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504 5TH AVE S.PDF111111111111 5185 504 5TH AVE S 0 0 f* TAX ACCOUNT/PARCEL NUMBER:2 --T D L?- 3 o o 4 /,� g,,c BUILDING PERMIT (NEW STRUCTURE): A39 COVENANTS (RECORDED) FOR: CRITICAL AREAS: qq-20t DETERMINATION: []Conditional Waiver E] Study Required F] Waiver 'S: DISCRETIONARY PERMIT # qq * 0 j MV .05-2 DRAINAGE PLAN DATED: g PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): All NOUN[ PLANNING DATA CHECKLIST DATED: q*g.qq SCALED PLOT PLAN DATED: g- Lj qq SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DA qF,n SIDE SEWER PERMIT(S) #: L,-K GEOTECH REPORT DATED:- cl-2-i -qci STREET USE / ENCROACHMENT PERMIT WATER METER TAP CARD DATED: Izql, - OTHER: CADocuments and Settings\imfeldWy DocumentsNue sheet.doc 0 APPROVED AS NOTED BY ENGINEERING D - A I (-A Date: S-/ Z 4- 102- Ply" PARKING SPACES REM 17 PAn-!(';,'G `-!'.CES PROPOSED: 17 SP TES: A A A ta Km Hov& (206) 816,649,' APH 22,2002 F� f— E*4 POrdl New Pe& 'f, F iffil Av&ue 5. :,Area Edmonclq, WA 98020 1 5ir4c 5t&q Nildinq OU5 pat.4 Daseftyrt W Nildinq Z109 5f W Land 8,5787 5f Added Peck 2065f PAinq Area " ERC IACI � IS REMSID-E FoR �M'UW' 0 *; 61ON CC X AND DRAINAGE Flower 9W N 0 i 2 M (D 2�c moor-MIM ECHIVEE LPR 2 " 21-.'52 in nitir nFpT I() ,-Al d t-A. CUFS cLrr Q, I BOU-4fav EX*TM CURB CUT— U AUU 4,SE9 DEVELOPMENT SE13VICES cTR. CITY OF EL)MONDS m EL. �7A -r C1 1,,,l FT 2. 25*-2' 32'-0" �,C�t T 5T; .c� EXISTH3 go- RTY LRIE TYPICAL r----------------- ---------------- Jul jN X, AZALX ��B 1c, twu z (L UL L-1 0- A j7-------------- X Lu 8! — ------------------------ NW C40P kcPpWTE 45 04 03 W2 L4 04PER PECK F&FTENTION AFEA 05 . 06 PROPO 3M PAW M 6TALL 5 --------------------------------- EXISTIWu FARKIWG'AREA ASPAALT OW UAY TRAq4-_ A LESS rOM 2% SLOPE BOLLAPIO -------------------------------- ALTEIIIHAM WEMM AFEA ---------- r --------- -- --------- - 4M EX15TING 41 5ULDING EXIStIW-s OW 5OFT. : (TO M=1130, EIOLLAM PLOT PLAN 8C.ALE. I' - 10'-V' ALLEY 5— 15's 0009 3tf,o,., 5oA '5TR AV65 $5EDPOWDS 0 W US; e ', f 7, r,,,.:, I r-A F-D z 064 PLANNING DATA New Commercial Proiects .,.,-SITE ADDRESS: Aw- S ZONING: USE(S) PROPOSED:_ ALLOWED?. LEGAL NONCONFORMING LAND USE'DETERMI NATION ISSUEDJ�w (,Y/N) CUP File: To Allow What Uses?: AD13 FILE #: PARKING: Use: No. Spaces Required: (floor area,# employees, etc.)= Use: No. Spaces Required: (floor area, # employees, etc.) use: Af No. Spaces Required: m4V (floor area, # employees etc.)= 2, Use: No. Spaces Required: X (floor area, # employees, etc.) Total Required: Actual Provided: fy, o' SETBACKS: UXMq"1b* f 117 c s -, RequiredSetba k Front: Left Side: Right Side: Rear. Actual Setbacks, a Front: te Left Side Right Side: /01/0-Rear: Street map checked for additional setback requ ired'2- (/p-S - A/ (Yes/h1o) MAXIMUM FLOOR AREAd. Ac Maximum Allow�e tual: BUILDING HEIGHT: Maximum Allowed: Actual Height: zo Modulation Allowed?: Modulation Height: i,Aa"' Datum Point:-CU-aft Datum El vation:- Elevator Penthouie > feet over height limit? if so,VAR# LANDSCAPING: Matches ADB approved: Bid Provided? ond Amount (100% bid): DATE: PLAN CHK#: IT7 _j NAME OF BUILDING PERMIT APPLICANT: Continued ... lAfibrary\APIandatNewComm.doC C ILENO. Atical Areas Checklistc -------------------------------------- Site Information (soil shopo graphy/hy drol ogy/ve getati on) I. Site Address/Location: -tw 2. Property Tax Account Number: -7 023-4 6 3. Approximate Site Size (acres or square feet): 7 jb 4. Is this site currently developed? ___V_/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 I 0-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 I 0-feet over a horizontal distance of 3 3 to 66-feet). Steep: grades of greater than 3 0% present on site (a vertical rise of I 0-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: &-Q-; Approx. Depth: 7. Site contains areas of seasonal standing water: Approx. Depth: What season(s) of the year? 8. Site is in the floodway floodplain_ ofawatercou'rse. 9. Site contains a c eek or an area where water flows across the grounds surface? Flows are year- round? A70 Flows are seasonal? (What time of year? 10. Site is primarily: forested meadow shrubs mixed urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: ^-_CWd=, R" 10/03/97 City of Edmonds 40 RECEIVE.D JUL 19 1999 PERMIT COUNTER CRITICAL AREAS CHECKLIST 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 infonnation 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: Pmr?, / C-4— Name 50-� 57 -W 6-ats-- Street Address City State Zip -7-//- Telephone Signature Applicant Representative: Name 2- -2 Street Address d U ZZ City State Zip -771 -5zg/-5 Telephone Signature 711'�? 117 Date c:rccepdon\jana\cac1.doc Date (over) �11? C. 18 o\3 August 4, 1999 Patrick Girardi 5045 th Ave. South Edmonds, WA 98020 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering Subject: Determination regarding Critical Areas Checklist # 99-201 Dear Applicant: BARBARA FAHEY MAYOR Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION99 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. PLEASE EXAMINE THIS"DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL C OR CRITICAL AREAS STUDY. The 'DETERMINATION' for the'Critical Areas Checklist you submitted is a site -specific determination not a project -specific determination. mo, You must submit a copy - of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL LERMITAP . PLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED. .4m Permit applications include the following: Building Permits Conditional Use Peffnits Subdivisions Variances Applications to the ADB* Land Use Applications Any other development permit applications. c: Kathy St. Peter Enc: Critical Areas Determination * Architectural Design Board Thank you. Sharla Graham Planning Secretary C:ReceptIonUana1CRLTR.doc Incorporated August 11, 1890 Sister City - Hekinan, Japan SUBSURFACE EXPLORATION AND GEOTECB[NICAL ENGINEERING REPORT GIRARDI'S RESTAURANT ADDITION EDMONDS, WASBONGTON PREPARED FOR Mr. Patrick Girardi PROJECT NO. KE99528A SEPTEMBER 1999 CORPORATE OFFICE 911 Fifth Avenue, Suite 100 ASSOCIATED Kirkland, Washington 98033 (425) 827-7701 EARTH FAX (425) 827-5424 4MMSCIEIMCES, IIMC BAINBRIDGE ISLAND OFFICE 179 Madrone Lane North Boin6ridge Island, WA 98110 (206) 780-9370 FAX (206) 780-9438 Subsurface Exploration and Girardi's Restaurant Addition Geotechnical Engineering Report Edmonds, Washington Project and Site Conditions L PROJECT AND SITE CONDITIONS 1.0 INTRODUCTION This report presents the results of our subsurface exploration and geotechnical engineering study for the proposed Girardi's Restaurant located in Edmonds, Washington. The proposed addition location and the location of the exploration completed for this study are shown on the Site and Exploration Plan, Figure 1. In the event that any changes in the nature, design, or location of the addition is planned, the conclusions and recommendations contained in this report should be reviewed and modified, or verified, as necessary. 1. 1 Purpose and Scope The purpose of this study was to provide subsurface data to be utilized in the design and development of the subject project. Our study included a review of available geologic literature, excavation of an exploration pit, and performing geologic studies to assess the type, thickness, distribution, and physical properties of the subsurface sediments and shallow ground water conditions. Geotechnical engineering studies were also conducted to determine the recommended type of suitable foundation, allowable foundation soil bearing pressures, and drainage considerations. This report summarizes our current fieldwork and offers development recommendations based on our present understanding of the project. 1.2 Authorization Written authorization to proceed with this study was granted by Mr. Patrick Girardi. Our study was accomplished in general accordance with our scope of work letter dated August 27, 1999. This report has been prepared for the exclusive use of Mr. Girardi and his agents, for specific application to this project. Within the limitations of scope, schedule, and budget, our services have been performed in accordance with generally accepted geotechnical engineering and engineering geology practices in effect in this area at the time our report was prepared. No other warranty, expressed or implied, is made. Our observations, findings, and opinions are a means to identify and reduce the inherent risks to the owner. 2.0 PROJECT AND SITE DESCRIPTION This report was completed with an understanding of the project based on plans provided by North Sound Design. Present plans call for the construction of an addition to an existing wood -frame structure. The existing structure is a single -story with daylight basement ope i g September 21, 1999 ASSOCiATED EARTH SCIENCES, INC JBCM - YE99528A I - 9130199 Id - W97 Page 1 I Subsurface Exploration and Girardi's Restaurant Addition Geotechnical Engineering Report Edmonds, Washington Project and Site Conditions to the west. The new single -story addition is planned for the south side of the existing structure. A wood -frame deck is proposed for the west side of the addition. Storm water detention vaults are planned beneath the deck area. An existing asphalt paved parking area will remain, as well as an existing detached building. The property is situated at the southwest quadrant of the intersection of 5' Avenue South and Walnut Street in downtown Edmonds, Washington. The subject property measures approximately 70 feet north -south by 120 feet east -west. Elevation change across the property is roughly 6 feet decreasing from east to west. 3.0 SUBSURFACE EXPLORATION Our field study included excavating an exploration pit to gain shallow subsurface soil and ground water information about the site. The various types of sediments, as well as the depths where characteristics of the sediments changed, are indicated on the exploration log presented in the Appendix. The depths indicated on the log where conditions changed might represent gradational variations between sediment types. Our exploration was approximately located in the field by measuring from known site features shown on Figure 1. The conclusions and recommendations presented in this report are based on the single exploration pit completed for this study. The location and depth of the exploration was completed within site and budgetary constraints. Due to the relatively small scale and limited site access, a single exploration pit was judged to be sufficient for the scope of work. It should be noted that differing subsurface conditions might sometimes be present due to the random nature of deposition and the alteration of topography by past grading and/or filling. The nature and extent of any variations may not become fully evident until construction. If variations are observed at that time, it may be necessary to re-evaluate specific recommendations in this report and make appropriate changes. 3.1 Exvloration Pit One exploration pit was excavated with a tractor -mounted backhoe. The pit permitted direct, visual observation of subsurface conditions. Materials encountered in the exploration pit were studied and classified in the field by a geotechnical engineer from our firm. The exploration pit was backfilled immediately after examination and logging. Selected samples were then transported to our laboratory for further visual classification and testing, as necessary. September 21, 1999 ASSOMIED EARYH SCIENCES, INC JBC11d - KE9952&41 - 9130199 ld - W97 Page 2 Subsurface Exploration and Girardi's Restaurant Addition Geotechnical Engineering Report Edmonds, Washington Project and Site Conditions 4.0 SUBSURFACE CONDITIONS Subsurface conditions at the project site were inferred from the field exploration accomplished for this study, visual reconnaissance of the site, and review of applicable geologic literature. As shown on the field log, the exploration hole generally encountered surficial fill soils overlying natural sand deposits. The following section presents more detailed subsurface information organized from the shallowest (youngest) to the deepest (oldest) sediment types. 4. 1 StratiLyraDh Fill Beneath a grass and topsoil surface, approximately 11/2 feet of fill soils were encountered. The fill was comprised of dry fine sand with some silt that was in a loose condition. Beneath the fill, to a depth of 3 feet, was the original ground surface and root zone. The fill soils were likely placed following excavation of the basement and construction of the existing building. Due to their loose condition, the fill soils are not suitable for foundation or deck support. Recessional Outwash Beneath the fill soils, natural soils consisted of moist, gray, fine to medium sand with trace medium gravel. These sands were in a loose condition to a depth of 4 feet, becoming medium dense below 4 feet depth. A 1-foot-thick lens of dense, very fine sand with dropstones was encountered from 6 to 7 feet in depth. Ground water seepage and near -saturated conditions were observed from a depth of 8 feet to the 10-foot termination depth of the exploration pit. These sand sediments were interpreted as recessional outwash. These outwash soils were deposited during the retreat of the Vashon glacier that occupied the area about 10,000 years ago. The medium dense recessional outwash is suitable for support of moderately loaded foundations. A preliminary surficial geologic map of the Edmonds area delineates recessional outwash soils within the subject site (Mackey Smith, 1975). Lodgement till soils are mapped downslope of the site, and we expect till at depth below the recessional outwash. 4.2 Hydrology Ground water seepage was encountered in the exploration pit at the time of our field study below a depth of 8 feet. The ground water seepage encountered likely represents a perched condition. Perched water occurs when surface water infiltrates down through relatively permeable soils and becomes trapped or "perched" atop a comparatively impermeable barrier September 21, 1999 ASSOCL41ED EARTH SCIENCES, INC. IBC11d - KE9952&41 - 9130199 Id - W97 Page 3 0 0 Subsurface Eaploration and Girardi's Restaurant Addition Geotechnical Engineering Report Edmonds, Washington Project and Site Conditions such as lodgement till at depth. It should be noted that fluctuations in the level of the ground water may occur due to the time of the year and variations in the amount of precipitation or site development. September 21, 1999 ASSOCL47ED EARYH SCIENCES, INC. JBCM - KE99528A I - 9130199 Id - W97 Page 4 Subsurface Exploration and Girardi's Restaurant Addition Geotechnical Engineering Report Edmonds, Washington Design Recommendations II. DESIGN RECONEMENDATIONS 5.0 INTRODUCTION Our exploration indicates that, from a geotechnical standpoint, the parcel is suitable for the proposed addition provided the recommendations contained herein are properly followed. Loose/medium dense soils encountered at a depth of 3 to 4 feet in our exploration will be capable of supporting foundation loads when recompacted as described herein. Near the adjacent basement walls, loose fill soils are likely deeper and footings should be stepped down accordingly to follow the bearing soils. 6.0 SITE PREPARATION Site preparation of the planned addition area should include removal of all trees, sod, brush, debris, and any other deleterious material. Additionally, the upper organic topsoil should be removed and the remaining roots grubbed. Areas where loose surficial soils exist due to grubbing operations should be considered as fill to the depth of disturbance and treated as subsequently recommended for structural fill placement. Due to the presence of 11/2 feet of fill soils overlying the original natural root zone, this stripping depth is estimated at 3 feet. Since the consistency of the sand is variable, random loose pockets may exist and the depth and extent of stripping can best be determined in the field by the geotechnical engineer or engineering geologist. The sand soils are easily disturbed due to excavation operations, and therefore we recommend that footing subgrades be compacted with a "jumping jack" compactor prior to concrete placement. 7.0 STRUCTURAL FILL All references to structural fill in this report refer to subgrade preparation, fill type, placement, and compaction of materials as discussed in this section. After stripping has been performed to the satisfaction of the geotechnical engineer/engineering geologist, the upper 12 inches of exposed ground should be recompacted to at least 90 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. If the subgrade contains too much moisture, adequate recompaction may be difficult or impossible to obtain and should probably not be attempted. In lieu of recompaction, the area to receive fill September 21, 1999 ASSOCLUED EARYH SCIENCES, INC. JBC11d - YE99528A I - 9130199 Id - W9 7 Page 5 Subsurface Exploration and Girardi's Restaurant Addition Geotechnical Engineering Report Edmonds, Washington Design Recommendations should be blanketed with washed rock or quarry spalls to act as a capillary break between the new fill and the wet subgrade. After recompaction of the exposed ground is tested and approved, or a free -draining rock course is laid, structural fill may be placed to attain desired grades. Structural fill is defined as non -organic soil, acceptable to the geotechnical engineer, placed in maximum 8-inch loose lifts with each lift being compacted to at least 95 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. Any proposed fill soils must be evaluated by Associated Earth Sciences, Inc. (AESI) prior to their use in fills. This would require that we have a sample of the material 48 hours in advance to perform a Proctor test and determine its field compaction standard. If fill is placed during wet weather or if proper compaction cannot be obtained, a select import material consisting of a clean, free -draining gravel and/or sand should be used. Free -draining fill consists of non -organic soil with the amount of fine-grained material limited to 5 percent by weight when measured on the minus No. 4 sieve fraction. A representative from our firm should inspect the stripped subgrade and be present during placement of any structural fill to observe the work and perform a representative number of in - place density tests. In this way, the adequacy of the earthwork may be evaluated as filling progresses and any problem areas may be corrected at that time. 1 8.0 FOUNDATIONS Spread footings may be used for foundation support when founded on medium dense sand that has been recompacted as described in Section 6.0, Site Preparation. We recommend that an allowable foundation soil bearing pressure of 2,000 pounds per square foot (psf) be utilized for design purposes, including both dead and live loads. An increase of one-third may be used for short-term wind or seismic loading. Perimeter footings should be buried at least 18 inches into the surrounding soil for frost protection. All footings must penetrate to the prescribed bearing stratum and no footing should be founded in or above loose or soft surficial soils. We recommend that continuous spread footings have a minimum width of 14 inches. It should be noted that the area bounded by lines extending downward at MAV (Horizontal: Vertical) from any footing must not intersect another footing or intersect a filled area which has not been compacted to at least 95 percent of ASTM:D 1557. In addition, a 1.5H:lV line extending down from any footing must not daylight because sloughing or raveling may eventually undermine the footing. Thus, footings should not be placed near the edge of steps or cuts in the bearing soils. September 21, 1999 ASSOCUTED EARTH SCIENCES, INC JBC11d - KE99528A I - 9130199 Id - W97 Page 6 0 Subsurface Exploration and Girardi's Restaurant Addition Geotechnical Engineering Report Edmonds, Washington Design Recommendations Anticipated settlement of footings founded on medium dense sand should be less am 1 inch. However, disturbed soil not removed from footing excavations or recompacted prior to footing placement could result in increased settlements. All footing areas should be inspected by AESI prior to placing concrete to verify that the design bearing capacity of the soils has been attained and that construction conforms to the recommendations contained in this report. Such inspections may be required by the goven-iing municipality. Footing drains should be provided as discussed under the section on Drainage Considerations. 9.0 DRAINAGE CONSIDERATIONS 9.1 Storm Water We understand current plans call for the construction of storm water detention tanks beneath the proposed deck to allow metered release of storm water to the city storm system. The detention tanks will be buried below the deck. Roof and parking area runoff should be tightlined into the detention system. 9.2 Footing Drains All perimeter footings should be provided with a drain at the footing eleyation. Drains should consist of rigid, perforated, PVC pipe surrounded by washed pea gravel. The level of the perforations in the pipe should be set approximately 2 inches below the bottom of the footing and the drains should be constructed with sufficient gradient to allow gravity discharge away from the wall. Roof or surface runoff should not discharge into the footing drain system but should be handled by a separate, rigid, tightline drain. In planning, exterior grades adjacent to walls should be sloped downward away from the structure to achieve surface drainage. 10.0 PROJECT DESIGN AND CONSTRUCTION MONITORING At the time of this report, structural plans and construction methods have been finalized. AESI has performed a geotechnical review of the plans. Based on this review, we conclude that the plans conform to the recommendations in this report. We are available to provide additional geotechnical consultation as the project design develops and possibly changes from that upon which this report is based. We are also available to provide geotechnical engineering and monitoring services during construction. The integrity of the foundations depends on proper site preparation and September 21, 1999 ASSOMIED EARTH SCIENCES, INC JBC11d - KE99528A I - 9130199 Id - W97 Page 7 0 0 Subsurface Exploration and Girardi's Restaurant Addition Geotechnical Engineering Report Edmonds, Washington Design Recommendations construction procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions become apparent. We have enjoyed working with you on this study and are confident that these recommendations will aid in the successful completion of your project. If you should have any questions, or require further assistance, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington .41, .............. .. osep B. Clare, E.I.T. qz�� .Senior Staff Geotechnical Engineer Attachments: Figure 1: Site and Exploration Plan Appendix: Exploration Log B ASI 0 a V-��J 714ff FXPIAES Bruce L. Blyton, P.E. Senior Associate Engineer September 21, 1999 ASSOCLUED EARTH SCIENCES, INC JBCM - YE9952&41 - 9130199 Id - W97 Page 8 Walnut Street EXISTING BUILDING EXISTING BUILDING z �e PROPOSED of ADDITION EP-1 LEGEND EP-1 0 Approximate location of exploration pit c/) J- I- L0 0 NORTH 0 30 APPROXIMATE SCALE IN FEET T REFERENCE: NORTH SOUND DESIGN, 7/99. . 9 FIGURE I ASSOCIATED SITE AND EXPLOPATION PLAN 9 DATE 9/99 EARTH GIRARDIS RESTAURANT Aio� SCIENCES, INC EDMONDS, WASHINGTON PROJ. NO. KE99528A 0 0 LOG OF EXPLORATION PIT NO. This log is part ol - e re re d " A sociated Earth Sciences, Inc. (AESI) for the named project and should be portX fopare This to the location this trench the iti"' t r rc , fletesinterpretation. summary applies only of at read to i tha epo ndi ions may change at this location wit the passage of time. The data presented are time of=on. Subsurface coo i C a simplfication of actual conditions encountered. DESCRIPTION Topsoil/Fill. Loose, dry, brown, fine SAND with some silt, grading to damp; root zone @ 1.5'. (Fill to 15) 2 3 Loose grading to medium dense below 4', moist, gray, fine to medium SAND with trace medium gravel. 4 5 6 Dense, moist, gray, very fine SAND with trace drop stones. 7 Medium dense, wet, gray, medium SAND with some fine sand, trace gravel. 8 9 10 11 Bottom of exploration pit at depth 10 feet Seepage at and below 8'; near saturated below 8'; slight caving due to hydrostatic conditions and seepage 12 13 14 15 16 17 18 19 ,If% Project No. KE99528A N Girardi's Restaurant E Edmonds, Washington (D August 1999 P (0 MM ABSOCIATE0 PM Logged by: JBC EARTH (L 04 SCIENCES2 INC Approved by: §2 X iwa e?o CITY Address of Construction: OF EDMONDS ME E). SIDE SEWER PERMIT PERMIT Property Legal Description (Include all easements): INU V t10V 12 PU8ttC_WUFK_S DEPI e Owner and/or Contractor: G1 I / K, A. PLAN-r, State License No. WTI 0 1 SIT6 Building Permit No. �4ovE>F-l-, Single Family Invasion Into City Right -of -Way: 0 No x Yes FOG9 8U=— Q., Au-j-::r 13 Multi -Family (No. of Units-) RW Construction Permit No. qli3_2c� Commercial Cross other Private Property-4 No 11 Yes 0 11 Public Attach legal description and copy of recorded easement I certify that I have read and shall comply with all city requirements as indicated on the back of the Permit Card. Date * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION * PERMIT MUST BE POSTED ON JOB SITE �lhlle Copy: F Ile G"le Copy: trispector Buff Co;iy: Apphcant Revised 3,90 4 The City of Edmonds EASEMENT NO . ............................................. I NEW CONSTRUCTION REPAIRSZ LID NO . .................. IASMT. NO . .................. OWNER ------------------------------------------------------------------------------------------------ CONTRACTOR ... K-A ....... W-0.-/-cl�e ............................................... PERMIT NO. ..... ... . ... .. .. ... ... JOB ADDRESS ......... ... .... :,;;��h .... Xe— SO. . ...................... LEGAL DESCRIPTION: LOT NO . ......................... ............ BLOCK NO . .................................... 504- S-0, $�t% � Ave So. Side Sewer Drawin .................................... ----------------------------- ............................................................................................... NAME OF ADDITION ... (5.) .. r --- pt ... r ---- 8 ... ..................................................................................... L4 to (00 t ��5 V. Approved: PWW-0001 -11175 (REV. 11/78) DATE I ...... ......... By APPLICATION for The City of Edmonds SIODE SEWER PkR3HT EASEMENT No . .......................................... NEW CONSTRUCTION REPAIRS E] . ....................................................... CONTRACTOR ................................. ADDRESS ........ EA% ........ & ............. .................................. LEGAL DESCRIPTION: LOT No. NAME OF ADDITION ................... Lu LL- ......................................... .......... PERMIT No ................. ---------------------------------- BLOCK No . ............................................. ........................................................................................................ k Approved: DATE................................................ By ..................................................... . CITY OF ED&NDS 121 5h Avenue North Edmonds, WA 98020 Phone: 425.771.0220 Fax: 425.771.0221 - Web: www.ci.edmonds.wa.us ,4C. 199" DEVELOPMENT SERVICEs DEPARTN[ENT: PLANNING DivisioN ADMINISTRATivF, DESIGN REvIEw -STAFFDEasioN- , BLD20120434 through BLD20120436 Project Proposal Edmonds Mural Society has submitted applications for three murals to be placed at various locations throughout the downtown area. The murals are sponsored by the Edmonds Mural Society and this year's theme for the murals are "An Edmonds Kind ofDay". Permit Number Property Owner Applican BLD20120434 Third Ave. South Properties Jeff Stilwell 14508 205th Ave. SE Edmonds Mural Society Renton, WA 98059 409 Main Street , Edmonds, WA 98020 BLD20120435 Bruno Girardi 504 — 5h Ave. S Edmonds, WA 98020 BLD20120436 Camwest Inc. 2228 133rd Street SW Lynwood,WA 98087 Design Review Process Design review for signs is considered a Type I decision subject to the requirements of ECDC 20.01.003. Pursuant to ECDC 20.60.0 1 O.C, while a separate sign permit is required for each wall graphic, staff may make a single design review decision on wall graphics that consists of related murals or artwork. Analysis: 1. Location. Two of the mural sites (BLD20120434 and BLD20120436) are located within the BD-1 and are therefore subject to the requirements of ECDC 22.43 — Design Standards for the BD- 1 Zone. The remaining mural is located in the BD-2 zone and subject to the general design requirements of EC"DC 20.11. The location of the three murals, mural name, and zone are detailed in the Table 1 below: Table 1: Mural information. Permit Location Mural Name Zone Mural Size Artist Number BLD20120434 313 Main St Edmonds Entertains BD- 1 12' x 16' Ellen, Clark BLD20.120435 504 - 5th Ave S (intitled BD-2 12'x 20' John Osgood BLD20120436 104 -'5th Ave N Winter Walk BD-1 9'x 16' Susan Babcock 2. The Comprehensive Plan identifies two the sites as DoNntown[Waterfrorit Activity Center — Retail Core (3 13 Main Street and 104 - 5�h Ave. N); the other site (504 — 5th Ave S). is also within the Page I of 3 0 Downtown/Waterfront Activity Center with a comprehensive plan designation of Downtown Mixed Commercial. The murals satisfies the intent of ECDC 22.43, specifically treating blank walls, as well as the following goals and policies from the Comprehensive Plan: a. Downtown Design Objectives are found on pages 56-60 and are intended to e ncourage high quality, well designed projects to be developed in the downtown waterfront area that reflect the values of the citizens of Edmonds. b. "Improve pedestrian access and way -finding by providing a variety in buildingforms, color, materials and individuality of buildings" (page 57). c. "Art should be integrated into the design of both public andprivate developments, with incentives provided to encourage these elements" (page 5 8). .d. "Public art and amenities such as mini parks, flower baskets, streetfurniture, etc., should be , provided as a normal part of the public streetscape. Whenever possible, these elements should be continued in. the portion of the private streetscape that adjoins the public streetscape" (page 5 8). 3. Sign type. The murals are considered wall graphics and wall graphics are conditionally permitted sign types in the downtown business area. Review criteria for murals are contained within ECDC 20.60.010.C.3: a. Quality ofthe materials used to create the artwork. Materials should be resistant tofading; no fluorescentpaints: All three murals will be painted using Nova acrylic paint and products. Nova employs a tough, durable, 100% acrylic resin suitable for use outdoors. The murals will also be treated with a clear top coat to protect against dampness, fading due to UV rays or weather damage. No fluorescent paints are proposed for any of the murals. b. Durability andpermanence, including ability to withstand age, vandalism and weathering. Consideration should be given to anti -graffiti coating. - The murals will be painted on building walls that have been leased for ten years. All three murals will be painted using Nova acrylic paint and products. Nova employs a tough, durable., 100% acrylic resin suitable for use outdoors. The murals will also be treated with a clear top coat to protect against dampness, fading due to UV rays or weather damage. Each spring, the murals will be examined by technical consultants retained by the Edmonds Mural Society for signs of fading due to ultra -violet rays or dampness or weather damage. Any damage will be immediately repaired in consultation with the technical consultant and artists hired by the Edmonds Mural Society. Any graffiti on the murals will be painted over. c. Compatibility of the artwork with architectural elements, other elements of the street, and adjacent structures. Compatibility shall be determined by relationships of the elements ofform, proportion, scale, color, materials, surface.t�eatment, and size and style of lettering. Lettering shall be minimized, but may be consideredfor inclusion when necessary to the artistic content. All three.murals are compatible with the character of the buildings on which they are being placed as well as the downtown Edmonds streetscape. Only the mural at 504 — 5h Avenue South contains letter, which is "It's an Edmonds kind of Day" reflect the theme of this year's murals. Page 2 of 3 Decision: Based on the facts and conclusions of this report, staff finds that the design review for BLD20120434 through BLD20120436 is APPROVED. I lidvereviewed the application for compliance with the Edmonds Community Development Code. K&men Lien, Plan\hiag-bivision Date 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 C') M M C-) a M MCI) M cf) T "EFT FILE R 2�t� -L012--0'135- Unfided by John Osgood 504 Fifth Avenue South, west wall 12'x 20' r- -I 1� Description and Summary for Proposed Mural Untitled by John Osgood (504 Fifth Avenue South) My concept for the mural embodies what comes to mind for me as an "Edmonds Kind of Day." I grew up in Edmonds, and my parents and many friends still live there. What I miss about living so close to the water is the amazing sunsets and the beautiful sight of the ferry coming in to dock. As an artist, I lean towards a colorful and bright palette and feel that this scene would be a way for me to play up the colors between the sky, water and land. This concept would be similar to a kind of movie set experience for the people who are looking out into the scene, as well as the actual viewer who would be looking into the mural from the street. l� `*1 HA JUN 11 2012 DEVELOPMENT SERVICES COUNTER a 0 Maintenance Requirements for Proposed Mural Untitled by John Osgood (504 Fifth Avenue South) This mural shall be painted on a building wall that has been leased by written contract for a length of tcn years, with an option to renew. The Edmonds Mural Society, by contract with the landowner, is responsible for all maintenance and upkeep for this mural during the time specified by the contract. The Edmonds Mural Society shall maintain this mural in the following manner: This mural shall be mounted in keeping with the finest methods of mural creation to date. In specific, the wall shall be pressure -washed at least two weeks in advance of the mural raising. Second, before mounting the mural, a layer of primer shall be applied to the wall surface area. Finally, following completion of the mural, it shall be treated with a UV - protective sealant to minimize fading or weather damage over the years. The two main sources of damage to a mural are sunlight and dampness. Each spring, this mural shall be examined thoroughly for signs of fading due to ultra -violet rays or dampness or weather damage. Any such damage will be immediately repaired in consultation with artists hired by the Board of the Edmonds Mural Society. On a final note, the Edmonds Mural Society is often asked about protecting murals from vandalism, specifically "tagging." Surprisingly, the wealth of experience of mural societies across the country all agree: tagging of murals is not a serious concern. It almost never occurs. Then, too, on those rare occasions that tagging does occur, mural societies have uniformly found that cost of repairs is relatively cheap. (Quite simply, they paint over the tagging.) Moreover, all the mural societies that we asked agreed that while there are anti -tagging products available on the market, they are so expensive that their purchase is not justified when repairs to the rare mural tagged are so inexpensively, and quickly, carried out. RECEIvpC ..M JUN 112012 DEVELOPMENT SERVICES COUNTER I 7Edm o n A, MuralM !r .9060ty 0 Schedule for Development, Fabrication and Completion for Proposed Mural Untitled by John Osgood (504 Fifth Avenue South) Development: This mural design was submitted to the Edmonds Mural Society in January 2012 in the competition to select three murals to be mounted. At that time, by the date the artist submitted the design, its development was complete. Fabrication: This mural is being painted on the west wall of 504 Fifth Avenue South. Therefore, there is little fabrication occurring. Instead, the wall will be pressure -washed the week of June 17 - June 23. A coat of primer will be applied early in the week of July 15 - July 2 1. The mural itself, weather permitting, shall be painted during the week of July 22 - July 28. If the weather is not appropriate for the painting of the mural during this week, the Edmonds Mural Society will make arrangements for the painting of the mural on a following week. Completion: During the week following the painting of the mural, it shall be coated with a UV - protective sealant to minimize fading, dampness, or weather damage over the years. RECEIVED JUN 112012 DEVELOPMENT SERVICE8 COUNTER �_7 SELECTED EXHIBITIONS 0 Artist's Resume for Proposed Mural Untitled by John Osgood (504 Fifth Avenue South) Group CoCA Georgetown, "24-Hour Painting Marathon & Auction", Seattle WA October 2011 CNN.com 9/11 Tribute "Ripple" September 2011 CoCA Georgetown Gallery, "(Un)Sanctioned", Seattle WA August 2011 ArtsWest Gallery, "Unplugged Challenge", Seattle WA June 2011 Flat Color Gallery, "Sidekicks & Henchmen", Seattle WA March 2011 City Hall Gallery, Auburn WA May 2010 Henry Art Gallery Open Floor, "W3AVE" Seattle WA April 2010 Juried Sorticulture Selected Poster Artist — June 2012 Upfest UK, Urban Contemporary Art Festival, Bristol UK — June 2011 CoCA 24-hour Painting Marathon & Auction, Seattle WA October 20 10 Bellevue Art Museum artsfest, Interactive Screen -Printing July 2010 Upfest UK, Urban Contemporary Art Festival, Bristol UK May 2010 City of Bremerton Arts Commission, selected artist for Pacific Ave Public Art Banner Project, Bremerton WA August 2009 SELECTED COMMISSIONED MURAL WORK The Comedy Box at Hen & Chicken, Mural Installation, Bristol UK — June 2011 Sandbox Sports, Mural Installation, Seattle WA — June 2011 Link Apartments, Mural Installation, West Seattle, WA — February 2011 Seattle DOT/GAIN, Aurora Mural Installation Part 2, Seattle WA — October 2010 Houghton Mural for Driftmier Architects, Kirkland WA - May 2010 Rhapsody/Real Networks, Mural Installation, Seattle WA - March 2010 Seattle DOT/GAIN, Aurora Mural Installation Part 1, Seattle WA March 2010 Taproot Theatre, Mural Installation, Seattle WA, December 2009 EMPLOYMENT Artist & Gallery Owner of Bherd. Studios Gallery March 2007 — Present Volunteer Art Instructor, N. Seattle Boys & Girls Club October 2008 — August 2009 EDUCATION Washington State University 2000, BA, Humanities Minor: Fine Arts School of Visual Concepts Completed classes in Photoshop, Typography, Elements of Design & InDesign Artist Trust EDGE Program Graduate, 2008 RECEIVED 11114112011 i)e4CL0?Mj14T sUNICES C()U%TER ldmondg,.- Mural 9069ty, I Materials Quality and Durability for Proposed Mural Untitled by John Osgood (504 Fifth Avenue South) This mural shall be painted using Nova acrylic paint and products, widely regarded as the first choice of muralists across the country. Nova Color Artists Acrylic Paints has been made in Culverton, CA since the 1960s. Nova employs a tough, durable, 100% acrylic resin suitable for use outdoors. No additives are needed for exterior use. (By way of contrast: House paints or craft paints are often made with a less expensive and less durable latex or vinyl latex resin, designed to last 5- 10 years before recoating.) The American Society for Testing and Materials (ASTM) standard D5098 rates the lightfastriess of pigments (ie resistance to fading). Lightfastness I is the highest rating, and the majority of colors to be used in painting of this mural are rated 1. In addition, the clear topcoat Nova Color #216 Exterior Varnish or Nova Color #206 Gloss Medium & Varnish designed for exterior use by Nova will be applied to the completed mural to protect against dampness, fading due to UV rays or weather damage. Nova Color Axtists Acrylic Paints conform with federal art material labeling guidelines and have been reviewed by a toxicologist. All colors except the cadmium colors (rarely used in murals) are labeled as follows: No health hazard labeling required. Labeling conforms with ASTM D-4236. Chicago Public Arts Group recommends Nova paint in the painting of exterior murals, saying: "Many murals in Chicago have life spans of thirty years and more. With ongoing restoration and publication efforts, these works of art will speak to local, national, and international communities for decades to come." Users of Nova Color Acrylic Paints: Philadelphia Mural Arts Program Chicago Public Arts Group Kent Twitchell, (nationally known) Muralist John Pugh, (nationally known) Trompe L'oeil Illusion Artist Art Mortimer, (nationally known) Muralist George Yepes, (nationally known) Muralist RECEIVED 2012 DEVELOPMW cram 0 WALL LEASE AGREEMENT 0 AGREEMENT BY AND BETWEEN THE EDMONDS MURAL SOCIETY AND BRUNO GIRARDI This Lease between Bruno Girardi as Lessor (herein called "Wall Owner") and the Edmonds Mural Society, as Lessee (herein called the "Society", WITNESS THAT The Society has a program for expanding public experiences with visual art by placing works of art in public places and in places open to the view of the public; and The Wall Owner desires to participate in such program and to lease to the Society a building wall under its control for the display of a painted mural on panels (hereinafter referred to as the "Work") and plaque, that will be open to the view of the public from nearby public rights(s) of way; NOW, THEREFORE, in consideration of the mutual covenants hereinafter contained, the parties hereto agree as follows: Article 1. Lease Propeft. The Wall Owner hereby leases to the Society the entire west wall of the building (which space is referred to hereinafter as the "Wall") located at the property described as follows: Addressed 504 Fifth Avenue South, Edmonds, Washington. Article 2. Compensation and Payment Schedule. The Society agrees to lease the space described in Article 1 for a sum of One Dollar ($1) per year paid in a lump sum as compensation for the entire term of the lease. Lessor shall be paid by the Society for services related to this Agreement only as provided hereinafter. Such payment shall be in full compensation for use of the Wall as described herein. The total payment is subject to adjustment as set forth in Article 3a. Total payment shall be made as set forth below: Payment $10 Within ten (10) days of the execution of the agreement Article 3. Duration. The term of this lease shall commence on July 1, 2012 and shall terminate on June 30, 2022, a period of one hundred twenty (120) months, unless terminated earlier under special circumstances as subsequently provided. a. Execution of the right of termination under special circumstances as subsequently provided, the Wall Owner agrees that it will not intentionally destroy, obliterate, damage, alter, modify or change the Work, or in any way restrict or obstruct its view from the general public from nearby public rights(s) of way during the lease term. The Wall Owner may terminate this lease upon thirty (30) days written notice to the Society due to actual needs of the building for reconstruction purposes or to erect a structure that restricts or obstructs the view of the Work or if sale of the building is jeopardized by having the agreement in place. b. The Wall Owner agrees not to post signs or posters of any kind on the same wall as the Work. c. The Society is responsible for all routine cleaning, maintenance and/or repair of the Work. d. In the event a person other than the Wall Owner erects a structure that, in the opinion of an authorized representative of the Society, restricts or obstructs the view of the Work, the Society may terminate this lease upon thirty (30) days written notice to the Wall Owner RECEIVEV Page 1 of 3 11 im 11 201Z DEVELOPMENT SERVICE�'-- COUNTER e. In the event the buildiopon which the Work is executed is sold Ag the term of this lease agreement, the Wall Owner shall condition such sale upon the acceptance of and adherence to the terms of this lease by the new building owner. Article 4. Entire Agreement. This writing embodies the entire agreement and understanding between the parties hereto, and there are no other agreements and understandings, oral or written, with reference to the subject matter hereof that are not merged herein and superseded hereby. Article 5. Modification. No alteration, change or modification of the terms of the Agreement shall be valid unless made in writing and signed by both parties hereto. Article 6. Waiver. No waiver of performance by either party shall be construed, or operate as a waiver of any subsequent default of any terms, covenants and conditions of this Agreement. Article 7. Governing La This Agreement, regardless of where executed, shall be governed by and construed in accordance with the laws of the State of Washington. Article 8. Heirs and Assigns. This Agreement shall be binding upon and shall inure to the benefit of the Society and the Artist and their respective heirs, personal representative, successors and permitted assigns. Article 9. Dispute Resolution. All disputes or controversies that may arise between the parties with respect to the performance, obligations or rights of the parties under this Agreement, including disputes as to the physical acceptability of the work on the Wall or any alleged breach thereof, which cannot be otherwise settled shall go to binding arbitration. Article 10. Notices. All notices, requests, demands and other communications which are required or permitted to be given under this Agreement shall be in writing and shall be deemed to have been duly given upon the delivery or receipt thereof, as the case may be, if delivered personally or sent by registered or certified mail, return receipt requested, postage prepaid, as follows: If the Society, to: Jeff Stilwell Manya Vee Selects 409 Main Street Edmonds, WA 98020 If the Lessor, to: Bruno Girardi 504 Fifth Avenue South Edmonds, WA98020 RECEIVED Page 2 of 3 JUN 11 DEVELOPMENT SERVICI;'.':. COUNTER IN WITNESS WHEREOF, the Wall Owner has executed this agreement by having the signatures of its authorized representatives affixed in the spaces provided below. IN WITNESS WHEREOF the parties hereto have executed this Agreement on the day and year first written above. Society: Edmonds Mural Society BY* Jeff Stilwell TITLE: Director DATE: S-) -7 LESSOR: Bruno Girardi DATE: 5-/:�/ ( —,2 Page 3 of 3 0 Evidence of Assumption of Liability by Designee of Proposed Mural Untitled by John Osgood (504 Fifth Avenue South) NAME WITI 11 "A CITY: PHONI EMERGENCY CONTACT: EMERGENCY PHONE: I hereby release and absolve Edmonds Mural Society and any and all of their agents, directors, board, agents, staff, personnel and/or volunteers from any liability for any accident or injury that might occur from my participation in any activity sponsored by the Edmonds Mural Society or any practice thereof. I ftirther agree to release and hold harmless Edmonds Mural Society and any and all of their agents, directors, board, agents, staff, personnel and/or volunteers and agree to indemnify each of them from any and all claims, costs, suits, actions, judgment, and expenses, arising from my participation in any activity sponsored by the Edmonds Mural Society or any pywfiqe thgeof ;'��i "�r (si&We4-6y parent r1eg#7guar o oWlf Ader the age of 18) Date ii im 112012 DEVELOPMENT SERVICE" COUNTER �'p C. i S 1) "j CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering September 10, 1999 Mr. Rob Long Lovell-Sauerland & Associates, Inc. 19400-33'd Avenue West, Suite. 200 Lynnwood, WA 98036 SUBJECT: Proposed Restaurant at 504 Fifth Avenue South (ADR-99-128) (I!C 99-225) tzo (9 D ear bU—Luff g,- BARBARA FAHEY MAYOR The Engineering Division reviewed your civil site design. The review team notes the following revisions/corrections. Please contact the review team members directly for questions regarding their comments. Storm Drainag-e- — Don Fiene. Asst. QU fnj�t:neer at (425) 771-0220, Fat. 323 • Provide contours on site, especially at elevation 74 and 76. • Show how storm water will be directed away from the existing building in the northwest comer of the site. LaC dc 0 Provide information on existing pavement marking and signage on Fifth Avenue South and on Walnut Street. Propose necessary revisions. 0 Provide information on location of existing handicap accessible ramps, or show proposed revisions. • Show how alley will be paved across frontage of property. • Show proposed traffic signage on -site. When the revisions are complete, please return the attached redlined plans together with three sets of revised plans for additional review. It will be necessary to provide a construction cost estimate for City staff to determine the Engineering Division fees. If you have any other questions, do not hesitate to contact me at 425-775-7744. Sincerely, ?OIR',6D N C. HYDE Development Services Engineer GCH/cmc c: DST Kathi St. Peter;; 8122-206' Street SW; Edmonds WA 98026; Fax (425) 774-6416 Patrick Girardi; PO Box 1535; Edmongs WA 98020 Incorporated August 11, 1890 R:\ENGR\GORDY\9128. DOC Sister City - Hekinan, Japan CITY OF AONDS COMMUNITY SERVICES DATE: %14,158 Received of: 111/11-� Phone: Address: Project Location: Check No. I / (-/6Cash Total Received 1$ Water Meter Size: Amount Water Connection Fee Sewer Permit/Repair Trunk Charge Sewer Connection/LID Fee RfW Construction Permit Fee Street Cut/Restoration Fee (620 Fund) Street Disruption Fee (111 Fund) Engineering 2.2% Inspection Fee Engineering Specs & Plans Fee Storm Drainage Fee Street Use Permit Building Permit Fee - Type IQ, Plan Check Fee State Surcharge @22 Fund) Zoning Application Fee - Type Shoreline Permit Fee SEPA Review Fee Recording Fee Maps/Books Photocopies Traffic Mitigation Fee Sidewalk Contribution WtA Z,�� LK- v D -- A,('a Received by'k Permit No. G ANO-qq-111 to SIGN & AWNING PURCHASER NAME & ADDRESS GIRARDIPS The Old Sure you can building EDMONDS, WA 98020 Patirick Girarli, 20M5-2261 VIPR(W.06AL CdftAdt Date: JULY 14, 1 M FAX: 4264W7201 Electrical C06twtw. AMMA&MM Electrical AdminisUftr. WA RE, EXMWRAWNG DISPLAY- NEW RESTAURANTIN SFICBMA 71 'Fabricate and install Two (2) owning displays. The first one to be an entryway 112 band design sproftately 111 wIde, 4' high and S' proodlon. The ownIng will be mounted over doorway an Wsting 9TUCturO PrWAded byallhers. The second owning will be opprcximately 26-8" wide, 3' high and 3' projection mounted am vAndam on'EM elevation. 00isplays to be nonilluminated. *Awning construction to be with 1" square tube with full welded jcints by state certified WASO wwdam. 'Fabric cover to be Sunbrefle (100% soluW dyed acrylic fabric) or equal (color to be determined).. Cavw to be attached using standard lacebar and C-rail combination. 'C-Aford I's I In custom script vAll be h#Ad I al to onthe sign band of 25'-B" awning and on the face of the 112 barrel with two (2) ooeft of eff white ecryile painL Callor to be determined. Other words or graphics may be applied at an agreed upon price. 'FULL ONE (1) YEAR WARRANTY ON ALL PARTS AND LABOR. *FULL THREE (6) YEAR WARRANTY ON FABRIC COVER. "Permits by owner c4nrect price: 3,SM.00 Bolas T10C. 3 343.14 -100�— 111 _4.=14 Lem Deposit S2,10967 Balance: $2.108.S? The above listed Ham Will be Pfoduo6d per the design and WoollicAlons approved by the Pumhoser. Any clungan "or --, "asu*d to addkkml chor by the $War to covet nomial Ishor and rndwW oftrges. TheSelerherabyscienon PI-ScOptafthesbov deposit. paid on them, c0lion of this Agme., Wt. This 00 w avidis afgood b1h on peft afttm purdww, due to the custorn nuture ofthe ptodud and Is non nd4nd". and go make4srua nal hi& I dj1pilm of order. to the event the Purchaser ftarn4n this pum+m ttircuo a testing coagiany of other acam ft cc*W wM rt� Mh Inalliled~&1ho linancing Is not appr . Unim prior smingamonts have been - I . the bi I F 1 Is to be pold in AA upon $*Ileft hedo at dd� My of upon hftb"*n (pmvkkd that 0 Installatton Is dolayed through no fault of Sollor, then primW is due on deto SaIIII& ij "aft. Wft ad Als to baffim or dellm to CH"), IF any paymot mQuked to to mods heroin has not boon paid In PA VAM due. Putdiissai ttor�w h poir ja - 'INP callection dwMp to 5% of the bolance duo. plus 1 112 4A Interest per moft an the ur"id boarm. 3der mwwa tho'" to Nam tho oroduct If arvy belarros remains unpaid, whkh action vdd in no vmy remove any obligation of dm Pwthasw to psy the amourb duo. AN Ptoducts Wo tabrboted end Installod pat Indudrystanclards; rW vAll rneat or awmad cod* r@"ftwmt%, The wa"sr4yvM 0* be' spilirprodwClis Paid for in RA. . Purdmar WW furnish and Mdall amdricai somm had vMng and 9sAdles of adequate capsalty as to A* Comply With as kw flIquftnuts. Ind " bfing sorWce to a p*R Immediately a*= to daft, and dmn pay 4 dogift esneko ftr , oftion ct the dleft. 100 Pumbasor wearrvis that the Installatlion 10CMIMn of the d1sploy.1ml 9 hm abotnictions. Purdwor to respers" for any approveh, ass92p"aft or losa. inchAft p@ WWW pgope.1y bows, old Wss, o"Scam t6w 0, Iasi M a led to the h4allation and use ofthe 01spisy. AN costs and G*Wtsas. ftluding ramonable ownWs to" Irwirred,* SAw at 4 ftd� I" WAMI"l? ft ~101 Of Pufcftw Of 11116 Se"Ot sW be pold by the defaulting Patty won domenid. rft plus ja6 we be vW wift � ' 9-1 rmithh30days. AGREED A ACCEIPITED PURCHASER AMPAU BY; BY: DATE: 1,VED R F. C F- - AUG 2 6 1999 :RVICES CTR- DEVELOPMENT SE CITY OF EDMONDS o 7629 Lake Ballinger Way 9 Edmonds. WA 98028 a (425) 778-0327 e Pax coo OVID/Sliauvalo ZOZL 96C SZt YV-4 9Z:TT 666T/QT/90 1-0 C. 1891.1 August 2, 1999 Kathi St. Peter 8122 206'h Street SW Edmonds, WA 98026 0 0 CITY OF EDMONDS 121 5TH AVENUE NORTH . EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering Subject: ASSIGNMENT OF ADB, HEARING DATE Dear Ms. St. Peter: BARBARA FAHEY MAYOR Your application is now complete and has been scheduled for review by the ADB at the time and place listed below. Action: Architectural Desian Board Review File No. Assigned: ADB-99-128 Date of Meeting: Aumt 18, 1999 Time: 7:00 P.M. , or as soon thereafter as possible. Place: P Floor Meeting Room, #304 Edmonds City Hall 121 5th Avenue N. Recommending Body: Architectural Design Board I have attached a copy of the Engineering comments for your reference and connivance. I would recommend you speak with Gordy Hyde, Development Services Engineer, with regard to the parking area and access. In reading the Engineering comments he is not recognizing the parking lot access as one-way: as I explained previously at the counter, he will require the stalls to be angled before the access is considered for one-way access. Also be aware that your presence at the hearing is highly advisable. If an applicant or his representative is not present, the item may be moved to the end of the agenda. Items not reached by the end of the hearing will be continued to the following month's agenda. If you have any further questions please contact me at (425) 771-0220. Services Department - Planning Division 4- cc: (- Gofy Hyde, Ilevelopment Services Engineer . FilikNo.. ADB-99-128 ADB991282.DOC Incorporated August 11, 1890 Sister City - Hekinan, Japan - , - - 4 4& row RSCEIVCD JUL 2 3 1999 PERMIT COUNTER Mr. Gordon C. Hyde Development Services Engineer Dept of Community Services City of Edmonds 250 5th Avenue N. Edmonds, WA. 98020 JUL 2 3 19M ENGINEERlig(3 Re: Traffic Generation Girardi's Restaurant - 504 5th Avenue S. - ADB-99-128 Dear Mr. Hyde: ENGINEERS / SURVEYORS / PLANNERS / DEVELOPMENT CONSULTANTS July 23, 1999 LSA No.3399 C�P, 0 fk The purpose of this letter is to respond to your July 6, 1999 memorandum to the Planning Division provide traffic information regarding the Girardi's restaurant located at the southwest corner of 5th Avenue South and Walnut Street. According to plans prepared by North Sound Design, the proposed project consists of an 1,309 sf. addition to an existing 800 sf (main floor) building to create a 2,109 sf. restaurant. Trip Generation The total number of net new vehicle trips are those trips generated by the new land use less those trips generated by the existing land use. The existing structure on -site housed a facility that taught people how to use computers. It is no longer functioning at this location. No direct traffic counts for the facility are available. It is estimated that 10 to 20 people per day the location for instruction. Trip generation based on this number of students would be an estimated 20 to 40 average weekday daily trips (ADT) The number of trips from the proposed restaurant can be estimated using land use category 831, Quality Restaurant , of the ITE Trip Generation Manua ' 1, 6th Edition (1997). Quality Restaurant is defined as consisting of "eating establishments of high quality and with rates usually of at least one hour or longer. Generally, quality restaurants do not serve breakfast; some do not serve lunch; all serve dinner. Often the restaurants in this land use are not a chain and reservations are required." The proposed restaurant fits this definition. It does not initially plan to serve lunch, but may in the future. The expected trip generation from the proposed building is shown in the attached table. With this level of trip generation, the traffic impacts can be mitigated by payment into City of Edmonds traffic mitigation program. It is expected that the City will be able to determine appropriate under its traffic mitigation policy. Sincerely, Dale B. Watkins, P.E. Lovell-Sauerland &Associates, Inc. 19400 33rd Ave. W.. Suite 200, Lynnwood, WA 98036 800-775-7663 425-775-1591 425-672-7998 fax no . . ........ ...... ......... .............. .............. ............... ............ .... . . .. . ..... . . . . . . ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ xxxx . .......... ... ........... ........... . .......... Total Average Weekday Daily Vehicle Trip Ends (ADT) ............... ............. ............... ........................... . ........... .............. ................... ............ ............ . .............. ........................... .. ........ Restaurant 2,109 sf 89.95ADT/1 000sf 190 ADT Existing Use 30 ADT Net Daily Trips 160 ADT Total PM Peak Hour Trips Restaurant 2,109 sf 7.49tph/1000sft 16 tph Existing Use 3.78 tph/1000 sf --Itph Net Peak Hour Trips 13 tph (inbound = 8, outbound = 5) 1 . Based on ITE Trip Generation Manual, 6th Edition. MEMORANDUM Date: July 6, 1999 To: Planning Division q( I From: Gordy Hyde, Development Services Engineer '01 Subject: AD13 for Girardi's at 504 — 5hAve. S. (ADB-99-128) The Engineering Division reviewed the application and has the following comments. > The City Engineer must approve a site plan designed by a registered civil engineer prior to construction approval. > Water quality amendments must be constructed for all outside parking areas. Stormwater detention is required for all new impervious surfaces. > Minimum drive aisle width for two way traffic is 24 feet. > Frontage improvements will be required to be constructed across the entire property frontage on Walnut St. > The City traffic engineer must approve a trip generation report submitted by the applicant. The trip generation report should describe the number of new trips generated by the change of use and addition on this site. It may also be necessary to prepare a traffic mitigation package if the number of trips generated require. The application is not complete for Architectural Design Board review until the traffic report is approved. City of Edmonds V, Development Services Department 0 MEMORANDUM Date: July 29, 1999 40 To: Planning Division From: Gordy Hyde, Development Services Engineer q6k�_ Subject: ADB for Girardi's at 504 — 5' Ave. S. (ADB-99-128) The Engineering Division reviewed the traffic generation report that the applicant submitted on July 23, 1999. The report is approved and a copy is attached for your reference. The Engineering Division has the following comments. > The City Engineer must approve a site plan designed by a registered civil engineer prior to construction approval. > Water quality amendments must be constructed for all outside parking areas. Stormwater detention is required for all new impervious surfaces. > Minimum drive aisle width for two-way traffic is 24 feet. > Frontage improvements will be required to be constructed across the entire property frontage on Walnut St. The application is now complete for Architectural Design Board review. The applicant must comply with the requirements of all future permits. City of Edmonds Development Services Department 0 0 7, Mr. Gordon C. Hyde Development Services Engineer Dept of Community Services City of Edmonds 250 5th Avenue N. Edmonds, WA. 98020 1/1-"", IIDP� V Re: Traffic Generation Girardi's Restaurant - 504 5th Avenue S. - ADB-99-128 Dear Mr. Hyde: ENGINERS / SUMIS / M-UM / DEVBMM CMSUMUIIS July 23, 1999 LSA No.3399 4elp C'��*tloo 00 ,0, ?, S ASSY The purpose of this letter is to respond to your July 6, 1999 memorandum to the Planning Division provide traffic information regarding the Girardi's restaurant located at the southwest comer of 5th Avenue South and Walnut Street. According to plans prepared by North Sound Design, the proposed project consists of an 1,309 sf. addition to an existing 800 sf (main floor) building to create a 2,109 sf. restaurant. Trip Generation The total number of net new vehicle trips are those trips generated by the new land use less those trips generated by the existing land use. The existing structure on -site housed a facility that taught people how to use computers. It is no longer functioning at this location. No direct traffic counts for the facility are available. It is estimated that 10 to 20 people per day the location for instruction. Trip generation based on this number of students would be an estimated 20 to 40 average weekday daily trips (ADT) The number of trips from the proposed restaurant can be estimated using land use category 831, Quality Restaurant , of the ITE Trip Generation Manual, 6th Edition (1997). Quality Restaurant is defined as consisting of "eating establishments of high quality and with rates usually of at least one hour or longer. Generally, quality restaurants do not serve breakfast; some do not serve lunch; all serve dinner. Often the restaurants in this land use are not a chain and reservations are required." The proposed restaurant fits this definition. It does not initially plan to serve lunch, but may in the future. The expected trip generation from the proposed building is shown in the attached table. With this level of trip generation, the traffic impacts can be mitigated by payment into City of Edmonds traffic mitigation program. It is expected that the City will be able to determine appropriate under its traffic mitigation policy. Sincerely, - �/: 1, /, 5,11,,-1 -_-_ ;,-- � �--L Dale B. Watkins, P.E. Lovell-Saueriand & Associates. Inc. 19400 33rd Ave. W., Suite 200. Lynnwood. WA 98036 800-775-7663 42S-775-1591 425-672-7998 fax