1 TOP = 488.60 IE = 484.67 FIELD VARIFlE EX. SEWER MAIN ELEV. . _ _ ,,�; <da a STREAM CHANNEL (ORDINARY HIGH-WATER) �- *QUARRY SPALL PAD 4" TO 6"(RIP-RAP) *CONTRACT SHALL LIMIT CONSTRUCTION OUTSIDE OF ORDINARY HIGH-WATER MARK OF STREAM. CONDITIONS: 1. TO REDUCE DISCHARGE IMPACTS AND SILTATION, THE OVERFLOW PIPE MUST BE DAY -LIGHTED AND DISCHARGED INTO AN ARMORED SURFACE CHANNEL THE LAST 15-FEET BEFORE THE STREAM. THIS WILL LIKELY ENTAIL A MAN-MADE STREAM BED OF QUARRY SPALL AND GRAVEL, ECT. 6" OVERFLOW OUTLET DETAIL N.T.S. O,oF' INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE- SSC0#1 FIELD VARIFlE EX. SEWER MAIN ELEV. ` SSMH-A RIM=494.28 p� W,E&S IE=483.62 4�4 3/4" WATER METER CONNECT PER a+ CITY STANDARDS SS INV.= ±483.5 FIELD VARIFlE EX. SEWER MAIN ELEV. CONNECT PER CITY STANDARDS N.T.S. GRADING QUANTITIES: TOTAL CUT = 200 C.Y. TOTAL FILL = 200 C.Y. THE QUANTITIES OF EXCAVATION AND FILL ARE APPROXIMATE, AND ARE SHOWN ONLY FOR THE PURPOSE OF OBTAINING A GRADING PERMIT AND SHALL NOT BE USED FOR CONTRACTUAL PURPOSES. NOTES: 1. EXISTING UTILITIES ARE SHOWN PER AS-BUILTS AND OWNERS RECOLLECTION. CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. CALL BEFORE YOU DIG: 1-800-424-5555 2. ADDITIONAL UTILITY EASEMENTS MAYBE REQUIRED DEPENDING ON EXISTING UTILITY LOCATIONS. 3. CONNECT ROOF DRAINS AND.,,F]RIVEWAY INLETS TO DRAINAGE SYSTEM. 4. CALL ENGINEERING DIVISION (771-0220) FOR A INSPECTION BEFORE BACKFILLING AND .FOR FINAL INSPECTIONS. 5. RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF DRAINAGE SYSTEM ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. MATERIAL ACCUMULATED IN THE STORM PIPES MUST.BE FLUSHED OUT AND REMOVED FROM THE CATCH BASINS TO ALLOW PROPER OPERATION. 6. CONTRACT SHALL READ AND ADHERE TO RECOMMENDATIONS OF THE PROJECT'S GEOTECHNICAL INVESTIGATION BY ROBERT M. PRIDE, f INC. (425)814-3970. CONSTRUCTION SEQUENCE 1. ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING INSPECTOR (771-0220) TO SET UP MEETING. 2. CALL FOR UTILITY LOCATIONS (1-800-424-5555). 3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN. 4. FLAG CLEARING LIMITS. 5. INSTALL AND MAINTAIN CATCH BASIN PROTECTION (AS NEEDED) 6. CLEAR SITE PER THIS PLAN ( ROUGH GRADING). - 7. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA REQUIREMENTS. 8. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, ETC.). 9. FINAL GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION. 10. HYDROSEED AND MULCH ALL EXPOSED AREAS. 11. REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZATION MEASURES ARE INSTALLED. dy L p 36508 ON �tTAL 5 EXPIRES 8/17/04 OWNER/APPLICANT PACIFIC EMERALD HOMES, INC. c/o SIGVE HELLEREN P.O. BOX 822 EDMONDS, WA 98020 PH: (425)640-6054 ENGINEER SITE CIVIL: LOVELL-SAUERLAND & ASSOCIATES, INC. 19400 33RD AVENUE W., SUITE 200 LYNNWOOD, WA. 98036 CONTACT: ROBERT LONG, P.E. PH.: (425)775-1591 FAX: (425)672-7998 SURVEY DATA SURVEY INFORMATION PROVIDED BY: TRI-COUNTY LAND SURVEYING COMPANY 4610 200th STREET S.W.,` SUITE A LYNNWOOD, WA. 98036 PH: (425)776-2926 FAX: (425)776-2850 LEGAL DESCRIPTION PARCEL B, OF CITY OF EDMONDS LOTLINE ADJUSTMENT LL-03-110, CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON. AF 200309305005 SITE ADDRESS 15XX 10TH PLACIf N EDMONDS WA 98020 TA #270313-004-130-00 APPROVED AS NOTED K ENGINE RING Date: 5 12 S APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEER RECEIVED SITE DEVELOPMENT PLAN MAY 19. 2004 F 0 R PERMIT COUNTER PA CIFIC EMERALD HOMES 10TH PLACE NORTH IN SW1 /4, SE1 /4, SECTION 13, T. 27 N., R. 3 E., W.M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON REV 1 REVISE STREAM BUFFER, SILT FENCE, & INFILTRATION TRENCH WIDTH RLL 5-13-04 L IN SW1 /4, SE1 /4, SECTION 13, T. 27 N., R. 3 E., W.M. GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO W.S.D.O.T. 2002 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE & MUNICIPAL CONSTRUCTION AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS PLAN (W.S.D.O.T. 2002). 2. ALL. CONSTRUCTION'IS SUBJECT TO THE INSPECTION BY THE CITY OF EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY OF THEIR SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND DURING THE WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF SIDE SEWERS (LATERALS & TEES) AND THE PLACING OF 2 X 4 MARKERS WITH THE LENGTH AND DEPTH OF THE LATERALS AND TEES INSCRIBED ON THE, MARKERS, AND PRIOR TO BACKFILLING. 4. THE CONTRACTOR SHALL CALL THE ENGINEERING DIVISION (425-771-0220, EXT 1326) 24 HOURS IN ADVANCE FOR ALL INSPECTIONS OF THE SIDE SEWERS AND WATER SERVICES. 5. UPON COMPLETION OF THE SITE IMPROVEMENTS AND UNDERGROUND UTILITIES, THE CONTRACTOR THROUGH HIS CONSULTING ENGINEER SHALL FURNISH AN AS -BUILT PLAN TO THE CITY OF EDMONDS WHICH INDICATED THE LOCATION OF ALL SITE IMPROVEMENTS INCLUDING SIDE SEWER LATERALS OR TEES, WATER LINES OR OTHER PERTINENT INFORMATION. 6, UNDERGROUND WIRING REQUIRED WITH STREET LIGHTING (PRIVATE). 7. WATER SERVICE WITH METER BOX AND CURB STOP REQUIRED FOR EACH LOT. 8. THE CONTRACTOR SHALL ARRANGE FOR AND MAKE AIR TESTS OF SANITARY SEWER AND SEWER CONNECTIONS UNDER THE SUPERVISION OF THE CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE. LATERALS TO BE 6" CONCRETE PIPE, OR P.V.C. CONFORMING TO SDR 3034 STANDARDS. 9. EXISTING UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THIS DRAWING FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID FACILITIES IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE FIELD AND CHECKING WITH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND FACILITIES WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACILITIES RESULTING FROM HIS OPERATIONS. 10. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN, FLUSH, DISINFECT WHERE APPLICABLE AND OBTAIN SATISFACTORY APPROVAL FROM THE CITY OF EDMONDS REGARDING THE QUALITY AND INTEGRITY OF EXISTING WATER LINES, SANITARY SEWER LINE, STORM LINE, RETENTION SYSTEM, ETC. WRITTEN ACCEPTANCE BY THE CITY OF THESE PROCEDURES MUST BE TRANSMITTED TO THE DESIGN ENGINEER. 12. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH W.S.D.O.T. 2002/A.P.W.A. STANDARD SPECIFICATIONS OR AS DIRECTED BY THE CITY OF EDMONDS. 13. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATIONS TO AVOID DAMAGE OR DISTURBANCE. 14. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL NOT BE ADJUSTED UNTIL IMMEDIATELY PRIOR TO PAVING. 15. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY SHALL BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR IN SITE EROSION HAS PASSED. 16. ALL REQUIRED STORM WATER RETENTION/DETENTION FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO ANY PAVING UNLESS OTHERWISE APPROVED BY THE ENGINEERING DIVISION. 17. ALL DRAINAGE STRUCTURES SHALL HAVE LOCKING LIDS, REGARDLESS OF LOCATION. 18. ALL DISTURBED SURFACES SHALL BE SEEDED WITH TOUGH, HARDY, FAST GROWING GRASS UNLESS LANDSCAPING/EROSION CONTROL MEASURES ARE EMPLOYED. 19. UNLESS OTHERWISE NOTED ALL STORM DRAINAGE PIPING 8", 12 18 24" & 36" INCLUDING DETENTION PIPE WILL BE 16 GAUGE GALVANIZED STEEL AND SHALL USE TREATMENT 1. 20. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO - SEEDER, OR AS OTHERWISE APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS. THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS IS ESTABLISHED UNLESS OTHERWISE APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS. 21., PIPING SPECIFICATIONS AS NOTED. 22. ALL STEEL PARTS WILL BE GALVANIZED AND WITH TREATMENT #1 (ASPHALT COATED). 23. ALL WORK AND MATERIALS FOR INSTALLATION AND CONSTRUCTION OF SEWER, WATER; AND UNDERGROUND POWER SHALL CONFORM TO STANDARD SPECIFICATIONS FOR SUCH WORK IN ACCORDANCE WITH THE CITY OF EDMONDS AND SNOHOMISH COUNTY P.U.D. STANDARDS. EROSION AND SEDIMENT CONTROL (ESC) NOTES 1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS -SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. 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 WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). 3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS. 4. ESC MINIMUM REQUIREMENT - MAINTENANCE ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL. 5. ESC MINIMUM REQUIREMENT - OTHER BMPS AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMP'S TO MITIGATE THE EFFECTS INCREASED RUNOFF SHALL BE APPLIED. 6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND UTILITY CONSTRUCTION ' THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING: A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS; B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES; C. TRENCH. DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS); D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING; E. DAILY CLEANUP AND STREET MAINTENANCE. L_ L, 50' MIN. 12" OF 4"-B" QUARRY SPALLE ENTRANCE TO BE MAINTAINED AT ALL TIMES. TEMPORARY CONSTRUCTION ENTRANCE N.T.S. INSTALL PER CITY STD. DETAIL E1.1 2"X 4" DOUGLAS FIR SUPPORT POST \ NEWLY GRADED OR FILTER FABRIC 6" DISTURBED SLOPE \ EX. GROUND 18"MAX. ----• 15"MIN. O 00 O°v' .. "MIN. 8" to 10"-J SECTION 8" ATTACH FILTER FABRIC TO POSTS WITH WIRE MIRAFI 140 OR EQUAL OIAI/`C nO CTAOI CC �.. �.-. �..•...,.. 6" 18"MAX. 15"MIN. 4' 8"MIN. 2"X 4"DOUGLAS FIR EXTEND BOTTOM OF POSTS ® 3'O.C. MIN. FILTER FABRIC INTO ELEVATION 4"WIDE X 4"DEEP TRENCH FILTER BARRIER - THIS SEDIMENT BARRIER MAY BE CONSTRUCTED USING BURLAP OR STANDARD STRENGTH SYNTHETIC FILTER FABRIC. IT IS DESIGNED FOR LOW OR MODERATE FLOWS NOT EXCEEDING 1 C.F.S. 1. THE HEIGHT OF A FILTER BARRIER SHALL BE A MINIMUM OF 15 INCHES AND SHALL NOT EXCEED 18 INCHES. 2. BURLAP OR STANDARD STRENGTH FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS (AND THUS IMPROVE THE STRENGTH AND EFFICIENCY OF THE BARRIER). 3. THE STAKES SHALL BE SPACED A MAXIMUM OF 3 FEET APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 8 INCHES). 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 4 INCHES DEEP ALONG THE LINE OF STAKES AND UPSLOPE FROM THE BARRIER. 5. THE FILTER MATERIAL SHALL BE STAPLED TO THE WOODEN STAKES AND 8 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. HEAVY DUTY WIRE STAPLES AT LEAST 1/2 INCH LONG SHALL BE USED. FILTER MATERIAL SHALL NOT BE STAPLED TO EXISTING TREES. 6. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER MATERIAL. 7. IF A FILTER BARRIER IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR SWALE, THE BARRIER SHALL BE OF SUFFICIENT LENGTH TO ELIMINATE END FLOW, AND THE PLAN CONFIGURATION SHALL RESEMBLE AND ARC OR HORSESHOE WITH THE ENDS ORIENTED UPSLOPE, 8. FILTER BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. FILTER BARRIER N.T.S. ADAPTOR SKIRT-\ TRIM TO WITHIN 3" - 5" OF GRATE GEOTEXTILE FABRIC RETRIEVAL STRAP `-OVERFLOW BYPASS FOR PEAK STORM VOLUMES SEDIMENT ACCUMULATION NOTES 1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON PLACEMENT OF A NEW CATCH BASIN. 2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL . 3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING, AND RE-INSERTING IT RITO THE CATCH BASIN. CATCH BASIN PROTECTION N.T.S. 12" MIN. 485.00 --T 481.00 ' FRAME & 3/4" TO 1-1/2" GRATE WASHED ROCK A • FINISHED GRADE 7% (� Dc. 1'MIN. LEVEL 1'MIN. D .OpD oOoDao°p o 1'MIN. o, oQo °°moo°�;°QoDopOQ A 1. WEEP HOLE 1/4" MESH SCREEN 3/4" TO 1-1/2" ATTACHED W/PIN WASHED GRAVEL & COUPLING (SEE DETAIL BELOW) PROFILE N.T.S. COMPACT BACKFILL 5 FILTER FABRIC WRAP cpo • q �- (TOP & SIDES) cs�o •°o �p0° 0 "° 4 0"° o�` o•0 q z� O�CQ 8" CPEP PERFORATED a• �° o"o °aflo°o PIPE p°• WASHED ROCK 04 ot, p 4 mop• 3/4" - 1-1/2" o WRAP SIDES & TOP WITH FILTER FABRIC TYPAR 3401 4.25' I AMOCO 4545 OR APPROVED EQUAL SECTION A- A N. T. S. INFILTRATION SYSTEM DETAIL N.T.S. 1 /4" S.S. PIN W/COTTER KEY NATIVE BACKFILL MATERIAL �- 6" OVERFLOW TO CREEK 50'^-8" CPEP PERFORATED PIPE ® 0.00% WALL OF CB 8"PVC 8" PVC COUPLING S.S. HOSE CLAMP FINE MESH SCREEN SCREEN CONNECTION DETAIL N.T.S. _ 3.0' 'L 12' PAVEMENT (MIN.) ` I ,1.0_ //III//-�ii�►��'�_� / �-- 4" MIN. CEMENT CONCRETE 2" MIN. COMP'T. DEPTH AGG. LEVELING COURSE DRIVEWAY SECTION APPROVED SUBGRADE N.T.S. W, 0 a s�1 f 1P�r 505"fE�''" SAL CIg'n`1 EXPIRES 8/17fl e APPROVED AS NOTE© BY ENGINEERING Date: /Z APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEER SITE DEVELOPMENT DETAILS FOR PACIFIC EMERALD HOMES 10TH PLACE NORTH IN. SW1 /4, SE1 /4, SECTION 13, T. 27 N., R. 3 E., W.M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON REV 1 REVISE STREAM BUFFER, SILT FENCE, & INFILTRATION TRENCH WIDTH RLL 5-13-04 Lovell -Sauerland & Associates, Inc. sue' No. Engineers/Surveyors/Planners/Development Consultants 2 19400 33rd Avenue W., Suite 200 Lynnwood, WA 98036 425 775-1591 or ( ) (425)872-7998 FAX DRAWN CHECKED DATE F.B. SCALE FILE NO. RLL - 3-26-04 - 1"= 20' 4630-0 -0`tq 2 RA.AV 7 Q gnflfi , Wa! 4C4 ,;, RECEIVED MAY 19 2004 PERMIT COUNTER T 4 vim. .. .....�.� _ .. ems. '..,,. ��.f.,<... .., <i :.�, n f..1. _ � _1. _ t'•!.... _ ___._ - - _ _ __ _ - _ t , ' .. . � .. . .. .. .� t. .. .. ..' ,. / t • - :r.• - . tea, - - - w. SCALE : ' 1 "=20' 10 0 30 0 20 FOOTING DRAINS NOT TO BE TIED INTO DETENTION SYSTEM 6" PVC OVERFLOW ACCEPTABLE TIGHTLINE FIELD LOCATE AROUND R MATERIAL EXISTING VEGETATION. _ W/ ARMORED CHANNEL �� rn \ SON 40 SEE DETAIL _ _ 48p ` n10 � of \ \ \ INCOR�•� 'TYPE I- CB t Cp ..... \ C.B. #3 n TOP=486.0 - 'g'i �R �t at \ IE= 483.0 8" IN' \ " t \ E 1 CB IE= 482.0 8" PERF. x5 SEEP �t tt t �,. v TYPE TOP=4,&7:0 IE= 484.0 6" O.F. �P / ` tt -- N �• FND REBAR & CAP IE='482.0 8":PERF "R E 1 t t.••• �\ 12" CONC t \�'✓ co , i NW IE=481.41 t 6 Zg t `� SE IE=481.60 i .00, t � � � � 100 'Q� ---10' BSBL- -- ---- -�-- ti° `. 50 FT JNf AVON / ^ J/ �`\ ag� -(S DETAIL)NCFy 1s \`• • P SPILLWAY 444 Alp A§l 41 lb / PARCEL R/ PONDke +' 46 MAIN FLOOR �' FFs489.0 SS IE=485.83 �� / Q �� 15 PCK •:• $ t\ o0 / *y (,` j� 'ago \\ 5 \ 't� C) IN, n o° �T • t GARAGEF- 7;'' , ' ,, ,,�� ' ?0' PARCEL\ A - ,' - �34LO _ [�p� , v SILT FENCE(TYP. tap,`�� / �a X HOUSE 11 SPILLWAY / /�/ •v/01%K '490- CLEARING LIMITS(TYP.) /� / C.B. INLET CB TOP=487.0 " IE = 484.0. 8" OUT ' Pp F wu 4 ssc- l y 1, 78 t' �� /\ 'iELEC_ .JB TOP = 4d8.60 6 . GARAGE IE = 484.67 �. \ 071 + FIELD VARIFIE EX. 0, SS - SEWER MAIN ELEV. 4��, � \` %' a9a t` 09h � � 9 ✓AS R6� ' . Fp �0�1 ®� �lb' SSMH-A 7 Q� ' ^ - - RIM=49428 5' F °� W,E&S IE=483.62 INSTALL TEMPORARY GRAVEL �� G+ 0 CD CONSTRUCTION ENTRANCE wu TOP = 494.2 IE = 483.75 FIELD VARIFIE EX. SEWER MAIN ELEV. �O SETBACK 15' FROM CHANNEL du � v. OVERFLOW PIPE 1 q MIN. SLOPE • \ .. z.a a. STREAM CHANNEL i 'I- (ORDINARY HIGH-WATER) *QUARRY SPALL PAD -� \ 4" TO 6-(RIP-RAP) *CONTRACT SHALL LIMIT CONSTRUCTION OUTSIDE OF ORDINARY HIGH-WATER MARK -OF STREAM. CONDITIONS: 1. TO REDUCE DISCHARGE IMPACTS AND SILTATION, THE OVERFLOW PIPE MUST BE DAY -LIGHTED AND DISCHARGED INTO AN ARMORED SURFACE CHANNEL THE LAST 15-FEET BEFORE THE STREAM. THIS WILL LIKELY ENTAIL A MAN-MADE STREAM BED OF QUARRY SPALL AND GRAVEL, ECT. 6'* OVERFLOW OUTLET DETAIL N.T.S. T '1..A�_ 3/4" WATER METER �� CONNECT PER ,`O d+ CITY STANDARDS SS INV.= ±483.5 Off` FIELD VARIFIE EX. \ SEWER MAIN ELEV. �4 CONNECT PER CITY STANDARDS VICINITY- MAP N.T.S GRADING QUANTITIES: TOTAL CUT = 200 C.Y. TOTAL FILL = 200 C.Y. THE QUANTITIES OF EXCAVATION AND FILL ARE APPROXIMATE, AND ARE SHOWN ONLY FOR THE PURPOSE OF OBTAINING A GRADING PERMIT AND SHALL NOT BE USED FOR CONTRACTUAL PURPOSES, NOTES: 1. EXISTING UTILITIES ARE SHOWN PER AS-BUILTS AND OWNERS RECOLLECTION. CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. CALL BEFORE YOU DIG: 1-8007424-5555 2. ADDITIONAL UTILITY EASEMENTS MAYBE REQUIRED DEPENDING ON _ EXISTING UTILITY LOCATIONS. 3. CONNECT ROOF DRAINS AND -.,,DRIVEWAY INLETS ;1'0 DRAINAGE SYSTEM. 4. CALL ENGINEERING DIVISION (771-0220) FOR A (INSPECTION BEFORE BACKFILLING AND FOR FINAL INSPECTIONS. 5. RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF DRAINAGE SYSTEM ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. MATERIAL ACCUMULATED IN THE STORM PIPES MUST BE FLUSHED OUT AND REMOVED FROM THE CATCH BASINS TO ALLOW PROPER OPERATION. 6. CONTRACT SHALL READ AND ADHERE TO RECOMMENDATIONS OF THE PROJECT'S GEOTECHNICAL INVESTIGATION BY ROBERT M. PRIDE, ! INC. (425)814-3970. CONSTRUCTION SEQUENCE 1, ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING INSPECTOR (771-0220) TO SET UP MEETING. 2. CALL FOR UTILITY LOCATIONS (1-800-424-5555)., 3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN. 4. FLAG CLEARING LIMITS. 5. INSTALL AND MAINTAIN CATCH BASIN PROTECTION (AS NEEDED) 6. CLEAR SITE PER THIS PLAN ( ROUGH GRADING). 7. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA REQUIREMENTS. 8. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, ETC.). 9. FINAL GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION. 10. HYDROSEED AND MULCH ALL EXPOSED AREAS, 11. REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZATION MEASURES ARE INSTALLED. Oy OWNER/APPLICANT PACIFIC EMERALD HOMES, INC. c/o SIGVE HELLEREN P.O. BOX 822 EDMONDS, WA 98020 PH: (425)640-6054 ENGINEER SITE CIVIL: LOVELL- SAUERLAN D & ASSOCIATES, INC. 19400 33RD AVENUE W., SUITE 200 LYNNWOOD, WA. 98036 CONTACT: ROBERT LONG, P.E. PH.: (425)775-1591 FAX: (425)672-7998 SURVEY DATA SURVEY INFORMATION PROVIDED BY: TRI=COUNTY LAND SURVEYING COMPANY -----4610 200th-STREET S.W, SUITE A LYNNWOOD, WA. 98036 PH: (425)776-2926 FAX: (425)776-2850 LEGAL DESCRIPTION I-AMULL b, Ur LAI T Ut LUMUNDS LU ILINE ADJUSTMENT LL-03-110, CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON. AF 200309305005 SITE ADDRESS 15XX 10TH PLACE' N EDMONDS WA 98020 TA #270313-004-130-00 APPROVED AS NOTED BY ENGINE RING Date: E-1..2 5 4,,,.. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEER RECEIvEr) SITE DEVELOPMENT PLAN MAY 19. 20% FOR PERMIT COUNTER PACIFIC EMERALD HOMES LOTH PLACE NORTH IN SW1 /4, SE1 /4,, SECTION 13, T. 27 N., R. 3 E., W.M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON REV 1 REVISE STREAM BUFFER, SILT FENCE, & INFILTRATION TRENCH WIDTH RLL 5-13-04 l5yi 16te n N { t e REE: EIVED MAY 19 2005 PERMIT COUNTER IN SW1 /4, SE1 /4, SECTION 13, T. 27 N., R. 3 Es, W.M. GENERAL NOTES 1. ALL.CONSTRUCTION SHALL CONFORM TO W.S.D.O.T. 2002 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE & MUNICIPAL CONSTRUCTION AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS PLAN (W.S.D.O.T. 2002). 2. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY OF THEIR SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND DURING THE WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF SIDE SEWERS (LATERALS & TEES) AND THE PLACING OF 2 X 4 MARKERS WITH THE LENGTH AND DEPTH OF THE LATERALS AND TEES INSCRIBED ON THE MARKERS, AND PRIOR TO BACKFILLING. 4. THE CONTRACTOR SHALL CALL THE ENGINEERING DIVISION (425-771-0220, EXT 1326) 24 HOURS IN ADVANCE FOR ALL INSPECTIONS OF THE SIDE SEWERS AND WATER SERVICES. 5. UPON COMPLETION OF THE SITE IMPROVEMENTS AND UNDERGROUND UTILITIES, THE CONTRACTOR THROUGH HIS CONSULTING ENGINEER SHALL FURNISH AN AS -BUILT PLAN TO THE CITY OF EDMONDS WHICH INDICATED THE LOCATION OF ALL SITE IMPROVEMENTS INCLUDING SIDE SEWER LATERALS OR TEES, WATER LINES OR OTHER PERTINENT INFORMATION. 6. UNDERGROUND WIRING REQUIRED WITH STREET LIGHTING (PRIVATE). 7. WATER SERVICE WITH METER BOX AND CURB STOP REQUIRED FOR EACH LOT. 8. THE CONTRACTOR SHALL ARRANGE FOR AND MAKE AIR TESTS OF SANITARY SEWER AND SEWER CONNECTIONS UNDER THE SUPERVISION OF THE CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE._ LATERALS. TO BE 6" CONCRETE PIPE, OR P.V.C. CONFORMING TO SDR 3034 STANDARDS. 9. EXISTING UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THIS DRAWING FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID FACILITIES IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE FIELD AND CHECKING WITH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND FACILITIES WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACILITIES RESULTING FROM HIS OPERATIONS. 10. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN, FLUSH, DISINFECT WHERE APPLICABLE AND OBTAIN SATISFACTORY APPROVAL FROM THE CITY OF EDMONDS REGARDING THE QUALITY AND INTEGRITY OF EXISTING WATER LINES, SANITARY SEWER LINE, STORM LINE, RETENTION SYSTEM, ETC, WRITTEN ACCEPTANCE BY THE CITY OF THESE PROCEDURES MUST BE TRANSMITTED TO THE DESIGN ENGINEER. 12. ALL WORK .AND MATERIALS SHALL BE IN ACCORDANCE WITH W.S.D.O.T. 2002/A.P.W.A. STANDARD SPECIFICATIONS OR AS DIRECTED BY THE CITY OF EDMONDS. 13. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATIONS TO AVOID DAMAGE OR DISTURBANCE. 14. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL NOT BE ADJUSTED UN11L IMMEDIATELY PRIOR TO PAVING. 15. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY SHALL BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR IN SITE EROSION HAS PASSED. 16. ALL REQUIRED STORM WATER RETENTION/DETENTION FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO ANY PAVING UNLESS OTHERWISE APPROVED BY THE ENGINEERING DIVISION. 17. ALL DRAINAGE STRUCTURES SHALL HAVE LOCKING LIDS, REGARDLESS OF LOCATION. 18. ALL DISTURBED SURFACES SHALL BE SEEDED WITH TOUGH, HARDY, FAST GROWING GRASS UNLESS LANDSCAPING/EROSION CONTROL MEASURES ARE EMPLOYED. 19. UNLESS OTHERWISE NOTED ALL STORM DRAINAGE PIPING 8", 12", 18", 24" & 36" INCLUDING DETENTION PIPE WILL BE 16 GAUGE GALVANIZED STEEL AND SHALL USE TREATMENT 1. 20. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO - SEEDER, OR AS OTHERWISE APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS. THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS IS ESTABLISHED UNLESS OTHERWISE APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS. 21. PIPING SPECIFICATIONS AS NOTED. 22. ALL STEEL PARTS WILL BE GALVANIZED AND WITH TREATMENT #1 (ASPHALT COATED). 23. ALL WORK AND MATERIALS FOR INSTALLATION AND CONSTRUCTION OF SEWER, WATER, AND UNDERGROUND POWER SHALL CONFORM TO STANDARD SPECIFICATIONS FOR SUCH WORK IN ACCORDANCE WITH THE CITY OF EDMONDS AND SNOHOMISH COUNTY P.U.D. STANDARDS. EROSION AND SEDIMENT CONTROL (ESC) NOTES 1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. 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 WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). 3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS. 4. ESC MINIMUM REQUIREMENT - MAINTENANCE ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL. 5. ESC MINIMUM REQUIREMENT - OTHER BMPS AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMP'S TO MITIGATE THE EFFECTS INCREASED RUNOFF SHALL BE APPLIED. 6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND UTILITY CONSTRUCTION THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE. FOLLOWING: A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS; B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES; C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS); D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING; E. DAILY CLEANUP AND STREET MAINTENANCE. 50' MIN. 12" OF 4"-8" QUARRY SPALLE ENTRANCE TO BE MAINTAINED AT ALL TIMES. TEMPORARY CONSTRUC110N ENTRANCE N.T.S. INSTALL PER CITY STD. DETAIL E1.1 2"X 4" DOUGLAS FIR SUPPORT POST \ NEWLY GRADED OR FILTER FABRIC 6" DISTURBED SLOPE \ EX. GROUND 18"MAX. -�► 15"MIN. 00 0 ° �MIN. 8" to 10 J SECTION 8" ATTACH FILTER FABRIC TO POSTS WITH WIRE MIRAFI 140 OR EQUAL RINGS OR STAPLES FILTER FABRIC s" 18"MAX. 79---ul 15"MIN. 4" 8"MIN. 2"X 4"DOUGLAS FIR EXTEND BOTTOM OF POSTS ® 3'0.C. MIN. FILTER FABRIC INTO ELEVATION 4"WIDE X 4"DEEP TRENCH FILTER BARRIER - THIS SEDIMENT BARRIER MAY BE CONSTRUCTED USING BURLAP OR STANDARD STRENGTH SYNTHETIC FILTER FABRIC. IT IS DESIGNED FOR LOW OR MODERATE FLOWS NOT EXCEEDING 1 C.F.S. 1. THE HEIGHT OF A FILTER BARRIER SHALL BE A MINIMUM OF 15 INCHES AND SHALL NOT EXCEED 18 INCHES. 2. BURLAP OR STANDARD STRENGTH FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS (AND THUS IMPROVE THE STRENGTH AND EFFICIENCY OF THE BARRIER). 3. THE STAKES SHALL BE SPACED A MAXIMUM OF 3 FEET APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 8 INCHES). 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 4 INCHES DEEP ALONG THE LINE OF STAKES AND UPSLOPE FROM THE BARRIER. 5. THE FILTER MATERIAL SHALL BE STAPLED TO THE WOODEN STAKES AND 8 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. HEAVY DUTY WIRE STAPLES AT LEAST 1/2 INCH LONG SHALL BE USED. FILTER MATERIAL SHALL NOT BE STAPLED TO EXISTING TREES. 6. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER MATERIAL. 7. IF A FILTER BARRIER IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR SWALE, THE BARRIER SHALL BE OF SUFFICIENT LENGTH TO ELIMINATE END FLOW, AND THE PLAN CONFIGURATION SHALL RESEMBLE AND ARC OR HORSESHOE WITH THE ENDS ORIENTED UPSLOPE. 8. FILTER BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. FILTER BARRIER N.T.S. ADAPTOR SKIRT-� TRIM TO WITHIN 3" - 5" OF GR,XTE GEOTEXIILE FABRIC RETRIEVAL STRAP OVERFLOW BYPASS FOR PEAK STORM VOLUMES SEDIMENT ACCUMULATION NOTES 1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON PLACEMENT OF A NEW CATCH BASIN. 2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL . 3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING, AND RE-INSERTING IT INTO THE CATCH BASIN. CATCH BASIN PROTECTION N.T.S. 12" MIN. 485.00 481.00 FRAME & 3/4" TO 1-1/2" NATIVE BACKFILL GRATE WASHED ROCK A MATERIAL • FINISHED GRADE 6" OVERFLOW TO CREEK ib ° • 0 1'MIN. LEVEL VMIN. q Oo� °o °•OD °p°' q 1'MIN. oQo o" Do"�Gpa poDpa >o4oQo oa 1" WEEP HOLE 1 4" MESH SCREEN ATTACHED W/PIN 50'-8" CPEP 3/4" TO 1-1/2" & COUPLING PERFORATED PIPE WASHED GRAVEL (SEE DETAIL BELOW) ® 0.00% PROFILE N.T.S. COMPACT BACKFILL FILTER FABRIC WRAP .W"---(TOP & SIDES) 4.25' _ SECTION A -A N. T. S. INFILTRATION SYSTEM DETAIL N.T.S. 8" CPEP PERFORATED PIPE WASHED ROCK 3/4" - 1-1/2- WRAP SIDES & TOP WITH FILTER FABRIC TYPAR 3401, AMOCO 4545 OR APPROVED EQUAL 1 /4" S.S. PIN W/COTTER KEY WALL OF CB 8"PVC 'VC COUPLING --K:FINE -S.S. HOSE CLAMP MESH SCREEN SCREEN CONNECTION DETAIL N.T.S. e e 3.0' 12' PAVEMENT (MIN. m ri L- 4" MIN. CEMENT CONCRETE 2" MIN. COMP'T. DEPTH AGG. LEVELING COURSE APPROVED SUBGRADE DRIVEWAY SECTION N.T.S. t,T L A. EXPIRES 8/17/04 APPROVED AS NOTES BY ENGINEERING Date: APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEER SITE DEVELOPMENT DETAILS FOR PACIFIC EMERALD HOMES LOTH PLACE NORTH IN SW1 /4, SE1 /4, SECTION 13, T. 27 N., R. 3 E., W.M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON REV 1 REVISE STREAM BUFFER, SILT FENCE, & INFILTRATION TRENCH WIDTH RILL 5-13-04 MAY 18 ZUR SITE BENCH MARK - DATUM (ASSUMED) SANITARY SEWER MANHOLE "A" (SSMH-A) ELAVATION ASSUMED RIM ELEV = 494.28 NOTE: BOUNDARY SHOWN ON THIS SURVEY IS PER PLAT OF SURVEY PREPAIRED BY TRI-COUNTY LAND SURVEYING COMPANY. SEE JOB NUMBER 02-092. SILT FENCE(TYP CLEARING LIMITS(TYP.) IN SE1 /4, NE1 /4, SECTION 24, T. 27 N., R. 4 E., W.M. �t ty1'IN0 DRAINS NOT TO BE TIED INTO DNTION SYSTEM ACCEPTABLE TIGH11WE 6" PVC OVERFLOW MATERIAL SDR 35 FIELD LOCATE AROUND EXISTING VEGETATION. SON 40 W/ ARMORED CHANNEL 03 SEE DETAIL o \ - E1 482 480 RANCOR C.B. 2 -TYPE T �B _ , \ ,� / FNCFCp \ C.B. TOP=486.0 IE= 483.0 8 TYPE 1 CB � IN _ , \ Epp `" . �� ' `� 'N,PERF IE= 482.0 8 .' �5 s • • , TOP=�O IE= 484.0 6" O.F.-•- - - - -` N6�• FND REBAR &CAP IE=,482.0 8" PERF 5 / `� `� �\ 3 "R 8 '4 '3 1 1 _ ` `•••• ` 12" CONC W E i NW IE=481.41 ` SE IE=481.60 Oro o oo\ i --- ,k o /--10' BSBL- ---------'7 I % \ X�_Cl 50 F (SEE pi ETA L) N NE r 's 1 . • ry/- 1 / sPI�LwAY `� `�_,, \\\\ �� VICINITY MAP SSC01- TOP = . 488.60 IE = 484.67 FIELD VARIFlE EX. SEWER MAIN ELEV. ' n• I � " OVERFLOW PIPE 17- MIN. SLOPEto ::to AZ\ STREAM CHANNEL 4` to 4< (ORDINARY HIGH-WATER) *QUARRY SPALL PAD 4" TO 6-(RIP-RAP) *CONTRACT SHALL LIMIT CONSTRUCTION OUTSIDE OF ORDINARY HIGH-WATER MARK OF STREAM. CONDITIONS: 1. TO REDUCE DISCHARGE IMPACTS AND SILTATION, THE OVERFLOW PIPE MUST BE DAY -LIGHTED AND DISCHARGED INTO AN ARMORED SURFACE CHANNEL THE LAST 15-FEET BEFORE THE STREAM. THIS WILL LIKELY ENTAIL A MAN-MADE STREAM BED OF QUARRY SPALL AND GRAVEL, ECT. 6" OVERFLOW OUTLET DETAIL N.T.S. N.T.S. GRADING QUANTITIES: TOTAL CUT = 200 C.Y. TOTAL FILL = 200 C.Y. THE QUANTITIES OF EXCAVATION AND FILL ARE APPROXIMATE, AND ARE SHOWN ONLY FOR THE PURPOSE OF OBTAINING A GRADING PERMIT AND SHALL NOT BE USED FOR CONTRACTUAL PURPOSES. OWNER/APPLICANT PACIFIC EMERALD HOMES, INC. c/o SIGVE HELLEREN P.O. BOX 822 EDMONDS, WA 98020 PH: (425)640-6054 ENGINEER SITELI 4g L-SAUERLAND Se ASSOCIATES, INC. J C.B. 1 o�� NOTES: LOVE19400 33RD AVENUE W., SUITE 200 INLET CB /' LYNNWOOD, WA. 98036 TOP=487.0 - � --`4q2-__ _ 1. EXISTING UTILITIES ARE SHOWN PER AS-BUILTS AND OWNERS CONTACT: ROBERT LONG, P.E. IE = 484.0, 8" OUT ��/ ` "� RECOLLECTION. CONTRACTOR TO VERIFY UTILITY LOCATIONS PH.: (425)775-1591 FAX: (425)672-7998 PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED ;��. ---- CONTACT ENGINEER IMMEDIATELY. CALL BEFORE YOU DIG: 1-800-424-5555 SURVEY DATA , \ �9 /C � ��`` OLE®e SURVEY ICOUNTY LAND SURVEYING D BY: \\\ ^'�J' "�(� 2. ADDITIONAL UTILITY EASEMENTS MAYBE REQUIRED DEPENDING ON COMPANY GARAGE EXISTING UTILITY LOCATIONS. °: 4610 200th STREET S.W., SUITE A "Q + � " LYNNWOOD, WA. 98036 pj&p, �9� SS, 3. CONNECT ROOF DRAINS AND ,DRIVEWAY INLETS TV DRAINAGE SYSTEM. PH: (425)776-2926 FAX: (425)776-2850 21�4 4 f�I� . 9o� 6•, ,a9 4. CALL ENGINEERING DIVISION`(771-0220) FOR A INSPECTION BEFORE LEGAL DESCRIPTION ;l" ,� 9�1,, ry 6 � / Sp F BACKFILLING AND FOR FINAL INSPECTIONS. • PARCEL B, OF CITY OF EDMONDS LOTLINE ADJUSTMENT LL-03-110, j�o y ass '! �� S $� a o a 5. RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF DRAINAGE CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON. SYSTEM ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE AF 200309305005 ®� "��' SSMH PROPERTY OWNER. MATERIAL ACCUMULATED IN THE STORM PIPES RIM=494.28 MUST BE FLUSHED OUT AND REMOVED FROM THE CATCH BASINS �5' _+ .a` W,E&S IE=483.62 TO ALLOW PROPER OPERATION. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE �� wm �� 6. CONTRACT SHALL READ AND ADHERE TO RECOMMENDATIONS OF SITE ADDRESS THE PROJECT'S GEOTECHNICAL INVESTIGATION BY ROBERT M. PRIDE, INC. (425)814-3970. 15XX 10TH PLACE N EDMONDS WA 98020 �`•�`�!' ® TA #270313-004-130-00 � rl SSC0#1 TOP = 494.2 CONSTRUCTION SEQUENCE IE = 48175 FIELD VARIFlE EX. 1. ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING APPROVED AS NOTED SEWER MAIN ELEV. 3/4" WATER METER 0h' CONNECT PER INSPECTOR (771-0220) TO SET UP MEETING. BY ENGI EERING CITY STANDARDS 2. CALL FOR UTILITY LOCATIONS (1-800-424-5555). , SS INV.= ±483.5 " FIELD VARIFlE EX. 3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN. �� Z S SEWER MAIN ELEV. 0 �Q� CONNECT PER CITY 4. FLAG CLEARING LIMITS. 'Qe STANDARDS lb5. INSTALL AND MAINTAIN CATCH BASIN PROTECTION (AS NEEDED) C' 6. CLEAR SITE PER THIS PLAN ROUGH GRADING). APPROVED FOR CONSTRUCTION ( ) CITY OF EDMONDS 7. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA �© REQUIREMENTS. DATE: Q 8. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, ETC.). / OF�!� 9. FINAL GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION. BY: o 10. HYDROSEED AND MULCH ALL EXPOSED AREAS. CITY ENGINEER 11. REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZATION REC��D MEASURES ARE INSTALLED. MAY 19.2004 TER oy EXPIRES 8/17/04 SITE DEVELOPMENT PLAN PERMIT COON FOR PACIFIC EMERALD HOMES 10-ir"" PLACE NORTH IN SW1 /4, SE1 /4, SECTION 13, T. 27 N., R. 3 E., W.M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON REV 1 REVISE STREAM BUFFER, SILT FENCE, & INFILTRATION TRENCH WIDTH RLL 5-13-04 4