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BLD20110095 PERMIT DOCSSTATUS: ISSUED CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: 425 771-0221 Expiration Date: 5/9/2012 Parcel No: 00580700004008 DICK'S DRIVE-IN RESTAURANT DICK'S DRIVE-IN, LTD.,LP SCHUCHART CORPORATION DEVELOPMENT CO BRIAR 4426 SECOND AVE NE 419 3RD AVE W PO BOX 9704 SEATTLE, WA 98105- SEATTLE, WA 98119 BELLINGHAM, WA 98227- (360) 650-8217 Ext. (206) 634-0300 Ext. (206) 682-3030 EXT: LICENSE 4: SCHUCC*12INC EXP: 1/7/2013 NEW ONE STORY 3853 SQ. F.T. DICK'S DRIV&IN FAST FOOD RESTAURANT. If III VALUATION: $391,846.50 "M LETECv P D PERMIT TYPE: Commercial PERMIT GROUP: 55 - Restaurant GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: VB RETAINING WALL ROCKERY: N OCCUPANT GROUP: B OCCUPANT LOAD: 30 FENCE: N ( 0 X 0 FT.) CODE: 09 OTHER: N ------- OTHER DESC: ZONE: CG NUMBER OF STORIES: I VESTED DATE: NUMBER OF DWELLING UNITS: 0 LOT 4: BASEMENT:0 1ST FLOOR:0 2ND FLOOR: 0 BASEMENT:0 IST FLOOR: 3853 2ND FLOOR: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 REQUIRED: PROPOSED: REQUIRED: PROPOSED: REQUIRED: PROPOSED: HEIGHT ALLOWED:75 PROPOSED:22 REQUIRED: PROPOSED: SETBACK NOTES: Flag lot - all sides - 0' setbacks. 69 parking stalls required - 49 on-site, 20 on Top Foods site by agreement I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOINGTHE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATINGTO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THISAPPLICATION ISNOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY -AND ALL FEESARE PAID. 14eo% fifc'l v JS S7— 7-11 Print Name Date Released By N1 ATTENTION ITIS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109/ BCI 10/ IRC I 10. = ONLINE = APPLICANT a ASSESSOR a OTHER STATUS: ISSUED BLD20110095 • Separate Permit Required For: Plumbing, mechanical, commercial kitchen hoods, fire suppression, state electrical, irrigation system, signage. • Prior to final project approval, an easment shall be recorded against the property granting permission to the City of Edmonds to construct, repair and maintain the water service line fromthe City main to the meter. • SPECIAL INSPECTIONS ARE REQUIRED FOR THE FOLLOWING • Soil Bearing Verification • Concrete Construction, Including Reinforcement • Concrete Anchor Installation • Structural Masonry • Structural Steel Fabrication and Erection, Including High -Strength Bolting and Welding (Welders Must Be WABO Certified) • Structural Observation by Structural Engineer of Record • Prior to Final Inspection by the Building Division, Final Special Inspection Reports are Required From All Special Inspectors. • Submit Special Inspection Field reports on a weekly basis to the City Building Department. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. • Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. • 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. • Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00prn on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, 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 for this permit. Issuance of this pen -nit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. 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 TIME LIMIT: SEE ECDC 19.00.005(A)(6) BUILDING (425) 771-0220 EXT. 1333 1 ENGINEERING (425) 771-0220 EXT. 1326 1 FIRE (425) 775-7720 PUBLIC WORKS 425 771-0235 1 PRETREATMFIN'I 425 672-5755 1 RECYCLING 425 275-4801 When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Prefereed, and whether you prefer morning or afternoon. • &Pre -Con • E,Erosion Control/Mobilization 0 • • E -Storm Tightline • &Footing Drain Connection • E -Footing Drain TL Conveyance • E -Water Service Line • E -Waterline Easement Recorded docs • E -Contractor to provide asbuilt • E•Trash Enclosure • ECross Connection Final • E -Engineering Final • B-Preconstruction meeting • B -Footings • B -Foundation Wall • B -Foundation Drainage • B -Slab Insulation • B-Pre-Rock(Bearn/Col Wrap, Shafts) • B -Roof Sheathing • B -Framing • B-Insulation/Energy • B-Sheetrock Nail • B -Building Final • F -Extinguishers • F -Addressing Visibility • F -Fire Final • P -Planning Final • B -Masonry Walls C. *• o III "; �,P - LL OU O� 0 0 LULL Z aLL) . d N = w W r *00 E co dU- OZ N Q Z ZU ca W Z O O co w U Um QCD dU LO m �O 0 Lam.:. —:. LL aco L E�w "�.' �pni Z N c�w—�O cr Si y J m � C�iF='� �. m > O ca Q .m (� Z ? Nr v IT — p a> 3 +a O Q to D.v o: vi r.E USO m r 4 M a 0 C tii w A� LU 4 Q mN a. LU L .? p � .d. � 'O�•Z 2 0Q} W J 131 .. IL :tt o a coCL a V V'ZQ W _OSE .,, o w U) LL\� V E O V w Q N _ s E� d U) 0 +•+ K E= U U e0 W.4) � Z u 25 U 3 t N m•`ZV p O 2 d m NOp V C�CQ(A 3 CL 0aWa v zIL IL www i J Q U U m n a s N m J� N J /F m i ui m m m c O • . • of E°MInspection Comments oar a BLD20110095 45 -New Commercial Applied: 02/14/2011 Issued: 05/09/2011 Expires: 05/09/2012 Address: 21910 HIGHWAY 99, EDMONDS INSPECTION DATE INSPECTOR ACTION 1000 - E -Pre -Con 05/13/2011 MCCONNELL CMP Comment: City staff present: L.Bjorback, R.Steinike, J.McConnell. Engineering Division notes attached. 1001 - E -Erosion Control/Mobilization 05/19/2011 MCCONNELL COM Comment: TESC adequate at this time. 1001 - E -Erosion Control/Mobilization 07/01/2011 MCCONNELL COM Comment: Keven with Shuchart inquired about emptying baker tank. Okay to release to storm system if no sediments visible. No additional testing required. 1001 - E -Erosion Control/Mobilization 07/26/2011 ZULAUF COM Comment: tesc ok 1001 - E -Erosion Control/Mobilization 09/27/2011 LAMBERTJ CMP Comment: J.Zulauf at inspection - final approved 1013 - E -Storm Tightline 07/19/2011 LAMBERTJ PAR Comment: Partial - OK to backfill Tightline form CB 1 to yard drain - need to verify mudding. 1013 - E -Storm Tightline 07/20/2011 LAMBERTJ PAR Comment: Partial - Verified mudding - ok to backfill from yard drain to yard at northeast corner - connected to existing system. 1013 - E -Storm Tightline 07/26/2011 ZULAUF COM Comment: connection from trench drain to storm, tightline to existing 1013 - E -Storm Tightline 09/27/2011 LAMBERTJ CMP Comment: J.Zulauf at inspection - final approved 1017 - E -Footing Drain Connection 07/26/2011 ZULAUF PAR Comment: Verified connection 1017 - E -Footing Drain Connection 09/27/2011 LAMBERTJ CMP Comment: J.Zulauf at inspection - final approved 1019 - E -Footing Drain TL Conveyance 07/26/2011 ZULAUF COM Comment: strip trench connection 1019 - E -Footing Drain TL Conveyance 09/27/2011 LAMBERTJ CMP Comment: J.Zulauf at inspection - final approved 1034 - E -Water Service Line 05/27/2011 MCCONNELL COM Comment: Email attached with discussion on water meter sizing. 1034 - E -Water Service Line 07/26/2011. ZULAUF COM Comment: Piping from meter to backflow preventor to irrigation. Building will be called to inspect as well. 1034 - E -Water Service Line 09/27/2011 LAMBERTJ CMP Comment: J.Zulauf at inspection - final approved 12/7/2011 10:13:30 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 1 of 3 1INSPECTION DATE INSPECTOR ACTT, 1057 - E -Waterline Easement Recorded docs 04/25/2011 MCCONNELL COM Comment: Recorded copy of waterline easement required prior to final project approval. 1057 - E -Waterline Easement Recorded docs 10/19/2011 MCCONNELL COM Comment: Council authorized Mayor to sign waterline easement at last nights Council meeting. Easement will be taken to County for recording via City Clerks office. 1057 - E -Waterline Easement Recorded docs 10/20/2011 MCCONNELL COM Comment: Easement docs provided to City Clerks office. Will be taken to County for recording on Monday, October 24th. 1057 - E -Waterline Easement Recorded docs 10/25/2011 MCCONNELL CMP Comment: Waterline easement recorded. 1058 - E -Contractor to provide asbuilt 07/11/2011 MCCONNELL COM Comment: Asbuilt to include revision to parking lot curbing as approved per Revision 2. 1058 - E -Contractor to provide asbuilt 10/04/2011 MCCONNELL CMP Comment: Asbuilt received. 1075 - E -Trash Enclosure 09/29/2011 LAMBERTJ CMP Comment: Per Steve Fisher - Trash Collection areas are good to go. 1076 - E -Cross Connection Final 09/08/2011 MCMURPHY COM Comment: Backflow test reports received. 1076 - E -Cross Connection Final 09/27/2011 MCMURPHY CMP Comment: OK to final 1077 - E -Engineering Final 09/27/2011 LAMBERTJ COR Comment: J.Zulauf at inspection - Need to obtain easements and asbuilts - also need approval from Steve that the trash enclosures are ok - once above has been recieved final approval can be granted. 1077 - E -Engineering Final 10/04/2011 MCCONNELL COM Comment: Asbuilt received. 1077 - E -Engineering Final L 10/31/2011 MCCONNELL CMP Comment: Waterline easement recorded. 1101 - B-Preconstruction meeting 05/13/2011 STEINIKE CMP Comment: 1108 - B -Footings 05/24/2011 LAWLER PAR Comment: PI-CDF excavation approved along gridline 3 1108 - B -Footings 06/15/2011 STEINIKE PAR Comment: Pad in center approved. 1108 - B -Footings 06/22/2011 STEINIKE CMP Comment: 1110 - B -Foundation Wall 06/29/2011 STEINIKE CMP Comment: 1112 - B -Foundation Drainage 06/16/2011 STEINIKE PAR Comment: Inside only! 12/7/2011 10:13:30 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771.-0220 Page 2 of 3 INSPECTION DATE INSPECTOR ACTION, 1112 - B -Foundation Drainage 06/27/2011 LAWLER CMP Comment: Approval pending geotech okay 1118 - B -Slab Insulation 06/27/2011 LAWLER CMP Comment: 1120 - B -Plumb Ground Work 07/27/2011 STEINIKE CMP Comment: 1122 - B -slab reinforcing 07/07/2011 LAWLER CMP Comment: podium 1133 - B -Roof Sheathing 07/18/2011 STEINIKE PAR Comment: Placement of trusses. 1133 - B -Roof Sheathing 07/22/2011 STEINIKE CMP Comment: 1142 - B -Framing 08/16/2011 STEINIKE COR Comment: Gave correction notice. 1142 - B -Framing 08/18/2011 STEINIKE CMP Comment: Received letter from engineer. 1146 - B-Insulation/Energy 08/22/2011 BJORBACK CMP Comment: 1150 - B-Sheetrock Nail 08/26/2011 LAWLER CMP Comment: 1158 - B -Building Final 09/19/2011 STEINIKE PAR Comment: Walk through. 1158 - B -Building Final 10/18/2011 LAWLER CMP Comment: okay to final after enginnering approval 1955 - F -Extinguishers 10/13/2011 SMITHM. CMP Comment: APPROVED 1980 - F -Addressing Visibility 10/13/2011 SMITHM CMP Comment: APPROVED 1985 - F -Fire Final 10/13/2011 SMITHM CMP Comment: APPROVED 2000 - P -Planning Final 09/28/2011 CLUGSTON CMP Comment: The landscaping and exterior treatments match the approved plans. 3000 - B -Masonry Walls 07/08/2011 STEINIKE PAR Comment: Partial at rear. 3000 - B -Masonry Walls 07/18/2011 STEINIKE CMP Comment: 12/7/2011 10:13:30 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 3 of 3 Structural Technology Consultants Woman Owned I Certified Small Business Providing Practical Solutions Wednesday, July 20, 2011 Tracie Skiles BERRY NEON SIGN SYSTEMS 7400 Hardeson Road Everett, WA 98203 Re: Didc's Drive Inn 21910 Hwy 99, Edmond, WA STC Project: 1384-41 Dear Ms. Tracie Skiles, MICROFILM Per your request, STC has evaluated the use of an alternate footing size of 4'-0" x 4'-0" x 8'-6" depth. After analyzing the alternate footing design we concluded this footing size is adequate for the 25'-0" tall sign. Please contact STC if you have any questions. Regards, Duane J. Gee, E. �OSEp� cZ � m 46286 Q A90,,, 9FGISTEP�� '9s/01VA L ENS' RECEIVED JUL 2 0 2011 BUILDING DEPARTMENT CITY OF EDMONDS 7827 Convoy Court, Suite 406 1 San Diego, California 92111 (858) 278-2400 1 (800) 681-8106 1 FAX (858) 278-2424 1 signengineer@stcsd.com I www.signengineer.com ';ee4miw--)4ow I ixar4o &59's r 9 rrASWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION August 17`s, 2011 Ken Frazier General Manager Dicks Drive In 4426 2nd Ave. NE Seattle, WA 98105-6191 ken a,ddir.com Dear Ken; RE: Dick's Drive In -Edmonds, WA Structural Observation We present an overview of structural observation of the Dick's Drive In building in Edmonds, WA. Structural observation, as requested, has been performed on this building. We visually observed the structural systems for general conformance to the approved plans and specifications. This observation does not include or waive inspections as required in Chapter 17 of the IBC 2009. To the best of our knowledge, the work observed was in general conformance with the structural portions of the contract documents, including structural revision sheets and details. In our structural observation, selected portions of the work were reviewed closely. Such review procedures were conducted in accordance with commonly accepted standards of practice. Specifically for this project, site visits were made at the beginning and end of the construction phase at your request and revision sketches were provided where modifications were made. The building official understands that the results observed were inferred to exist in other similar areas of the building not reviewed. The building official also recognizes that structural review is a technique employed to minimize the risk of problems arising during construction. Structural observation by the design professional does not constitute warranty or guarantee of any type. In all cases, the contractor shall retain responsibility for the quality of the work and for the adherence to the approved plans and specifications. Sincerely, SWENSON SAY FAGET, INC. A Structural Engineering Corporation 1�17 Blaze Bresko, PE, SE Principal 2124 3rd Ave Suite 100 Seattle, WA 98121 ph:( 206) 443-6212 fax:( 206) 443-4870 www.swensonsayfaget.com D EDk :° CITY OF EDMONDS 121 5'h Avenue North • Edmonds, WA 98020 Phone: 425.771.0220 • Fax: 425.771.0221 • Web: www.ci.edmonds.wa.us i„.C. 1%9" DEVELOPMENT SERVICES DEPARTMENT: PLANNING DIVISION ADMINISTRATIVE DESIGN REVIEW M_ on P1� - STAFF DECISION - BLD -2011-0226 Project Proposal Dick's Drive -In has submitted an application for a wall sign and a pole sign at their 21910 Highway 99 location. The subject location is interior to the larger Top Foods site and was created by short plat in 2002 (PLN -2002-0219). The Comprehensive Plan designates the site as Corridor Development with overlays including Highway 99 Corridor, Medical/Highway 99 Activity Center, and North Highway 99 Hi -rise node. The site is zoned CG2 — General Commercial. Property Owner Briar Development Company 2211 Rimland Drive Bellingham, WA 98226 Design Review Process Applicant Dick's Drive -Ins, Ltd, L.P 4426 Second Ave. NE Seattle, WA 98105 Contact Berry Neon Sign 7400 Hardeson Road Everett, WA 98203 Design review for signs is considered a Type I decision subject to the requirements of ECDC 20.01.003. The design standards in the sign code (Chapter 20.60 ECDC) and those general urban design standards in the Comprehensive Plan apply. Analysis 1. Design Standards. The proposed signage satisfies the intent of the following goals and policies from the Comprehensive Plan and the design standards in ECDC 20.60: a. Comprehensive Plan goals and policies for the Medical/Highway 99 Activity Center and Highway 99 Corridor are located on pages 61 — 67 and are intended to encourage the development of high quality, well-designed projects that reflect the values of the citizens of Edmonds. The associated general urban design objectives are located on pages 92 — 98. b. "Provide adequate lighting for signage panels. " (page 95) c. "Protect the streetscape from becoming cluttered. " (page 96) d. "Minimize distraction from the overuse of advertisement elements. " (page 96) e. "Provide clear signage for each distinct property. " (page 96) f. "Use graphics/symbols to reduce the need to have large letters. " (page 96) g. "Minimize potential for view blockage. " (page 96) h. "Signs should be related to the circulation element serving the establishment. " (page 96) i. "Landscaping should be used in conjunction with pole signs for safety as well as appearance. " Page 96). j. "Where multiple businesses operate from a central location, tenants should be encouraged to coordinate signing to avoid the proliferation of signs, each competing with the others. " (page 96) Page I of 3 File No. BLD -2011-0226 Dick's Drive -In signs 2. Si e. Both wall and pole (freestanding) signs are permitted types in the SR -99 (Highway 99) area according to ECDC 20.60.020.L. Internal illumination is permitted as well but according to ECDC 20.60.020.H, no commercial sign shall be illuminated after 11:00 p.m. unless the commercial enterprise is open for business and then may remain on only as long as the enterprise is open. 3. Number of signs. According to ECDC 20.60.025.A.4, a maximum of three commercial signs may be installed at the subject location, excluding window signs. The two proposed signs will be the only signage for the tenant at this time. Sign size. According to ECDC 20.60.025.A.2, the maximum total permanent sign area for uses in the CG2 zone is one square foot of sign area for each lineal foot of building frontage along a public street up to 200 square feet. The Dick's parcel is internal to the Top Foods lot and does not actually front onto Highway 99. The Top Food parcel has in excess of 500 lineal feet of frontage on Highway 99. At the same time, the eastern boundary of the Dicks' lot is roughly parallel to Highway 99 and is slightly over 200 feet long. As a result, the 200 square foot maximum amount will be used for the Dick's site. According to ECDC 20.60.030.A, the maximum area for a wall sign in the CG zone is 1 square foot per lineal foot of attached wall. The front wall of the restaurant is 84 feet wide as viewed from the street. The wall sign is proposed to be 61.6 square feet, which satisfies the maximum area and specific wall sign area requirements of the code. According to ECDC 20.60.045.C, the maximum area for a freestanding (pole) sign in the CG zone is 56 square feet or one-half square foot of sign area for each lineal foot of street frontage, whichever is greater, up to a maximum of 160 square feet. As mentioned above, the Dick's site is internal to the larger Top Foods site, which has in excess of 500 lineal feet of frontage on Highway 99. Since only one freestanding sign may be located per frontage and Dick's will be using a freestanding sign while Top Foods does not have one on their eastern frontage on Highway 99, Dick's is allowed the maximum 160 square feet for their pole sign. As proposed, the pole sign is approximately 119.8 square feet. Both proposed signs total 181.4 square feet, leaving 18.6 square feet available for future complying signage. 5. Sign height and location. According to ECDC 20.60.030.B, the maximum height for a wall sign in the CG2 zone is 14 feet or the height of the face of the building on which the sign is located. The proposed wall sign will be located on the wall screening the rooftop equipment, the top of which will be approximately 21 feet. As proposed, the proposed wall sign satisfies the height requirement. According to ECDC 20.60.045.D, the maximum height for a freestanding in the CG2 zone is 25 feet. The proposed sign will be 25 feet tall including a 6 inch exposed concrete footing and a 24.5 foot pole sign. 6. Colors. The.signage will consist of traditional Dick's colors including red neon, orange, black, yellow and white. 7. Landscaping. According to ECDC 20.60.045.G, freestanding signs like pole signs shall have a landscaped area twice the size of the sign area at the base of the sign and that area shall be protected from vehicles by curbing. The proposed 119.8 square foot pole sign satisfies this code requirement since it is to be landscaped at the base with approximately 250 square feet of landscaping which is surrounded by curbing. Page 2 of 3 Decision File No. BLD -2011-0226 Dick's Drive -In signs Based on the facts and conclusions of this report, staff finds that the design review for this project (File No. BLD -2011-0226) is APPROVED, with the following condition: 1. Internal illumination is permitted as well but according to ECDC 20.60.020.1-1, no commercial sign shall be illuminated after 11:00 p.m. unless the commercial enterprise is open for business and then may remain on only as long as the enterprise is open. I have reviewed the application for coTTJiance with the Edmonds Community Development Code. qI/"( Clugston, PlaAing Division Appeals: Design review decisions by staff are only appealable to the extent that the applicable building permit or development approval is an appealable decision under the provisions of the ECDC. Design review by staff is not in itself an appealable decision. Page 3 of 3 0 • SPECIAL; INSPECTION AND TESTING AGREEMENT Permit #: 2011-0095 Project: Dick's Drive-in Ssi� 18gQ Prlop to issitaitee of a perinit, this form ittost Ge Completed tit its entirety and refurned to the City for approval: The completed forin. ntrist have slgiiatujvse of acknowledgment by till.parttes. DITTIES AND RE, SPONSMI'LMES Sneeial Inspection Firm and Sneclal Inspectors-: The Special Inspection firm of Will perform special inspection foe the following types of work(separate forums must be submitted if mote than one firm is to be employed): p Reinforced Concrete. ❑ Boltiipg ift Concrete: ❑ Prestressed Concrete D Shoterete ❑ Structural Masonry' ❑ Structural Steel/Welding ❑ High Strength Bolting ❑ Spray, applied Fireproofing ❑ Sinoko Cortwol Systeins 0 Lateral Wood ❑ Structural Observation AQ ading/soils ❑ Other ❑ Other MICROFILM All individual. inspectors to be eniployedon this pfaj ect Will. be WABO certified for the type of work they are to .inspect, If inspection is for Work that is not covered by the WAW categories, ox the inspector is not WABO certified, a detailed resume of the inspector and firm must be submitted, The resume. must show that the inspector and tie firm are qualified by education and experience to perform the:work and testing required by the -project design and specifications. "The work shall be inspected for conformance with the plans and specifications approved by the City, Revisions -and addenda sheets will not be used for inspection, unless :they have been approved by'the City. Inspection records shall.inelude: • A dailya ecord to be maintained on, site, itemizing the inspections performed. Any.nonaonforrhing wof1c. :shall be brought to the immediate attention of'the mitrutor fo . resolution, • A :weekly report shall be submitted "to the City; detailing the inspections and testing performed, listing any nonconforming work and resolution of nonconforming items. 4. !k final Deport shall be submitted to the building department priot to the Certificate of Occupancy being issued, This report will indicate that inspection and testing was cornplefed. in conformance with the approved plans, specifications and approved revisions or addenda. Any unresolved :discrepancies must be detailed in the final report. RECEIVED Q.Toaumunts anal settingsW. orback0gsktop\Special inspeetlon Dick's Struc.dor,YW2611 MAY — 9 2011 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS Confrjecort The contractor shell provide the special inspector or agency adequate no0onflon of work requiring inspection, The City approved plan and specifications must be made available, at the jobsite for the use of the special inspector and the City inspector. The contractor shall maintain all daily inspection reports, on site, for review by all parties. The special inspection functions arc considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approval is given by the City inspector. Building penartMgptl The building department shall review any revisions and addenda. The City inspector will monitor the special inspection funodons for compliance with the agreement and the approved plans. The City inspector shall be responsible for approving various stages of construction to be covered and for work to proceed. Realm PMIMIonals: The architect and/or engineer will clearly indicate on the plana and specifications the speoitie types of special Inspection required. and shall include a schedule for inspection and testing. The architect and/or engineer will coordinate their revision and addenda process'in such a way as to insure that all required City approvals are obtained, prior to work shown on the ravisions being performed in the field. Qum The project owner, or the arohitect or engineer acting as the owners agent, shall employ the special inspector or agency. 4 ORCEMEINT A failure of the special inspector or firm to perform in keeping with the requirements of the IDC, the approved plans and this document, may void this agreement and the Building Official's approval of the special inspector, In such a case a new special inspector and(or fum would need to be proposed for approval. A thilure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project until nonconforming items have been resolved. ACKNOWLEDGMENTS I have read and agree to comply with the terms and conditions of this a Owner:Signature Contractor: 45 ri ArchAEng;Pi 1 % t- k A L.L 5 E. A) _ slgna � �aGk AASw T Special ACCEPTED FOR By; C:pOMmobis and 8o1aayAbJotsaok\Dcsk1ap\spealn1 tnMaten plaid, srtue.dw3n412011 Date1 � �o j Date: 5 ` 12011 Date: VZ AALA I I About GEOTECH CONSULTANTS, INC. Geotech Consultants, Inc. is a professional consulting firm specializing in geotechnical engineering, soil . mechanics, foundation engineering, and environmental investigations and remediation. Established in 1986, our firm has built a notable reputation by providing competent engineering and environmental services on time and within a reasonable budget. Our professional personnel have extensive experience In geology and engineering, with several having more than 25 years experience. Geotech's staff consists of geotechnical and civil engineers, geologists, and environmental engineers. Much experience has been gained through the more than 10,000 projects the company has completed. Many of our staff members have a wide range of experience gained from previous positions held in other firms. Our engineers are registered in the states of Oregon and Washington. The scope of our practice includes the following areas: 1) Geotechnical engineering applied to foundation, retaining wall, shoring, and pavement design. Feasibility studies for planned developments, including residences, apartment buildings, schools, multistory office buildings, public facilities, warehouses, and commercial structures. 2) Environmental assessments, performed to ASTM standards, to satisfy requirements of the Superfund Amendment and Reauthorization Act (SARA) in property transactions. 3) Geologic studies for roadways, landfills, slopes, landslides, foundations, bridges, tunnels, and more. 4) Geotechnical and environmental reconnaissance of property prior to purchase. 5) Groundwater and soil contamination studies, site cleanup and remediation, and coordination with regulatory agencies. 6) EPA -certified asbestos building inspection, asbestos sampling and testing, and asbestos management planning. 7) Engineering observation and testing services during foundation construction and earthwork. Density testing of . engineering materials, including soil and asphaltic concrete. Daily, or on-call, inspections available during construction. 8) Expert legal testimony in environmental and engineering disciplines. We are small enough to respond quickly and personally to each project, and large enough to be comprehensive in our knowledge and coordinate the environmental and geotechnical work involved in planning for a complete development project. We would appreciate the opportunity to demonstrate our expertise on your next project. GEOTECH CONSULTANTS, INC. PRINCIPAL D. ROBERT WARD, P.E. Geotechnical Engineer EDUCATION University of Washington M.S. in Geotechnical Engineering REGISTRATION Professional Civil Engineer - Washington PROFESSIONAL SUMMARY Montana State University B.S. in Civil Engineering Geotech Consultants, Inc. - Bellevue, Washington 03/87 to present. Geotechnical Engineer — Principal since 1996 Altinay and Associates Inc. - Seattle, Washington 10/86 to 03/87. Assistant Engineer Sanderson/Stewart/Gaston. Engineering Inc. - Bozeman, Montana 06/85 to 09/86. Materials Technician and Inspector REPRESENTATIVE EXPERIENCE Mr. Ward has been with Geotech Consultants, Inc. for over 24 years; starting. as a technician and is now a principal. He has been involved in numerous design and construction projects at Geotech Consultants in the Puget Sound region ranging from single-family residences to multifamily developments to office and commercial buildings. He has performed preconstruction studies on a wide variety of projects and engaged in site inspections and project management during construction. In addition, Mr. Ward has provided hands-on consultation on projects where geotechnical problems have arisen. His professional design experience includes all aspects of geotechnical engineering, such as large earthwork projects, shallow and deep foundations; preload fills to induce preconsolidation of soft soils; roadways over soft soils; conventional and geotextile- reinforced retaining structures; dewatering and underslab drainage systems; slope stability analysis, and slide repair features including buttresses, soldier -pile walls, and crib walls. As Mr. Ward's work experience increased throughout his career, so has his direct interfacing with clients, design teams, and municipality personnel. He is highly personable and respectful of the needs and concerns of all personnel involved in projects. Mr. Ward believes that computers may solve analytical problems, but personal and direct contact with people still is the most important part of the job. Mr. Ward has extensive, hands-on field experience on projects from Bellingham to Olympia, ranging from houses to apartments to office complexes to utility district projects. He has worked in large forested areas to high density urban areas. Mr. Ward has seen nearly every soil type and condition the Puget Sound has to offer. GEOTECH CONSULTANTS, INC. • GEOTECH CONSULTANTS, INC. 13256 NB 20th Street, Suite 16 Bellevue, WA 98005 425-747-5618 FAX 425-747-8561 JOB LOCATION GENERAL CONTRACTOR GENERAL CO TRACTOR'SSU RINTENDENT ,Sc! J� Ks' �> GRADING CONTRACTOR GRADING SUPERINTENDENT • DAILY FIELD REPORT TRAVEL/PREP TIME JOB NUMBER TIME ON SITE L•o0 DATE % _ ttI_ll TIME OFF SITE DAY OF WEEK _ HOURS CHARGED Z I I? WEATHER o' L� CLIENT/OWNER � /cK5 ,Q✓L�,JI? �rN—� MILES PERMIT NUMBER 3 O ZOiI oQ�.�• VISITORS PAGE OF 1 1 O? %--'E AS— oit�.S rVL Afit;,C.l ac >_ xt Ss7 _%''I.k`�.tr i ,� ray-- CI -D INru�J 5._l tT,S,✓��, a l f'6576� '� Tl-�15 7iv LdC tis • y4'el llft fE' �-� ,�-� i,e�. a ✓�StfL J Th/J 15 OG > Al5 p 1k--C1c— PIECES NEXT SITE VISIT: COPY TO:SIGNATURE: oo- DAILY FIELD REPORT GE O T E C H TRAVEUPREP TIME JOB NUMBER CONSULTANTS, INC. (. n TIME ON SITE DAT 13256 NE 20th Street, Suite 16 TIME OFF SITE DAY OF WEEK Bellevue, WA 98005 7 0 A oA10A y 425-747-5618 FAX 425-747-8561 HOURS CHARGED WEATHER . o U6U— t� JOB LOCATION Q CLIENT/OWNER 220 -r1 F S"(� S w t 1 1 I a4 GENERAL CONTRACTOR GENERAL CONTRACTOR'S SUPERINTENDENT MILES PERMIT NUMBER su i�c tae 3 3 - pomotios GRADING CONTRACTOR GRADING SUPERINTENDENT VISITORS PAGE I OF I 0 ►� TO 03 EQ oo d MM . W � I 4 rr9w qi 1 UoE no 035&AL4' DND roo1),JPRAr�J S r w GEOTECH CONSULTANTS, INC. 13256 NE 20th Street, Suite 16 Bellevue, WA 98005 425-747-5618 FAX 425-747-8561 JOB LOCATION GENERAL CONTRACTOR GENERAL ONTRACTOR'S SUPERINTENDENT SL f \ GRADING CONTRACTOR GRADING SUPERINTENDENT • DAILY FIELD REPORT TRAVEL/PREP TIME JOB NUMBER ko 4(0�b TIME ON SITE DATE 1 6 &2 l TIME OFF SITE DAY OF WEEA HOURS CHARGED 2-0(AMC- WEATH R CLIENT/OWNER 1 ✓� MILES T PERMIT NUMBER VISITORS PAGE t OF 1 NEXT SITE VISIT COPY TO: � /I-- / 14'i SIGNAT E: R'� ✓ {'J DAILY FIELD REPORT GE O T E C H TRAVEL/PREP TIME JOB NUMBER CONSULTANTS, INC. 1, n r110(110 bd SIT 1-0 tit r CONVI 1 A 0 F U --0 '—•t3 TIME ON SITE DATE M A fIVADIAC , L... TIME OFF SITE DAY OF W EK 13256 NE 20th Street, Suite 16 Bellevue, WA 98005 ` 1 TO y My HOURS CHARGE 2.0 �nr WEATHER G JL - 425-747-5618 FAX 425-747-8561 JOB LOCATION CLIENT/womOWNER u,. —r ie— GENERAL CONTRACT R 5G1aUl -� GENERAL CONTRACTOR'S SUPERINTENDENT MILES 3 PERMIT NUMBER 0 7,01 0 - 0totJ GRADING CONTRACTOR GRADING SUPERINTENDENT VISITORS PAGE P OF bd SIT 1-0 tit r CONVI 1 A 0 F U --0 '—•t3 64199 o -' i Si1Z L-,vM ,.. d , o '' 614cof 111 M A fIVADIAC , L... t, �+�n�c�Lr' U�nlutr�Z.i2,,try TA)co ON 055 Wh'� 1 MIA '_//1 ! 0 l ` Q - DAILY FIELD REPORT GE O T E C H TRAVEUPREP TIME JOB INUMBER CONSULTANTS, INC. TIME ON SITE DAT 17,no c... CD 7-1 '13256 NE 20th Street, Suite 16 TIME OFF SITE DA OF EK Bellevue, WA 98005 425-747-5618 FAX 425-747-8561 HOURS CHARGED WEATHER u APrJ JOB LOCATION { CLIENT/0 ER S(t6 10S I% t�IJ GENERAL CONTRACTOR GENERAL C NTRACTOR'S SUPERINTENDENT MILES PERT NUMBER 103010015 - PAVE GRADING CONTRACTOR GRADING SUPERINTENDENT I VISITORS PAGE i OF 1 ► 1 i / �L .� . f _� r ME Y oil ,f ' 'low . '� �._� GEOTECH CONSULTANTS, INC 13256 NE 20th Street, Suite 16 Bellevue, WA 98005 425-747-5618 FAX 425-747-8561 LOCATION 0 DAILY FIELD REPORT TRAVEL/PREP TIME JOB NUMBER TIME ON SITE DATE 3., q5 PAA 9 TIME OFF SITE DAY & WEEk AbMA HOURS CHARGED WEATHER IGENECRA�I gal AtbrR I GENERAL CONTRACTOR'S SUPERINTENDENT I MILES�� PERMIT g01 10Oq 5 E19W1Di1U� GRADING CONTRACTOR I GRADING SUPERINTENDENT VISITORS I PAGE , OF M ME- d b i Foot 2 COPY TO: J %ambafoL &.W 00 05OZAD06 ., WA& Q- o j& �A To ti 352 , S t ih I p IcH t S AA4YI m-iaw 2- 7S' A&D yr n C ro n,,j 6 r92 T gc— S) --o IWV(R r- 'TWE 1W A L' ha^- 6 � � 6 veL- F(ACCE1 ad b orJSy 0- 0 iJ rD2_ _ �;��tl�l.Y,l�c� 10011 lis rJ �'L rtt.P , �2- � TO /1 n� zzz NEXT SITE VISIT: 1 LL WILL r lM COPY TO: J I SIONATUR OEOTECH CONSULTANTS, INC. 13256 NE 20th Street, Suite 16 Bellevue, WA 98005 425-747-5618 FAX 425-747-8561 JOB LOCATION 44 i 110 DAILY FIELD REPORT TRAVEL]PREP TIME JOB NUMBER 0 TIME ON SITE DATE TIME OFF SITE DAY 09 WEEK Z, o 0 2 17k/ HOURS CHARGED WEATHER GENERAL CONTRACTOR GENERAL C NTRACTOR-S SUPERINTENDENT MILES1 PERMIT NUMBER GRADING CONTRACTOR GRADING SUPERINTENDENT VISITORS 1 PAGE OF NEXT SITE VISIT: S Moo COPY TO: SIGNAT ^ 50 • OEOTECH CONSULTANTS, INC. CITY OF EDMONDS Department of Planning and Development 121 5th Avenue North -2nd Floor Edmonds, Washington 98020 E RECEIVED SEP it 3 M1, 13256 Northeast 20th Street, Suite 16 Bellevue, Washington 98005 (425) 747-5618 FAX (425) 747-8561 September 8, 2011 JN 11016 via email mcconnell@ci. edmonds. wa. us Subject: Final Letter - Geotechnical Engineering'Observations Dick's Drive -In 220th SW & Highway 99 Edmo�,ds' Washi gton Permit No. 2011-0095 M CROFU To whom it may concern: Geotech Consultants, Inc. provided geotechnical engineering observation and testing services during the earthwork and foundation construction for the new Dick's Drive in on the corner of 220th Southwest and State Highway 99 in Edmonds. Our work began on May 13, 2011 and was completed on July 14, 2011. The scope of our work, as outlined in the Special Inspection and Testing Agreement from the City of Edmonds dated May 6, 2011, included the following: Grading/soils On May 13, 2011 we attended a pre -construction meeting with the City of Edmonds, the general contractor, select subcontractors and consultants in attendance. The required inspections were discussed. Between June 6 and July 14, 2011, we observed the excavations and subgrade preparation of the building foundations and slab -on -grade. We found that the footing subgrade was suitable for the design bearing capacity of 4,000 psf. The slab subgrade was also found to be in adequate condii.ion. Additionally, during this time we made periodic site visits to observe the placement of fill material in the utility service trenches. Specifically, the backfill placed and compacted in the water and sanitary sewer service trenches were observed. Density testing of the compacted backfill indicated that compaction of 95 percent or greater was achieved in accordance with ASTM Test Designation D-1557 (modified proctor). On June 27, 2011 we observed the installation of the foundation drain system. We also observed the adequacy of the subgrade beneath the area to be re -paved. To the best of our knowledge, the work which we observed, in accordance with the scope of our services, was generally performed in conformance with our recommendations and the approved plans. LJ City of Edmonds - Final Letter September 8, 2011 A 11016 Page 2 Field memos and letters regarding our observations have been transmitted to the City of Edmonds with previous correspondence. If there are any questions, or if we can be of further service, please contact us. Respectfully submitted, GEOTECH CONSULTANTS, INC. cc: Dick's Drive In—Ken Frazier via email: ken(�ddir.com Shuchart Corporation—Gabe Stephens via email: GabeS@schuchart.com DRW: jyb D. Robert Ward, P.E. Principal GEOTECH CONSULTANTS, INC. ) SPECIAL WSPECTXON AND TESTING AGREEMENT :�t. a• Permit #:._ 2011-0095 Project: Dick's Dt ive-in Prior to issrrarrce of a pet•arit, this forvr oinst be completed in Its eutbe(y aad returned to the Clty far approtlaf The completed faint musrhave stguatmvirofecknotpledgrrreut b), all parties. DIITiESAND RESPONSIBIU7IES .Sixclal LW-Mtlua plrtrt god Special h sneclors: 'Ihc Spctc:ial lnspuciitm firm ut tAcwveh Te444,t4 E ' A`e-et r 3 _ will per form special inspection Ear the following type -a of o k (selmrate form's moa ffc subilikied if more than one litm is to be, et» ptoye:d): Pf Reinforced concrete 173 Spmy applied Phepmoling OK Bolting in Quicrcte 13 Prenireawd Concrete 0 Sholerete )if Structural Masomy . j� Snuctural Stecl/Welding I ligh Strength Bolting 0 Smoke Control Systems U later at Wood A 5ttuctural Observation Grading/soils U Otho EJ Other All individual inspectois to be employed on this project will he WABO certified for the type of work they are to inspect if inspection is for work that is not coveted by the WABO categories, ut the inspector is am WABO cettificd, a detailed'tesume at the inspector and firm must be submitted. The nxume must show that the inspector and the titin are qualified by education and experience to perform the work and testing requited by the project design and specifications, the work shall be inspected for confutmance-with the plans and specifications approved by dtc City. Revisions and addenda sheers wi II not be uwd fi m"hispection, unless they have been approved by the City. Inspectton ,r ecords dhalVinclude:. r 8 • A daily record to be maintained on site, itemizing the inspections perlbrnied Any nonconforming Wolk shall be brought to die immediate attention of the contractor for resolution. • A weekly report shall be submitted to the City: detailing the inspections and testing petfwmcd, listing any nonconforming work and renolution of nonconforming items • A finul report shall be submitted to the building department prior to the Certificate of Occupancy being issued. 'This n:port will indicate that inspection and testing was completed in conformance with the nppruved plans, sTe:citications and approved revisions or addenda, Any unresolved disciepanctes nuisr be detailed in the final tuport Cibwuntenrs mW Scurnt rJ4urbeeekV)c ktapw)icerai wrXV001e M*k s b'tmc doe V 14411 RECEIVED MAY 9 2011 DEVELOPMENT0EDMONDSS CTR - CITY on etor: • The contractor shall provide the special inspector or agency adequate notification of work requiring inspection, The City approved plan and specifications must be mads available, at tine jobsite for the use of the special inspector and the City inspector The contractor shall maintain all daily inspection reports, on site, to, review by all patties The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approval is given by the City inspector. Bu__ ildfng p a �mr ent: The bmIding department shall review any revisions and addenda. Iho City inspector will moaitor the special inspection functioms fat wmpliance with the ag,=lnent and the approved plans The City inspector shall be responsible for approving various stages of construction to be covered and for work to proceed Desfa,t Yrofessloaals: The archltcat and/or engineer will elemiy indicate on the plans and specifications the specific types orspecis) inspection required. and shall include a schedule for Inspection and testing. Ibe architect andfor engineer will coordinate their revision and addenda prooess in such a way as to insure that all required City approvals arc obtained, prior to work shown on the revisions being performed in the field. Owners The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency ENFORCEMENI A failure of the almiat inspector of firm to perform in keeping with the regWrememts of the IBC, the approved plans and this document, may void this a9meamt and the Building Official's approval of the special inspector In such a case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/of consttuotion parties to perfoim in accordance with this agreement may result in a STOP WORK notice being posted on the project until noncor fotming items have been resolved I have read and agree to comply with the ACKNOWLEDGMENTS toeims and eondit�ms of this a Owner. `�ture .�V _ _ Date 7 z T Zo contrscl �: Gin �Crlt'1L�r si_ _ `' 'Zoe: Arch lPrtg: L jG L,L E AJ Signature Date: ILS A442 2 11 Special lr►spAWA�-- ACCEPTED FOR THE CYl Y OF EDMONDS BURUIIYG DEPT —_Date: S ('-inocummts and Utiorlblaback'DcktapWrccWEon Uick'c Snc&an4l2ol t • 0 • r rrASWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION August 17`h, 2011 Ken Frazier General Manager Dicks Drive In 4426 2nd Ave. NE Seattle, WA 98105-6191 ken@,ddir.com Dear Ken; RE: Dick's Drive In -Edmonds, WA Final Site Visit I visited the site today to observe the construction to date. At this time, it appears that 100% of all the structural framing is complete. Finishes were yet to be completed, thus allowing visual review of the structural elements. At the request of the contractor we observed locations of the plywood edge blocking where CS 16 straps occurred between grids 1 and 2, and between grids C and D. In a few locations the strap nailing has acted to "split" the 2x blocking. The splitting is likely the result of the 1" nail spacing through the CS strap. The actual required spacing is 6" on center. As a result, the demand on each block is about 17%. Because of this low demand and the long length of strap to spread out the forces, it is our opinion that the existing condition is structurally acceptable. No repair is required. All other observed structural systems appeared to be in conformance with the contract documents, including revisions sketches and RFI's. This concludes our site visit report for the Dick's Drive In in Edmonds, WA. Thank you for letting us be of service. Sincerely, SWENSON SAY FAGET, INC. A Structural Engineering Corporation V Blaze Bresko, PE, SE Principal 2124 3rd Ave Suite 100 Seattle, WA 98121 ph:( 206) 443-6212 fax:( 206) 443-4870 www.swensonsayfaget.com .0 MAYES TESTING ENGINEERS, INC. October 4, 2011 City of Edmonds 121 5th Avenue N Edmonds, WA 98020-3146 Attention: Building Department Re: Dick's Drive In Edmonds 220th and Hwy 99 Edmonds, WA Project No. L11228 L J Final Letter Permit No. 2011-0095 Seamle0lboe 20225GederValeyRoad Sine 110 LYTVD d, WA98036 ph425.7429360 fax425.745.1737 Taco=Offim 10029S.TaoornaWay Stili E2 Taooma, WA98499 ph 253584.3720 fax 253584.3707 PbrlardOfBce 7911 NE 33rd Drive Sub 190 PoAland OR97211 ph 503281.7515 f3K503281.7579 MICROFILM This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Reinforced Concrete • Proprietary Anchors • Structural Steel Fabrication • Structural Steel Erection • Structural Masonry To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust this provides you with the information that you require. Should you have any questions please call us at 425/742-9360. Sincerely, Mayes Testing Engineer, Inc. I 0 After Recording Regan Io: Eugene W.. Wong, Esq.. Lasher Holzapfel Sperry & Ebberson PLLC 601 Union Street, #2600 Seattle, WA 98101 1111111111 pill 11111111111111111111111111111111111111111111 IHI 2WI0130510 15 PGS 10/13/2011 4:35r R 00 PARKING EASEMENI AGREEMENT N-0 EXCISE TAX REQUIRED OC f 13 2011 KIRKE SIEVERS, SnahMh County Traasuw Grantors: BRIAR DEVELOPMENT COMPANY LLPglow a Washington limited liability partnership Amma HAGGEN, INC.. a Washington corporation Grantee: DICK'S DRIVE-INS, LID.., L..P., • a Washington limited paitnership Grantor's Parcel: LOT 1, CITY OF EDMONDS SHORT PLAT RECORDED UNDER AUDITOR'S FILE NO.. 200.307295008 4' Su Grantee's Parcel: LOI 2, CIIY OF EDMONDS SHORT PLAT RECORDED UNDER AUDIIOR'S FILE NO.. 200.307295008 APN Grantor's 005807-000-040-07 Parcel: APN Grantee's 005807-000-040-08 Parcel: Reference No.. N/A {06505/1321448 DOC) I PARKING EASEMENI AGREEMENT This PARKING.EASEMENT AGREEMENT (the "Agreement") is entered into effective this 10th day of October, 2011, by and between BRIAR DEVELOPMENT COMPANY LLP, a Washington limited liability partnership ("Briar"), HAGGEN, INC., a Washington corporation ("Haggen") (Briar and Haggen collectively referred to as "Grantor"), and DICK'S DRIVE-INS, LID.., L.P., a Washington limited partnership ("Grantee") (Briar, Haggen, and Grantee may hereinafter be referred to individually as a "party" or collectively as the "parties").. RECITALS A.. Briar is the owner of the property situated in Snohomish County, Washington and legally described in Exhibit "A" attached hereto and made a part hereof' (the "Grantor's Property")., B . Haggen has a leasehold interest (the "Haggen Lease") in the Grantor's Property, upon which it operates a TOP Food and Drug store.. C.. Grantee is the owner of the property situated in Snohomish County,; Washington and legally described in Exhibit "B" attached hereto and made a part hereof (the "Grantee's Property").. D.. The Grantor and Grantee are parties to that certain Reciprocal Easement Agreement dated May 17, 2011 (the "REA") and recorded under Auditor's File No. 201105170588 in the records of Snohomish County, Washington. E.. The REA provides that the Grantee may obtain from the Grantor, among other- things, therthings, an easement across portions of the Grantor's Property for the use of nineteen (19) vehicular parking stalls for the benefit of the Grantee's Property and its patrons.. F . The parties wish to reduce their agreement to writing and hereby agree as follows. FOR AND 11,; CONSIDERATION of the promises made herein, the parties, intending to be legally bound, hereby agree as follows: AGREEMENT 1.. Grant of Easement. Grantor does hereby grant and convey to Grantee and its heirs, successors, and assigns, for the benefit of the Grantee's Property: (a) an easement across the Grantor's Property for parking by patrons and others of the business conducted upon the Grantee's Property other than the employees thereof; but only to the extent of that portion of the Grantor's Property legally described and diagrammed in Exhibit "C" attached hereto and made a part hereof (the "Easement Area"); and (b) a corresponding non-exclusive easement for- pedestrian orpedestrian and vehicular ingress and egress f from and to the Easement Area across the parking {06505/T327448 DOC} 2 and driveway areas of the Grantor's Property (other than the Easement Area) as the same may fiom time to time be constructed and maintained for such use.. Notwithstanding the foregoing, Grantor shall have the right to use the Easement Area for any use not inconsistent with the purposes of this Agreement provided the Grantor does not interfere with, diminish, or unreasonably impair the Easement Area or- the Grantee's use of the Easement Area. Except for damage due to the negligence or willful misconduct of Grantee or any of its employees, agents, or invitees for- which Grantee shall be responsible for repairing, the maintenance and repair of'the Easement Area, driveways, and parking areas will be performed, and the costs therefore allocated, all in accordance with the REA.. Grantee may cause to be erected or painted, at Grantee's sole expense, signage denoting "Dick's parking OK" or the like or as otherwise specified/requir-ed by the City of Edmonds with respect to the Easement Area and to also take self-help measures to enforce the Grantee's use of the Easement Area including, without limitation, towing violating vehicles provided the on-site manager for the business conducted upon the Grantor's Property, if' any, is notified about the towing program but will not be required to be provided notice on an individual incident basis.. the intent of'the provisions of this section is to control parking abuses and repeat parking offenders and not patrons of either establishment who on occasion or inadvertently park in the wrong location. Provided, however, that if' a party has exercised its reasonable best efforts as required by this paragraph and nevertheless its permittees continue to violate this provision, such violations shall not be considered a default by said party under- this Agreement nor form the basis of a claim for damages by any other party.. I Duration.. The term of'the easements provided for under this Agreement shall be indefinite and shall continue until the earlier of`' (a) revocation by the mutual agreement of Grantor and Grantee or their heirs, successors, or assigns; or- (b) the Grantee's Property is used for something other than a fast food restaurant. Said easements are intended to and shall run with the land and the benefits and burdens of the easements herein created shall pass to the heirs, successors, and assigns of'the parties in and to their respective properties benefited and burdened by these easements.. I Miscellaneous.. This Agreement cannot be modified except by an instrument in writing signed by the parties, and contains the entire agreement of'the parties with respect to the matters set forth herein. the representations and warranties stated herein, including without limitation the obligations of Grantor to cooperate with Grantee, shall survive the termination of this Agreement. 4.. Law.. This Agreement shall be governed by, construed and enforced in accordance with the internal laws of the state of Washington, without giving effect to principles and provisions thereof'relating to conflict or choice of laws irrespective of the fact that any one of'the parties is now or may become a resident of'a different state. 5.. Compliance with Laws and Rules.. The parties shall at all times exercise their rights herein in accordance with all applicable statutes, orders, rules, and regulations of any public authority having jurisdiction or claiming jurisdiction over the subject easements.. {06505/x327448 DOC} 3 6.. Work Standards. Any work on the Easement Area shall be performed so as to minimize, to the extent that is commercially reasonable, the disruption to the other party's business operations. Any work to be performed within the Easement Area shall be in a careful and workmanlike manner, free of claims and liens.. 7.. Costs and Attorneys' Fees, Harty party shall bring any suit, arbitration, or- other - action against another for relief, declaratory or otherwise, arising out of this Agreement, the prevailing party shall have and recover against the other paity, in addition to all costs and disbursements, such sum as the court, or arbiter may determine to be reasonable attorneys' fees. 8.. Default.. a. If' a party fails to comply with any provision herein (the "Non -Performing Party"), then the other parties may, upon forty-five (45) days' prion written notice to the Non - Performing Party, proceed to cure the default (and shall have a license to do so) by the payment of money or performance of some other, action for the account of the Non -Performing Party.. the foregoing right to cure shall not be exercised if within the forty-five (45) day notice period (i) the Non -Performing Party cures the default, or (ii) if'the default is curable, but cannot reasonably be cured within that time period, the Non-Petforming Party begins to cure such default within such time period and diligently pursues such action to completion.. The forty-five (45) day notice period shall not be required if, using reasonable judgment, a party deems that an emergency exists which requires immediate attention„ In the event of such an emergency, the parties shall give whatever notice to the Non -Performing Party as is reasonable under the circumstances.. b.. Within ten (10) days of written demand (including providing copies of invoices reflecting costs) the Non -Performing Party shall reimburse the other parties for any sum reasonably expended by them to cure the default in accordance with this Agreement; together - with interest thereon, The Non -Performing Party hereby grants to the other parties non-exclusive easements ° over and under any and all parts of their respective property for all purposes reasonably necessary to enable the patties (or their agents, contractors, or subcontractors) to perform any of* the terms, provisions, covenants, or conditions of'this Agreement that the Non - Performing Party is obligated to perform but has failed to perform after notice and time to cure pursuant to this Section 8(b). C.- The unpaid amounts together with all accrued interest that the Non - Performing Party owes the other parties pursuant to this section shall constitute a lien upon the Non -Performing Party's right, title, and interest in and to the Non -Performing Party's lot to secure repayment of such amounts.. The Parties shall have the right, but not the obligation, to record its lien.. the Non -Performing Patty shall execute such instruments as the other Parties may reasonably request to permit the recordation of such lien. The Non -Performing Party hereby irrevocably designates the other Party as the Non -Performing Party's attomey-in-fact for the purpose of' recording its lien pursuant to this section.. The other Party shall have the right to foreclose such lien in the manner- provided by law.. {06505tr327448 DOC} 4 d.. In the event any party shall institute any action or proceeding against another- party -relating to the provisions of this Agreement, or if any default hereunder•, or- to collect any amounts owing hereunder, or ff an arbitration proceeding is commenced by agreement of the parties to any dispute, the unsuccessful litigant in such action or proceeding shall reimburse the successful litigant therein for costs and expenses incurred by the successful litigant in connection with such action or proceeding and any appeals therefrom, including attorneys' fees and court costs.. e.. All remedies are cumulative and.shall be deemed additional to any and all other remedies to which the parties may be entitled in law or in equity.. The parties shall also have the right to restrain by injunction any violation or- threatened violation by a party of any of the terms, covenants, or, conditions of this Agreement, or- to obtain a decree to compel performance of any such terms, covenants, or conditions, it being agreed that the remedy at law for a breach of any such term, covenant, or condition (except those, if any, requiring the payment of a liquidated sum) is not adequate. 9. Liens.. Grantee shall not allow any mechanics, laborers, materialmen's, or any other- lien of any type or- nature whatsoever- to be placed against the Easement Area arising out of any activity on the Grantee's Property by Grantee or its agents or employees.. If any lien is placed against the Easement Area as a result of or- incident to any such activity of Grantee, the party of Grantee causing the lien shall within thirty (30) days following receipt of notice from Grantor- thereof'- (i) cause the same to be released and discharged of record; or (ii) at Grantee's cost, cause a title insurance company, reasonably acceptable to Grantor, to issue insurance to Grantor and any lender- designated by Grantor insuring over such lien, whether pursuant to deposit or- bond.. 10. Recitals and Invalidation.. The recitals set forth at the beginning of this Agreement are incorporated herein as if fully set forth in this Agreement.. If any provision of this Agreement is held to be invalid by any court, the invalidity of such provision shall not affect the validity ofthe remaining provisions. 11.. Documents.. Each party to this Agreement shall perform any and all acts and execute and deliver any and all documents as may be necessary and proper under the circumstances in order to accomplish the intents and purposes of this Agreement and to carry out its provisions. In the event of any conflict between Sections 1 or 2 of this Agreement and the REA, this Agreement shall control, Otherwise, the REA shall control. 12. Modifications and Amendments. Ihis Agreement may not be modified in any respect whatsoever or- rescinded, in whole or- in part, except by written instrument duly executed and acknowledged by all of the parties. 13. Grantee's Opportunity to Cure.. Notwithstanding anything in this Agreement or- otherwise rotherwise to the contrary and upon the occurrence of a default under this Agreement by Grantee, the Grantee shall be entitled to thirty (30) business days (or more as reasonably necessary provided Grantee promptly initiates the cure within the initial 30 -day period) to cure the default following receipt of Grantor's notice of the default.. {06505/x327448 DOC} 5 14. No Mex er.. It is the express intent of the parties to this Agreement that the easements and covenants granted hereunder shall not merge with the fee interest in the Grantor's Property or the Grantee's Property. 15.. Binding Effect. the terms of this Agreement and all easements granted hereunder- shall ereundershall constitute covenants running with the land and shall inure to the benefit of and be binding upon the signatories hereto and their, respective successors and assigns who become parties hereunder,. Haggen shall remain a party until such time as the Haggen Lease is terminated or- otherwise rotherwise expires by its terms or- Haggen is otherwise released fiom its obligations thereunder.. This Agreement is not intended to supersede, modify, amend, or otherwise change the provisions of any prior' instrument affecting the land burdened hereby. 16.. Singular and Plural.. Whenever required by the context of this Agreement, the singular shall include the plural, and vice versa, and the masculine shall include the feminine and neuter genders, and vice versa. 17. Counterparts and Signature Pages. Ihis Agreement may be executed in several counterparts, each of which shall be deemed an original. The signatures to this Agreement may be executed and notarized on separate pages, and when attached to this Agreement shall constitute one complete document.. 18.. Negation of'Partnershin. None of the terms or provisions of this Agreement shall be deemed to create a partnership between or among the parties in their respective businesses or otherwise, nor- shall it cause them to be considered joint venturers or members of any joint enterprise.. Each party shall be considered a separate owner, and no party shall have the right to act as an agent for another- party, unless expressly authorized to do so herein or by separate ,%mitten instrument signed by the party to be charged. 19. Not a Public Dedication. Nothing herein contained shall be deemed to be a gift or- dedication rdedication of any of the other lot or a portion thereof to the general public, or for any public use or purpose whatsoever. Except as herein specifically provided, no right, privileges or immunities of any party hereto shall inure to the benefit ofany third -party person, nor shall any third -patty person be deemed to be a beneficiary of any of the provisions contained herein. 20, Excusable Delays. Whenever -performance is required of any party hereunder, that party shall use all due diligence to perform and take all necessary measures in good faith to perform; provided,, however, that if' completion of performance shall be delayed at any time by reason of acts of God, war, civil commotion, riots, strikes, picketing or other labor disputes, unavailability of labor or materials, damage to work in progress by reason of fire or, other- casualty, thercasualty, or any cause beyond the reasonable control of a party, then the time for performance as herein specified shall be appropriately extended by the amount of' the delay actually so caused. The provisions of this section shall not operate to excuse any party from the prompt payment of any monies required by this Agreement.. {06505M2744$.DOC} 6 21. Captions and Capitalized Terms.. The captions preceding the text of each section are included only for convenience of reference.. Captions shall be disregarded in the construction and interpretation of the Agreement.. Capitalized terms.are also selected only for convenience of reference and do not necessarily have any connection to the meaning that might otherwise be attached to such term in a context outside of this Agreement.. 22.. Notices.. All notices, demands, statements, and requests (collectively the "notice") required or permitted to be given under this Agreement must be in writing and shall be deemed to have been properly given or, served as of the date hereinafter specified: (i) on the date of personal service upon the person to whom the notice is addressed or if' such person is not available the date such notice is left at the address of the person to whom it is directed, (ii) on the date the notice is postmarked by the United States Post Office, provided it is sent prepaid, registered or- certified rcertified mail, return receipt requested, and (iii) on the date the notice is delivered by a courier service (including Federal Express, Express Mail, Emery or similar operation) to the address of the person to whom it is directed, provided it is sent prepaid, return receipt requested.. The address of'the signatories to this Agreement is set forth below: Dick's: Dick's Drive -Ins, Ltd., L.R. 4426 — 2nd Avenue ME. Seattle, WA 98105 Attn: Jim or Walt Spady With a copy to: Lasher Holzapfel Sperry & Ebber son PLLC 601 Union Street, #2600 Seattle, WA 98101 Attn: Eugene W. Wong Briar: Briar Development Company LLP P.O., Box 29060 Bellingham, WA 98228-1060 Attn: Gary Hall With a copy to: GordonDerr, LLP 2025 Fust Avenue, Suite 500 Seattle, WA 98121 Attn: Joel M., Gordon Haggen: Haggen, Inc.. 2211 Rim.land Drive Bellingham, WA 98226 Attn: C..E.O.. & C.T.O.. [BALANCE OF PAGE LEFT BLANK] {06505/I327448 DOC} 7 With a copy to: Akeiman Senterfitt One SE Third Avenue, #2500 Miami, FL 33131 Attn: Carl D Roston & Martin G.. Burkett Each party shall have the right from time to time and at any time, upon at least ten (10) days' prior written notice thereof' in accordance with the provisions hereof, to change its respective addiess and to specify any other address within the United States of America; provided, however, notwithstanding anything herein contained to the contrary, in order, for the notice of address change to be effective it must actually be delivered. Refusal to accept delivery of a notice or the inability to deliver a notice because of an address change which was not properly communicated shall not defeat or delay the giving of'a notice.. 23.. Minimization of Damages.. In all situations arising out of this Agreement, all parties shall attempt to avoid and minimize the damages resulting from the conduct of any other party.. Each party hereto shall take all reasonable measures to effectuate the provisions of this Agreement.. 24. Agreement Shall Continue Notwithstanding Breach.. It is expressly agreed that no breach of* this Agreement shall (i) entitle any party to cancel, rescind or, otherwise terminate this Agreement, or (ii) defeat or render invalid the lien of'any mortgage or deed of'trust made in good faith and for value as to any part of'the other's lot. However, such limitation shall not affect in any manner any other rights or remedies which a party may have hereunder- by reason of'any such breach.. 25. Time.. Time is of -the essence of this Agreement.. 26, Non Waiver The failure of a party to. insist upon strict performance of any of the terms, covenants, or conditions hereof' shall not be deemed a waiver- of any rights or remedies which they may have hereunder or, at law or- equity and shall not be deemed a waiver- of any subsequent breach or default in any of'such terms, covenants, or conditions. IN WITNESS WHEREOF the parties have signed this Agreement effective as of* the date and year- fust above written. BRIAR: GRANTEE: BRIAR DEVELOPMENT COMPANY LLP DICK'S DRIVE-INS, LTD., L.P. a Washington limited liability partnership a Washington limited partnership By: Its: Its: �. —&AP b.. (06505/x327448 DOC) 8 With a copy to: Akerman Senterfitt One SE Third Avenue, #2500 Miami, FL 33131 Attn: Carl D.. Roston & Martin G• Burkett Each party shall have the right fi•om time to time and at any time, upon at least ten (10) days' prion written notice thereof in accordance with the provisions hereof, to change its respective address and to specify any other address within the United States of America; provided, however, notwithstanding anything herein contained to the contrary, in order for the notice of address change to be effective it must actually be delivered. Refusal to accept delivery of a notice or the inability to deliver, a notice because of an address change which was not properly communicated shall not defeat or delay the giving of a notice. 23. Minimization of Damages.. In all situations arising out of this Agreement, all parties shall attempt to avoid and minimize the damages resulting from the conduct of any other- patty.. therparty.. Each party hereto shall take all reasonable measures to effectuate the provisions of this Agreement.. •24.. Agreement Shall Continue Notwithstanding Breach.. It is expressly agreed that no breach of this Agreement shall (i) entitle any party to cancel, rescind or, otherwise terminate this Agreement, or (ii) defeat or tender- invalid the lien of any mortgage or deed of trust made in good faith and for value as to any part of the other's lot.. However, such limitation shall not affect in any manner any other- rights or remedies which a party may have hereunder- by reason of any such breach.. 25. Iime. Time is of the essence ofthis Agreement. 26.. Non Waiver.. The failure of a party to insist upon strict performance of any of the terms, covenants, or conditions hereof' shall not be deemed a waiver of any rights or remedies which they may have hereunder or at law or equity and shall not be deemed a waiver of any subsequent breach or default in any of such terms, covenants, or conditions. IN WIINESS WHEREOF the parties have signed this Agreement effective as of' the date and year first above written.. BRIAR DEVELOPMENI COMPANY LLP a Washington limited liability partnership Y. Its: (06505/[327448 DOC) 8 GRANTEE: DICK'S DRIVE-INS, LTD.., L..P.. a Washington limited partnership By: Its: HAGGEN: HAGGEN, INC.. a Washington coipoiation lM By: Zo Wia-6 aqSAJ Its: SIATE OF WASHINGTON ) ) ss.. COUNTY OF ) I certify that I know or have satisfactory evidence thatsigned this -instrument, on oath stated that he/she was authorized to execute "Ie instrument and acknowledged it in his/het capacity as the far 4ne,r of Briar Development Company LLP to be the free and voluntary act of such partnership for the uses and purposes mentioned in the instrument„ Dated this 12'60 day of October, 201 L skM (Signature) (Printed Name) gti^;>►rcn Notary Public in and for the State of Washington, residing at C,,.g+w My commission expires g- rj- zoiq (065O5n327448 DOC) 9 STAIE OF ) ) ss. COUNTY OF 1,Jb0+rM►n ) I certify that I know or have satisfactory evidence that Fnah SkC�1P�n5 signed this instrument, on oath stated that he/she was authorized to execute the instrument and acknowledged it in his/her capacity as the CF Q of HAGGEN, INC. to be the fi-ee and voluntary act of such company for the uses and purposes mentioned in the instrument. Dated this 12,7� day of October, 2011.. : V 0TA/jyp�� = 'AvB4�G J 2 Z N# STATE OF WASHINGTON ) ) ss. COUNIY OF ) (SrEgnature) (Printed Name) L-T) Notary Public in and for the State of, residing at. BrA t n�►ha►,-, My comm ssion expires 0 -7 - of - 7n 1 I certify that I know or have satisfactory evidence that signed this. instrument, on oath stated that he was authorized to execute the instrument and acknowledged it in his capacity as the of DICK'S DRIVE-INS., LID.., L.P.. to be the free and voluntary act of such limited partnership for the uses and purposes mentioned in the instrument.. Dated this day of October, 2011. (Signature) (Printed Name) Notary Public in and for- the State of Washington, residing at My commission expires {06505/1327448 DOC} 10 SIAIE OF } ) ss.. COUNIY OF ) I certify that I know or have satisfactory evidence that signed this instrument, on oath stated that he/she was authorized to execute the instrument and acknowledged it in his/her capacity as the of HAGGEN, INC. to be the free and voluntary act of'such company for the uses and purposes mentioned in the instrument. Dated this day of October, 2011.. (Signature) (Printed Name) Notary Public in and for the State of" , residing at My commission expires SIAIE OF WASHINGTON) ) ss COUNTY OF %/v ) I certify that I know or have satisfactory evidence that c�� SF's -A signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it in his capacity as the . P or GPof DICK'S DRIVE-INS., LID.., L. P. to be the fi•ee and voluntary act of such limited partnership for the uses and purposes mentioned in the instrument.. Dated this 0* day of October, 2011 .a •s Notary Public State of Washington JEAN M44ER Mjt Appel ei nt Expires Mar 1, Zoi4 ,/�dfA& (r fuze) few, ,n „ Y-WTl ted Name) �j�( Lary Public inand for the e of Washington, residing at My commission expires (06505/T327448 DOC) 10 EXHIBIT "A" (Cnantor's Propeity) LOT 1, CIIY OF EDMONDS SHORT' PLAT RECORDED UNDER AUDITOR'S FILE NUMBER 200307295008, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, BEING A PORTION OF TRACTS 40, 41 AND 42, SOLNER`S FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 7 OF PLATS, PAGE 25, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, LOTS 4 THROUGH 9, BLOCK 1 AND LOTS 6 THROUGH 11, BLOCK 2, PINE -LAND ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 13 OF PLATS, PAGES 50 AND S1, RECORDS OF SAID COUNTY, LOTS 6 THROUGH 11, WILLERS ADDITION, ACCORDING TO THE PIAT THEREOF, RECORDED IN VOLUME 14 OF PLATS, PAGE 13, RECORDS OF SAID COUNTY, AND PORTIONS OF VACATED 219TH STREET S.W. AND VACATED 21 STH S TREET S.W.. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.. [END OF EXHIBIT "A"] (065058327448 DOC) I I EXHIBIT "B" (Grantee's Property) LOT 2, CITY OF EDMONDS SHORT PLAT RECORDED UNDER AUDITOR'S FILE NUMBER 200307295009, RECORDS OF SNO140MISH COUNTY, WASHINGTON, BEING A PORTION OF TRACTS 40, 41 AND 42, SOLNEWS FIVE ACRE TRACTS, ACCORDING TO THE PLAI THEREOF, RECORDED IN VOLUME 7 OF PLATS, PAGE 25, RECORDS OF SNOIIOMISH COUNTY, WASHINGTON, LOTS 4 THROUGH 9, BLOCK I AND LO'T'S 6 THROUGH 11, BLOCK 2, PINE -LAND ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 13 OF PLATS, PAGES 50 AND 51, RECORDS OF SAID COUNTY, LOTS 6 THROUGH 11, WILLER'S ADDITION, ACCORDING IO THE PLAT THEREOF, RECORDED IN VOLUME I4 OF PLATS, PAGE 13, RECORDS OF SAID COUNTY, AND PORTIONS OFVACATED 2I9III STREET S.W. AND VACATED 2I8TH STREET S..W. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. [END OF Ekl4lBIT "B"] ;06505n327448 DOC) 12 EXHIBIT "C" (Easement Azea) .r. -Ar pawim O d IF 11 CNN OF Z4WW ,%MRT FIAF RC A? .L AkrrV? ltdStV DEONACD AS r"OUOCM9NOW AT Dif S LIOVST MMER or LOT 2, SKID SwWT � T 1) X—F .ALS ;71E 5-ounimy or SW LOT MW21.7'51V FEET M A M)MV M NEE I.EF7 MMVA AWN.4 OF' 17.50 S25 i N dig NAW �i��E pr1=1F��i+',�i�iyL,�};}�y�'S (L.i�l yt�S{Y'1MWNG��ij�WY'I�i r�� a pDB Yp.�fS�T . j� �{�� .�r2' KE hV9P di�i�!�SI.Slifl.�REA F.F'!Sil�' `5 -ORNE— i rA 6.ZM; LIR S.X47FO 'OP SOC 24'177 MZO FEET TO PAW OF REGO"MrZ tr nwTMaaw r2.14 L9 N34'2TJ7�Y :7L ]3 is n+s�•re'�r�v 7.93^ L; $251 r34 w it 83 L5 S2511r341V 1911" LS n2.sWv2s± rs W PMKOJI LOT !.e ccauW_Lor, for s) , EX1AST PREAMP FM ACM$ CRW W$ aegwV or M f1li MR41Ft f/tlIZK—L:IHi. ^NQ CRONES & ASSOC A LL -ND SURMORS W;rv1o.-di, MW rK:W " If rag.r wa #M �.V-" Vffr 2 ar 2 (06505x[327448 DOC) 13 F I C E S ION (4 5i: 8 B Tul 4 04:�2f3 ;5 � � ' ®.�. �_� %---��.�� \_ } of uu e CREOTT $76, 00 T H