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15723 70TH AVE W (2).PDFIIIIII IIIII IIIII IIIII IIII IIII5485 15723 70TH AVE W ADDRESS: /h7Z3 %d AUe TAX ACCOUNT/PARCEL #: BUILDING PERMIT (NEW STRUCTURE) #: COVENANTS (RECORDED) FOR: CRITICAL AREAS #: 01 3& DETERMINATION: ❑ Conditional Waiver ❑ Study Required ❑ Waiver CRITICAL AREAS #: DETERMINATION: ❑ Conditional Waiver ❑ Study Required ❑ Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: E PARKING AGREEMENTS DATED: EASEMENT(S) RECORD FOR: PERMITS (OTHER — list permit Vs): 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) #: GEOTECH REPORT DATED: STREET USE/ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: OTHER: L:\TEMP\DST's\Forms\Dana's Street File Checklist 5-14-08.doc PLANNING DATA STREET FILE SINGLE FAMILY RESIDENTIAL Name: /�J J, 6 PJJ- D a te.- --------'--------------- Plan Check #: 3o6 Site Address: 3 Project Description: Reduced Site Plan Provided: (0/ NO) I Zoning- /�- S- ra Map Page: Corner Lot: (YES NO ENO)S , Flag Lot: Critical Areas Determination ff -7(D (3 0 S (;A � ci 2 a,-- S fly al6 k S'­ c Q Study Required oc 0 C r CD El Waiver SEPA Determination: O-Exempt -3 :36. s e ❑ Needed (for over 500 cubic yarfsof grading) 0 Fee 0 Checklist 0 APO List with notarized form Requified Setbacks Strut: Side: (0 Side- Rear: 0 Actual-Setbcicks Street: Side: I Side: ­70 Rear: 6 Detached Structures: L is S-e__ Vtc( Y-0 A,- — El Rockeries: CaA ('0 n 11 Fences[Trellises: El Bay Windows/Projecting Modulation: El Stairs/Deck: flulldln Height Datum Point: Datum Elevation: 16 Maximum Height Allowed: zS _C% 3 7S_ [Actu—am—elglit: Offier Parking Required: 2 Parking Provided: Lot Area: 16'1 Maximum Lot Coverage: 35% 1 Proposed. Lot Coverage Calculations: gou5e_ 4- ADU Created: (YES / 10 Subdivision: Legal Nonconforming Land Use Determination Issued: (YES NO) Comments L) 756w _3L-1 rnV 5'17- 5- f 23- 3 q,*o' Plan Review By: ��10's 41tarw" Data form G4 -I I 06.doc ' F NOI �Q �851 PROPE IS 0.1' NORTH INE F TH SOU i 178.76 -FEET . �6 ►S #8512065004 N89'15'57"E 99.9T DEED LINE I_ X x 8.17' rQ AREA OF DEED DISCREPANC r� O kND CAP "AXIS 38011" rF ���F rF HOUSE ti0 �`L )F DEED LINE AT 1 OF NORTH LINE OF SP ER ROS #8512065004 & " •� h RTY LINE Nx ' CORNER IRON PLAY �f APPARATUS x IRON POST `�6 rF WALK I� 332 -'• COVERED O PROPER WOOD ' X 332.6 , PORCH 2.20' ARCHED IRON `L ^� 342`" ,\ PIPE N (�U 1 I z x re, TP141#0051310000210f • / ! i � rO j 0 % 13.09 : I cc�� ;rF 343.6 it � X 332.7- - i Z (A STC O r = = s APO x r �-S6 2.5' WIDE00 X 345.0 vj_I ' STONE STAIRS i� X 339.5 CONCRETE SLAB 10.09, I / •• � � / X 345.1 J 15723 70TH (6 � " AVE W c.+ .� LANDSCAPED J 2.89' W J TuRET FIL/r SL � / 346.1 RESUB � I j SET REAR AND CAP/ m' 345.0 `..::......... J r 346.7 ..:: "AXIS �38011" AT in rQ X. ....... .. -_ �ti, .!: O ZO�� `•. i PROPERTY CORNER' .W/ a 342.2 • �_. _ - i : N8915'57"E :.. SS RR 20.00 ".."-342_ — - �•� �38 344= `ri ' 346� _ X 'CLF X X X---€-—�- /120. 4' / . -- N89'15'57"E 319.15' 319.18'(MEAS) �'A 0 2 2008 SOUTH LINE OF TRACT 21 20' IN G� UTILIT' � P CR1r�FEpMpIVCss RECOF v. Ron Waeram D..d /17/w► 492 ift.ra. 1 i• TGVAX= R08ERT -S. CLIFMv and )ALA M. CLIFIAN, his vdfe des to al IN fllLFILLdtM OF COIn'RACi to hm2d pall, camps aori oamsslta to HILDA M. CARY " o dualbad red ommlm, dtaeerad in ifs Carty of Stahomish , Sim of Part off aTsracct 219 xesda+oale Beech, accordinq tb plat thereof recorded In volute 5 of Plats• page 389 records of Snohomish County, ttashingtan, described as folla ms inniatg at the Soltlenast corner of said tract, amco South Aai7'40' East. 81=9 the South i. lira of said tract, a distance of 120.04 feet to the brae point of beginning, of this desulp" ticn; thence from said point of beginnings run )forth MOW East 179,07 feet, more or lesst ji to the South lino of land being sold an Contract to Mark P. Miller and wife by instrument filed ft of record under auditor's file No. 1211WO thence South 1115e38920" Qset, &lap South Has of sold* !4411or tract, a distance of la0 feat to the Northwest corner of land being sold as contract to .� 3ero it. Cary and Grotto M. Car3/, his wife, by iMtitmamat filed of record under auditor's file, _ Ma. 1612MI thenCk South 1902 30" Kest aloemg tte nest line of said Cary land, a 411244"0 of 179.39 feat to the South line of id tract 211thenceNorth 4027'40" Kest a disance of 00 feint to the point of beginning. i the Sorb► 1S feet ehereof for private roadway and util�icy accsOa. R MItH easesm�`it for ingress and sea !er 4ti1ltles owe sad across 2C Poet of that port3an o! s&!d Tractyi Kest of time Eaft !!te of the above ecsf tract of land. 6aed la dlvas to EalMtleaat of dint oe do nd amine auftm btwsao do pdhs bash% Bawd MWH 3 % 1%4 , and aeadlilemd ter Idle aeagmlpme d de abase dmmdid pagedp, ed do cav==to c t ummay !semis eaOtairmd soil ad apply to aq tNlft adobe by. t> or esdas dw pow ases is add coedad, and dmU ad apply to cep hsi�b ina�saimliisie s01af elaeeas leolc4 emmmed w bsoaeatoo dos oeiaaryorM se tie dele of add aaatuet. _ Q O iPmE'c ?y • Owl Bstets Sotas Tan ooa paid en mels ad* r .111m;Gw$ 7 6 y Dtttad d 22 � ding d MARCH • �`� teats) STyAIM OW 6l • 1 " d a7a aft Coy tt3 tlldtw as Robert B• Cllftaa atd Lol& M. Cli [ten ' h � base !s bal tts s trJaao4ld r ad abe aemmmmsd elm tMltw and MtMty lsMteemr4 aaml ZOW as ==min their bee ad 101001101F aai mad M4 tlr to IM t =w aw bad ad dbtd and tbb• / d/ 01W d WA:N . tinK of 00� :. m.ti :.� $.S' 7 mw,1� 9 • Umbaugh, Theresa From: Cameron Huebner [Cameron@hdco-cpa.com] Sent: Friday, June 27, 2008 9:54 AM To: Umbaugh, Theresa Subject: Plan #20080306 Huebner Utility Access Easement Theresa, I finally received the utility access easement from Snohomish county on my property. It was on 16111111 microfilm so that quality isn't very good. I was wondering if 1. could just send you the attached PDF or do you want me to come in and give it to yOU? Please let me know if this works or not. Thank you, Cameron Huebner Plan # 20080306 6/27/2008 PLOT PLAN for HUEBNER RESIDEN E `'wab .DEED. LINE N89°15'S7iE 99.9T ALL !% N O R �o P k EXISTI G C M N M ,�o ryb PLAY I A 0h HOUSE O 5 w a Q. C, �p PORCH 0. G m ALL h = � 332.8 EXISTING 0 aU cc o � rr,u I z �xox �6TINOT TO B - TIED INTO "DETS 1 10 S^► 3TE�r aa3.e 1 C B I O zLj 1 N X 7 DECK ' 344 14' _ 14. _ R2q I MAX. RIDGE HEIGk*(.A �1 6 �5 0 cc, $ I + BASEMENy'F.F.+�7j(O,U4S I Z C i 3 �• 1sTF45,*)Z04 I Z Lo X 33`I S I 2NDFL35ry. �022 i i 1 l, 31' -► 15719 70TH AVE Va r' 346 03 2 STORY WOOD [C V FRONT DECK 1 V _ _ v I a_ FRAME HOUSE — 343 ° Water Meter to be I Q Pi0.3. ep �40 w placed next to existing J W R 0 water meter for 15719 � •`Sty_ L See Surveyfor detail •I C o existing water ma .y pyVAY 1 C/) GARAGE FA � 10, .3I MN ji M Y 1 I X r� Z C ste -t WATER UNB 1 p WATERLM Q 2 2 345.98' N SHARED DRIVEWAY SCALE 1" = 20'-0" E SHARED yJI 70TH AVE W DRIVEWAY WVKUNE EXISTING CRUSH ROCK DR Water line to be corn `— in South Fast corner inside SEWER LINE S.TINGRA11jiW�%TIES garage. EXTENDS TO 79M AVE W 3AS R & SEWER EXISTING HAIN UNK FENCE S R MAN HOLE / INSPECTIONS REM '15723 70TH AVE W �ve-v �Oze �' Z O 425-771-0220 EXT.1325 OWNER f" he. I es-A!/e'e a i eWf e WATER METER 8 r Se:aJ�eafepie,, f 20, INGRESS, EGRESS AND UTILITY ED & JAN HUEBNER AT 17Q AVE. W. EASEMENT 1 �N1,3 O Cj ILL) 15719 70TH AVE W 2058988 EDMONDS WA. 98026 A c GINEERING 425 743,4374 HEIGHT CALCS. z �� A = 336 LEGAL DESCRIPTION TPN #06513100002106 4% 8 HOUSE 1489 SQ. FT. C+ 347.5 SNOHOMISH COUNTY ASSESSOR'S MAP OR_T.FIE,SW't4„$EC. 5, TWPa 27N., RGE. 04E., W.M. GARAGE 682 SO. FT. D+ 346 COVERED DECK 186 = M�3•G SQ. FT. i3, 375 ' �bPEN•DECK 600 SO. FT. + 25' = 368.375 EXISTING PLAY RIDGE HEIGHT HOUSE 84 SQ. FT. EAVES 258 SQ FT' PLAT OF MEADOWDALE BEACH, RECORDED IN VOLUME 5, PAGE 38, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. PLAT OF STEELE PARK, RECORDED IN VOLUME 47, PAGES 256-257, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. DRIVEWAY PAD LOT AREA 16,389. SQ.-F—L --.-- — 400 SO. FT. LOT SLOPE P. % _. SIDEWALK 14 SQ. FT. CRUSHED ROCK DRIVEWAY 800 SQ. Fr. TOTAL uvwERVIOUS SURFACES: 4,513 LOT COVERAGE 14.2% ,C-, -2-000 @ EETELE 3U1! 01NG Dl= ciRTP IL�RII �:1 ,Y OF EDMONDS Contact Public Works at 425.771.0235 to ascertain that the direct side sewer/manhole `� connection is at current standards I 1 k k I 3 , 2 Oy,,90 STANDARD OWNER: E H I) N 60- DETENTION S YSTEM- WORKSHEET (5000 SF OR LESS' CALC. BY: VDV 6 Mom ripli ADDRESS: PHONE: -- DATE: " L4,513 l IMPERVIOUS SUFACE AREA "L is 13 PIPE DIA. �liL7,� PIPE LENGTH 2-S ORIFICE FOOTING DRAINS RIM ELEV 5�q FINISHED GRADE TIGHTLINE---\ I UPPER CATCH BASIN SHALL NOT BE CONNECTED TO DETENTION SYSTEM rOCKING LID (TYP.)t'—RIM ELEV. 3gy"VZ of rery i iQry rirt LtrvU i r+ / 6• Min. n Z 'Zrj � 1/ Measureded from top of RIM ELEV. ✓� FConc. box or riser. 0.5% TO 1.0% SLOPE go" NV. ELEV.3;39•S-0 CONTROL CB fd TO CITY CONVEYANCE 4NV. ELEV. OUTLET �539 Z S CONTROL ORIFICE INV. ELEV--37-J• 2'X2'X12" DEEP CONTROL CATCH BASIN (4'-6' QUARRY SPALLS OR EQUAL) IN. 6" COVER FROM CONTROL ��--77 jCONTROL CB IPRAP OUTLET SHALL BE PERPENDICULAR TO SPREADER TRENCH- PERF. PIPE SHALL BE LEVEL & CAPPED AT ENDS NOTES 1 F---1.5'---I SPREADER TRENCH TRENCH SHALL BE LINED WITH MIRAFI & ON TOP WASHED DRAIN ROCK 1. CALL ENGINEERING DIVISION (771-0220 EXT. 1326) 24 HOURS IN ADVANCE FOR A TIGHTLINE AND DETENTION SYSTEM INSPECTION BEFORE BACKFILLING AND FOR FINAL INSPECTIONS. 2. Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner. Material accumulated in the storage pipe must be flushed out and removed from catch basins to allow proper operation. The outlet control orifice must be kept open at all times. CITY STORM CONVEYANCE SYSTEM SPREADER TRENCH SHALL BE A MIN. OF 10' LONG AND PERPENDICULAR TO CONTROL CB. IL28,U PFS 2 8 2000 AU',LDING DEPARTMENT CITYM EDMONDS OM- i I Table 1 -- Detention Pipe Sizes I * Impervious Surface Required Pipe Diameter Area Sq. Ft. Vol Cu Ft 15" 18" 24" 30" 2000 50 40 28 16 10 2500 62 50 35 20 13 3000 75 60 42 24 15 Required pipe 3500 87 70 49 28 18 length in feet 4000 100 80 56 32 21 4500 112 90 63 36 23 5000 125 100 70 40 25 *NOTE: Use the next highest surface area to determine detention size if calculated impervious surface area is greater than 1/2 the value between numbers. (i.e., 2280 use 2500) Table 2 -- Outlet Orifice Sizes Impervious Surface Area Sq. Ft. Outlet Orifice Diameter (Inches) 2000-2999 5/8 3000-3999 3/4 4000-5000 7/8 ITable 3 -- Rectangular Catch Basin Requirements Detention Max. Size Catch Basin, pipe diameter knockout Type < 18" 20" 18" to 24" 26" 24" to 36" 36" 36" to 42" 42" *Source: Assoc. Sand & Gravel Co. Standards ALLLOWABLE STORM DRAINAGE DETENTION OR CONVEYANCE MATERIALS: • Reinforced Concrete (right-of-way) • Non -reinforced Concrete (non -right-of-way) • Aluminized Steel • Aluminum 16 GA or better • CMP Asphalt Coated Type I, CB 15 Type IL, CB 16 Type II, CB 19 19 (48" Basin) Type II, CB 19 19 (54" Basin) BADS HDPE (Min. 2' cover required under paved areas) water tight • PVC-SDR 35, ASTMD-3034 or a er • Ribbed PVC pipe, ASTM D-2444 • Ducticle iron pipe Class 50 - Tightlines system: • N-12 Smooth Wall • P_VC -SDR 35, ASTMD73 3-4, or bet e • Hancor F-810 S:\ENGR\HANDOUTS\Drainage tables E21 Drainage Plan for Huebner Residence /N X 332.7/ V Type U Catch Basin 48" �! *� O 040 MAX RIDGE HEIGHTtS&5 '.P1 BASEMENi�F.F.37jIp+b� + 1ST FL 34S+*3117' 2NDFL351;. (a22 R+•�344ta 25' Detention pipe 30" N-12 HDFE ouT 331i drainage line and detention pipe buried min of 2 feet 6 inch oirre�� TO --1-- ,-0- RIM 345.98' 7oTH AVE w —4- 1 00' + OR - will be mnt pip. � r ~ T1E3 r MS ING waLROA� to existing storm line on 70th Ave W i— 348 EXISTING CHAIN LINK FENCE 15723 70TH AVE W OWNER ED & JAN HUEBNER 15719 70TH AVE W EDMONDS WA. 98026 WATER METER AT 17Q AVE. W. Type 11 Catch Basin 4W Ki ++'t 31 /I�5ok)r3 GARAGE F.F: 444.3 4 inch pipe J /�`1 tt1 �/o N1 a�2 t f N �Iv7f S 15719 70TH AVE W 2 STORY WOOD FRAME HOUSE 5� I N 1 DS { SHARED DRIVEWAY SCALE 1" = 20'-0" 99 9T EXISTING CRUSH ROCK DR —� HIIVEI; S NOTED AFnlr,InIF�RING MAN HOLE Date: \ _ 20' INGRESS, EGRESS AND UTILITY EASEMENT RECORDING NO. 2058688 _ 425 743,4374 HEIGHT CALCS. TPN 906513100002106 A = 336 LEGAL DESCRIPTION HOUSE 1489 SQ. FT. B+ 344 C+ 347.5 SNOHOMISH COUNTY ASSESSOR'S MAP FOR THE SW 1/4. SEC. 5, TWP. GARAGE 682 SQ. FT. D+ 346 27N., RGE. 04E., W.M. COVERED DECK 186 1543� 3%5 PLAT OF MEADOWDALE BEACH, RECORDED IN VOLUME 5, PAGE 38, SO. FT. RECORDS OF SNOHOMISH COUNTY, WASHINGTON. OPRN DECK 600 SO. FT. EXISTING PLAY + 25' = 368.374 RIDGE HEIGHT PLAT OF STEELE PARK, RECORDED IN VOLUME 47, PAGES 256-257, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. HOUSE 84 SQ. FT. - _ I. _ EAVES 258 SQ. FT' .j (3 � DRIVEWAY PAD LOT AREA 16,369 SQ..-F_T ---- --- .-. 400 $0. FT. LOT SLOPE 0% SIDEWALK 14 SQ; FT. CRUSHED ROCK DRIVEWAY 800 SQ. FT. 6I'E°.LtlliC DEPARTMENT EDMONDS TOTAL nAPERVIOUS SURFACES: 4,513 LOT COVERAGE 14.2% STREETTILE mkR, 13 ,.lets Grading Plan for Huebner Residence N89°1 co z I —I EROSION CURTAIN I DECK p 4' cu7yd. F29cubic TO RIPA �"-- 70TH AVE W —I— 3as.9s' 100' + OR - 1 _ _ N89'1 i oas;040n atjRoADTI:S T cut 99.5 cubic yds 6' cut 128 cubic yds O z Grading ,c Cut & Fill 323 cubic yds cut 13.5 cubic yds fill 336.5 total cubic yds 9' cut 3�_bic -� 15719 70TH AVE W 2 STORY WOOD A FRAME HOUSE 2J�5 I N 33.5 13.5 cI r I SHARED DRIVEWAY I I SCALE 1" = 2V-W 99.97' DUSTING CRUSH 3 EXISTING RAIN LINK FENCE SEWER MAN HOLE 15723 70TH AVE W - OWNER ED & JAN HUEBNER 15719 70TH AVE W EDMONDS WA. 98026 425 743,4374 TPN #06513100002106 HOUSE 1489 SO. FT. GARAGE 682 SO. FT. COVERED DECK 186 SQ. FT. OPEN -DECK 600 SO. FT. EXISTING PLAY HOUSE 84 SQ. FT. NOTED. 1MG WATER METER 20' INGRESS, EGRESS AND UTILITY AT17QAVE- W. JUN 90 )nnR EAs E I EM NT RECORD NG NO. 2058988 GTX�oF EDM�10.� LEGAL DESCRIPTION SNOHOMISH COUNTY ASSESSOR'S MAP FOR THE SW 1/4, SEC. 5, TWP. 27N., RGE. 04E., W.M. PLAT OF MEADOWDALE BEACH, RECORDED IN VOLUME 5, PAGE 38, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. PLAT OF STEELE PARK, RECORDED IN VOLUME 47, PAGES 256-257, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. EAVES 258 SO. FT - LOT AREA DRIVEWAY PAD 400 SO. FT. LOT SLOPI= P% SIDEWALK 14 SQ: FT. CRUSHED ROCK DRIVEWAY 800 SQ. FT TOTAL IMPERVIOUS SURFACES: 4,513 LOT COVERAGE 14.2% HEIGHT CALCS. A = 336 B+ 344 C+ 347,5 D+ 346 = r3Z3.so 343, 375� + 25' = 368.370 RIDGE HEIGHT STREET FILE M.R. i3,2oos 15 F;ESUB 20 2006 _ A IV 1 0.V 8 APPROI/Fo AS ar 0QED i � � i�:: n�l..• iilrli� YYY �� C>7T Date: I i 4o a TRAFFIC IMPA IS WORK SHEET Name of Proposed Project: H uUt li EP- S-7 N b Le LY Kej� p Efi ttt- Owner/Applicant: Name i S l l 0i 107 �'�' ACE Street/Mailing Address E-Vo"Zoo-S City UState !� J w Zip Telephone: Z , l 3-J1 �7 Applicant Contact Person: C.Ae!!,EAoW klvEgn�R Name 15---711 -7b-t%- A W Street/Mailing Address WA 9gn,� City / State Zip Telephone: ( 3s 97 Traffic Engineer who prepared the Traffic Impact Analysis: Firm Name 1. PROJECT DESCRIPTION Contact Name Telephone a. Street address (if known): 15 -17-3 Ayr— W t EDA;ry Vi 1VA ? pZt b. Location: S-C-c S t c. Specify existing land use: iJ N V t C b L O T d. Specify proposed type and size of development Y (Attach a vicinity map and site plan.) e. When will the project begin construction and when will it be completed >J l- Av�V r- 74b � Lwp % -Leo-t _ f. Define proposed access locations: �c-�•r dl! 1,K e>-F-F of A � g. Define proposed sight distance at site egress locations: 100 -t o - "- f-C<A Page 1 2. TRIP GENERATION a. Existing Site Trip Generation Table: Land Use Daily (ADT) PM Peak -Hour Trips IN OUT b. Proposed Project Trip Generation Table: Land Use. Daily (ADT) PM Peak -Hour Trips IN OUT c. Net New Project Trip Generation Table: Land Use Daily (ADT) PM Peak -Hour Trips IN OUT d. State assumptions and methodology for internal, link -diverted or passby trips: Page 2 3. TRIP DISTRIBUTION Prepare and attach a graphic showing project trip distribution percentages and assignments. 4. SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY a. Have sight distance requirements at egress location been met per AASHTO requirements? b. Intersection Level of Service Analysis, • Existing Conditions LOS Delays • Year of Opening LOS Delays • Five Years Beyond Change of Land Use LOS . Delays (Intersections to be evaluated shall be determined by the City of Edmonds Traffic Engineer.) c. Describe channelization warrants: (Attach striping plan.) d. Vehicle Storage/Queuing Analysis (calculate 50% and 95 % queuing lengths): 50% 95% • Existing Conditions • Year of Opening • Five Years Beyond Change of Land Use e. If appropriate, state stop sign and signal warrants: f. Summarize local accident history: Page 3 5. TRAFFIC VOLUMES a. Describe existing ADT and peak -hour counts, including turning movements, on street adjacent to and directly impacted by the project. b. Describe the estimated ADT and peak -hour counts, including turning movements, the year the project is fully open (with and without project traffic). c. Describe the estimated ADT and peak -hour counts, including turning movements, five years after the project has been fully open (with and without project traffic). d. State annual background traffic growth factor and source: 6. LEVEL OF SERVICE ANALYSIS Summarize Level of Service Analysis below and attach supporting LOS analysis documentation. Provide the following documentation for each arterial street or arterial intersection impacted by ten or more peak - hour trips. Other City -planned developments must also be factored into the LOS calculations. Existing LOS: Existing Condition: Year of Opening LOS: With Project: Without Project: Page 4 Mve Years After Opening LOS: With Project: Without Project: Note any assumptions/variations to standard analysis default values and justifications: 7. MITIGATION RECOMMENDATIONS State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached) and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations in ECDC 18.82.130. 2�0 ,fir- " - l r- `5'& A t* ; `7. �, Z - 0u_r ►r�r+L�i,�: /.. i+ SAENGR\Darrdl\Cuy Projects\TIA Guide1ines\Tre9mpAna1yWork 9-04.doc Page 5 i; ARC ", GEOSCIENCES INC. Grodtclniical & Pavement Engineering • Hydrogeology • Geoenvironmental • Inspection v Testing April 9, 2008 HWA Project No. 2008-000-21 TO18 " Cameron Huebner 15719 70th Avenue West r' Edmonds, Washington 98026 Subject: GEOTECHNICAL DESIGN OF FOUNDATIONS FOR PROPOSED RESIDENCE 15723 70TH AvE WEST EDMONDS, WA ' Dear Mr. Huebner, tThis letter presents our evaluation of the foundation conditions at the above referenced vacant lot and presents foundation recommendations for a proposed residence on that lot. ' SITE DESCRIPTION The site is north of Edmonds Washington as shown on the Site Location Map, Figure 1. ' The lot is now vacant and sits between two houses on the east side of 70th Ave. W. as shown on the Air Photo, Figure 2. The lot is the center of three lots that are accessed off of 70th Ave. W. on a private drive along the south sides of the properties. The lot is approximately 112 feet from north to south and 60 feet from east to west. Figure 4 shows the lot with contours from LIDAR images from the City of Edmonds web site. When the LIDAR Images were taken the site sloped downward from the southeast corner to the northwest corner about 16 feet. The steepest section was in about the center of the lot with a height of about 10 feet and a slope of about 2 Horizontal to 1 Vertical. Since that time, the upper portion of the lot has been leveled and a rockery up to 4 feet high was placed near where the steepest portion of the lot was previously. ' A sketch of the house is shown on Figure 4 over the topographic map. The house footprint is irregular and has an area of about 1500 square feet. The garage is again ' irregular with a footprint of about 725 square feet. The house is essentially three stories. The lower floor is a full daylight basement and the second floor is a series of rooms set into the various sections of the peaked roof structure. We have no information regarding ' the elevation or the location of the house on the lot. We have placed it in the figure arbitrarily for scale. RECEIVED ' 19730 - APR 15 2008 Lynnwpo�d; ' BUILDING DEPT. Te ' Fa: STREET FILE :.,: April 9, 2008 HWA Project No. 2008-000-21 TO18 BACKGROUNDSEARCH The Geologic Map, Figure 6, indicates the site is probably underlain by Vashon Till or possibly the underlying Advance Outwash. In their native (undisturbed) state, both materials are glacially overridden and very dense. There is probably a layer of weathered soil on the surface and there may be some fill on the site. The City has confirmed to Mr. Huebner orally that the site is not in the Meadowdale landslide area which is confirmed in our field evaluation. The LIDAR image, Figure 7 indicates the site and the surrounding area are relatively flat and are hundreds of feet away from either the Meadowdale slide or the slides along the erosion channels to the north and south. FIELD OBSERVATIONS An HWA geologist was on site on April 4, 2008 to make observations regarding site soil conditions. Several locations were probed using a steel, %2-inch diameter, T-handle probe to evaluate soil density. The probe met refusal at less than 6 inches at all locations. Two exploratory hand holes, HH-1 and HH-2, were advanced to evaluate subsurface soil conditions. In both hand holes a fill and/or topsoil layer was encountered from the surface to a depth of 1.1 to 1.2 feet. Fill consisted of dense, brown, silty, gravelly sand with roots and organics. A thin (1 to 2 inch) layer of charred organics was encountered in each of the hand holes at the base of the fill layer. Below this depth, dense, native Advance Outwash deposits consisting of gravelly sand were encountered, with a slightly weathered zone observed in HH-2 between depths of 1 and 2 feet. Figure 4 shows approximate probing and hand hole locations. Figure's 10 and 11 show graphic logs of the two hand holes. CONCLUSIONS AND RECOMMENDATIONS SURFACE CONDITIONS Based on our explorations, the site is underlain by Advance Outwash which is basically a glacially overridden sand and gravel that is very dense in its native (undisturbed) condition. The surface of the site has been changed by grading and filling. Based the information presented earlier, it appears the native very dense Advanced Outwash sand and gravel is near the surface north and west of the rockery and near the driveway and that there is fill behind the rockery which varies up to several feet thick. No groundwater was encountered and the site soils encountered are well draining and therefore should drain vertically to well below the project construction limits. Where probed, the fill is Huebner Residence 2 HWA GEOSCIENCES INC. April 9, 2008 HWA Project No. 2008-000-21 TO 18 dense and has some organic roots, etc. The fill was not controlled hence may contain anything at any location and therefore we do not recommend placing footings on the fill. FOUNDATIONS The foundation for the house and garage should be placed on the very dense native (undisturbed) Advance Outwash or on structural fill (described later) placed on the native Advance Outwash. Footings should be placed at least 12 inches below the top of any floor slabs or interior soil surface and 18 inches below exterior surface. Strip footings should be at least 18 inches wide and spread footing should be at least 24 inches wide. A maximum allowable bearing pressure of 4000 psf should be used which can be increased by 30% for dynamic loads. SLABS ON GRADE tAll of the soils encountered on site below the surficial organic and topsoil layer would be adequate for a slab on grade. Some of the site is covered by fill and there is no way of knowing if there is any deleterious material in the fill at any particular location. Therefore, if the slab is to be poured on anything but the native (undisturbed) Advance Outwash sand and gravel we recommend removing all surficial organic or topsoil, ' preparing the surface and then proof rolling it with a heavy piece of equipment. If soft areas are revealed, the soft materials should be removed and replaced with structural fill. The surface of any prepared surface should be compacted with a hand operated plate compactor before placing the vapor barrier, steel and pouring the concrete. Although we do not expect wet conditions under the slabs, in our opinion it would be prudent to underlay floor slabs and footings with a vapor barrier. Although we do not expect soft conditions, in our opinion it would be prudent to include a steel mesh in concrete slabs. RETAINING WALLS ' The only known retaining walls are those around the subsurface portions of the daylight basement. Those walls should be backfilled with structural fill in areas where there will be sidewalks, deck footings, and slabs on grade or other structural members relying on the fill stability. We recommend using the same material for backfill around walls where the backfill is not expected to support and structural element but the compaction criteria can be relaxed. Nothing larger than a hand operated vibratory plate compactor should be used within three (3) feet of any wall. ' The walls should be treated as rigid walls and be designed for an equivalent fluid pressure of 60 pcf. Huebner Residence J HWA GEOSCIENCES INC. ' April 9, 2008 HWA Project No. 2008-000-21 TO18 STRUCTURAL FILL Structural fill should consist of clean sand and gravel with a maximum size of 2 inches and less than 12 % fine passing the #200 sieve. The on site materials encountered in our explorations would be acceptable for structural fill if they do not have significant organics. Structural fill should be compacted to 95% of the modified proctor maximum density (ASTM D1557). SITE GRADING AND DRAINAGE The site should be graded such that any surface water runs away from the house and ponds can not develop on the lot. Yard drains, if used, and all drainage from impervious areas should be collected and tightlined to a suitable disposal location. Although we do not expect wet conditions, in our opinion it would be prudent to install perimeter drains around all exterior footings and tightline all that water to a suitable disposal location. WET WEATHER EARTHWORK There government regulations must be observed, however the soils at this site are not particularly sensitive to wet weather earthwork. They are not expected to erode rapidly or become excessively soft or muddy during construction. Normal BMP's should control the site if permission is granted to work during wet weather. Compacted fill should consist of less than 5% fines passing the #200 sieve. ' CONDITIONS AND LIMITATIONS We have prepared this geologic and geotechnical assessment report based on literature, visual observations, probing and limited subsurface excavations. The report and any other applicable geotechnical data should be viewed in its entirety; conclusions and interpretations should not be construed as a warranty of the subsurface conditions. Experience has shown that subsurface soil and ground water conditions can vary significantly over small distances and over time, hence we may not have seen every ' condition and even those we saw could change with time. The scope of work did not include subsurface soil investigation, environmental assessments or evaluations regarding the presence or absence of wetlands or hazardous substances in the soil, surface water, or ground water at this site. This firm does not practice or consult in the field of safety engineering. We do not direct the contractor's operations and we cannot be responsible for the safety of personnel other than our own on the site; the safety of others is the responsibility of the contractor. The contractor should notify the owner if any of the recommended actions presented herein are considered unsafe. I Huebner Residence 4 HWA GEOSCIENCES INC. April 9, 2008 HWA Project No. 2008-000-21 TO18 We appreciate the opportunity to be of service. If you have any questions or concerns, please do not hesitate to contact us. Sincerely, HWA GEOSCIENCES INC. Thomas C. Kinney, Ph.D., P.E. Geotechnical Engineer, Vice President Attachments: Figure 1 Vicinity Map Figure 2 Lot Location Figure 3 Photographs of Lot Figure 4 Lot with Contours and Explorations Figure 5 Sketch of House on Aerial Photograph Figure 6 Geologic Map Figure 7 LIDAR Image Figure 8 Photographs of Borings Figure 9 Soil Classification Legend Figure 10 Boring Log HH-2 Figure 11 Boring Log HH-2 Huebner Residence 5 HWA GEOSCIENCES INC. y b; al m— � w:.: Caa+t;, Park } c u C� a 18&th-SI SN}_ Puget Di •. .� A iAA �•�."� ;�Ui._ ._"_1`_i'�..�SI-I"LtT[��-.^.: g• . ge. j50D6�f? i �`''U,� 12J2th st SW C:? HWA..GEOSCIENCES INC April 13, 2008 VICINITY MAP PROPOSED HUEBNER RESIDENCE 15723 70T" AVE. WEST EDMONDS, WA FIGURE NO. PROJECT NO. 2008-000 T018 ULTA, I HWAGEOSCIENCES INC. April 9, 2008 Notes: 1. Aerial photograph and property lines are from the Snohomish County Parcel Viewer. 2. Scale is approximate. LOT LOCATION PROPOSED HUENBER RESIDENCE 15723 701" AVENUE WEST SHORELINE, WASHINGTON FIGURE NO. 2 PROJECT NO. 2008-000-21 T018 Looking Northeast ULT', I HWAGEOSCIENCES INC. April 9, 2008 Looking Northwest PHOTOGRAPHS OF LOT FIGURE NO 3 PROPOSED HUENBER RESIDENCE 15723 70T" AVENUE WEST SHORELINE, WASHINGTON PROJECT NO 2008-000-21 T018 IN 11 ' Notes: • Sketch of house from house plans by Geigle Design Edmonds, WA Dated March 13, 2008 ' • Lot lines and topography from Edmonds LIDAR Web site April 2008. The ground has been regraded since the topographic map was produced. • •0 Hand hole and 0 probe locations estimated from local features. • ■ ■ ■ ■ Rockery location estimated from local features ' HWA GEOSCIENCES INC. . April 9, 2008 LOT WITH CONTOURS AND EXPLORATIONS PROPOSED HUEBNER RESIDENCE 15723 70TH AVE. WEST EDMONDS, WA FIGURE NO. PROJECT NO. 2008-000-21 T18 1 1 f 1 1 1 1 1 1 1 1 .:Y%!X�I b..i;'7x' in ! �'• . _ty . Deckr. 9�,� p �+.�M., ' MQy"'. rr f•pe• .r r F�+ t r qua. 17 - 'cu House :f,•.. . try •C z r: Scale approximately 1" = 20 ft Notes: 0 Sketch of house from house plans by Geigle Design Edmonds, WA Dated March 13, 2008 ' 0 Lot lines and topography from Edmonds LIDAR Web site April 2008. The ground has been regraded since the topographic map was produced. 0 0 Rockery location estimated from local features I k, ® HWA GEOSCIENCES INC. . April 9, 2008 '#H OF HOUSE ON AERIAL PHOTOGRAPH FIGURE NO. PROPOSED HUEBNER RESIDENCE is 15723 70TH AVE. WEST PROJECT NO. EDMONDS, WA 2008-000-21 T018 f�r`� � /ti/l�er�� Rl�R_'��➢i��,�t�r.�s�c�r�srr�e�; DRAFT Composite Geologic Map of the Sno-King Area Central Puget Lowland, Washington 4 Dore% B- SOM aF !Bret . C= ,yG. sromt an* Scar A: SMea swv-e-Nw Gemoc brapprg Pmjed (SWP� LMtmz"y 01 vfasM,;M aW ttie united 3Eaaes 6e� izn eY (u.sm) Prirted January B; 2004 scale 1:24400 I HWA GEOSCIENCES INC. April 9, 2008 M'd Legend' D Geafogic $aurce Data;Bouhdary USGS Quadrangle Boundary Street. Geologic .Unit 0 .at - art;ticial.fili 0`Qyrat-:younger'aliuvium Qoal, - older alluvium. fan deposits; _Qmw - mass°vaastage,deposits 0 Wis.--landslide deposits Q' Qb - beach deposits Qw - wetland deposits, recessional oi&u sh CIA - ice-contacty deposits ovt Vashon till Q" Qva = advance ouhvash.: ®` Qvic - LaWton.Ciay tapf - pte-Fraser deposits.. ®`(.lpff = pre-Fraserftne-grained deposits bpiig - pre -Fraser glacial deposits ® ©,pWj-= pre-Fraser.till, Q : OWpiaa beds Wpd Possession Drift ® QM11b. 7, A'iiidbey, Formation Water GEOLOGIC MAP PROPOSED HUENBER RESIDENCE 15723 70TH AVENUE WEST SHORELINE, WASHINGTON NO. 6 PROJECT NO. 2008-000-21 T018 Note: LIDAR image from the Puget Sound LIDAR Consortium web site. HWA GEOSCIENCES INC. April 9, 2008 LIDAR IMAGE PROPOSED HUEBNER RESIDENCE 15723 70TH AVE. WEST EDMONDS, WA FIGURE NO. PROJECT NO. 2008-000-21 T18 WW', I HWA GEOSCIENCES INC. April 9, 2008 PHOTOGRAPHS OF BORINGS FIGURE NO. 0 PROPOSED HUENBER RESIDENCE 15723 70TH AVENUE WEST SHORELINE, WASHINGTON PROJECT NO. 2008-000-21 T018 RELATIVE DENSITY OR CONSISTENCY VERSUS SPT N-VALUE COHESIONLESS SOILS COHESIVE SOILS Approximate Density N (blows/ft) Approximate u Consistency N (blows/ft) Undrained Shear Relative Density(%) Strength (psf) Very Loose 0 to 4 0 - 15 Very Soft 0 to 2 <250 Loose 4 to 10 15 - 35 Soft 2 to 4 250 - 500 Medium Dense 10 to 30 35 - 65 Medium Stiff 4 to 8 500 - 1000 Dense 30 to 50 65 - 85 Stiff 8 to 15 1000 - 2000 Very Dense over 50 85 - 100 Very Stiff 15 to 30 2000 - 4000 Hard over 30 >4000 USCS SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP DESCRIPTIONS Gravel and GW Well -graded GRAVEL Coarse Clean Gravel • ® Grained Gravelly Soils (little or no fines) o Q GP Poorly -graded GRAVEL Soils More than 50% of Coarse Gravel with GM Silty GRAVEL Fraction Retained Fines (appreciable on No. 4 Sieve amount of fines) GC Clayey GRAVEL Sand and Clean Sand •• SW Well -graded SAND More than Sandy Soils (little or no fines) SP Poorly -graded SAND 50% Retained 501/6 or More on No. of Coarse Sand with SM Silty SAND 200 Sieve Fines (appreciable Fraction Passing Size amount of fines) SC Clayey SAND No. 4 Sieve ML SILT Fine Sin CL Lean CLAY Grained G Liquid Limit and Soils Less than 50% Clay _ - OL Organic SILT/Organic CLAY MH Elastic SILT 50% or More Sin Liquid Limn Passing and 50% or More CH Fat CLAY No. 2D0 Sieve Clay Size OH Organic SILT/Organic CLAY Highly Organic Soils PT PEAT r r COMPONENT DEFINITIONS COMPONENT SIZE RANGE Boulders Larger than 12 in Cobbles 3 in to 12 in Gravel 3 in to No 4 (4.5mm) Coarse gravel 3 in to 3/4 in Fine gravel 314 in to No 4 (4.5mm) Sand No. 4 (4.5 mm) to No. 200 (0.074 mm) Coarse sand No. 4 (4.5 mm) to No. 10 (2.0 mm) Medium sand No. 10 (2.0 mm) to No. 40 (0.42 mm) Fine sand No. 40 (0.42 mm) to No. 200 (0.074 mm) Sin and Clay Smaller than No. 200 (0.074mm) TEST SYMBOLS %F Percent Fines AL Atterberg Limits: PL = Plastic Limit LL = Liquid Limit CBR California Bearing Ratio CN Consolidation DO Dry Density (pcf) DS Direct Shear GS Grain Size Distribution K Permeability MD Moisture/Density Relationship (Proctor) MR Resilient Modulus PID Photoionization Device Reading PP Pocket Penetrometer Approx. Compressive Strength (tsf) SG Specific Gravity TC Triaxial Compression TV Torvane Approx. Shear Strength (tsf) UC Unconfined Compression SAMPLE TYPE SYMBOLS ® 2.0" OD Split Spoon (SPT) (140 lb. hammer with 30 in. drop) IShelby Tube 3-114" OD Split Spoon with Brass Rings OSmall Bag Sample ® Large Bag (Bulk) Sample nCore Run Non-standard Penetration Test (3.0" OD split spoon) GROUNDWATER SYMBOLS Q Groundwater Level (measured at time of drilling) X Groundwater Level (measured in well or open hole after water level stabilized) COMPONENT PROPORTIONS PROPORTION RANGE DESCRIPTIVE TERMS < 5% Clean 5 - 12% Slightly (Clayey, Silty, Sandy) 12 - 30% Clayey, Silty, Sandy, Gravelly 30-50% Very (Clayey, Silty, Sandy, Gravelly) Components are arranged in order of increasing quantities. NOTES: Soil classifications presented on exploration logs are based on visual and laboratory observation. Soil descriptions are presented in the following general order: Density/consistency, color, modifier frf any) GROUP NAME, additions to group name (if any), moisture content Proportion, gradation, and angularity of constituents, additional comments. (GEOLOGIC INTERPRETATION) Please refer to the discussion in the report text as well as the exploration logs for a more complete description of subsurface conditions. PROPOSED HUEBNER RESIDENCE I1 1 15723 70TH AVENUE WEST 1MGFOSCIENaS INC EDMONDS, WA MOISTURE CONTENT DRY Absence of moisture, dusty, dry to the touch. MOIST Damp but no visible water. WET Visible free water, usually soil is below water table. LEGEND OF TERMS AND SYMBOLS USED ON EXPLORATION LOGS ' PROJECT NO.: 2008-000-21-01$FIGURE: 9 LEGEND 200800021018.GPJ 4/9/08 SM Dense, brown, silty, gravely, fine to medium SAND, moist. Rotlets. [FILL] 0.2-inch thick charred organic layer at 1 foot. Sp Dense, light brown, gravelly, medium SAND, moist. Gravel subrounded to rounded. Some cobbles. [ADVANCE OUTWASIq BORING: 1 PROPOSED HUEBNER RESIDENCE HH-1 15723 70TH AVENUE WEST PAGE, 1 of 1 1MGEOSCUNCENC EDMONDS,WA PROJECT NO.: 2008-000-21-018FIGI-1W 10 BORING 200800021018.GPJ 4/9/08 DRILLING COMPANY: HWA GeoSciences LOCATION: 8' N and 4' E of tree in NW comer of rockery DRILLING METHOD: Hand Auger DATE STARTED: 4/4/2008 SAMPLING METHOD: Bag DATE COMPLETED: 4/4/2008 SURFACE ELEVATION: t feet LOGGED BY: P. Pearson rn rn W W U m M Z -- w Q } y r N w m Z Blows per foot W w �� a�, U g Zo O ay W } W o= � DESCRIPTION Q Q y W— a I- O W O W N O 0 10 20 30 40 50 SM Dense, brown, silly, gravelly, fine to medium SAND, moist. Rotlets. [FILL] 0.1-inch thick charred organic layer at 1 foot. SP Medium dense, reddish -brown, slightly silty SAND, moist. Some roots and gravel. — — — — — — — — — — — — — — — — — — — — — — Dense, light brown, gravelly, medium SAND, moist. Gravel SP subrounded to rounded. Some cobbles. [ADVANCE OUTWASH] Refusal on cobble at 4 feet No ground water observed at time of exploration. 5- 10- S-1 S-2 S-3 For a proper understanding of the nature of subsurface conditions, this exploration log should be read in conjunction with the text of the geotechnical report. NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated and therefore may not necessarily be indicative of other times and/or locations. -5 L_10 0 20 40 60 80 100 Water Content (%) Plastic Limit I--0 Liquid Limit Natural Water Content UWA PROPOSED HUEBNER RESIDENCE BORING: HH-2 15723 70TH AVENUE WEST FMGE0SCMNCES1NC, EDMONDS, WA PAGE: 1 of 1 PROJECT NO.: 2008-000-21 -018 FIGURE: 11 BORING 200800021018.GPJ 4/9/08 TOPOGRAPHIC SURVEY a0o po ` LEGAL DESCRIPTION CENTER TE SECTION EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON THE SHORT CALCULATED PER PLAT — — PLAT CERTIFICATE BY CHICAGO TITLE INSURANCE COMPANY, ORDER TRACTS CTS O VOL.47 \ DD NO. 5610260, DATED JUNE 14, 2007, AT 8:00 A.M. TRACTS L. 47 PGS. 256-257 0©0� PART OF TRACT 21 MEADOWDA LE BEACH, ACCORDING TO THE N89'3349"E 156TH ST S.W. 657.76' 5 THEREOF, RECORDED IN VOLUME 5 OF PLATS, PAGE 38, RECORDSAOF Is SNOHOMISH COUNTY, DESCRIBED AS FOLLOWS: 1 FOUND + IN 2" BRASS BEGINNING AT THE SOUTHWEST CORNER OF SAID TRACT; ij��:DISK DOWN 0.9' IN GRAPHIC SCALE THENCE SOUTH85'27'40" EAST, ALONG THE SOUTH LINE OF SAID CASE 0.1' SOUTH OF w Wo TRACT, A DISTANCE OF 120.04 FEET TO THE TRUE POINT OF CALCULATED POSITION o BEGINNING OF THIS DESCRIPTION; (6/2007) q o THENCE FROM SAID POINT OF BEGINNING, RUN NORTH 1'02'23" EAST 20' 10, 0 20, 40' 179.07 FEET, MORE OR LESS, TO THE NORTH LINE OF THAT CERTAIN 111 = 201 PROPERTY DESCRIBED .IN DEED RECORDED UNDER AUDITOR'S FILE NORTH LINE OF TRACT 21 NUMBER 1613258;THENCE EASTERLY ALONG SAID NORTH LINE FOR 100 FEET TO THE N8933'49"E 607.71' VERTICAL DATUM WEST LINE OF THAT PROPERTY BEING SOLD ON CONTRACT TO JERE M. CARY AND GRETTA M. CARY, HUSBAND AND WIFE, BY VERTICAL DATUM: NAVD '88 INSTRUMENT FILED OF RECORD UNDER AUDITOR'S FILE NUMBER 1612728; ORIGINATING SIDICHMARK:. SNOHOMISH COUNTY MONUMENT SC36, THENCE SOUTH 1'02'30" WEST ALONG THE THE WEST LINE OF SAID 3" BRASS DISC . f0.3' DOWN IN CASE AT THE INTERSECTION OF CARY LAND, A DISTANCE OF 179.39 FEET TO THE SOUTH LINE OF 68TH AVE W AND 164TH ST SW, AS PUBLISHED IN WCCS DATABASE. SAID TRACT 21; THENCE NORTH 85'27'40" WEST, A DISTANCE OF 100 FEET TO THE ELEVATION: 429.91 POINT OF BEGINNING; EXCEPT THE SOUTH 15 FEET THEREOF FOR PRIVATE ROADWAY AND TEMPORARY BIDICHMARK: UTILITIES ACCESS. FOUND + IN 3" BRASS DISK DOWN 0.55' IN CASE 0.1' EAST #TBM 'A' SET CHISELED + IN SOUTH RIM OF SSMH #7066 NEAR TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OF WEST LINE OF TRACT 21 SOUTH PROPERTY LINE AS ESTABLISHED BY DEED RECORDED OCTOBER 15, 1968 UNDER (6/2007) ELEV = 345.96' RECORDING NO. 2058988, RECORDS OF SNOHOMISH COUNTY, iTBM 'B' IS TOP OF 3" BRASS DISK AT INTERSECTION OF 70TH AVE WASHINGTON OVER, AND ACROSS THE SOUTH 20 FEET OF THAT W & SOUTH EDGE OF DRIVEWAY PORTION OF SAID TRACT 21 LYING WEST OF THE EAST LINE OF THE ELEV = 340.43' PROPERTY HEREIN DESCRIBED. BASIS OF BEARINGS SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SET REBAR AND CAP "AXIS 38011" BASIS OF,BEARINGS NORTH 03'44'23" WEST ALONG THE SCHEDULE B NOTES 01 2.2' SOUTH OF DEED MONUMENTED CENTERLINE OF 70TH AVE W BETWEEN THE AN LINE AT INTERSECTION INTERSECTION WITH 156TH ST SW AND THE SW CORNER OF TRACT 21 . 3. THIS PROPERTY SUBJECT TO AN EASEMENT AND THE TERMS AND g� ,,.,, .. R zo PER PLAT OF STEELE PARK DATED JULY 7, 1987 AND RECORDED IN G UTILITIES PER INSTRUMENT UNDER Q ,....; #S 710-87 PER ROS w 0 83101302 CONDITIONS THEREOF REGARDING VOLUME 47 OF PLATS PAGES 256&257, UNDER RECORDING N0. RECORDING N 74.(NOT SHOWN) g ,....;...y.;••., ..,.;....:...; 5 ... ...• : • : ' :.�.. 8512065004 & WEST OD ' h 'S # 870707 . oo, 5002, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. NOTES FENCE -CORN : ER IS 0.1' NORTH ' ' ' " ' ;.�. t PROPERTY LINE o ,. �' `•r . •5. • ' .<.' .. , .•' . :,`.. �, 'p, THE INFORMATION OF PROPERTY LINE `' SO 78..76'F.EET THE A DEPICTED ON THIS MAP REPRESENTS THE RESULTS w" :`'. SOUTH LNE OF SP #S-71-87 PER ROS 512065004 5 ... ` `' ' N89'15'ST"E 99.9T DEED LINE `` #8 SURVEY MADE ON JUNE 28, 2007 AND CAN ONLY BE AS INDICATING THE GENERAL D # ROS #8512065004 """''" CONDITIONS EXISTING AT SOUTH LINE OF SP S-71-87 PER'_ v X CONSIDERED CON X 8.17' gyp. AREA OF DEED DISCREPANC a 3a N THAT TIME. r LEGEND UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE SET: REBAR AND CAP "AXIS 38011" '`� rF ti� PLAY O� o� ¢ B CABLE TV RISER EVIDENCE OF UTILITIES (PAINT MARKS, SAW CUTS IN PAVEMENT, 1.7' SOUTH OF DEED LINE AT rk �� •F HOUSE ti Nti COVERS, LIDS, ETC.) AND AS -BUILT INFORMATION PROVIDED BY THE -O- UTILITY POLE UTILITY PURVEYORS. THE CONTRACTOR SHALL VERIFY THE EXACT INTERSECTION OF NORTH LINE OF SP �� �� "'"' • -CY POWER .POLE W UNDERGROUND CONDUIT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO #S-71-87 PER ROS #8512065004 & x •F / w — ° o� •� `2` / CONSTRUCTION. WEST PROPERTY LINE �F INC,! �t` / ��F �QG J Q SANITARY SEWER MANHOLE g IRON PLAY 'alb / P F, r O CATCH BASIN EVIDENCE OF LAND OCCUPATION SUCH AS FENCES, STRUCTURES, 30.00 APPARATUS `"` IRON POST / �� CORNER OF CONCRETE �'�P P�' PAVED OR GRAVELED SURFACES, LANDSCAPING, ETC. MAY NOT 33 6, ' o� WALK IS ON THE Q �p W FIRE HYDRANT COINCIDE WITH THE DEEDED BOUNDARY LINES, AS SHOWN ON THIS 2ti - COVERED PROPERTY LINE pp WATER METER DRAWING. THERE ARE AREAS ON THIS SURVEY APPEARING TO HAVE ® ��tk /WOOD F.P DISCREPANCIES BETWEEN THE DEEDED BOUNDARY LINES AND CERTAIN x 332.E PORCH r r, D4 WATER VALVE EVIDENCE OF OCCUPATION. AXIS RECOMMENDS THAT THE OWNER OR v r 2 20' N ® BRICK COLUMN W/LIGHT POTENTIAL PURCHASER CONSULT WITH LEGAL COUNSEL WHEREVER tc) cx= DISCREPANCIES EXIST TO DETERMINE HOW BEST TO INTERPRET THEIR ROCKERY PROPERTY RIGHTS AND ADDRESS POTENTIAL BOUNDARY DISPUTES. to ARCHED IRON //�Lp / �� 342--E AREA LIGHT 61 p PIPE �' ` /. W INSTRUMENTATION FOR THIS SURVEY WAS A LEICA 1103 TOTAL w M 1 / / ri ,- •- C4 ® GAS METER co Z o Z ,� o� / 1 / '' STATION. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, W ,�0 o TE THICKENED ASPHALT EDGE MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-090. N ,p•, / T#005�� 310 ti 10q� �p�1 #00��3�10000�i1 Oil REFERENCES SET BENCHMARK -- - -,� C SNOHOMISH A MA OR S _ FOUND MONUMENT IN CASE COUNTY ASSESSOR'S P F THE W 1/4, SEC. 5, a - — t ,�0, - f—;`q�;- ,`Dc o� — oo ® TWP. 27N., RGE. 04E., W.M. to /� 343.6 M ® SET REBAR AND CAP "AXIS 38011" PLAT OF MEADOWDALE BEACH, RECORDED IN VOLUME 5, PAGE 38 X 332.7/ X 9.96 z 0 FOUND REBAR AND CAP AS NOTED , RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SS SANITARY SEWER LINE z �� PGS `-344-- --; W — — — PLAT OF STEELE PARK, RECORDED IN VOLUME 47 PAGES 256-257 ❑P OVERHEAD POWER LINE 15719 70TH AVE W RECORDS OF SNOHOMISH COUNTY, WASHINGTON. �� ..- ! titi� N STORY WOOD FRAME HOUSE — — — ❑T— — — — ❑T OVERHEAD TELECOMMUNICATIONS LINE s' x RECORD OF SURVEY BY REID, MIDDLETON & ASSOCIATES, RECORDED W WATER LINE UNDER AUDITOR'S FILE NO. 8512065004, RECORDS OF SNOHOMISH t po`• .� COUNTY, WASHINGTON. — — — 4wonX 345.0 z - / 2.5 WIDE G G GAS LINE STONE STAIRS X X X XCLF RECORD OF SURVEY BY SOUND SURVEYING, INC., RECORDED UNDER k f ti?}i ro -- 0Q X 339.5 -- AUDITORS FILE NO. 8905015004, RECORDS OF SNOHOMISH COUNTY, +�' CHAIN LINK FENCE LINE 1 ` h �:r� �:� � ✓ CONCRETE SLAB � WASHINGTON. 10.09 RR EXISTING RAILROAD TIE ;n X345.1 7 RETAINING WALL 15723 70TH a`O --� RECORD OF SURVEY BY C&C SURVEYING, RECORDED UNDER AVE W W AUDITOR'S FILE NO. 107175003, RECORDS OF SNOHOMISH COUNTY, LANDSCAPED -4 TREE LEGEND HATCH LEGEND WASHINGTON. \ 2.89' LOT 'per RECORD OF SURVEY BY MARWOOD BINGHAM, RECORDED UNDER # 12"A AUDITOR'S FILE N0. 200610065320, RECORDS OF SNOHOMISH /X 346.1 ALDER X� CONCRETE PAVING d ° ° -COUNTY, WASHINGTON. f6 3 .i'' n1 / TBM B } < ,�a_ j / .P t t�. CEDAR u {C ty'+}'i`p n: _ V ' ,' P7, -.. FOUND + IN 3 BRASS x / / {v��` SPHALT PAVING DISK DOWN 0.9' IN„� SET RE�'AR AND CAP/ m 345.0 l •"' g F X•.; ;j•, A PAV CASE {6/2007)`a o `� ` „AXIS 8011" AT in ¢' X • • r .......I: , .,� . 34 ;:� .r:.ti 12" FIR w ;N �'' PROP RTY CORNER % SET REBAR AND CAP SOUTHWEST CORNER OF t,"' �' w r+i �� �' " " TRACT 21 i< M 4t? �.. "? 33 "�.�' ^4' o� ! 'S�` .�'S :�., AXIS 38�11 AT BUILDINGS xx t a t; s t $. .6' 12"M "� 'h 342.2 l• PROPERTY CORNER I. M MAP LE t' .X.. ,I. a k ��5 `Kv . �.. t i f }? N FOUND " 1 :1 N REBAR AN D CAP �s t 1 2M S S 1 2 M 7018 $•.. SSMH • � " r " 1 . LS # �• 1 0.1 SOU �... SOUTH ,, • 9.9� RAVEL SURFACE il=� � N 915 12 M C U 4. 12 M L STER r . 3., R 3 5.17 ;K ' RIM 2 •��••.•, t FCALCULATED �� ,••� �, ,.:.. .' ' S12 M IE 8 PVC N S E&W 321.44 :° �.;.• S ! POSITION (6/2007) (CENTER CHANNEL) �� '�� 5 s S ( 1 �o J -.- o _ . -� ...348— ___350 \J w 1 6 0 3 ,.--342--- - S SS `� N M 33 'r -' 3� ''/ s -- ._344 ., -3A6 - '" CLF X y X E_ — — — ❑P ,,,,.,.— POSITION CALCULATED �— �' `�t': o M { .- ,,' -1 —X-- -X°� X----X X X X----�-_- — — — ❑T— — — — ❑T— PER PLAT OF 120 4' / ' c 319.101 -,' 20.03' MEADOWDALE TRACTS N89'1557"E 319.15' ` 319.18'(MEAS) _ `�. , _ VOL. 47 PGS. 256-257 r "-' '� SOUTH LINE OF'TRACT 21 20' INGRESS, EGRESS AND �� f � �u• r �. �.. 326,,.•, � ,y'1 G� 30 UTILITY EASEMENT 4fl nfi <: S b 3 P RECORDING NO. 2058988 PGA p�0� <n �,x. � � # j •, Q� !\) * A#- SET X IN SOUTH RIM CB #7019 `tip : 322— --SSMH RIM = 324.39' ( CB 7020 0 RIM = 345.96' IE 12 PVC SE = 319.84 ° �S I '^324-- RIM = 324.99 NV10 IE 8" PVC IN ESE = 340.61' IE 12" PVC S = 319,81',nya� IE 12" PVC NW = 320.57' IE 8" PVC OUT W = 340.61, IE 12 PVC W = 319.82� (IE MEASURED AT CENTER CHANNEL) RESUS FOUND 2" BRASS DISK N DOWN 0.9' IN CASE JUL 112008 5FT OFFSET EAST OF Q sulL� ��� 70TH AVE W (6/2007) ®riY,i z NE 1 / 4, SW 1 / 4, SEC. 5, TWP. 2 7N., RGE. 4E., W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON REV# DESCRIPTION OF REVISION #1 #2 #3 #4 #5 #6 #7. DATE I BY SITE ADDRESS 15723 70TH AVE W EDMONDS, WA 98026 ED HUEBNER 15719 70TH AVE W EDMONDS, WA 98026 ' I - cl ;V) z. �'o,;;,, ,� 38011 O »�•�� EXPIRES: 10/05/08 www.axismap.com JOB NO. DATE 07-094 07/19/2007 DRAWN BY CHECKED BY Survey & Mapping 13005 NE 126th PL DMB/JM MTSE KRUG AND,'WA 98034 TEL. 425.823-5700 SCALE SHEET FAX425.823-6700 ill = 20' '1 OF 1 a21D8 o'��e 1�f�11� 151a3 -��'" �Av� Gl c��—