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8507 BOWDOIN WAY.PDF'8507-8509 BOWDOIN WAY Burke, Denise From: Fiene, Don Sent: Wednesday, August 25, 2004 3:53 PM To: Burke, Denise Subject: Goodnight- 8505 Bowdoin Way ESUs Denise; 11,848 sq ft impervious= 3.98 ESUs. Still trying to locate the Sunrise Calculations. Don Fiene, P.E. Asst. City Engineer ADDRESS BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) CRITICAL AREAS: "! Rig DETERMINATION: ❑ Conditional Waiver ❑ Study Required aiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: Z - I G'l ' 64 PARKING AGREEMENTS DATED: ,^, ff EASEMENT(S) RECORDED FOR: 'in PERMITS (OTHER): PLANNING DATA CHECKLIST ,,D/I ATED: 1 ' Ae- CI "Z" 'ZZ' GCI ,4-23-01, oQ � SCALED PLOT PLAN DATED: tet' D ' A (NIo REL>!,LGGl�j)&,b SEWER LID FEE $: LID #: SHORT PLAT FILE: �J LOT: BLOCK: SIDE SEWER AS BUILT DATED: 4. l 5 SIDE.SEWER PERMIT(S) #:OCO TO II'' GEOTECH REPORT DATED: (O 'SCI 9 , 1 Z' � °► ' O3 . 4 ' 1 ' o4 STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: `\ OTHER: ZO W " "l Z I �t MO NO IN IG J C -)W- g8.215 (,lw ) L:\TEMP\DSTs\Fonns\Street File Checklist.doc �,.. t ; - . _.._ . ' .. .. � � , � ,, � �. a , .,... � _. ,.,• ...,. ;- � �N y��, �, rg � �� F + , �, ,? „�,. 1 f• + '.a. �� *� :�'�m �t �C" � 111 { ; � . 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C G4- Dy%&-ce, .0 -1--A-X ?�. -/I, qRl I PCG X03- 0 y a� l � y PLANNING DATA Commercial / Mulffamily /vow SITE ADDRESS: ��07 � `��9 �y��h ZONING: p - Z • N ire✓rex Add, e,5,-5 USE(S) PROPOSED: 7 Is ALLOWED?: 5 LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED /V (YIN) CUP File: To Allow What Uses?: .+fir F ADB FILE '�y� !moi 875 /?t1oo -7 -Pa's :m til�C PARKING: '~ Use: Biu W3�eoC �✓oowLS No. Spaces Required: 2 �. X -1 -DWS (floor area, # employees, etc.) _ Use: No. Spaces Required: X (floor area, # employees, etc.) _ Use: No. Spaces Required: X(floor area, # employees, etc.) _ Use: No. Spaces Required: x .'! X (floor area, # employees, etc.) _ rfy.i Total Required: Iii Actual, Provided: SETBACKS:.w�tc ow -i- Required Setbacks: ;,. Front: 15' Left Side: �� Righ't_Sid I O Rear: l Actual Setbacks - Front: IS Left etbacks:Front:ILeft Side: Right Side: Rear: Street map checked for additional setback required? (Yes/No) MAXIMUM e1dr 4; Maximum Allowed: �( S'o�2P�/`l Actual: �ON1.7 -+'l�v✓�°�I. (1a`I .Sam 13ldal Max '4'49.5' S. P I dg AGh44 t BUILDING HEIGHT: �/or,/(,, �� K�lq.S IV. w y,1-7.3 F y I $y x:± Maximum Allowed: 25 +! Actual Height: Se e- a,bV✓� o; Modulation Allowed?: /fid Modulation Height: '� ; Ntissi Datum Point: Datum Elevation: Elevator Penthouse > 3 feet over height limit? If so,VAR# c �o-� v►��cs-� l� Slorcv{ q: 12- 4-7-eA_4e ✓Gc l�v� �.. P LANDSCAPING: of 51, Matches ADB approved: Bid Provided? Bond Amount (100% bid): w:� z C. .F � CRITICAL AREAS #: ';17- I clO V//cc l ✓e✓ w: SEPA DETERMINATION: F•,j P�— �` SHORELINE REQUIRED?: Continued ... ./ ta-W GWS• t-,ae - 6),,j�� I:\library\^PlandatNewG6mm.doc 0 V, ews DATE: PLAN' CHK#: NAME OF BUILDING PERMIT APPLICANT: PROJECT DESCRIPTION: ADB FILE #: % OR DATE WAIVED: PLANS MATCH APPRQVED PLAN:' • i SUBDIVISION: 1-� LOT AGGREGATION REQUIRED?: 410 o r REDUCED SITE PLAN (8.5X11) PROVIDED FOR STREET FILE? F w OTHER: a z a Plan Review By: I:\I ibrary\^PlandatNewComm.doc AItANNING DATA: SIG STREETFILE Name: �1000II!1l y�li' `�F 01""{'1P�YS ~ - , ' ,Dated Z l0 200 (p Site Address: g 13 pq ai S 5 Off- pjOW dot h Plan Check #: Project Description: NeW Menu Vn4e* 11" 51' g h `` M a 9 V101 i U Lane Reduced Site Plan Provided: (YES / NO Zoning: R.M 2. L Comprehensive Plan'Designation: M L44'1K : f A li1%l:i'l y Me div►!► df.Y1 511"y 5•°C;bKrl yrs Map Page: 2.,05.,. _ Corner Lot: ES NO) p�•6TM Flag Lot: (YESCN?) ADB File # (or date waived): J j to jD(v cpign waived -( T•Urlit apts = ADg•03 1�1-4� TOTAL Area per Type of Si n. Matrix Allowed .. TOTAL Type of Allowed in conditions area�per" ' •Unit sign area. Proposed Sign zone? met? unit allowed for sign area this sign Example Wall w/interna/ Yes with Yes sq. ft./lineal ft. at ft. attached 41 square 20 square illumination conditions . attached wa/! feet feet wa/l maYlumeint Sign #1 W /eX-ttVVWI yC b y e s ID I D LP 104, ( C illuw► • (ca�d.� Sign #2 Sign #3 TOTAL Sign Area for Tenant/Site Max Permitted: I a p Previous Total: C7VI0W VI [ProposedTotal: () �J Sign Height Sign Type: Moy\UYY1•�iVl�� Max Permitted: (p ► Actual Height: 3 Sign Type: Max Permitted: Actual Height: Sign Type: Max Permitted: Actual Height: Sign Lighting Sign Type: M 0 h uVhtjy t Proposed: 100 W6j* VV4jp94CvI Allowed in Zone: Sign Type: Proposed: Allowed in Zone: Sign Type: Proposed: Allowed in Zone: P-LANNING DATA: SIG* 11 STREET FILE . Plan Review By: Si n Colors Proposed: r►afu"I' L-c-d4r [,old►' baC,Kgraund, yoId 1tite.v'n9 wPPe-✓' Acceptable? ye y , Requires ADB Approval? Sign Location If freestanding and 3 -feet or over (unless a fbnce)'meets'setbacks . n of ' a ` `•.-Re uired Setbacks . Street: ' 1 Side: Side- 1 hear S51Y�-_-rni : S Actual Setbacks Street: R � Side: �=_; l Side:.._. ' bear: s Ye -e --s' 'LindscajbMg for Free. 6riMn Si ns. ' Size: v X (0 = 2_O* re cl . Location: At b ay -C, Of sign Critical Areas Determination #: j q a(+ _ 0190 ❑ Study Required Waiver Other t Plan Review By: I&ECEIVED AUG 2 0 2004 After recording return to: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII DEVELOPMENT SERVICES CTR IIIIIIIII CITY OF EDMONDS 200406240444 6 PGS 06-24-2004 01:55pm $24.00 SNOHOMISH COUNTY, WASHINGTON CITY CLERK CITY OF EDMONDS 121 5TH AVENUE NO. EDMONos, WA 98020 Document Title: Declaration of Access Covenant Reference Number(s) of Document assigned or released: Not Applicable Grantor(s) (Last name first, then first name and initials: Goodnight, Brian K. Goodnight, Bruce C. Grantee(s) (Last name first, then first name and initials: Public and City of Edmonds Legal Description (abbreviated: i.e., lot, block, plat or section, township, range): Additional legal on page _ of document(s) Portion of Tract 18, Block 5, Alderwood Manor No. 9, Vol. 10 of Plats, page 6 Assessor's Property Tax Parcel/Account Number(s): OD 37 3 LQ CSD`^ 0((S 03 DECLARATION OF ACCESS COVENANT THIS DECLARATION, made on the date hereinafter set forth. by Brian K. Goodnight, as his separate estate and Bruce C. Goodnight, as his separate estate, hereinafter referred to as. "Declarants", WITNESSETH: WHEREAS, the Declarants are the. owner of certain property in the City of Edmonds, County of Snohomish, State of Washington, described as follows: That portion of Tract 18, Block 5, Alderwood Manor No. 9, according to the Plat thereof recorded in Volume 1'0 of Plats, page 6, records of Snohomish County, Washington, described as follows: Beginning at the Southeast corner of said Tract 18, being the True point,of beginning; thence N 00000'00" E 149.72 feet; thence N 89044'13" W 100.00 feet; thence South and parallel to the East line of said Tract 18, 197.41 feet, to the .North margin of Bowdoin Way; thence N 64043'00" E along said margin 110.59 feet to the True Point of Beginning. and, WHEREAS, Declarants are constructing buildings containing residential units on the property and wish to provide for continuous access for emergency escape to the middle two units of the north building to be built upon the property. Declarants are creating this covenant to comply with the Uniform Building Code (1997 Edition) Section 1001.1, 1003.2.3, 1003.2.5 and 1003.3.1. as amended by the State and as interpreted by the City of Edmonds. NOW, THEREFORE,. Declarant hereby declares that all of the properties described above shall be held, sold and conveyed subject to' the following easements and covenants and conditions,;all of which are for the purpose of providing required access and emergency egress to the residential units on the real property. These easements, covenants, restrictions and conditions shall run with the real property and shall be binding on all parties, having or acquiring any right, title or interest in the described properties, or any part thereof, and shall inure to the benefit of each owner thereof. - 1. A Site Plan is attached as Exhibit A hereto. There shall be an unobstructed access from the asphalt driveway shown thereon at least 36 inches wide to the existing doors on the north side (rear) of the middle two units of the North Building specifically the living room exiting doors as shown on Exhibit B. Any fences installed between the Units to separate the back yards of the four units in the North Building or any fences installed along the path. of the access area shall have a clear opening of not less than 36 inches. No gate or other device may ever be installed to screen, close or obstruct the opening in any such fences and no structure shall be erected within the access way and no vegetation other than grass shall be planted or maintained in this area. 2. The attached Site Plan (Exhibit A hereto) demonstrates a location for the access required by this Covenant. This is an approximation only. The property owners are only required to provide an unobstructed access of not less than 36 inches from the rear yards of the middle two units. of the North Building specifically the, living room exit doors as shown on Exhibit B, to the asphalt driveway shown on the Site Plan which provides .access to the existing driveway easement accessing Bowdoin Way. 3. The access provided herein is for emergency egress only and does not create an easement for ingress and egress. The land over which the access lies may be used for any purpose not inconsistent with this covenant such as lawns or patios provided however that no structure or any vegetation other than grass shall be placed or maintained. 4. The covenants and restrictions herein shall inureto the benefit of and bind the successors of the respective parties and shall run with the land.. 5. This covenant shall be effective upon recording.. 6. If the apartments are converted into condominiums, these restrictions shall be incorporated in the Declaration of Condominium document and the Home Owners Association shall be given authority to prohibit structures and plantings in the access way as well as the power to remove obstructions at the Home Owners Association expense, The Association may assess any such cost ag ' any condominium unit responsible for placement of the obstruction. , 7. This covenant may not ed wit ut authorization from the City of Edmonds Building Official and the owner of the property subject to the covenant: If a Condominium is created in the future then termination is allowed with the consent of the owners of the middle two units of the North Building and the City of Edmonds. Assignor: 13 t ce C. Goo STATE OF WASHINGTON) )ss COUNTY OF SNOHOMISH ) I certify that I know or have satisfactory evidence that Brian K Goodnight signed this instrument and on oath stated that he was authorized to execute the instrument and acknowledged it to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated thi�6 day of 204 Ndtary Public in and for \7"14NA- m- The State of Washington Residing in My appointment expires: 9— ! F -d -7 R • � STATE OF WASHINGTON) )ss COUNTY OF SNOHOMISH ) I certify that I know or have satisfactory evidence that Bruce C. Goodnight signed this instrument and on oath stated that he was authorized to execute the instrument and acknowledged it to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated this26 day of 20.L/ 0, << otary Public in and for The State of Washington -/ • _ ".o *"•"" . M Residing in Ll 21 c ~ My Commission Expires: —/� 06 c^ X19-0� µ A EXHIBIT B PLANNING DATA Ne --w (lam N IC -e -C A �' NAME: C9ff, ijjaPjo.y,3 SITE ADDRESS: 8911 6&,tx Wim, DATE: 2. zza 99 .11 ZONING: P -M PLAN CHK#: T- 7-8 PROJECT DESCRIPTION: 44 a4AAA b "!. Qom lr 60-�`met- USES) PROPOSED: W ALLOWED?: ✓ ��r-+� LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED CUP File: Cu- 9-7, I ADB FILE #: OR DATE WAIVED: PLANS MATCH APPROVED PLAN: `%s PARKING: Use: X No. Spaces Required: X (floor area, # employees, etc.) = Use: No. Spaces Required: X (floor area, # employees, etc.) = Total Required: Actual Provided: SETBACKS: Required Setbacks: Front: 1,5' Left Side: 16' Right Side: 10' Rear: 15' Actual Setbacks: Front: —71 ' Left Side: &0 Right Side: 10' Rear: 3t ' Street map checked for additional setback required? nta (Yes/No) MAXIMUM FLOOR AREA: Maximum Allowed: ,Nl Actual: �Nort mr¢d nl1L- OV-- ' ,-Aa , 'S (,, 7+K� DL - BUILDING HEIGHT:-A�•,��a �� -►�, �P P Maximum Allowed: Actual HeigAt: Modulation Allowed?: Modulation Height: Datum Point: Datum Elevation: LANDSCAPING: Matches ADB approved: --� Bond:o�u, {j SUBDIVISION: CRITICAL AREAS M 3-7-190 ` alflles,permWPLANDAc.000 O) V'�f SEPA DETERMINATION: ,P - SHORELINE REQUIRED?: N6 LOT AGGREGATION REQUIRED?: OTHER: Plan Review By: c\81a\pertnWPIANDAc.DOC m 1 PLANNING DATA NAME: I„J9Pn U-v9ieiS SITE ADDRESS: W, DATE: 1C-/26.12 ZONING: � � �� C��9 PLAN CHK#: 96 343 f PROJECT DESCRIPTION: 6nsk �F a Flo' C2ng4k USE(S) PROPOSED: Lc st,ALLOWED?:s ,,✓C�t C.- 97-130 LEGAL NONCONFORMING LAND U TERMINATION ISSUED (Y/N) CUP File: Ca - 9 -7-130 � ADB FILE #: 97- IZ9 . DATE WAIVED: PLANS MATCH APPROV : PARKING: NA Use: No. Spaces Required: X (floor area, # employees, etc.) = Use: No. Spaces Required: X (floor area, # employees, etc.) = Total Required: Actual Provided: � l W SETBACKS: �GDc - g.. v4o - � � �° * = f� a� 5 ,,�c W 1/0 Required Setbacks: 1,0- P°� !P n k7,.4 Front :' LeftSide: PO' Right Side: I& Rear: -l�=' ` (F uc rL 0003�-8� s Actual Setbacks: " Front: I ' 5" LeftSide: 41Y& Right Side: —12' Rear: 105 Street map checked for additional setback required? y-s,,.,,,,,,.,!jo .(,Yes/No) o- Mks MAXIMUM FLOOR AREA: NIO%A� Maximum Allowed: Actual: BUILDING HEIGHT: p'U �►� ��GkP Maximum Allowed: Actual Height: C41-�f= 4.5' Modulation Allowed?: Modulation Height: c+W. Datum Point: 6%w, as 1Ut4yo ff, Srh,_ cos (A,,.patum Elevation: 3 74.3 LSCAPING: 7Matches ADB approved: Bond: SUBDIVISION: &YA CRITICAL AREAS #: C4-9-7 -190 - L.&V a\tita\p=ilt^PLANDAe.DOC °tom ) SEPA DETERMINATION: VOL 12 jf o i9-7 SHORELINE REQUIRED?: N. LOT AGGREGATION REQUIRED?: Ald OTHER: Plan Review By: e:\f 1cs\pertnAoPLANDAc.DOC PLANNING DATA New Commercial / Mulffamily Projects SITE ADDRESS: ZONING: P -M 2-4 USE(S) PROPOSED: -c ALLOWED?: `�ts LEGAL NONCONFORMING LAND USE DETERMINA ON ISSUED (YO) CUP File:- CM -97-1-3,:, To Allow What Uses?: /Pl. ADB FILE #: "5- 98- r3v PARKING: Use: No. Spaces Required: . X (floor area, # employees, etc.) = Use: No. Spaces Required: X (floor area, # employees, etc.) = Use: No. Spaces Required: X (floor area, # employees, etc.) _ Use: No. Spaces Required: X (floor area, # employees, etc.) _ Total Required: Actual Provided: SETBACKS: N. Required Setbacks: Front: Left Side: Right Side: Rear: Actual Setbacks: Front: Left Side: Right Side: 'Rear: Street map checked for additional setback required? (Yes/No) MAXIMUM FLOOR AREA: n, 4-� Maximum Allowed: Actual: I:\li brary\^PlandatNewCommAoc BUILDING HEIGHT: Maximum Allowed: Actual Height: Modulation Allowed.?: Modulation Height: Datum Point: Datum Elevation: Elevator Penthouse > 3 feet over height limit? If so,VAR# z c LANDSCAPING: Mb a Matches ADB approved: Bid Provided? Bond Amount (100% bid): z F CRITICAL AREAS #: 9-7-0- 7-0 -z 06 SEPA DETERMINATION: ��nr c a SHORELINE REQUIRED?: A� m Continued ... I:\li brary\^PlandatNewCommAoc DATE: 41Z-3 PLAN CHKP °L —1 Z(. NAME OF BUILDING PERMIT APPLICANT: A 9'L% Axe, 7i a ,.,,""f PROJECT DESCRIPTION: P.7hw, re•��,, ADB FILE #: "9 -9t -13o OR DATE WAIVED: PLANS MATCH APPROVED PLAN: oti - ro� nom,- c•�- s s, SUBDIVISION: LOT AGGREGATION REQUIRED?: K REDUCED SITE PLAN (8.5X11) PROVIDED FOR STREET FILE? OTHER: -- W,; 4o.4 - exL,4r 3 ,< pa//1v-G, SanK a �., ar fw-trorc, "b P.tZ(iKa, ,GtwlNrw be c..,n �1 1 ISN Lvt �'�1.ti r A 4^GR Plan Review By: I:\I i brary\^Pl andatNewComm.doc ENT ,WITHIN AN FENCED C0MPOIN I J 89029'08"E 270.01 ' SETBACK LINE EXISTING WOOD PARCEL D 0 N --I EXISTING WATER TANK; 00 PROPERTY LINE -H S89°4 -'54"E 120.01' NC "-�'EL C a 50.00 8• . • 01 Qo X O W Lo U 0 PARCEL B cnL"AI c P - w� co ►n 000 z Ln� �ri o o 00 n w Q o- �� a o N � Q �I Ln -Ln oo o z o Qo X O W Lo U 0 PARCEL B cnL"AI 3ED B'—G" V GATE IN 1 G FENCE U / O AN i J�PMENT TO TIE INTO y94� POWER & TELCO AT REAM UTILITY RACK \ \ �r ED POWER AND TELCO TO RUN 'ROUND FROM PROPOSED NT TO EXISTING UTILITY RACK :D (2) AWS EQUIPMENT CABINETS FUTURE CABINETS ON '-4" CONCRETE SLAB ON GRADE 415 403 AWS 7'-0"x12'-0" LEASE AREA D AWS LMU—GPS/E911 (MfN. 10'-0" ABOVE GRADE) iE CLEAR VIEW OF SOUTHERN RE CEXISTING WATER TANK h 010 HI 9c" PAT. STING SHED CEXISTING GRASS AREA) APPROVED BY PLANNING M FILE NO. Critical Areas Checklist -- ---------------------------------------------------- -------- Site Information (soils/topography/hydrology/vegetation) 1. Site Address/ Location: %_ICDA:-�:Y; 2. Property Tax Account Number: 005 oldT 0.10." 3. Approximate Site Size (acres or square feet): 4. Is this site currently developed? K 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: ;Approx. Depth: 7. Site contains areas of seasonal standing water: Approx. Depth: What season(s) of the year? 8. Site is in the floodway_tAo_ floodplain of a water course. 9. Site contains 1 Sreek or an area where water flo s across the grounds surface? Flows are year-round? N Q Flows are seasonal? (What time of year? 10. Site is primarily: forested meadow ;shrubs mixed urban landscaped (lawn,shrubs etc) LM-4o64cli_'FCP 11. Obvious wetland is present on site: ... f4o For City Staff Use Only— (T75 1. Site. is Zoned? SCS mapped soil type(s)? 15 9, 3. Wetland inventory or C.A. map indicates wetland present .Pqsite? Critical Areas inventory* or C;A. map indicates Critical Area on sites 5. Site within designated earth subsidence landslide hazard area? Site designated on the Environ Environmentally Sensitive Areas Map?. bio ... .. , DETERMINATION �-1- i590 w City of Edmonds CRITICAL AREAS CHECKLIST —"W,W The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit 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 subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil..surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map along with the signed copy of this .form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g., site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner/Applicant: _iceTY Ems us Name 121 �',d vI- N Street Address City State Zip Telephone Signature Date c: reception\j analcac1. doc App licant Representative: W 10CLE S Name 6UM- 156M-01 H 67 ..730 11,0 A vE H E -amu a Street Address City State Zip A'I 4 . e-� 475 0 Telephone Signature Date (over) r In c (),9 J CITY OF ED1 ONDS BARBARA FAHEY 121 5TH AVENUE NORTH EDMONDS, WA 98020 • (425) 771-0220 •FAX (425) 771-0221 MAYOR COMMUNITY SERVICES DEPARTMENT Public Works • Planning/ Building • Parks and Recreation • Engineering • Wastewater Treatment Plant October 7, 1997 Scott Steiding Western Wireless 330 120 Avenue N.E #110 Bellevue, WA 98005 Subject: Determination regarding Critical Areas Checklist # 97-190 Dear Applicant: Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City is located on the reverse side of the form (bottom of page). It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records. IMPORTANT INFORMATION. TO: BE NOTED: PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIST OR CRITICAL AREAS STUDY. The `DETERMINATION' for the Critical Areas Checklist you submitted is a site-specific determination not a project -specific determination. 4111111111111111111110- You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED. Permit applications include the following: cc: City of Edmonds Enc: Determination *Architectural Design Board C:Reception\Jana\CRLTR.doc Building Permits Conditional Use Permits Subdivisions Variances Applications to the ADB* Land Use Applications Any other development permit applications. Thank you. Diane Cunningham Planning Secretary 0 Incorporated August 11, 1890 Sister Cities International — Hekinan, Japan � V f OEOTECH CONSULTANTS, INC. S' [ Bruce Goodnight 2309 North 56th Street Seattle, Washington 98103 Subject: -Review of Foundation Design Proposed Apartments 8507 and 8509 Bowdoin Way Edmonds, Washington Dear Mr. Goodnight APR -1 2004 PERMIT COUNTER 13256 Northeast 20th Street, Suite 16 Bellevue, Washington. 98005 (425) 747-5618 FAX (425) 747-8561 March 9, 2004 JN 03488 We have completed a specific review of the bearing capacity and coefficient of friction utilized in the foundation design for the proposed buildings at 8507 and 8509 Bowdoin Way in Edmonds. One set of plans was reviewed for each building and each set included Sheets 1 through 10. The Lehren Company Incorporated prepared these plans, which are dated December 17, 2003 (Building B (4 -Unit)) and October 5, 2003 (South Building). We completed a geotechnical assessment of the bearing capacity at this site on December 18, 2003. The project plans indicate that an allowable bearing capacity of 2,000 psf was utilized to design the foundations and since this is less than the 3,000 psf offered in our letter, the proposed value is acceptable. We understand that the 0.35 coefficient of friction utilized in the design is an ultimate value, and is therefore acceptable. We acknowledge appointment as Special Inspector for the bearing capacity for the proposed structures, and by copy of this letter, request that we be kept informed of the progress of construction so we are able to make the necessary observations, as required by the City of Edmonds, in a timely manner. Please contact us if we can be of further service. Respectfully submitted, GEOTECH CONSULTANTS, INC. JHS: esn I .-1 Strange, Jr., P.E. Geotechnical Project Manager i GEOTECH CONSULTANTS, INC. Bruce Goodnight 2309 North 56th Street Seattle, Washington 98103 Subject: Review of Foundation Design Proposed Apartments 8507 and 8509 Bowdoin Way Edmonds, Washington Dear Mr. Goodnight 13256 Northeast 20th Street, Suite 16 Bellevue, Washington 98005 (425) 747-5618 FAX (425) 747-8561 March 9, 2004 JN 03488 We have completed a specific review of the bearing capacity and coefficient of friction utilized in the foundation design for the proposed buildings at 8507 and 8509 Bowdoin Way in Edmonds. One set of plans was reviewed for each building and each set included Sheets 1 through 10. The Lehren Company Incorporated prepared these plans, which are dated December 17, 2003 (Building B (4 -Unit)) and October 5, 2003 (South Building). We completed a geotechnical assessment of the bearing capacity at this site on December 18, 2003. The project plans indicate that an allowable bearing capacity of 2,000 psf was utilized to design the foundations and since this is less than the 3,000 psf offered in our letter, the proposed value is acceptable. We understand that the 0.35 coefficient of friction utilized in the design is an ultimate value, and is therefore acceptable. We acknowledge appointment as Special Inspector for the bearing capacity for the proposed structures, and by copy of this letter, request that we be kept informed of the progress of construction so we are able to make the necessary observations, as required by the City of Edmonds, in a timely manner. Please contact us if we can be of further service. Respectfully submitted, JHS: esn GEOTECH CONSULTANTS, INC. '2 .i. Strange, Jr., P.E. Geotechnical Project Manager P % 13256 Northeast 20th SS 16OEOTECH Bellevue, Washington 98005 CONSULTANTS, INC. (425) 747-5618 FAX (425)1747-8561 March 8, 2004 JN 03488 Bruce Goodnight 2309 North 56th Street Seattle, Washington 98103 Subject: Drainage Comments Proposed Apartments 8507 and 8509 Bowdoin Way Edmonds, Washington Dear Mr. Goodnight In reviewing the bearing capacity concerns on the supplied plans, we noted that the crawlspaces shown are un -backfilled and left at the elevation of the base of the footings. We would not recommend this as it could lead to a wet condition in the crawlspace. We recommend that the soil be brought to a grade that is at least 1 foot above the level of the exterior foundation drains, and that knockouts through the foundations and washed rock (and perforated drain pipes) be placed such that any groundwater located in the crawlspace can escape the crawlspace without collecting. We could help you develop an appropriate plan during our visits to the site during construction. We also recommend that a footing drain be placed behind the crawlspace wall between the garage and the crawlspace if the finished crawlspace grade will be lower than the garage slab. Please contact us if we can be of further service. Respectfully submitted, GEOTECH CONSULTANTS, INC. James H. Strange, Jr., P.E. Geotechnical Project Manager JHS: esn ar. sv• rvvv iG• s . �GJ •'+� JJJi OEOTECH CONSULTANTS, INC. 5-! HkET FILE Bruce. Goodnight 2309 North 56th Street Seattle, Washington 981.03 Subject: Bearing Capacity Concerns Proposed Apartments 8505 Bowdoin Way Edmonds, Washington Dear Mr. Goodnight ------ I I rCIA Ut_ 171 13256 Northeast 20th Street, Suite 16 R E C E I V E~ DBellevue, Washington 98005 (425) 747-5618 FAX (425) 747-8561 DEC 19 2003 PERMIT COUNTER December 18, 2003 JN 03488 via facsimile: (206) 517-4961 On December 8, 2003, the undersigned senior geotechnical engineer visited the site of your proposed apartment development at 8505 Bowdoin Way in Edmonds. The purpose of this visit was to observe the existing site conditions, to observe the excavation of several test pits, and to develop opinions regarding the support of proposed apartment building footings. Consideration of other aspects of the construction was not within our defined scope of services. The recommendations and conclusions presented in this report are professional opinions based on the observations made during our site visit and on previous experience. We did not review any pians for the proposed development, but through discussions with you, we understand that three new buildings will be constructed on the subject site, and thatthey will feature framed floors over crawlspaces with finished floor heights very near the existing site grades. SITE CONDITIONS The site was previously developed with three on -grade buildings, two. of which had been demolished. The site grades generally slope gently to the east. No steep slopes exist on the site. During our visit to the site, we observed the excavation of three test pits with your trackhoe. In general, the test pits revealed 0 to 5 feet of loose to medium -dense silty sand fill overlying loose to medium -dense, brown, silty sand with occasional gravel. Underlying this layer of weathered native soils at depths between 3 and 8 feet below the existing site grade, we encountered dense, gravelly, silty sand that is commonly referred to as glacial till. For a more detailed description of the conditions observed in the test pits, the test pit logs are attached to this letter. The final logs represent our interpretations of the field logs. The stratifications indicated on the logs represent the approximate boundaries between soil types at the exploration locations. The actual transition between soil types may be gradual, and subsurface conditions can vary between exploration locations. The logs provide specific subsurface information only at the locations tested. The relative densities and moisture descriptions indicated on the test pit logs are interpretive descriptions based on the conditions observed during excavation. CONCLUSIONS AND RECOMMENDATIONS Our explorations at the site found dense, glacial till underlying 3 feet to 8 feet of loose to medium - dense soils. We recommend that all new foundations be excavated to bear on undisturbed, dense, 14-1 LOf Lvu.j 1c. 1 r a4Jr4IUZ101 l7tlJl tt M r" 40t b1 Bruce Goodnight JN 03488 December 18, 2003 Page 2 native glacial till. We recommend that continuous and individual spread footings have minimum widths of 16 and 24 inches, respectively. Footings should also be bottomed at least 18 inches below the lowest adjacent finish ground surface. The local building codes should be reviewed to determine if different footing widths or embedment depths are required. Footing subgrades must be cleaned of loose or disturbed soil prior to pouring concrete. Depending upon site and equipment constraints, this may require removing the disturbed soil by hand. An allowable bearing pressure of 3,000 pounds per square foot (psf) is appropriate for footings supported as described above. A one-third increase in this design bearing pressure may be used when considering short-term wind or seismic loads. For the above design criteria, it is anticipated that the total post -construction settlement of footings founded on competent, native soil, will be about one-half.inch, with differential settlements on the order of one-half inch in.a distance of 50 feet along a continuous footing with a uniform load. _ Lateral loads due to wind or seismic forces may be resisted by friction between the foundation and the bearing soil. We recommend using an allowable coefficient of friction equal to 0.30 for the foundation's resistance to lateral loading. A representative of Geotech Consultants, Inc. should observe the footing excavations during construction to verify that suitable soil is exposed. LIMITATIONS The conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our site visit. If the subsurface conditions encountered during construction: are significantly different from those anticipated, we should be advised at once so that we. can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. This report has been prepared for the exclusive use of Bruce Goodnight and his representatives for specific application to this project and site. Our recommendations and conclusions arebased on the site materials observed and on previous experience with sites that have similar observed conditions. The conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the limited scope of our services. NA warranty is expressed or implied. We trust that this report meets your immediate needs for the proposed development. Please contact us if we can be of further service. Attachment - Test Pit Logs li�$01-3 1 : o ;ri Respectfully submitted, GEOTECH CONSULTANTS, INC. .131401.0-S James H. Strange, Jr., P.E_ Geotechnical Project Manager JHS; esm w Test Pit Logs Proposed apartments 8505 Bowdoin Way Edmonds, Washington Test Pit 1 (Northeast corner or site) Depth (feet) Observations 0.0-5.0 5.0-6.0 6.0-8.0 8.0-8.5 -7-f'1�7L V.7 aDecember 18, 2003 A 03488 Brown/gray silty SAND with gravel, moist, loose to medium -dense. (Fill) [SM] Dark brown, silty sand, with organics and roots, very moist, loose. (Remnant Topsoil) Reddish -brown, silty SAND, moist to very moist, loose. (Weathered Till) [SM] - becomes tan, medium -dense to dense at 7 feet Gray gravelly, silty SAND, fine- to medium -grained, moist, dense. (Glacial Till) [SM] Test Pit terminated at 8.5 feet on 1218/2003. No caving. No groundwater. Test Pit 2 (Central portion of northern edge of site) Depth (feet) Observations 0.0-1.5 1.5-4.5 4.5-6.0 Gray silty SAND, moist, medium -dense to dense. (Fill) [SM) Reddish -brown, silty SAND, moist to very moist, medium -dense. (Weathered Till) [SMI Gray, silty SAND, fine- to medium -grained, moist, dense. (Glacial Till) ISM] Test Pit terminated at 5 feet on 12/812003. No caving. No groundwater. Test Pit 3 (Central portion of southern building area) Depth (feet) Observations 2 inches of asphalt over thin crushed rock over. 0.5-3.0 Reddish -brown, , silty SAND, very moist, loose to medium dense. (Weathered Till) ISM] 3.0-4.0 Gray, silty SAND, fine- to medium -grained, with gravel, moist, dense. (Glacial Till) ISM] Test Pit terminated at 4.0 feet on 1218/2003. No caving. No groundwater. ti "T Engineering, Inc. 800 Maynard Avenue South, Suite 403 Seattle, Washington 98134 April 1, 1998 ADaPT Job No. WA98-989 Western Wireless Corporation 3650 - 131' Avenue Southeast, Suite 400 Bellevue, Washington 98008 Attention: Mr. Nathan Pierce Subject: Geotechnical Engineering Evaluation Five Corners -Fire Station WW PCS SE -1626B 8505 Bowdoin Way Edmonds, Washington Dear Mr. Pierce: Tel (206) 654-7045 Fax (206) 654-7048 OCT 7 1998 BUILDING DEPT Pursuant to your request, ADaPT Engineering, Inc. (ADaPT) is pleased to submit this report describing our recent geotechnical engineering evaluation for the above -referenced site. The purpose of this study was to interpret general surface and subsurface site conditions, from which we could evaluate the feasibility of the project and formulate design recommendations concerning site preparation, equipment pad and tower foundations, structural fill, and other considerations. Our scope of services consisted of a surface reconnaissance, a subsurface exploration, geotechnical analyses, and report preparation. Verbal authorization to proceed with our study was given by Mr. Nathan Pierce of Western Wireless Corp. on March 20, 1998. This report has been prepared for the exclusive use of Western Wireless Corporation, and their agents, for specific application to this project in accordance with generally accepted geotechnical engineering practice. We are in the process of completing an environmental site assessment study for this site and the findings will be reported under separate cover. • 0 • WaPT Engineering, Inc. Western Wireless Corporation ADaPT Job No, WA98-989 April 1, 1998 Page 2 This report is provided for the information of the client only. Reproduction and transmittal of this report, or any section of this report, to a third party, by any means, except in full, without the written permission of ADaPT Engineering, Inc. is prohibited. We appreciate the opportunity to be of service to you. If you have any questions, or if we can be of further assistance to you, please contact us at (206) 654-7045. ADaPT Engineering, Inc. Respectfully submitted, fl K. w, P. Senior Geotechnical Engineer 4&"e- �JZ" W Kurt W. Groesch, P.E. Senior Geotechnical Engineer Senior Reviewer KVUaee X>CP/vP,s G• i r- 1 g Attachments: Figure 1 Vicinity Map Figure 2 Site and Exploration Plan Appendix A Boring Log 0 • WESTERN WIRELESS CORPORATION Geotechnical Engineering Evaluation Five Corners -Fire Station WW PCS SE -1626B Edmonds, Washington April 1998 00 Is OaPT Engineering, Inc. Western Wireless Corporation ADaPT Job No, WA98-989 April 1, 1998 Page 1 PROJECT DESCRIPTION The host parcel is located on 8505 Bowdoin Way in Edmonds, Washington. The project site and surrounding area are shown on the attached site vicinity map (Figure 1). It is our understanding that current development plans call for construction of a 130 -foot tall monopole (North American Pole) and associated equipment building or cabinets. The attached Site and Exploration Plan (Figure 2) shows the approximate location of the proposed cellular tower lease area in relation to other site features. It should be emphasized that the conclusions and recommendations contained in this report are based on our understanding of the currently proposed utilization of the project site, as derived from written information supplied to us by Western Wireless Corporation. Consequently, if any changes are made to the project, we recommend that we review the changes and modify our recommendations, if appropriate, to reflect those changes. EXPLORATORY METHODS We explored surface and subsurface conditions at the project site on March 26, 1998. Our surface exploration consisted of a visual site reconnaissance. Our subsurface exploration consisted of advancing one soil test boring to a depth of approximately 30 feet below the existing site grade. The location of the boring, designated as B-1, is shown on the attached Site and Exploration Plan (Figure 2). The specific location and depth of the exploration performed was selected in relation to the proposed site features, under the constraints of budget and site access. The location of the boring and other features shown on Figure 2 were obtained by hand -taping from existing site features. As such, the exploration location shown on Figure 2 should be considered accurate to the degree implied by the measuring methods used. Boring Methods Boring B-1 was advanced on March 26, 1998 using a truck mounted hollow -stem auger drill rig. The drill rig was operated by an independent company working under subcontract to ADaPT. A geotechnical engineer from our firm continuously observed the boring, obtained representative soil samples, and logged the subsurface conditions. After the boring was completed, the borehole was backfilled with a mixture of soil cuttings and bentonite chips. During drilling, soil samples were obtained on 5 foot depth intervals using the Standard Penetration Test (SPT) procedure (ASTM:D 1586). This test and sampling method consists of driving a standard 2 -inch go- 0 &aPT Engineering, Inc. Western Wireless Corporation ADaPT Job No, WA98-989 April 1, 1998 Page 2 outside diameter (OD) split -barrel sampler a distance of 18 inches into the soil with a 140 -pound hammer, free -falling a distance of 30 inches. The number of blows required to drive the sampler through each of the three, 6 -inch intervals is noted. The total number of blows struck during the final 12 inches of penetration is considered the Standard Penetration Resistance, or "blow count". If 50 or more blows are struck within one 6 -inch interval, the driving is ceased and the blow count is recorded as 50 blows for the actual number of inches of penetration. The resulting Standard Penetration Resistance values provide a measure of the relative density of granular soils or the relative consistency of cohesive soils. The boring log appended to this report describes the various types of soils encountered in the boring, based primarily on visual interpretations made in the.Eeld. The log also indicates the approximate depth of the contacts between different soil types, although these contacts may be gradational or undulating. Where a change in soil type occurred between sampling intervals, we inferred the depth of contact. In addition, the log indicates the depth of any groundwater observed in the boring, the Standard Penetration Resistance at each sample location, and any laboratory tests performed on the soil samples. SITE CONDITIONS The following sections describe our observations, measurements, and interpretations concerning surface, soil, groundwater, and seismic conditions at the project site. Surface Conditions The host parcel is located at 8505 Bowdoin Way in Edmonds, Washington (Figures 1 and 2). The City of Edmonds Fire Department No. 2 and two large water tanks currently occupy the host parcel. The proposed lease site is located on the north central portion of the site and northeast to the north water tank. The proposed tower lease area encompasses an area of approximately 25 feet by 25 feet surrounding the proposed tower location (Figure 2). Three existing buildings are situated east of the proposed tower location with a large asphalt paved driveway/parking area in between. According to information provided to ADaPT by Western Wireless Corporation, the elevation of the proposed tower lease site is approximately 440 feet above the mean sea level. At the proposed tower location, there are a few evergreen trees and low shrubs. The test boring was drilled in the grassy area a few feet off the west edge of the asphalt pavement. Subsurface Conditions On March 26, 1998 an exploratory test boring was drilled to a depth of approximately 30 feet below the existing ground surface. The location of the boring, designated as B-1, is shown on Figure 2. Surficial soils encountered at the boring location consisted of 6 inches clayey topsoil overlying 5.5 feet of brown, +. 1* &aPT Engineering, Inc. Western Wireless Corporation ADaPT Job No, WA98-989 April 1, 1998 Page 3 damp, medium dense to dense, silty gravelly sand, interpreted to be fill soils. Native soils below the fill soils consisted of tan, damp, very dense, silty sand with some gravel interpreted to be unweathered glacial till that extended to the full depth explored (up to approximately 30 feet below ground surface (bgs)). The materials below the 6 -foot depth are very dense and interpreted to have been glacially overridden. These soils have been compressed by the weight of thousands of feet of glacial ice and are considered to be relatively incompressible. Soil samples obtained below the 23 -foot depth intervals became moist; however, no groundwater was encountered at the completion of the test drilling. It should be recognized that groundwater levels could fluctuate due to factors such as seasonal changes, precipitation or future site utilization. Seismic Conditions According to the Seismic Zone Map of the United States contained in the 1994 Uniform Building Code, the project site lies within Seismic Risk Zone 3. Based on our analysis of on-site explorations, we interpret the subsurface site conditions to correspond to a seismic soil profile type S-2, as defined by Table 16-J of the 1994 Uniform Building Code. Soil Profile type S-2 applies to a profile consisting of predominantly medium -dense to dense, or medium -stiff to stiff soil conditions. CONCLUSIONS AND RECOMMENDATIONS Current development plans call for construction of a 130 -foot tall monopole (North American Pole) and associated equipment building or cabinets. Based on the subsurface conditions encountered in our boring, we recommend that the proposed tower be supported on a drilled pier foundation. Design criteria for compressive, uplift and lateral support of drilled pier foundations are presented below. Normally, a conventional mat foundation could also be used to support a tower of this type. However, we understand that Western Wireless prefers to utilize drilled piers for tower foundation as a construction expedient. We should be contacted to provide foundation design recommendations for a mat foundation, if desired, for this site. Our specific recommendations concerning site preparation, equipment pad foundations, tower foundations, and structural fill are presented in the following sections: Site Preparation Site preparation will involve essentially stripping, grading, and preparing subgrades. The following comments and recommendations apply to this site preparation: 00 _ 0 *DaPT Engineering, Inc. Western Wireless Corporation AMPT Job No, WA98-989 April 1, 1998 Page 4 Clearing and Grubbing: We do not anticipate that significant grade changes will be required to achieve proposed site grades. At this location, site preparation will largely consist of removal of surficial vegetation and stripping of clayey topsoil, followed by foundation preparation for the monopole cellular tower and equipment building. Several trees and shrubs are present in the lease area. In the event that selective tree removal is required to accommodate the construction of the tower, clearing and grubbing would be required to removal stumps and large roots. Backfill materials, if required, should be placed and compacted according to the recommendations presented in the Structural Fill section of this report. Wet Conditions: Because of the medium dense and elevated silt contents, the existing site soils at shallow depths are moisture -sensitive and prone to disturbance when wet. The contractor should minimize traffic above the prepared subgrade areas to minimize disturbance and softening which would require removal of the unstable soils. During wet conditions, the use of a working surface of quarry spalls or clean sand and gravel may be required to protect the subgrade, especially from vehicular traffic. Frozen Sub rg ades: If earthwork takes place during freezing conditions, we recommend that all exposed subgrades be allowed to thaw and be recompacted prior to placing subsequent lifts of structural fill. Equipment Building or Cabinets Foundation It is our understanding that the foundation for the proposed equipment building or cabinets will consist of a poured in place concrete slab -on -grade with thickened edges. We anticipate that the pad bearing pressure will be relatively light. However, we recommend that the thickened slab edges be designed as spread footings. The following recommendations and comments are provided for purposes of footing design and construction: Subgrade Conditions: The proposed equipment pad may be supported by thickened slab edges extended to bear on the existing site soils encountered at depths below 1.5 feet at the location of boring B-1, after they have been compacted in place resulting in a firm and unyielding subgrade condition, or upon structural fill placed above similarly prepared native soils. Some overexcavation may be necessary if soft subgrades were to be encountered at the foundation design grade levels. Footings should never be cast atop soft, loose, organic, or frozen soils; nor atop subgrades covered by standing water. A representative from ADaPT should be retained to observe the condition of footing subgrades before concrete is poured to verify that they have been adequately prepared. Footing Dimensions: We recommend that the thickened edge of the slab be designed as a spread footing and be constructed to have a minimum width of 12 inches. Because the near surface soils are silty, the footings should penetrate at least 18 inches below the lowest adjacent exterior grades for frost protection. Footings may be supported on structural fill placed on prepared native soil subgrade. The horizontal .o . 0 &aPT Engineering, Inc. Western Wireless Corporation ADaPT Job No, WA98-989 April 1, 1998 Page 5 limits of the fill pad below the building foundation may be established by extending a line outwards from the base of the thickened slab at an angle of 1 Horizontal : 1 Vertical (1 H:1 V) down to the upper surface of the bearing horizon. Bearing Pressures: At the location of boring B-1, the near surface topsoil should be stripped, and the resulting subgrade excavated to a depth of at least 18 inches below the lowest adjacent grade, and compacted in place resulting in a firm and unyielding subgrade condition. A maximum allowable soil bearing pressure of 1,800 pounds per -square -foot can be used for static footing loads. This bearing pressure can be increased by one-third to accommodate transient wind or seismic loads. An allowable base friction coefficient of 0.40 and an allowable passive earth pressure of 300 pounds per cubic foot (pcf), expressed as an equivalent fluid unit weight, may be used for that portion of the foundation embedded more than 1 foot below finished exterior subgrade elevation. Settlements: We estimate that total post -construction settlements of properly designed footings bearing on properly prepared subgrades could approach 1 -inch, with differential settlements approaching one-half of the total. Tower Drilled Pier Foundations Based upon the subsurface soil and groundwater conditions disclosed by our test boring, we recommend that the tower be supported on a drilled pier foundation. The following recommendations and comments are provided for purposes of drilled pier design and construction: Compressive Capacities: We recommend that the drilled pier penetrate at least 15 feet below the ground surface at the location of boring B-1. For vertical compressive soil bearing capacity, we recommend using the unit end bearing capacity presented in Table 1 below. The allowable end bearing capacity, presented in Table 1, includes a safety factor of 1.5 or more. We anticipate that adequate pier embedment for end bearing; uplift and lateral resistance can generally be obtained within the limits of our exploration of 30 feet. &aPT Engineering, Inc. Western Wireless Corporation ADaPT Job No, WA98-989 April 1, 1998 Page 6 Table 1 Allowable End Bearing Capacity 'Depth(feet) ;':Allowable:Bearing Capacity,' sf ' Limiting Point Re§istarice 15-30 6.5 DB •35 TSF Notes: D = the embedment depth (in feet) into the bearing layer. B = pier diameter (feet). Frictional Capacities: For frictional resistance of the drilled piers, acting both downward and in uplift, we recommend using the allowable skin friction value listed in Table 2. We recommend that frictional resistance be neglected in the uppermost 2 feet below the ground surface. The allowable skin friction value presented includes a safety factor of 1.5. Lateral Capacities: For design against lateral forces acting against the drilled pier, two methods are typically used. The parameter used to select the appropriate design method is the length to pier stiffness ratio UT, where L is the pier length in inches, and T is the relative stiffness factor. The relative stiffness factor (T) should be computed by: o.z T=(EI — nh where E = modulus of elasticity (psi) I = moment of inertia (in') nh = constant of horizontal subgrade reaction (pci) •• . 0 ODaPT Engineering, Inc. Western Wireless Corporation ADaPT Job No, WA98-989 April 1, 1998 Page 7 The factors E and I are governed by the internal material strength characteristics of the pier. A representative value of nh for the soil type encountered at this site is presented. Piers with a L/T ratio of less than 2 may be assumed to be relatively rigid and acting as a pole. The passive pressure approach may be used for this condition. For piers with a L/T ratio greater than 2, the modulus of subgrade reaction method is typically used. Both of these methods are discussed below: Passive Pressure Method: The passive pressure approach is conservative by neglecting the redistribution of vertical stresses and shear forces that develop near the bottom of the pier and contribute to resisting lateral loads. We recommend using the allowable passive earth pressure (expressed as equivalent fluid unit weights) listed in Table 3. The allowable passive earth pressure presented in Table 3 may be assumed to be acting over an area measuring 2 pier diameters in width by 8 pier diameters in depth, neglecting the uppermost 2 feet of embedment below the ground surface. According to the NAVFAC Design Manual 7.2, a lateral deflection equal to about 0.01 times the pier length would be required to mobilize the allowable passive pressure presented above. Higher deflections would mobilize higher passive pressures. When developing the allowable passive pressure listed in Table 3, we have incorporated a safety factor of at least 1.5, which is commonly applied to transient or seismic loading conditions. Modulus of Subgrade Reaction Method: Using this method, the pier is designed to resist lateral loads based on acceptable lateral deflection limits. For sandy soils, the coefficient of horizontal subgrade reaction (kh) is considered to be directly proportional to the depth along the pier. The formula to determine kh is kh = nhx, where x is the depth below the ground surface in inches. We recommend using the value for the constant ofhorizontal subgrade reaction (nh) for the various soil types presented in Table 4 below. •• . 0 &aPT Engineering, Inc. Western Wireless Corporation ADaPT Job No, WA98-989 April 1, 1998 Page 8 Table 4 Constant of Horizontal Subgrade Reaction (nh) Depth (feet) nh (pci) 0-2 0 2-6 30 6-30 70 Construction Considerations: At this site, the overburden silty gravelly sand fill soils are medium dense to dense in consistency. The underlying native glacial till soils is dense to very dense as well. In our opinion, caving and sloughing of the drilled pier shaft sidewalls are not expected to be a problem during construction. However, some raveling of the drilled pier shaft sidewalls can be expected. Therefore, the foundation drilling contractor should be prepared to case the excavation to prevent raveling of the pier shaft sidewalls. Depending on the season of construction, dewatering of the drilled shaft may or may not be required. The drilling contractor should be prepared to clean out the bottom of the pier excavation if loose soil is observed or suspected, with or without the presence of groundwater. As a minimum, we recommend that the drilling contractor have a cleanout bucket on site to remove loose soils and/or mud from the bottom of the pier. If groundwater is present within the pier hole, we recommend that the foundation concrete be tremied from the bottom of the hole to displace the water and minimize the risk of contaminating the concrete mix. The Drilled Shaft Manual published by the Federal Highway Administration recommends that concrete be placed by tremie methods if more than 3 inches of water has accumulated in the excavation. Structural Fill The following comments, recommendations, and conclusions regarding structural fill are provided for design and construction purposes: Materials: Structural fill includes any fill materials placed under footings, pavements, driveways, and other such structures. Typical materials used for structural fill include: clean, well -graded sand and gravel (pit -run); clean sand; crushed rock; controlled -density fill (CDF); lean -mix concrete; and various soil mixtures of silt, sand, and gravel. Recycled concrete, asphalt, and glass, derived from pulverized parent materials may also be used as structural fill. 00- • &aPT Engineering, Inc. Western Wireless Corporation ADaPT Job No, WA98-989 April 1, 1998 Page 9 Placement and Compaction: Generally, CDF, and lean -mix concrete do not require special placement and compaction procedures. In contrast, pit -run, sand, crushed rock, soil mixtures, and recycled materials should be placed in horizontal lifts not exceeding 8 inches in loose thickness, and each lift should be thoroughly compacted with a mechanical compactor. Using the modified Proctor maximum dry density (ASTM:D-1557) as a standard, we recommend that structural fill used for various on-site applications be compacted to the following minimum densities: Fill Application Minimum Compaction Slab/Footing subgrade 90 percent Gravel drive subgrade (upper 1 foot) 95 percent Gravel drive subgrade (below 1 foot) 90 percent Subgrades and Testing: Regardless of location or material, all structural fill should be placed over firm, unyielding subgrade soils. We recommend that a representative from ADaPT be retained to observe the condition of subgrade soils before fill placement begins, and to perform a series of in-place density tests during soil fill placement. In this way, the adequacy of soil compaction efforts may be evaluated as earthwork progresses. Fill Content: Soils used for structural fill should not contain individual particles greater than about 6 inches in diameter and should be free of organics, debris, and other deleterious materials. Given these prerequisites, the suitability of soils used for structural fill depends primarily on the grain -size distribution and moisture content of the soils when they are placed. When the "fines" content (that soil fraction passing the U.S. No. 200 Sieve) increases, soils become more sensitive to small changes in moisture content. Soils containing more than about 5 percent fines (by weight) cannot be consistently compacted to a firm, unyielding condition when the moisture content is more than about 2 percentage points above optimum. The use of "clean" soil is necessary for fill placement during wet -weather site work. Clean soils are defined as granular soils that have a fines content of less than 5 percent (by weight) based on the soil fraction passing the U.S. No.3/4-inch Sieve. S 1s_ The conclusions and recommendations presented in this report are based, in part, on the explorations that we performed for this study. If variations in subsurface conditions are discovered during earthwork, we may need to modify this report. Because the future performance and integrity of the tower foundations will depend largely on proper initial site preparation, drainage, and construction procedures, monitoring by experienced geotechnical personnel should be considered an integral part of the construction process. 0• Western Wireless Corporation ADAPT Job No, WA98-989 April 1, 1998 Page 10 * ObaPT Engineering, Inc. We are available to provide geotechnical engineering services during the earthwork and foundation construction phases of the project. If variations in the subgrade conditions are observed at that time, we would be able to provide additional geotechnical recommendations, thus minimizing delays as the project develops. We are also available to review preliminary plans and specifications before construction begins, and to provide geotechnical inspection and testing services during construction. ------ ------ p I 1! /1 p EXISTING WATER TANK i I I Q/ TEMPORARY BUILDING - D --CATCH BASIN (TYPICAL) 00 \N 0 O4/ E4,W �� 4 a ri► NOT TO SCALE ADaPT Engineering, Inc. FIGURE 2 - Site Plan Location : WW PCS SE -16268 800 Maynard Avenue S., Suite 403 8505 Bowdoin Way Seattle, Washington 98134 Edmonds, Washington 98020 Ph : 206.654.7045 Fox : 206.654.7048 Client : Western Wireless Date 4/2/98 Job * :S—WA-98-989 0• APPENDIX A BORING LOG iODaPT Engineering, Inc. BORING LOG* �� > ASHj � ON 98 34 SEATTLE, TEL: 206.654.7045 FAX: 206.654.7048 PROJECT: Western Wireless Job Number: S-WA-98-989 Boring No.: B-11 8505 Bowdoin Way Edmonds, Washington 98020 WW PCS SE-1626B Go- WON: WA MM Carp, . : WA Dunne aataa Mown: WA aft Brown: WA AS-BUILT DESIGN TESTM II Grass and weed surface. 0 Several inches of topsoil over - Fill - tan/brown, damp, medium dense to dense, silty sand, some gravels. ---------------- Tan, damp, very dense, silty sand, some gravels. (Glacial Till). No groundwater encountered. Boring terminated at 30.0'. S-1 S-2 S-3 S-4 S-5 S4 14 18 34 MT 42 MW sops' 505• 5a4• 5 .10- .15- 20- 25 30 LEGEND rmm a 0.80"Poon Samos V emo Wim. u" at a+rw 1. ndh a.oprob. DATE Xs.moft na wooY..a V smlo Wim. t.arl DATE f �� ao�o kTs'd"o Page 1 of 1 uniting start uate : arldb a uniting uompietion uate : jrZoiaa 1-099e0 oy : Mv." *I TEMPORARY - BUILDING I el TATION UILDING STATION BUILDING I I I ❑ I J NOT TO SCALE ADaPT Engineering, Inc. FIGURE 4 - Site Plan Location : WW PCS SE -16268 800 Maynard Avenue S., Suite 403 8505 Bowdoin Way Seattle, Washington 98134 Edmonds, Washington 98020 Ph : 206.654.7045 Fox : 206.654.7048 Client : Western Wireless Date : 4/8/98 Job # :S -WA -98-989-1 STREET FILE 110 R ;o W !tai H 10 t7 lw iH E=J r ;z m 1c) 4 ;C � o 9 I -A r H d � O � z VJ r z STREET FILE 110 R ;o W !tai H 10 t7 lw iH E=J r ;z m 1c) 4 ;C � o F, 9 Z r Q d � O � d z 0 O to l� b F, d � O AIA CIT_'--O-F-kD NDS 890-19" N Address of Construction: �v ? Property Legal Description.(Include all easements): - ©3 -o SIA DEPT PU 11. bt�� SIDE SEWER PERMIT@ LJ PERMIT J\90 u 6 7 8 Owner and/or Contractor: L-- State License No. Building Permit No. X) O'1' ❑ Single Family ❑ Multi -Family (No. of Units ) ❑ Commercial Xpublic certify that I have read and shall co.mpl with as indicated on the back of the Permit Card., TNIENT FLAN -I Invasion into City Right -of -Way: [9 No ❑ Yes RW Construction Permit No. Cross other Private Property: M(No ❑ Yes Attach legal description and copy of recorded easement ity requirbments Date * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION * p OFFICE USE ONLY * FOR INSPECTION CALL 771 -,.PUBLIC ORKS DEPT. Permit Fee: 14- L F_ Issued By Trunk Charge: .-Date Issued: 7 Assessment Fee: X i �/S� Receipt No.: Lid No.: Partial Inspection: Date-Initial- Comments ate InitialComments Reason Rejected: Date-Initial- Final ate Initial Final Inspection Approved: DateL_J)_Initial LZ_V._ -'-' ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: File Green Copy\ spector Bull Copy: Applicant Revised 3.190 ZE Q w P4 0 4 /F--7 J Y 4 J� I � A w u„ A O a z 7 �G J Ilk o co rl LU cr LO r- 0 a - •i cy z° U 0 4 /F--7 J Y 4 J� I � A w u„ A O a z 7 �G J Ilk o co rl LU cr LO r- 0 a +` f�V'�Li/�lS� MAY 2 1 2007 c ' " DEVELOPMENT -SERVICE Greg Waddle 8509 Bowdion Way #7 Edmonds, WA 98026 425.248.0233 gregwmx@comcast.net vc,�� 11U�v May 1S, 2007 �-� $507 .:f 50 1 _b ftOdO(. ) W1Uj Development Services Altto" Vv City of Edmonds j Call�d.,cusf Svc,. and. m,-] (000 121 - 51' AVE COYu LL4kQ IPt�W�TeC�� + (PH-d(Ct,FUL) Edmonds, WA 98020 11�(-0 1'��OLi"-EQo rah 6,k- uig4, (Ob To Whom It May Concern, I live close to the cell tower, which is near the water storage tanks on Bowdoin Way. The tower is not exactly attractive to the eye, but it was there before I purchased a nearby townhouse. Within the last year, since I began living here, new equipment has been added to the top and at the bottom of the tower. Spring weather now invites me to open bedroom windows at night, which has brought to light an unexpected addition to the neighborhood—noise. It seems whatever equipment was added to the tower produces noise of changing volume and pitches that is highly noticeable, especially at night. Besides wondering how I can get to sleep, I'm wondering if the city agency knew that the additional equipment comes with additional noise for Edmonds citizens living nearby at Magnolia lane (on Bowdoin Way) and Montclair (on Main Street)? The noise sounds like it could be caused by cooling fans. Recently, workmen attached more equipment to the tower. My fear is that additional equipment will mean more ambient neighborhood noise. I would like to know if there is anything that can be done'to mitigate the noise newly produced by the equipment at the bottom of the tower and to ensure that any future additions to the tower.are quiet. Does this additional equipment need to be approved by the city? Is there a process to file a complaint about the current noise? Is there an approval process before additional equipment is added to the current structure? I would appreciate any support you could give in this matter. Si'n'cerely, g Waddle CAJUN EXCAOAT I N G, , INC ` AS -BUILT BY: CONTRACT OR CONTRACTOR ADDRESS n, SEWER TIME & MATERIALS (Circle One) DITCH FOOTAGE SEWER FT. WATER FT. POWER FT. DRAIN FT. GAS FT. STORM DRAIN 90 45 22 CAP WYE TRIP WALL SOLID PIPE SEWER PIPE ",POLY 160 PSI " POLY 200 PSI DATE JOB/LOT 221/2 ELL _- STREET 22 45 ELL. STREET 45 . CAP BELL PLUG SEWER PIPE TEES WYE -- 6X4 BUSHING 6X4 COUPLER 6X6 ROIMAX FERNCO 4X3, FERNCO 4X4 FERNCO 6X4 FERNCO.6" PLXPL FERNCO 6" CONCXPL� 6X4 BUSHING OTHER BILLARLES 6X4 COUPLER 3" ABS PIPE_ 4" ABS PIPE_ ELECTRIC t: F : PLUG FOR ABS 21%2 45 RED GLUE_ 21/2 45 24" RADIUS BLUE GLUE 21/2 90 ROPE 21/2 90 24" RADIUS SANDBAGS 21/222.5 SILT FENCING 21/2 22.5 24" RADIUS FILTER FENCE 21/2 COUPLER 3035 - TRIP WALL SEWER PERF PIPE 21/2 BELL END PIPE LUBE 21/2 CONDUIT 2.5 PRONTO BEND OTHER 1 1/2" GAS CONDUIT CABLE TV/CABLE .x NONE:' NOTES SEWER ASBUILT DRAWL G : �o RECEIVED BACK �'JM aJ,s JUN 2.5 2004 PERMIT COUNTER I r ° J � I ARV oe s� GION D + 40 p✓ye. ° • � O ` co ° PIC, 45- F, RON T scD s 4 ........ . moo: RECEIVED CITY py APR - 12004 TTMPOIEtARY USE PERMIT PERMIT -COUNTER Lr This Temporary Use' Permit ("Permit), effective as of this Z`�day of _n2&0, _ 2004, is made by and between' BJP Summerset LLC and Summit Place Condominium Owners Association ("Owner'l and Brian K. doodWght. as his separare estate and Bruce C. Ooodni0t, as his separate estate (collectively "Permittee'). Subject to the terms and conditions of this Permit, the Owner grants permission to the Permittee to enter upon a portion of Owner's property, dam; ribs a; rile "Work Area" 'on the attached Exhibit A incorporated herein by this reference (the "property',) to enable Perimlttee access to install a• retaining wail and fence on the boundary of the Permittees PmPcny. A small portion of the "Work AMC will be cleared to allow construction of the improvements on Permitteeps land. All of the aforementioned activities undertaken by the Permittee within the Work Area shall be considered the "Permitted Use" of the Property. 1_ Term.Unless previously terminated pursuant to pMagraph 5 below, the term of this Permit is ninety (90) calendar days, beginning on (a..., P Cie-�r + s ss 56 O o-4 �nD2es;s iDrKcN 0S 2. Use Fee. Permittee shall not be required to pay Owner a monetary fee for the Permitted Use_ In consideration of Owner's grant of this Permit, Permittee shall provide the safety and property re%*TWon assurances and services set forth in this Permit 3. LAmitations on 08e. The PropeM is real property of the Owner used for an aPm'tmcot complex. The' Permittee shall not erect any buildings, structures or improve meats of any kind upon the Pruperty, or use the Property for any purpose other than specified above. Permittee shall comply with all applicable laves in undertaking the Permitted use upon the Property. In carrying out the Permitted Use, the Pormittee shall take appropriate action in order to protect the Properry'fmm activities associated with the Permitted Use. Permittee Shall protect persons from dangers. associated with open excavations consistent with standard consttuetion practiCce and related applicable law, including, but not limited to, filling and covering open trenches in order to prevent injury to persons who may use the remainder of the Ownees property, which surrounds the propert<; . The Permitted Use shall only take place from 8.00 a -m. to 5:00 P.M. on weekdays, and Saturdays, unless otherwise agreed to by Owner in advance. Permittee shall provide Owner with 48 hours written -notice before construction begins by contacting: Mr. John Stoner Properly Manager ' Pacific Crest Property Managoment.LLC 1700 Bellevue Avenue, Suite 100 Seattle, WA 98122 Phone: (206) 623-0089 Fax: (206) 623-7435 4. 11ndemn". The Parmittee shall compensate the Owner for any damage to or injury of persons (whomsoever) or property (whatsoever) caused by or on behalf of Permittee_ Without limiting the generality of the foregoing, the Permittee hereby relcases, defends, indomnifies and saves harmless the Owner, the Owner's affiliates, their respective shareholders, partners, directors, officers, agents, representatives and employees, and the respective successors and assigns of each, any and all of the forgoing (each and all collectively as the "Indemnitee") from and against any and all demands, claims, losses* damages, liens, injuries, costs, fees, harm, loss, penalties or liabilities (including, but not Limited: to, attorneys' 'fees) that may in -my way arise, directly or indirectly. in whole or in part, from or in connection with the exercise of (or failure to exercise) the rights herein granted to the Permittee by this Permit, PROVIDED, HOWEVER, this paragraph does not purport to Wdemnii~y Owner against liability for damages arising out of bodily injlny to persons or damage to property to the extent caused by or resulting from the acts, omissions, negligence or other fault of Owner or Owner's age= or employees. 5. Assignment, Termination. 5.1. Except' as provided in subparagraph SZ below, this Permit is not assignable. The Owner may terminate this Permit ex any time upon 24 hours wriftn notice given to Permittee in person or by mail. i 5.2. Permittee may cause, -sanction or otherwise permit its contractors (and such contractors' subconhwtors, of any tier) to exercise the rights hereingran ted to Permittee; provided, however, Permittee shall be fully responsible to Owner for the acts and omissions of such conwacttns and subconauctors as funy and to the same extent as if such acts and omissions were the ads and omissions ofFormittee_ The right of Permittee to cause, sanction or otheMise permit such contractors and subcontractors to act on Permittee's behalf shall be subject to Owner's approval, which shall not be unreasonably withheld, and which such approval may be withdrawn by Owner for any reasonable cause. 6. Restoration. Upon termination of this Permit, Permittee shall move from the Property any equipmept, materials or other items placed upon the Property in connection with the Permitted Use and snail restoro the Property to as good or better condition that it was in prior to the effdetive date of this Permit Permittee Shall undertake reasonable precautions to avoid damage to die Property while unde rmldng the Permitted Use. Additionally, Permittee shall replace or restore any disturbed vegetation in a manner that is consistent with the condition of the vegetation prior to the effective date of this Permit. No interest in the Property is conveyed or conferred to Permittee by this Permit, it being specifically understood by the parties that this Permit does not ercate for Permittee any interest in or title to theTroper y. Owner: BJP Summerset, LLC Summit Place Condomitiwa Owners Assn. By: John Stoner Propbrty M Date: 3 Permittee: t Date: Bmce ao fight Date: ? - z q WJ---v ....... ..... -----WT-URN ADDRESS: arty o Edmonds, City Clerk 12.1 --Sih Av enue North , Edmonds; -VSA 98020 � Sb w&A (AJj 200406160164 2 PGS 06-16-2004 09:35am $20-00 SNOHOMISH COUNTY. WASHINGTON .. .. . ......... ".C- LA)RATION OF RESTRICTIVE COVENANT Ir qLTI-F-AMILY RESIDENTIAL Reference Grantor(s): (I) &,4n Additional on pg.— Grantee(s): City of Edmonds -,...`-- Legal Description (abbreviates): Sec" Rng 77-----77- ___(2_q_Qtr W OR —Block Plat Assessor's Tax Parcel ID#(s): (I)W" ?71,01 P 53 tj--. (2) Assessor's ris Tai Parcel 1D# not yet assigned ki Cpvrlo " WHEREAS, 4bk 8e,M-ef- --hWAn441— are the owners of the following describe Nritti.estat6jif-i'ki'City oftdmonds, to wit: Property Address: —�50-1 aj);1�G161 0.. -Wow LAal Description: !�e-C'horl 30, L41 U r i n it y K) LA-) Assessor's Tax Parcel ID # (s): 373L'e 00`5 015 j AUTHORIZED FOR RECORDING of Ednwnd:s� r By: /�*2i ,� L) Page 1 of ... .. ..... WHEREAS, the above named owners are desirous of imposing a restrictive .........covehant upon said premises in compliance with Section 19.00.040 of the Edmonds ..0 muqi.ty Development Code. WITNESSETH, that for and in •_ tonsideratkon of the premises, the above named owners do hereby declare and grant to the'tity of kdmopAs as Grantee the following restrictive covenant, to -wit: -6 t at t4'lime of the execution of this Covenant the Grantors have agreed to the Orditiaince4i't6City of -Edmonds provide that no building for multiple family housing may't.e-erected on'subji-ii property containing more than -4 units. Said Covenan4r*ihall-be.' ing upon all present and future owners of said real estate and their heirs, su'cce . so s Irs a9d, assigns. .. MIMI) this day of 2 00 J .......... State of Washington )ss County Of sun"nemrw I certify that 1.know or have satisfactory evidence that B-A?l jr Amb <�=n 1v C—_ 1AT- (is/are) the person(s) who appeared before me, and said person(s) -ack-novY'lAg*'ea'that (he/she/they) signed this instrument, on oath stated that (he/she/they) (is/are) au-th1drized to execute the instrument and acknowledged it as the y jr p pl? p I . . r_j ZRN-r 4- Ve FL:5 j- (title) of 6-cnb"tc_u-r 8DyrP.;:&n ixe- to be the free andvoluntary..act of such party(les) for the uses and arposes mentions in this instrumefir"'-s"ti6sciriked.'iknd sworn to before me this c;:LL., day of A&Y Mary Public in and fo fthe. SU Awd-Washington. % My commission expires -7-:2 -An67 'J8LIC Y8 -O WA.N�*4e .......0101 AUTHORIZED FOR RECORDING Ci of dinon:ds 7 By; _;*Dat'_4Z(41W Page (1) of OL- L:\TEMPU3U[LDING\IFORMS\RESTR[Cr • ....-After recording return to: �a-7 hl 7 200406240444 6 PGQ 06-24-2004 01:55pm $24.00 SNOHOMISH COUNTY. WASHINGTON ♦ T.CLERK Ci ff & EdMONDS M -jkV-JWUE NO. .'.-.EDM.0tP5;,..WA-9.8020 Document ilfie':., Diielartitfon".of Access Covenant Reference Nun&t� s) -if Dwitmeattassigned or released: Not Applicable Grantor(s) (Last naiiie first Min -Ept-4ilMe4nd initials: Goodnight, Brian K. Goodnight, Bruce C. ........... Grantee(s) (Last name firs4 thtntrst'name-and initials: Public and City of Edmonds Legal Description (abbreviated: Lt., lot, block, plat or•sectioa; township; range): Additional legal on page _ of documents) . Portion of Tract 18, Block 5, Alderwo4Manhir' No. 9, Vol.. Mot. Plats, page 6 Assessor's Property Tax Parcel/Account Number4s):1CP-1313(-0 C05 0(a 03 DECLARATION OF ACCESS COVENANT THIS DECLARATION, made on the date hereiniaftei'set-igrth--by.. Brian K. Goodnight, as his separate estate and Bruce C. Goodnight, as his sepaPate pstate .*- hereinafter referred to as "Declarants", Z WITNESSETH: ........... WHEREAS, the Declarants are the owner of certain prioppity in-6e-C?ty of Edmonds, County of Snohomish, State of Washington, described as follows: That portion of Tract 18, Block 5, Alderwood Manor No. 9, acc&qnglo.the 'Plat thereof recorded in Volume 10 of Plats, page 6, records of Snohomish County, Wa�hihgtdn, described as follows: Beginning at the Southeast comer of said Tract 18, being the True point of beginning;`-tl enie N 00000'00" E 149.72 feet; thence N 89°44' 13" W 100.00 feet; thence South acid 0aftuel,to.-flie.. .fast line of said Tract 18, 197.41 feet, to the North margin of Bowdoin Way; thence N 64°43'00" E along said margin 110.59 feet to the True Point of Beginning. .-----Wl4EREAS, Declarants are constructing buildings containing residential units on the property arid..wrsh--to provide for continuous access for emergency escape to the middle two ••••units of*lbe'-north building to be built upon the property. Declarants are creating this covenant to coinp�y with.-the:.iJnifoim Building Code (1997 Edition) Section 1001.1, 1003.2.3, 1003.2.5 and 10033.1..-as anrlendedby the State and as interpreted by the City of Edmonds. NbW;-'THER kb E, Declarant hereby declares that all of the properties described Id-and conveyed subject to the following easements and covenants and above shatTbe,held,.sti conditions,.ail of•v iikh are t& the purpose of providing required access and emergency egress to the residential ttrirt&- on the real..prgperty. These easements, covenants, restrictions and conditions shall rfui 1611.the•real:propefty and shall be binding on all parties, having or acquiring any right, title or interest-%in.•the described properties, or any part thereof, and shall inure to the benefit of each owner thet'eoft ••' . 1. A Site Plan is attaehed`as irxhibit'A hereto. There shall be an unobstructed access from the asphalt driveway `sha,*6 thereon-'at least 36 inches wide to the existing doors on the north side (rear) of the middle twQ•6nits.of the North Building specifically the living room exiting doors as shown on Exhibit B. ArEy-fences'mstalled betowten the Units to separate the back yards of the four units in the North Building or any fenees installed along the path of the access area shall have a clear opening of not less than..36 inches: N'b gate or other device may ever be installed to screen, close or obstruct the:-opening in any stch fences and no structure shall be erected within the access way and no vegetation-ather tharfgrass shall be planted or maintained in this area. 2. The attached Site Plan (Exhibit A liereto) demonstrates a location for the access required by this Covenant. This is an approximatioii only.:.: -The.. property owners are only required to provide an unobstructed access of not lesg'•th . '-36 inches--.from the rear yards of the middle two units of the North Building specifically the' living r6oni exit doors as shown on Exhibit B, to the asphalt driveway shown on the Site Plan whieb provides. access to the existing driveway easement accessing Bowdoin Way. _.. 3. The access provided herein is for emergency egress a-nty and.�s not create an easement for ingress and egress. The land over which the accegs lies .:nay b' --used for any purpose not inconsistent with this covenant such as lawns or patios, "vi&e .however that no structure or any vegetation other than grass shall be placed or maintained, 4.. The covenants and restrictions herein shall inure to the benefif*of.ai d-bind the successors of the respective parties and shall run with the land. 5. This covenant shall be effective upon recording. 6 If the apartments are converted into condominiums, these restrictions shall be into grated in the Declaration of Condominium document and the Home Owners Association rp: ` . "shall -be given authority to prohibit structures and plantings in the access way as well as the ptiji►er to remove obstructions at the Home Owners Association expense, The Association may; assess any such cost a9*JA any condominium unit responsible for placement of the pbsiruct7on� , .--TW-ctiveiiant may not ed wit ut authorization from the City of Edmonds,•"Buil¢inng Official :and the owner of the property subject to the covenant. If a Condominium is croa*A-4i ,the future then termination is allowed with the consent of the owners of the middlgtwo units of'the North Building and the City of Edmonds. Assignor: ce C. Go STATE OF WASHINGTON) )ss COUNTY OF SNOHOMISH ) I certify that I know or have satisfactory evfdence•thai Brian K Goodnight signed this instrument and on oath stated that he was aiuthbrized to execute the instrument and acknowledged it to be the free and voluntary act.. of ..=4--, arty •• for the uses and purposes mentioned in the instrument. Dated thig-6 day of =. , 20r -0—J ...... `r %i ts�• N Public in and forte! ° The State of Washin on �e L I c R " esiding in - '" My appointment expires: ! ►.tangy .. 1. s STAVE OF WASHINGTON) )ss COLINTY OF SNOHOMISH ) ..- I"cer0y that I know or have satisfactory evidence that Bruce C. Goodnight signed this anstrunt6nt.,�44ft `6oath stated that he was authorized to execute the instrument and ac"owW* 6d it to••he: the free and voluntary act of such party for the uses and purposes mentioned in•.the:instrdi&ht. Dated'thiW-k-tjay�f . , 20.!2y, i Sol- i) ry Public in and for o N,�r or�> State of Washington Residing in ,' d �$t►� 1vIy.Commission Expires:Olt Q� O^ i k F- SE REQU 'PERV ER "1003 03 2 EXHIBIT B 4.0 Lctvldm � 2/2'd 9LZ'ON WHLO:L b002'S *Ndd E m m E 0 al T- D T - Ir • 77 2 LL LL 0 0 z D m U - w F: L) C 4) w 0 0. 0 1 C0.6 - 0 (o 'ID cU J W -G M 4) �Cal CL co U) 0 0 E CA m O (D E 'a X m cU 0 _j m 0 r m co CL im '10 co Z. M 0 C r D L. 4) 4) 0 IJ 0 1-- o o Ca 0 "o) 77 2 LL LL 0 0 z D m U - w F: L) cc 1 C0.6 - 0 (o 'ID cU J W -G M 4) �Cal CL co U) 0 0 E CA m (D E 'a X m cU 0 _j E co Z. E 0 C r D L. 4) 4) 0 IJ 0 1-- o o 77 2 LL LL 0 0 z D m U - w F: L) 9 - o z O � Z U W 2 N w �O mU U. OZ Zo UJ J Om ace ace wo 'ow z ac W a sib� m' �I c Q Z C N N Vl t0 m r z: • m a 3 = U U •� O ccr C .U., tv J m •a fl m CD O c0 � O C ca � a O (o . M. tv E Q CO - 3 c � c c c co >, c! O. O U ',C •� O C .U., tv J m •a fl m C. O N Q LO V 'D O (o tv E N R 3 m cy ' Ds s N -Am, X x CL a cU O m J Ory O Z 4:m N L U ',C •� O C .U., tv J m •a fl m C. O N Q LO V 'D O (o tv E N R 3 m E X x cU O � J Ory t 0 N 5i1 r_ 'C m 7 N N J Q U_ LL U. O O Z 0 J_ to LL w U m QED IV STREET FIE RECEIVE U' APR -1 2004 TEAWORARY USE PERMIT LPERMIT COUNTER This Temporary Use'Permit ("Permit'), effective as ofthis day of—rn�2�1 _ 2004, is made by and b®tweO'n BJP Summerset LLC and Summit place Condominium Owners Association ("Owner's and 8riett K. doodtvght, as his separate estate and Bruce C. Qoodnik as his seperate-estete (collectively 'Terinittee")- Subjectio .the teras and conditions of this Permit, the Owner grants permission to the Parmittee to enter upon i portion of Owner's Pttileny, described as the "Work Area" • on the attached Exhibit A incorporated herein by this reference (the "Property'] to enable Permittee access to install a' retaining welt and fence on the boundary of the Permittees PrePeM- A small portion- of the " `lyork Area" will be cleared to allow construction of the improvarneats on Permittee:?s land. All of the aforementioned activities undertaken by the Permittee within the Work Area shall be considered Properly. the '?emitted Use, of the 1_ Term. Unless pr!:viously terMMated'pursuant to paragraph 5 below, the term Of this Pennit is ninety (90) calendar days, bfcginndng on �� ►.1=,� 3 , . . ,� A ��iT , 3 I SSu56 D 2. Use Fee. Permittee shall not be Permitted Use_ In consideration of Owaer's�� to pay Owner a monetary.fee for the the sa%I and property 1'� of this Permit, Permittee shall •provide P P restoration assurances and services. set forth in this Permit- 3. ermit .3, Limitations on 08e. The Properiy is real property of the Owner used for an aPartnmt complex. The' Perwittee shell not erect any buildings, structures or improvements of any kind upon rho Property, or use the Property for any purpose other than specified above, Permittee Shall comply with all applicable laws in underralcing the Permimcd use upon the Property. In carrying out the Permitted Use, the Permittee shall take appropriate action in order to protect the Propertyfrom activities'associated with, tate Permitted Use. Permittee Shall protect persons from dangers associated with open excavations consistent with smnderd c=9Mwd0n practices and related applicable law, inchuling, but not limited to, filling and covering open tranches in order to- prevent injury to persona who may use the remainder of the Owner's property, which surrounds the Property. The Permitted Use shall only take place from 9:00 aan- to 5.00 p.m• on weekdays, and Saturdays, unless otherwise agreed to by Owner in advance. Permittee shall provide Owner with 48 hours written -notice before comstaucdon begins by contacting - D " . k9! V V 4 Mr. John Stoner Pacific Crest Property Management.LLC 1700 Bellevue Avenue, Suite 100 Seattle, WA 98122 Phone: (206) 623-0089 Fax: (206) 623-7435 4. Indemnity. The Parmittee shall compensate the Owner for any damage to or injury of persons (whomsoever) or property (whatsoever) caused by or on behalf of Permitte— Without limiting the generality of the foregoing, the Permittee hereby rekcases, defends, indemnifies and saves harmless the Owner, the Owner°s affiliates, their respective shareholders, partners, directors, officers, agents, representatives and employees, and the respective successors and assigns of each, any and all of the forgoing (each and all collectively as the "IndemniiW) from and against any and all demands, claims, losses, damages, liens, injurisa, costs, fees, harm, loss, penalties or liabilities Cinclading, but not limited, to, attorneys' fags) *At may in aa>;y way arise, directly or indirectly, in whole or in part, from or in connection with the exercise of (or failure to exercise) the rights herein granted to the Permittee by this Permit, PROVIDED, HOWEVER,, this paragrapO does not purport to indemnify Owner against liability fnr damages srisiAg out of bodily injury to persons or damage to property to the extent caused by or resulting from the acts, omissions, negligence or other fault of Owner or Owner's agents or employees. S. Assignment, Termination. 5.L Except'as provided in subparagraph 5.2 below, this Permit is not assignable. The Owner may terminate this Permit at any time upon 24 hours written notice given to Permittee in person or by mail. i 5.2. Permittee may cause, sanction or otherwise permit its contractors (and such connectors' subcan t ractaM of arty tier) to exercise the rights herein granted to Permittee; provided, however, Permittee shall be fully responsible to Owner for the acts and omissions of such conuacrors and subcontractors as fully and to the same extent as if such ads and omissions were the acts and omissions ofFarmittes. The right of Permittee to cause, sanction or otherwise permit such contractors and subcontractors to act on Permittee's behalf shall be subject to Owner's approval, which shall not be unreasonably withheld, and which such approval may be withdrawn by Owner for any reasonable cause. 6. Restoration. Upon termination of this Permit, Pecmiuce sball temovc from the Property any equipment; materials or other items placed upon the Property in connection with the Permiticd Use and shall restoro the Property to as good or bcm= condition that it was in prior to the effdetive date of this Permit Permittee shall undertake reasonable precautions to avoid damage to the Property while undertal6ng the Permitted Use. .G a vy Additionally, Permittee shall replace or restore any disturbed vegetation in a manner that is consistent with the condition of the vegetation prior to the effective date of this Pernik No interest in the Property is conveyed or conferred to Permittee by this Permit, it being specifically understood by the parties that this Permit does not create for Permittee any interest in or title to the;Property. Owner: Permittee; BJP Summerset, LLC Summit Place Condominium Owners Assn. By_ John Stoner Proplarty M �t Date: 3 -Z V- SS/ Daze: A-_ `r Bruce Goo'Zgght Date: 3 - a g ....-After recording return to., ....... ..... E l 11111 IlI f � 1111 �lll IIQI illll III SII !� ILII ISI Ili SII 200406240444 6 PGS 06-24-2004 01:55pm $24.00 SNOHOMISH COUNTY. WASHINGTON CLERK &1V .-bF EdMONDS ..------in`sTHAV-fWUE NO. Document ti&-., 13iiciamt6ii .�.of Access Covenant Reference Numbelqs).fiiDiic"eiit:assigned or released: Not Applicable Grantor(s) (Lost nakne firsts thin -j1pt-4ihme;1and initials: Goodnight, Brian K - Goodnight, Bruce C. Groutee(s) (Last name first, `thgv'lirst'qq*M*6,812d Initials: Public and City of Edmonds Legal Description (abbreviated: i.e., lot, block, plat ior-sectio.a.-liowlishIP,--tuage): Additional legal on page _ of dolun Portion of Tract 18. Block 5, AiderwoAMarib"r' No. 9, Vol.. 10'o"f-Plats, page 6 Assessor's Property Tax Parcel/Account Number(s): QP' 333(-'Q CX95 Ole 03 DECLARATION OF AQQE89 -COVE THIS DECLARATION, made on the date hereiriafter set.fbrth--by. Brian K. Goodnight, as his separate estate and Bruce C. Goodnight, as his pstgac',-% hereinafter referred to as "Declarants", WITNESSETH: WHEREAS, the Declarants are the owner of certain pioppity in--the--Ciof Edmonds, County of Snohomish, State of Washington, described as fbllows::-",.* That portion of Tract 18, Block 5, Alderwood Manor No. 9, according io.. the -Plat thereof recorded in Volume 10 of Plats, page 6, records of Snohomish County, Wa§bihgtdn, described as follows: Beginning at the Southeast comer of said Tract 18, being the True point of beg4nnnig;'-tl ene`e N 00000'00" E 149.7-2 feet; thence N 89°44' 13" W 100.00 feet; thence South aAd ..the., i East line of said Tract 18, 197.41 feet, to the North margin of Bowdoin Way; thence N - 64n43'00" E along said margin 110.59 feet to the True Point of Beginning. .---•-W1-1-EREAS, Declarants are constructing buildings containing residential units on the prppert� arid. -wish --to provide for continuous access for emergency escape to the middle two %units oftlte:-north building to be built upon the property. Declarants are creating this covenant to coiripl?y•wiih.1he bnif5kni Building Code (1997 Edition) Section 1001.1, 1003.2.3, 1003.2.5 and 100311, as arn}ended.by the State and as interpreted by the City of Edmonds. NbW; THlr1tEF�0]�E, Declarant hereby declares that all of the properties described above shall-beheld,..s6d..and conveyed subject to the following easements and covenants and condition s,,afl. of whit, are for. the purpose of providing required access and emergency egress to the residential units,.•on the real..property. These easements, covenants, restrictions and conditions shall r�nn witln.the real property and shall be binding on all parties, having or acquiring any right, title or iiiteresf'• 9-•thi described properties, or any part thereof, and shall inure to the benefit of each owner thereof} •- 1. A Site Plan is attacheirs Exhibit'A hereto. There shall be an unobstructed access from the asphalt driveway `shnwn.thert_nn•at Ieasi 36 inches wide to the existing doors on the north side (rear) of the middle two -d. nit of the North Building specifically the living room exiting doors as shown on Exhibit B. Ahy fenoes installed betvvgen the Units to separate the back yards of the four units in the North Building or any fences installed along the path of the access area shall have a clear opening of not less than..36 inches. No gate or other device may ever be installed to screen, close or obstruct the:•opening in arty swch fences and no structure shall be erected within the access way and no vegetation -other thjini grass shall be planted or maintained in this area. 2. The attached Site Plan (Exhibit A hereto) demonstrates a location for the access required by this Covenant. This is an approximation ..only::.: The, property owners are only required to provide an unobstructed access of not less'•tl<f . 16 inches --:from the rear yards of the middle two units of the North Building specifically the living rpori exit doors as shown on Exhibit B, to the asphalt driveway shown on the Site Plan which provides access to the existing driveway easement accessing Bowdoin Way. •..... 3. The access provided herein is for emergency egriess otrty and this not create an easement for ingress and egress. The land over which the accegs lies .rnay be••used for any purpose not inconsistent with this covenant such as lawns or patios;}r"" vidiq.ho " ver that no structure or any vegetation other than grass shall be placed or maintamed, --` 4. The covenants and restrictions herein shall inure to the beiiefif of.arrid bind the successors of the respective parties and shall run with the land. 5. This covenant shall be effective upon recording. ..... ..... 6 If the apartments are converted into condominiums, these restrictions shall be ......1hoorporated in the Declaration of Condominium document and the Home Owners Association ""`'shall -be given authority to prohibit structures and plantings in the access way as well as the .,Poj efiofernovc obstructions at the Home Owners Association expense, The Association may: assess any suchCos I 9 t a * any condominium unit responsible for placement of the Yt :bbsir.uctfqon.,'..-- . .......... -.11 t! ed wit ut authorization from the City of .7. covenant may not Edrnd*nd.s--Bui I ' Offig OfficiiiLand the owner of the property subject to the covenant. If a Condominiunri is creat44�thefuture then termination is allowed with the consent of the owners of the middle, tQiw units of' -th-e North Building and the City of Edmonds. . . ............ Assignor: .......... c JetC=Goo STATE OF WASHINGTON) )ss COUNTY OF SNOHOMISH I certify that I know or have satisfactory evidence-0ai Brian K Goodnight signed this instrument and on oath stated that he was aiithbrized to execute the instrument and acknowledged it to be the free and voluntary acV. of"*such--party'.for the uses and purposes mentioned in the instrument. Dated thi§/4 day of IV I ASO NTtary Public in and for The State of Washington Residing in My appointment expires: STAVE OF WASHINGTON) GOUTY OF SNOHOMISH -l"cerijknow or have satisfactory evidence that Bruce C. Goodnight signed this fy that I instrurne:nt,'an: stated that he was authorized to execute the instrument and ac( nowW* i6d it to- be-- the free and voluntary act of such party for the uses and purposes mentioned injhc.ifistruineizlt. Dated -&W -k f 2022Y Macy Public in and for o It 01 TA 4 6 Statete of of Washington ,``.....• . --Residing in L I �,,My..Commission Expires: ;,A t .. ..... ..... .. ....... .. .. • r - EXHIBIT B 0 3alxj(�, -O)nc(tt-e, - . Lavidl nt� 164 2 PGS RETURN ADDRESS: 0��6-16-160 2004 09:35am $20-00 ttji off' Edmonds, City Clerk SNOHOMISH COUNTY. WASHINGTON .-121 -Sih Avenue North Edm6n&,--WA 98020 D.ECJLA)RATIQN OF RESTRICTIVE COVENANT MULTI -FAMILY RESIDENTIAL Reference #-- Grantor(s):(I)&Pj Additional on pg._ Grantee(s): City of EdFoonds-,.. Legal Description (abbreviate4). :,"Sec- nZ-q Rng 014 Qtr OR Block plat Assessor's Tax Parcel ID#(s): (I)M 0 01f3 (2) Assess6r's Tai Parcel ID# not yet assigned WHEREAS, 6 are the owners of the following described rigi -estat6lff -dii,city Property Address: rkn Ar Assessor's Tax Parcel IDD # (s): 373LJe 00':5 0 AUTHORIZED FOR RECORDING of E'dnwnds By:q* Ply "a,K, Date U Page 1 of to wit: WHEREAS, the above named owners are desirous of imposing a,restrictive ='covenant upon said premises In compliance with Section 19.00.040 of the Edmonds ..C61numiAlty Development Code. WITNESSETH, that for and in - .consideration of the premises, the above named owners do hereby declare and grant to d o thetity of , JE m a4s as Grantee the following restrictive covenant, to -wit: At at tppfljne of the execution of this Covenant the Grantors have agreed to the OrdWance,-44iebty of -Edmonds provide that no building for multiple family housing may t.e-erected on subjeJet property containing more than units. Said Co, V en I s all- ebinding upon all present and future owners of said real estate and their heirs, successors al.id assigns. DAIPED this day of 20� .......... State of Washington )ss County Of sun"or"Isw I certify that k know or have satisfactoo*.eviden'*ce. that Ht ...... (is/are) the person(s) who appeared before me, and said person(i) -ack-Roy"Y'Nai4tbat (he/she/they) signed this instrument, on oath stated that (be/she/they) (is/are) au&ftizea to execute the instrument and acknowledged it as the(title) of. 6rc6iNkAt C_ 64-r ftm typ-sm I Ae to be the free and i�olvftary..act of such party(les) for the uses and purposes mentions in this instrument:" S, d6sqjked ."and sworn to before me this C-acnLday of AOry 20 00,0' N6ry Public in alngf Mthe..StAwof" Washington. -401 ?V My commission expires ZZZ 0eurs It o, % 0,0 � WAS , ".I ......... AUTHORIZED FOR RECORDING C dmonds By: �#A=Date 0 Page , ,;� - of a- LATEMMUILDINGTORMSUMTRICr Gebert, David From: Gebert, David Sent: Wednesday, May 04, 2005 10:29 AM To: 'earthtobrian@yahoo.com' Cc: Chrisman, Lyle; Bowman, Duane; McConnell, Jeanie; Hawkins, Jaime; Miller, Noel; Roberts, Jim; Kammerer, Jim Subject: Access road to development (8505 Bowdoin) and water tanks. To: Brian Goodnight Brian, This is to summarize our meeting on May 3, 2005 on the topic of the access road off Bowdoin Way to your condo development at 8505 Bowdoin and the adjacent City water tanks. In attendance at the meeting were Noel Miller, Jim Kammerer, Dave Gebert, Lyle Chrisman, Jim Roberts, and Brian Goodnight. After additional investigation and review of the degraded condition of the existing access road, the decision has been made to reinstate the original development requirement for the developer to overlay the access road for the full length from Bowdoin Way to the north property line of the development site. Although the Goodnight Brothers' construction project has caused some deterioration of the existing access road, it is agreed that the existing access road was in a deteriorated condition prior to the construction of your project, and did not provide adequate base for a road to support heavy emergency and maintenance vehicles. In order to provide a suitable road surface for emergency and maintenance vehicles not only to your development, but to the development to the north, and the City water tanks, it was agreed that the City will prepare the road base and Goodnight Brothers will pave the road from Bowdoin Way to the north property line to meet the development requirement. During the meeting, it was agreed that City will grind, grade and prep the base for the full length of the access road from Bowdoin to the north property line. City will also install an additional catch basin and pipe to connect to the catch basin installed by Goodnight Brothers. Goodnight Brothers will pave the full length of the access road from Bowdoin to the north property line. Based upon the preliminary estimate that the contract cost to grind, grade and prep the base will be less than $15,000, the following are the target dates agreed to: • By June 30 - The City will award a small works contract to grind, grade and prep base. • By July 31 - The City's contractor to complete grind, grade and prep base, and City Public Works will install additional catch basin and pipe. • August = Goodnight Brothers will pave the access road. If the cost to grind, grade and prep the base exceeds $15,000, these target dates may need to be revised. Please confirm our agreement as described above by return e-mail. Thanks, Dave Gebert • Gebert, David 0 From: Gebert, David Sent: Wednesday, May 04, 2005 10:03 AM To: Miller, Noel; Kammerer, Jim; Chrisman, Lyle; Roberts, Jim Cc: Bowman, Duane; Fiene, Don Subject: Goodnight brother -access road to development (8505 Bowdoin) and water tanks. This is to summarize our meeting on May 3, 2005 on the topic of the access road off Bowdoin to the Goodnight Brothers condo development at 8505 Bowdoin and the adjacent City water tanks. Attendance: Noel Miller, Jim Kammerer, Dave Gebert, Lyle Chrisman, Jim Roberts, Brian'Goodnight After additional investigation and review of the degraded condition of the existing access road, the decision has been made to reinstate the original development requirement for the developer to overlay the access road for the full length from Bowdoin Way to the north property line of the development site. Although the developer's construction project has caused some deterioration of the existing access road, it is agreed that the existing access road was in a deteriorated condition prior to the construction of the developer's project, and did not provide adequate base for a road to support heavy emergency and maintenance vehicles. In order to provide a suitable road surface for emergency and maintenance vehicles not only to the Goodnight development, but to the development to the north, and the City water tanks, the City will prepare the road base and the developer will pave the road from Bowdoin Way to the north property line to meet the development requirement. It was agreed that City will grind, grade and prep the base for the full length of the access road from Bowdoin to the north property line. City will also install an additional catch basin and pipe to connect to the catch basin installed by Goodnight. Goodnight will pave the full length of the access road from Bowdoin to the north property line. Per Noel, the City's contract and in-house work to grind, grade and prep the base and install the additional catch basin will be paid for by the combined utility operating fund 411. Noel estimates that the contract cost to grind, grade and prep the base will be less than $15,000. Jim Roberts will confirm this. Assuming this to be the case, the following are the target dates agreed to: • Week of May 23 - Engineering survey the access road (Lead=Lyle) • By June 15 - Engineering will prepare design sufficient to obtain contractor quotes and award small works contract using abbreviated contract form for contracts less than $15,000. (Lead = Lyle and Jim Roberts.) • By June 30 - Engineering will obtain quotes and award small works contract for grind, grade and prep base. (Lead = Jim Roberts) • By July 31 - Contractor completes grind, grade and prep base. (Lead = Jim Roberts). Public Works will install additional catch basin and pipe (Lead = Jim Kammerer). • August - Goodnight Brothers will pave the access road. I will prepare an e-mail to Brian Goodnight confirming the agreement. Dave 1tic 1gcly CITY OF EDMONDS GARY HAAKENSON MAYOR 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • FAX (425) 771-0221 Website- www.ci edmonds wa us DEVELOPMENT SER_ VICES DEPARTMENT Planning • Building • Engineering_., September 3, 2002 Ola Groset Groset Construction 8506 Bowdoin Way Edmonds, WA 98026 RE: Common Utility Trench in City Right -of -Way Dear Mr. Groset, This letter is being sent as a follow up of previous conversations with staff regarding the overlay project that will take place on Bowdoin Way. The grinding will be done the week of September 2, 2002. The paving is tentatively scheduled for September 12, 2002. To avoid additional disruption fees (additional cost to you for disruption of a street overlaid within the previous five years), all of your planned utility/pavement disruption must be completed prior to the street overlay. Please contact Jeanie McConnell for a disruption The schedule. If you have, any questions regarding this matter, please contact Jeanie McConnell or Danielle Gilbert as soon as possible at 425-771-0220. Sincerely, DON FIENE Assistant City Engineer DF/DG/cmc c: Street File • edBA gyst 11, 1890 • Q\Documents and Setting\curtis\My Documnts\Engec\DEVELOP�cgler�ora. c Sister City - Hekinan, Japan Ad MATTHEWS Land Company October 26, 1999 Jeannine Graf City of Edmonds Building Division 121 5`h Avenue North Edmonds, WA 98020 RE: Permit Requirements - SkyTel Communications Dear Ms. Graf: RECEIVED NOV 1.0 1999 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS DUILD'IVG No V 1 - 1999 On behalf of SkyTel Communications I would like to request your review of the attached drawings for SkyTel's proposed antenna installation at 8505 Bowdoin Way in Edmonds. Your review is being requested in order to confirm that no additional building permits are required for this installation according to the city of Edmond's current codes and ordinances. The proposed project would consist of installing one 10 -ft. high; 3 -inch diameter omni (whip) antenna in an inverted position at the top of an existing monopole. In addition, one 2 -ft (h) x 2 -ft (w) x 2 -ft. (d) equipment cabinet would be installed at the base on the monopole to serve the antenna. The electronic equipment cabinet would be installed on a single 3 -inch steel pole within the existing equipment enclosure area. I have previously discussed this installation proposal with the Planning Division, and Steven Bullock of that department has indicated that no Architectural Design Review of land use permits would be required for this project. If a building permit is required please indicate what materials would be needed and what the process would be for such a submittal. Otherwise, I would greatly appreciate your confirmation that no additional permits are required. Information may be sent to me at the address below, or I may be reached by e-mail at donne1131(gmsn.com. I may also be reached by phone at 425/828-4009. I greatly appreciate your time and consideration on this proposal. Sincerely, Tom Donnelly Planning Consultant Enclosure: (1) set of drawings for SkyTel Communications project Matthews Land Company, Inc. — 1519 4h St., Kirkland, WA 98033 - (425) 828-4009 Fax: (425) 828-4459 Y` JUN*I@_1999' '10:.:313 • ONDQUIST HOMES INC 4257700022 P.06i15 TF1•ED �. ni V F"ID copy v 'G DEPT. 3 IN THE SUPERIOR COURT OF THE STATE,07 WASHINGTON FOR SNOHOMISH COUNTY 4 5 THE CITY OF EDMONDS, Petitioner, ) N0. 135 587 $ DR. R. E. SUCHERT, ) AGREED SETTLEMENT AND et ux, et al, ) ORDER AND DECREE OF 8) APPROPRIATION Respondents_ ) 11 IT IS HEREBY STIPULATED to and agreed to by the parties, 12 by and through their respective attorneys of record, that the above 13 entitled condemnation proceeding is hereby settled on the following 14 basis-- 15 asisa15 (1) The City shall pay.into the registry of the court, 16 upon behalf -of the respondents, the sum of $26,950.00 as just com 17 pensation for the land sought in this action. 18 (2)- The City-shall pay, on•be-half of the respondents, an 19 additional $200,00 into-the.,registry of the court as and for 20 appraisers' fees, attorneys' fees and related costs, pursuant to 21 R-C_W. Chapter 9.26. 2(3) ••The.City shall reduce the extent of its take so as 23 to leave within the ownership of the respondents, a strip of property 24 either immediately north of the existing public right-of-way located" 25 easterly.of the existing and proposed water tank site, between the tank sites and the existing fire station building, or such other location 27 as that said-public street shall be subsequently re-located within the- 28., he•28•, ...boundaries of the above described area, 50 feet in width . in an 29 _ east-vest direction and approximately 25 feet in depth in a north_ SO south direction, the purpose-being to provide respondents with a 50 31 foot wide access to the remainder of their property from the existing public right-of-way as described above-. ocoeltoc tli r>ausrin • ✓ {111 F..rl► ►•w..- I.IId1•0 Agreed Settlewene t Order, b ��•� s--"�• •••�1•"•• "•/ �• Decree o r pPropr 1. atation JUN -i8=1999 10;0 9IDOUIST HOMES INC • 4257700022 P.07/15 1 2 .3 4 5 6 7 8 9 10 11• 12 13 14 15 16 17 18 i9 20 21 22 23 24 25 26 27 •28 29 30 31 Respondent grant rights of ingress and egress over said 50 foot by 25 foot strip for the purpose of construction and/or maintanence of the propsoed Water tank facility. (4) The petitioner. City shall use its best efforts to .leave as many of the existing large trees that exist on the site that are not required to be removed for the purpose of -construction... and maintanence of the proposed Water tank. (5) That a decree of appropriation errabodying the' above set forth provisions may be entered herein. DATED this c2L4-a�, Of April, 1977. ohannes A. Flatness Attorney'for Respondent, H. M. Rendll9r, et al u: caysoro.xiaecn Atto for Respondent, Suchen t doh Fla ace Atttyhey for Petitioner, City of Edmonds. JUDGMtNT AND DECK-E"OF APPROPPIATI011 THIS MATTER having come on regularly for hearing this day before the underzigned, one of the Judge of the above -entitled Court, and it'appearing that the petitioner and the above-named respondent by and through their respective attorneys of record have reached agreement in all respects, and the Court after considering the written Stipulation filed herein concerning the lands, real estate, premises and other property sought to be appropriated and used by the city of Edmonds, the, petitioner herein, for municipal purposes, and having found therefrom that the damages, including the value of Agreed Settlement & Order DecY nr n� ri t f i n)ti� L.. cant. .f ocoFK 000tll Y uUi►Itt NII Sw,i� Mu.. �.ildl�p S..rl. M.,1.1..1.. T1W r JUN -10-1999 10:39 • 1 2 3 • 5 6• 7 8 9 10 11 12 13 14 15 I6 17 I$ 19 '20 21 ,I 22 23 2<S 25 26 27 28 29 30 31 *DQUI . ST HOMES INC 4257700022 P.08/15 the land. appropriated, to the property abutting the premises being' acquired herein, resulting to all pgrsons and parties interested herein by 'reason of such -appropriation of lands, real estate, prem- ises and other property hereinafter described, and including respond ents' statutory costs, are, in accordance with the.findings'of this court, in the sum of $26,950.00 plus the sum of $200.00 for costs of evaluating the petitioner's offer, is a proper amount and awarded to be paid by the petitioner herein, now, therefore, it is,hereby ORDERED, ADJUDGED AND DECREED that compensation be made in money in the sum of $26,950.00 plus the sum of $200.00 for the res- pondents' cost of evaluating the petitioner's offer and other fees. permitted by RCW Chapter 8.26, said sums including all statutory N costs to all owners, tenants, encumbrances and all -or -her persona interested therein, for the appropriation and use. by said petitioner of the following -described lands, real estate, premises and other property, acquired herein from the respondents, situate in Snohomish County, Washington;' A portion of Alderaood Manor, J9, Block 5, Lot 18, lying south of section line, described as follows: 'Beginning at the northwest corner of .said Lot 18 lying south of section line, thence commencing south along the west line thereof a distance'of 140 feet more or less; thence east 120- feet along the south line; thence east 150 feet; thence north 35 feet •more or less to the intersection of section line; thence west 270 feet along section line to point of beginning; all in Snohomish County, Washington. And, it is further ORDERED, ADJUDGED AND DECREED that upon payment into the registry of the Court of the sum of $27,150.00, the petitioner, the City of Edmonds, Washington, an optional municipal code city, shall be and become the owner of the lands, real estate, premises'and appurtenances and other property sought to be appropriated herein, and shall be entitled to enter into possession thereof and to take, hold and own and at all times thereafter use and possess the same, Judg. & Decree of Appropriation 3 Lar olfcw.1 • OGDzX, OZ09" L s�N31/1T' • • 1 11 f -1h .l.r Widl.d S..e1,. W...I.ai.. "101 "r JUN -10-1999 10'.39 • _II , • 1 i 2 3 4 b '6 7 8 9 14 I1 12 13 14 15 16 17 18 19 .20 21 22 23 24 25 26 27 2$ 29 30 31 �NDOUIST HOMES INC • 4257700022 P.09i15 and that such payment shall be in'full for the taking, -condemnation and appropriation and use of the same, and it is further ORDERED, ADJUDGED AND DECREED that the provisions of the stipulation'set forth hereinabove are hereby incorporated in full by • this reference, ratified and made a part of this Judgment and Decree of Appropriation, and it is further' ORDERED, ADJUDGED AND DECREED that upon payment of said award and judgment into the registry of the Court in this cause, the Clerk thereof be, and is hereby ordered ancl.d.irected to satisfy said Judgment and to hold said sum of money for distribution among the respondents, as shall be directed by further order of this Court. DONE IN OPEN COURT this day of 211V y_ 1977. presented by: OGDEN, OGDEN & 24URPHY. �• W hn�D.al ace ttorney for Petitioner Approved as to Form and tloti.ce of presentation Waived: STATE Of wn51IIHGTON COUNTr OF SN0:40MISH 1. !<nr D. Anderson, C121Y of the ab O�e entitled cou". do I:ql:•: V ....:u:r tn:d the Iolefioing inSlru- �' �e :e•• :.,1.1w1 c:onr of the 0"SLinal Gay Ord Riach nluPl 1} .., RIACH , GESE & SLATHER I r.•_10unlo set my 111100 Attorney for Respondent Sucherts J7 01 D. ANDEn cc 7 Clerk putt U Johannes A. Watness Attorney for Respondents Rendler and Gross OCCEN, 000ut a >vuutrr 111 /...•..4•.... 11.1[01.4 Judgment s • Decree of Irl1•.,11 s�nl.,w..:l•e/—"lot J1�7PiQD�18CInn_ _ av/w•t++1 4 r..:�_ t JUN -10-1999 II I 2 3- 4 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 • 21 22 23 24 25 26 27 28 29 30 31 10 40 It{ J*D(UIST HOMES INC t • co l 4257760822 P.10i15 ExEcolm CZ YTC STAT._._... IN THE SUPERIOR COURT OF THE STATE. OF WASHINGTON. FOR SNOHOMISH COUNTY THE CITY OF EDMONDS, ) Petitioner, ) NO. 135 587 VS. ) STIPULATION. AND AGREED ORDER AMENDING. AND CORRECTING THE LEGAL DESCRIPTION DR. R. E. SUCHERT, } CONTAINED IN AgREED SETTLEME14T AND et ux, et al, ) ORDER AND DECREE OF APPROPRIATION Respondent. ) • WHEREAS, the legal description set forth on h gage 3 begin- ning at line 18 of Agreed Settlement and Order anti Decree of Appro- priation as follows: "A portion of Alderwood Manor, #9, Block 5, Lot 18, lying south of section line, described as .follows: Beginning at the northwest corner of said Lot 18 lying south of section line; thence commencing south along •the'west line thereof a distance of 1.40 feet more or less'; thence east 120 feet along the south line;,thence east 150 -feet; thence north 35 feet more or .less to the intersection of section line; thence west 270 4 feet along section line to point of beginning; all in Snohomish County, Washington. shall be corrected to read as follows: That portion of Lot -18, Block 5, Alderuood xanor No. 9, lying within the NE 1/4 of the NW 1/4 of - section 30, Township 27 North, Range 4 Last, W.M., and more particularly described as followz: Beginning at the intersection of the West line -of Lot 18 with the North line of Sect.j.on• 30; .thence South along said s+est line t4 the northwest corner of Parcel "A" of those tracts conveyed.to the City of Edmonds and recorded under Auditor'.s rile No. 1385953, records of Snohomish County, Washington; , thence East along the North line of said•Parcel."A" 120.00 feet to the northeast corner thereof; thence North parallel to the+West line of Lot 13 to its intersection with the North line of Parcel "E" as recorded under Auditor's•File No. 1305953 projected Stipulation and Agreed Order Amending and Correcting the Legal,Description: Cotr P�-- '� '= �` T P `int and order and Decree of Appropriation -1- L- 0M.-1 OCOEN, OCOEN 7' LUlllt{T � Ic [� wt ►..... r.....►.iia,.a I. f••hl.. W. JI•ol:• KICI 1 � 7UN-20-1999 10:40 • �DOUIST HOMES INC I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 i5 16 17 is 19 20 21 22 23 24 25 26 27 28 29 30 31 • 4257700022 P.ili15 westerly; thence East along,'said North line to its intersection ,with the East line of Lot 18; thence North along said East line to its inter- section with the North line of Section 30; thence Hest along said North line to the Point of Beginning. Subject to 50' road extension per par. 3 of Stipulation DATED this 23rd day of May, 1977. L ' Johannes A_ Watness Attorney for Respondent, ; E. M. Rendler, at al. MGayl rd Riach Attorney for Respondent, 4Suc t 3o n ..Wallace A t ney for petitioner, w City of Edmonds StipulaCion and Agreed Order Amending '—C�•1 oeoert,oavctir►wirt+r and Correcting the Legal Descritpion ,, ..,,,,„„tot Contained in Agreed Settlement and*Y►+»+*� Order and Decree of Appropriation -2- -�'^ ....-. .. ._. .. ... .. .. •:1:. ..- ... .. 1� ... ._.•.. "'•moi:_ .�.:.��_. ..••. ��; ytf.� `wT JUN=110-1999 10:.41 • �IDOUIST HOMES INC • 4257706022 P.12/15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 ORDER AMENDING'AGREED SETTLEMENT ANN ORDER AND DECREE OF APPROPRIATION THIS MATTER having come on regularly For hearing this day before the undersigned, Judge of the above -entitled Court, on the'basis of the foregoing Stipulation and the Court being otherwise fully advised in the premises, .now, therefore, it is hereby' ORDERED, ADJUDGED AND DECREED that the Agreed Settlement and Order and Decree of.Appropriation entered in this action on May 3, 1977,'be and the same is hereby-ameinded to substi- tute for the legal description contained -on page 3, lines 18 through 24, on said Agreed Settlement and Order ana.Decree of Appropriation, the following correct legal•description: That portion.of Lot 18, Block 5, Alderwood Manor No .. 9, lying Within the NE 1/4 of the NW 1/4 of.5ection 30, Tovnship 27 North, Range 4 East, W.M., and more par- ticularly described as follows: h Beginning at the intersection of the West line of Lot 18 with the North line.of Section 30; thence South along said Nest line to the northwest corner of parcel. "A" of those tracts conveyed to the City of Edmonds and re- corded under Auditor's File No. 1385953, records of Sno- homish County; Washington; thence East along the North line of said Parcel "A" 120.00 feet to the northeast corner -thereof; thence North parallel to the West line of Lot 18 to its intersection with the North line of Parcel "B" as recorded under Auditor's File No_ 1385953 projected westerly; thence East along said North line to its intersection with the East line of Lot 18; thence North along said East line to its intersection with.the North line of Section 30; thence west along said Nort line to the Point of Beginning. Subieat Lq 5o' oad9 # . extension per Par. 3 o1 Stipulation. DONE IN OPEN COURT this day of AP RO ED AS TO FORM AND NOTICE OF PRESENTATION WAIVED' J. Gaylprd Riach✓ oliannes A. watness•- r ei•��+ert ttorney f or Respanden iso �C% at�dP'sBDeg: OE Ameend. Agree. Rendler. and Gross 'J 10-1999 10:37 • <_'.4,Plit1 G S �LDEl2►NOOD I 4v 30, T27//, 446 E &\� EX/97'inJG ' w.a-r-e c r-ANk fGL7i/NS OF t/Nr 0DOUIST HOMES INC 4257700022 R.03i15 So' s77AOX AC*CErs �v Acvoi./�1Ir. PROP . A.PPROX. 2 S .0 LEP .4:r iCE4CRVC/rV SUPER/OP t:-- t *" ;.. - 4-A'r C£Q.4.Q I :c.'•:. WIZ -AP AJO- 4SU 1 7 WOOD A 50, a�- 1 j •� � J( y I N I Q � I J tk of O. Z3' EA S T o.n'EAST I I �t `h O acc e��:ts..c.�•rr ALS ,r'c I Date: To: From: Subject: MEMORANDUM June 7, 1999 Street File — 8505 Bowdoin Way, Emergency Generator for Fire Station 6 4- Ate,- 9f -Lot Steve Bullock . Senior Planner ADB WAIVER FOR AN EMERGENCY GENERATOR FOR FIRE STATION 6. The Fire Department is proposing to place an emergency generator on the side of their facilities under a little shed roof at 8505 Bowdoin Way. The location of the generator and its shelter is inconspicuous and consistent with the development of the rest of the site. For that reason I am making the determination that the application is complete and that the proposed change to the sign is consitant with existing approvals on the site and the City's Design Review Criteria. With that, I am giving the project an administrative approval, waiving the requirement to go before the ADB. Attachments 1. Elevations PC: City of Edmonds cat Planning Division 98201SR.DOC 06107/99. We April 15, 1998 ADaPT Job No. S-WA98-989-1 Western Wireless Corporation 3650 — 131" Avenue Southeast, Suite 400 Bellevue, Washington 98006 Attention: Mr. Nathan Pierce Subject: Phase I Environmental Site Assessment Five Corners - Fire Station SE- 1626-B 8505 Bowdoin Way Edmonds, Washington Dear Mr. Pierce: 0.0 ADaPT Engineering, Inc. 800 Maynard Avenue South, Suite 403 Seattle, Washington 98134 Tel (206) 654-7045 Fax (206) 654-7048 �3 FILE ADaPT Engineering, Inc. (ADaPT) is pleased to present the results of our Phase I Environmental Site Assessment for the above -referenced property. This assessment was performed in general accordance with ASTM Practice E 1527-97. Authorization to perform this project was verbally given to ADaPT by Mr. Nathan Pierce of Western Wireless Corporation on March 20, 1998. ADaPT appreciates the opportunity to be of service to you on this project. Should you have any questions concerning this report, or if we can assist you in any way, please feel free to contact us at (206)654-7045. Respectfully Submitted, ADaPT Engineering, Inc. Adam E. Escalona Environmental Assessor AEE/aee �► • o ADaPT Engineering, Inc. TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY.............................................................................................................................. 1 2.0 INTRODUCTION........................................................................................................................................... 2 2.1 PURPOSE...........................................................................................................................................................2 2.2 SPECIAL TERMS AND CONDITIONS..................................................................................................................... 2 2.3 SCOPE OF WORK ............................. :................................................................................................................. 2 2.4 LIMITATIONS.....................................................................................................................................................3 3.0 SITE DESCRIPTION....................................................................................................................................... 3 3.1 LOCATION.........................................................................................................................................................3 3.2 SITE AND VICINrrY CHARACTERISTICS.............................................................................................................. 3 3.3 DESCRIPTION OF IMPROVEMENTS...................................................................................................................... 4 4.0 INTERVIEWS, REPORTS, AND ENVIRONMENTAL LIENS..................................................................... 4 5.0 PHYSICAL SETTING..................................................................................................................................... 5 5.1 REGIONAL PHYSIOGRAPHIC CONDITIONS.......................................................................................................... 5 5.2 GEOLOGIC AND SOIL CONDITIONS..................................................................................................................... 5 5.3 GROUNDWATER CONDITIONS............................................................................................................................ 5 5.4 DRINKING WATER SUPPLIES AND WATER WELLS............................................................................................. 6 6.0 HISTORICAL USE INFORMATION............................................................................................................. 6 6.1 - HISTORICAL SOURCES....................................................................................................................................... 6 6.2 HISTORICAL FINDINGS...................................................................................................................................... 7 7.0 RESULTS OF RECONNAISSANCE.............................................................................................................. 9 7.1 ON-SITE INSPECTION OBSERVATIONS................................................................................................................ 9 7.2 ADJACENT SITE AND VICINITY OBSERVATIONS............................................................................................... 10 8.0 STANDARD REGULATORY AGENCY ENVIRONMENTAL RECORD SOURCES ............................... 10 8.1 CERCLIS AND NPL....................................................................................................................................... 11 8.2 CONFIRMED AND SUSPECTED CONTAMINATED SITES REPORT......................................................................... 11 8.3 RCRA TOTAL NOTIFIERS, TSD, AND CORRACTS TSD................................................................................ 11 8.4 UNDERGROUND STORAGE TANKS................................................................................................................... 11 8.5 LEAKING UNDERGROUND STORAGE TANKS.................................................................................................... 11 8.6 EMERGENCY RESPONSE NOTIFICATION SYSTEM SPILL REPORT..................................................................... 12 8.7 LANDFILLS..................................................................................................................................................... 12 9.0 CONCLUSIONS AND RECOMMENDATIONS........................................................................................ 12 Attachments: Figure 1 - Location/Topographic Map Figure 2 - Parcel Map Figure 3 - Vicinity Map Figure 4 - Site Plan 9 • Western Wireless Corporation ADaPT Job No. S-WA98-989-1 April 15, 1998 Page 1 1.0 EXECUTIVE SUMMARY taPTEngineering, Inc. 9 9� ADaPT is pleased to present the results of the Phase I Environmental Site Assessment (Phase 1) for a portion of a site (host parcel) that Western Wireless Corporation proposes to lease (proposed lease area). The host parcel is located at 8505 Bowdoin Way in Edmonds, Washington. Following is a summary of the Phase I: Site Description: The host parcel is comprised of two separate tax parcels (East Parcel and West Parcel). The East Parcel is irregular-shaped, covers a reported 0.54 acres, and is developed with a City of Edmonds fire station. The West Parcel is L-shaped, with the inside corner facing southeast, covers a reported 0.82 acres, and is developed with two City of Edmonds water tanks and a pump station. (see Section 3.0). Site History: Historical research (see Section 6.0) revealed current -existing station buildings on the East Parcel were developed in 1957 and 1989. The water tanks on the West Parcel were reportedly constructed in 1960 and 1979. A 1947 aerial photograph shows three structures on the host parcel whose use ADaPT was unable to document. Judging from the rural and undeveloped nature of the area surrounding the host parcel in the 1947 aerial photograph, it is unlikely the host parcel was developed with a facility that may have used hazardous substances prior to 1940. Regulatory Agency Information: A review of regulatory agency lists and databases (see Section 8.0) revealed the presence of a two sites in the subject area with reported environmental concerns. These sites appear to be situated in positions that are inferred to be hydrologically non -tributary to the host parcel, based on the topography. Considering this, it is unlikely the reported contamination at these sites would migrate to the host parcel. Site Reconnaissance: The site reconnaissance (see Section 7.1) did not reveal the presence of the following recognized environmental conditions on the host parcel or proposed lease area: underground or above ground storage tanks containing hazardous substances; lagoons; landfills; pipelines; hazardous materials and hazardous waste storage/disposal areas including sumps, pits, ponds, drums of hazardous substances; dead and chemically stressed vegetation; discarded electrical transformers and capacitors; construction materials suspected to contain hazardous materials, including asbestos; groundwater monitoring wells; obvious locations of past and present chemical disposal. Conclusions: The Phase I did not reveal the presence of recognized environmental conditions (as defined by ASTM Practice E1527-97) associated with the host parcel, proposed lease area, and immediate surrounding area, that in ADaPT's professional opinion, have resulted in a release of hazardous substances or petroleum products to the host parcel and proposed lease area. As such, it is ADaPT's professional opinion that a Phase II Environmental Site Assessment for the proposed lease area is unwarranted at this time. The Executive Summary is intended for introductory purposes only and should be used in conjunction with the full text of this report. 00 Western Wireless Corporation ADaPT Job No. S-WA98-989-1 April 15, 1998 Page 2 2.0 INTRODUCTION 2.1 Purpose • OaPT Engineering, Inc. The purpose of the Phase I is to evaluate the proposed lease area and host parcel for indications of recognized environmental conditions due to previous or ongoing, on-site and off-site activities or conditions. Where applicable, the Phase I also strives to satisfy one of the requirements to qualify for the innocent purchaser/landowner defense to Comprehensive Environmental Response, Compensation and Liability Act, 42, U.S.C. 9601, et seq. (CERCLA) liability. The Washington Model Toxics Control Act (MTCA), Chapter 70.105D Revised Code of Washington (RCW) has a similar provision for exemption from liability. The Phase I endeavors to provide "all appropriate inquiry into the previous ownership and uses of the property consistent with good commercial or customary practice in an effort to minimize liability" as stated in CERCLA and MTCA. 2.2 Special Terms and Conditions Authorization to perform this Phase I was verbally given by Mr. Nathan Pierce of Western Wireless Corporation on March 20, 1998. 2.3 Scope of Work The scope of work for this study consisted of gathering reasonably ascertainable information in general accordance with the American Society for Testing and Materials (ASTM) Standard Practice for Phase I Environmental Site Assessments (ASTM Practice E 1527-97). Specifically, this Phase I consisted of the following: • A reconnaissance to assess the host parcel, the proposed lease area, and the parcels immediately surrounding the host parcel for recognized environmental conditions. • A review of regulatory agency (U.S. Environmental Protection Agency, Washington State Department of Ecology, etc.) database lists, and individual site files, if necessary, to evaluate reported environmental concerns near the host parcel. • A survey of available local geologic and topographic maps, as well as additional information concerning public andprivate water sources in the project vicinity. • A review of historical sources including available business directories, aerial photographs, maps, tax assessment records, and building/planning department records. The historical information was used to evaluate past and present land use at the host parcel and immediate surrounding area to document businesses, activities, or conditions that could possibly compromise the environmental integrity of the host parcel and proposed lease area. • Preparation of a report documenting the findings of the Phase I and our opinion of the possibility that contamination of the host parcel and proposed lease area may exist due to on-site or nearby off- site land use activities. go Western Wireless Corporation ADaPT Job No. S-WA98-989-1 April 15, 1998 Page 3 2.4 Limitations • 11., Engineering, Inc. This assessment is intended to provide the client with information regarding apparent suspicions of existing and potential recognized environmental conditions associated with the subject property. ADaPT warrants that this Phase I Environmental Site Assessment was performed using generally accepted, good commercial and customary environmental assessment practices. ADaPT believes that the information obtained from the records review and the interviews concerning the site is reliable. However, ADaPT cannot and does not warrant or guarantee that the information provided by these other sources is accurate or complete. No other warranty, either implied or express is given. Environmental impairment of property because of activities such as illicit or unreported dumping or spilling of hazardous or deleterious materials may not be readily apparent. The opinions and conclusions presented in this report are based on information readily available at the time of the assessment. The collection of quantitative information, such as data generated by the analysis of soil or water samples, was beyond the scope of this assessment, excluding the soil sampling and testing specified in the fifth bulleted item in Section 2.3. The Phase I does not address the ASTM Phase I non -scope issues of asbestos, radon, lead- based paint, lead in drinking water, and wetlands. Other project specific limitations are presented in the appropriate sections of this report. This report has been prepared for the exclusive use of Western Wireless Corporation and their agents for specific application to the project site. Use or reliance upon this report by a third is at their own risk. ADaPT does not make any representation or warranty, express or implied, to such other parties as to the accuracy or completeness of this report or the suitability of its use by such other parties for any purpose whatever, known or unknown, to ADaPT. 3.0 SITE DESCRIPTION A Location/Topographic Map (Figure 1), Parcel Map (Figure 2), Vicinity Map (Figure 3), and Site Plan (Figure 4) are attached at the end of the report. 3.1 Location The host parcel is located at 8505 Bowdoin Way in Edmonds, King County, Washington (Section 30, Township 27 North, Range 4 East, W.M.). 3.2 Site and Vicinity Characteristics The host parcel is comprised of two separate tax parcels (East Parcel and West Parcel). The East Parcel is irregular-shaped, covers a reported 0.54 acres, and is developed with a City of Edmonds fire station. The West Parcel is L-shaped, with the inside corner facing southeast, covers a reported 0.82 acres, and is developed with two City of Edmonds water tanks and pump station. . According to the project plan provided by Western Wireless Corporation, the proposed lease area is situated near the northwest corner of the East Parcel and the inside corner of the West Parcel. The dimensions of the proposed lease area are 25 -feet -by -25 -feet. The proposed lease area will support a 110 -foot tall monopole, and associated cellular equipment. It., Engineering, Inc. 9 9� Western Wireless Corporation ADaPT Job No. S-WA98-989-1 April 15, 1998 Page 4 According to the United States Geological Survey (USGS) 7.5 minute series topographic map "Edmonds East" (1953, revised 1981), the host parcel is at an elevation of approximately 420 feet above mean sea level. Topographically, the host parcel slopes down from the west to east, their being an estimated five to ten foot difference in elevation between the west and east ends of the host parcel. The host parcel is covered with areas of asphalt and concrete paving, site structures, gravel, lawn and landscaped areas, or is uncovered. The proposed lease area is relatively level and uncovered. The host parcel is bordered on the north by an undeveloped parcel; on the east by an apartment complex; on the south by Bowdoin Way, beyond which are residences; and on the west by Summit Lane, beyond which are residences and an apartment complex. 3.3 Description of Improvements The East Parcel is developed with three buildings that comprise the City of Edmonds Fire Station No. 2. At the southeast corner of the parcel is a 1,728 square foot station building constructed in 1957. The building is of masonry construction on a concrete foundation. North of this building is a 1,600 square foot station building constructed in 1989. The north end of this station building appears to lie on the north leg of the West Parcel. This building is wood -frame on a concrete foundation. Both buildings have two garage bays. The West Parcel is developed with two above ground water storage tanks reported to be 1.5 million gallons each. The tanks were constructed in 1960 and 1979, and are of steel construction on a concrete foundation. At the east -center end of the west parcel is a 476 square foot garage constructed in 1979. The building is of wood -frame construction on a concrete foundation. On the north leg of the West Parcel, north of the East Parcel, is a one-story temporary office building of an estimated 1,000 to 1,500 square feet that is used by the City of Edmonds Fire Station No. 2. The host parcel is serviced by municipal water, sanitary sewer, and storm sewer (City of Edmonds); electrical power (Snohomish County Public Utilities District No. 1); natural gas; and telephone (GTE). 4.0 INTERVIEWS, REPORTS, AND ENVIRONMENTAL LIENS Persons who may have information concerning environmental conditions at and surrounding the host parcel were interviewed. Pertinent information obtained during the interviews appears below, and in the appropriate sections of this report. Mr. Paul Mar of the City of Edmonds said he is unaware of environmental liens held on the host parcel. Mr. John Westphal, the fire marshal for the Edmonds fire department, saidhe is unaware of hazardous material spills at the host parcel. In addition, Mr. Westphal indicated the fire station has not had a fueling facility. Previous environmental reports for the host parcel, if they exist, were not located and reviewed by ADaPT. ADaPT performed a concurrent Geotechnical Engineering Evaluation report of the proposed lease area (see Section 5.2). We Western Wireless Corporation ADaPT Job No. S-WA98-989-1 April 15, 1998 Page 5 5.0 PHYSICAL SETTING 5.1 Regional Physiographic Conditions • 11aPT Engineering, Inc. The host parcel is on the northern edge of a north -south trending ridge. The host parcel appears to lie within the drainage of Shell Creek, whose headwaters are northwest of the ridge. Shell Creek flows due northwest and empties into Puget Sound approximately two to three miles northwest of the host parcel. Overall, the host parcel lies on a rolling upland plain. 5.2 Geologic and Soil Conditions ADaPT completed a Geotechnical Engineering Evaluation of the proposed lease area (ADaPT Report No. S-WA98-989, dated April 1, 1998). The geotechnical evaluation included the drilling of one test boring to a depth of approximately 30 feet below ground surface (bgs). Surficial soils encountered at the boring location consisted of 6 inches clayey topsoil overlying 5.5 feet of brown, damp, medium dense to dense, silty gravelly sand, interpreted to be fill soils. Native soils below the fill soils consisted of tan, damp, very dense, silty sand with some gravel interpreted to be unweathered glacial till that extended to the full depth explored. The materials below the 6 -foot depth are very dense and interpreted to have been glacially overridden. These soils have been compressed by the weight of thousands of feet of glacial ice and are considered to be relatively incompressible. 5.3 Groundwater Conditions Near -surface or perched groundwater typically occurs when an underlying soil layer of lessor permeability prevents the downward percolation of water. Water will build up above the less permeable soil such as glacial till, and move laterally in the more permeable overlying soils. Wet or saturated soils may also be encountered at depth due to cleaner sand and gravel zones. Groundwater conditions should be expected to fluctuate due to season, amount of precipitation, and other on-site and off-site factors. Near -surface groundwater was not encountered in the 30 -foot boring that ADaPT drilled at the host parcel as part of the concurrent Geotechnical Engineering Evaluation. Soil samples obtained below the 23 -foot depth intervals became moist. Although groundwater flow direction is difficult to predict without the installation of at least three monitoring wells that measure water levels over time, an estimate of possible near -surface groundwater flow direction is provided to help evaluate potential on-site and off-site contaminant impacts. Groundwater flow direction is the path along which dissolved contaminants might migrate if present in groundwater supplies. Typically, in this region, the near -surface groundwater flow direction generally follows topography. For example, the subject area slopes down from the west to the east, and so near -surface groundwater flow direction likely follows the topography and moves toward the east. Variations in this assumed flow direction may exist that would remain uncharacterized without performing a subsurface exploration program with groundwater monitoring wells, which is beyond the scope of the Phase I. so Western Wireless Corporation ADaPT Job No. S-WA98-989-1 April 15, 1998 Page 6 5.4 Drinking Water Supplies and Water Wells • 11aPT Engineering, g ng, Inc. The subject area obtains its public drinking water supply from the City of Edmonds, which obtains its water supply from the City of Seattle and the City of Everett. The City of Seattle obtains its drinking water supply from reservoirs on the Cedar River and Tolt River in southeast and northeast portions of King County, respectively. The City of Everett obtains its drinking water supply from Spada Lake in central Snohomish County. Based on the separation distances, it is highly unlikely these drinking water supplies would be influenced by the host parcel. A review of water well reports at the Washington Department of Ecology (Ecology) Northwest Regional Office in Bellevue, Washington did not reveal the presence of drinking water wells located within one mile of the host parcel. 6.0 HISTORICAL USE INFORMATION This section is divided into two subsections. The first subsection (Section 6.1) summarizes the various historical sources that were consulted. The second subsection (Section 6.2) is a decade by decade discussion of the historical uses of the host parcel and immediate surrounding area. 6.1 Historical Sources The land use history of the host parcel and immediate surrounding area was researched utilizing the various reasonably ascertainable sources described below. Tax Assessment Records We obtained tax assessment information from the Snohomish County Department of Assessments. The tax identification numbers for the East Parcel and West Parcel are 3736-005-018-0301 and 3736-005-018- 0202, respectively. Aerial Photographs ADaPT reviewed aerial photographs from the years 1947, 1955, 1967, 1976, 1981, 1985, 1989, 1993, and 1997 at Walker & Associates, Inc. of Tukwila, Washington. The photographs range in scale from 1:1,000 to 1:2,000, and are black and white and color. In the review of the aerial photographs, observations are interpretative and limited to the area within approximately one -quarter -mile of the host parcel. The scale of each photograph did not provide a clear image of specific site characteristics. However, we were able to discern the absence and presence of structures on the host parcel, as well as developmental trends in the immediate subject area. �a,T Engineering, Inc. Western Wireless Corporation ADaPT Job No. S-WA98-989-1 April 15, 1998 Page 7 Historical Maas We reviewed several versions of the USGS 7.5 minute series topographic map "Edmonds East". The dates of the map are 1953, and photorevisions of the 1953 map dated 1968, 1973,and 1981. We reviewed the collection of Sanborn Map Company fire insurance maps at Suzallo Library at the University of Washington. Sanborn maps, as they are commonly referred, typically detail building construction type and use, and may show underground and above ground storage tanks, chemical storage areas, and other recognized environmental conditions. The Sanborn Map Company published maps dating from 1867 to the present for various cities and towns, and therefore the maps are a good source for identifying the past uses of a property. The reviewed collection did not have Sanborn maps of the subject area. Business Directories In an effort to document past uses of the host parcel and immediate surrounding area, ADaPT reviewed available historical business directories such as those published by Cole Publications. These directories are commonly known as Cole directories. ADaPT reviewed the business directory collection at the main branch of the Seattle Public Library. Specific directories we reviewed included Cole directories for Seattle and vicinity dated 1969, 1973, 1977, 1988-89, 1992-93, and 1997. 6.2. Historical Findings Following is a decade by decade discussion of the uses of the host parcel and immediate surrounding area. Prior to 1940 ADaPT encountered a data failure because we did not find historical information related to the host parcel that is specifically dated prior to 1940. A 1947 aerial photograph shows structures that may comprise a farm on the host parcel. ADaPT was unable to document the exact use or construction date of the structures. Our research included interviews with City of Edmonds officials and persons with the Edmonds Historical Society. The structures do not appear to be a commercial facility that may use hazardous substances such as a service station. 1940s A 1947 aerial photograph shows the host parcel occupied by two to three structures that may be a farm. The Structures appear to be mostly on the West Parcel. The areas immediately to the north and east of the host parcel are undeveloped. South of the host parcel is Bowdoin Way, beyond which is a farm with small orchard. West of the host parcel is Summit Lane, beyond which is a residence and an apparent farm with coops or stables. 00 .PT Engineering, Inc.9 9� Western Wireless Corporation AMPT Job No. S-WA98-989-1 April 15, 1998 Page 8 1950s A 1955 aerial photograph show at least five buildings on the host parcel. The buildings appear to also cover portions of the north adjoining parcel that for the most part, is cleared and undeveloped. A residence is evident on the parcel immediately to the east of the host parcel that is currently occupied by the Summit Place Apartments. South of the host parcel, current -existing residences are evident on the south side of Bowdoin Way. Beyond Summit Lane to the west of the host parcel, the current -existing residences and apartment complex are present. A 1953 topographic map shows one structure on or near the northwest corner of the host parcel. Other structures are depicted on the immediate surrounding parcels and generally correspond to the structures noted in the 1955 aerial photograph. The current -existing street grid surrounding the host parcel is present. Tax assessment records indicate the station building at the southeast corner of the host parcel was constructed in 1957. The tax records indicate the building as having electric baseboard heat and natural gas/hot water heat. 1960s A 1967 aerial photograph shows the addition on the host parcel of the southern of the two, current -existing water tanks. Tax assessment records indicate the tank was constructed in 1960. Some of the buildings noted on the host parcel in the earlier dated aerial photographs remain in the area where the northern water tank is currently situated. The areas immediately surrounding the host parcel appear to be developed much as they are in the 1955 aerial photograph. A 1969 Cole directory does not list addresses on Bowdoin Way in the subject area. A 1968 photorevised version of the 1953 topographic map shows the addition of the water tank at the south end of the West Parcel. 1970s A 1976 aerial photograph shows the host parcel developed with the original station building. North of the station building is a structure that tax assessment records indicate was a garage constructed in 1975. The buildings previously noted at the northwest corner of the host parcel, and on the north -adjoining parcel, are no longer present. The residence immediately to the east of the host parcel is no longer evident in the 1976 aerial photograph. Tax assessment records indicate the service garage and northern tank on the west parcel were constructed in 1979. Cole directories dated 1973 and 1977 do not list the host parcel address of 8505 Bowdoin Way. Surrounding addresses on Bowdoin Way are listed as being occupied by individual names, which typically indicates a residence. 00 Western Wireless Corporation ADaPT Job No. S-WA98-989-1 April 15, 1998 Page 9 • ., Engineering, Inc. A 1973 photorevised versions of the 1953 topographic map shows the host parcel and immediately surrounding area essentially unchanged from the 1968 map. 1980s A 1981 aerial photograph shows the host parcel occupied by the first station building and garage, and both current existing water tanks. Vehicles appear to be parked on the north -adjoining parcel. The current - existing Summit Place Apartments have been developed immediately to the east of the host parcel. The areas immediately to the south and west of the host parcel are developed as today. Aerial photographs dated 1985 and 1989 show the host parcel and immediate surrounding area developed much as they appear in the 1981 aerial photograph, with the exception that there is no parking on the north -adjoining parcel. A Cole directory dated 1988-89 does not list the host parcel address of 8505 Bowdoin Way. Surrounding addresses on Bowdoin Way are listed as residential. A 1981 photorevised version of the 1953 topographic map shows the host parcel and immediately surrounding area essentially unchanged from the 1973 map. 1990s Aerial photographs dated 1993 and 1997 show the host parcel and surrounding area developed as they are today. The temporary structure on the host parcel is apparent on the 1997 aerial photograph only. Cole directories dated 1992-93 and 1997 do not list the host parcel address of 8505 Bowdoin Way. Surrounding addresses on Bowdoin Way are listed as residential. 7.0 RESULTS OF RECONNAISSANCE 7.1 On -Site Inspection Observations An ADaPT representative conducted a reconnaissance of the host parcel on April 2, 1998. The purpose of the site reconnaissance was to evaluate current conditions at the host parcel and to look for recognized environmental conditions. The reconnaissance consisted of walking and observing the host parcel and proposed lease area to provide an overlapping field of view. The site structures were not accessed by ADaPT personnel. The site reconnaissance did not reveal signs of the presence of the following on the host parcel or proposed lease area: underground or above ground storage tanks containing hazardous substances; lagoons; landfills; pipelines; hazardous materials and hazardous waste storage/disposal areas including sumps, pits, ponds; dead and chemically stressed vegetation; discarded electrical transformers and capacitors; construction materials suspected to contain hazardous materials, including asbestos; groundwater monitoring wells; obvious locations of past and present chemical disposal. Between the two station buildings were five plastic 55 -gallon drums that Mr. John Westphal, the City of Edmonds fire marshal said contain fire fighting foam that is similar to soap. so Western Wireless Corporation ADaPT Job No. S-WA98-989-1 April 15, 1998 Page 10 • IPT Engineering, g g, Inc. During the concurrent geotechnical evaluation (see Section 5.2) of the proposed lease area that included the drilling of one boring, ADaPT personnel did not observe soils that exhibited discoloration or unusual odors indicative of a hazardous substance or petroleum release. 7.2 Adjacent Site and Vicinity Observations A representative of ADaPT conducted a reconnaissance of the area surrounding the host parcel on April 2, 1998. The purpose of this reconnaissance was to observe land use in the host parcel vicinity and to evaluate the potential for nearby businesses to generate, use, or store hazardous substances that may affect the host parcel. The off-site reconnaissance was non -intrusive with the adjoining properties observed from the host parcel and public right-of-ways. North Immediately north of the host parcel is an undeveloped parcel that is partially covered with trees. East Immediately to the east of the host parcel are the Summit Place Apartments. Beyond the apartments is a residence and a strip mall with a dry cleaners. This area is downslope of the host parcel thus a possible release at the dry cleaners in unlikely to affect the host parcel. South Bowdoin Way is immediately to the south of the host parcel, beyond which are single-family residences. West Immediately to the west of the host parcel is Summit Lane, beyond which are single family residences and an apartment complex. 8.0 STANDARD REGULATORY AGENCY ENVIRONMENTAL RECORD SOURCES Publicly available and practically reviewable regulatory agency reports generated from databases were reviewed with respect to the host parcel. The reports, obtained from federal, state, and local government agencies, were reviewed in an effort to document any reported environmental concerns that have occurred at the host parcel or in the surrounding area. Sites or facilities appearing on the reviewed reports, within a certain search distance of the host parcel, are discussed below. The search distances ADaPT utilizes for Phase I reports meet those specified in ASTM Practice E 1527-97. The following reports were reviewed (the search distance for each report is listed in parentheses): U.S. Environmental Protection Agency (EPA) Comprehensive Environmental Response, Compensation, and Liability Information System (CERCLIS) report (one-half mile) and sites on the National Priority List (one mile). Washington State Department of Ecology's (Ecology) Confirmed and Suspected Contaminated Sites report (one mile). The EPA's Resource Conservation and Recovery Act (RCRA) total notifiers report (host parcel and adjoining properties), including RCRA Treatment, Storage, and Disposal (TSD) facilities (one-half mile), and TSD facilities subject to Corrective Action (CORRACTS) under RCRA (one mile). 00 Western Wireless Corporation ADaPT Job No. S-WA98-989-1 April 15, 1998 Page 11 a PaPT Engineering, Inc. • Ecology's Underground Storage Tank registration list (host parcel and adjoining properties). • Ecology's Leaking Underground Storage Tank list (one-half mile). • Emergency Response Notification System (ERNS) Spill Report (host parcel). • Landfills (one-half mile). 8.1 CERCLIS and NPL The CERCLIS database is used by EPA to track activity conducted under the Superfund program including sites that represent a long-term threat and are classified on the National Priorities List (NPL). The review of the database (dated October 23, 1997) revealed no CERCLIS sites located within approximately one-half mile of the host parcel, and no NPL sites located within approximately one mile of the host parcel. 8.2 Confirmed and Suspected Contaminated Sites Report Ecology's Confirmed and Suspected Contaminated Sites (CSCS) report lists suspected or confirmed hazardous substance sites in the state of Washington. The reviewed CSCS report (dated November 20, 1997) includes one CSCS site located within approximately one mile of the host parcel. The site is listed as Briar Development at 21808 HWY 99 located approximately one mile east-southeast of the host parcel. This CSCS site is situated in a position that appears to be hydrologically non -tributary to the host parcel, based on the topography, and thus it is unlikely the reported contamination at this site would migrate to the host parcel. 8.3 RCRA Total Notifiers, TSD, and CORRACTS TSD The RCRA total notifiers report is.a list of regulated generators, handlers, transporters, and disposers of hazardous materials. Listing on the RCRA report does not indicate a facility has been adversely affected by a hazardous material, but merely that the facility is required to monitor and document hazardous waste activities to EPA or Ecology. The reviewed RCRA report (dated February 18, 1998) does not list the host parcel or adjoining parcels as having RCRA facilities. The RCRA total notifiers report does not list TSD facilities located within one-half mile of the host parcel. The TSD CORRACTS report (dated January 12, 1998) does not list TSD CORRACTS facilities that are situated within one mile of the host parcel. 8.4 Underground Storage Tanks Ecology's report of registered USTs (dated March 3, 1998) lists registered USTs in the state of Washington. The reviewed report does not include a UST facility on the host parcel or on adjoining parcels. 8.5 Leaking Underground Storage Tanks Ecology's leaking UST (LUST) list is limited to reported leaking USTs. A review of Ecology's listing of LUST facilities dated March 3, 1998 revealed one LUST facility located within approximately one- half mile of the host parcel. The facility is listed as RESIDENTIAL UST at 8030 215TH ST SW located approximately one-quarter mile east of the host parcel. This LUST facility is situated in a position that *0 q aPT Engineering, Inc. 9 9� Western Wireless Corporation ADaPT Job No. S-WA98-989-1 April 15, 1998 Page 12 appears to be hydrologically non -tributary to the host parcel, based on the topography, and thus it is unlikely contamination at the LUST facility would migrate to the host parcel. 8.6 Emergency Response Notification System Spill Report The Emergency Response Notification `System (ERNS) Spill Report is a national database used to collect information on reported accidental releases of oil and hazardous substances. The database contains information from spill reports made to federal authorities including the EPA, the United States Coast Guard, the National Response Center, and the United States Department of Transportation. A review of the yearly ERNS lists, dated from January 1987 through March 4, 1998 did not reveal the host parcel to be listed. 8.7 Landfills Two listings/studies/reports of landfills compiled by Ecology and the local health department were reviewed for landfills located within an approximate one-half mile radius of the host parcel. The reviewed documents included the Snohomish Health District's "Solid Waste Sites of Record" (June 2, 1997), and Ecology's listing of Municipal Solid Waste (MSW) facilities located in the state of Washington (dated November 22, 1996). The reviewed listings/studies/reports do not include landfill sites located within one-half mile of the host parcel. 9.0 CONCLUSIONS AND RECOMMENDATIONS The Phase I did not reveal the presence of recognized environmental conditions (as defined by ASTM Practice E1527-97) associated with the host parcel, proposed lease area, and immediate surrounding area, that in ADaPT's professional opinion, have resulted in a release of hazardous substances or petroleum products to the host parcel and proposed lease area. As such, it is ADaPT's professional opinion that a Phase II Environmental Site Assessment for the proposed lease area is unwarranted at this time. 00) Western Wireless Corporation AMPT Job No. S-WA98-989-1 April 15, 1998 Page 13 0 f9aPT Engineering, Inc. ADaPT appreciates the opportunity to be of service to you on this project. Should you have any questions concerning this report, or if we can assist you in any way, please contact us at (206) 654-7045. Respectfully Submitted, ADaPT Engineering, Inc. 4zzz x Adam E. Escalona Environmental Assessor Daryl S. Petrarca, R.E.A. Vice President of Environmental Services Senior Reviewer AEE/aee Z nn1 ALDE OD MANOR NO 901 3736 04' j ' I .0I Q /9 X04 \5 6� T W/CKS TR041!�l 2 Isp S - ii Y ADD. . (6/3 4) i i 0 5 4 3 5'DY,S ADD. 214Th � 9 TO 0 5 R/DGE j PL S. 1.4 EDMONDS - /3 14 4 3 NOT TO SCALE ADaPT Engineering, Inc. FIGURE 2 - Parcel Map Location : WW PCS SE -16268 800 Maynard Avenue S., Suite 403 8505 Bowdoin Way Seattle, Washington 98134 Edmonds, Washington 98020 Ph : 206.654.7045 Fax : 206.654.7048 Client : Western Wireless Date : 4/8/98 Job # :S—WA-98-989-1 APARTMENTS LL) z J H N RESIDENCES VACANT RESIDENCE I I I I I 1 II WEST I EAST PARCEL ( PARCEL I I I I I / I / y I / 4P 1 / O� L00 O 0 -b. INFERRED NEAR—SURFACE GROUNDWATER FLOW DIRECTION RESIDENCES SUMMIT PLACE AP TS. RESIDENCES NOT TO SCALE ADaPT Engineering, Inc. FIGURE 3 - Vicinity Map Location : WW PCS SE -1626B 800 Maynard Avenue S., Suite 403 8505 Bowdoin Way Seattle, Washington 98134 Edmonds, Washington 98020 Ph : 206.654.7045 Fax : 206.654.7048 Client : Western Wireless Date 4/8/98 Job # :S—WA-98-989-1 '%r rr P-`-�. •�.ys --�� r �,n. T �, bF }•'.�,`T wx i � ve .- -�*, o't7` � gr ji+ Y: -fir 4'-s A ;a sr •}:•0 V. s ' r ! .j .. tfi l , rs� 'till FY •4. H , s. V`^fa lam, F"Jr%:w, s �,.._, .i-4• i.,�i , Cit of Edm%� • City 'RIGHT-OF-WAY CONSTR(JCTION PERMIT Permit Number. 98_z 9- Issue Date: 10 I `'J) 98 A. Address or Vicinity of Construction: C tLanIL) jn.c. 189 - p B. Type of Work (be specific): i.01•'�'CCI�c"�IOIJ O'� 1 �O Tr . w��/�C�t,� C. Contractor: NW ��V�(�CZCI�L •� t11�SContact: Mailing Address: S'z� �� Phone: 1- Las - :22q �') State License #• (� t'i� Liability Insurance: _ Bond: $ D. Building Permit # (if applicable): o1r `/V-ISSuFb Side Sewer Permit # (ifapplicable): E. ❑ Commercial ❑ Subdivision ❑ City Project ❑ Utility (PUD, GTE, WNG, CABLE, WATER) ❑ •Multi -Family'. ❑ Single Family�, Other INSPECTOR: INSPECTOR: \/ o rrC u-n— F: Pavement or Concrete Cut: ❑ Yes ❑No-, G. Size,of Cut: x H. Charge $ APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application to hold 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 or 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 INSPEC- TION 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. Two sets of construction drawings of proposed work required with permit application. A 24 hour notice is required for inspection., Please call the. Engineering Division, 7.71 -0220. - Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic' Control and Public Safety shall be in accordance. with City regulations as required by the City- Engineer. All'street cut trench work shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. - I have read the above statements and understand the permit requirements and the pink copy of the permit will be available on site at all time for inspection purpRses. n Signature: .` APPROVED BY Date: ontractor or Agent)* CALL DIAL -A -DIG PRIOR TO BEGINNING MORK FOR CITY USE ONLY TIME AUTHORIZED: VOID AFTER 3o— DAYS SPECIAL CONDITIONS:6Ie*e at- D4 PSH t% - j RIGHT OF WAY FEE: .,.� DISRUPTIONFEEIFUND I11: RESTORATION FEE: T OT�L.F.EE: 3O �~ RE&PT NO.:�3� ISSUED BY :_ac�k NO WORK SHALL BEGIN PRIOR TO PERMITASSUANCE Eng. 1997 FIELD INSPECTION NOTES r Comments Diagram CONTRACTOR CALLED FOR INSPECTION • • r �r . 1 �A (Fund 111 - Route copy to Street Dept.) ❑ YES Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: 1 ■ Me A. Address or Vicinity of Construction: -85aS Raw Doo, f p B. Type of Work (be specific): 1�L�S�t �RdV�V�lI>`- wS+i -742 �d nc•`� lg9 !�)ttj WAY 959 C. "Contractor: Contact: W D, fF1 emir CcoP d . �. Mailing Address: �In Rio Phone: State License #: ISV�� TT', U-) 44 C1 q -U 4 Liability Insurance: Bond: $ /3n1/Ld1 1. _ -. .— . .. . . . . E. +^•...:-�aL,�':"�47�.s..��"az:��,�cd-.. ^;;"�r1-..f > -. �',//-' n�,,"*•;��: N•a+yr `� �, � �,,,r� =:w�,tae®Tk,*scry+o,:,n^:��"_.:�..-✓.�r-r,.^. e�,.r-,.i ..�cr�..,t^,e4+�.,r:r.-�.. :I" f "'l1N-'t,\,: :�,+,.�• '-rw:.sS(.•`4 •�, ten., {}, .. '� .-Cit,.of Edmori , RIGHT-OF-WAY CONSTRUCTION PERMIT, , Permit Number. 9P-2-("-5 Issue Date• \0-14-9p) ❑ Commercial ❑Subdivision ❑ Multi -Family ❑Single Family INSPECTOR: Side Sewer Permit # (if applicable): ❑ City Project �U Utility (PU , GT , WNG, CABLE, WATER) ❑ Other INSPECTOR: 2 � �� (-�.��(� • . �%� ',�c! t/IC�C1 r, `'tCJCJ F. Pavement or Concrete Cut : Yes []No G. Size of Cut: _� - x H. Charge $ APPLICANT TO READ AND SIGN 0 be made against the City of Edmonds, or any of its departments or employees, including or 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 MATER/ALS FOR APER/OD OF ONE YEAR FOLLOWING THE FINAL-INSPEC- TIONAND ACCEPTANCE OF THE WORK. EST/MATED RESTORATION FEES WILL BE HELD UNTIL, THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WH/CH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR I SSUANCE TO THE APPL/CANT. Two sets of construction drawings of proposed work required with pe$init application. A 24 hour notice is required for inspection. Please call the Engineering Division, 771-0220. , Work and material is to be inspected during progress and at completion. ... Restoration is to be in accordance with City Codes. " Street shall be kept clean at all times. " Traffic Control and Public Safety shall be in accordance with City regulations as required by the, City Engineer. All street cut trench work shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above statements and and Stan the permit requirements and the pink copy of the permit will be available on site at all times inspec se . ., Signature: Date: 10- 11-9 D (Contractor or Agent) CALL DIAL—A—DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: RIGHT OF WAY FEE:__ TIME AUTHORIZED: V ID AFTER 2,n4� DAYS DISRUPTION FEE/FUND 111: SPECIAL CONDITIONS: N P. RESTORATION FEE:__ T OTAL FEE: INDEMNITY: Applicant understands and by his signature to this application to hold the City of Edmonds harmless from injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may RECEIPT NO.: ISSUED BY: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Dir 1997 CONTRACTOR CALLED FOR INSPECTION 0 YES ❑ NO Partial Work I.nspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: LIE 1--T F E17 E SCHEDULE A. PAGE 2 PARCEL A: Commitment No.: S94356 FEB Part of Tract 18, Block 5, ALDERWOOD MANOR NO. 9, according to the plat thereof recorded in Volume 10 of Plats, page 6, records of Snohomish County, Washington, described as follows: BEGINNING at the Southwest corner of said Tract; THENCE North along the West line thereof 160 feet; THENCE East 120 feet; THENCE South 85.76 feet to the North margin of Bowdoin Way, as shown on said Plat; THENCE Southwesterly following the margin of Bowdoin Way, 142 feet, more or less, to the Point of Beginning. PARCEL B: That portion of Lot 18, Block 5, ALDERWOOD MANOR NO. 9, lying within the Northeast quarter of the Northwest quarter of Section 30, Township 27 North, Range 4 East, W.M. and more particularly described as follows: BEGINNING at the intersection of the West line of Lot 18 with the North line of Section 30; THENCE South along said West line to the Northwest corner of Parcel "A" of those tracts conveyed to the City of Edmonds and recorded under Auditor's File no. 1385953, records of Snohomish County, Washington; THENCE East along the North line of said Parcel "A" 120.00 feet to the Northeast corner thereof; THENCE North parallel to the West line of Lot 18 to its intersection with the North line of Parcel "B" as recorded under Auditor's File No. 1385953 projected Westerly; THENCE East along said North line to its intersection with the East line of Lot 18; THENCE North along said East line to its intersection with the North line of Section 30; THENCE West along said North line to the Point of Beginning. Situate in the County of Snohomish, State of Washington. END OF SCHEDULE A SCHEDULE A. PAGE 2 PARCEL A: •o Commitment No.: S94207 That portion of Tract 18, Block 5, ALDERWOOD MANOR NO. 9, according to the plat thereof recorded in Volume 10 of Plats, page 6, records of Snohomish County, Washington, described as follows: BEGINNING at the Southeast corner of said Tract; THENCE North along the East line thereof 120 feet; THENCE west 100 feet; THENCE South 167.23 feet to the North margin of Bowdoin Way; THENCE North 64°43' East along the margin of Bowdoin Way 110.59 feet to the Point of Beginning. PARCEL B: That portion of Tract 18, Block 5, ALDERWOOD MANOR NO. 9, according to the plat thereof recorded in Volume 10 of Plats, page 6, records of Snohomish County, Washington, described as follows: BEGINNING at the Southeast corner of said Tract 18; THENCE South 64°43' West along the North margin of Bowdoin Way, 110.59 feet to the True Point of Beginning, the said point being the Southwest comer of Tract deeded to the City of Edmonds on February 19, 1960, under Deed recorded in the Snohomish County Auditor's Office File No. 1383953; THENCE North and parallel to the East line of said Tract 18, 167.23 feet; THENCE West 50 feet; THENCE South and parallel to the East line of said Tract 18, 190.84 feet, more or less to the North margin of Bowdoin Way; THENCE North 64043' East along said margin to the True Point of Beginning. Situate in the County of Snohomish, State of Washington. END OF SCHEDULE A Escrow No. 5 1978 Agency City of Edmonds ui Five Corners Reservoir Contract No. E439,0,00 ESCROW AGREEMENT �1 To Commercial Bank of Seattle 1519 N.E. 177th DEC 1 Seattle, WA 98133 10 fdmnnds City Clerk The Undersigned, Lindbrook Const. Co. , Inc. herein referred to as the Contractor, has directed the C 1 ty of E m0 ri s , hereinafter referred to as the Agency, to deliver to you its warrants which shall be payable to you and the Contractor jointly. Such warrants are to be held and disposed of by you in accordance with the following instructions and upon the terms and con- ditions hereinafter set forth. 1NSTRUCTInNS 1. Warrants or checks made payable to you and the Contractor jointly upon delivery to you shall be endorsed by you and forwarded for collection. The moneys will then be used by you to purchase, as directed by the Contractor, bonds or other securities chosen by the Contractor and approved by the Agency. Attached is a list of such bonds, or other securities approved by the Agency.. Other bonds or securities, except stocks may be selected by the Contractor, subject to express written approval of the Agency. Purchase of such bonds or other securities shall be in a form which shall allow you alone to reconvert such bonds or other securities into money if you are required to do so by the Agency as provided in paragraph 4 of this .Escrow Agreement. 2. When and as interest on the securities held by you pursuant to this agreement accrues and is paid, you shall collect such interest and forward it to the Contractor at its address designated below unless otherwise directed by the Contractor. 3. You are not authorized to deliver to the Contractor all or any part of the securities. held by you pursuant to this agreement (or any moneys derived from the sale of such securities, or the negotiation of the Agency's warrants) except in accordance with written instructions from the Agency. Compliance with such instructions shall relieve you of any further liability related thereto. The estimated completion date on the contract underlying this Escrow Agreement is .May 15, 1979 4. In the event the Agency orders you .to do so in writing, you shall, within thirty-five (35) days of receipt of such order, reconvert into money the securities held by you pursuant to this agreement and return such money together with any other moneys held by you hereunder, to the Agency. 5. The Contractor agrees to pay you as compensation for your services hereunder as fcllc,::c: Payment of all fees shall be the sole responsibility of the Contractor and shall not be deducted from.any property placed with you pursuant to this agreement until and unless the Agency directs the release to the Contractor of the securities and moneys held hereunder whereupon you shall be granted a first lien upon such property released and shall be entitled to reimburse yourself from such property for the entire amount of your fees as provided for herein above. In the event that you are made a party to any litigation with respect 'to the property held by you hereunder, or, in the event that the conditions of this escrow are not promptly fulfilled or that you are required to render any service not provided for in these instructions, or that there is any assignment of the interests of this escrow or any modification hereof, you shall be entitled to reasonable com- pensation for such extraordinary services from the Contractor and reimbursement from the Contractor for all costs and expenses, including attorney fees occasioned by such default, delay, controversy or litigation. 6. This agreement shall not be binding until executed by the Contractor and the Agency and accepted by you. 7. This instrument contains the entire agreement between you, the Contractor and the Agency with respect to this escrow and you are not a Darty to nor bound by any instrument or agreement other than this; you shall not be required to take notice of any default or any other matter nor be bound by nor required to give notice or demand, nor required to take any action whatever except as herein expressly provided; you shall not be liable for any loss or damage not caused by your own negligence or willful misconduct. F � 8. The foregoing provisions shall be binding upon the assigns, successors, personal refire- sentatives and heirs of the parties hereto. The undersigned have read and hereby approve the instructions as given above governing the administration of this escrow and do hereby execute this agreement on this day of Lindbrook Const. Co., Inc. (Contractor) By .s&G.-- 1-tM- A S 1 1nn.. �r1, Wi�l, �I1 i /t/•�.. ppl�e) •r \1 / LINDSRO0U rt:, l'•�C:i �` i_i'r:l f ei1, INta. 11. (t'Y } ress (,itly of Edmonds Ag By :Larson, P.E. Dire for of Public Works The above escrow instructions received and accepted this T day of�, By )11.- orized Off' Securities Authorized by Agency: (1) Bills, certificates, notes or bonds of the United States; (2) Other obligations of the United States or its agencies; (3) Obligations of any corporation wholly-owned by the government of the United States; (4) Indebtedness of the Federal National Mortgage Association; and (5) Time deposits in commercial banks. TR -495 6/70 • \-./ATr-;L 7; r t3TT9J, ZCV CCOAL ru., Jw- 107, C-)sno• \ATvL �Pv--JA Z -ATA Vlkw IJCCIL C.- kC -+ATVn IS' ZO', CL -103 Bib. -4PLIF V. I I � , .1 .7 VIVEPLG W'e—j,. 55' HeH 710"C4L. 86' J)oC'�tj Ha$yP#T3 Apppo, To /O;yo rlc.Aclwj )- CITY of EDMONDS 200 Dayton Street • Edmonds, Washington 98020 • Telephone (206) 775-2525 Department of Public Works May 31, 1977 Mr. John D. Wallace Office of the City Attorney 1411 Fourth Avenue Building Seattle, Washington 98161 Dear John: Enclosed herewith is Warrant No. V71087 in the amount of $27,150.00, payable to.the Clerk of Snohomish County Superior Court. This is in accordance with your letter of May 2, 1977, and the Agreed Settlement and Order and Decree of Appropriation on the Suchert Property. You $ ver tr y, LEIF P. LARSON, P.E. Dire N. of Public Works rf Enclosure /R -AY -OND D.OGDEN (1876-1972) RAYMOND D. OGDEN, JR. JAMES A. MURPHY RONALD A. MURPHY JOHN D. WALLACE DOUGLAS E. ALBRIGHT WAYNE 0.'TANAKA LEE CORKRUM G. GEOFFREY GIBBS LAW OFFICES OF OGDEN, OGDEN & MURPHY SUITE 1015 1411 FOURTH AVENUE BUILDING SEATTLE, WASHINGTON 98101 May 2, 1977 Mr. Leif Larson Director of Public Works City of Edmonds Civic Center. Edmonds WA 98020 Dear Leif: ( 206 ) 622-299, RECEIVED M AY 9 1977 Auwic works Dept. Re: City of Edmonds vs. Suchert Enclosed you will find dill dated April 20, 1977, from Earl t Stay, the City's appraiser in the Five -Corner's water tank �g acquisition case. I would appreciate your processing this bill for payment. In addition, please be advised that the, matter has been settled for a total sum of $27,150.00 representing all costs including attorneys' fees that the owners would be entitled to by virtue of existing State Law. I am enclosing herewith a copy of the Stipulation and Decree of Appropriation that will be entered in the cause together with a copy of an April, 20, 1977, update of Mr. Stay's earlier appraisal showing his current valuation being ap- proximately $1.25 per foot for an estimated compensation that he would testify to at $24,500.00. Thus, the case was settled for $2,450.00 more than his appraisal plus the $200.00 allowed by State Law for the property owners to evaluate the City's offer. Under these circumstances it was a reasonable settlement as the property owners did have a comparable sale of property adjacent to theirs that would have given them a property value.in excess of $32,000.00. Would you please have a warrant drawn to the Clerk of the Snohomish County Superior Court in the amount of $27,150.00 and advise me when it has been drawn so that I may see that it is deposited into the registry of the Court to finalize this matter. Very truly yours, OG , OGDEN & MURPHY Jo D. Wallace JDW/krh Enclosures Mr. John P. Wallace City Attorney Edmonds; Washington Re: City of Edmonds vs Suchert Dear Mr_ Wallace: Pursuant to your request, in anticipation of scheduled trial date, I have reviewed and updated my December 1, 1973, appraisal report. I have examined a number of new comparable sales for the purpose of estimating the current Fair. Market Value. It is also my understanding that the City is reducing the proposed taking 1250 square feet to allow access from platted city street leading north from Bowdoin Way. The following sales were considered to be most comparable to the subject. Sales are not necessarily listed in order of importance. Full details relative to the comparable sales and analysis are available from appraiser's work files. Sale Sales Sale Price Paid # Grantor / Grantee Price Date Area Per Sq.Ft. E.Tax 1 Koenkow / Hagen EARL L. STAY 5-19-76 17,820 sf. Real Estate Appraiser & Consultant 6300 RECEI�/�� $35,000 17505 -68TH AVE NORTHEAST 41,454 sf. $0.84 P. o BOX 547 KENMORE. WA. 98026 3 Stanway / Olin MAY 9 1977 4-5-76 (206) 485.3301 sf. Public Wip K, 4006 April 20, 1977 4-12-76 Mr. John P. Wallace City Attorney Edmonds; Washington Re: City of Edmonds vs Suchert Dear Mr_ Wallace: Pursuant to your request, in anticipation of scheduled trial date, I have reviewed and updated my December 1, 1973, appraisal report. I have examined a number of new comparable sales for the purpose of estimating the current Fair. Market Value. It is also my understanding that the City is reducing the proposed taking 1250 square feet to allow access from platted city street leading north from Bowdoin Way. The following sales were considered to be most comparable to the subject. Sales are not necessarily listed in order of importance. Full details relative to the comparable sales and analysis are available from appraiser's work files. Sale Sales Sale Price Paid # Grantor / Grantee Price Date Area Per Sq.Ft. E.Tax 1 Koenkow / Hagen $29,500 5-19-76 17,820 sf. $1.65 6300 2 Peterson / Kostelyk $35,000 7-16-75 41,454 sf. $0.84 7069 3 Stanway / Olin $16,000 4-5-76 18,966 sf. $0.84 4006 4 Solomonsen / $99,000 4-12-76 109,184 sf. $0.91 5307 Duj ardin 5 Murphy / Finnigan $22,000 6-18-76 18,000 sf. $1.22 7402 6 Abelsen / Dudley $39,000 4-9-76 23,116 sf. $1.68 4196 Sale # 1 at $1.65 per square foot, is located on a tract adjacent to the fire station approximately 275 feet from subject. Sale property, however, allows a greater density. 13 units are built on sale. Correlation of the above sales and other sales in competitive locations indicate a unit value of $1.25 per square foot for the subject property. Application of the unit price to the new area of 19,606 square feet indicates Just Compensation of $24,500 rounded. An increase of 10% in offer could potentially mitigate costs of trial (expert witness fee and attorney fees). Application of the $1.65 per square foot unit value as found in the adjoining Sale # 1 would produce a verdict of $32,350 plus anticipated fees and trial expenses in excess of $5000. I certify that neither my employment nor my compensation for making the appraisal are in any way contingent upon the value reported. I have no direct or indirect, present or contemplated future personal interest in the appraised property. hg Respectfully submitted Earl L. Stay Real Estate Appraiser & Consultant • ' Ole. CITY of EDMONDS Civic Center • Edmonds, Washington 98020 • Telephone,.(206) 775-2525 Mr. Leif Larson Edmonds City Engineer Edmonds Civic Center. 250 Fifth Avenue North Edmonds, Washington 98020 61 Dear Leif: January 18, 1977 RECEI EO JAN I J 1977 Re: Edmonds v. Suchert This letter is to advise you that the trial of the above -entitled case has been continued from January 31, 1977 to May 23, 1977. Very truly yours, OFFICE OF THE CITY ATTORNEY Jo n D: Wallace JDW/dm RAYMOND O.OGCEN !1876-1972) RAYMOND D OGDEN, -;P JAMES A. ML; RF H RONALD A. MURPHY JOHN D. WALLACE DOUGLAS E ALBRIG-T WAYNE D. TANAKA LEE CORKR.UM G. GEOFFREY G1855 so) LAN/ OF'F'ICES OF OGDEN, OGDEN & MURPHY SUITE IDIS 1411 FOURTH AVENUE BUILDING SEATTLE, WASHINGTON 98101 September 27, 1976 Mr. Chester -Bennett Attorney at Law 115 Fourth Avenue South Edmonds, Washington 98020 Mr. Johannes A. Watness Attorney at Law 427 Medical Dental Building Everett, Washington 98201 Dear Chet and Mr. Watness: V V (2005) 622-299 S1_ L) L_I I • I J I J Edmonds bgr. ULpt. co Re: City of Edmonds v. Suchert, et al This letter is to confirm that the order adjudicating public use and setting trial date in this matter was entered as pre- viously scheduled on Tuesday, September 21, 1976 and was signed by the Honorable Dennis Britt. .The trial has been set as a jury trial with a 12 man panel to commence on Monday,;January 31, 1977. Thank you both for your cooperation in this matter.. Very truly yours, OGDEN, OGDEN & MURPHY John D. Wallace JDW/dm bcc: Leif Larson Engineering Dept. 5/24/76 CITY OF EDMONDS ENVIRONMENTAL ASSESSMENT STATEMENT OF NEGATIVE DECLARATION PROPOSED ADDITIONAL FIVE CORNERS 14ATER TANK, Description of Project This project will construct a 2 to 3 million gallon reservoir to be located near the existing 1.5 MG reservoir at Five Corners. The proposed site is approximately 1/3 acre and zoned RML (Low Density). The height of the above ground structure will exceed normal residential.construction. Removal of a house and a few trees will be necessary. Potential Environmental Impact 1. The height of the above ground structure will impact the aesthetics of the surrounding neighborhood. This will be minimized due to an existing 40 -foot high storage tank in close proximity. The shadow cast by the proposed tank may also effect adjacent property. The height of the tank will exceed normal residential construction. Several tall evergreen trees will shield the tank from view and the tank will be painted a color to assist in blending_ it with surroundings. 2. Site preparation will require the removal of a house and a few trees. The existing residence has been abandoned and is in deteriorated condition. Many trees will be retained.and new ones planted. 3. Increased storm drainage due to runoff from the reservoir can be collected and retained on the site. 4. There will be temporary noise and disturbance during the period of con- struction. After construction, neighhorhood noise levels will he of better quality than if the property developed as multiple residential units.. 5. Site acquisition will reduce the area available for residential development, therefore, traffic will he reduced, children entering the school system will be reduced and an increased load on community facilities will not occur. Air pollution would not increase because of the nature of the development of the water tank itself. The property does not possess any unusual environmental characteristics and does not affect sensitive areas. EXHIBIT "A" PARCEL NO. 1.: BEFORE TAKING That portion of Lot 18, Block 5, Alderwood Manor No. 9, lyina within the NE 1/4 of the N1111 1/4 of Section.30, Township 27 North, Range 4. East, !-I.M., and more particularly described as follows: Beginning at the intersection of the West line of Lot 18 with the North line of Section 30; thence South along said West line to the northwest corner of Parcel "A" of those tracts conveyed to the City of Edmonds and recorded under Auditor's File No. 1385953, records of Snohomish County, Hashington; thence East along the North line of said Parcel "A" 120.00'feet to the northeast corner thereof; thence North parallel to the blest line of Lot 18 to its intersection with thQ North line of Parcel "B" as recorded under Auditor's File No. 1385953 projected westerly; thence East along said North line to its intersection with the East line of Lot 18; thence North alona said East line to its intersection with the North line of Section 30; thence hest along said North line to the Point of Beninninn. TAKING: Fee simple title to the above-described property. Record owners or those persons or parties having an interest in the above- described real property: Dr. R.E. Suchert and Jane Doe Suchert, his wife; also all other persons or parties known or unknown heirs claiming any right, title, estate, lien or -interest in the above-described property. CITY of EDMONDS s; Civic Center • Edmonds, Washington 98020 Telephone (206) 775-2525 fa Office of the City Attorney ter° -Dr. and Mrs. R. E. Suchert 540 - 12th Avenue North Edmonds,. Washington 98020 January 7, 1976 Ed... - E�� ; , ��pt. � INT : o Re: Acquisition for Tj-17 e Corners T,7a.ter Tank T'xnansion Dear Dr. and Mrs. Suchert Based on the last a praisal obtained by the City of Edmonds reby offer the sum o . 1850.00 .fo e ,r'r �:, property City is s ng to acqu' r rom, you fo e ?., water t nc site. Flea dvise me wit n ten days o the date of t letter wh r this price is acceptable Very t ly yours, OFFICE OF THE CITY ATTORNEY John' D. Wallace JDW/dm bcc: Leif Larson r CITY ^ o DMONDS Civic Center • Edmonds, Washington 98020 Telephone (206) 775-2525 Office of the City Attorney October 7, 1975 �Ccr;�� 0C! 1 5 Etlewtlds Eng[. Dept. Dr. and Mrs. R. E. Suchert 540 - 12th Avenue North E...M iu�ii..t.:�, ti Dear Dr. and Mrs. Suchert: e: Acquisition for Five (A� Corners Water Tank Expansion This will confirm my telephone conversation of October 6, 1975, with Mrs. Suchert to the effect that the appraisal price the City of Edmonds has for the 22,050 square :feet of land that itis seeking to acquire from you is $14,850.00. This is based upon a $.70 per square .foot valuation less an estimated $600.00 for costs of demolition and removal of the existing structure. I will reiterate the City's offer of the appraisal price at this time. I would appreciate hearing from you concerning this offer at.your earliest convenience. Very truly yours,- /1TTT/[T /1T -T TTTT ([TIT[f T1'!'tf(l^^TT.TT[� 4'i' 1' .v'v l:: VL 111E V1 .i 1 Al 1 JiU.�111 John D. Wallace JDW/dm bcc: Leif Larson 4 00 CITY of EDMONDS� Civic Center Edmonds, Washington 98020 •Telephone (206) 775-25F 1' 1 1975 Office of the City Attorney fafiOJi�S Coal, Dept, September 11, 1975 E. Suchert. 1.'12th Avenue North Is, Washington 98020 )r. Suchert: rhe records of Snohomish County refi.`:ct that you own certain property commonly known as 8517 1?,owdoiri Wziy, Ydmonds Washington. Th �.' ty Council the City of - fonds has d e iced that it necessary tpancl exist {; later stor g _ faril- . ities ' a that it pail, , _, :ic.ce.-sary .0 cr�;ire a po on of -the pro y referred to bove in or Itl: to , accompli, the expansi r c f . the r; az , r t. ik storage r, i.1 i t -I I would appreciate your contacting r,c at _Y aur earliest convenience so that we may discuss acquisition of the subject property and attempt.to•consummate a negotiated sale of the same.,. JDW/dm bcc: Leif Larson City Engineer Jcry truly yours, OFFICE OF THE CITY ATTOIu1LY ;john D. .1,7al-li6e r CITY ED(10NDS of PUBLIC 1VIORKS DEPP01"'TFENT JOB ORDER REQUESTOR: Engineering _` 11ORK CENTER: Street Dept.DATE PRIEPAM-1): 1/26/77 ItEQULS"TING _ DEPARTMENT HEAD'S JOBORDER SIGNATURE: FACILITY: NUMBER: DESCRIPTION AND/OR SKETCH OF KU TO BE PERFORMED Establish "FIRE ZONE" at Fire Station No. 2 on Bowdoin Way by installing the following signs and curb painting: A. Install 4 "No Parking Fire Zone" signs (12" x 18" red on white) To be field located by Engineering. B. Paint yellow curb as follows: 1) North curb from Station driveway,east 25 feet. 2) North curb from Station driveway,west to parking lot driveway. 3) South curb from driveway at 8506 Bowdoiri Way,east to driveway at 8430. Background: Fire Dept. vehicles operating under a hazardous. condition when entering and exiting the Station caused by on -street parking creating a safe sight distance obstruction. Request for Fire Zone by Fire Chief Cooper. = --- MANHOURS estimated: actual: WJN:rf MATERIAL REQUIRED: STREET FILE AUTHORIZING SIGNATURE DATE ASSIGNED: PUBLIC WORKS DIRECT012: DATE COMPLETED: CRAFTSMAN'S INITIALS: FORENIAN'S INITIALS: m Owl txt-��2•-- - - l_'�'M_2_- N06.1�6A _CURS �I2�v1 1CAJ_'1�21_V ff UJA�1� _ _. -C N -WaU_M-w�--- _ TO- prartKiWlaf_ t.aT 11-1)0vewaY ---- C._SaYM Ir IDO isu _�__Nk�2K5 ci'df'�-O.2--- 1_-25'7'1------ -----1`3�CK6i�U.N2�----_— S'1'�-TI2s�l__1�'z.---_.. -___ _ ___�1R.� J'�--v�+l-�I.ffS_A�t�-o�2�Q1 �C�__UN_n�r2 _____ . - -!�_ F4�AZ�fL(� CA -1 -ION �rtI.T11J�+_T_1�_S"_]3b'jYJN__eAUB�__I'�Y ON --j'-___. --Strom-.�t3T�rN� o� a�1, ____---_ ______ ------- Ar FMLO- R.�V_��t� "T3��' _--511' .41 {�t2 'P�t�1,.1L _�) fT�_SH'I�lh° ON _.�S PJ_T_ _'�-c'�.."rhS� �] Ili _ "f�J'i�l Ml'!iT-15� '�Yl�'1$U-- 51�_9�oUu1�1.1�5_�Qd��_�l_lg'i'1fJC�n_l.3QI1I$1V 2 No0.'r� 5�� f°��► �'�IIsT)A1�i_'1J�1'F6w,�r . _____IUGS't '1'�-��'71'1� '1�t'tltl'I� LAT�p121Y�W�Y _ _. - --- 3. S� t�E i'�UJ�I N �20M_�pn,lY�Wi4'Y � . _ . w MEMO TO: Lief Larson City Engineer FROM: Jack F. Cooper Fire Chief M• January 26, 1977 RECEIVED JAN 2 G 1977 [dads LV. oqt SUBJECT: DESIGNATED "NO PARKING" AT 8505 BOWDOIN [JAY This memo is to follow up on our previous discussion relating to prohibited parking at Fire Station #2. I respectfully request the:area between the two drive- ways on the South side of Bowdoin Way directly across from the Fire Station driveway be designated a "No Parking" area. Also, on the East side of the driveway on the North side of the Station and the area from the Station driveway to the fire hydrant that is on the West side of the driveway (which is on. the North side of the street.) It is impossible to make a turn from the driveway to the East when vehicles are parked on the South side of the street. We feel that it is hazardous to have vehicles parked in the other two areas when leaving the ramp on emergency calls. Your immediate attention to this matter will be greatly appreciated. (I'm not sure you think I know what I said but I think you understand what you think I think I said but in any event if you don' -.t understand11 me and I'll c draw a picture.) ,� 1/1 JFC:gk w a :Li :wl) do ps 2Z °� m o.�� c � t 2 lid w a :Li :wl) s. I m l a Pc I -M LXs c D N O L) N ✓l fir► - T jb\o�_ 41� " 0 C T E C H N I C A L I N F O R M A T I O N GOODNIGHT BROTHERS CONSTRUCTION; INC. PO BOX 669, EDMONDS, WA R E P O R T RECEIVED DEC 1 9 2003 PERMIT COUNTER INTENSUS, ENGINEERING & SURVEYING, PO BOX 1486, SNOHOMISH, W9 1 t EET S T I R E N E C F P H O O N R R I M T C A A T L I .O N RECEIVED DEC 1 9 2003 PERMIT COUNTER GOODNIGHT BROTHERS CONSTRUCTION, INC. PO BOX 669, EDMONDS, WA INTENSUS, ENGINEERING & SURVEYING, PO BOX 1486, SNOHOMISH, WA 98291 TabRe ®f C onteimto Hydrologic Analysis 4' J: 66" x 51 " CMPA Pipe Design �D AVERY' READY INDEX® INDEXING SYSTEM 600013 HILLTOP VILLAGE HYDROLOGIC ANALYSIS 8505 BOWDOIN WAY, EDMONDS L Bo h EXPIRES 1 ( -42.0 • C INTENSUS, Engineering & Surveying PO Box 1486, Snohomish, WA 98291 360-668-7534 Fire Station Existing Condition 11/7/03 HYDROLOGIC OVERVIEW Fire Station This site is presently a City of Edmonds Fire Station and is developed with two permanent brick buildings and one temporary wood frame structure. Asphalt paving surrounds the buildings and the area between the buildings and Bowdoin Way. Presently runoff enters the existing onsite storm drainage system that flows toward Bowdoin Way. The site has a surface relief toward the east. There is very little vegetation onsite and the buildings are not landscaped with vegetation. Surface flows are easterly and the time of concentration is quick to reach the existing catch basins. The development, single family multiple housing, on the north side of the site is 3-4 feet below the ground level of the site. On the west side is a water tank that is approximately 4 feet above the ground level of the site. A city right-of-way is between the water tanks and the site. The right-of-way is to remain in place and be used by the proposed development of the fire station site. Storm Detention The site was analyzed for stormwater detention by considering the existing site to be forested with a relief of 5% to the east. Existing conditions were analyzed using Stormshed, Release 6.1.6.6 (Pro) by Engenious Systems, Inc., 2000, licensed from Boss International, Inc., Madison, Wisconsin. Various storm events were run through the system to develop the routing hydrographs. Once the hydrographs were developed the printout for the system was made. Intensus, Engineering & Surveying, PO Box 1486, Snohomish, WA 98291 * 360-668-7534 Fire Station 11/7/03 2 In this case three orifice were used to develop a system that would control the 2, 10 and 100 year storm events. As can be seen by looking at the profiles the routing curve matches the existing flow curve. Intensus, Engineering & Surveying, PO Box 1486, Snohomish, WA 98291 * 360-668-7534 � I Fire Station 11/7/03 CORE REQUIREMENT #1 - Discharge at the Natural Location CORE REQUIREMENT #3 — Flow Control 11 ' Stormwater surface discharge from this site is at the southeast corner. Location of the storm ' Peak flow for the 100 storm event.will discharge from the subject site will not be changed. year ' remain less than 1.0 cfs after development. ' CORE REQUIREMENT #2 -Offsite Analysis Runoff from the site is at the southeast corner where it enters the public right-of-way. Surface flow in the right-of-way is along the edge of the existing curb. Flow is then northeast in the curb ' section entering the existing 12" diameter storm system. Receiving body of water for storm ' runoff is Shell Creek approximately 400 feet north of the proposed site. CORE REQUIREMENT #3 — Flow Control 11 ' Discharge of stormwater runoff from rooftops and other impervious areas will be controlled by a � 1 detention system. Runoff will be controlled to the 2, 10 and 100 year storm events. Runoff from the private access road and individual driveways will be directed to the sides of the ' paved surfaces to be discharged into adjacent landscaped areas where it will be subject to ' evapo-transpi ration and infiltration. Surface drainage from these areas will be directed toward a catch basin with an oiltwater separator for release into the storm system. Offsite point discharge of stormwater will only occur if the storm system capacity is exceeded. Design of the detention system is based on the 100 year storm event of 0.06 cfs . ' CORE REQUIREMENT #4 — Conveyance System ' conveyance system is proposed for this project. No Y Y ' Intensus, Engineering & Surveying, PO Box 1486, Snohomish, WA 98291 * 360-668-7534 I' Fire Station 11/7/03 2 CORE REQUIREMENT #5 — Erosion and Sediment Control Clearing Limit/Perimeter Protection - Prior to commencing site work the perimeter of the ' construction area shall be delineated with filter fabric fencing. Surface runoff shall be prevented ' from entering the construction area. Runoff from the construction area shall be directed to vegetated strips and/or ditches. ' Cover Measures — Areas disturbed by construction activities shall be covered with sawdust, mulch, crushed rock, or a combination thereof. Sediments shall be prevented from being carried into public rights-of-way. Measures shall be applied if an area is to be exposed for more than two ' days. tTraffic Area Stabilization — Parking areas used by construction traffic shall be stabilized to minimize erosion and tracking of sediments offsite. See Cover Measures. Sediment Retention — Surface water collected from areas of the site disturbed by construction shall be routed through a sediment pond or trap prior to infiltration. A sediment trap is to be installed between the construction area and the southeast comer of the site. Surface Water Controls — Surface drainage from outside the construction area shall be intercepted and directed away from the area disturbed by construction so as not to become mixed with sediment laden runoff from the construction area. Runoff from the construction area is to be directed by channels or pipes to the sediment trap. Intensus, Engineering & Surveying, PO Box 1486, Snohomish, WA 98291 ' 360-668-7534 Fire Station 11/7/03 CORE REQUIREMENT #6 — Maintenance and Operations The owner is responsible for maintenance and operation of the channels, swales and drainage systems located on the site. Maintenance shall be performed after significant rainfall or more often if required. CORE REQUIREMENT #7 — Financial Guarantees and Liability 3 A bond will be posted for utilities work, access road work and any work within the city right-of-way associated with this project. CORE REQUIREMENT #8 — Water Quality Runoff from paved areas is to be directed into vegetated areas where it will be subject to evapo- transpiration and infiltration before entering the storm system through a catch basin provided with an oil/water separator. Roof runoff will be directed to the storm system through piping provided for that purpose. ' W rd\int\pd\30270402\Core l _8 1 ' [ntensus, Engineering & Surveying, PO Box 1486, Snohomish, WA 98291 • 360-668-7534 Co CD C:) 9 411 0 LJ 0 LLAL-j o IL 0 U 0 0 CD 0 4-1 00 0 46 0 02 tn 0 0 U 0 0 0-4 • cq 04 0 0 0 m — ON 0 00 o • 0 IL CN 0 aj 4- 0- 0 (Noll — 0 c3N 050 0 ' Sheet Flow ' Sheet flow is flow over plane surfaces. It usually occurs in the headwater of streams. With sheet flow, the friction value (ns) (a modified Manning's effective roughness coefficient that includes the effect of raindrop impact; drag over the plane surface; obstacles such as litter, crop ridges, and rocks; and erosion and transportation of sediment) is used. These ns values are for very shallow flow depths of about 0.1 foot and are only used for travel lengths up to 300 feet. Table 3.5.2.0 gives Manning's ns values for sheet flow for various surface conditions. For sheet flow up to 300 feet, use Manning's kinematic solution to directly compute Tt: Sheet flow: Tt = [0.42 (nsL)0•8]/[(P2)0.5(so)0.4] where Tt = travel time (min), ns = sheet flow Manning's effective roughness coefficient (from Table 3.5.2C), L = flow length (ft), P2 = 2 -year, 24-hour rainfall (in), (see Figure 3.5.1C), and so = slope of hydraulic grade line (land slope, ft/ft) Velocity Equation A commonly used method of computing average velocity of flow, once it has measurable depth, is the following equation: where: V = k(so)0.5 V = velocity (ft/s) k = time of concentration velocity factor (ft/s) so = slope of flow path (ft/ft) 'Y' is computed for various land covers and channel characteristics with assumptions made for hydraulic radius using the following rearrangement of Manning's equation: where k = (1.49 (R) 0.667 )/n; R = an assumed hydraulic radius n = Manning's roughness coefficient for open channel flow (from Table 4.3.713 in Chapter 4) TABLE 3.5.2C "n" AND "k" VALUES USED IN TIME CALCULATIONS FOR HYDROGRAPHS Shallow Concentrated Flow (After the initial 300 ft of sheet flow, R = 0.1) ks 1. Forest with heavy ground litter and meadows (n = 0.10) 3 2. Brushy ground with some trees (n = 0.060) 5 3. Fallow or minimum tillage cultivation (n = 0.040) 8 4. High grass (n = 0.035) 9 5. Short grass, pasture and lawns (n = 0.030) 11 6. Nearly bare ground (n = 0.025) 13 7. Paved and gravel areas (n = 0.012) 27 Channel Flow (Intermittent) (At the beginning of visible channels: R = 0.2) 1. Forested swale wth heavy ground litter (n = 0.10) 2. Forested drainage course/ ravine with defined channel bed (n = 0.050) 3. Rock -Lined waterway (n = 0.035) 4. Grassed waterway (n = 0.030) 5. Earth -lined waterway (n = 0.025) 6. CMP pipe (n = 0.024) 7. Concrete pipe (0.012) 8. Other waterways and pipes Channel Flow (Continuous stream, R = 0.4) 9. Meandering stream whh some pools (n = 0.040) 10. Rock -lined stream (n = 0.035) 11. Grass -lined stream (n = 0.030) 12. Other streams, man-made channels and pipe kc 5 10 15 17 20 21 42 0.508/n kc 20 23 27 0.807/n** **See Chapter 5, Table 5.3.6C for additional Mannings "n" values for open channels ns Sheet Flow Equation Manning's Values (For the initial 300 ft of travel) ns* Smooth surfaces (concrete, asphalt, gravel, or bare hard packed soil) 0.011 Fallow fields or loose soil surface (no residue) 0.05 Cultivated soil with residue cover ( s<= 0.20 ft/ft) 0.06 Cultivated soil with residue cover (S> 0.20 ft/ft) 0.17 Short prairie grass and lawns 0:15 Dense grasses 0.24 Bermuda grass 0.41 Range (natural) 0.13 Woods or forest with light underbrush 0.40 Woods or forest with dense underbrush 0.80 ' *Manning values for sheet flow only, from Overton and Meadows 1976 (See TR -55, 1986) k Values Used In Travel Time/Time of Concentration Calculations Shallow Concentrated Flow (After the initial 300 ft of sheet flow, R = 0.1) ks 1. Forest with heavy ground litter and meadows (n = 0.10) 3 2. Brushy ground with some trees (n = 0.060) 5 3. Fallow or minimum tillage cultivation (n = 0.040) 8 4. High grass (n = 0.035) 9 5. Short grass, pasture and lawns (n = 0.030) 11 6. Nearly bare ground (n = 0.025) 13 7. Paved and gravel areas (n = 0.012) 27 Channel Flow (Intermittent) (At the beginning of visible channels: R = 0.2) 1. Forested swale wth heavy ground litter (n = 0.10) 2. Forested drainage course/ ravine with defined channel bed (n = 0.050) 3. Rock -Lined waterway (n = 0.035) 4. Grassed waterway (n = 0.030) 5. Earth -lined waterway (n = 0.025) 6. CMP pipe (n = 0.024) 7. Concrete pipe (0.012) 8. Other waterways and pipes Channel Flow (Continuous stream, R = 0.4) 9. Meandering stream whh some pools (n = 0.040) 10. Rock -lined stream (n = 0.035) 11. Grass -lined stream (n = 0.030) 12. Other streams, man-made channels and pipe kc 5 10 15 17 20 21 42 0.508/n kc 20 23 27 0.807/n** **See Chapter 5, Table 5.3.6C for additional Mannings "n" values for open channels HYDROLOGIC SOIL GROUP SCS has classified over 4,000 soil types into these four categories. The following table shows the hydrologic soil group of the soils which are characteristic of King/Snohomish County. Soil. Hydrologic Soil Hydrologic Group Group Group Group Alderwood C Mukilteo D Bellingham C Norma B/C Cathcart C Orcas D Custer C Pilchuck A Everett B Puget B/C Getchel B Puyallup B Hale B Shalcar D Indianola A Skykomish B Kitsap C Snohomish D Lynden A Sultan B McKenna C/D Sumas B/C B/C refers to hydrologic group in the drained/undrained condition. NOTE: Soils shown on SCS maps as Coastal Beach, Riverwash, Made Land, and Urban Land are not classified because of their extreme variability. In such areas a qualified engineer should be consulted. wrks\intUnstr\hydchrts.wps Western Washington Runoff curve numbers for selected agricultural, suburban, and urban land use. For use in Type IA Storm Distributlon Area. LAND USE DESCRIPTION HYDROLOGIC SOIL GROUP A B C D Cultivated land; Winter Condition 86 91 94 95 Mountain Open Areas Low Growing Brush and Grass Lands 74 82 89 92 Meadow or Pasture 65 78 85 89 Wood or Forest Land: Orchard with cover crop 81 88 92 94 Fir Forest - good cover Undisturbed 60 64 76 81 Young second growth or brush 60 72 81 86 Open spaces, lawns parks, golf courses, cemeteries, etc. good condition: grass cover on 75% or more of the area 68 80 86 90 fair condition: grass cover on 50% to 75% of the area 77 85 90 92 Commercial and Business areas (85% impervious) 92 94 95 96 Industrial Districts (75% impervious) 88 92 94 95 Residential Average lot size Average % impervious 1/8 acre or less 65 86 90 93 95 1/4 acre 38 77 85 90 92 1/3 acre 30 75 84 89 91 1/2 acre 25 73 83 88 91 1 acre 20 71 82 88 90 Paved parking lots, roofs, driveways, etc. 98 98 98 98 Streets and Roads: paved with curbs and storm sewers 98 98 98 98 gravel 76 85 89 91 dirt 72 82 87 89 AREAS FOR PARTIAL DEPT CIRCULAR PIPE DIAMETER d/D 30" 36" 42" 48" 54" 60" 72" 84" 0.1 .26 .37 .5 .65 .83 1.02 1.47 2.00 0.2 .7 1.01 1.37 1.79 2.26 2.8 4.02 5.48 0.3 1.24 1.78 2.43 3.17 4.01 4.96 7.14 9.71 0.41.83 2.77 2.64 3.59 4.69 5.94 7.34 10.56 14.38 0.5 2.45 3.53 4.81 6.28 7.95 9.82 14.14 19.24 0.6 3.08 4.43 6.03 7.87 9.96 12.3 17.71 24.11 0.7 3.67 5.28 7.19 9.4 11.89 14.68 21.14 28.77 0.8 4.21 6.06 8.25 10.78 13.64 16.84 24.25 32.70 0.9 4.65 6.7 9.12 11.91 15.08 18.61 26.3 36.48 1.0 4.91 7.07 9.62 12.57 15.9 19.64 28.27 38.48 CMPA DIMENSIONS wrksVntVnstr\HydAnalysis\PartialFlowAreas 2-2/3x1/2 3x1 (36") (42") (48") (54") (60") (72") d/D 42x29 49x33 57x38 6443 71x47 83x57 40x31 46x36 53x41 60x46 66x51 81x59 0.1 .58 .78 1.04 1.3 1.58 2.35 0.2 1.27 1.69 2.28 2.84 3.45 5.13 0.3 2.07 2.77 3.73 4.64 5.65 8.4 0.4 2.87 3.83 5.16 6.43 7.83 11.63 0.5 3.64 4.86 6.54 8.14 9.92 14.73 0.6 4.36 5.82 7.84 9.77 11.9 17.67 0.7 5.03 6.72 9.05 11.27 13.73 20.38 0.8 5.62 7.5 10.11 12.58 15.33 22.77 0.9 6.08 8.13 10.95 13.63 16.61 24.66 1.0 6.35 8.48 11.43 14.23 17.34 25.74 wrksVntVnstr\HydAnalysis\PartialFlowAreas 2-2/3x1/2 3x1 ' Fire Station Site 11/11/03 1 30.2704.02 ' DRAINAGE ANAL YSIS - FIRE STA TION RLPCOMPUTE [Detention] SUMMARY 2 yr Match Q: 0.0054 cfs Peak Out Q: 0.0056 cfs - Peak Stg: 102.82 ft - Active Vol: 1111.30 cf - Pipe length: 80.00 ft ' 10 yr Match Q: 0.0133 cfs Peak Out Q: 0.0136 cfs - Peak Stg: 104.11 ft - Active Vol: 1462.44 cf - Pipe length: 80.00 ft 100 yr Match Q: 0.0557 cfs Peak Out Q: 0.0607 cfs - Peak Stg: 104.20 ft - Active Vol: 1471.03 cf - Pipe length: 80.00 ft ' Running C:\Intensus\30270402\Detention Report.pgm on Tuesday, November 11, 2003 Summary Report of all RLPool Data 1 Peak Q Peak T Peak Vol Project Precips Method Raintype Event [2 yr] 1.50 in (hrs) ' [5 yr] 1.80 in [10 yr] 2.00 in 0.0054 [25 yr] 2.50 in 0.41 ' [100 yr] 3.00 in Existing 0.0133 [Other] 0.98 in BASLIST2 [Existing] Using [TYPEIA] As [2 yr] [Existing] Using [TYPE1A] As [10 yr] [Existing] Using [TYPEIA] As [100 yr] [Developed] Using [TYPE1A] As [2 yr] [Developed] Using [TYPE1A] As [10 yr] [Developed] Using [TYPE1A] As [100 yr] LSTEND BasinlD Peak Q Peak T Peak Vol Area Method Raintype Event (cfs) (hrs) (ac -ft) ac /Loss Existing 0.0054 17.00 0.0064 0.41 SBUH/SCS TYPEIA 2 yr Existing 0.0133 8.67 0.0141 0.41 SBUH/SCS TYPEIA 10 yr Existing 0.0557 8.17 0.0347 0.41 SBUH/SCS TYPEIA 100 yr Developed 0.0952 7.83 0.0330 0.41 SBUH/SCS TYPEIA 2 yr Developed 0.1387 7.83 0.0477 0.41 SBUH/SCS TYPEIA 10 yr Developed 0.2300 7.83 0.0786 0.41 SBUH/SCS TYPEIA 100 yr BASLIST [TYPEIA] AS 12 yr] DETAILED [Existing] [Developed] LSTEND Intensus, Engineering & Surveying, PO Box 1486, Snohomish, WA 98291 * 360-668-7534 Fire Station Site 11/11/03 3 Fire Station Site 11/11/03 2 30.2704.02 EXISTING CONDITIONS Drainage Area: Existing Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.4100 ac 76.00 0.35 hrs Impervious 0.0000 ac 0.00 0.00 hrs Total '0.4100 ac Supporting Data: Pervious CN Data: Forested 76.00 0.4100 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Sheet Forested 120.00 ft 5.00% 0.4000 21.26 min DEVELOPED CONDITIONS Drainage Area: Developed Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.1380 ac 82.00 0.13 hrs Impervious 0.2720 ac 98.00 0.04 hrs Total 0.4100 ac Supporting Data: Pervious CN Data: Landscaped 82.00 0.1380 ac Impervious CN Data: Buildings & Paving 98.00 0.2720 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Sheet Landscaped 100.00 ft 1.00% 0.0600 7.67 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Sheet Buildings & Paving 100.00 ft 0.50% 0.0110 2.60 min O O O O C O O O O O O sio ui MORA La 0 c E i= c m W O co I- ca CD } 04 V 0 N 0) C. 0 c O c 7 W D O O O O C O O O O O O sio ui MORA La 0 c E i= c m W O co I- ca CD } 04 r O IL r CL 0 O V r r co C4 O O O C O O C O O sjo ui M01:1 Lo O E I -- 14 = � o o) a o c _O _c > 3 � W � r r co C4 O O O C O O C O O sjo ui M01:1 Lo O E I -- 14 = .r 0 a r CL ea a� 0 V CD N N T O m O O O O O O sp ui M01:1 d c o c m W D CD N N T O m O O O O O O sp ui M01:1 § / @ 2 $ % Cb 2 6 0 CV) \ $ d � EG 22 � ? E� 0)q I�0060) /�U7c q f § R S� ii L) k ¥ n k k / k k /� ?L ?L U f ¥ w CN N A� LLgf X666$ § J t / & c to 2 k R \ II 00 LO c o �� 2 L6 $d ƒ� vR ;-7c�\ �$% fr Rv xdaa/ �0f / 2 2 7/ 2 / c �n � ?L ƒ .0 LL LL G D � / A CD Q 2 0 a o /b -1_ /-J+ 0/k �- �k 8 E m_ LDno <�/ / ■� \ O- /11 0 C%411 % 2 A q f"" ?I c i 2 k11 \ ER E3 O I IR LLL L $ % Cb 2 6 0 CV) \ $ d � c O f6 U) p W N CO O M T ' r Oo m co " O O r n ¢� (' LO 0)c rn n OR O cO O O .y U C � Q t U W 7@ C N y Q X X X M b� CO o M ++ W_ ch OX L C N N C ch N o O c fC II .0 O O U C m ,a m n.0 w O � ` ,c LL II II Q. II w 0_ o a E a II LL � U i _ U II II W 7@ to N y t X X X M _ CO o M ++ W_ ch 4) o N N C Cl) c N o O c fC O C-4 g ,a Z I1 LL W3 LO r` Ob 0 CD d m Cl) R r rn N 00 O Fire Station Retaining Wall RETAINING WALL DESIGN 30.2704.02 We (unit weight of concrete) = 160 Ws (unit weight of soil) = 125 Es (equvalent fluid pressure) EFP 50 Fs (factor of safety) 2 a (depth of footing) 1 t (width of toe) 0 b (width of wall) 0.83 c (width of heel) 3.67 H (height of wall, including footing) 7 L (width of footing) 4.50 A Area (L*a) 4.5 r (center of wall from toe) x (unit weight of concrete/weight of wall) Pw (pressure from wall) sq ft Ps (pressure from soil) Pr (resultant center of pressure from toe) Soils internal friction angle = 32 Pw = [(b) (H -a) + (L) (a)] We Ps = [(c)*(H-a-0.5)] Ws SOLVE FOR Pr degrees Sin = 0.5299 Pw = 1516.8 Ib/ft Ps = 3532.4 Ib/ft Offset = 1.58 feet (Ps/2)(1/ Wc)(1/H) r = 0.42 feet from toe X = 0.11 feet toward toe from center of wall Pr = 0.31 feet from toe Pr is 1.94 feet from the middle of the footing Pr < 0.75 feet; EARTH PRESSURE Ps soil = 3532.4 lbs Ph = Ps(tan friction angl Ph = 2207.4 lbs P = 4165.4 lbs Tan = 0.6249 RESISTANCE TO SLIDING, Rs Rs = (Pw+Ps)/(Ph) should be greater than 1.5 Rs = Overturning Moment 4414.8 Righting Moment 9797.8 PRESSURE DISTRIBUTION Pheel = ((Pw+Ps)/A)*(1+6e/L) Pheel = 3867.3 Ptoe = ((Pw+Ps)/A)*(1-6e/L) Ptoe = -1623.2 2.3 greater than 1.5 ok 2.22 greater than 2.0 ok e=Resultant Pressure eccentricity; (U2) -r e = 1.84 Less than 2000 psf bearing value, ok Intensus, Engineering & Surveying, PO Box 1486, Snohomish, WA 98291 �y L BO �� of wAs c� � 12/8/03 ti Z `f ~ Ib/cu.ft Ib/cu.ft176'8� Ib/cu.ft feet feet EXPIRES (, :LV -o feet feet feet feet 0.61-1 (2' min) sq ft degrees Sin = 0.5299 Pw = 1516.8 Ib/ft Ps = 3532.4 Ib/ft Offset = 1.58 feet (Ps/2)(1/ Wc)(1/H) r = 0.42 feet from toe X = 0.11 feet toward toe from center of wall Pr = 0.31 feet from toe Pr is 1.94 feet from the middle of the footing Pr < 0.75 feet; EARTH PRESSURE Ps soil = 3532.4 lbs Ph = Ps(tan friction angl Ph = 2207.4 lbs P = 4165.4 lbs Tan = 0.6249 RESISTANCE TO SLIDING, Rs Rs = (Pw+Ps)/(Ph) should be greater than 1.5 Rs = Overturning Moment 4414.8 Righting Moment 9797.8 PRESSURE DISTRIBUTION Pheel = ((Pw+Ps)/A)*(1+6e/L) Pheel = 3867.3 Ptoe = ((Pw+Ps)/A)*(1-6e/L) Ptoe = -1623.2 2.3 greater than 1.5 ok 2.22 greater than 2.0 ok e=Resultant Pressure eccentricity; (U2) -r e = 1.84 Less than 2000 psf bearing value, ok Intensus, Engineering & Surveying, PO Box 1486, Snohomish, WA 98291 Fire Station/30.2704.02/ 12/9/03 OVERTURNING DUE TO FREEZE Assume 700 Ib/lin foot at top of wall 4900.0 Soil Weight of soil x sin of internal friction angle 1871.8 EFP = 300.0 Overturning Moment 7071.8 ft-Ib/ft REINFORCING STEEL Ts = 24000(As) = 7071.8 ft-Ib/ft As = 0.2947 sq in dia = (As(4/pi))^0.5 diameter = 0.6125 inches #3: 0.375 in dia; A=0.1104 sq in #4: 0.500 in dia; A = 0.1963 sq in #5: 0.625 in dia; A = 0.3068 sq in #6: 0.750 in dia; A=0.4418 sq in Vertical Use number 4 bars at 7.99 inches on center Use number 5 bars at 12.49 inches on center Use number 6 bars at 17.99 inches on center Use number 6 bars at 18" on center. Horizontal Use number 4 bars at 12" on center wrkVntlprj130270402Vetwa11 Intensus, Engineering & Surveying, PO Box 1486, Snohomish, WA 98291 2 ■ Fire Station Retaining Wall ' RETAINING WALL DESIGN 30.2704.02 12/8/03 We (unit weight of concrete) = 160 Ib/cu.ft Ws (unit weight of soil) = 125 Ib/cu.ft Es (equvalent fluid pressure) EFP 50 Ib/cu.ft Fs (factor of safety) 2 a (depth of footing) 1 feet t (width of toe) 0 feet ■ b (width of wall) 0.83 feet c (width of heel) 1.67 feet H (height of wall, including footing) 4 feet ' L (width of footing) 2.50 feet 0.61-1 (2' min) A Area (L*a) 2.5 sq ft r (center of wall from toe) x (unit weight of concretetweight of wall) ' Pw (pressure from wall) Ps (pressure from soil) Pr (resultant center of pressure from toe) ' Soils internal friction angle = 32 degrees Sin = 0.5299 Pw = [(b) (H-a) + (L) (a)] We Pw = 798.4 Ib/ft ' Ps = [(c)*(H-a-0.5)] Ws Ps = 730.6 Ib/ft SOLVE FOR Pr ' Offset = 0.57 feet (Ps/2)(1/Wc)(1/H) r = 0.42 feet from toe X = 0.20 feet toward toe from center of wall Pr = 0.21 feet from toe Pr is 1.04 feet from the middle of the footing ' Pr < 0.42 feet; EARTH PRESSURE Ps soil - 730.6 lbs Ph = Ps(tan friction angl Ph = 456.6 lbs P = 861.5 lbs Tan = 0.6249 TO SLIDING, Rs RESISTANCE ' Rs = (Pw+Ps)/(Ph) should be greater than 1.5 Rs = 3.3 greater than 1.5 ok Overturning Moment 456.6 3.47 than 2.0 ok Righting Moment 1583.2 greater PRESSURE DISTRIBUTION ' e=Resultant Pressure eccentricity; (U2)-r Pheel = ((Pw+PS)/A)*(1+6e/L) e = 0.84 Pheel = 1837.3 ' Ptoe = ((Pw+Ps)/A)*(1-6e/L) Ptoe = -614.1 Less than 2000 psf bearing value, ok I■ Intensus, Engineering & Surveying, PO Box 1486, Snohomish, WA 98291 ■ Fire Station/30.2704.02/ 12/9/03 OVERTURNING DUE TO FREEZE Assume 700 Ib/lin foot at top of wall 2800.0 Soil Weight of soil x sin of internal friction angle 387.2 EFP = 150.0 Overturning Moment 3337.2 ft-Ib/ft REINFORCING STEEL Ts = 24000(As) = 3337.2 ft-Ib/ft As = 0.1390 sq in dia = (As(4/pi))^0.5 diameter = 0.4208 inches #3: 0.375 in dia; A = 0.1104 sq in #4: 0.500 in dia; A=0.1963 sq in #5: 0.625 in dia; A = 0.3068 sq in #6: 0.750 in dia; A = 0.4418 sq in Vertical Use number 4 bars at 16.94 inches on center Use number 5 bars at 26.48 inches on center Use number 6 bars at 38.13 inches on center Use number 4 bars at 16" on center. Horizontal Use number 4 bars at 12" on center wrkVnt\pq\30270402Vetwa114 Intensus, Engineering & Surveying, PO Box 1486, Snohomish, WA 98291 N ' Fire Station Retaining Wall ' RETAINING WALL DESIGN 30.2704.02 12/8/03 We (unit weight of concrete) = 160 lb/cu.ft Ws (unit weight of soil) = 125 Ib/cu.ft Es (equvalent fluid pressure) EFP 50 lb/cu.ft Fs (factor of safety) 2 a (depth of footing) 1 feet t (width of toe) 0 feet b (width of wall) 0.83 feet c (width of heel) 2.17 feet H (height of wall, including footing) 5 feet 3 00 feet 0.6H (2' min) L (width of footing) ' A Area (L*a) 3 sq ft r (center of wall from toe) x (unit weight of concrete/weight of wall) ' Pw (pressure from wall) Ps (pressure from soil) Pr (resultant center of pressure from toe) ' Soils internal friction angle = 32 degrees Sin = 0.5299 Pw = [(b) (H -a) + (L) (a)] We Pw = 1011.2 lb/ft ' Ps = [(c)*(H-a-0.5)] Ws Ps = 1329.1 lb/ft SOLVE FOR Pr Offset = 0.83 feet (Ps/2)(1/Wc)(1/1-1) r = 0.42 feet from toe X = 0.16 feet toward toe from center of wall Pr = 0.26 feet from toe Pr is 1.24 feet from the middle of the footing ' Pr < 0.50 feet; EARTH PRESSURE Ps soil 1329.1 lbs Ph _ Ps(tan friction angl Ph = 830.6 lbs P = 1567.3 lbs Tan = 0.6249 ' RESISTANCE TO SLIDING, Rs Rs = (Pw+Ps)/(Ph) should be greater than 1.5 ' Rs = 2.8 greater than 1.5 ok Overturning Moment 1107.4 ' Righting Moment 2909.6 2.63 greater than 2.0 ok ' PRESSURE DISTRIBUTION e=Resultant Pressure eccentricity; (U2) -r Pheel = ((Pw+Ps)/A)*(1+6e/L) e = 1.09 Pheel = 2472.9 Ptoe = ((Pw+Ps)/A)*(1WL) Ptoe = -912.7 Less than 2000 psf bearing value, ok Intensus, Engineering & Surveying, PO Box 1486, Snohomish, WA 98291 Fire Station/30.2704.02/ 12/9/03 OVERTURNING DUE TO FREEZE Assume 700 Ib/lin foot at top of wall 3500.0 Soil Weight of soil x sin of internal friction angle 704.3 EFP = 200.0 Overturning Moment 4404.3 ft-Ib/ft REINFORCING STEEL Ts = 24000(As) = 4404.3 ft-Ib/ft As = 0.1835 sq in dia = (As(4/pi))^0.5 diameter = 0.4834 inches #3: 0.375 in dia; A = 0.1104 sq in #4: 0.500 in dia; A = 0.1963 sq in #5: 0.625 in dia; A = 0.3068 sq in #6: 0.750 in dia; A=0.4418 sq in Vertical Use number 4 bars at 12.84 inches on center Use number 5 bars at 20.06 inches on center Use number 6 bars at 28.89 inches on center Use number 4 bars at 12" on center. Horizontal Use number 4 bars at 12" on center wrkW\pd\30270402Vetwa115 Intensus, Engineering & Surveying, PO Box 1486, Snohomish, WA 98291 2 ■ Fire Station Retaining Wall ' RETAINING WALL DESIGN 30.2704.02 12/8/03 We (unit weight of concrete) = 160 Ib/cu.ft Ws (unit weight of soil) = 125 Ib/cu.ft ' Es (equvalent fluid pressure) EFP 50 Ib/cu.ft Fs (factor of safety) 2 a (depth of footing) 1 feet t (width of toe) 0 feet ' b (width of wall) 0.83 feet c (width of heel) 3.17 feet H (height of wall, including footing) 6 feet ' 4 00 feet 0.6H (2' rain) L (width of footing) A Area (L*a) 4 sq ft r (center of wall from toe) x (unit weight of concrete/weight of wall) ' Pw (pressure from wall) Ps (pressure from soil) ' Pr (resultant center of pressure from toe) Soils internal friction angle = 32 degrees Sin == 0.5299 Pw = [(b) (H -a) + (L) (a)] We Pw = 1304.0 Ib/ft ' Ps = [(c)*(H-a-0.5)] Ws Ps = 2496.4 Ib/ft SOLVE FOR Pr Offset = 1.30 feet (Ps/2)(1/Wc)(1/1-1) r = 0.42 feet from toe X = 0.12 feet toward toe from center of wall Pr = 0.29 feet from toe Pr is 1.71 feet from the middle of the footing ' Pr < 0.67 feet; ' EARTH PRESSURE Ps soil - 2496.4 lbs Ph = Ps(tan friction angl Ph = 1560.0 lbs P = 2943.7 lbs Tan = 0.6249 ■ TO SLIDING, Rs RESISTANCE ' Rs = (Pw+Ps)/(Ph) should be greater than 1.5 Rs = 2.4 greater than 1.5 ok Overturning Moment 2600.0 ■ 2.50 than 2.0 ok Righting Moment 6489.9 greater PRESSURE DISTRIBUTION e=Resultant Pressure eccentricity; (U2) -r Pheel = ((Pw+Ps)/A)*(1+6e/L) e = 1.59 Pheel = 3208.9 ' Ptoe = ((Pw+Ps)/A)*(1-WL) Ptoe = -1308.8 Less than 2000 psf bearing value, ok Intensus, Engineering & Surveying, PO Box 1486, Snohomish, WA 98291 ■ Fire Station/30.2704.02/ 12/9/03 OVERTURNING DUE TO FREEZE Assume 700 Ib/lin foot at top of wall 4200.0 Soil Weight of soil x sin of internal friction angle 1322.8 EFP = 250.0 Overturning Moment 5772.8 ft-Ib/ft REINFORCING STEEL Ts = 24000(As) = 5772.8 ft-Ib/ft As = 0.2405 sq in dia = (As(4/pi))^0.5 diameter = 0.5534 inches #3: 0.375 in dia; A=0.1104 sq in #4: 0.500 in dia; A = 0.1963 sq in #5: 0.625 in dia; A = 0.3068 sq in #6: 0.750 in dia; A=0.4418 sq in Vertical Use number 4 bars at 9.79 inches on center Use number 5 bars at 15.31 inches on center Use number 6 bars at 22.04 inches on center Use number 4 bars at 12" on center. Horizontal Use number 5 bars at 15" on center mi(Vnt\prj\30270402Vetwa116 Intensus, Engineering & Surveying, PO Box 1486, Snohomish, WA 98291 6 kL llr-t- L / - Mfgrs. No. 6 (C (O LCA.7!. Style S2�vSc,� Purchaser: r'tvu s i Serv. Billing Address: Name C-�Te5 Street P D city��4 Date: 2 (S( Receipt: Meter Size: 2-` Meter $ r— Connection $ ,Street Cut $ Permit # Meter Location—,5r4 EovsA off' H14. �i Service Material: Pressure lbs. GPM Date of Work -e-,-.P By: ✓S ilb Proj. No: Zr Remarks: "RctoQ SHO P 7 ?A- 6 -' "A Good Customer Is Worthy of Ever :onstaerorson-- WESTERH UTILITlb-AMY CO.=' Waterworks & Sewerage Supplies P.O. BOX 3524 54&9 OHIO AVE. SO. SEATTLE, WASH. 98124 762-7025 SEATTLE, WASH. 98134 Y-1� V `h 1 1 western' �; u `' 1 1 wireless ^ Steve Mosley19807 N. Creek Parkway N., Suite 101 y Field Engineer Bothell, WA 98011 Top Echelon Office (425) 398-7585 Fax (425) 586-8811 Cellular (206) 786-0332 E -Mail: steve.mosley@wwireless.com e 7 M r t !i - .. � s f S ^' 4 LOCATES LOCATE REQUEST NUMBER DATE CALLED: I FOREMAN/CREW FUTURE SERVICE: YES NO COMMENTS BORE: CUT: DRAWING LOCK- DATE: % D NLO INITIAL: ,,D, AR I ACCOUNT: 084 8 0 METER SHOP ROUTE/ SEQUENCE _ SUPPLIER: 14LD FOREMAN TREATMENT PLANT fE) B L T UTILITY SIZE LOCK ❑ BILLING RrESIjD`(ENTTIIALL UNLOCKED UNITS OFFICE UNITS COMMERCIAL UNITS SPRINKLER r OTHER ' I FDATE RECEIVED CITY OF EDMQNDS CONSTRUCTION PERMIT APPLICATION O%YNER NAME/NAME OF BUSINESS"--+ MAILING ADDRESS CITY ZIP TELEPHONE NAME ADDRESS CITY ZIP TELEPHONE NNAA}MEEv b r CBL mar - # ADDRESS _ /0 Cj �/ (TELEPHONE ❑ REMODEL CITY ZIP REPAIR ❑ GRADING CYDS DEMOLISH 1494-6-J STATE LICENSE NUMBER RETAINING WALL ❑ EXPIRATION DA E ROCKERY . PROPERTY TAX ACCOUNT PARCEL NO. REQUIRED DEDICATION FT irinf r6 tided 0 NUMBER METER SIZE ❑ NEW LID NO. ❑ RESIDENTIAL ❑ ADDITION LID FEE E COMMERCIAL ❑ REMODEL TESCP Approved [j ❑ MULTIFAMILY REPAIR ❑ GRADING CYDS DEMOLISH ❑ TANK GARAGE ❑ RETAINING WALL ❑ CARPORT ROCKERY . (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: REQUIRED DEDICATION FT irinf r6 tided 0 NUMBER METER SIZE NUMBER OF OF I PRV REQUIRED DWELLING STORIES INSP UNITS DESCRIBE WORK TO BE DONE a. PERMIT EXPIRES USE PERMIT ��jj ggam� ZONE NUMEIER••�M JOB . ADDRESS C PLAT NAME/SUBDMSION NO. LOT NO. LID NO. LID FEE E TESCP Approved [j PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP RW Permit Required Street use Permit Req'd THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO EXISTING PROPOSED inspection Required 0 Sidewalk Required REQUIRED DEDICATION FT irinf r6 tided 0 I= . BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED O p INSP ON REQUIRED YES ❑ NO 17 a • 3 t SEPARATE PERMISSION. Engr. Review WNED OF L)EBMS REMARKS �'j�$ _ OWNER/CTRALIIIR HESPON,B LEE FOR ROSION CONTROL/DRAINAGE • SIDE SEWER MUST W HOSE 919 WITH AVB INSTALLED ENGINEERING REED BY Dip S} ONLY • ,�� AT AppREn► FIRE REVIEWED 1(LIST ON BACK OF JO®4ARD •rL R INSPECTION REQUIREMENTS VARIANCE OR CU SHORELINE OR ADB# I INSPECTION BOND BY REO'D POSTED OYES ❑NO $ SEPA REVIEW SIGNAREA HEIGHT COMPLETE , EXEMPT ALLOWED r PROPOSED I ALLOWED r PROPOSED ❑ PLUMBING / MECH LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.) ALLOWED PROPOSED FRONT SIDE REAR FRONT LIR SIDE REAR ty z COMPLIANCE OR z ❑ CHANGE OF USE I I I z PARKING LOT AREA I PLANNING REVIEWED BY DATE g ❑ SIGN REOD I PROVIDED - ❑FENCE ( X FT) REMARKS ❑ OTHER F RE ❑ FIRE ALARM LER CHECKED BY TYPE F CONSTRUCTION CO OCCUPANT GROUP CRITICAL AREAS �,� SPECIAL'RtP.,ECTION AREA OCCUPANT NUMBE REQUIRED LOAD YES REMARKS t7 PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REQ -0 9 <i VALUATION Description FEE Description FEE Plan Check State Surcharge HEAT SOUR GLAZIN Py; LOT SLOPE % Building Permit City Surcharge PLAN CHECK VESTED DATE Plumbing IT %ANLAWFUL4, ,.6& OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTIOA HAS BEEN MADE AND APPROVAL OR A CERTIFI- CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 04/02 PRESS HARD -YOU ARE MAKING 5 COPIES ORIGINAL - FILE YELLOW- INSPECTOR PINK - OWNER GOLD - ASSESSOR GREEN -ACCOUNTING Mechanical THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO I= . BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC Grading DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE 3 t SEPARATE PERMISSION. Engr. Review � PERMIT APPLICATION: ISO DAYS d PERMIT,LIMM 1 YEAR - PROVIDED WORK IS STARTED WITHIN ISO 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 INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF EDMONDS;_ WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection Receipt # ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY 2 _ FROM THE ISSUANCE OF THIS PERMrr. ISSUANCE OF THIS PERMIT.SHALL NOT BE anIns Ldsca a p p' Total Amt. Due DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE = NOR LIMIT IN ANY WAY THE CITY S'ABILITY TO ENFORCE ANY ORDINANCE PROVISION. - Recording Fee Receipt # I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION APPLICATION APPROVAL 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- CALLThis application is not a permit until signed by the TION; AND IN DOING THE WORK ORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid, and IN VIOLATION OF THE LABOR COD OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided. WORKMEN'!3 CO ENSATION INSU CE AND RCW 18.27. O SIGN U E DATE SIG R (OWN R AGE ATE SIGNED (425) J 71 0220 • RELE SED BY D E A NTION EXT 1333 - IT %ANLAWFUL4, ,.6& OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTIOA HAS BEEN MADE AND APPROVAL OR A CERTIFI- CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 04/02 PRESS HARD -YOU ARE MAKING 5 COPIES ORIGINAL - FILE YELLOW- INSPECTOR PINK - OWNER GOLD - ASSESSOR GREEN -ACCOUNTING TE:RECEIVED �:; D V I T' : / PERMIT EXPIRES l CITY OF EDMONDS USE PERMIT ZONE ;j "' NUMBER 2'`�I � —0 13 CONSTRUCTION PERMIT APPLICATION ' JOB S ITE/APT# ❑ PLUMBING / MECH ADDRESS j_ ol ky"/ E] COMMERCIAL OWNER MME/NAME OF BUSINESS ❑ COMPLIANCE OR PLAT NAME/SUBDIVISION NO. LOT NO. UD Nd. Total Amt. Due CHANGE OF USE ❑ REMODEL MULTIFAMILY - UD FEE S J 4 . G ADORE S FENCE 13 ( X Ff) ❑ DEMOLISH TESCP Apprwad ❑ OTHER GARAGE. ---.,.,„r, RETAINING WALL 1:1 PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP RW Penna Required ROCKERY FIRE ALARM (TYPE OF USE, SUSINESS OR ACTIVITY) EXPLAIN- EXISTING 1!_ PROPO ED REQUIRED DEDICATION—'FT Street Use Permit Read tropecdon Required SidewalkR 13 W—U req � wume reavo-ed 771-0220 CITY ZIP -N TELEPHONE �1 / /7 — 16 NAME METERjlZE LINESIZE NO. OF FIXTURES PRV REQUIRED o i/� YES 13 NO 13 3 . /1 J z ADDRESS REMARKS z OWNERICONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE CITY ZIP TELEPHONE ^4 NAME, .011 NAME, ✓U /C 17...)—U4-0 ADDRESS CITY ZIP TELEPHONE V STATE LICENSE NUMBER EXPIRATIOJ DATE PROPERTY TAX ACCOUNT PARCEL NO. Oh,3 9,733o ''o/ a FIRE REVIEWED BY . NEW ❑ RESIDENTIAL tu¢ ❑ PLUMBING / MECH ADDITION ❑ E] COMMERCIAL ❑ COMPLIANCE OR V Total Amt. Due CHANGE OF USE ❑ REMODEL MULTIFAMILY BOND El SIGN ❑ REPAIR D M DSS FENCE 13 ( X Ff) ❑ DEMOLISH ❑ TANK YD5 ❑ OTHER GARAGE. ---.,.,„r, RETAINING WALL 1:1 FIRE SPRINKLER 13 CARPORT ROCKERY FIRE ALARM (TYPE OF USE, SUSINESS OR ACTIVITY) EXPLAIN- ,r S _ U0. 15/ 771-0220 EXP r NGF 3 797 - STORIES 2—_ UNITS NUMBER DESCRIBE WORK TO BE DONE ,U g i 2. /i [p % i /U / D4/1.InIA11- SOURCE I O� G % IT SL PE % K NO: _ _ I VESTED 00F THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. 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 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 SHALL NOT BE DEEMED TO MODIFY, WANE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE NOR LIMIT IN ANY WAY THE CRY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.* I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMAT ON GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGE OF THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSYRUC- TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE4F THE STATE OF WASHINGTON RELATING TO WORKMEWGOMNSATION INISURNRICE AND RCW 18.27. tiRi�YAru pOW� AGENT) y DATE SIGNED ..4 v f 11,gd ) BY 1/i s, REMARKS FFb17o S tBlwv ofdGGtr`�S f A r9 I CHECKED BY OF tONSTRUCTIONCl E OCCUPANT GROUP R 1 Aa SPECIAL IN PECTION JAREA OCCUPANT REQUIRED 91 YES ho LOAD REMARKS PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION READ VALUATION GG/ $ 10-1 Description FEE Description FEE Plan Check 3 State Surcharge �, S Building Permit City Surcharge �5 Plumbing -' Mechanical Grading u 9507 Engr. Review Engr;, Inspection Fire Review Plan Chk. Deposit FIRE REVIEWED BY . DATE tu¢ �� • y / t Z_ 1 �.. +�.. V Total Amt. Due VARIANCE OR CU SHORELINE O D INSP�TION BOND Receipt # ONO $ POSTED APPROVAL SEPA REVIEW COMET EXEMPT SIGN AREA ALLOWED PROPOSED HEIGHT ALLOWED PROPOSED Building Oficial or his/her Deputy: and Fees are paid, and FOR INSPECTION recelpt Is acknowledged In space provided. (42/5) OF C 10 U E DATE ,r S _ U0. 15/ 771-0220 EXP EXT 1333 RELEASED rY DATE ( ' / /I`l/ n LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT) ALLOWED PROPOSED FRONT SIDE REAR FRONT . UR SIDE REAR 45 445- ` 105 10 1 t- - ,�,� ,5 z PARKING I LOT AREA PLANNING BY DTE d READ I PROfED /,A.� `REVIEWED REMARKS FFb17o S tBlwv ofdGGtr`�S f A r9 I CHECKED BY OF tONSTRUCTIONCl E OCCUPANT GROUP R 1 Aa SPECIAL IN PECTION JAREA OCCUPANT REQUIRED 91 YES ho LOAD REMARKS PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION READ VALUATION GG/ $ 10-1 Description FEE Description FEE Plan Check 3 State Surcharge �, S Building Permit City Surcharge �5 Plumbing -' Mechanical Grading u 9507 Engr. Review Engr;, Inspection Fire Review Plan Chk. Deposit Fire Inspection Receipt # i Landscape Insp. Total Amt. Due . Recording Fee Receipt # APPLICATION APPROVAL CALL This application is not a permit until signed by the Building Oficial or his/her Deputy: and Fees are paid, and FOR INSPECTION recelpt Is acknowledged In space provided. (42/5) OF C 10 U E DATE 771-0220 EXT 1333 RELEASED rY DATE ( ' / /I`l/ n IT IS UNLAWFUL.TO'USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 108 04/02 PRESS HARD -YOU ARE MAKING 5 COPIES AL - FIL) • YELLOW - INSPECRC XMMEA GOLD -ASSESSOR GREEN -ACCOUNTING CEIVED 1� /, //,� PERMIT EXPIRES �. _7 CITY OF EDMONDS SE PERMIT ZONE ¢ NUMBER CONSTRUCTION PERMIT APPLICATION S INAPT# nooREss p� I WAt O R NAME/NAME OF „BUSINESS PLAT NAME/SUBDIVISION NO. LOT NO. LID NO. I 'W 713 ADDRE � LID FEE S TLID AppS ow 0 0 / 2 PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP RW Pew Required Use Permit Rerjd CITY zi ZIP TELEPHONE': EXISTING PR ED Ins,Stre wveesw, �1$ed Sldewaik Required / I J /,,, V (, 34 REQUIRED DEDICATION F7 Undergmund �0 required NAME / METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED O YES CINO 13z C ...ADDRESS REMARKS . 6 8O4 l` gy`O BSD�i BUST z V OWNERICONTRACTOR RESPONSIBLEORR.,ERRO'S'ION CONTRO DRAINA CITY ZIP TELEPHONE � L lL- fy'Y/�•-QUI S . �U. Inl�-�?10nIS NAME jCBL# G A._ ENGINEERING REVIEWED BY Ecc ' ADDRESS 7e'�►''-:•... FIRE REVIEWED BY DATE uwa CITY ZIP TELEPHONE VARIANCE OR CU SHORELINE O INSPECTION J REQ❑NO BOND POSTED STATE LICENSE NUMBER EXPIRA N DATE CHECKED BY % ©� e� ?e- IZ6 b 14 4- S $ SEPA REVIEW COMPLETE EXEMPT SIGN AREA ALLOWED PROPOSED HEIGHT ALLOWED PROPOSED 4PROPERTY TAX ACCOUNT PARCEL NO. /.� )0 /8O 716715, 7 LV EXP - NEW RESIDENTIAL PLUMBING MECH } / ❑ ❑ LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.) .. ALLOWED PROPOSED FRONT SIDE REAR EAR FRONT. LIR SIDE REAR- O ADDITION ❑ COMMERCIAL ❑ COMPLIANCE OR�/ ADD L / /v y/ G/ / ,O' O „�..► ! Z _ CHANGE OF USE RE D PARKING PROVIDED LOT AREA P NI G REVIEWED BY DA E ❑ REMODEL MULTIFAMILY . ❑ SIGN IL f 7f�'1 ,, t O REPAIR FENCE C' ❑ MAR S 'n f �lt �Yl , ZD OOO • QS CYDS ( X FT) OTHER ❑ DEMOLISH ❑ 'TANk' r, El ©{ � " . . TAW"),— V V '2 GARAGE RETAINING WALL FIRE SPRINKLER CARPORT ❑ ❑ " O ROCKERY FIRE ALARM (TYPE Of.:UW. BUSINESS OR ACTIVITY) EXPLAIN: d••, CHECKED BY �� TYP OF CONSTRUCTION I CODE OCCUPANT GROUP 0 V O . NUMBER N119-7 UMBER OF DWELL IND CRITICAL AREAS SPECIAL INSPECTION AREA OCCUPANT $OF TORIES UNITS NUMBER� REQUIRED YES LOAD DESCRIBE WORK TO BE DONE REMARKS = PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REVD77) 9' A�l 45 lam(% L fkJ O /l.) 6 Z-0-/4-6 -A2 &M&A16 VALUATION g 225 CF - $570190,2 6 :. — Description FEE Description FEE .. Plan Check.. 3- 30 State Surcharg , •�j T SOURC& GLAZING A LOT LLOOP % .00o. Building Permit City Surcharge PLAN C ECK NO; " VESTED DATOF Plumbing: Mechanical�Y�C boo .THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO t BE DONE ON PRIVATE PROPERTY ONLY ANY CONSTRUCTION ON THE PUBLIC d. DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE Grading 70 .+ 4WbgC t SEPARATE PERMISSION. r �„ Review 2 Engr. 9 I PERMIT APPLICATION: 180 DAYS CL PERMIT LIM17: 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS Engr. Inspection /J f� r D 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 INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF 1#" QIN EDMONDS. WASHINGTON, ITS OFFICIALS; EMPLOYEES, AND AGENTS FROM ANY AND ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY Fre. Inspection 6D Receipt # FROW THE ISSUANCE.OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE S DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscape Insp. Total Amt. Due _ O . NOR LIMIT IN ANY WAY. THE Cn1PS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.' .•- Recording Fee Receipt # .. I' HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION APPLICATION APPROVAL GIVEN IS CORRECT AND THAT 1 AM THE OWNER,.OR THE DULY Aun10RIZED AGENT of THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL T� application is not a permit until signed by the TION; AND IN DOING THE WORK OR 'ED THEREBY NO PERSON WILL BE EMPLOYED Building Olticlal or his/her_ Deputy and Fees are paid, and �JN.•VIOtATION OF THE LABOR C OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION recelptisacknowledgedin�paceprovided. WORKMEN' SATION IN CE AND RCW 18.27. `. OFFICJILLSSIGNAWE DATE ' 81 ER O A DATE SIGNED (5) A �/ i 0 3 771A9-0220 . RELEAS D BY`f-DAVE EXT 1333 / rW UNL WFUUL USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL '`44 g 4A A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- 0 GNAL- LE - YELLOW-INSIECTOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PI - NER GOLD -ASSESSOR oa/ozPRESS HARD -YOU ARE MAKING 5 COPIES FREE" nccounm"° 0 REFER TO SHEET o-2 FOR ENLARGED SITE PIAN r----------- --------------------------------------------- ::: o y� J 1 J W_ 0 m � -------�, 1 1 ' MANOR NO. 9 I ' 1 1 ALDE RWOOD BLOCK 51 1 Of 0 IB F- O L BASE TRANSMITTER STATION (BTS) ON CONCRETE SLAB ON GRADE TRACT 10; PG. 6 00 VOL. 1 S89'29'08"E 270.01' I 1 BUILDING 1 I -1w ----------------------- PARCEL -------------""_.---PARCEL D 22-CEOAR 422.64 _1 Y rDP ELEVAnOM =374-_5 ASPHALT 589'44 ? I --- -- ------ -- - - -pw - -- ^' E 150 00' 7.2T{ R.4E- W 1 _ - _ LEGAL DESCRIPTIONS: T -- -Z 9 44'5PARCEL A: a I s�eysst { 4'C.,. S89'44'59"E 100.00' - - SEC**" THE SOUTHEAST CORNER OF SAW TRACE; THENCE NORM ALONG DE I� ANTENNAS MOUNTED �I yy�� TO O0EAST Lpl[ THEREOF 120 FEET. THENCE WEST 100 FEET-. THENCE SOUTH 167.23 FEET to I.•T ON MONOPOLE 15-0 l.000- DDWoo iTHE M1wr 11 0. FE(T To TT1E �P'D•( a SWM G -X ALONG THE MARCH OF rW (iYP. 3 SECTORS) ET - 7 I"'A py`g PARCEL B: I I ' ;yc ( REGINA04 AT THE SOUTHWEST � OF SAD TRACT: THENCE NORM ALONG THE 1 1' • b 1 WEST UNE TIEREOF 160 FEET; BOWDON EAST AS 120 FEEr; THENCE SOUTH 63.70 FEET Io 1 _ 1 p I THE YNtGN WAY. �2 FEET MORE OR LESS: THENCE �THE IZ I 11 p O �G O 4E1 WATER TANK I L t I st o PARCEL C: Of' EL�4o6.$2 I I p 3y N 71NT PORfgN Of TRACT 16. B —0 S. Cl.! -. RE D -A 9. ACCORDING TO PLAT ' + I ^ I I WASMNGfON, oEiCMO UMFTHEASTOLE0W5; �P6. RECORDS OF SNOHOMISH CO N7y I I I Incl PARCEL A 3 ( Oa THE ANOR�M M N OF BOWDDON WASr,�ilo 9 TRACT 1EE6r To THE TRUE PONT OF n GRANTED ro COY of EOFFONDS O I BEGwMNG, iNE SND POM BEND TIE SOU UNDER OEE. of TRACT OEEOED ro TIIE PER STAMORY WARR.WTy PEED I COT Oi E01FON05 ON iEBRlIAIiY 19, 1960, lInOER DEED RECOQOEp N lIE SNONOW91 RECORDING N0. 1383957 U) I COUNTY AUpi0Fr5 aFF'ICE. FILE NUMBER 1365953 THENCE NORM ANO PARALEEL TO TIIE EAST UNE OF SND TRACE 14 167.23 FEET: THENCE WEST So FEET: TIENCE SOUTH A01 PARAIIit T THE EAST UNE OF SAID TRACT 16. 190.84 FEET. MORE OR I I UT t 1 3 p LESS, ro THE NORTH MARCH OF BOWDON WAY: TH14M N6a'4YOOi ALONG SUD L N I MARGIN ro THE TRITE PONT of BEGNIOK:: ' 0 T 0 1 „ ( rOGE7TER AFM THE RTGM ro MAKE ALL NECESSARY SLOPES FOR CUTS AND RLS UPON 1 - 1hE ABUTT➢4G PROPERTY, AND ON EAOI SK1E Oi Y'7 O'SCRtBED R1GFT-OF-Wwr. w CONFORMITY Mill SiAApARD PLANS AND SPECIFiGTllX45 OF DE CRY OF EONOIIpi 0.0 0 I of PARCEL B ` I PARCEL D: �. No LEGAL OESWUPIgN SUPPL2EO FOR TMS PARCELza- _-- ofvll , 0 a 1 I Ln 589'0.0.'50."E 120.01' I 01 I 1 I I I o�W� , m- 114 CORNER "• PDUNDCONC. YON N CASE AT 1 I o1 (W o6>E 1 THNJERSfCDON OF MOoN N 17 C ,32 Ah2_ 6TH A+c K M,NEOST. t I I MTI u i 59 17TH ST. S.W. to in PARCEL C crMNTm ro aTr 0.F EOMONOs pI W / O PER SpiUIORT rARRA10Y DEED �_ '^ REcaRDNG n0. 13es957 I N Id � yl W 1 / i 564.58.06 T.To• p61 O� 1 R�'e�•1 I , / FOUND COW- mQ L NCASE WYN / "PA WIN � I-] s OQ ARCHITECTURAL SITE PLAN " F 24'x36- SCALE: 1 "=20'-0" N 1 1-x 17- SCALE 1 "=4o--O- (A ::: o y� J J W_ 0 m � of 0 yZ Q Y Q < a Y Ld Ld Of 0 F- O Z O 00 Iq I 1, � ►St �e W. Knox Fdzpotrick M. Architect 0.L Associates 9807 North Geek Parkway N- BOM WA 98011 (425) 398-7553 Fax (N 588 u DATE: 12-12-97 DRAWN BY: Dim CHECKED BY: WKF REVISIONS GATE DESCRIPTION NK AMA? PlAN7A1G Dim V. S0E LOC/Tw wKF 9/24,17 iv SETBLt24/F'9I WKF PRELIM CO' GJM 1/1/96 FINAL CO' OJM - EVISEO CO' JuG EVISEO CO' JGtG FINAL CO• JA1G iQ/!yf _PICKUP - RF -1 Dim SITE NUMBER SE- 1626-B FIVE CORNERS. 8505 BOWDOIN WAY EDUONDS• WA. 98026 a-1 l... .n .. r ..Aft City of Edmonds Permit No: 01)L 76 3Sf RIGHT-OF-WAY .CONSTRUCTION PERMIT Issue Date: A. Address or Vicinity of ��l B. Type of Work (be specific): UTL47 t �%IGr �i �(�, i�h,Jl�l�, �-�L A1'�'tt✓v CutIS C. Contractor:-�,A�'► G N--� �1'`�Q1'1a�-- Contact: .Mailing Address:�> Phone: State License,#:PQ Liability, Insurance: Bond: $ D. Building'Peimit•# (if applicable): a" Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project ❑ EUC (PUD, VERIZON, PSE, AT& T, OVWD) Multi -Family ❑ Single Family, ❑ Other INSPECTOR: F. PAVEMENT CUT: ❑ YES ❑ NO . G. SIZE OF CUT ' X CONCRETE CUT:. ❑ YES . ❑ NO AN)LICANT TO IZEAI) ANI) SIG 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 dagger 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 bf the workday — NO EXCEPTIONS. l -6 �, .. Three sets of construction drawins 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 AB6VE STATE NTS AND UNDERSTA ND THE PERMIT.REQUIREMENTS AND ACKNOWLEDGE THAT I MUST tl 1fE THE PINK C(Y Y OF, THE PERMIT A VAILABLE ON SITE A TALL 'TIMES FOR INSPECTIONS Signature: !/�/`-�C r i%w'� Date: h `li7 -'" FOR CITY USE ONLY, Approved by: Right -of --way Fee: 166+15 Time Authorized: Void After Disruption Fee/Fund 111:.Jt Special Conditions:- t.4� M • RestorationlFee: Total Fee• amu, OeL' ulKc-ED . Ir�-r"nonJ5 .Receipt.No: i- L !�2'�e Mn't1"�2►i t.� to 6124 Issued by: ".- T., n :. 5trr�" f�S fLcl pts (c>��.4a�! . ?.coo Z 3u 103 UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THEEDMONDS COMMUNITY DEVELOPMENT CODE (Phone 425=771-0220, Ext. 1326) FINAL APPROVAL OF PERMITTED WORK: DATE: Inspector's Signature. For DAMy Documents\Forms\Engnmg\RO W permit_ doc uirements see Information handout. • a n NOR NO' ALDER WOOD NIA BLOCK 5 TRA CT 18 VOL. 10, PG. 6 Sig -22 -0 -8 -E27 -001 --ad, IOP ELEVATION 12�CEDAR \ TOP. .374.35 ♦11.14 * 387.19 PARCEL D 22'CEDAR 15 421.64 380.' . .-„ .. :•;/.��;•.`.• lA1{.r1R VINE I .`•{,,6T�..J.. a, 418.91 MAP LE Ol 386.3 .a 58744'59' 6'FIR 351 ;.�.�• I I 1 acOO- `„ 1 1 I 1 I I I I WATER TANK TOP EL. 406.52 PARCEL A 589'44'5rE 120.01' I I o PARCEL C PER $TAMORY WARRANTY DEEP RECORDING NO. 1365953 e O GRANTED TO CRY OF EDMONDS „ o� PER STATUTORY WARRANTY DEED W m RECORDING NO 1385953 0 n I0 379.76 TO THE NDI9M MARGIN OF BDIIDow WAY, AS SHOWN ON SAID Pur.' THENCE SOUDI- tN MARGINTHMARGIN142TOOF BOWDOIN WAY. lFEET MORE OR LESS THE I 1 I 1 SEC 30, r.27N., RAC, W.Y. MAT PORTON OF TRAGI 16. BLOCK S5,, AIOERW000 M4NOR NO. 9. ACCORDING ro PUT THEREOF RECDRDED N 10LIAE 10 OF PUTS, PAGE IL RECORDS OF SNOtIOMI91 COWW WAS/6NOlON, DESCRIBED AS FOLLOWS BEGNNIC AT DHE SOUTHEAST CORNER OF SAID TRACT 16. THENCE S84'43'OO�Y KONG THE NORM MARGIN OF BOWDOIN WAY, 110.59 FEET TO M TRUE PONT OF BEGIR/IC, i1fF SAID Pa.R BENG THE So17TIIWESr DDRNER OF tRACT OEEDiO ro THE To 'HE }1�9 60 05 5 UNE SAID TRACT 16. 167.23 FEET. THENCE WEST 50 FEET: THENCE SCUM AND PARALLEL ro THE EAST LINE OF SAo TRACT 18. 190.84 FEET. MORE OR LLSS ro TTHE NORM IARCN OF DOWDOIN WAY.' THENCE NM'4J'OOT KONG SAID 1IARCN ro TIE TRUE POINT OF BEGINNING: TOGETHER WITH THE RIGHT TO YAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON I i 1a MOK 61 I NLLNE OF'N.E 'A W. 114, io- I oe „If b I'4 N 150.00, S89'44'59'E 100.00' 1 I I o PARCEL A ; cTwrrEO ro cmr a EoucNos PARCEL A: PER $TAMORY WARRANTY DEEP RECORDING NO. 1365953 e O _ „ o NI TOP- I 379.76 TO THE NDI9M MARGIN OF BDIIDow WAY, AS SHOWN ON SAID Pur.' THENCE SOUDI- tN MARGINTHMARGIN142TOOF BOWDOIN WAY. lFEET MORE OR LESS THE 0 /1 I 1 SEC 30, r.27N., RAC, W.Y. Y A �DojN w , BO �,1�8� c H6A 5806 I I I 1 I q, LEGEND: ® FOUND MMAENT DECIDUOUS DEE EKRCFEEN TREE >Z UTILITY POLE o BOLLARD — ROCKERY N.1/4 CORNER FOUND CONC. YON N CASE WM 2' BRASS DISK WIN AT INTERSECTION OF DOWDON AVE. 6TH AVE. N., IAN Sr. Q 12THHSr. S.W. A'LA 15 DATUM: NAVD 88 SNOHOMISH COUNTY GPS CONTROL. BASE OF MONOPOLE ELEVATION: 364.00' NOV - 5 1998 SITE SURVEY 24'x36' SCALE: 1'=20' o I LEGAL DESCRIPTIONS: i PARCEL A: BECPNNC AT THE SOUTHEAST CORNER OF SAID TRACT• EmCE NORTH ALONG THE EAST UNE THEREOF 120 FEET• THENCE WEST 100 FEELT ;TTENCE SOUTH 167.23 FEET TO _ THE NORTH MARGIN OF BOWDON /N WAY. THENCE H'4YOO KONG THE MARGIN OF BOWDON WAY I IM59 FEET TO THE PONT OF SEGIVr6NG. PARCEL B: 1� BEG9wNxNC Ai TTE SOUTNwE17 CORNER OF SAID TRACT,• THENOr NORTH KONG THE WEST INE THEREOF 160 RET. TIETTCI EAST 110 FEET. THENCE 5017TH 6570 FEET TO THE NDI9M MARGIN OF BDIIDow WAY, AS SHOWN ON SAID Pur.' THENCE SOUDI- tN MARGINTHMARGIN142TOOF BOWDOIN WAY. lFEET MORE OR LESS THE P�TOUny 9FOUO EGINNPARCEL C. SEC 30, r.27N., RAC, W.Y. MAT PORTON OF TRAGI 16. BLOCK S5,, AIOERW000 M4NOR NO. 9. ACCORDING ro PUT THEREOF RECDRDED N 10LIAE 10 OF PUTS, PAGE IL RECORDS OF SNOtIOMI91 COWW WAS/6NOlON, DESCRIBED AS FOLLOWS BEGNNIC AT DHE SOUTHEAST CORNER OF SAID TRACT 16. THENCE S84'43'OO�Y KONG THE NORM MARGIN OF BOWDOIN WAY, 110.59 FEET TO M TRUE PONT OF BEGIR/IC, i1fF SAID Pa.R BENG THE So17TIIWESr DDRNER OF tRACT OEEDiO ro THE To 'HE CRY OF EDINOY/DS ON FEBRUARY 19. 1960. UNDER =ERRw TIE S COUNTY AUDITORY OFTNCE. fIIf NIMBER 136595A THENCE NORM AND PARQL ro Mf FAST OF UNE SAID TRACT 16. 167.23 FEET. THENCE WEST 50 FEET: THENCE SCUM AND PARALLEL ro THE EAST LINE OF SAo TRACT 18. 190.84 FEET. MORE OR LLSS ro TTHE NORM IARCN OF DOWDOIN WAY.' THENCE NM'4J'OOT KONG SAID 1IARCN ro TIE TRUE POINT OF BEGINNING: TOGETHER WITH THE RIGHT TO YAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE ABUIIING PROPERTY, AND ON EACH SIDE OF SAID DESCRIBED RIGHT-OF-WAY, w CONFORMITY WITH STAN04RD PUNS AND SPECIICATIONS OF THE CITY OF EDYONDS PARCEL D: NO LEGAL DESCRIPTION SUPPLED FOR THIS PARCEL LEGEND: ® FOUND MMAENT DECIDUOUS DEE EKRCFEEN TREE >Z UTILITY POLE o BOLLARD — ROCKERY N.1/4 CORNER FOUND CONC. YON N CASE WM 2' BRASS DISK WIN AT INTERSECTION OF DOWDON AVE. 6TH AVE. N., IAN Sr. Q 12THHSr. S.W. A'LA 15 DATUM: NAVD 88 SNOHOMISH COUNTY GPS CONTROL. BASE OF MONOPOLE ELEVATION: 364.00' NOV - 5 1998 SITE SURVEY 24'x36' SCALE: 1'=20' W. Knox Fitzpatrick 81, Architect & Associates 9807 North Creek Parkway N. Bothell, WA 98011 (425) 398-7553 Imp (125) 398-15M DATE: 11-4-98 DRAWN BY: DJM CHECKED BY: WKF REVISIONS DATE DESCRIPTION WIX 11/4/9! D. PER CITY DJM SITE NUMBER SE- 1626-B FIVE CORNERS 8505 BOWDOIN WAY EDMONDS. WA 98026 add o 00 0, i J J W O 0] _ F - Or O Z 1� OfY a Y W W U F— Of O — Z Z 0 O) W. Knox Fitzpatrick 81, Architect & Associates 9807 North Creek Parkway N. Bothell, WA 98011 (425) 398-7553 Imp (125) 398-15M DATE: 11-4-98 DRAWN BY: DJM CHECKED BY: WKF REVISIONS DATE DESCRIPTION WIX 11/4/9! D. PER CITY DJM SITE NUMBER SE- 1626-B FIVE CORNERS 8505 BOWDOIN WAY EDMONDS. WA 98026 add + `' y/ rif:n y ?..r •!- fA, .i S�� ( _-t� . VV �IfO T i i e ,�iS�i 4 �' r +r: �.q + r t l, M r �• C r\h r i>� H F N� �.. t'. i a• p rty, ^L + F C i r;LL ax_�, � � "� . � � ;tiY� - $ �� `f,., r.�•, �_� �'� �g'4'f ,�y Fj.�'Sit�1 � �,. t t. '� x4`�'` ,,±± t ,,,> � , h, `°yr � ;Q- ' � r '%� `✓°A. 1 {FY A - • � � ., a,F ..ti f+y. 1,, i � r ` - a yt}.., J c n. +�i "'�r x a..4q 45'•'+ � � � C ..` � _t + + �� , ' l 7 i `Y 73 o 0� .- ... a STREET FELE � R 14, '7Z `; �j - ;-,r a _.✓.a, a Z' 1 ' r � ••gyp t . r n- ;c''yr tt . f -- - - r �.... � .?�C., -•`'C' .3 .: i wt., ' *'`2'l'a".. _ 'tee, �Jy "ti r P .? y j��R s2 "•4i �A \. rp ", 4 r , ,S 4 • 1 \ � � JK , M •c r � � r r+t� /6 � ---�._...._....r..�-ni�ss.mr-s.=_:ate-c-s. AAr x � r ! r v� ; LANDSCAPE PLANTING NOTES • 1. CONTRACTOR SHML BE RESPON=2 FOR FAYl1AF=NO WASaF "THALLOTIER MM IWROVEMWTS PROR TO STARTNO LA NDSCAPEWOM 2 CONIAACIOR 04ML USE GMRON 1MLLE EMWATSp TO AVOID DISTW Wq ANY UMJTM CIOOIMIRED. COARACMR O TO PRONPRY AMM OMRAL CONTRAGiOR AIOOM CR OP AW MSnWZMUnUT1ES OCCATION SERYIOERQIE 1-050 1 CONTRACTOR WAL MAINTAIN ARO WATERALL RANT MATERIAL 1NIL FINAL INSPECTION AND ACCEPTANCE IFY THE OINNER OR MS AGENT INVVRITDD. L CONTRACTOR SHALL TE RTS ONSBLE FOR COMR1rnD SPSFTCCRWNRM OF OROURDCOJERS AID RANT MATEIALS UN.ONOON{g/fEi! SPACOD FOR PUWM ABSTATEDN TIE PLANT SCHMM MD YINMLN RANTING DISTANCES AS SPECKED BHOW IN THM NOTES 6 GAORD OMAMSLNL BE RANTED NMN E =LATEFAL TRIANOIIM EPACNO RATTERNAT THE ON CENTER DBTMN=SHONMONTMPLMORNTEERANTOMIM LE WEREORO1NDO74ERAmm CIRBINO.wALIIWAYS, SIONB CR POLES MINMLN PLwm DIsrAM:ESSHALL BE irmm CENTER OP RANT To amen wALIWNT, ETc, MINIMUM RANRNO DISTANCE SCALL BE IV FROM CE NTBROP TREE& 6CONTRACTORSIWLBERESPOISBLEFMMROVMMTHEOINNRTI69CFPLMTO HATAMRSWESMWBY SYMBOLSONTHEORAWKIEL T. SL.BORACE IBM M WMN IAOTH FOOT AS PROVMM UV OT1ER& 6 MINLINM C OEPRR WI NIERMUL TW SOIL IN ALL PLANTING BEDS S MUMIAI r mwm%onut B( TOPSOIL; IN ALL IAWNAREAS 10. MINIMUM r DEPTH MEMN GROUND BARK MLL.OR IN ALL RANTING BEDS. 11RECOMALL PLANT MATERIAL SHALL BE FERTB�MT ITH ACRO TRMNSR.ANT FERTUER 4-2-2 PER MAKFACTURER9 MENIATIONS 12 ALL RANT EMTHSAL SHALL CONFORM TO AAN STAIDVDS FOR WIRSERY STOOL LATESTEDITION. ANY REPLACEMENTS MADE AT ONCE I) GENStAL• AEPIRII nlbdMa Ilun6llad autl OP IINOAY NPV VomVR�A 11PIW a1LPr LP•rJs RrvaMV Am nui Mo A normM IMMLaRMl Th"90LVLS.wStrincNd.wl pcpOnlN�l WAMeNOows, wOdP•Ycptl!Vaaymm M PIAit.001 aMgWcaSPAtlanAtmdllWiDltlo>ihliMbplTaRIMPq.cL . M TAME. ALNOti gmon 00 Qmffd A Me" W'AxIrIoA rRu W an®Im m gloul m pSNN1S MA and O.)ect RANT PhNAtP IM tAM0.NT. MLRAnl W ILAM•d WIo1 In Io4 AIP ad6ss44AN1. MaaW, OAnr, LanRIW da ey d rFaaaA.m.wn MOIL EDassniuDOBrmamnewln"Awgr= p0•a EiolAtAe tt�p. •MyNm2 11 PNMT N.K6S AND TREESA MIMAAM OF 3C FROM CURBS TOALLOW FOR CAR OVMWM UNLESS WHEEL STOPSARE RDVIDED ATEACH PARKM STALL U. SOO LANK AREAS TO MEET SrA DARO PRACTICE OF INSTALLATION t3. AWATERNO SYSTEM FOR ALL PNINTINO MEAS. POPIP SPPoNDI3RS ON TRIPLE SWING JOINTS SHALL BE USEDOi SPRINKLERS INSTALLED ADMCENT TO CLIRBB OR WALKS IRRIGATION RAN TO BE PROMDEDONCE STE PLAN HAS BEEN APPRO.RD. 10. ALL aRMTO BE MAINTAINED AT MAIOMUM 3r HEIGHT. SEE AODMON1L PLMRNo NOTES ON PLANTING DETAILS, �YPi1!TTB IRTAd. GAJ ANT1� L GPPl1 p.awp T / P•In. ecP INV1X 01 --RN, q+Wa ��IOIIS TREE /M:ANTNO �`��JJ77 M7.4 RECEIVE SEP 1 7 22003 PERMIT COUNTER �r +F.wTo MT6F TaDL SA.T� at -Pao PLr 4-ri-4 1#TTC: 4_ MI W4 TGA .wr ii$OTIND COVER PLANTING TRIANGULATSPAGING DETAIL • SYMBOL BOTANICAL NAME COMMON NATE S12E TREES ACE RCI CINATUM ACER CgCMATUM CORNUS HORN CUF ESSOCYPAM LEYL V= GIAAEAEYPMBB VINE MAPLE &S MN CHANTICLEAR PEAR q CAL FLOWERNO DOGWOOD 1+ CAL LEYLAND CYPRESS B MDL HNM FALSE CYPRESS ESCALLONL WIN&M QIOR6R' 3001B plan cs C W is s VVI; Q e� e j b Zco I DATE I REVISION I SHEET NO. a THIAM OCCDBNTAIJB IEMER/LLD EMERALD GTEBN Sd ' PNVLEAE MORICOIA WESTO N WHITE POE B S164B8 ESCALLONL WIN&M QIOR6R' RAMIE .2GAL. CORTINS STOLONIFERA VARMT@ VARIGATED REUTWIG DOGVIOOD GOAL VBIROAIY DAVDIr GAVDL VBWONM 2OAL MYRICACAUFOWRICA PACM VVAI MYRTLE 6 GAL aROt INDCOVE R WALOSTENIA IE NATA SAME L• p A ,2r" CEANORIUB GWRMM OLANOTHUS POIN. PlEYES 1 GAL ,SR oA 3001B plan cs C W is s VVI; Q e� e j b Zco I DATE I REVISION I SHEET NO. a VICINITY MAPNDTTD6CA E J� �P "5 CORNERS" SITE i 3 �O PROJECT NO. 030505 DESIGNED BY• TML DRAWN BY: TML DATE: 7/1103 THE LEREN, COMPANY INCORP,._ORATEC DESIGN 3 DRAFTING SERVICES PO SOX 12883 MILL CREEK WA, 88082 PH. 425 -787 -SM FAX 4264644460 swaa LERENOSEANET.COM o F- J I r a. PERMIT OOUNTER w Z O LOT SIZE D� 17,875.1 sq. R C BUILDING FOOTPRINT O 8041.7 sq. R PERCENTAGE OF COVERAGE O 44.996 � I DATE REVISION I soots plan %V.UW PEILI 104 1 ? (k) �- SHEET NO. i r Ifl 77lYJOO1 HMAM • Rec I'Veb SEP T 2003 PERMIT n► �.I,.__ c: V.V ' LOT SIZE 17,875.1 sq. R BUILDING FOOTPRINT 8041.7 sq. R PERCENTAGE OF COVERAGE 44.9% j Site Plan PROJECT NO.03DS05 DESIGNED BY: TML DRAWN BY: TML DATE: 7/1103 THE LEREN COMPANY INCORPORATED I I 1711, 117111 DESIGN & DRAFTING SERVICES PO BOX 1288 MILL CREEK, WA, MIMI PH. 42"87-G843 FAX 4258840280 emelt LERENCSEANET.COM I DATE I REVISION 1 SHEET NO. I Nd 6££Z I COOZ16ZILO-dll'900dH31-3dd-dI)I 0 is • A Main Floor Plan 1 SCALE: 1/4' a TO PROJECT NO. 030505 DESIGNED BY: TML DRAWN BY: RLT ORIGINAL DATE: 524/03 THE LEREN COMPANY INCORPORATED I DESIGN d DRAFTING 8ERVICES PO BOX 12803 MILL CREEK WA, 98082 PH. 428-787-6811 FAX 4259840280 ema LEREN(MSEANET.COM 13r--1 Z 0 �o �Q) Q �z 0z c/) xo 00 0 0 0 0 w 0 ac= moo SHEET NO. I oN 5 Nd £L:6I I £OOZl6ZJLO - d Il' LOOd W 31 -Odd -d I'A i T � 7R8000J 4IIl:79AY .r A 2nd Floor Plan 2 sc a lfr•raw PROJECT NO.090506 DESIGNED BY: TML DRAWN BY: RLT ORIGINAL DATE: 524109 THE LEREN COMPANY INCORPORATED DESIGN b DRAFTING SERVICES PO BOX 12883 MILL CREEK WA, 98082 PH. 4267878513 FAX 425884-0280 eme0: LEREN®BEANET.COM D o z 0 �O Q �z 0a U� t� O 00 ac= jo �w 0 Do moc) I DATE I REVISION I SHEET NO. W Wd EZ 6 L: L EOOZ16VLO - d I1'ZOOd W31- Odd -d DI -A6z- lb:L_ - �n�IP ioA, Illl�r�lll�,. ! /Illril�l� � ■ 85.,I11ur111111 ® ®n�Inlnnann ill® ■;e■ null � r� ■©■■ ° ■■ o = �� ,��wlnnm ■� !■ n ®" ■■III�I ®I u e Flo -n1., Im ■ ■ n dllll � I ■■'■■ I' ■ : � �:A�n�lO�luf�: "�Q®1 '�aI(�Ilin/Ii1Q■IIImi I11mll �nn=m�illll nnmlrllr� ®�n°dlmmi � - --- �..nn1�m�1■rl�Imnl�nn�.�. IIOIIInfI11Il �® hlrillle(rIU ,- PC M a • Water Tank Reba/Car • NEI/4 NW1/4 Section 30, T. 27 N., R 4 E., W.M. Rd -/Gap N 89° 44. 14"W 100.00 I8 I Ig z N 89° 44' 14' W I SOM 47.¢0 5 Anchcr 1ttY10ta 7.841 AN ' 1 I I I I I I I I i I y Pt z Asphalt 3' Reba/Cap `tAp9 00 -4;� all ofµ v — P000 e000 ' VO 0 WV 81 0 ary I i H1 Ilil ` N N A° l; C'i A �p7pp o d3 Yr= � O � g-, BASIS OF BEARINGS Centerline of Bowdoin Ave being N 64 ° 34" WE Equipment & Accuracy Lei= 6" Total Station used for field traverse. Accuracy meets or et ee& WAC 332130-0990 0 Indicates monument found as noted • Indicates nail & tag found as noted Legal Description: That portion of Tinct 18, Bloch 5, Alderwood Manor No. 9, according to the Plat thereof recorded in Vol SO of plan, page 6, Records of Snohomish County, Washington, described as Mows Beginning at the southeast comer of raid Tract 18, being the True point of beginning; thence North, 149.71 feet thence N 89°44'14"W,100.00 feet thence South and parallel to the east live of said Tract 18, 30.00 feet thence N89° 44' 14" W, 3.00 feet thence SO' 00' 18" E, 169.16 feet to the north line of Bowdoin Way; thence N 64° 34' 00" E, along said margin, 114.03 feet m the True point of beginning. Connitung 17,875isE 0 00 0 a c W� 0 U �o V mO�N WCd fj�o a a 45 -d ° (� o t O to 00 APPROVED FOM CONSTRUCTION �. FSht ject 30.2704.02 I CRFrQMW °"a 1 of 1 Wd £Z:61 l £OOZf6ZILO-dll'900dH3l-Odddl'A Ct:'.,a,i*+-,.. r••,i•"....•."'rnq,6.T'.. �, ... .. Ya .. „� Y � _. rc„ v.... �,_.,� .�✓.-=_n., •.r. _,:ri : ' .. - -.. -,. _ .. .. ..• .r t • _'4 �' � ,. ;1..7•f`fin.J4'tic...+yV}a-lxhfl..•'.'L :y,..-..r+Ix^'.... _. ".1 p.. 4 {.awl yMy Imo• i ll f City of Edmonds F� Permit, .0: �'4l 2? �' . RIGHT-O&WAY CONSTRUCTION PERMIT Issue.Date: �7 � 1 f o} A. Address or Viciniiity,of Construction: C� � B. T e of Work (liepeeific): G? 1 vi SG �'�G S 'i G t n [� i.Q N ("+� L C. Contractor:'�i�I t (- Contact: i G%f . / 1`Gi • IV e ? 5 Mailing Address: Phone aO (D -j4(% State License #: Liability` Insurance:: f Bond:. $ D. Building Permit # (if applicable): Side Sewer Permiti(if applicable): E. ❑ 'Commercial, '' ❑.. Subdivision ❑ City Project EUC (PUD, V'ERIZON, PSE, AT& T, OVWD) ❑ Multi -Family Single Family ; El Other INSPECTOR: F PAVEMENT CUT:, YES E1 -NO G. SIZE OF CUT' X 5� CONCRETE CUT:' Ll YES ❑ NO Al"I'LICANT TO REAl) AND SIGN ;;, 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. , FORA P RIOD OF ONE YEAR FOLLOWING THE FINAL ' INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION. FEES BE HELD .UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PRO CES ED FOR ISSUANCE. TO THE APPLICANT ♦ Traffic control' and public safety shall be in, accord e�iv th City regulations as required by the City Engineer. Every flagger must be . trained as required by (WAC) 55= OS 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".b'e'patched with -asphalt o'r 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 ANDfUNDERSTA-ND THE PERMIT REQ REM NTS)AND ACKNOWLEDGE THAT I'MUST MAKE THE PINK COPY OF THE'PER_MITA-VAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS Signature: L' Date: g (Contractor or Agent) JQS2-C��...... RITYU E ONLY- . . F C S -� S Approved by: Time Authorized: Void After 1 / _' / ! Disruptlon.Fee/Fund Special Conditions: iW�rt*1W mla-. ' ` Restoration,Fee ,,"•, tl'i�l.t'C1 5.f 1/G, i 1 4, -C i% Total Fee '# "7S c � —uj" )-tfl Receipt "No: .4 0a 0919 t 3 5. Issued by `•' '� A1C �/1A �!!L 1'��2. �%l.�li: .. ., a�irSwlM, `. •,_. '�- a"r.: -.,:yam- ._.�'�-":.. .... ,_ .:tea-'- _ ,.,k,.,•- •r .�.•._ UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL INSPECTION, IS REQUIRED, PER CHAPTER 18.00 OF .THE EDMONDS COMMUNITY DEVELOPMENT CODE -h a 425-771-0220, Ext. 1326 FINAL APPROVAL -OF PERMITTED WORK: DATE: 2 o S I pector's Signature For inspection 'requirements see Engineering Inspection Information handout. DAMy Documents\Forms\Engnmg\ROWpermit_ doc - — C11:22262250 AKF,325-26 490' LAP_ TO FIELD SPLICING SEQUENCE NOTES-. —COMPLETE NON -CUTOVER SPLICING. — TEST & ACCEPT PER GTEP. COMPLETE SEQUENCE A �A FOR CUTOVER NI �68+80E884 8505 - BOWDOIN WAY 86.HCGSa100745..GT EW TRANS: 11:2246 RECV:1102247 T of.H1UF.E884..GT NW TRANS: 1102248 RECV:1102249 2" PVC BY WESTERN WIRELESS 91 00 00 00 CD00 �® FIco Lo ELD n� C11:2251-2275 + AE25-26 co Lo i O N n� N Nin N NLn �N N 2�Z 69+03 10 o i 5824 2226-2235 i C11:2251-2300 GGA AE50-26--- 68+34 10 5823 2226-2235 2" RISER MH7_� 66+31 MERRY SJR DEVELOPER. i C11:2276-2300 AE25-26- i i + CO i Ln CD CD co i REMOVE OF SIDEALJ AND RES 012E CONC. SIEAY,I C11:2101-2700 SSG -24 C13:501-600-IOODD 800DD,C11:1801-1885*2DD, A E2-2 4 1888-1889+2DD+1892-1900 SS9-24 TO CO -- Hl -16- --------- K - --- U G ------------ SIDEWALK nl-ZI ooxl� r � WITH 9 --------------- --- WATER BOWDOIN TIRE2® w,N40w wn-r.z mj« —��-------------- SIDEWAL ----- ------------------- 7-1 ------SEWER. --------------------------- 8087 -------------------------- 8087 0+74 0+32 0+06 SIDEWALK P, M I I , I �kffi � 0+00 USE FOR ROUTINE ONLY PRIORITY 1 B 3 ECAS GH02 IN SVC 10-15-98 DRIVER ❑ DOR ❑ PMO/TRANS/SAFETY ® HICAP/SPAN ❑ OPUS ❑ PUBLIC REQUIREMENTS ❑ PLANT RELIEF/CABLE CONG. ❑ PLT. EXT/COMM. DEV./RCTA FRCILa TECH.-. BOB VIE (425) 710-4144 IN SERVICE DATE 10.15.98 PERMITS CONSTRUCTION ❑ BLANKET ❑ DIAL. A DIG ❑ STATE ❑ FLAGGING ❑ COUNTY ❑ BRUSHING ® CITY ❑ NONE' SPECIAL CIRCUIT® CAUTION POWER ❑AUG ❑ AE CUTS Rf_QUIRED OTHER ❑ UG ❑ AE ❑ YES TELCO ❑ UG ❑ AE JOINT POLE JOINT TRENCH ❑ PUD ❑ PUD ❑ PSP&L ❑ PSP&L ❑ CATV ❑ CATV ❑ GTE ❑ GTE ® NONE FEES REWS ❑ GOP ❑ LEC POINT OF ❑ SPEC. CONST. CONTACT ® NONE ENGINEER DOUG SUNDIN PHONE NO. (425) 710-4115 ® BULK ❑ ROUTINE MATERIAL CODE DESCRIPTION EST ACT 493381 .:2 -SLOT 1 512678 ; HTU-C I 512679 : HTU-R 1 465322 ; LINE CARD I 465326 ;CCU I 280425 AKF:25-24 490' PLACING HOURS SPLCING HOURS EXCHANGE COUNTY HALLS LAKE TSNOHOMISH TITLE= PROVIDE T-1 SERVICE TO WESTERN WIRELESS,LOCATED AT 8505 BOWDOIN WAY. ' o_u o@ APPROVED BY DATE C = aSHEn // 00 T.27N R. 4E SEC -30.B No. 1 of 1 -OPD' •v1��h �a V 6 -h'Yl pz+ � vl GU,d1�)45 F,4e1 -ja 4 Q2 LA .,�q -4a 1A 7/23/2003 8:09:00 AM PI = 1 W E 0 CD CU W . era• x W ❑ 003 Edition IRC w/WAC Amendments 03 Edition IBC w/WAC Amendments ❑2003 Edition UPC w/WAC Amendments and Appendices A, B, Q I C32003 Edition IMC w/WAC Amendments 112003 Edition iFGC w/WAC Amendments 02003 Edition IFC w/WAC Amendments 112003 Edition VIAQ WAC 51-13 132004 Edition WSEC WAC 51-11 VICINITY M SCALE i "5 CORNERS" 212TH STREET S.W. SITE o LOT' SIZE 17,875.1 sq. ft. BUILDING FOOTPRINT 8041.7 sq. ft. PERCENTAGE OF COVERAGE 44.9% I - E`J,*ni-l;,K�t!*Pl Peat fr0ffi Gr k4. I ta �T.4�2 lindustrles 24 H NOTICE CE REQ. FOR INSPECTION APIaHOVi; D .AS NOTED BY ENGINEERING i?lo: _ Z54. Q, _. *Fence must be located on private property. *Property owner responsible for determining property lines. *Fence shall not enclose or prevent access to env City maintained utilities. i� ��1,� 1 r ► � Any request for modification,, variance or other administrative deviation (hereinafter "variance") must be specifically called out and identified. Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. REBEUP FEB - i 2006 BUILDING DEPARTMENT CITY OF EDMONDS nstnr�rrsanarr PROJECT NO. 030505 DESIGNED BY: TML DRAWN BY: TML DATE: 7/1/03 THE LEREN COMPANY INCORPORATED DESIGN & DRAFTING SERVICES PO BOX 12863 MILL CREEK, WA, 98082 PH. 425-787-6543 FAX 425-984-0260 email: LEREN@SEANET.COM COPYRIGHT 2003 THE LEREN COMPANY INC, UMIT OF UASILITY NOTICE... Adoption of hese pens b meet specific State, local codes, regulasoea, and specific she conditions Is the responsibility of the Owner and/or Cantacior, The Low Company Incorporated or Ito' employees da not behdd m Venelbte for any damages relating to the accuracy and oaarafi Integrity of two plans, The Owner and/or Contraetormtotinspeddidlmendots and details In these plans for wars oratmisstansprtcrtocw4vallom V �J C W D Cr.J VJ raaaaaj D F CL0 0 L�oj i DATE REVISION RECEIVED J AN 2 7 2006 BUILDING DEPT. SHEET NO. ,r, � III �i I'�,�—`,I:i' �'7 1 \\.::,• � �. 1, cn Cl) IM m Hz C= C" z A 10 r norlza-=-, ane- 8509-, City of Edmonds Building Department RESUS FEB - 7 2006 APPROVED PL A "U'LDIN4 DEPARTp�gENT CITY OF EDMONDS RF—MV5-D JAN 2 7 2006 BUILDING DEPT. N 2 Install "No Parldng at any time Except for City Vehicles' signs (4 Required) — — — -- — -- -- _ Overlay md4ng mad from 1+-00 to Rawdoln Way, �I Inlet 5A Top 420.0 8" ie 417.0 ❑ 12-8" S D s=3.0% I let 513 p 420.90 14-12" S 9 " le 417.20 s .. 4r01 Overflow from Water Tank Type 11 .- 422.72 Top CB l3 12" ie 418.9 Jy/ `til remove Existing Storm. System t a ;I G -i Install "No Parldng at any lime Except for City Vehicles" signs (4 Required) - �IY IMflh..1� f Seiti;,�a NEI/4 NW1/4 Section 30, T. 27 N, R. 4 E., W.M. PL =100.00' I I it I o IdingIII J E_ jlL _ II— �-_l — JIB _ I _ SII --- - JI I F _ -J u I FF— 9 g II 8.93 I L --- -ii FF= 0.25 II II I n. F420"93 II I I ._ � ►� 'F7 n II F L �L__n_ I II I II I— -r� F ff- �I I I I � I P9 �jl UNIT II III IT 2I I I I I UNIT IIS I �I UNI III n III II II III I II Ilj (I I Ij II III I R E YARD S TRACK CB 49 ty 11, 54" Dia top 418.06 412.281 80.35 R 2,41x 51" CMPA C ASPHALT DRIVEWAY BD CB , t�yple Il, 54' Dia to 20.!P 4 T2 - lo storm I � U 1 "' X1 Curb 'J Retaining Wall CB ,3; type 10, 48" Dia top 417.9 _412.18 le storm = T_ -' T 13 I rl I II I � X11 II � I CJa F— ` uNrr s j I uNrr s I�_ J 1 I j N IL — _ II I I li — r- CBI wlsolid lockinglid I ��;,. ` ��` _ — � i I I � I �► top 413.4 �� I—_. L i I LO 410.90 I ` v n — _— le storm L -� -�� _ ; — -� FF= 418r� �' Q Remove Existing CB 3' -12" PVC SD -�vv II S0 t int Ii_II I1 _ II to- Plug existing pipe �► Remove Existing Pipe to west ��= 1 11 J 6" Cleanout exist cB Plug existing pipe & C13S 2.90 TopFF--4 0 �FF=41 .93 1 4 0.83 le storm --0 1Z_ L _ I I II x (0'i s, / I ti I �1 `�� OAXUE�i-Tel:." e1C ` ._ � int CB � � � L w ` E ►— �= it = -- — — --i �n Cleano I li II I r- do Verify downstream pipe drains I II Ik % sollosm CB 2, type 11, 48" Dia 1-1/ / w/solid locking lid ' 'MMML a t 'OnIL top 419.0 01 U ' eql I 2" V bars , — ,(�-- #4@12" \ V Bars #4@12" c -c RETAINING WALL DETA IL No kale « s Ia a e 1 j b A I o 1011rw_ A A 4 4 l _ 4 Topa S�0b 418.5 5.5"Wood' Fannp 6"Chain Link-Gatem, Use of sidewalk will be disrupted for tr,,.:,,re than 72 hours 1211 ie-412.18 I Top of t octing - 412.00 I i MOM tCi / / 411.53 le storm scALE;1" =10.00 sortq r 0'-r Ota- r A -MP -J L - APPROVED FOR CONSTRUCTION / M% (!sn R rrt��t� 0 5 2004 I p MIT couglE Projed 30.2704.02 Dimensions H a L b b' c Toe 4' 1' 2.5' 10" - 1.67' - 5' 1' 3.0' 10" - 2.16' - 6' 1' 4.0' 10" - 3.16' - r 3.67' - H Horizontal Vertical (V bare) Length 4' #4@12" c -c #4@16" c -c 5' #4@12" c -c #4@12" c -c 6' #4@12" c -c #5@15" c -c 7' #4@12" c -c #6@18, C -c 8' #4@12" c -c #6@15" c -c Minimum splice Is 2' RETAINING WALL DETA IL No kale « s Ia a e 1 j b A I o 1011rw_ A A 4 4 l _ 4 Topa S�0b 418.5 5.5"Wood' Fannp 6"Chain Link-Gatem, Use of sidewalk will be disrupted for tr,,.:,,re than 72 hours 1211 ie-412.18 I Top of t octing - 412.00 I i MOM tCi / / 411.53 le storm scALE;1" =10.00 sortq r 0'-r Ota- r A -MP -J L - APPROVED FOR CONSTRUCTION / M% (!sn R rrt��t� 0 5 2004 I p MIT couglE Projed 30.2704.02 V I 1 .uz scope or. worK A) Furnish all materials;. labor, ,equipment and related items necessary to accomplish soil preparation, placement and grading of topsoil material, placement and grading of fill material (if required), placement of specified plant material, fertilizers, staking and mulch, protection,. maintenance, guarantee, cleanup,debris removal,, -and related items necessary or incidental to complete the work shown and specified. Obtain - necessary • permits and install per local municipal code as well as neighborhood codes covenants and restrictions and per manufacturers recommendations where applicable. 1.03 Work by Others A) Protect trees and shrubs on site during construction by fencing off with 4' temporary. chain link fencing, flagged every 5'. For damages for loss or injury see 3:06, B) The site to be cleared and grubbed of all vegetation, paving, gravel base and other debris not 'to remain. Subgrades are to be set prior to landscape installation. C) Subgrades to be provided within .10 foot, per site grading plan and per landscape plan, minus 8 inches. D) Weep holes to be provided, in curbs, spaced a maximum of 10'on. center.. , " 1.04 Responsibility A). The Landscape Contractor shall be responsible for the protection ,of adjacent property, existing plant material designated for preservation, and the safety of the general public. B) The Landscape Contractor shall be responsible for coordinating his workwith all other trades as needed. C) Utilities: The Landscape Contractor shall call the Underground Utilities Locator Service (1-800-424-5555) prior to commencing work. He shall be held responsible for protection of, and any damage to existing utilities and structures. He shall verify the location of utilities with the General Contractor.` 1.05 4Verification of Existing Conditions A) . Before proceeding with any work, the Landscape Contractor shall verify all dimensions pertaining to the location of walks, vaults, light standards, hydrants, and any other existing conditions, including adverse drainage. Should any. errors. or conflicts in drawings or specifications occur, the Landscape Contractor shall notify the Landscape Architect immediately:. 1.06 . Contact Landscape . Architect regarding all site changes and alternates. ' 2.00 MATERIALS 2:01 Plant Material (As noted on drawing and as follows:) t A) Trees to be self—supporting, with full heads and leaders intact. , B) All shrubs, trees and ground cover to be full and bushy: all trees to be straight : trunk with leader intact except multi—trunk trees. C) Plant material may be rejectedrat any time by the Landscape Architect due 'to conditions, form, or damage, before or after nting. 2.02 Topsoil i A) Red—e Topsoil 60/40 mix (60% fine sgnd & 40% compco composted mulch)or approved equal. - 2.03 Fill Material A) Sandy loom material, free of rock and debris over 2" in diameter. 2.04 Mulch \ / A) "Gro—co" (composted mulch) or approved equal. 1� 2.05 Fertilizers Y A) Formula 6-4-3 Webfoot Jumpstart Transplanter as manufactured be Lilly Miller, or approved equal: B) Osmocote or approved equal. Apply per manufacturer's specifications. 3.00 Execution P 3.01 Soil Preparation A) In all planter beds scarify to a depth of 6 inches and apply a minimum of 2 inches of mulch and rotovate into the top 6 inches of the subgrade. Remove all debris and rock over 2 L 3.02 Rough Grading A) All areas shall be rough graded within .10 foot before planting: All grades shall produce positive drainage away from building and thru all planter areas to avoid low spots and standing water. Areas shall be graded such that new grades meet and blend naturally with the existing grades. / 3.03 Planting and guying and staking (Per details and as follows). / A) Plant only during seasons of locally accepted practice. B) Crown of plant shall be slightly higher, after settling, than adjacent soil. C) Layout all mass plantings per detail and maintain a 2' clearance for car overhang .and from paving, walls, r curbs and property lines. -- - — — - _ __ ---- D) Bareroot trees shall be planted only between November 15th and March 15th, and plant per standard - horticultural practices. E) Fertilize all plantings with "Transplanter" per manufacturer's specifications. Topdress all plantings with \ "Osmocote" fertilizer per manufacturer's specifications. \ • F) The Landscape Architec4 shall supervise pruning of trees and shrubs. Limit pruning to the removal of injured \ twigs and branches, unless otherwise directed. All injured tree roots to be pruned vertically with a sharp knife before : planting. 1 3.04 Mulching- A) ulching A) Provide 2" (after compaction) layer of mulch on all planter beds. Maximum depth of mulch at crown of rhododendrons and azaleas to be one—half inch. 3.05 Final 'Clean—up A) Clean all planting areas and finish rake. Wash clean all building and paving surfaces that were affected by landscape installation. 3.06 Plant Protection A) Protect all plant materials against harm from wind, unusual weather, and the public in accordance with accepted horticultural practice. Special planting techniques, defoliating, wiltproofing, or spraymisting may be required for unseasonal planting etc. B Landscape Contractor is liable for damages of loss or injury to existing trees and shrubs resulting from the PRUNE TO LA APPROVAL contractor's failure to protect them. The just value to be determined by the Valuation of Landscape Trees, Shrubs and other Plants, Current Edition. 4.00 MAINTENANCE 4.01 The Landscape Contractor shall be responsible during the contract period for keeping all plantings and work incidental thereof in good conditio by replanting, plant replacement, watering, weeding, cultivating, pruning, spraying, CLEAR VINYL TUBING ' reguying and other necessary oper4tions of care for the promotion of root growth and plant life. I ' Landscape Contractor will perform above maintenance duties in all landscape areas until conditional acceptance by the Landscape Architect and Owner. I 1 #_14 GAUGE GALVANIZED STEEL. WIRE.. i 4.02 Paths, sidewalks And all other paved surfaces shall be kept clean when. planting and maintenance operations SPACE EQUALLY. AROUND TRITE ' are in progress. �� ; . - � � � __J 5.00 WARRANTY 2X2 WOOD STAKES STAINED DARK 5.01 5.01 Warranty materials and workmanship for one year from date of conditional acceptance. Landscape Contractor shall not :be held, responsible for damage resulting from excessive climatological conditions �� BROWN. DRIVE "STAKES TO SUFFICIENT or work by other contractors, but shall be responsible for missing or vandalized materials until the project is DEPTH TO "SUPPORT ROOTBALL conditionally. accepted by the Landscape Architect and Owner. 2" MULCH . a I I Landscape Architecture Computer Imagety Presentation Graphics FOURM NC 40 Su e�100 Bellevue, WA. 98005 42S•61s9660 — - - - -. Sandra S. Hasegawa 6 W Knox- #I At%k Arthitect .& soc 0, S- 9807 't North Creek : Po k i�+- N. ' B�ithell, WA 9801 f (425) 398-7553 Fox: (425) 398-7530 DATE: 9-15-98 DRAWN BY: DJ M CHECKED BY: WKF REVISIONS DATE DESCRIPTION INITIAL. 9/15/98 LANDSCAPE PLAN .DJM SITE NUMBER SE- 1 626-B FIVE CORNERS 8505 BOWDOIN WAY EDMONDS, WA. 98026 LIM 6 I. P :l. 422 NE1/4 NW1/4 Section 30, T. 27 N., X1. 4 E., W.M. w _ 93.35 -.._.......- — ...... .. ...............,,.,. I 420.2 s� i /1.1.2 4. I.0 0 i i i 68► i b .............................. ..... ,,............................................................. ....... .... ,.......... � •�- ..... ,.... ... � ..... 411.7. 9: bill ...... _........ _......, .,... ..., _ .. .................. ... ................... _..... CB 5 Type 11 54" dia Y� w all Footing g ° I Top: 420.22 ie I 412.68...._ ......:..... CB 2 .................... _ . :.Ex.1.S.t ng CB CB 3 _....._......_ .......... ........... _ - --- --- Top; 419.0 ! Top: 412.90 CB 4 TypeI 54" dna Top: 419,0 ie in 416.81 le 414.30 out 414.20 it ie 410,83 _._._.._............ ie out 416.70 Solid Cover Solid Cover �` - 3' - 8" SD @ 2% _.........................._ ... .........-.:......:... _ ................... Tap: 4181 ....... ......... .... ............. , ..........,... _ ._ ............................. _ Pump ie 411.25,- f CB 1 Top: 413.40 le 410,90 ` Solid Cover -PROFILE - Section A -A Scale: H:1" = 20; V:1" = 2' PUMP STATION GENERAL - Contractor shall furnish all labor, materials, equipment and incidentals required to construct a duplex pumping system as specified herein. OPP..1tATING CONDITIONS - The pump station shall be a submersible type with a ground level entrance having 1420 loading capacity. Pumps, two required, shall be rated 1/3 HP, 120 volts, single phase, 60 hertz, best RPM. Fach pump shall produce It gpm at 6 feet TDH. Design calculations and pump curves shall be provided indicating the operating characteristics of the pumps. Discharge side of each pump shall be equipped with a ball check valve. CONSTRUCTION - The pump station, shall consist of a wet well and an enclosure for the pump and associated equipment. The wet well consists of the detention pipe and manholes. Float control switches are to be Installed in CB 4. The dry enclosure for the pump system control panel is to be located on the extedior wall of the garage for Unit 4. SUMP LEVEL. CONTROLS - Float switches shall be supplied to control sump level and alarm signal, if furnished. The switches shall be sealed in a solid polypropylene float for corrosion and shock resistance. The support wire shall have a heavy neoprene jacket. A weight shall be attached to the cord above the float to hold the switch in place in the sump and efficiently prevent sharp bends in the cord when the float operates. A quantity of three float switches shall be provided to control water surface levels, and one float switch for an optional alarm. Float switches shall be Model No. 3900 as provided by Hydromatie Pumps or equal SYSTLM OPERATION - On sump level rise the lower switch shall first be energized to start the lead pump; the upper level switch shall next be energized to start the lag pump. With lead pump operating, sump level shall lower to low switch turn-off setting and pump shall stop. An alternateing relay shall index on stopping of the lead pump so that the lag pump will start fust on next operation and become the lead pump, If sump level continues to rise when the lead pump is opemdng, the upper level tum -on switch shall energize and start the lag pump. Both lead and lag pump shall operate together until the upper level turn-off switch stops the lag pump. If the water level continues to rise when both pumps are operating, alamz switch shall energize and signal the alarm, where used. If one pump shall fail for any reason, the second pump shall operate on an override control. If the water level continues to rise the alarm shall signal, where used. All float switches shall be adjustable for level setting, from the top of CB 4. MAINTENANCE - The pump supplier shall furnish a manuat that includes operating instructions and maintenance precedures for operation and upkeep of the pump system supplied. Cost of operation and maintenance will be the responsibility of the owners of the units located on the site. Responsibitilies of the owner will be outlined in the covenants to be recorded for this project. In the event there Is it total loss of electrical power the owners ^hall be responsible to provide an alternate means of pumping water from the holding hank to the storm system located In Bowdoin Way. A Panel mounted on southeast of garage for Unit 4 i 66" x 51" CMPA,12 ga Detention Pipe 3" x 1" Corrugations Jf54" dia CB PIAN VIE i Top 418.06 Cast Frame & Grate in. Top Slab .................... - -_ __...._ _.__....... _............... ....... .._l.. --- .... ........ —.. _........... _..____._.. _ ............1...... ....... ... ..........................--- _ 6" min. OMMUMOMI le = 417.00 8" dia pipe . ................. I....._.... 1. 41P.93 / I a 2" di14DPE pipe . � ' ie = 414,05 36" dia pipe 4 6'. 5 _. ................ ie = 413.79... ie = 412.28 • i 1Q . .... _........ ........... ........... !._.- ..... .......... ---........._...._.... ....... ....... ...... .... . ................ ..... .... ....... ....... _..____. ........ ........._..... ............ ._....... _... .__...... ..... .... .. .......,:.....M...� CB 4 Restrictor Detail No Scale t�W Ouvp WUJAJW APPROVED AS NOTED BYE EERING Date: .9 ,3 04 APPROVED FOR CONSTRUCTION i 'x �M:: 02 Project 30.2704.02 City Engineer Date Sj,t 5 of 8 Y NEI/4 NW1/4 Section 38, T. 27 Vii., R. 4 E., W.M. 4 J PL =100.00' -------------- ---------------------------- Ut x `n o = I d i rayl g / r4�l 4 •� 1 80.35 __.L. I --or"w-2r I1% « 60" x S1" CMPA \ ' 2VDuplex Pumps I ASPHALT DRIVEWAY" Force Main C Tope 111 54 Dia top 4 0.10 _� .�� _...._.._._.. - _ _ - - - �� •.w-.! f__�, _ t..= __ _�1.� ., ._._ 412.E 1*r .storm �` ►��_. _.___ J 4. �..� ...�_ .:�.: __ .I. - ( ! �w T �i( i Ll� fy UNIT 6�:.:� UNIT 6 .��jy1 � 'I !�. r.-�: _.... ...... ...._, _. ••' , \� !� r l� (� �o.. tri' �� / it i 614 ♦♦a V) 2 CD Sol ' 1 ' I' ' ►i`� L� �,r ..�f:_ �, C SD ;:_ _i lI.::::..., ,_ ... ��.... Remove Existing C 8 PV � �_._-...:••� �► ��:::�::x= .._.._......�• --.; ..1 � Remove Irxxistin Pthb.�;� ;; I Plug existing pipe g ipe to wesfi s0 ► t ' ��I t�° Ieal7ut -�� exist Cs Plug existing pipe CB .!. I ...... j, �,, 1.. .._� �;�_._. _ ...w I `� s � �'� ..: �,r 12.90 Top ."0 4`�� i '=41 •:..�. ��.. �(\......____...«.._......,.�- ... -,r.r ..$ �,. 0.83 le, storm 93 I I' l' � �' �L.: :.:cri., reg y �•I �' f � (S �S� �I � /rr Wn �"r � ✓r�'/ � _,,�n,�rb / ;#��` >� ':.. ...... ._....._._.. I! \ ....... ' i � � .tL3 r/� � Q lka++T�I4 ��•'` 0•'•'" f .00 st CB 6" Cleano I � � 1 ..;�.. y,•!;.._. : r,, ✓may' /' . Verify downstream pipe drains �: wrf �. 1� ,�� '•- _. .....- :�P'i/ /Y �i•s'•y � �� ` �,.-''•' ISS, �,r+' `= � .•r j Retaining Wall CB 4, type II, 54" Dia Od top 418.06 ! 416.93 Is 12" storm 412.28 Is 66x51 storm Centerline Pumps 412.38 i. 1 '-8" SD Overflow CB 31 type top 419.0 In 16.81 Is storm out 416.70 le storm Ci�nnel Invert to 416.70 Pump Outlet Is 416.75 S W e #4@ 12!1 v Ban #4@12" c -c 6 H Hodwntel vadcal (V bare) I'Moffi H a L b b' c Toe 5' 4' 1' 2.5' 10" - 1.67' - 7' 5' 1' 3.0' 10" - 2.16' - 6' 1' 4.0' 10"- 7' 1' 4.5' 10" - =.67t- H Hodwntel vadcal (V bare) I'Moffi RETAINING DETAIL CB 'I w/solid locking lid top 413.4 410.90 Is storm No Scale �,,.�-- .r�- �- •- r ,.- GB 2, type I �., •,�.- ,..- �r��r.,r'•"" � .- , , . ,�. �' w/solid to cking lid /''J/J,///r'�'/ „/'r''/- - ,,,-1""'�•� '., / '• ,✓,N -' - flop 419.0 J P out 414.20 Is storm S'Ite .�r'lcaalftl SCALE: 'I' ==10.00'-------•--r-�-.__...___._._.�.,____.�.. In 414.30 Is storm., APPRUVW AS NOTIM BY ENGNEERING l.�r tri' , J�...r-'~•+ � � N r APPROVED FOR CONSTRUCTION L IXPMU t. • Project 30.2704.02 Sht6of 8 4' #4@12" c -c #4@ 16" c -c 5' #4@12" c -c #4@12" c -c 6' #5 a@15" c -c #5@15" c -c 7' #6@15" cac #6@19" c -c Minimum epee is 2' RETAINING DETAIL CB 'I w/solid locking lid top 413.4 410.90 Is storm No Scale �,,.�-- .r�- �- •- r ,.- GB 2, type I �., •,�.- ,..- �r��r.,r'•"" � .- , , . ,�. �' w/solid to cking lid /''J/J,///r'�'/ „/'r''/- - ,,,-1""'�•� '., / '• ,✓,N -' - flop 419.0 J P out 414.20 Is storm S'Ite .�r'lcaalftl SCALE: 'I' ==10.00'-------•--r-�-.__...___._._.�.,____.�.. In 414.30 Is storm., APPRUVW AS NOTIM BY ENGNEERING l.�r tri' , J�...r-'~•+ � � N r APPROVED FOR CONSTRUCTION L IXPMU t. • Project 30.2704.02 Sht6of 8 422.72 Top 1 NEI/4 Nail /4 Section 30, T. 27 1V ., R. 4 E., W.M. PL =100.001 ..... ..... . ........ .. . ........ .. .. ...... .... ............ . ... .... ........... . . ... ...... ................. ..... . ........ .......... . ........... ...... . . ..... .... ............ ... UJ ... . ...... . II\ I`�, J ,�_ `� ,! �4:► I d \�n, c III -_ bV % F_ _._.....,�h !; --1F JI: 93 . 4 ..... 7\11 FF= 9 8. ._ II 7� `- III , ;I .-...-� � ` ` \� � FF -4 0.26 F H L ' f I JS~S _ _.i I PF;=4211.83 ...... A IIJ F, .......I. LI jr.... ....... J - -- — �--;.: — ii it L J, IL It II cj Ul UNIT4 % NIT 3/'NIT 2 41 UN IT14 , III III J , � / Ili III . It II `� ; 'Il �, V7E_ ................. . ...... . __.. -*,: .......... .. .. ........... ............. . .. I I If . ........... ..... * .......... .. 1.01%1 AN 241 4c2-08 -le Storm It 11 611 CIPah out Leq= 413.28 Xft 0 41 R vcuN Ser itary -Storm o4T2.28 le 361 storm TERing _ 41E .85 le storm ASPHALT DRIVEWAY 41 .12 ie sanitary .... ............ ... . . . ...... .. . ........... . ... ..... ... ..... ...... ........... . . . . .. . ......... _J ....... . ... ... I F \U\tI T 7/ J J v UNIT 6 \x .\UNITS .. ........ < LL 7:=' r ... ........ ..... . I .............. n I..I_........_.. FF=418.3 bIdlnCNI ISO thl,: g�� / Ito ope- Jai . . ........ . . . . . ........ S sl,,s > FF=420 FF -41 .93 in J1, X�L rf. 3 L. ... .. ..... ........ ....... . ...... e . ........ . . . ........ L 6" Cleanout w J _J i.e. - 4100 ................... .......... II VICINITY F . om 0 A M . .......... . . . ... .... ...... .... ... v - (P - (P 0000000000* NO - 00. Ap"k now& 01tJM,& P1 U SCALE: 1"= 10.00, FF=420.5 420...i**** — ----- E, El 412.4 4, 4' MAPNOT TO SCALE SITE "S CORNERS" 2 MH_611REET S.W ............ 1. SANITARY SEWER PROFILE Scale: 1"= 20% V: 1"= 21 DROP CONNECTION SPECIFICATION 6cleanout 00 . exist CB Ali new and/or existing manhole structures employing i.e. = 411.38 2.93 Top Inside drops shall be outfitted with RELINER Inside ponents. The bowl size shall be determined 40.83 le, storm drop com by incoming pipe size and flow rates. The bowl shall be Installed as per manufacturer's Instructions using 0 0 stainless steel fasteners. The appropriately sized r 1 IUIIJIJ pipe OT SUR 35 PVC shall be securely attached to the manhole wall ,,'-',Jusing stainless steel RE LINER Adjustable Clamping Brackets and stainless steel fasteners. The connection of Drop Bowl to drop pipe ie, storm V010 Construct new Sanitary MH shall be by flexible external pipe coupler. The , 415.8 turn -out at the base end of the drop pipe shall be $90Aq4hed AuKh a -n-4 I- rig WSW all!"Peend 8" i.e. 410-29 FkRMSWOM-�# an appropriately angled PVC pipe 0 A, comr elb sed- R4 4pU ow. VIA c,6 'Construct new Sanitary MH 1 w/ inside drop connection 8 i.e. = 412.49 Top: 419.1 r l9e,~AwM%A AVd?&_ PROVED AS NOTED AP 8" i.e. 410.50 Inside Drop 49 BY ENGINEERING Existing 8" le; 412.�Arw%ww Date: APPROVED FOR CONSTRUCTION City Engineer Date _. �. ; Existing Ing Water 6118 100% 8" i.e. = 410.50 1 11 Project 30.2704.02 Sht 7 of 8 I Lul ............ 1. SANITARY SEWER PROFILE Scale: 1"= 20% V: 1"= 21 DROP CONNECTION SPECIFICATION 6cleanout 00 . exist CB Ali new and/or existing manhole structures employing i.e. = 411.38 2.93 Top Inside drops shall be outfitted with RELINER Inside ponents. The bowl size shall be determined 40.83 le, storm drop com by incoming pipe size and flow rates. The bowl shall be Installed as per manufacturer's Instructions using 0 0 stainless steel fasteners. The appropriately sized r 1 IUIIJIJ pipe OT SUR 35 PVC shall be securely attached to the manhole wall ,,'-',Jusing stainless steel RE LINER Adjustable Clamping Brackets and stainless steel fasteners. The connection of Drop Bowl to drop pipe ie, storm V010 Construct new Sanitary MH shall be by flexible external pipe coupler. The , 415.8 turn -out at the base end of the drop pipe shall be $90Aq4hed AuKh a -n-4 I- rig WSW all!"Peend 8" i.e. 410-29 FkRMSWOM-�# an appropriately angled PVC pipe 0 A, comr elb sed- R4 4pU ow. VIA c,6 'Construct new Sanitary MH 1 w/ inside drop connection 8 i.e. = 412.49 Top: 419.1 r l9e,~AwM%A AVd?&_ PROVED AS NOTED AP 8" i.e. 410.50 Inside Drop 49 BY ENGINEERING Existing 8" le; 412.�Arw%ww Date: APPROVED FOR CONSTRUCTION City Engineer Date _. �. ; Existing Ing Water 6118 100% 8" i.e. = 410.50 1 11 Project 30.2704.02 Sht 7 of 8 L a 12"48"--r Final Gide Final Backfill :';.... " Depth 6" Sand Shading 3" Sand Bedding '•!';''� . 4� • i.7 "s.y :fit.., GAS PIPE DIRECT BURY CUSTOMER PROVIDED TRENCH NTS EOM 2" PE CAP 176'N CL & 506'W CL (___')N CL (--- ')W CL PROPOSED 190' 2" PE IP MAIN 506'W CL (M_')W CL START OF _ OPEN TRENCH INSTALL 1. IF THE TRENCH BOTTOM CONTAINS ANY SHARP OR UNUSUALLY ROUGH SURFACES, A MINIMUM OF 3" OF INITIAL BACKFILL MATERIAL IS REQUIRED TO BED THE PIPE, UNLESS THE CARRIER PIPE IS ENCASED OR WRAPPED WITH AN APPROVED ROCK SHIELD MATERIAL. 2. INITIAL BACKFILL SHALL BE SAND, NATIVE SOIL, OR SOIL -BASED SELECT MATERIAL THAT DOES NOT CONTAIN ANY SHARP ROCKS OR ROCKS LARGER THAN 1/2- DIAMETER. SEE PSE SPECIFICATION 1275.1380, "SAND BACKFILL FOR GAS PIPE, ELECTRICAL CONDUIT, AND CABLE. 3. A MINIMUM OF 6" OF INITIAL BACKFILL SHALL BE PLACED OVER THE GAS PIPE. IF THE NATIVE SOIL CONTAINS ROCKS LARGER THAN 6" DIAMETER, THEN A TOTAL OF 12" OF INITIAL BACKFILL SHALL BE PLACED OVER THE GAS PIPE. 4. IF THE CARRIER PIPE IS ENCASED, INITIAL BACKFILL IS NOT REQUIRED. THE BACKFILL MATERIAL SHALL MEET FINAL BACKFILL MATERIAL REQUIREMENTS. WHERE THE CARIER PIPE ENTERS AND EXITS THE CASING, THE INITAL BACKFILL AND BEDDING REQUIREMENTS APPLY. 5. FINAL BACKFILL MAY BE SOIL -BASED SELECT MATERIAL OR NATIVE SOIL, BUT SHALL BE FREE OF CONSTRUCTION DEBRIS AND SHALL NOT CONTAIN ROCKS LARGER THAN 10" DIAMETER TO PREVENT IMPEDANCE OF GAS SYSTEM MAINTENANCE. q 85T g #� #2 2" POLYVALVE 30'N CL & 506'W CL n� � �. '''"• 6' s�, X95$ � �0' 00 R W -Po_ /1 18509 ji„Of r w = #3 - '�� , '�� lop** INSTALL 14L, 2" TRANSITION FITTING AND TIL WIRE AND BOX 16"N CL & 506'W CL (---')N CL & (---')W CL rs 11/4' MPE IP 8'W 107010495-00 PLOT PLAN AO SCALE. 1 t 50 Y TIE-IN INSTALL 2" SERVICE TEE WN CL & 506'W CL ( --- ' )N CL (--- 1) W CL 01 R W 00 FITTER (CHECK BOX IF COMPLETE) Work area left in Clean & Safe condition ❑ Complete all Pipe Tables and Gas Pressure Stamp ❑ Field changes Red -Lined on as -built ❑ Material verified and Changes noted on paperwork ❑ All Valve & Tie-in Locations noted on as -built ❑ Note beginning of Main, EOM & Line of Main locations ❑ Show Rope Locations & Cul-de-sac Radius ❑ Foreman's Signature Company Date STANDARD GAS CONSTRUCTION NOTES: 1. FIELD LOCATE ALL UNDERGROUND UTILITIES. EXCAVATOR TO CALL "ONE -CALL" TWO WORKING DAYS PRIOR TO TO CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1-800-424-5555. IN KITTITAS COUNTY CALL: 1-800-553-4344 2. NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START (SEE PERMIT REQUIRMENTS). 3. ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES. 4. EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. 5. NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. USE iSi TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE HAND DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT THE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE WHEN THEIR SERVICE IS INSTALLED OR REPLACED PER GAS OPERATING STANDARD 2550.1600. ALLOW ADEQUATE TIME FOR CUSTOMER DECISION AND RESPONSE. 6, ANY CHANGE IN ROUTE, PIPE SIZE/TYPE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE. 7. COMPLETE "PIPE CONDITION REPORT" ON ALLMETALIC PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE BOX (TEST LEAD) INSTALLATION, 8. PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2500. 9. INSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2600 FOR ALL HP VALVES IF THE LOCATION IS NOT READILY ACCESSIBLE, AND FOR ALL VALVES WHERE PERSISTANT SNOWFALL MAY OBSCURE THE VALVE BOX. 10. TO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEMS, NO TWO MAINS SHALL BE CONNECTED EXCEPT AS SHOWN ON THIS DESIGN UNLESS APPROVED BY APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE. 11. SYSTEM MAOP DENOTED BY: ISYSTEM MAOP -45-- PSI: 12. GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED. 13. RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION. 14. PURGE POINTS AND PRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.3300, AND 2525.1200. 15. MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300 AND 2525.3400. 16. IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION WITH CP TECH. PETER VAN DUSSEN - PHONE 206-396-1154-6312 17. NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL CHANGES ON THE AS -BUILT IN RED. ( ') DENOTES FOOTAGE BETWEEN FITTINGS. PROJECT PHASE GAS MAIN INSTALLATION/RETIREMENT Type/Work Estimated Actual Pipe Size Type Length Length Manufacturer INSTALL 2" PE 190' X611696149 X303412104 X481095121 X569350477 X839368725 X227796653 208418-4237 8/26/04 ENGR - GAS - -- GAS-tv, lid !'RESSL'`S & TEST!Z_ TYPE TEST PRESSURE TESTED BY DATE ON TIME ON PATTI NESS DATE OFF TIME OFF TYPE TEST PRESSURE TESTED BY DATE ON TIME ON DATE OFF TIME OFF Design Press 80 SYS MAOP 45 PROJECT PHASE NOTIF# ORDER# SAP Superior Service/Meter Service/Meter Servioa/Meter Service/Meter Service/Meter Service/Meter Servica/Meter HP Svc/MSA Relocate Retirement X634586288 107020854 X657869149 106134496 X611696149 X303412104 X481095121 X569350477 X839368725 X227796653 208418-4237 8/26/04 ENGR - GAS Contractor. CONSTRUCTION COST CODES: 041-103-3 Project Manager Contact Information: PATTI NESS CELL: 425.327.2783 EMAIL: patil.ness@pse.com REV# DATE BY DESCRIPTION 3 2 1 Vicinity Map I I o i I I f MON S - i Ti i Owner/ Developer Contact Info BRUCE GOODNIGHT PO BOX 31244 SEATTLE, WA 98103 ATTN: SAME 425-732-0254 office CALL (800) 4245555 2 BUSINESS DAYS BEFORE YOU DIG THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES REAL ESTATE/EASEMENT PERMIT CSE CITY OF EDMONDS FUNCTION CONTACT PHONE DATE PROJECT MGR PATTI NESS 208418-4237 8/26/04 ENGR - GAS DRAWN BY VI DANG 2084184257 08/26104 CHECKED BY PATTI NESS 2084184237 08/26/04 COUNTY EMER SECT GAS WK CTR APPROVED BY PATTI NESS 208.4184237 08/26/04 SNOHOMISH 5 MCNSEG CP APPROVAL PETER V. DUSSEN 206.396.1154.6312 1/4 SEC OP MAP PLAT MAP NW -30-27.04 184.088 184.088 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES CONTACT PHONE# ' PUGET .. H SOU"HILL TOP VILLAGE (7 UNIT) ENERGY 2" PE IP MAIN BRANCH EXTENSION 8507 & 8509 BOWDOIN WAY EDMONDS, WA 98026 DESIGNED BY PILCHUCK CONTRACTORS INC. 107020854 Drawing Number: N/A SCALE:PAGE: 1" 0150' 1/1 �1, t 1 1 i l i 't r, t' 1 � f i s 1 "/ i W 1 4 - `/ i , t !>T i. u DATUM POINT n AT C.B. 422.72' r�.rrrr 1 ti n t t 't 5 �i VICINITY MAPNOT TO SCALE APPROVED BY PLANNINC,2 Ar SITE LIJ Q �.y0 00 SOUTH BUILDING A=422' B=416' C=418' D=422' AVERAGE GRADE = 419.5' MAX HEIGHT = 449.50' ACTUAL HEIGHT = 446.26' LOT SIZE 17,876.8 sq. ft. BUILDING FOOTPRINT 8042.0 sq. ft. PERCENTAGE OF COVERAGE 44.9% j "5 CORNERS Ell NORTH BUILDING A=422' B=422' C=418' D=416' AVERAGE GRADE = 419.5' MAX HEIGHT = 449.50' ACTUAL HEIGHT = 447.34' w -11� ZONE SETBACKS:, r-------a- 1=RONT_ ) to � SIDE.. ---------- REAR OTHER---W--- HEIGHT IPARKING SPACES REVD: PARKING SPACES PROPOSED:____�� i BARRIER FREE PARKING SPACES: 21101 nam ///N 1A01 N. Don lt=r%l" Ain no2ncn= DESIGNED BY: TML DRAWN BY: TML DATE: 7/1/03 THE LERE COMPANY INCORPORATED DESIGN & DRAFTING SERVICES PO BOX 12863 MILL CREEK, WA, 98082 PH. 425-787-6543 FAX 425-984-0260 email: LEREN@SEANET.COM COPYRIGHT 2003 THE LEREN COMPANY INC LIMIT OF UASILITY NOTICE,., Adoption of these plans to meet spedflc State, local codes, regulations, and speciRc site conditions Is the responsibility of the Owner andiorContrecton The term Company Incorporated or its' employees shall not be held responsible for any damages relating to the accuracy and overallIMegdy Of these plans. The Owner and/or Contractor must Inspect OltdimenNons and detalls in these plans for errors oronlsslons pdorto croshelon. 0 aL I CL a oa STRIEET FILE DATE REVISION RECEIVED APR -112004 PERMIT COUNTER SHEET NO. ® LU LLJ LU 0 > o L1 c� a cnLIJ tt1 Lu © a off a � 8sos G�w&vil 1414y C m m m rn ti >. Y GENERAL NOTES 1. All work and materials shall be in accordance with City of Edmonds Standards and Specifications, Washington State Department of Transportation (WSDOT) 2002 Standard Specifications for Road, Bridge and Municipal Construction, and the WSDOT Hydraulics Manual. 2. All work within the site and City right-of-way shall be subject to the inspection of the City Engineer. 3. All site work must comply with Chapter 33 of the Uniform Building Code. 4. Temporary erosion/sedimentation control facilities shall be constructed prior to any grading or extensive land clearing in accordance with the approved erosion control plan. These facilities shall be satisfactorily maintained until construction is completed and the potential for erosion is minimal. 5. Unless otherwise noted on the plans storm sewer pipe may be concrete (CP), corrugated metal pipe (CMP) of specified gage, HDPE corrugated pipe with Integrally formed smooth Interior (AASHTO M-294). See note 16 for pipe specifications. 6. All pipe shall be placed on stable earth, or If in the opinion of the City Engineer, the existing foundation is unsatisfactory, then the unsuitable material shall be excavated and the Vold backfllled with a free draining granular material, free of debris and clay. Pipe bedding shall be per City Standards, leveled and compacted to a uniform grade, so that the entire length of the pipe will be supported on a uniformly dense unyielding base. If the native material in the bottom of the trench meets the requirements for "gravel backfill for pipe bedding", Section 9-03.12(3), WSDOT Standard Specifications, 2002, the first lift of pipe bedding may be omitted provided the material in the bottom of the trench is loosened, regraded and compacted to form a dense unyielding base. 7. Backfill shall be placed uniformly on both sides of the pipe, or pipe -arch, in layers with a loose average depth of 6"-8", thoroughly compacting each layer to 95% maximum density under roadways. These compacted layers must extend to the trench wall and to one foot over the crown of the pipe. Materials to complete the fill shall be In accordance with WSDOT Standard Specification 7-08.3(3); for compaction see note 9. 8. STORM SYSTEM - All catch basins to be Type I unless otherwise noted: catch basins with a depth over 5 feet to the flowline shall be a Type 11 CB. Standard ladder steps shall be provided in all structures exceeding 5 feet In depth. Catch basin frame and grate shall be Herringbone pattern (WSDOT Std. Dwg. B -2a); Vaned Grate (WSDOT Std. Dwg. B -2b); or other approved equal. The contractor shall be responsible for adjusting all manhole, inlet, and catch basin frames and grates to grade just prior to pouring of curbs and paving. All structures shall have locking lids. 9. All road fills shall be compacted to a minimum of 95% of maximum density when tested using the modified proctor test. Compaction shall be accomplished in accordance with Section 2-03.3(14)C, Method B or C. Backfill placed in utility trenches shall be compacted to 95% relative density under roadways and 90% relative density outside of roadways; test shall be conducted in accordance with Section 2-03.3(14)D, WSDOT Sid. Specs. 10. Stormwater retentlon/detention facilities must be constructed and maintained in accordance with City of Edmonds requirements. 11. Provide and maintain temporary sedimentation collection facilities to insure sediment laden waters do not enter the natural drainage system. All disturbed areas such as detention facilities, roadway back -slopes, etc., shall be seeded with a perennial ground cover or mulch to minimizen erosion. Grass seeding will be done using an approved hydro -seeder or other approved method. All earthwork shall be performed in accordance with City standards and Note 4. A soils investigation may be required to evaluate soil stability. 12. If cut and fill slopes exceed a maximum of two feet horizontal to one foot vertical, a segmental or concrete retaining wall may be required. All retaining walls shall be in accordance with City Starrdards and designed by a civil engineer. 13. Vegetation shall be established on disturbed or construction areas as necessary to minimizze erosion. Stockpiles are to be located in safe areas and adequately protected by temporary seeding and mulching. Hydro -seeding Is the preferred long term method of protection. 14. Areas to be rough graded with finish grading to follow near project completion are to be seeded with annual, perennial or hybrid rye grass; includes perimeter dikes and sediment basin embankments. immediately following finish grading, permanent seeding will be applied. See Hydroseeding specification. 15. PIPE SPECIFICATIONS - Galvanized steel CMP shall meet the requirements of AASHTO designation M-36, Type 1 and 2. steel pipe is to be galvanized and cooed with asphalt (AASHTO M-190), Treatment 1 or better. CMP is to have helical corrugations, 2-2/3" x 1/2" unless specified otherwise. CMP may also be corrugated aluminum (AASHTO M-196), or aluminized steel (AASHTO M-274). aIE LE PIPE GAGE PIPE ARCH BAND 16 12"-30" 17"x13" thru 35"x 24" 12" 14 36"-48" 42"x29" thru 49"43" 18 12 54'-60' 57"48" thru 64"x43" 24" ALUM.i U _LP-lR 16 12"-27" 17"X13" thea 24"x18" 12" 14 30"-36" 28"x20" thru 35"x24" 14" 12 42"-54" 42"x29" thru 49"x33" 18" to 60" 57"x36" thru 64"x43" 24" All non -perforated metal pipe shall have neoprene gaskets at the joints. Minimum finished cover shall be 1.5 feet. More cover may be required during construction to protect the pipe. Concrete pipe (CP) shall be non -reinforced according to ASTM C-14. Pipe larger than 24" In diameter shall be reinforced, ASTM C-76. High density polyethelene (HDPE) corrugated pipe with an integrally formed smooth Interior shall meet the requirements of AASHTO Designation M-294. Material shall be Type III, Class C, Category 4 or 5, Grade P-33 or 34, according to ASTM D-1248. Minimum finished depth under pavement shall be 2 feet. Corrugated Polyethelene Drainage Tubing (HDPE) and fittings shall be made of virgin PE compounds which conform with the requirements of Type III, Class C, Category 4 or 5, Grade P-33 or P-34 according to ASTM D-1248. Perforations in perforated tubing shall be cleanly cut so as not to restrict the inflow of water, and uniformly spaced along the length and circumference of the tubing. Circular perforations shall not exceed 3/16" diameter. Widdth of slots shall not exceed 1/8". The length of individual slots shall not exceed 10% of the nominal circumference on 4" to 8" tubing. Slots shall be centered In the valley of the corrugations. The water inlet area shall be a minimum of 1 square Inch per linear foot of tubing. PVC pipe shall be ASTM 0-3034, SDR 35. NEIA NW1/4 Section 30, T. 27 N., R. 4 E., W.M. 17. Approximate locations of existing utilities have been obtained from available records and are shown for convenience. The contractor shall be responsible for verifying the location of all existing utilities whether shown or not. The contractor shall call the Utility Locator Service, 1-800-424-5555. five working days prior to any construction. 18. It is the responsibility of the contractor to verify what permits have been secured (if any) and to obtain and possess all required permits prior to commencing construction. 19. All building downspouts shall be connected to the stone drain system. 20. Mailbox standards shall be constructed at the locations shown on the plans. 21. Prior approval must be obtained from the City Engineer before any structures, fill or obstructions, including fences, are located within any drainage easement, floodplain or native growth protection easement. Structures shall not be permitted within 10 feet of the springline of any storm drainage pipe, or 15 feet from the top of any channel or pond bank. 22. The contractor shall take all necessary precautions for the safety of employees on the project and shall comply with all applicable provisions of Federal, State, and Municipal safety laws and building codes. He shall erect and properly maintain at all times, as required by the conditions and progress of the work, all necessary safeguards for protection of workmen and the public; shall post danger signs warning against known or unusual hazards; and he shall designate a responsible member of his organization on the construction site whos duty shall be the prevention of accidents. GENERAL NOTES -WATER 1. The work shall be done under a schedule approved by the City of Edmonds Engineering Division which creates a minimum of interruption or inconvenience to vehicular and foot traffic. Traffic maintenance and protection shall be at the Contractor's expense. Required signing shall be in conformance with the Manual of Uniform Traffic Control Devices. 2. Ductile iron pipe shall be new, Class 52, cement -lined, conforming to ANSI Standard A21.51 (AWWA C-1511). Pipe shall be push -on mechanical joint. Push -on joints shall be furnished with a single rubber gasket and suitable lubricant to effect the seal. Mechanlcal joints shall be of the stuffing box type, including rubber gasket, cast -Iron gland, and tee -head bolts and nuts to effect the seal. All joints shall conform to ANSI Standard A21.11 (AWWA C-111) 3.. Fittings shall be of the short body type with a pressure rating of 150 psi. All fittings shall be cement mortar lined in accordance with ANSI Standard A21.4 (AWWA C-104) and the City of Edmonds Standards. 4. Fire hydrants shall be of a type approved by the City of Edmonds. 5. Gate valves, resilient seated, 8" and smaller shall conform with the requirements of AWWA Standard Specifications for gate valves for ordinary water works service No,. C-500. 6. Valve boxes shall be cast Iron with adjustable sections as required per City Standards. 7. When required in areas of unsuitable trench bottom, foundation gravel shall consist of clean, granular material free from objectionable materials such as vegetable matter or other deleterious substances with at least 90 per cent coarse material ranging from 1" in diameter to 3" in diameter and 100 per cent 3" in diameter or less. 8. Bedding material shall consist of clean, granular manufactured pea gravel. Material shall be placed and firmly compacted to provide a firm, uniform cradle for the pipe. The minimum thickness of the layer of bedding material shall be 4 inches under the bell for all pipe sizes less than 27 inch diameter. After. the pipe Is laid, additional bedding material shall be placed and compacted by hand tools for the full width of the trench to a height of 6" above the top of the water main. 9. Where excvated material is not approved for backfill, Gravel Base, Class B, conforming to the requirements of Section 9-03.10 of the State of Washington Standard Specifications for Road and Bridge Construction, 2002, or granular material commonlhy known as bank run gravel, shall be used as directed by the City of Edmonds Engineering Division. 10. Concrete blocking shall be cast in place and have a miinimum of 1/4 square foot bearing against the fitting and two square feet against undisturbed soil. Blocking against fittings shall be clear of joints so as to permit taking up or dismantling of the joint. Blocking shall be in accordance with City of Edmonds Standard Details for blocking and shall be adequate to withstand full test pressure as well as to continuously withstand operating pressures under all conditions of service. 11. WATER SERVICE PIPE COPPER TUBING - Copper tubing shall conform to the requi9rements of ASTM B418, soft Type K, annealed, for underground Installation. POLYETHELENE PIPE-Polyethelene pipe for water service lines, 2 inches In size and smaller, shall ccoonform to the requirements of AWWA C-901 and the City of Edmonds Standards. The pipe sha11 bear the seal of the. National Sanition Foundation for potable water pipe. Pipe joints shall be made In accordance w Uh the manufacturer's recommendations. Sp -,vent welded pipe joints will not be permitted. Minimum wrorldng pressure rating shall be 1130 psi. A 14 gage vinyl coated copper tracer wire shall be wrapped around the pipe and taped evey 10'. Bare and connect wire to the meter yoke and to the house connection. TEMPORARY EROSION/SEDIMENTATION CONTROL NOTES 1. Maintain natural vegetation for silt control where possible. 2. Temporary erosion/sedimentation control facilities shall be constructed by placing siltation control filters around swales (natural or man made) and shall be maintained in a satisfactory condition until such time that land clearing and/or constructio of permanent drainage facilities are completed and operational. Facilities shall then be removed and the site restored to the original or final design condition. 3. Siltation control systems depicted on this drawing are such as to meet minimum requirements. As construction progresses and expected seasonal conditions dictate, more siltation control facilities may be required to insure complete siltation control of this property. Therefor, during the course of construction, it shall be the obligation of the contractor to address any new conditions that may be created by his activities and to provide additional facilities, over and above minimum requirements, as may be needed. 4. Temporary gravel constructlon entrance shall be Quarry Spalls (WSDOTStd. Spec. 9-13.6). The aggregate layer must be a minimum of 12 inches thick; extend the full width of the vehicular Ingress and egress area; and, be at least 50 feet in length. 5. Stockpiles are to be located in safe areas and adequately protected by temporary seeding and mulching. HYDROSEED preferred. EROSION & SEDIMENTATION CONTROL 18.30.050 Developm.-nt approval standards for erosion and sedimentation control (ESC) plan. A. ESC Minimum Requirements. All activities necessitating a clearing or grading permit and all utility projects consisting of more than 500 lineal feet of trench excavation shall be required to control erosion and sediment during construction and to permanently stabilize exposed soil resulting from construction. Projects involving a critical area may also be required to comply with any combination of the ESC minimum requirements. Compliance will be demonstrated through the implementation of an approved ESC plan. Guidelines for preparing ESC plans are provided In the manual. The plan must address the following requirements; 1. ESC Minimum Requirement - Copnstruction 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 road by shoveling or sweeping and be transported to a controllled 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 Esposed Areas. All soils exposed by land disturbing activities shall be stabilized by suitable application of BMP's including, but not limited to. sod, hydroseeding, or other vegetation, plastic covering, or mulching. All BMP'sshall 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 BMP's. 4. ESC Minimum Requirement - Maintenance. All erosion and sediment control BMP's shall be regularly inspected and maintained by the owner to ensure continued performance of their Intended function. All maintalnance and repair shall be conducted in accordance with tfe manual. 5. ESC Minimum Requirement - Other BMP's As required by the city, other appriopriate BMP's to mitigate the effects of 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 and 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 andspilling of materials on street due to hauling; e. Daily cleanup and street maintenance. 7. Additional ESC Minimum Requirements for Larger Developments. All new development and redevelopment that includes land disturbing activities of greater than, or equal to, one acre in addition to meeting the minimum requirements set forth above shall comply with ESC requirements listed below. 8. ESC Minimum Requirement - Delineate Clearing and Easement Limits. In the field, mark clearing limits and/or any easements, setbacks, sensitivie/critical areas and the buffers, trees and drainage courses. 9. A. ESC Minimum Requirement - Sediment Trapping. Prior to leaving the site, storm water runoff shall pass through a sediment pond or sediment trap, or other appropriate BMP's. Sediment ponds and traps, perimeter dikes, sediment barriers, and other BMP's intended to trap sediment on-site shall be constructed as a first step in grading: These BMP's shall be functional before land disturbing activities take place. Earthen structures, such as dams, dikes, and diversions shall be seeded and mulched accorfding to an approved timetable. 10. ESC Minimum Requirement - Cut and Fill Slopes. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. In addition, slopes shall be stabilized In accordance with ESC Requirement No. 2. 11. ESC Minimum Requirement - Controlling Of Site Erosion. Properties and water ways downstream from development sites shall be protected from erosion due to increases in the volume, velocity, and peak flow rate of storm water runoff from the project site. 12. ESC Minimum Requirement - Stabilization of Temporary Conveyance Channels and Outlets. All temporary on-site conveyance channels shall be designed, constructed and stabilized to prevent erosion from the expected velocity of flow from a two-year, 24-hour frequency storm for the developed condition. Stabilization adequate to prevent erosion of outlets, adjacent strearn banks, slopes and downstream reaches shall be provided at the outlets of all conveyance systems. 13. ESC Requirement - Storm Drain Inlet Protection. All storm drain inlets made operable during construction shall be protected so that storm water runoff shall not enter the conveyance system without first being filtered or otherwise treated to remove sediment. 14. ESC Requirement - Removal of Temporary BMP's. All temporary erosion and sediment controol BMP's shall be removed within 30 days after final site stabillzation is achieved or after the temporary BMP's are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil areas resulting from removal shall be permanently stabilized. 15. Erosion and Sediment Control Requirement - Dewatering Construction Sites. Dewatering systems shall discharge Into a sediment trap or sediment pond. 16. Erosion.and Sediment Control Requirement - Control of Pollutants other than Sediment on Construction Sites. All pollutants other than sediment that occur on site during construction shall be handled and disposed of In a manner that does not cause contamination of storm water. 17. Erosion and Sediment Control Requirement - Financial Liability. Performance bonding, or other appropriate financial instruments, shall be required for all projects to ensure compliance with the approved erosion and sediment control plan. Ord. 30131, 1995 GENERAL NOTES -HYDROSEEDING 1. Construction acceptance will be subject to a well established ground cover that fulfills the requirement of the approved construction plans and City of Edmonds requirements. 2. All disturbed areas such as retention facilities, roadway back -slopes, etc., shall be seeded with a perennial ground cover grass to minimize erosion. Grass seeding will be done using an approved Hydroseeder or as otherwise approved by the City of Edmonds. 3. Preparation of surface. All areas to be seeded shall be cultivated to the satisfaction of the city inspector. This may be accoomplished by discing, raking, harrowing or other acceptable means. 4. Immediately following finish grading, permanent vegetation will be applied (minimum of 80# per acre). This Is to include the following: 20% annual, perennial or hybrid rye grass, 40% creeping red fescue, 40% white clover. Hydroseed required. 5. Fertilizer shall be applied at 400# per acre (109 per 1100 square feet) of 10-20-20 or equivalent. HYDROSELUING SPECIFICATION 1. Biofiltration swale and erosion seed shall consist of the following mix by weight: Alopecurus pratensls/Meadow foxtail 40% Fetuca pratensls/Alta Fescue 25% Agrostis alba/Redtop Bent Grass 20% Festuca rubra/Red Fescue 10% Lotus comiculatus/Birdsfoot Trefoil 5% 2. Hydroseed mulch shall consistof Silva -Fibre or approved equal. Fibre shall be dyed dark green. 3. Soill binding agent shall be J -Tac or approved equal. 4. Hydroseed biofiltration Swale and all disturbed areas at any time when conditions are favorable for germination of seed and proper working of soil. Calender dates for favorable conditions are generally between April 15th and October 15th. 5. Use equipment urhich maintains continouos agitation of water slurry keeping all additives mixed and suspended homogeneously until pumped from tank. 6. a) Seed: apply et the rate of 4 lbs. per 1000 square feet. b) Fertilizer: aptly 10-20-20 fertilizer at a rate of 10 lbs. per 1100 square feet of seeded area. c) Mulch: applyat a rate of 40 lbs per 1000 square feet of seeded area. d) Binding Agent: apply at a rate of 1 lb per 1000 square feet of seeded area. 7. Promptly re -seed any areas which do not germinate within 14 days. -$-ANI.TA.RYS.E..W_BR_._ EN.FRALN-OIE-S. 1. All work and materials shall be in accordance with the applicable standard specifications of the City of Edmonds, project specifications and the APWA Standards and Specifications. 2. Incase of conflict between the above specifications, the City of Edmonds specifications shall have precedence. 3. Work shall not commence until approval has been received from the City of Edmonds. 4. Existing utilities, whether shown or not, shall be located prior to construction, so as to avoid damage or disturbance. The contractor shall assume all responsibility and costs connected therewith to protect, maintain and repair, where necessary. 5. For aid in utility location call 1-800-424-5555, 48 hours prior to beginning of construction. 6. Connection to the existing sewer main shall be done so as to prevent any foreign materials from entering the existing sewer. 7. PVC pipe shall be SDR 35, ASTM D-3034. Pipe shall be fully encased In granular bedding material extending from4" below to 12" above the pipe. 8. Sewer lines shall be cleaned and tested in accordance with City of Edmonds Standards and Specifications. 9. The contractor shall be responsible for maintaining and repairing asphalt and gravel surfaces disturbed as a result of this construction until they are accepted by the City of Edmonds Englneering Division. 10. All trench backfill and roadway embankment shall be compacted to 95% of maximum density. Backfill shall be gravel base, class B, conforming to the requirements of Section 9-03.10 of the State of Washington Standard Specification for Road and Bridge Construction or granular material, commonly known as bank run gravel, shall be used as directed by the City of Edmonds Engineering Division: 11. The contractor shall take all necessary precautions for the safety of employees on the project and shall comply with all applicable provisions of Federal, State, and Municipal safety laws and building codes. The contractor shat erect and properly maintain at all times, as required by the conditions and progress of the work, all necessary safeguards for protection of workmen and the public; shall post danger signs warning against known or unusual hazards; and he shall designate a responsible member of his organization on the construction site whose duty shall be the prevention of accidents. APPROVED FOR CONSTRUCTION Englneer �p,� 0 5 2004 PERMIT COON Project # 30.2704.02 Date Sht 2 of 8 a t, 2 Install No PwWng at any time accept for Clty — — — — — — — -- — -- Vehldes" signs (4 Required) overlay w4ng mW from 1.wo to sMoln Wmr. Inlet 5A Top 420.0 8" ie 417.0 12-g" 3D s--3.0% I let 5B 14-12" p 420.10 s ,1,0 1 " le 417.20 Overflow from Water Tank Type 11 '� • 422.72 Top CB B 12" ie 415. Remove Existing Storm System N W— NE1/4 NW1/4 Section 30, T. 27 N., R. 4 E., W.M. PL =100.00' -- TF I II I o Iding III ..� _..J IIL _ —I -71 _.._ — _ —,1 ll I -J � — _ �I II F $.93 I FF= 1 �9 FF _ W- 0.25 II I I I (1 F 420.93 II Ir Il -- II III I I I � �F- IL I I I I I c UNIT 4 I l � - J.� A � I I Pl III II I — I� I II II UNIT III I II II IT III II II III 11 UNI IIS a III II II III I YARD CB 4, iy 11, 54" Dia top 418.06 412.28 Is NCBiLitype II, 54' Glia to 20.9 80.35 6j- cMPA ASPHALT DRIVEWAY 12-12" SD Retaining Wall CB 3, type 11, 43" Dia top 417.9 412.18 ie storm X #4@12" " Dimensions U Unriynntd Verdcal (V ban) lzugth 4' H a L b b' c TOe #5@15" c -c 4' tel" C -G 2.5' 10" - 1.67' - Minimum splice Is 2' 5' 1' 3.0' 10" - 2.16' - 6' 1, 4.0' 10" - 3.16' - r 1' 4.5' 10" - 3.67' - U Unriynntd Verdcal (V ban) lzugth 4' #4@12" c -c #4@16" c -c 5+ #4@12" c -c #4@12" c -c 6' #4@12" c -c #5@15" c -c r tel" C -G #6@18" c -c g! #4@lr c -c #6@15"" Minimum splice Is 2' Use of sidewalk will be disrupted for more than 72 hours 12" le -412.13 1 Top of -412.00 I CB 1 w/solid locking lid IUNIT s I ---� --- --I �- �- II II top 413.4 UNITS II i e storm n F II L_- I II 11 , I 410.901 L 3- 12PVC S� _ _ J L - Remove Existing CB i --- - -, I--= J _ - - -, ,,� Remove Existing Pipe to rvesfi FF -41 B. I � Plug existing pipe oth CB plugexisting pipe CB L __ I I I I I I � � e)ist I f I I II II 6" Cleanout 12.90 Top —I _ JL_ _ _ J " SSS"0 410.83 le, storm FF=4 i0. I FF 41 .93 I II , -- - ist. GB -J =�J 51' Cleano _ _ �I -- - - - •- •' Verify downstream pipe drains i I I �i r 0 • ' ,� CB 2, type ll, 4S" Dla w/solid locking lid Smite Plan fp 419.0 SCALE: 1" =10.00' 411.53 le storm � / i ::: APPROVED FOR CONSTRUCTION PV -_1.. ,61�0 � 5 2004 r,r_ BAIT CQV�� I Project 30.2704.02 Sht 5 of 8 0 e v City of Edmonds Permit No: Zj2&L oze/ RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: A. Address or Vicinity of Construction: 95'05 .(3a4a1]lnl WAX (Flares Cort-jE,eS - LJR-rEre "j'AnJ eGS' 7 B. Type of Work (be specific C. Contractor: Wu��1 �NS�Qi1At:.�"�JN Mailing Address: State License #: �/�j2�ti] C,'i ok-Wo n City Business License #: D. Building Permit, # (if applicable): E. [ Commercial ❑ Multi -Family INSPECTOR: ❑ Subdivision Contact: Phone: 4 5 - -I S4 - L, t U bo� Liability Insurance: Bond: $ Side Sewer Permit # (if applicable): ❑ CityProject ❑ EUC'(PUD, VERIZON, PSE, COMCAST, OVWSD) ❑ Single Family ❑ Other F. PAVEMENT CUT: ❑ YES- ,9 NO G. SIZE OF CUT N Ili X CONCRETE CUT: ❑ YES JW NO G. ❑ Mail Approved Permit ❑ Call for Pickup INDEMNITY: Applicant understands_'byI his/her signature to this application he/she holds the'City of Edmonds harmless from injuries, damages or claims of anv kind or description whatsoever, foreseen or unforeseen, that'mav be made against the Citv 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 . MATERIA`LS 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 P K COPY OF THE PERMIT AVAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS Signature: Date: (� z) (Contractor or Agent) REQUIRED INSPECTIONS: 0 F► N A 42,0 \A <oPSMR,A 7-1 CA Call 425-771-0220, Ext. 1326 for a.24 -hour voice-rec d inspection request line. FINAL APPROVAL OF PERMITTED WORK: t� �� DATE Inspector's Signature NO WORK PRIOR TO PERMIT ISSUANCE CADocuments and Settings\Curtis\My Documents\Foran\Engnrng\ROWpermit_.doc Revised 10/01/07 1. THIS PROPOSAL 15 FOR AN UNMANNED TELECDMMUNIGITONS FACILITY COtSISTNC OF ANTENNAS AND SUPPORTING EQUIPMENT CABINETS. 2. THE PROPOSED FACOITY.WILL BE UNMANNED AND DOES NOT REOUIRE POTABLE WATER OR SEWER SERVICE. 3 THE PROPOSED FACILITY IS UNMANNED AND 5 NOT FOR HUMAN AT. (NO HANDICAP ACCESS IS REOUIRED). CCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION. M= 2 TIMES'P.ER MONOL BY- AT&T TECHNICIANS. 5, NO NOSE. SMOKE. DIST OR ODOR WILL RESULT FROM THIS PROPOSAL. 6. OUTDOOR S IZAGE.AND SOUD WASTE MUTA21M ARE NOT PROPOSED. 7. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF SPECIFICATION 'NUMBER 24697-011-3PS-ADOI-GUMI.-rECHNCAL SPECIFICATION FOR CONSTRUCTION OF GSL/CPRS TIRELESS SITES.' AND 24897-011-3PS-E000-60001, iECFDDCAL SPECIFICATION FOR FACILITY GROUNDING. IN CASE OF A CONFLICT BETWEEN THC CONSTRUCTION SPECIFICATION AND THE DRAWINGS THE DRAWINGS SHALL GOVERN. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONSTRUCTION OPERATION. S. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTION RECIUIRED FOR CONSTRUCTION. 10. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBITS FROM THE SITE ON A DAILY BASS. 11. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISTTS AND DRAWINGS PROVIDED BY THE SITE OWNER, SUBCONTRACTOR -SHALL NOTIFY AT&T' LF ANY' OSCREPANCIES PRIOR M ORDERING ' MATERIAL OR PROCEEDING. WITH CONSTRUCTON. 12. NO WHITE STROBIC LIGHTS ARE PERMITTED, UGHTING. IF REOUI2ED, WILL MEET FM STANDARDS AND'REOUIREMENTS. 13. CONTRACTOR SHALL CALL MISS UTILITY FOR UNDERGROUND UTILITY MARKOUT PRIOR TO CONSTRUCTION. 1 -800 -PER DIG NOTE . 14. ALL SIGNS SHALL BE FURNISHED AND INSTALLED AT ALL AT&T WIRELESS SERVICES (ANs) SITES IN ACCORDANCE WITH SPECIFICATION ZONING NOTES IPARKING IS AFFECTED BY THIS YLSTALLATION. SON CONTROL TO BE MAIMANED THROUGHOUT STRUCr1ON PHASEIPMENF CABINETS AAE LOCKED. SELFCONTANED ACCESSIBLE TO AUTHORIZED AT&T SONNEL ONLY. CRITICAL AREAS IDENTIFIED ON PLANS jr��POW�E�R/TELCO. NEW POWER ORIGN TO BE FROM EXISTING UTILITY VAULT ON SO—Z. (APPROX. 19011 TELCO ORION TO BE NEW H -FRAME MUM BY LOCAL U11UTY. )01 1 OVERALL SITE PLAN I I EXITING CHAP? LINK FENCE _ 589'2834 / Lx i I � II EXISTING WICESIREAM 1 t I COMPOUND u. . ,Y .L . / CK" SHED -_>-\ AI NG 09"MONOPOLE_ HIGH* L 7-.111 EXISTING WATER TDWER�. EXISTING WATER TDWE _\ ------ -___ .1... - - . __... _.r _ I � I 0031 I i• PROJECT 10/71/2003 ISSUED FOR CONSTRUCTION ' t c AREA ryry 1 � } 1 50'-0' � t I i R-0- W PROPOSED 10/22/2DQ3 0031 I i• PROJECT 10/71/2003 ISSUED FOR CONSTRUCTION ' ' 11 AREA ryry 1 � \EXhTINC �ILSPNALT Y 1 • 50'-0' � t I i R-0- W � SECTION � PROPOSED 10/22/2DQ3 0031 T PORTION OF TRACT 18. BLOCK 5 ALDERWOOD MAWR Na 9. ACCORDING TO PROJECT 10/71/2003 ISSUED FOR CONSTRUCTION ' THE PIAT THEREOF RECORDED IN VOLUME 10 OF PLATS. PACE 6 IN SNOHOMISH AREA �% s COUNTY. WASHINGTON. DESCRIBED AS FOLLOW: SEE BEGINNING AT THE SOUTHWEST CORNER OF TRACT 18 BONG THE TRUE NOWT OF ;INNG. � SECTION � I� TING EMERGENCY 1 FATE (MOM I . IN 50NDO5) / 1 EklsTwc EDGE I; ASPHALT ; /g c 197 �� ,/OF. t 11 j f t AT&T ANIEtBiAj' '. - 1 J Wren Constructior OF f ATT&T12) j S Job Name �C •��/ I H -FRAME (REQUIRED 1-14 BaLDING.' D 7 �. . Date • UIOFIY (TELCO! PONT MNG 00 NOT USED `E I I iD'-6' x ; 1 -0' AT&T \ O'OIA70 � \ EOSIING . r a&T U.G. ASPHALT SITE TYPE: COLLOCATION . TETT Rom el OWNER: CRY DF EDMONDS I . 521 5714 AYE. H. U EDNIONDS. WA 98020-3146 . } ING CONTACT: COMMUNITY SERVICES - DIRECTOR BUILDING PHONE (425) 77-7-0220- ----'- —__._ 20NIPIG: P (PUBLIC USE) ti - ZONING JURISDICTION: CITY OF EDMDNDS . 4�' AREA OF CONSTRUCTION: 20'-0- X 10'-6' { L j I AP NUMBER: 003736-005-018-02 BUILDING i$` y BUILDING % \\ I' HANDICAP REOUO2EMEM5: FACILITY 6 UNMANNED AND NOT FDit ` ! ) P HUMAN HABITATION_ HANDICAPPED ACCESS NOT REQUIRED. 10041 SiTE INFORMATION I i / VICINITY MAP QA 10/22/2DQ3 0031 T PORTION OF TRACT 18. BLOCK 5 ALDERWOOD MAWR Na 9. ACCORDING TO Q 10/71/2003 ISSUED FOR CONSTRUCTION ' THE PIAT THEREOF RECORDED IN VOLUME 10 OF PLATS. PACE 6 IN SNOHOMISH EXISTING POWER MOTILE (POWER P00(r OF CONNECTION) �% s COUNTY. WASHINGTON. DESCRIBED AS FOLLOW: BEGINNING AT THE SOUTHWEST CORNER OF TRACT 18 BONG THE TRUE NOWT OF ;INNG. _ THENCE MOM ALONG THE WEST LINE THEREOF 26951 FEET: THENCE SOUTH I THENCE SOUTH AND PARALLEL TO THE WEST LINE OF SAO TRACT 22135 FEET TO THE NORTH MARGIN OF BOWDOIN 1 WAY-. . THENCE SOUTHWESTERLY FOLLOWING THE NORTHERLY MARGIN OF BOWDON WAY 142 FEET. MORE OR t 11 LESS. TO THE TRUE POINT OF BEIINtNPIG PER TITLE REPORT ORDER Na 153116-1 BY PACIFIC NOUN WEST TRIS COMPANY 1 J OF SNOHW$H COUNTY INC. EVERETT WA. DATED SEPTEMBER 29. 20D3. i / VICINITY MAP QA 10/22/2DQ3 0031 LEGAL DESCRIPTION Q 10/71/2003 ISSUED FOR CONSTRUCTION ' EJC EXISTING POWER MOTILE (POWER P00(r OF CONNECTION) i / VICINITY MAP QA 10/22/2DQ3 ISSUED FOR .- CD REVIEW BJG Q 10/71/2003 ISSUED FOR CONSTRUCTION ' EJC CELLULAR SITE 114 of NW 1/4 of S. 30 T. 27 N. R. 04 E. W.M. I TOIAYMRaor . >� � i FO10 Wa&IAP - F010o MRaaP EIPl.41a � Flfl'.ATt.R , •\ CONDOMINIUM GRIM .. i E R W 0 ( 9175) \� 'P� \ \ O 1 ----a' IRw E I. a M A N >I i \ a . I ---- —�" IO�RYNAERUE s UalfTPaE F— rolFmwlE I PAOROwI®TMIROnFA A� PGaEit mErm waw6twE -rr----- =msgFT �I I R // 1 SEBT�OPOIFIEaL ;- �. A9'IRLT r Y.RI PROJM o1FO T)ALLUROM] MMAREAOMMIAEMSUIsIs, ../ 'yAFWam' \NSP I n aP R ALLFEE@SR04ES�AEARCRAEmAO ® FIMMUwim' N`� FOR aul�ia GRb\Tm TRAR 107. �OO i . 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TOIAYMRaor . 10/15/2003 —PNCE I agTLxIPE ' \ _ 9CC ® a'Yaoa OM '- I A L E R W 0 0 q i 1 i�''� / �� ----a' IRw E I. a M A N O R N 9 I Y �'/ /�, , ---- —�" IO�RYNAERUE s UalfTPaE F— rolFmwlE I PAOROwI®TMIROnFA A� PGaEit mErm waw6twE -rr----- =msgFT �I I R I , 1 tcum FR --O---O- waoIBM " PROJM o1FO T)ALLUROM] MMAREAOMMIAEMSUIsIs, '®"i 'yAFWam' \NSP I n aP R ALLFEE@SR04ES�AEARCRAEmAO ® FIMMUwim' N`� FOR aul�ia GRb\Tm TRAR 107. �OO i . I 6 I a' I .1 ' - FamERRSGG: .-gTEMiGVR�dL7 I C S T/� 0 'M 6 I I, wtxa .a �2`Z , , T I $ I X91 , k -- I egl .,a e. I I ; V ; "' SP S-98-11 1 iI ,. ��a I NCIn I 1 I I i 1-----1 lO' l i I I 1 1---- -----r— , N �� ,I� ADDITION (6134) ; Fw 1 ; 11 I ---- TINA,& AS -BUILT N 57COAc.crf,�S iiatia 7L. Gnaooanr UPCFGMPXMM Ei®a0T•IEi'NTSSTAC IINnET1 I INCH -20 Fr. 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TOIAYMRaor . 10/15/2003 YwiTAa1 R ' tttlwowa ® FaaDRAG4L FCRYYOIIPPE i� E704TP000TtiFWna1 ® aWNOASYm" GRUHR 91 FYENSNWO o.o PwtTnmEry PwTH1WUE DCLTI asYgv .--o IAR71 snlewm a UalfTPaE F— rolFmwlE O PAOROwI®TMIROnFA A� PGaEit mErm ■ TT3FAOE cm ONSU TANT: IIN -DRAWN =CHK.: APV.: Pr VARIM —a•-• tcum FR Illm PROJM o1FO T)ALLUROM] MMAREAOMMIAEMSUIsIs, ,A 6R)�WRNSRB�'pmnER 13 AAPnRIDM=N3lasM AwAGMAM)LOMpGL R ALLFEE@SR04ES�AEARCRAEmAO FEE7 V m tm NI@FFOtta2SQ160LLYFDn FOR aul�ia GRb\Tm TRAR 107. =TREE LEGEND: O LNo9 wwnE un—maawv:.te1M Po-P.M� L—tnE mors asoew o-ooRaaARn vu—Tmemllaaan n'w1B'c � ou ImRxi FwaR® tom R.wfm1 0 O..— AORR6�.oY�nort�. ` SITE INFORMATION:' UZWTWAGM LASaswmm taFATIaEa �eGNGa..wT 81F9t@DitY oaIR1eal 0 W mG4Al aFRveEsmaclal PIa@taAYFR Ai5411 STTI�m mmmT=L NRRA:ISE F4 PIKIWARIAWAM POaniPA70AACj wYffiARr„ w LATITUDE / LONGITUDE POSITION: CG "M0lTA"OQYTEROFmmp= .. M. alua • I Mon tM.T 272MUrN MD83 Eidl.snAFW YRIOY BOUNDARY DISCLAIMER 11SPURlaESRO7 @IES8nAN7POYRYRNFT. —11A SPUML DTOPOGINMCNIPYATRPROPIMLI ESAOFASFREIO2 OEPAAGWMUMNr NCFWM=NidOaT=GITIEA®Ftt011 .. PRESBY A=U RHOi1C.0AWl COa7WF OFASCW AIID 1-11 "01AORCFGRNaNICMEMMIRYET'. M) ITCOMTYn7 olud¢AEffi IgRIFRFFFAlO1WAT PERaOED K taRTo96Taa Ew•oEFRPc Nc =BENCH MARK: YAOI WIR@SAtnENTA/En . Cab SG,LNATiW 'IUTI*wa'MVDL . =BENCHMARK DISCLAIMER fi9•AnG16 ESTABIIDODAT TIG SIfE�1EA rFF')&R�.G70T/E ANNEMAmp76 anPPR w ETwarvas 9RGEronmc FiRIIIJa 11)4YA106 n1E E1EVAtSPS AIEApRi,TE YRIMNIlE FM 7RERAACF RFR1ESiE0 fSR 116 Ppp$,•[ AT, PROJECT INFORMATION: 5 CORNERS / VOICESTREAM S61S03128A SN64 8505 BOWDOIN WAY EDMONDS, WA 98026 CURRENT ISSUE ATE: 10/15/2003 ISSUED FOR SURVEY R .:=DATE•—D SCRIP N: — PLANS PREPARED BY: ®®®1 I kdulwls - Engivx�• P.C. LTMmg7p�. 4A .-• S=K X®C FARC (i�7126 ONSU TANT: COr—LNEr—iSVONE ENGtN EER ING. INC. E,, 298WESTLAKEAVE N P4iDNE2TI M4231 SEATTLE, WA 981M FAX 28649Q3839 . . EMAIL: Wim= -DRAWN =CHK.: APV.: JTM. _ -- EJC LICENSURE:— Y Lam . EON6 :f/Oe, =SHEET TITLE: SURVEY SiTE PROJM o1FO 24897 -612 -A -SN -64 =SHEET NUMBER• LS 01 REVISION: 1 11,0,r, ,, li It / / CD Exp �. . } GRASS EXISTING VOICEXSfIMG . COMPOUND . 1 EXISTING ACCESS 1 . CA1E5 I -r .--\--EXISTING'109'-4- HIGH +-- STEEL MDNOPOLE =x • EXISTING SHED . / _-Z ®009 MEW AT}T / t/. I ICE I EXISTING �J TREE (1YP.) NEW EDUIPMENT CABINET i �0A02 006 ' I �W ATE OWE EXISTING GRAM AREA I )01 ENLARGED SITE PLAN t- �' NEW CD LAME NE v,a MCN CHAIN FENCE FENCE . NOTE: SEE OETA4 302/AD4 FOR CDNCRE7E ROTES• SEE DELI 300/A04 FOR GENERAL NOTES POWER/TELCO .NOTE NEW POWER OMGw TO BE FROM OUSTING UMM VAULT ON BOWDON WAY, (APPROX 1901 NEN TELCO ORM TO BE FROM NEW N -FRAME REOUIlED BY UrTUTY. V 10•-6' LEASE AREA NOTE - SECTOR B AZIMUTH -25Q EXISTING ANTENNAS NOT. SHONN TOTALS .. rn 1.00 (2) ALLGON (2) 739 5B4 KATNREIN- IN iF05 NEW FOR 11ARI1Y, (2) 7ALLGON (2)KAT9584 kREIN X� EMNG 109'-4' HIGH .. - EASEMENT UNE---- --- -- STEEL MONOPOLE 4)[ISTING LANDSCAPE NOTE 80'-0' LL EXISTING LANDSCAPING TO REMAIN IN 960•-0• .. .. Q CONDITION OR BE RELOCATED TO 0' V 10•-6' LEASE AREA `C.� `kMFNJ SECTOR B AZIMUTH -25Q SECTOR C - AZIIUTH -Cr TOTALS MANUFACTUREANIIENNA MODED rn 1.00 (2) ALLGON (2) 739 5B4 KATNREIN- (2) 772 IN AIIGDN (2) 739 KATNREIN (2) 7ALLGON (2)KAT9584 kREIN X� 1 NEN 4 NEW - EASEMENT UNE---- --- -- 12 NEW CENTER 80,-0_ 80'-0' 80'-0• 960•-0• t FTTTRE Q / 0' CABLE SIZE MOKW i CABINET (B) 7/8• (8) 7/6' (24) 7/8• MHA NEW 6'-0' W81E . _ 2 NEW - 2 NEW / DOUBLE GATE' rt 0 945 001 002 003 N JUA �� A05 OS 05, aABnNEr � . 1 NEW 8'-0- : 19'-6-(004 - T CONCRETE SLAB ' 7M J SSC CABINET - x f o ' NEW AT&T LLG' 328 001 TELCO ROUTE,w 3 x ' n -ANTENNA NEW AT&T GPS 801 oil, X14•• NEW ANTENNA MRA CM. OF 6) NEW ANRNNA T -A. MOUNTS NEW AT&T ANTENNA X11 (TYP_ OF 12) LAYOUT Z SECTOR A AZIMUTH -14Q SECTOR B AZIMUTH -25Q SECTOR C - AZIIUTH -Cr TOTALS MANUFACTUREANIIENNA MODED rn 1.00 (2) ALLGON (2) 739 5B4 KATNREIN- (2) 772 IN AIIGDN (2) 739 KATNREIN (2) 7ALLGON (2)KAT9584 kREIN ANTENNA py 1 NEN 4 NEW 4 NEW 12 NEW CENTER 80,-0_ 80'-0' 80'-0• 960•-0• GOWN TILT Q Q 0' CABLE SIZE (8) 7/8- (B) 7/8• (8) 7/6' (24) 7/8• MHA 2 NEW _ 2 NEW - 2 NEW 6 NEW LAYOUT Z 10/22/2003 ISSUED FOR -- CD REVIEW fii6 QO 10/3.1/2003 ISSUED FOR CONSTRUCTION BJG kr. ieCt _ Dgir... P,C. ® ® 4EM =MSTREET Sr. SURE x LYMMOM NA 911076 PrOML (425) 6N0-8651 fA>; 4 75 772-0846 IR_ — T T 1 1, SUPPORT CABINET (SSC) CABINET SMALL BE INSTALLED PRIOR Wren Construction (' RACK 004 1S DSTALLER THE BTS CABINETS. CENTER TE � �J of EDM 2 BIO T WLER SMALL AL= CENTER OF ULTR PO CABLE EHTRY NOTEZZ Iert PORT WITH MSNtEm,D1E OF SSCamE ENTRY PORT. - 1Ov Name .. I LINTS i o Yn W < �N 8) I VERIFY TELCO ENTRY PORT AT SSC CABINET WITH MFR. SPECS REFER TO 001/A02 ISREOUIPMEHI lQ� CABINET n x I �, EOUIPMEWT ANCHOR EMBEDMENT SHAUL NOT = V BELOW D 4. VERIFY AC ENTRY PORT AT SW CABINET WIN mn;L SKM SLAB PLACEMENT AND OfBENTATION U=Yate SLAB 6. VERITY AM WITH Ml/= . ............ IL CLEARANCE MUST BE SSC DWENSVS MAY VARr MAINTAI ED TO MEET NEC CODE REOUREIENTS - - RAWN =CHK.: APV, .. ---- - -._—-.--_._--_--._.-..---_._---.—._.-. -_._-_ 8. MkY `VARY Y UJIM CIC POSITION ON AC SERVICE ENTRANCE PANEL, _ - BJG - '- --'- JMG -- EJC .wY vARr BY MAMUFALiURER, NEW BMIARD 010 - to, CONDUIT ABOVE GRADE SMALL BE RMC• IMC OR Sp1EDULE ao PVr_ IC INSURE• '•' (IYP, OF 3) 11. SSC TO BIS CABLE BRIDGE PROVIDED WITH SSG - - bU v X x— X RE&ISTERED I EXISTING TELLO RF CABLE ENTRY A'SRZA EC 1 W PEDISTAL /E488 19-_6• SLAB \ t'-10•- 4'-5• NEW F KVA ORY TYPE NOTE 2 CABLE OCE 1 ' - W TRWsromaEA ISOJ. �PRt1NMNY, ) AN 1]Dy2a0.4-PHASE 3 WINE--,� ,...,9Ulu ll SECOMMARY (REOUARED BY UDIN EXISTIIOi ...�•:• w: 3'+ NORM UMTS SSC Cl18LNE7 NOIM FUTURE INET �•y ' TRASTTE NOKM SHRUB (TYP.j W sf�T� SHEET TITLE EXISTING ASPHALT - ROCK. WALL � ENLARGED SITE PLAN EXISTING BOLLARD L /� �i q AND ANTENNA LAYOUT i/ UMTS TRAY STUB -UPS W EXISnNG EDGE AT TRAY . - TELCO CONDUIT PRCrCCT L%FC (NDS 3.1D) 24897-612–A–STTLWASN64 NEW AT&T LLG, POWER AC SERVICE CONDUITS SHEET NUMBER: pEVISION:— ROUTE (SEE ADI FOR (NOTE -4• 10) i W CONTD0IATXIN) ® AC SERVICE ENTRANCE :y 002 ! PANEL (NOTE 9) t03 1 r N 002 EOUIPMENT PLAN3 -• �� _r -n 10)616I ®® ® 0 ( kr. ieCt _ Dgir... P,C. ® ® 4EM =MSTREET Sr. SURE x LYMMOM NA 911076 PrOML (425) 6N0-8651 fA>; 4 75 772-0846 IR_ — T T 1 1, SUPPORT CABINET (SSC) CABINET SMALL BE INSTALLED PRIOR Wren Construction (' RACK 004 1S DSTALLER THE BTS CABINETS. CENTER TE � �J of EDM 2 BIO T WLER SMALL AL= CENTER OF ULTR PO CABLE EHTRY NOTEZZ Iert PORT WITH MSNtEm,D1E OF SSCamE ENTRY PORT. - 1Ov Name .. I LINTS i o Yn W < �N 8) I VERIFY TELCO ENTRY PORT AT SSC CABINET WITH MFR. SPECS REFER TO 001/A02 ISREOUIPMEHI lQ� CABINET n x I �, EOUIPMEWT ANCHOR EMBEDMENT SHAUL NOT = V BELOW D 4. VERIFY AC ENTRY PORT AT SW CABINET WIN mn;L SKM SLAB PLACEMENT AND OfBENTATION U=Yate SLAB 6. VERITY AM WITH Ml/= . ............ IL CLEARANCE MUST BE SSC DWENSVS MAY VARr MAINTAI ED TO MEET NEC CODE REOUREIENTS - - RAWN =CHK.: APV, .. ---- - -._—-.--_._--_--._.-..---_._---.—._.-. -_._-_ 8. MkY `VARY Y UJIM CIC POSITION ON AC SERVICE ENTRANCE PANEL, _ - BJG - '- --'- JMG -- EJC .wY vARr BY MAMUFALiURER, NEW BMIARD 010 - to, CONDUIT ABOVE GRADE SMALL BE RMC• IMC OR Sp1EDULE ao PVr_ IC INSURE• '•' (IYP, OF 3) 11. SSC TO BIS CABLE BRIDGE PROVIDED WITH SSG - - bU v X x— X RE&ISTERED I EXISTING TELLO RF CABLE ENTRY A'SRZA EC 1 W PEDISTAL /E488 19-_6• SLAB \ t'-10•- 4'-5• NEW F KVA ORY TYPE NOTE 2 CABLE OCE 1 ' - W TRWsromaEA ISOJ. �PRt1NMNY, ) AN 1]Dy2a0.4-PHASE 3 WINE--,� ,...,9Ulu ll SECOMMARY (REOUARED BY UDIN EXISTIIOi ...�•:• w: 3'+ NORM UMTS SSC Cl18LNE7 NOIM FUTURE INET �•y ' TRASTTE NOKM SHRUB (TYP.j W sf�T� SHEET TITLE EXISTING ASPHALT - ROCK. WALL � ENLARGED SITE PLAN EXISTING BOLLARD L /� �i q AND ANTENNA LAYOUT i/ UMTS TRAY STUB -UPS W EXISnNG EDGE AT TRAY . - TELCO CONDUIT PRCrCCT L%FC (NDS 3.1D) 24897-612–A–STTLWASN64 NEW AT&T LLG, POWER AC SERVICE CONDUITS SHEET NUMBER: pEVISION:— ROUTE (SEE ADI FOR (NOTE -4• 10) i W CONTD0IATXIN) ® AC SERVICE ENTRANCE :y 002 ! PANEL (NOTE 9) t03 1 r N 002 EOUIPMENT PLAN3 -• �� _r -n 10)616I