Loading...
18001 76TH AVE W.PDFIIIIIIIIIIII 6228 18001 76TH AVE W PERMIT NO: 97V i of Edmonds C ty, PERMIT EXPIRESJA�&i SIDE SEWER PERMIT C. I Address of Construction: 186.0--e-i z 121kt_. LID # property Tax Account Parcel No. 37,0 Rao- '31001 /0 z Attach copies of all access and utility easements Verified and Approved b Ow ner and/or Contractor: Z, Contractor License AllKAI&C Building Permit 4: AWR — epdYgg. 0 Single Family InIvasion, into City. *Right -of Way: '[:].Yes L3No F1 multi -Family (No. of Units *RW, Construction Permit,# E] Yes Commiercial,(Njo. of Units Cross.other "Private,Property:.. 'n Public *Attach, legal. description and copy of recorded easement. Owner or contractor"Isignature an cknowledgement statement: Date., y signing for. this permit I certify that I have read the City'.s,public handout entitled ide Sewer Specifi6atio'ns, and -shall comply with all City requirements outlined thetein... 9 CALL'DIAL-A-DIG (1-800-4245555) BEFORE ANY EXCAVATION2 IN FOR INSPECTION CALL 42-5 -77 14- —0-6-extensf 24 HOUR NOTICE REoUTRVD FOR ALL INSPECTION REOUESTS' ...... . .... . .. FOR OFFICE USE ONLY . ..... .. *0000 Permit Fee ;ZL2. Repair Fee $ Issued By: PAO Trunk Charge $ Date Issued: Receipt N Assessment Fee $ o: City Permit Surcharge Fee $5.00 Total Fees Paid NOTE. IF JOB SITE IS NOT READY, FOR INSPECTION WHEN INSPECTOR ARRIVES A $45 RE -INSPECTION FEE -WILL BE CHARGED. Job Site Ready YES NO Date: Ihitial: Partial Inspection: Datel-�(03' Initial*:. 4 X� AIN, Partial Inspection: Date: Initial: Mid FINAL INSPECTION. APPROVED: Date:. Initial: As -built to Street File: E] t� PERMIT MUST BE'POSTED ON JOB SITE1j White Copy: File 'Green Copy: Inspector Buff Copy: Applicant L-,temp;bldg;forms;sspermitjlg4/00 � 9, VVAG� Aw—\ —.&(&,ST Lot 2 of City of Edmonds Short Plat No. 5-15-80 which is a portion 4 Lot 1, block 3, Admiralty Acres ; t ra=j-orded� Snob. !n yo :.'04 C ty W� . !lat, PARCEL NO. 3�O 800 300 102 MOO/ - 710 - IV 4ae- WSMAWiT .0A*Qvr-. :U��.An,,fv r C'I W, Ti" 17" J( 01- meo, was COMP ... - G' E, arW C'Orlsti-Rants; C-.-. tort�, op, t�,�, MY PrUsOrl 0 j inquWy regardlilg the C' shv!ij 6oriducl an inatepe"lGen oi p slub tlie m p, including,'but not finilited to. the jocation 6y -t d lict C.", - ShC,%�jfj. SUCIi, StUbs may or may not eAst and MaY . , of k Nit of Edmonds nor its crlr-P'07��-^, t , rjellilel L �j Y the loc;zliorl; shf)vvil, IlLble tot the info'*m,,'tII0n giv�;li Oil th's map,nor for 'flly or -Zl� bc mLIP prLIvIded b�Md UVO-14 � SZ,1(1 L 1 1. , " , .., , C'I W, Ti" 17" J( 01- meo, was COMP ... - G' E, arW C'Orlsti-Rants; C-.-. tort�, op, t�,�, MY PrUsOrl 0 j inquWy regardlilg the C' shv!ij 6oriducl an inatepe"lGen oi p slub tlie m p, including,'but not finilited to. the jocation 6y -t d lict C.", - ShC,%�jfj. SUCIi, StUbs may or may not eAst and MaY . , of k Nit of Edmonds nor its crlr-P'07��-^, t , rjellilel L �j Y the loc;zliorl; shf)vvil, IlLble tot the info'*m,,'tII0n giv�;li Oil th's map,nor for 'flly or -Zl� bc mLIP prLIvIded b�Md UVO-14 � SZ,1(1 L 1 1. , " , .., , -4t- q il /* 0 C.O. 01 . / 180TH ST SW existing sewer une ew 4" sewer n new 4" sewer line C.O. > < Q0 me ') - -fi 81", cc isultants. The city anymitj Lc,5 torth op tl� do'�s rclt fxi or ent;bv rcr- a =10'uci an inftrxident .-Tregarlingthaint() 'Z'; rfla"', fiiz), includirig, but not IN �' sllmwi- su'm 111�14uj to, th( location of priv E6'�'jc" stub's i-(,'IY th;� joc - oFm2yn(j '( GX, �t and Mail or S11-:31,A1,11, tp- M-^) rct C' Cltv jnfih officers C nonds G Its ful Ine Irlyorm9o)) r� - thi", Mao. prov;ded ba,,jed nor fer ay or, 0 F ED* CITY OF EDMONDS SIDE SEWER AS- BUILT 0 ADDRESS: SCALE 1019 9TH AVE N NTS HOMEOWNER: CONTRACTOR: IRESCUE ROOTER DATE: DRAWN PERMIT 3/28/03. Byl L ABILA NO. 9716 City ofEdmo`n.ds Permit No: ;*�O!K RIGHT-OF-WAY CONSTRUCTION P ERMIT Issue Date: '7 A. Address or Vicinity of.Construct i i6n.' t 1600� -1 6h \A/' B. Type of Work (be'speciific):' Ll 0 - I- L �a Cc, 02A bV !1 C ATV k� Vtj,-, bof t, I q0 C. Contractor: Cxo�CAS� Contact: Ql!�rn CV.-Wi0e, Mailin Address: 1QS' 'EvOWPhone: ;L& 9.. State Licenge #: 'Liability Insurance:'�,-, Bond: City Business License #: �iit # (if applicable): D: Building Permit # (if applicable): Side Sewer Pern E. Eb Cominercial El Subdivision El City Proj PSE,0 ect 0 EUC (PUD, VERIZON, 0 V WSD) Multi -Family F� Single Family F� Other 4*4 INSPECTOR:,"' ItIc" ca:7� 142 6� F. PAVEMENT CUT: YES d�NO G. SIZE OF CUT x CONCRETE CUT: El YES 01,NO F-1 Mail Approved Permit Call, for Pickup APPLICANT TO READ AND SIGN pp ...INDEMNITY. Applicant understands by hislher s�ignature to this a lication helshe holds the City of Edmonds harmless from injqries, damages or claims of any kind or description whatsoever, foreseen or'unforeseen, that may be Made against the Citv of Edmonds or any of its departments or employees, including but not limited to the defense of any legalpro . ceedings including defense and attorneyfees by reason ofgranting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR, A PERIOD OF ONE YEAR FOLLOWING THE FINA L INSPECTION AND ACCEPTANCE OF THE. WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED By CITY FORCES, AT WHICH 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 (17800-424­15��5)�fRIOR T0,13EGINNING WORK V I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THATIMUST KE THE PINK FOPY QF THE PERMIT A VAILABLE ON SITE A T ALL NS . / . too,:�� Signature:i= Date= (Contractor or Agent) FOR- CITY USE- ONLY.. Approve&by:. (,,�.A rv\-C— , 4-15;Ll A i 6�d Right,-PJP-way Fee:,6 4�o 0-,gz� Time Authorized: Void Aftei� -2 uptiqn�,-,Fee/Fun_& 111: pv�ru �ri-: k Ins ee 2 0 $50. Special Conditions: 4(,4 TotAffeei ,2 �7 7 U w Issue&by: -4 rawnpinip=6 - #_Nkwnm� REQUIRED INSPECTIONS: Call 425- 771-0220, Ext. 1326for a 24-hour voice-recordedV*�5spection request line. FINAL APPROVAL OF PERMITTED WORK: DATE:62-,Z56J InLpe�Ls St . gnature NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE CADoctinnents and Setfings\Curfis\My Documents\Foims\Engnrni\ROWpermit_.doc "'Revised 10)103 14 ; - IN Open trench behind sidewalk approx. 100- feet m/l 18011 M 40-foot d/w bore pipe phone .4 — -L- — — — Ditch 1*,PPRCNEE) AS M8TEB 4-foot sidewalk Comcast of Washington, ILLC 1525 75th Street SW Suite 200 Everett, WA 98203 Contact: Gary Clawson 425-263-5412 North Drop Node: EM04 18001 76th AVE W - City of Edmonds 76th AVE W —V Date: N W4�-L E T P" S NORTH NOT TO SCALE CATTpelL MM phone_ Work Details Open trench behind sidewalk approx. 1 00-feet m/I and bore driveway approx. 40-feet m/I to extend and bury CATV service drop to 18001 76th AVE W. Install cable at 36" depth. All disturbed areas will be restored to existing or better conditions. Backfill material will be mechanically compacted to 95% of maximum density as specified by the City of Edmonds. In tight corridors hand trenching will be utilized to ensure protection of other utilities. Contractor must locate all existing utilities impacted by this project. Please see attached plans for restoration, erosion control and traffic control. Erosion control will consist of placing filter fabric fence and/or sandbags along curbs and catch basins where necessary. Keep drainage system clean and functioning. Remove all debris from the work site. Streets and roads will be cleaned both during and after installation of work. Ccomcast Traffic control set-up for minor encroachment PROJECT'S TIMELINE AND PROPOSED HOURS OF OPERATION: 0 Timeline — Up to 30-days past the issue date. 0 Work Hours —The entire project area will be conducted from 7:00 AM to,M. )Q PM or as specified by the Inspector. Traffic Control Plans 100; 1. The standards and guides of the latest version of the MUTCD -or as set-up per Code shall be followed at all times. 2. A copy of the Permit and Traffic Control Plan shall be on -site with all contractors during the project. 3. All contractors will avoid parking on sidewalks and shoulders and will take the lane and follow the proper traffic control set-up for the given situation. 4. Pedestrian access shall be maintained through oYetour d around all work LJ!; sites. C '�:6L �' h 5. Please find attached the traffic control plans for the various types of work sites that will be encountered during our project. 6. Flaggers will be used only when all other methods of traffic control are inadequate to warn and direct drivers. Only licensed flaggers will be used on the project. (Ieuo!ldo) 7. If situations occur when questions arise about proper traff ic control set-up the solution will be determined in the field with the Comcast Construction Rep. and the Inspector. _f6h R Sion-. ls�o If curb and gutters in project area: Filter ba.-s will be placed in catchbasins downstream of work site, and Small check dams of pea gravel filled sandbap will placed within the ogutter upstream of the catchbasin. Truck Mounted Anenuarto (optional) Ij3 L 200' A Traffic control set-up for lane closure U1111 )ace RAGGER STATION Depth = 36-inch minimum C ompatible w/ other utilities 10 Shoring required - at 4-ft + Pavement Cuts 10 T-cut 1-ft wider than trench Neat -line saw -cut edge a i'�kvj Depth, Cleaning, Containment, Compaction, and Restoration All trench bdckfill shall be mechanically compacted to 95 percent of maximum density using 1-ft loose lifts with whacker or 2-ft loose lift with a hoe pack. If proper compaction cannot be achieved with the native material, new import material is required at the 95 percent rate. As an alternative, CDF can be used in a design mixture approved by the Engineer. Ccomcast Az..,1Qnt'a iiifoe' '2 CLEANING: All Streets and roads are required to be cleaned and swept both during and after the instal lation work. Mechanical Vacuum ispreferred method CONTAINMENT: All un-restored shoulders or material storage areas ate required to be contained with reflective barricades. All disturbed areas shall be restored to existing or better conditions Trench parallel to road: Shoulder - Match existing surface conditions Pavement - 6 1/2 inches of crushed surfacing material and asphalt concrete Class B at 2- inches minimum or same thickness. if greater.. Trench across road (inunediate cold rr�x patch): Asphalt - Permanent hot mix patch at same thickness or 2-inches and sealed within 30 days. Concrete - saw cut and pored with mastic joints, eight - sack mix, either type Il of III cement, within 30 days. E RECEIVED 1112. PERMIT EXPIRES CITY OF EDMONDS USE PERMIT ZONE NUMBER U2 JOB SUITE/APT# ADDRESS r CONSTRUCTION PERMIT APPLICATION QWNER NAMENA14E OF BUSINESS PLAT NAME/SUBDIVISION NO.) LOT NO.- LID NO. 4��;yt_,Jcoj, 0"t /V r LID FEE S MAILING ADDRESS /V PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP IESCP 4proved RW Pern9t Required EXISTING - PROPOSED street use 1`6111111 R&qV tnapectimilaquired Sidewalk Required zip TELEPHONE 411 7 7!� - 55,t) REQUIRED DEDICATION- FT UnderWound Wftg required NAME METER SIZ E I LINE SIZE NQ� OF FIXTURES PRV REQ IRCD 0 3 r, -0 YESW9`No Q x ADDRESS REMARKS OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE z z Vn lo cca.."I"rilo rJ CITY ZIP TELEPHONE �,3_j �k�ffflj oc" r4�) 0j\TQZ. (f) 5F__WEre_ r(�) (l (�A-,D I t)6`1 NAME CBL# ') V" m F e- ENGINEERING REVIEWED BY DATE cc 1,11 WAI (_P_� ADDRESS N FIRE REVIEWED BY DAIrE ul cc 0 CITY ZIP TELEPHONE IZZ VARIANCE OR SHORELINE OR ADB# INSPECTION REVO -, BOND POSTED STATE LICENSE NUMBER EXPIRATION DATE y CHECKED BY 2 A�/V OYES EkO $ SEPA REVIEW COMPLETE EXEMPT SIGN AREA ALLOWED PROPOSED HEIGHT ALLOWED, PROPOSED Rj PROPERTY TAX ACCOUNT PARCEL NO. 3919 9do 300/0 I EXP NEW 0. RESIDENTIAL UrPLUMBING MECH LOT COVERAGE ALLOWED PROPOSED (REQUIRED SETBACKS (FT.) FRONT SIDE REAft- PROPOSED SETBACKS (Fr.) FRONT LJRSIDE REAFI­- ADDITION COMMERCIAL COMPL ANCE OR CHANGE OF USE 1�19 el #4 1,�?5 -75 'A I r -'A On z z 13 REMODEL 0 MULTIFAMILY SIGN PARKING REO'D PROVIDED LOT AREA PLANNING REVIEWED BY DATE A3 3-1— I FENCE REPAIR r-v6RADING CYDS . X W (� �7 FT) ARKS .:;� _ OTHER DEMOLISH 0 TANK ;;�Car vie -- -- yu* --hp dxe-eerl a kb", V�e­ z C'A'R'AGE RETAININGWALL F RE SPRINKLER Q`CARPORT ROCKERY FIRE ALARM vV146ji,7Se4--_kwd: 5 (rYPE OF USE.-eUSINESS OR ACTIVITY) EXPLAIN: CHECKED BY TYPE OF CONSTRUCTION CODE C OCCUPANT GROUP NUMBER NUMBER OF CRITICAL, OF DWELLING A A I r�2a SPECIAL INSPECTION AREA g OCCUPANT _STORIE UNITS S REQUIRED OYES L 0 0 OA DESCRIBE WORK TO BE DONE REMARKS PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REG �115 f P)iP_At,'(k I r tt-of� nr RizeA_,y-r ."Poc'e"'q VALUATION Description FEE Description. FEE Plan Check 0 State Surcharge GLAZING f ­ 11 HEAT SOURCE LOT SLOPE_% Building Permit City Surcharge frf)) / ye �) PLAN CHECK NO: VESTEC Plumbing OD _. - - �E— Mechanical' THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO t: E DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC Grading BOMAIN 0 0 (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. t: Engr; Review w PERMIT APPLICATION: ISO DAYS PERMIT UMM I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS Engr. Inspection SEE BACK OF PINK PERMIT FOR MORE INFORMATION APPLICANT; ON BEHALF OF HIS OR HER SPOUSE. HEIRS, ASSIGNS AND SUCCESORS Fire Review Plan Chk. Deposit IN INTEREST. AGREES TO INDEMINIFX DEFEND AND HOLD HARMLESS THE CITY OF 2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection Receipt # W ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE Landscapelnsp. Total Amt. Due DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE 0 NOR LIMIT IN ANY WAY THE CnYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.* X, Recording Fee Receipt # I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION: THAT iHE INFORMATION GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- This application Is not a permit until signed by the CALL TION; AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid, and IN VIOLATION OF THE�LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged In space provided. INSURANCE A D RCW 18.27. WORKMEN'S 9P N ,!R,'EWTION OFFICIA.P-SIG DATE SIGNATURE , N R- E DATE SIGVED (425) 11YId Z_ 771'-0220 RE 6ATE ATTENTION EXT 1333 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL - FILE YELLOW - INSPECTOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK - OWNER GOW -ASSESSOR 04/02 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN - ACCOUNTING HWAGEOSCIENCES INC. 19730-64TH AVE. W., SUITE 200 LYNNWOOD, WA 98036-5957 December 18, 2002 TEIL. 425-77470106 �FAX. 425-774-2714 HWA Project No. 2002000721 Task 17 www.hwageosciences.com NorWes Constmction Inc. .123 - 40' Avenue North, Suite 2 RECEIVED 'Edmonds, Washington 98020 DEC 19 2CL2 Attention: Mr. Lee McArthur PERW WUWER Subject: GEOTECHNicAL REPoRT Proposed 'Residence, Lot 2.of City of Edmonds'Short Plat No. 5-45-80 which is portion of Lot 1, Block 3 Admiralty Acres 1h 18001-76 Avenue West, Edmonds, Washington Dear Mr. McArthur; This report presents the results of a geotechnical investigation for a proposed residence on 76th AvenueWest at 180th Street in Edmonds, Washington. Our work included site reconnaissance, profiling a previously excavated test pit, engineering analyses,,and preparation of this letter report. PROJECT DEscRIPTION The plans show the project consists of a 2-story, timber-frarned, house with triple garage, and footprint dimensions of about 49 feet by 45 feet (total area of 2,169 square feet). The house is planned with a crawlspace and 16-inch wide strip footings designed for an allowable bearing pressure of 2,000 psf. To accommodate the house, excavation to about 5 feet below existing ground is required on the north and east of the footprint, while on the southwest, garage floor level will be set lower than Is' floor level in the house to reduce the need for structural fill. A low (approximately 5.5-foot high) rockery wall is platined'to support the cut slope on the northeast of, the. prop erty. A sanitary sewer connecting to the existing municipal sewer along 180th Street SW will be provided, and stormwater will discharge through a detention pipe to a ditch along the eastern side of 76h Avenue W. SITE DESCRIEPTION AND OBSERVATIONS The property* is situated on the eastern side of 760'Avenue'W* and the southern side of 180'h Street SW. Established single-family dwellings surround the property with undeveloped land (part of the Snohomish County Park) to the northwest. Ground slopes are from northeast to southwest resulting in an elevation difference of 17 feet. On the property immediately to the south, a series of small dams have been constructed, to provide. ornamental ponds. Large trees with average trunk diameters of I to 2 feet are present. The understory GEOLOGY GEOENVIRONMENTAL SERVICES STREET FLE HYDROGEOLOGY GEOTECHNICAL ENGINEERING TESTING & INSPECTION December 18, 2002 HWA Project No. 2002000-21 Task 17 vegetation consists mainly of ivy. We observed several trees with curved trunks w hich is typically indicative of surficial soil creep. However, the apparently,random distribution of trees. with curved trunks, indicates. that general slope movements are not occurring. SUBSURFACE CONDITIONS The "Preliminary geological, map by Smith, M (1975), Surficial Geological Map. of the Edmonds East and Edmonds West Quadrangles shows that the property' is underlain by. Esperance Sand and is located. immediately below the contact with the overlying glacial till. A later geologic map by Minard, J.P (1983), "Geologic Map of the Edmonds East and Part of the Edmonds West Quadrangles identifies the sand as advance outwash. The soil profile encountered in a test pit excavated near the center of the planned footprint is as follows: Depth (feet) Soil Description 0 to 2 Loose to medium dense, brown, fine to medium SAND. 2 to 3 Soft, dark brown, peaty SILT to organic SILT. 3 to 5 Medium dense to dense, fine to medium sand with* some.silt and scattered gravel'(Advance Outwash). Slow seepage was observed at the base of the test pit, and after 4 days, the ground water had risen to 3 feet below ground. It should.be noted that the stratigraphic contacts described 'represent the approximate boundaries between soil types; actual transitions may be more gradual. Moreover, the soil 1 cations reported and,. and ground water conditions are only for, the specific dates and 0 therefore are not necessarily representative of other locations and times. It is anticipated that waterconditions will vary depending on seasonal precipitation, local subsurface conditions and other factors. CONCLUSIONS AND RECOMMENDATIONS GENERAL Based on the investigation, we conclude that the lot is suitable for the planned development, and slope stability will not be detrimentally influenced by the development. -An important component of ensuring stability is the provision of adequate surface and subsurface drainage. Footing drains should be installed around the perimeter of exterior walls and behind the heel of retaining walls, The house should be supported on conventional spread footings bearing on undisturbed advance outwash sand below the peaty. silt layer. 200200-21 Nor Wes Construflion 2 HWA GEOSCIENCES INC. December 18, 2002 HWA Proiect.No. 2002000-21 Task 17 SLOPE STABILITY According to the site plan, the steepest slopes on the site are about 20% (measured over a, vertical drop of 10 feet). The soil conditions encountered in the test pit consist of advance outwash sands below a capping of sand (probably recessional. outwash) over a peaty.layer. Seepage is present within the advance outwash. The only evidence of potential slope movement is the bent trunks of some trees. However, inspection of the trees. in. relation to soil, profile and general site topography indicates that any movement is likely surficial and probably related to the -peaty layer. We consider that if building foundations are extended below the peaty layer onto advance outwash, and adequate drainage is provided to discharge seepage occurring near the contact with peaty silt, then therisk of slope instabilitywill be very low. STRUCTURAL FILL MATERIALS AND COMPACTION For the purposes of this report, material used to raise grades or placed under structures is classified as structural fill. Imported structural fill should. consist of clean, free. -draining, granular soils free from organic matter or other deleterious materials. Such materials should comprise particles of less than 4-inch maximum dimension, with less than 7% fines (portion passing US Standard No. 200 sieve), as specified f6r "Gravel Borrow" in Section 9-03.14(l) of the WSDOT Standard Specifications (WSDOT 2002).' The fine-grained portion of structural fill. soils should be non -plastic. Structural fill soils should be moisture conditioned, placed in loose horizontal lifts less than 8-inches thick, and compacted to at least 95% of the maximum dry density as determined using ASTM D 1557(Modified Proctor). Achievement of proper'density of a compacted fill depends on the size and type of compaction equipment, the number of passes, thickness of th,� layer being compacted, and soil moisture -density properties. In areas where limited space restricts the use of heavy equipment, smaller equipment can be used, but the soil must be placed in thin enough layers to achieve the required relative compaction. Generally, loosely compacted soils result from poor construction technique or improper moisture content. Soils with high fines contents are particularly susceptible to becoming too wet, and coarse -grained materials easily become too dry, for proper compaction. Altho u gh the sandy in ate rials, encountered in the test p it have so me fi nes con I tent, the y are likely a suitabld.b.ackfill provided they are placed indry weather and compacted to at least 95% of maximum dry density as determined using ASTM D 1557. SEISMIC CONSIDERATIONS The project site lies within Seismic Zone 3 as defined,in the 1907 Uniform Building Code (UBC). Zone 3 includes. the western portion of Washington and represents an area of 200200-21 Nor Wes Construction 3 HWA GEOSCIENCES INC. December 18, 2002 -21 Task 17 HWA Project No. 2002000 relatively high seismic risk. We recommend that a soil profile type SD be used for design. FOUNDATION DESIGN CONSIDERATIONS Spread and strip footings should extend through the upper sandy material and peaty silt to bear on medium dense to dense advance outwash below the peaty silt. All exterior footings should be founded at least 18 inches below the lowest adjacent finished grade; interior. footings. should be founded a minimum of 12 inches below the top of adjacent slabs or floors. Footings should designed for a maxim lu�n allowable bearing pressure of 2,000 psf, subject to minimum footing widths of 16 and 24 inches for continuous strip and isolated column footings, respectively. The recommended maximum allowable bearing pressure may be increased by 1/3 for short-term transient conditions such as wind and seismic loading. Provided construction is accomplished as.recommended herein, and for the anticipated foundation loads anticipated, we estimate differential settlements between adjacent load - bearing foundations to be less than I - inch. We recommend that the peaty layer be removed from below the entire building footprint to prevent the potential for decomposition odor and the possible accumulation of methane gas in the crawlspace. Alternatively, a 20-mil thick polyethylene membrane with sealed joints should be provided to seal the ground surface in the cra*lspace, and suffic ient crawlspace ventilation should be provided to vent any odor and gases that may accumulate. FOOTING CONSTRUCTION CONSIDERATIONS All footing excavations should be trimmed neat and the excavation bottoms should be carefully prepared such that disturbance and the need for over -excavation of native soils is avoided. All loose or softened soil should be removed from the footing excavation prior to placing reinforcing steel.. We recommend that�HWA should.observe footing excavations prior to pouring concrete, to verify that the recommendations of this report have been followed and that,an appropriate bearing stratum has been e posed. XP If footing excavations are open during the winter or periods of wet weather, we recommend that a lean concrete mat or mud -slab, be placed to help protect the subgrade from disturbance until the footings are poured.. Furthermore, if localized ground water seepage occurs. into open footing excavations�,� dewatering from appropriately placed sumps may be required. RoCKERY WALL We understand that the planned rockery retaining Wall will have a maximum height of about 5.5 feet. We understand- that the wall is exempt from City of Edmonds permit requirements, because the wall is less than 8 feet high, retains a cut slope, and does not support a surcharge and/or impound flammable liquid. We recommend that wall construction should follow the 200200-21 Nor Wes Construction 4 HWA GEOSCIENCES- INC. December 18,2002 HWA.Project No. 2002000-21 Task 17 requirements outlined in the City of Edmonds Development Information document "Rockery and Retaining Wall Permit Submittal Requirements ". Positive drainage should be provided behind the heel of the wall to prevent the buildup of hydrostatic pressures. SITE DRAINAGE Roof drains should carry, all runoff via a tightline to the storm drain. Perimeter footing drains should be provided behind all foundation walls and retaining walls� as shown. Roof downspouts and footing drains should not be connected to reduce the potential for clogging and back flooding of the perimeter drains. EROSION CONSIDERATIONS Erosion during construction can be minimized by -careful grading practices, the appropriate use of silt fences and/or straw bales. The siteshould be seeded and growth of vegetation should be encouraged as soon as possible after grading. Surface runoff control during construction should be the responsibility of the contractor., All collected water should be directed under control to a positive and permanent discharge system. Permanent control of surface water should be incorporated in the final grading design. Water should not be allowed to pond immediately adjacent to foundations or paved areas. Grading measures, slope protection, ditching,'sumps, dewatering, and other measures should be employed as necessary to permit proper conipletion of the work. WET WEATHER EARTHWORK The on -site soils, are moisture sensitive and may be difficult to handle or traverse with. construction equipment during periods of wet weather. General. recommendations relative to earthwork performed in wet weather or in wet conditions are presented below. These recommendations should be incorporated into the contract specifications and should be required when earthwork is performed in wet conditions. 1) Earthwork should be performed in small areas to minimize exposure to wet weather. Excavation or the removal of unsuitable soil should -be f6llowed promptly by.the placement and compaction of clean structural fill. The size and type of construction equipment used may have to be limited to prevent soil disturbance. 2.) Material used as structural fill should consist of clean granularsoil with less than 5% passing the No. 200 sieve, based on wet sieving the fraction passing the 3/4-inch sieve The fine-grained portion of the structural fill soils should be non - plastic. These are additional restrictions on the -structural fill materials described above. 200200-21 Nor Wes Construction 5 HWA GEOSCIENCES INC. December 18, 2002 HWA Project No. 2002000-21 Task 17 3) The ground surface within the construction area should be graded to promote run- off of surface water and to prevent the ponding of water. 4) Excavation and placement of structural fill material should. be monitored by someone experienced in wet weather earthwork to deten-nine that the work is. being accomplished in accordance with the proj ect specifications and the - recommendations contained herein. CONDITIONS AND LD41TATIONS We have prepared this letter report for use by Nor Wes Construction, Inc. for use in the 'design and construction of a single-family residence' n the above lot. This report should be 0 provided to prospective contractors for their bidding or estimating purposes, but conclusions and interpretations included in this letter report should notbe construed as our warranty of the subsurface conditions. Experience has shown that soil and ground water conditions can, vary significantly over s ma 11 distances. Inconsistent conditions can occur between explorations and may riot be detected by a geotechnical study. If, during future site operations, subsurface conditions are encountered which vaiy appreciably from those described herein, HWA should be notified for review of the recommendations of this letter report, andrevision of such if necessary. This report is issued with the understanding that it is the responsibility of the owner to ensure that the information and recommendations contained herein are brought to the attention of the appropriate design team personnel and incorporated into the project plans and specifications. It is also the owner's.responsibility to see that the necessary steps are taken to . verify that the contractor and subcontractors carry out these recommendations in the field. In, this regard, we, recommend that HWA be retained to review the plans and specifications. We also recommend that HWA be retained to monitor the geotechnical aspects of construction. The scope of work did not include envirom-nental 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 inthe 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. HWA GEOSCIENCES INC. December 18, 2002 ..,HWA Project No. 2002000 -21 Task 17 We appreciate the opportunity to be of service. If you have any questions or concerns, please do not hesitate to contactus., Sincerely, HWA GEOSCIENCES INC. 2 EXP!R E3 02 01�/OL Brian E. Hall,. P.E. Lome Balanko, P.E. Senior Geotechnical Engineer Principal Geotechnical Engineer BEH:LAB:beh 200200-21 Nor Wes Construction 7 HWA GEOSCIENCES INC. m Nor Wes Const. inc. Edmonds, WA 98020 �... _.... ������� .... ......'�'� ---'--- fz � _.... ...... --_-'--'. ��- ^/ /179 * � � ---ST R' EtEwT ----F '-- -- '--- -'---'----- � - --- ......... . ...... ------ ------- ------------ .4, ---- -- - ------------ - -- --------- ...... ..... - .37 113 /15/-n ........ ... . .... ..... . .......... . ......... ..... . ... ..... Z!F 7 lyy,5 . .. .. ...... .......... .. . .... . ...... ....... ..... .. "Vill ------------- x -75' W196we �:Vwm) IX" 71 IN 'IN ji- Aj A, . . . ........ - --------- 4e:' aw NAME: jawy- 11y6e, SITEADDRESS: 10001 - PROJECT DESCRIPTION: PLANNING DATA TE: REDUCED SITE PLAN PROVIDED?(!Y�G;S/�bo MAP PAGE: 357(Y CORNER LOT�A�No FLAG LOT: ()Le� ZONING: P—S —0— CRITICAL AREAS DETERMINATION #: 02- - 113 U Study Required: �aft ver L3 Conditional Waiver SEPA DETERMINATION: Fee U Checklist L3 APO list w/ notarized form Ll (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) ,-Q*4xempt (F SETBACKS: C)PA Required Setbacks: / -S+ Street: 7,:�E'Left Side: C;,;- Right Side: -7.5- -Rear. Actual Setbacks: Street. Left Sid (0 -Right Side: If Street ma ; p checked for addition Eack required? (Yes / No DRA L] DETACHED STRUCTURES: S7 I _,�P��ROCKERIES: P-c'cke,,cj _Sk0,Vkj PA-ho 13 FENCEsrrRELL'ISES': ' e-l""P11.2 e�IeVkl ,o ceS �� e;vppe_4�,, o,, S i 0 BAY WINDOWS / PROJECTING MODUCATION: Ll STAIRS / DECKS: PARKING: Required�.�_Actual: 3-1- LOT AREA:'ac I I ___ rIvrot LOT CO KAUF_:,A9f1 4_1 - C a I cu I at on s: 1-3-115 05 -1 --� 7 1 -3p 2_7_q�? BUILDING HEIGHT: Datum Point-4v SS k4Ahkv11'C.'pVeA5atum Elevation: _-Fic1c Maximum Allowed: ActualHeight: A.D.U. CREATED?X-A_o"/)(es) SUBDIVISION: LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: C Le S-1 �O OTHER: Plan Review NewBPPIanningDataForm.D0C S- 45 VC4, S 0. ... ............ .. qq ..500 01 jwd� I;A :R-lik' i3o\\ wn' . .......... (erM) LEgALLaL No. 5-15-80 Lot 2 of City of Edmonds Short Plat 1, block 3, Admiralty Acres which is a portion of Lot 12 of plats, acc. to Plat thereof recorded in volume page 48, records of Snohomish County, Wa., PARCEL NO. 37 0800300 102 Ll 7— R06ke pq 0+ lk UIAS ta'13 vtocXAa IL Control Erodon diment 0 rl 11 tion entrance A temporary rock construc entrance and will be constructed at the site q6-r1+'JV) t167 maintained during the construction period e_-L->r 0")Ly Silt fencing will be installed along the northern, western and southern lot lines. )ng with hay bales if needed This fencing al( ap any sediment before will be used to ti rial stored leavina the site. Excavated mate . t' with visqueen to onsite will be covered control erosion. Other exposed soils of the e mulch placed on them during site will hav inal stabilization of the construction until f W and erosion control site is done. The site devices to be inspected continuously and j%M es to be maintained in ol devic erosion contr 4qL! good order. FOOTING DRAINS NOT TO BE TIED INTO Final stabilization will consist of installing DETENTION SYSTEM ite and the Ora < ss sod on a portion of the s Ali C. . ith mulch X rider to have plantings w remal material applied. T X, X )41' OWNER/CONTRACTOR IS RESPONSIBLE FOR _7 .......... . EROSION CONTRI, plo DRAINAG5 7­7 71 'K P Al ACCEPTA TIGHTLINE WATER & SEWER RIAL ECTIONS REQD SDR 35 INSP CALL 425-771-0220 EXT. 1326 SCH 40 -12 1-w-UnIVINVAY -SLOPE + < F8j"AN9QR r puw\ 1P Ems- 007-137r, OpAr_�Ck�r to 4 - SIDE�)� �. V _�7 —INSPEC S A AV, Z' UIRED 4 Z I �__' TEMPORARY RIGHT-OF-11AY C,� I I ) " - — 0 CO)V"T"UCTION A �STRUCTI ; ", EWRIANCE TjSQUjjjED ND INSptCTION REQ ON PERMIT 4 :60C1611N6, Rob- rr-15 UIRED REeEIVED (D ALg DEC 19 2002 PERMIT COUNTER APPROVED AS NOTED L 6-Ar BY ENGINEERING RECEIVED NOV - 4 2002 .......... ..... ..... pERMIT COUNTER 24 0 ....... . . . ... -TD OF-ounp 2 (/z TkT APPROM BY PIAN '%: N G _T 0*'TREET FILE. VIM REC DEC PERMIT COUNTER r --von, Critical Areas Checklist CA File No: Site Informatiori (soils/ topoaa hy/ hydrology/ vegetation) 1. Site Address/ Location: f V� A-\� W , U3Lr�l 2. Property Tax Account Number: 3. Ap' oximate Site Siz6i(acr es or square feet). 4. Is this site currently developed? yes; _Y,,,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. presentlon 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 w ater: N-h :Approx. Depth: 7. Site contains areas of seasonal standing water: Appro x., Depth: What season(s) of the year? 8. Site is in the floo,dway floodplain of a water course. 9. Site contains acreek. or an area where water flows across the grounds surface? Flows are year-round? Flows are seasonal? (What time of year? 10. Site is primarily: forested ;meadow ;shrubs mixed urban landscaped-'(1awn,shrubs etc) 11. Obvious wetland is present on site: ��'�'sc_ S iCH661'Ahuis�,i].n'Vi el "J" !J­ R evieWed*bV:',1 ip.e T" A -Area on site id� Date:; .7 - Critical Areas Checklist.doc/3.19.2001 e City ofEd-mond-s" Development Services. Department! Planning Division Phone: 425.771.0220 Fax: 425.771.022-1 - --- ­­ ----AA 10 LV be filled out by any person preparing a Development Permit Application for the City of Edmonds pr I ior. to his/her submittal of the application to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, 'or: may be present on the'sli + Witei R'ec elived: �,ipt ,City Receipt #: Criti1c;4k6as'File M � -:. �? �\j, ,Critical Are , a's'Checklist Fee:---145-00 .Qate Mail6d to_Applicant:_ ,n property owner, !,or his/her authorized representative, must fill out the -checklist-, sig'h"and d� Jo,the Cit 'i ate it, and submit it . Y. The City will:review the checklist, make a precursory site vi'it, s,,,, and make a detertnination of the subsequent steps necessary . to complete a development permit a 'plication. p ec F—peity. Ine information Please submit a vicinity map, along with the signed copy needed to - complete the Checklist should be easily, of this form to assist'City, staff in finding and locating the available from observations of the site or data avail4bi I ..' . i . . I , eat specific piece of pTop�rty described on this *form. In City Hall (Critical areas inventories, maps, or `S61`1 addition, the applicant shall' include other pertinent surveys). information (e.g. site plan,- topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any And all damages, including reasonable i attorney's fees, arising from any action or infraction based in,whole or part upon. false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of.my knowledge and that I am authorized to file this app on the behalf of the owner as listed below. SIGNATURE OF APPLICANT/AGENT DATE (0 Property Owner9s Authorization By my signature, I certify that I have authorized the above Applicant/Agent to apply'�for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds4o enter the subject property for the purposes of inspection and posting attendant to this application. er/Applicant: Street Address City State Telephone: Email address (optional): Critical Areas Checklist.doc/3.19.2001 Zip DATE 5-- Applicant.Re' resentativ e: Name Strbet Address n� City State Zip Telephone: Erna'il Address'(6pfional): avo­v CD VOW avou I F .0. 0 M13010 C:) 0 Z CD -TO. L 00Z pLIE Notes:.. 1. All-sig.9sand spacingshalliconform Ell, IC to the MUT -City- of`�dm_iondt s CD and Pecs. z VV.ork.zo.ne-*�is�l.�0,0.'S'/6�c/l':;'1'80"'ST SW' &.1Tw/o,jc1I-76-AV.EW 3.,Fla-g-'gers will.: contro-I.,alternating C14 4.. Ale'rLaff6ctedresidents. 5,Chairine' A&J,ces are 6q.-T0Pr$:wi1.l_-be*-.50.F -.1-00". an1d: must- . 04 conta-in."at leasfO'deyvice - s 23! ONE UNE:.. ROAD 7 All, sigris,,are-,487k 46"- PAING- AHEAD W20.!-4 unless'�o'th,er'vvis e: specified'. 04 ROAD WOW ME" W20-1 Pilchuck Contractors, Inc. Job #1,06110585.. 3 July 03 Sheet 1: / I J. Buss National: Barricade Co CHANNELIZING DEVICE SPACING (FEET) TAPER TANGENT . 20 40 - LIEGE , ND- M.WORKAREA 28" TRAFFIC CONE --0- EXISTING TRAFFIC FLOW 'SZ SIGN LOCATION FLAGGING -STATION .PROTECTIVEVEHICLE OkMORKVEHICLE 4 43 3 Azamw- S11 m 1-m- �-, �pm )ri4w%p 3"S gas sw� T S� LO 0 oj)-� . A --,;i ck, 2& ESMT LZRI, p �/Prlj Pole AW 6 -7 CA" *-"-y IQ V PermifN .�'003— City of Edmonds o RI�GHT—OF—WAY CONSTRUCTIONPERMIT issueDate: 'A. Address Ir Vicinity of Coifistruction: B. Type'6f Work (be specific)t lo S� Ck J_ U_ S U 1 6 e- �5 a ��6 u� Lai Q I L �'C. Contractor: cj�. 'a Contact:34,i S&C/L -Phone Y�? 36 Mailing Address: State Licen 'e Liability Insurance: Bond: $ u i e-S c D.,-,13 ildirig Permit- S*d* eWer:Pe able): E. El Commercial' Subdivision 'El City Project E] EUC (PUD, VERIZON PSE; AT&T, OVWD) E] Multi -Family Single.Family Other INSPECTOR: F. PAVEMEN T CUT: '12 YES El No. G. SIZE, OF CUT x CONCRETE CUT: LJ YES El NO AlI'LICANTTO IZEAI) ANI) SIGN INDEj�N[T�,i"*'& understands by:�hislh�r -sikhature to thi's - applicdtion h�lshe`holds "harihl6s firom _,pplicant the.'City of Edmond� tsoever, foreseen or unforeseen, that may be ma injuries, damages,',or claims -of any,, kind oi des�rl:;ion wha der?��aihst tke City of Pt Edmonds or j�� 6f its depar'tments or employees,'including -but not liniited,to the defense bf any legalproceedings includifig. defense costs and'aii6rnev fees by reason ofgranting this permif THE-edWtAC TOR; I .1S?v1RESPON§1BLE FOR­T0_RKMANSHIP AND.MATEkIALS FOR A PERIOD OF ONE YEAR - FOLL 0 97NG THE FINA L INSPE&IOIPIA'��# CCEP7A' E qik,41"HE WORK-\ESTIMA TED RESTORATION FEES KILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETEb BY CITY FORMSICIA_ HCH TIME A JBIT OR,CRED'IT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Traffic contedl Ad public,taieiy sh!a'K� in'accordance with City regulations As required by the City Engineer. Every -flagger MUSt4 be trained as required by'.(WAC) 296-155�305 and must have certification verifying completion of the required training in theirlossession' 4_� �AIV'�fr etretit-itre'tnek,.'-woek,s'hail'kb�'3.��iitc�ed'�,,,'ith asphalt'6r City- Alestor.ati%on.�i�,,io�:b'�,�'in.�ccqfdik* wylth C" S& _.pAa� 4601 material �pricir to the end. of ifte''worl pp r ;v, 4, kd2iy "NO EXCEPTION& Three sets of construction drawings of proposed work. are required with the permit application. CALL D� ArDIGi (f7800-4.24-5555) PRIOR TO BEGINNING WORK I HA VE READ ATEMENTSAND UNDERSTAND THE PERMIT REQUIREMENTS AND:ACKNOWLEDGE ff�ABOVEST THATIMij9TAAKE* THE PINK COPY 01�'THE PERMITA VAILABLE ON SITE A TALL TIMES FOR INSPECTIONS I Date: Signature: -5/6 (CiDntractor or Agent) "N CITY �USE ONL -nuou Right-of4,ay F��:'16Q;ti S 60 U05 eg Approveq,�by b, ra (L r: Time Authorized:, Voi&After 1, 'Diiruption,Feefflund Special Condi.tions� '1RM4F*, OTU Swkltb� 'Restoration, Feel: COF kr,, MIT— '9 t�W 1� L 'Klk7l�a Total Fee: bt!��, tMkCAP�S'-M UKE 6f-- �EM .,(_JADIM(Yl� Receipt No: -"f*�(c 6 07UL AWA.AVeP K 00Tr-0. kk��(A), C, Is1sued1b,y:-, T "A- ul ''no �M EIA ; 1< -A.L.L- R4-MA, -_-'A UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220, Ext. 1326) FINAL APPROVAL OFPE-RMITTED WORK.-"' DATE: S, insp'e'ctor s ignature h . f6 mi on'-hAndo :� t. .,Ador inspection,requirements see Ehgi'n-"ee kifig- Inspectio:'n I r ' ati, U a, 'IN I'MOIZ TO 11EIMIT ISSUANCE NO WOIZK S.I-IALI. BEG DAMy Rq�q t T�r p�g�kMpertfiit_doc