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111 MAIN ST.PDFIIIIIIIIIIIIII 11928 111 MAIN ST .0 40' ADDRESS: / / I Ill=SZLt—� TAX ACCOUNT/PARCEL NUMBER: ((0=1ED� W I.2 09. 2-04 BUILDING PERMIT (NEW STRUCTURE):IiqPU20 COVENANTS (RECORDED) FOR:chvG-950rDjgOlyj CRITICAL AREAS:— qa; DETERMINATION: ❑ Conditional Waiver ❑ Study Required kZ'Waiver DISCRETIONARY PERMIT #'S: "LU� I5 , 151 DRAINAGE PLAN DATED: 4.2co-QLv PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: • ' �h.� �� l .1.: .: 9 IN 1._.l 1 �i�riJ� 1'. Lid; 17 .�`, �r ,. .ti f : i1J i9 `1 1pi 11 11 G MIT 4-1- I mil /117�.1: ;tip f,.l ♦ .� NO 5fel �1' ��i�� ;, ��ir 1• i /�.� /_-1 I:.L PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: 4, L3- o5 SEWER LID FEE $: LID SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: t - 2.�' q Lp SIDE SEWER PERMIT(S) #: -H2— GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: 515 FOR: imn ilb WATER METER TAP CARD DATED: 3a I • to, Tp OTHER: RDW %'25T (watw) LATEMP\DSTs\Forms\Street File Checklist.doc L=111.6 EL-104.0 BTM EL- 110.0 TOP " r 9 "A" " 1 0.8 120.00' rrp"111,8' -_ 30'-0 f ar-o- �-= 90'-o__>c _ \ IS RESIDENCE 204 SUNSET AVENUE I' / TOP OF FTG = EL. 100,5� I TOP OF SLAB = EL.101.0 �r�,r.� � I r 1 MAIN FLOOR = EL. 110.052 �- I t r _. I ` M T"" 9AIF.O1«CGONL I,.;,o ♦ rwxtwrA K ' Q Q — n�iul l l.'lr ie7 tv 10.9' OFMkDOMr o � 24" DIA x 32"-0" DETENTION PIPE � EL=1010 BTM _ - �—_ 109.0 EL=110.0TOP 1 dl FLOT FLAN 1 - 20 -o HEIGHT CALCULATIONS LEGAL DESCRIPTION "A" 11 o BELL 5ME& LOT 12 BLOCK 11 EDMONDS PLAT OF RECORDS "B" ilo.w OF SNOHOMISH COUNTY,WASHINGTON. VOL 1, PAGE 28 rr --_-� ^ TAX NUMBER C" 111.T 00434401101200 "D" 111.v MANHOLE BENCHMARK LOT SIZE AVERAGE GRADE = 111.3' ELEV=100.73 7,1� sa MAX HT ALLOWED =136.3' LOT COVERAGE ACUTAL MAX HT = 135.885' 2,613.25 SO FT , 34.92 % ZONING RS-6 OWNER ALAN YOUNG 1,11WMAINaSTREET� - #201 EDMONDS, WA 98020 425-670-2256 *APPROX 12" TO BE REMOVED FROM SITE + 296 CU.YARDS AREA FOR GARAGE/SLAB = *EXCAVATE FOR FULL BSMT 1900 SQ FT X V-0" = 633 CU,YARDS TOTAL SOIL TO BE REMOVED FROM SITE 929 CU,YARDS RECEIVED APR 13 2005 PERMIT COUNTER • • Critical Areas Checklist Site Information Project Name: Permit Number. ivs a v AJ.e n, Site Location: Property Tax Account Number. '113Wc/Z�o.� = occ Approximate Site Size (acres or square feet): Have you filled out a Critical Areas G' wklist for a project on this site before? General Site Conditions do 1. Has the site been cleared or logged? VVZ3 Date of most recent action: u�1kNo�ti1 Soils / Topography ucaa.J 2. In the Snohomish County Soil Survey, what is the mapped soil type(s)? 3. Describe the general site topography. Check all that apply. ✓ Flat: less than 5 feet elevation change over entire site. . Rolling. slopes on site generally less than 15% (a vertical rise of 10 feet over a horizontal distance of 66 feet.) Hilly: slopes present on site of more than 15% and less than 30% ( a vortical rise of 10 feet of horizontal distance.) . Steep: grades of greater than 30% present on site. Comments Hydrology/Vegetation 4. Site contains areas of year-round standing water. �fc 5. 6. 7. 8. Site is primarily: forested : meadow ;shrubs / 9. Obvious wetland is present on site: 10. Wetland inventory or map indicates wetland present on site: del 11. Critical Areas inventory or map indicates any Critical Area on site: /JG for<Gty 9. Only ST��TT FILE Site contains areas of seasonal standing water. rJy Approx. Depth Site is in the floodway o floodplain----A v of a water course. Site contains a creek or an area where water flows across the grounds surface? tdy flows are year-round? Flows are seasonal? ; mixed lB9U-19�� City of Edmonds 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 information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the chec list, 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 With a signed copy of this form, the applicant should also submit a vicinity map of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant is encouraged to include any other pertinent information or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site. I have completed the attached Critical Area Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner / Applicant: Name Title Street Address City, State, ZIP Phone Signature Date Applicant Representative: Name JOOJ��A.�NG (aa�„ - Title .316f AU,-7r AIfIC- Street Address 961Z1 City, , ZIP Phone Z i5'9 SigW"e ate t i Applied Geotechnology Inc. Geotechnical Engineering Geology & Hydrogeology i A report prepared for P&L Enterprises Post Office Box 38 Mountlake Terrace, Washington 98043 GEOTECHNICAL ENGINEERING STUDY PROPOSED TWO-STORY NIXED USE BUILDING EDMONDS, WASHINGTON AGI Project No. 15,546.001 by Wesley eKlotz Staff ngineer u. 41Ail Garry H. Squires, P.E. Project Engineer APPLIED GEOTECHNOLOGY INC. 300 120th Avenue N.E., Building 4, Suite 215 Bellevue, Washington 98005 206/453-8383 December 27, 1990 Applied Geotechnology Inc. /l�/YIl47NSTL� INTRODUCTION Project Description Applied Geotechnology Inc. This report presents the results of our geotechnical engineering study for a proposed residential/commercial building to be constructed at your site in Edmonds, Washington. The project area is shown on the Site Plan, Figure 1. We understand you propose to construct a two-story structure which will incorporate offices and luxury condominiums on the first and second floors, respectively. In addition, one level of below grade parking, with concrete slab -on grade floor, is proposed. Based on a review of preliminary plans provided by your architect, Mr.. Ronald D. Johnson, maximum cuts of approxi- mately It feet below current site grade will be required to establish final subgrade' elevation for below grade parking. Finish floor grade for the parking area is proposed at about Elevation 32.5 feet (Elevations in this report are based on plans entitled "Proposed Condo/Office Bldg.," Ronald D. J Johnson, Architect, dated November 17, 1990). We understand structural loads on interior columns and perimeter strip footings will not exceed 60 kips and 4-kips per lineal foot, respectively.. Scope of Services We performed our geotechnical engineering study in accordance with our 1 October 9, 1990 proposal. Our scope of services included field exploration, geotechnical laboratory testing, engineering analyses, and preparation of our final report containing the study results. Specifically, our scope of services comprised the following: o Site exploration by 2 borings drilled in the range of 18 to 23 feet below current site grades. o Laboratory testing to assess certain engineering characteristics of the soils encountered. Testing included gradation analysis and moisture -density tests. o Recommendations regarding inclination and protection of temporary excavation slopes. o Recommendations for design of temporary excavation retention and permanent subsurface walls, including parameters for active and passive lateral earth pressures. o Recommendations for temporary and permanent drainage control. 7 o Evaluation of the suitability of on -site soils for use as fill, gradation criteria for imported fill materials, and placement/ compaction criteria for on -site and imported structural fill mate- rials. 7 Existing Nova Tech Plaza Building Property Line E 3 9.8 .•.r:..::::: •:�: -.......:........................ i. t Grad•��P••.••. e arkin.��. E 4 2.3 1 I Below Grade Parking FF @ E 32.5 t `o z ' m m I m a v c N 1 B-2 1 A I i E 34.4 Main Street E 40.8 LEGEND . IN' B-2B oration umber and approximate A, A'. Cross Section Location 0 10 20 Scale In Feet E2 Elevation, based on plans referenced Reference: Drawing titled 'Basement Floor Plan' provided by Ronald Johnson, In text Architect, dated 11/17/90. Applied Geotechnology Inc. Site Plan FIGURE Geotechnical Engineering P&L Enterprises/Edmonds S.I. Geology & Hydrogeology Edmonds, Washington JOB NUMBER DRAWN APPROVED DATE REVISED DATE 15,546.001 DFF u/l� 27 Dec. 90 - -2- Applied Geotechnology Inc. o Recommendations for foundation support of the proposed structure, including allowable soil bearing pressures, minimum width and depth requirements, and estimates of settlement for conventional shallow foundations. o A final written report containing our findings, conclusions, and recommendations. SITE CONDITIONS Surface The project site, currently used by the U.S. Postal Service for vehicle parking, is situated northwest of the intersection of Second Avenue North and Main Street as shown -on the Site Plan, Figure 1. The project area is bordered by Second Avenue North to the east, by an alley to the west, and by Main Street to the south. Nova -Tech Plaza, a four-story commercial building, is situated adjacent to the north property boundary. Topographic relief across the site, which slopes down to the west, is on the order of 8 feet. Current site surfacing comprises gravel and asphalt. A railroad tie retaining wall, approximately 3 feet high and landscaping extends along the south property boundary. Landscaping also borders the property on the north and east. Subsurface We explored subsurface conditions at the project site by drilling two borings, located as shown on the Site Plan, to a maximum depth of 23 feet below current site grade. Boring 1 encountered Fill overlying glacial Outwash sand which in turn is underlain by glacial Till. Boring 2 encoun- tered only the glacial Till. We characterized the soils encountered and developed the general stratigraphic profile described below, and illus- trated on Cross Section, Figure 2. Fill: We encountered loose Fill to a depth of 2 feet in Boring 1. Fill is described as fine-grained silty sand with a trace of gravel and is charac- terized by low strength and moderate compressibility. Because of its generally fine grained texture, this material is moderately moisture -sensi- tive. Outwash: Underlying the Fill in Boring 1, we encountered 7 feet of medium dense Outwash, comprised of fine grained sand with silt. Outwash is characterized by moderate strength, low compressibility, and generally low to moderate moisture sensitivity. MCC A 45-f P S P Existing Ground Surface i . B-1 A' 0 A • 2u� Ronald Johnson, Architect, dates 'It zavau. - FIGURE Applied Geotechnology Inc. Geotechnical Engineering Cross Section A -A' P&L Enterprises/Edmonds S.I. 2 ��Is,dl,a;N,,,,,ft,ii1efQf„a,io,,,,subsurface co,,,,. TM Cross @ Geology 8 Hydrogeology �6 Edmonds, Washington tone Dated on interpolation and extrapolation of data from poAngs. Achad ow4tions we wDeLndally more complex than depicted and'wUl APPROVED DATE REVISED DATE vary bet -'so boMps. A0ldoes not represent the conditions Wusuatedasexact. but reoopni:a JOB NUMBER DRAWN 27 Oec. 90 to tt 15 548 001 OFF • Applied Geotechnology Inc. Till: Till, comprising dense to very dense fine to medium grained silty sand with some gravel and occasional cobbles, underlies the Outwash in Bor- ing 1. We encountered Till at ground surface in Boring 2. When undis- turbed, Till exhibits high strength and low incompressibility. However, it is highly moisture sensitive and will become difficult to handle when wet. Table i summarizes the descriptions and geotechnical characteristics of the units encountered. More detailed descriptions of the subsurface conditions encountered at individual exploration locations and a description of field equipment and sampling procedures are presented in Appendix A. Groundwater We did not* encounter an established water table within the depths explored by our borings. However, we encountered a small amount of perched ground water, in the form of seepage, in Boring i at approximately 9 feet below existing grade. The seepage depth corresponds to the contact between Outwash and underlying Till. We expect other zones of seepage may be present within more granular layers of the Till. CONCLUSIONS AND RECOHHENDATIONS General Based on the results of our exploration and laboratory testing, it is our opinion site development can proceed generally as planned. Construction of the below grade portions of the structure will require temporary excavation retention with the exception of the north wall which can be constructed using cut slope methods. Adequate foundation support can be provided by a shallow spread foundation system. Design recommendations for these :and other aspects of the project are presented below. Site Excavation and Earthwork Excavation for the below grade parking level of the proposed building will require maximum cuts at the northeast corner of about 11 feet below exist- ing grade. We expect excavation to planned basement grade will encounter Fill, Outwash, and terminate in dense to very dense Till. A 16-foot set- back for the proposed excavation is planned along the north property line, adjacent to the.Nova-Tech Plaza building. Accordingly, it should be possi- ble to accomplish excavation along the north side using a cut slope. However, excavation along the east, south, and west property lines will require temporary retention to protect adjacent streets and rights -of -way. -5- Table is SUMMARY OF GEOTECHNICAL UNITS Density/Consistency Value as a Suitability Approximate and Suitability Subgrade When Not Subject to for Foundation Descriptive Depth to soil Moisture Condition Soil Moisture as Sensitivity ,on -site Fill Frost Action Support Name Top (feet) Description of Fill 0.0 Dark brown silty sand; Loose; moist Moderate Adequate when Unsuitable Unsuitable fine-grained. with moisture trace gravel conditioned Outwash 2.0 Brown gray sand, fine Medium denser moist Low to Adequate when Adequate when Adequate when grained with silt moderate moisture recompacted recompacted conditioned Till 0.0 - 9.0 Gray silty sand. fine Dense to very dense; High Adequate when Suitable Suitable to medium grained with moist to wet moisture. some gravel and conditioned occasional cobbles Applied Geotechnology Inc. Localized zones of groundwater seepage may be encountered during excavation and must be controlled during construction. This may be accomplished by pumping from sumps interconnected by shallow connector trenches at the base of the excavation. It is our opinion that site excavation can be accomplished using normal excavation procedures. However, the Till is moisture sensitive, and may become difficult or impossible to work if excavation is performed during wet weather conditions. Furthermore, it may be necessary to use a ripper to expedite excavation of the Till. In our opinion, Fill, Outwash, and Till .are suitable for use as On -site Fill, with the exception of directly adjacent to subsurface walls, provided they can_be properly moisture conditioned for compaction. The site soils are moderately to highly moisture sensitive and may become difficult or impossible to work or compact during wet weather. Within 2 feet horizontally of subsurface walls, gravel backfill conforming to WDOT Stan- dard Specifications, Section 9-03.12(2) should be should be used to provide adequate drainage. Alternatively, Select Fill comprising free draining sand and gravel with less that 5 percent fines (silt and clay size particles). passing the No. 200 sieve may. be used as backfill behind subsurface walls and. for utility trenches. We recommend all backfill be placed in maximum 8-inch-thick. lifts, properly moisture conditioned, and compacted to at least 95 percent compaction (ASTM D-1557-78, Modified Proctor). slopes Construction of the northern wall of the parking garage will necessitate construction of a temporary slope. We recommend that both cut and fill temporary slopes by inclined at a maximum of 1-1/2:1 (horizontal:vertical). These recommendations are not intended to direct construction means, meth- ods,.techniques, sequences, or procedures. They are to be used only for design and not construction guidance. The contractor should be made responsible for construction site safety and compliance with local, state, .and federal requirements. All temporary slopes should be protected from the elements by covering with a protective membrane consisting of visqueen sheeting or some other similar impermeable material. All sheeting should overlap by at least 12 inches. Temporary Excavation Retention ' General A variety of shoring systems are feasible for use at this site. However, based on our experience we recommend a system comprising cantilever soldier piles. Because of the granular and cohesionless nature of the Outwash overlying the Till, horizontal lagging will be required between piles to prevent ravelling of soil and loss of ground. Recommendations for design parameters are presented below. :W1C Applied Geotechnology Inc. Lateral Active Earth Pressures Based on our subsurface exploration, the soils to be retained comprise Fill, Outwash, and Till. We suggest that a triangular lateral active earth pressure be used to simplify the shoring design and construction. The rec- ommended temporary shoring design soil pressures are shown on Figure 3. We recommend an additional uniform lateral pressure of 25 psf, correspond- ing to construction traffic loading, be included in design, as shown on Figure 3. This additional lateral pressure should be included in design of temporary walls adjacent to areas where vertical loading is anticipated. Soldier Pile Embedment Lateral movement of the portion of the shoring piles embedded below the excavation base will be resisted by passive soil pressures. We recommend the minimum embedment length of the piles be 8 feet below the lowest adja- cent excavation level. A horizontal spacing of 8 feet on center or less should be used in design for soldier piles. Our recommendations regarding lateral passive pressure for soldier pile design are presented on Figure 3. Installation Installation of temporary soldier pile and lagging retention systems gener- ally involves several steps. First, a pile hole is drilled at a predeter- mined elevation. A soldier pile, usually a vertical steel "H" beam, is then positioned in the hole, which is then backfilled with lean mix con- crete. Finally as excavation proceeds timber lagging, generally comprising pressure treated timber planking, is installed between soldier piles. The contractor or subcontractor responsible for construction of the tempo- rary shoring system should also be responsible for the system's design. He should be experienced in similar work and qualified to install temporary shoring as outlined in the plans and specifications. The contractor's work should be performed under the full time observation of a geotechnical engi- neer. If all or part of the constructed shoring does not meet the require- ments or tolerances outlined in the plans and specifications, the contrac- tor should, at his own cost, remove and replace any portion of the tempo- rary shoring that the engineer considers defective. Subsurface Walls The below grade portions of the parking garage walls need to be designed as retaining walls. Our recommendations for design lateral pressures are pre- sented below. In order to reduce the potential for build up of hydrostatic pressures, we recommend a permanent wall drainage system be included in design. -8- KI 7 I 7 7 7 7 i SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING 300 (Z-d) psf B ---01 25 P PassiveActive 48ter-al: traffic load ( Where Applicable) B- diameter of soldier pile d- depth below base of excavation required for construction of footings within 2Z from shoring wall Z- depth from base of excavation to tip of soldier pile, Z-d - 8 foot minimum H- height of shoring above base of excavation Notes: 1. Passive pressures assumed to act over three times soldier pile diameter B or pile spacing, whichever is.less. Values are in pounds per square foot. 2. Active pressures above excavation base should be assumed to act over pile spacing. Active pressures below excavation base should be assumed to act over the pile diameter (B). 3. Diagrams are Illustrative 'only. No relation to a specific portion of the proposed excavation is Intended. Refer to text for additional discussion. 4. The factor of safety for passive pressures Illustrated above is approximately 1.5,. Applied Geotechnology Inc. Lateral Earth Pressure Distribution FIGURE Geotechnical Engineering P&L Enterprises/Edmonds S.I. Geology & Hydrogeology 3 Edmonds, Washington JOB NUMBER DRAWN APPROVED DATE REVISED DATE A 15,548.001 DFF /� /� 12 Dec. 90 -9- Applied Geotechnology Inc. Design Lateral Pressures (reinforced concrete walls) Wall free to rotate at top: 35 pcf equivalent fluid weight Wall fixed at top: 55 pcf equivalent fluid weight Traffic surcharge: 25 psf applied as uniform lateral pressure Lateral pressures exerted on subsurface walls due to floor or other verti- cal structural loads should be added to the above soil pressures for design. We recommend a lateral earth pressure coefficient of 0.35 be used when considering such loads. Building Foundation Support We recommend the building be supported on conventional spread footings bearing in the undisturbed Till or Recompacted Outwash. Our recommended design parameters are presented below: Minimum Depth of Embedment Perimeter Footings: Interior Footings: Minimum Lateral Dimension Isolated Column Footings: Continuous Footings: Allowable Soil Bearing Pressure Undisturbed Till or Recompacted Outwash: Settlement Total Settlement: Differential Settlement: Time Rate: Lateral Loads Minimum 2 feet below adjacent final grade 16 inches below top of floor slab 2 f Get 16 inches 3,000 psf for all dead and live loads less than 3/4 inch less than 1/2 inch over 50 feet approximately 90% during construction Lateral loads transferred to footing elements can be resisted by a combina- tion of passive resistance against below grade portions of the structure and frictional resistance between foundation elements and the underlying subgrade. Our recommended design parameters are presented below: Passive Resistance: 300 pounds per cubic foot (pcf) equivalent fluid density Coefficient of Friction: .0.4 -10- Applied Geotechnology Inc. Slab -on -Grade Floors The lower parking level floor slab may be soil supported at planned grades. All On -site or Select Fill placed beneath floor slabs should be compacted to 95 Percent Compaction (ASTM D-1557-78). Recommendations for design are presented below: Subarade: Undisturbed Till, recompacted Outwash, compacted On -Site Fill, or Select Fill. Capillary Break: Minimum of 4 inches of free -draining sand and gravel con- taining less than 5 percent fines based on fraction passing the 3/4-inch sieve. Vapor Barrier: In areas where moisture would be detrimental to equipment, floor coverings, or furnishings inside the proposed building, a vapor barrier should be placed beneath the concrete floor slab. Reinforced plas- tic sheeting is satisfactory for this purpose. Protection Measures: A layer of sand, approximately 2 inches thick, may be placed over the membrane to protect it from damage, to act as an aid in curing of the concrete slab, and also to help prevent cement paste bleeding down into the underlying capillary break. Site Drainage Footina Excavation Drain: In the event that groundwater seeps into footing excavations, it should be possible -to remove it by gently sloping the base of excavation to one or more shallow sump pits and pumping the water from there to a positive permanent discharge system. Subsurface Wall Drains: These drains should be incorporated into design to mitigate seepage and build up of hydrostatic forces. A geotextile fabric drain is typically used for walls constructed in conjunction with temporary retention systems. For subsurface walls constructed using cut slope meth- ods, such as the north parking garage wall, a typical drainage detail is presented on Figure 4, Typical Wall Drain. Wall drains should be indepen- dent from any other drains and drainage should be directed to a positive permanent discharge system. LIMITATIONS AND ADDITIONAL SERVICES This report has been prepared for the exclusive use of P&L Enterprises, and their other consultants for this project only. The analyses, conclusions, and recommendations in this report are based on conditions encountered at the time of our field investigation, design information you provided, and our experience and engineering judgement. AGI cannot be responsible for the interpretation of the data contained herein by others. -11- SCHEMATIC ONLY'- NOT TO SCALE NOT A CONSTRUCTION DRAWING Slope to drain minimum bap�pfy'�'a'` !e a o ¢�adY j 4 Inch minimum diameter lffils e .• ,.... , �q %g�;?'Da a�� • :S)�%0 �a.�{?:oCS:p: tea• o�� em s. ." �..t•^1. .O. . 2 Inch minimum i 4 inch maximum LEGEND Surface seal; native soil or other low permeability material Gravel Backfill for walls;' WDOT Standard Specifications, Section 9-03. 12(2) 0 Drain Pipe; Perforated.or slotted rigid PVC, concrete, corrugated metal or aluminum pipe (with perforations or slots facing downward); tight jointed; with a positive gradient. Do not use flexible corrugated plastic pipe. Do not tie building downspout drains into wall drain. FIGURE Applied Geotechnology Inc. TYPICAL WALL utwri ut iiaiL. Geotechnical Engineering P & L Enterprises/Edmonds S.I. Geology & Hydrogeology 4 �6 Edmonds, Washington N APPROVED DATE REVISED DATE J00 NUMBER DRAWn/ 15,546.001 MCT lj(%� 27 Dec. 90 -12- 9 Applied Geotechnology Inc. Our services have been performed in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the area. No other warranty, express or implied, is made. We must presume the conditions encountered are representative of the entire property. However, you should be aware that subsurface conditions may vary between exploration locations and with time, and unanticipated conditions can and often do occur. If differing conditions are exposed during con- struction, or the design is modified, we should be requested to reevaluate our recommendations and to provide a written confirmation or modification, as necessary. We cannot be responsible for the applicability of our recom- mendations if not afforded this opportunity. To allow for these eventuali- ties, a contingency should be provided in both your construction budget and schedule. We recommend you retain us to review final project plans and specifications to verify that the intent of our recommendations has been properly inter- preted and included. In addition, to provide a measure of continuity, we also recommend we be retained to provide construction monitoring services during the geotechnical phases of project construction. This will allow us to verify subsurface conditions are as anticipated, and to observe and test the Contractor's work as your representative. -13- N • • APPENDIX A Site Exploration Applied Geotechnology Inc. We explored subsurface conditions beneath the site on November 12, 1990 by drilling 2 borings in the range of 18 to 23 feet below existing grade. Borings were advanced using a truck -mounted, Mobile B-61 hollow -stem auger drill. Possible exploration locations were limited by existing overhead utility lines, and site topography. Boring locations, as shown on the Site Plan, were established in the field by taping from the northeast property corner. Boring elevations were interpolated to the nearest foot based on an untitled undated topographic survey of the site provided by Ronald D. Johnson, architect for P&L Enterprises. Elevation datum is unknown. We used a split barrel sampler with a larger diameter than the standard SPT split spoon in our borings for this project, to obtain better quality soil samples for laboratory testing purposes.. The sampler was driven 18 inches in 3 consecutive 6 inch intervals with a 140 pound hammer falling 30 inches. The number of blows required to drive over the last 12 inches is reported on the boring logs. For engineering analyses, it is necessary to correct the number of blows per foot obtained with the modified sampler ,to obtain an equivalent "N-value.." The number of blows per foot actually recorded with the modified assembly, however, are the values shown at the appropriate sample depth on the. boring logs. Representative soil samples were classified in accordance with the Unified Soil Classification System which is presented, with a key to the Boring Logs, on the Soil Classifica- tion/Legend, Plate Al. All samples were sealed to limit moisture loss, labeled, and returned to our laboratory for further examination and testing. The boring logs, modi- fied to reflect the results of laboratory examination and testing, are pre- sented on Plates A2 and A3. The stratification lines, shown on the individual logs, represent the approximate boundaries between soil types; actual transitions may be either more gradual or more severe. The condi- tions depicted are for the date and locations indicated only, and it should not necessarily be expected that they are representative of conditions at other locations and times. -15- • 0 UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS I TYPICAL NAMES T-I 1-5, wpj WELL GRADED GRAVELS, GRAVEL -SAND MIXTURES COARSE GRAINED SOILS MORE THAN HALF IS LARGER THAN NO.200 SIEVE FINE GRAINED SOILS MORE THAN HALF IS SMALLER THAN NO.200 SIEVE GRAVELS MORE THAN HALF COARSE FRACTION IS LARGER THAN NO.4 SIEVE SIZE SANDS MORE THAN HALF COARSE FRACTION IS SMALLER THAN NO.4 SIEVE SIZE CLEAN GRAVELS W tH LESS THAN 5% FINES GRAVELS WITH OVER 12%FINES GW GP GM GC CLEM SANDS N LESS 50%FINES SW • «• 0 SANDSWITH OVER 12%FINES SILTS AND CLAYS LIQUID LIMIT LESS THAN 50 SILTS AND CLAYS LIQUID uMR GREATER THAN 50 SP POORLY GRADED GRAVELS, GRAVEL -SAND MIXTURES SILTY GRAVELS. POORLY GRADED GRAVEL -SAND -SILT MIXTURES CLAYEY GRAVELS, POORLY GRADED GRAVEL -SAND - CLAY MIXTURES WELL GRADED SANDS, GRAVELLY SANDS POORLY GRADED SANDS, GRAVELLY SANDS rr'-�.'.� SILTY SANDS, POORLY GRADED SANDSILT MIXTURES SM M CLAYEY SANDS, POORLY GRADED SAND.OLAY $C MIXTURES —_—_— INORGANIC SILTS AND VERY FINE SANDS. ROCK ML -- FLOUR. SILTY oR CLAYEY FINE SANDS, OR CLAYEY — — --_ SILTS WITH SLIGHT PLASTICITY INORGANIC CLAYS OF LAW TO MEDIUM PLASITICITY, CL GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS. LEAN CLAYS ORGANIC CLAYS AND ORGANIC SILTY CLAYS OF LOW OL PtAsncrtv INORGANIC SILTS. MICACEOUS OR DIATOMACIOUS MH FINE SANDY OR SILTY SOILS. ELASTIC SILTS INORGANIC CLAYS OF HIGH PLASTICITY. FAT CLAYS CH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY. OH ORGANIC SILTS PEAT AND OTHER HIGHLY ORGANIC SOILS HIGHLY ORGANIC SOILS I PT SAMPLE "Undisturbed" ® Bulk/Grab m Not Recovered ® Recovered, Not Retained LEGEND CONTACT BETWEEN UNITS Well Defined Change Gradational Change — — Obscure Change End of Exploration BLOWS/FOOT Hammer is 140 pounds with 304nch drop, unless otherwise noted S - SPT Sampler (2.0-Inch O.D.) T - Thin Wall Sampler (2.8-Inch Sample) H - Split Barrel Sampler (2.4-Inch Sample) MOISTURE DESCRIPTION Dry Considerably less than optimum for compaction Moist - Near optimum moisture content Wet - Over optimum moisture content Saturated - Below water table, in capillary zone, or in perched groundwater LABORATORY TESTS Consol - Consolidation LL - Liquid Limit PL - Plastic Limit Gs - Specific Gravity SA - Size Analysis TxS - Triaxial Shear TxP - Triaxial Permeability Perm - Permeability Po - Porosity MD Moisture/Density DS - Direct Shear VS Vane Shear Comp - Compaction UU - Unconsolidated, Undrained CU - Consolidated, Undrained CD - Consolidated, Drained Qwa Anp_nd PLATE vv•P .rises Edmonds SI Al Applied Geotechnology Inc. p / Geotechnical Engineering &L Enter Geology & Hydrogeology Edmonds, Washington DRAWN APPROVED DATE REVISED DATE JOB NUMBER 13 Dec 90 15,546.001 SES -16- o m 0. m y c 3 $ a E 3i- �cg og mu. o 0 T MD,MA 18.9. 102 24 5 MD 8.1 117 43 M 10.1 78 s 10 50/5" 15 50/50 20 50/5" 25 30 35 40 Equipment Mobile B-61 Land Surface 42 feet* Date 11 /12/90 Elevation DARK BROWN SILTY SAND SM loose, moist; fine grained, trace gravel (Fill). BROWN SAND (SP-SM) medium dense, moist; fine grained, with silt (Outwash). GRAY SAND (SP) medium dense, moist; fine grained, with a trace of silt (Outwash). GRAY SILTY SAND (SM) dense, wet; fine to medium grained, with some gravel, and occa- sional cobbles (Till). Becomes very dense and moist. No recovery. Perched water encountered at 9 foot depth. *Datum: Undated, untitled topographic survey provided by Ronald Johnson, Architect, 11/25/90 Applied Geotechnology Inc. Log of Boring 1 `ATE Geotechnical Engineering P&L Enterprises/Edmonds SI Geology & Hydrogeology Edmonds, Washington A2 JOB NUMBER DRAWN APPROVED DATE REVISED DATE 15,546.001 SES 1413 26 November 90 _1'7_ Equipment Mobile B-61 o H c y2 a o o a m CL Land Surface 38 feet Date 11 /12/90 S g 0D �. Elevation 0 u GRAY BROWN SILTY SAND (SM) very dense, moist; fine to medium grained, with some gravel, and occasional cobbles (rill). MD 11.7 129 50/6° _ . T 5 �+-+ 50/5" 10 MD 10.6 123 50/6" 15 50/5° 20 25 30 35 40 Applied Geotechnology Inc. Geotechnical Engineering Geology & Hydrogeology No recovery. No groundwater encountered. Log of Boring 2 P&L Enterprises/Edmonds SI Edmonds, Washington JOB NUMBER DRAWN APPROVED DATE REVISED DATE . 15,546.001 SES� 26 November 90 0 • General APPENDIX B Laboratory Testing Applied Geotechnology Inc. We conducted laboratory tests on several representative soil samples 'to better assess the soil classification of soil units encountered and to evaluate the material's general physical properties and engineering charac- teristics. A brief description of the tests performed for this study is provided below. The results of laboratory tests performed on specific sam- ples are provided at the appropriate sample depth on the individual boring log or in --this appendix. However, it is important to note that these test results may not accurately represent in -situ soil conditions. All of our recommendations are based on our interpretation of these test results and their use in guiding our engineering judgement. AGI cannot be responsible for the interpretation of these data by others. In general accordance with our General Conditions, the soil samples for this project will be discarded after a period of 30 days following comple- tion of this report unless we are otherwise directed in writing.. Soil Classification As mentioned earlier, all soil samples are visually examined in the field by our representative at the time they are obtained. They are subsequently packaged and returned to our laboratory where they are reexamined and the original description is checked and verified or modified. With the help of information obtained from the other classification tests, described below, the samples are described in general accordance with the Unified Classifi- cation System, ASTM Test Method D-2487-83. The resulting descriptions are provided at the appropriate sample location on the individual boring log and are qualitative only. The attached Soil Classification/ Legend, Plate Al, provides pictorial symbols that match the written descriptions. Particle Size Analysis A detailed grain size analysis was conducted on a sample of the Outwash material to evaluate its suitability for use as On -site Fill. The informa- tion gained from this analysis allows us to sification of the in -place materials. The Bi and classification symbols are provided a vidual sample description on Boring Log A2. provide a description and alas - results are presented on Plate s part of the appropriate indi- OVIC Applied Geotechnology Inc. Moisture-Densit Moisture content and dry density tests were performed on several samples obtained from the borings. The purpose of these tests is to approximately. ascertain the in -place moisture content and the associated dry unit weight (dry density) of the soil sample tested. The moisture content is estimated in general accordance with.th6 ASTM Test Method D-2216-80 and the dry unit weight is computed on the basis of this result and the volume of the sample container. The information obtained assists us by providing qualitative information regarding soil strength and compressibility. The results of these tests are presented at the appropriate sample depth on the boring logs. -20- US Standard Slev� Sfze OR•� :: U S Standard � SI@v0'iULl ber ... .. . HYdrOntet9r 3/8 . 4:,:>... 8 .: ;t6 : 30' .40 : 50' i00 200 ,...:.. :...: .. ::.:.......::... IIIIIIIIIIIIIIIINIIIIIIZ�NINIIIIIIilllllllllll IIIIIIIIIIIIIIIlO�IIIIII�l01IIIIIIIIIIIIIIIII I I IIIIIIIIIIII IINIII IIIIININI I IIIIIIIIII I I III I IIIIIIIIIIII IIG�I II IIIEIl01I IIIIIIIlIII IIIII IIIIIIIIIIIIIIIIR�II'III��Nlllllllllillllllli IIIIIIIIIIIIIIIIG�IIIIIGI0111111111111111111 II IIIII III IIIII INNIIIII'Nl l��lll 11111lllll 111l IIIIIII 11111110�11111 DI IIIII IIIIII�III IIIIIII�IIIIIIIIN IIIIIIaI�IiI��I�IN�II l IIIIIIIIIIIIII III GRAIN SIZE IN MILLIMETERS COARSE FINE COARSE MEDIUM. FINE GRAVEL SAND 5iLT or CLAY'. Imple Source Classification Sand (Sp-SM) fine grained, with silt i ft. J PLATE Applied Geotechnology Inc. Panicle Size Analysis Geotechnical Engineering P&L Enterprises/Edmonds S.I. B 1 Geology & Hydrogeology Edmonds, Washington DRAWN APPROVED DATE. REVISED DATE JOB NUMBER 12 Doc JO 15, 546.001 DFF !�!l Applied Geotechnology Inc. DISTRIBUTION 3 Copies P&L Enterprises Post Office Box 38 Mountlake Terrace, Washington 98043 Attention: Mr. Lee Stycket Quality Assurance/Technical.Review by:. J s B. Harakas, P.E. Pr ncipal WD/JBH/tag RgCE1VED APR 2 61996 COMMUNITY 5thv "'r'o THE TYNES BUILDING STORM DRAINAGE CALCULATIONS for TRENCH DRAIN FLOW CALCULATIONS Prepared By John W. Mellor, P.E. Apo, I / ZG1 /99(. F2F r%*FIv ao A PR 2 61996 0� THE TYNES BUILDING STORM DRAINAGE CALCULATIONS - TRENCH DRAIN Due to an under ground obstruction (telephone cable)it became necessary to replace the catch basin - pipe system with an above ground system. A trench drain was chosen as the most appropriate alternative. The dimensions of the channel used as a drain for runoff are bottom width 0.35', a height of 0.40', and sideslopes of 1:6. Calculations The area of the Main Street which drains to the subject trench drain system has dimensions of 30' wide by an average of 90' long for an area of 2,700 sq ft or 0.062 acres. A flow quantity is obtained with the equation Q = CIA where 0 = flow in cfs C = runoff cefficient for asphalt = 0.90 1100 = 2.9 inch/hr(using concentration time of 10 min.) A = 0.062 ac Q = 0.1618 cfs This runoff will be directed to an open channel with a bottom width of 0.35', sides with 1:6 grade, an n value of 0.018(for straight smooth earth channels, a conservative value for asphalt surfaces), and a slope of 0.0717. Using an HP 41 CX calculator with Manning's equation the following results were obtained: depth of flow = 0.114' velocity of flow = 3.84 fps As can be seen the capacity of the channel is more than adequate. If the channel becomes blocked the blockage is easily found and removed. This channel also empties directly into the 24" high capacity gutter at its west end. I found this gutter/channel type runoff conduit to be satisfactory for the use intended. 24" 11/16" 1/2" 3/4" 3/4") J APPROX. WEIGHT OLYMPIC FOUNDRY (1984) INC. GRATE - 29 LBS. SEATTLE, WASH. 8" x 24" x 1" TRENCH GRATE RATING - H-20 I PART NO. T824C-1 3/4" 1 1/2„ 1 1/2„ k co Li J Li Li Li Li Li U Li Li Li 36" APPROX. WEIGHT 77 LBS. 11/2" IOLYMPIC FOUNDRY (1984) INC. I SEATTLE, WASH. 83/4" x 36" x 1'/2" TRENCH GRATE RATING - H-20 I PART NO. T836E ..--.t.¢':w.`^ly��!�i✓� :./ `�!-r�,tx.�,mp.-r:IL-:i i r,.r,.,,JxJiF2'JI`K' I � eo 89p.1q �.: P�4m,� EXPIRES 90 -yAyS CITY OF EDMONDS Address of Construction: 'f7r SIDE'SEWER PERMIT PERMIT N2 '8 7 L; 2 Property Legal Description (Include all easements): - / J �7 D�Z i Owner and/or Contractor:�x <�� D Co " ^ State License No.'4w 64,_'9 No. ❑ Single Family / Multi -Family (No. of Units �) X-Commercial //❑ Public ' Invasion into City Right -of -Way: ❑ No 6-Y-es RW Construction Permit No.�/ ...Cross othelltipPerty: 6-<o ❑ Yes achlejal,�gription and copy of recorded easement J N% ��vv p�BLIC Vil DEPI I certify that I have read and shall comply with all city requirements as indicated on the back of the Permit Card. /-/(!59 _;9� Date * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION * OFFICE USE ONLY ' * FOR INSPECTION CALL 771-301M, 0 PUBLIC WORKS DEPT. Permit Fee: Issued By Trunk Charge: ZOO Date Issued: 1 —1 O - 7 Assessment Fee: Receipt No.: C�? n78Z Lid No.: Partial Inspection: Comments Date Initial Reason Rejected: 4 Date Initial Final Inspection Approved: Date ' 4 Initial 1;Y ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: File Green Copy: Inspector Buff Copy: Applicant Revised 3!90 -4 The City of Edmonds Side Sewer Drawing #0 I EASEMENT NO. -- . ..................................... NEW CONSTRUCTION P/ REPAIRS El LID NO . .................. . ASMT. NO. ------------------ OWNER................................................. JOB ADDRESS ... (Ij ........ ��l a—�- �j k .................................. ....................... PWW-0001 -11/75 (REV. 11/78) CONTRACTOR.................................................................................... PERMIT NO. LEGAL DESCRIPTION: LOT NO. ...................................... BLOCK NO. .................................... .................................................................................................................................................................. NAME OF ADDITION : L zt-V () A-vE. � . Approved: DATE / 'Z.............. ............. B .... ...... ......................................... The City of Edmonds Water Service Drawing EASEMENTNO . ............................................ NEW CONSTRUCTION ® REPAIRS ❑ LID NO ................... .ASMT. NO................... OWNER..................................................-----........---.........------•--.......----.. CONTRACTOR.......--------------------------........---•---------•----.....--•-••-----......... PERMIT NO. •-----..... JOB ADDRESS_ ......... ..�-........ - `A �.1�I..... . JT�............................ LEGAL DESCRIPTION: LOT NO....................................... BLOCK NO. ................. .............. PWW-0001.11175 (REV.11/78) dAME OF ADDITION ..:................................................. BCTN 4�'D.1. FIR+E.LINE 1'/2."cappek L *W'coppem 4".D.L S Me W ALK 6xIST 8"c.,. Approved: rr Q pp/ DATE .. -t. ..... By BY` I I OV3HV X210M � I Otl0I1 ( I I A i I I I i I i . I , I (optional) I I I I 1/3 L 4 I '® A I ° SHOULDER I Odom_+ AHEAD I NOTE: A 1. FLASHING BEACON SHALL BE INSTALLED AT EACH SIGN FOR NIGHT-TIME USE. M. R0A0 2. DISTANCES MAY VARY AS APPROVED I WORK BY THE ENGINEER. < > AHEAD 3. FLAGGERS REQUIRED TD CONTROL TRAFFIC WHENEVER THE CONTRACTOR MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE WORK SITE WITH MATERIALS OR EQUIPMENT. CHANNELIZING DEVICE SPACING (FT) MPH TAPER TANGENT SIGN SPACING X f n c. 1S9v Cit of Edmonds Y RIGHT-OF-WAY CONSTRUCTION PERMIT Permit Number. 97-Qj�a Issue Date: 'Alorl A. Address or Vicinity of Construction: ALLFY 99)9 )IUb Ill AAAIAJ:5r B. Type of Work (be specific): US TA%.L U &bFJZ. .111 68A1 DU IT " ro SE&VE10 9 MAJAL ST, y� C. Contractor: �%� Q Contact: ry] �Va Mailing Address: Phone: 77TT77 156 L4 State License #: S11 PLC &i 161 L2,4 Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project Utility (PUD, GTE, WNG, ABL ATER) ❑ Multi -Family E] Single Family ❑ Other INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut fqdves [:]No G. Size of Cut: w x I# APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application to hold the Cit'Y of Edmonds harmless from injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. ' it THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC- TION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT Two sets of construction drawings of proposed work required with permit application: A 24 hour notice is required for inspection. Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut trench work shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of the permit will be available on sit tall times fA�kz or ' spection purposes. Signature. Date: IQ (Contractor o AQent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY ISSUED Bl' : E 109 I�A-)u sr o - JqEFL-A,6�-IEIU7T W v 2 w _Z J NEW \)VI N NAI-S lSfi1 tJL� ��rL 111 V"-4 %T" i I� Z" FIVL ,I \"n ,x N I I I' l N cl- r Wi U DDIA/ NO NEW Y\l IN t-oV11 >11 w i31V-49L VAULT !A"•` s".+'q" :+qr^^r"�'"�"�";'T - a"R-1` �"'�..'r------...-"--•--r--• r--"`--..v..=�^—.....�•---r-r-a, -r^r ......-�...�-r . t"�''-' City of f �Ecimonds 0 RIGHT-OF-WAY CONSTRUCTION /17c. 1.S9Q PERMIT permit Number. —aG� 4 Issue Date: A. Address or Vicinity of Construction: ALLEY &WIAI b /// /hA/Ili -Sr B. Type of Work (be specific): hr—PAlk b—=AM l' M5 aleA F C. Contractor: L41h4Mg )?i] 5LJ PL1V_ 0JP . Contact: 'TOM Y%L)EZWA) Mailing Address: S:33 AAIAI _=T Phone: 1'%V_ S/41& State License #: SUPr-QC e- /0/6)14 Liability Insurance: Bond: $ D. Building Permit # (if applicable): E. ❑ Commercial ❑ Multi -Family INSPECTOR: ❑ Subdivision ❑ Single Family F. Pavement or Concrete Cut : LM Yes Side Sewer Permit # (if applicable): ❑ City Project ❑ Utility (PUD, GTE, WNG, CAB] Other INSPECTOR: R,y4 _ J_' A, ..4 r-- ❑No G. Size of Cut: _ x H. Charge $ APPLICANT TO READ AND SIGN A -MR) INDEMNITY: Applicant understands and by his signature to this application to hold the City of Edmonds harmless from injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or-,,--,. employees, including or not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. r< THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FORA PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC- TION AND ACCEPTANCE OF THE WORK. ESTIMA TED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PA TCH IS COMPLETED BY CITY FORCES; AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. ,f Two sets of construction drawings of proposed work required with permit application. A 24 hour notice is required for inspection. Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in, accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut trench work shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of the permit will be, available on site Il times for ' pection purposes. Signature: !4 I Date: (Contractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONL1' APPROVED BN'. : RIGHT OF WAY FEE: 30 00 TIME AUTHORIZED: VOID AFTER YS DISRUPTION FEE/FUND I11: _A_ 300 SPECIAL CONDITIONS: . t~i 1 Sy►�t WrJ t RESTORATION FEE: �r N A4 Cnk �7 iatr�-CAP hAvi^ T7 T OTALTEE: Q 100 LAY pAVcia l e1 RECEIPT NO.: 5Q Y.nAX ISSUED BY : 9 i i � 1 ai �1 ST -(- '1 M7 R�Pya�R 114B/ � T -TV VAULT' -iU SUMSE ' -r-o ZNp AVE MAID ST r 4 AIJG 0 1 1996 p,ERN4IT.GOUNTER IVA IA STREET FILIj [Vglmgk MY 5 PARKING PLAN 11%&ok:lmi11 of" -5 te.��-��o-, aF 5 RECEIVED J U L 1 1 1996 PERMIT COUNTER ?5u1s # 106' b16S L /lam (s— P�- vsa 8/,1`16 goo EChVp, * CGPY laGGC1 "6ULI. pEN" �/„r ' iwa'oswwt 111 to «�nyRav 0 5UIT # 102 ww ar�lc� arm NOTE; I. X4UGHM/5PERTIE MANAI, ATWNW Ll Wt 4 DWCJ�f, 2, Al WK 9ML DE PER" 199A VM ' Sr�TE Nvr6�s M. I oF- fitCHG n n EQUIP, 9 U SUITS # 102 2CJ07 .P PPPWK Mc5 PULPING offlc� F1.00pf, I,'S MAIN STMf PLAZA III MAIN STM,r MONP5, WASH, Lm''Y PROJECT ..I .� .................. PROJ. # .............................. CONTRACTOR .......................................... DATE A5.QP.�.?-?................ WORKERS ON SITE......................................................................... EQUIPMENT ON SITE....................................................................... • l�. • .....................TEMPERATURE WEATHER ........................................ DAILY ACTIVITY (A.M./P.M.)............................................................. :.v �!�. �61v -.. ot"- C ►�,ot c nvlair , i.. wa ... e)- w'a�?'. I .Cf?. 711f1�v ^ . . 6 - c •Y '"(wl4w � �....... 4 16 4: ..d!:... . . �...... . .�.P...f!Y`�-�..I�. �..�! a�..:..ham- ...... . G h�.0::":". f:'! .. D :.�Y!�s? .�i, i�"L.0 r g- .. .............. COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................ FOLLOW-UP TESTING....................................................................... • • CITY REPRESENTATIVE ............... ••DATE/TIME.. .. .• .. 7:� ..... PR OJLOG/TXTFORMS PROJECT `;�''.�.►�G.................... PROJ. # f:.............................. CONTRACTOR .......................... DATE Z�................... WORKERSON SITE......................................................................... EQUIPMENT ON SITE....................................................................... WEATHER �'�'�`jf dCst�,9.............'TEMPERATURE'........................................ DAILY ACTIVITY (A.M./P.M.)'............................................................. 4� Uw'/- , , , U4,Ar ; r-r ; , c ��t� . �. ..��-P�r, z'�. sue, � � �.... . . ..... ... .. ......... . .... nd:-. p.ee-:.f .- lid—►:..- .' r .. ...... . . .. .... ....... ¢, ; I , Ike. ':4 . .. I 't . u e(o�o�,r i. .:............ . , cYi ..1� ✓ t�2Z+�Z—�...��'.. : °:'.. tip (' . �.. V . "t c �G�4 ......... . new..................... o . .. . Aq . ��, . A. c;� fir ......... COMMENTS (CONVERSATIONS, FIELD PROBLEMS)piee u..... iGc4.... .. ............. V�4 .4. - r .. v "!Q ►'. Ql .. .0 y... � ►�,co. ".g..................... � ..... . roeL e. Tf. .... It. �:....... o ................................. o . . o o o o .................... o.......... . FOLLOW—UP TESTING....................................................................... ........................................................................................ CITY REPRESENTATIVE .... C� .? ............. DATE/TIME. �...�.C�6t? ........ PROJLOG/TXTFORMS PROJECT ft;toGl................... PROJ. # W................................ CONTRACTOR .......................................... DATE �I-: 19W.qA.7..�: .......... WORKERSON SITE......................................................................... EQUIPMENTON SITE....................................................................... WEATHER ........................... TEMPERATURE ........................................ DAILY ACTIVITY (A.M./P.M.).....................j..�.................. ................. . -..vkA �ic� e� 4f. J�� 4r�� .... ... ......... ................. ..... c�" tftu. b.t. - . T. t"A. 54. .............. C..t'.5 3.� .9m _. q.v., "e—. ......................................... ... . 6) PeA li- COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ...� �. y' . !`?:'Gli� . !.... . A4. f ��U_plelt4"a. .. . ....... uCX-w . . . .... �&v . +.. . �?% A. u7na txy" eA :rf zwu d'o a.. b'ct..a.,A mu %q FOLLOW-UP TESTING. . . . . • . . . . . . . . . . . . . . • . . • •• CITYREPRESENTATIVE. �-4,u-�c.�-�............ DATETIME z '... P ��........ . / -�" PROJLOG/TXTFORMS 1 W PROJECT ..��1�.a.l��"' U .... ............. PROJ. # ....�....... ....................... CONTRACTOR . . K)900 ........................ DATE 2�. .GIB.. :......... WORKERS ON SITE......................................................................... EQUIPMENT ON SITE....................................................................... ........................................................................................ WEATHER t..::�^.................... TEMPERATURE ........................................ DAILY ACTIVITY (A.M./P.M.) ............................................................. ^6................................................................................ COMMENTS (CONVERSATIONS, FIELD PROBLEMS)...... ...................... ....... - t-1 - _S .V.Gt.IJK� rN:!"¢...:':`::..(,t)irQl.?�7vv."...v..Ld.+.%l?...``:...... rMAA �,..........`�`... .�:�:.:� .:�:.. .. .......................................... . FOLLOW-UP TESTING....................................................................... • • CITYREPRESENTATIVE... �..............DATE/TIME.. r......... PROJLOG/TXTFORMS PROJECT .T ` PjE�l . P:9?cl ................... PROJ . # C19 r4 ............................... CONTRACTOR S� ............................. DATE .I .. ................. WORKERSON SITE......................................................................... EQUIPMENT ON SITE....................................................................... WEATHER ........................... TEMPERATURE ........................................ DAILY ACTIVITY (A.M./P.M.)............................................................. ►; �, 3� , r,�G„,� G�;yvlobir�. ,fib, .... i',........ �`.'l. � a: ?�.'. n)v6''SJ......� L� .. 1�:.. ... . . 4.pt4,i4.. -41" �. � .". w .. .o!�..►;laz►�, s ..c...... .... ?....►�� :.............. . COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................ FOLLOW-UP TESTING....................................................................... ........................................................................................ CITY REPRESENTATIVE ....... Cd�`~ .................. DATE/TIMEAJ!� :`. T�........... PROJLOG/TXTFORMS C. M l City.of Edmon'Al. RIGHT-OF-WAY CONSTRUCTION rS PERMIT Permit Number: �2 Issue•Date• A. Address or Vicinity of Construction: 89 0 Type of Work (be specific):/�/�/!,/� Contractor: T Cos ct:y�T/�) Mailing Address: �/F S''zT 410OJT. Phone: Za6 State License fi: Liability Insurance: Bond: $ Building Permit # (if applicable): Side Sewer Permit tt (if applicable): E. ❑ Subdivision ❑ City Project ❑ Utility (PUD, GTE, WNG, CABLE, WATER) �Commercial Multi -Family ❑ Single Family ❑ Other INSPECTOR INSPECTOR F. Pavement or Concrete Cut: )4Yes ❑No G. Size of Cut: --!5;- x 3 F . r- x �• a, APPLICANT TO READ AND SIGN H. Charge $ 32 3 f 3(.= y-5 / INDEMNITY: Applicant understands and by his,signatu�e�to.this application, agrees to hold the City of Edmonds harmless from injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen; That may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costa, and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. Ihave read the above statemen nd underst9nd thepermit requirements and thepink copy of thepermit will be available on site at f�in;sp;,Io urposes. Signature • Date: 1/ a 7-gs (Contractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY APPROVED BY: TIME AUTHORIZED: VOID AFTER DAYS SPECIAL CONDITIONS: COMMENTS: ' DATE: USE ONLY RIGHT OF WAY DEPOSI f � DISRUPTION FEE/FUNDAII. .RXSTORATION FEE --J�4_51' PERMIT FEE: TOTAL FE;� r RECEIPtsFEE: ISSUED, BY:_ NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE:.` Eng. Div. 1994 .: -J' ENGINLtriiNQ w` +) i -4I 2nd Ave I Cooco0 0 No bRs I r�RN � � I fi t��a+ M '1 n i. p MSiRlC1Wq 3rd Ave Ii ii K l JE E EC PROJ T: PROJECT.ADDRE' I. W [dance/Setback.Adi ust Use Permit 'It Id Wiring Required-_' onmental Checkrist/Hkdraurics Permit.-4 ision Requirements:` ription Verification A 7" Street Dedications'. - Public/Private -7. 1 I Storm Drain Review Fee 7 12-2.ln!pection -Fee ,-.-,- 01-444- - - - jffMgjjj@_jVVM - . M_mq%'%A . .. - --------------- - --- WUY SIOPe & Vehicle Access: r.dk Required & Gutter Reaulrad Public 1%;aIctuate sewer Connection Fee It No UD # -P= 117,1 7,&'#R% a . iWater .2M§e.tve�r�Size gugg.% fJdT DeTem-mmili-CD Service Une Size -QUIRCO U V1 Water Motor Char ne Required FWw pTELfimp? Hydrant Required.,,,.,. Hydrant Size-0dstinji- e Charqe--.Re Rre -uh quired S pdnlder°--. Street Cut Miscellaneous Reviewed By: FIRE:.. PLANNING PUBLIC ENGINEERING WORKS, IT APPLICATION REQUIREMENTS To: Applicant From: Lyle Chrisman, Engineering Inspector Owner. L/C fir/=let StS Plan Check No• Address: Date _u After review of the subject permit application, the following requirements must be met: 1. Construction hours are: WEEKDAYS — 7:00 A.M.-10:00 P.IVIWEEKENDS/HOLIDAYS —10:00 A.M.-6:00 P.M. 2. A separate RIGHT-O&WAY CONSTRUCTION PERMIT is required for all work on public property. (ECDC 1&60) 3. Truck haul route plan must be submitted and approved prior to permit issuance. 4. Builder/owner is responsible for containing all temporary runoff and erosion control on site. (ECDC 1830.030d) 5. NO WORK SHALL BE DONE WITHIN 1S FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE FACILITY. BUILDER/OWNER IS RESPONSIBLE FOR IDENTIFYING CONDITIONS ON THE DRAWING. (ECDC 1830.50G) 6. FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION. (ECDC 1830) 7. INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEMS. TIGHTLINES AND CATCH BASIN INSTALLATION. INSPECTIONS ARE REQUIRED PRIOR TO BACKFILLING. (ECDC 1830) S. Repair or replace all defective existing curb, gutter and sidewalk adjacent to the property, if an intersection is involved, a handicap ramp maybe required. Contractor shall meet with die CiLY Engineering staffto determine the extent of (ECDC 1&90) � 1 isssiaaoe ofthe permit. 9. Driveway slope shall not exceed 14% without a warm. Every attempt should be made to keep the slope below 14% Waiver granted to '/a (ECDC 18.80.0601)) 10. Driveways must be paved from properly line to (Sly RIGHT-OF-WAY. A separate permit is required, (ECDC IU0.060C) I L INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING. (ECDC 1830) 12. No burning of construction refuse without a permit from the Fire Department, 13. Connection to City water system is required. There Is a separate charge for the water meter. (ECDC 7.20) 14. A back water valve is required if down stairs plumbing is below the elevation of upstream manhole. (ECDC 7.M 15. Water and sewer main lines should be separated by 10 feet minimum. (ECDC 1810) 16. Cahnection to the City sanitary system is required, A separate permit is required, LIDliFees paid: Yes No Charge (ECDC 1&10} 17. Underground wiring is required on all new construction, and for additions, alterations, and repairs that exceed 50% of die total assessed value of the structure. (ECDC 1&90) 18. A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR TO THE BUILDING DIVISION GRANTING OCCUPANCY OF THE BUILDING OR STRUCTURE. (ECDC 1&90) TREE-21 LE )DECLARATION OF R=TXZYC'rrvX✓ COVENANT "n �t] WHEREAS, l.• r � � � 4�ar, � Sc� , l t1 � _ t':;, :1: i' P are the owners of the following described real esiate in the City of .Edmonds, to wit: cl"I .0 . x. L WHEREAS. the above named owners are desitous of imposing n restrictivo covenant upon said prnruises'a col":'Uaaeo with Section 19-00-040 of cite Edaaoods Community Uevelopotent Codo. WdTNIsSS.Is'M. that for arnd ur consideration of the preavisce, the above named owners do hereby decla• a and grant to the City of Edniottds as Graxxteo tiro following restrictive covenant, to -wit: Tlutt at tine time of the execution of this Covenant the Grantors have agreed or the Ordinance of Ote City of Edmonds provide that no uilding for multiple family housing may be erected on subject property containing more tlrart_4P units. Sald Conaant shall bo binding upon all present and future owucrs of said real estate and their heirs. successors and assigns. DA'1'I:D this day of VVI , • 19 Gm. rttor STATE OP.WASImGTON) ss. COUNTY OF SNOI•IOI\'nS%n I . Qa thtsd3typersonally appeared before maYe C I �L S and to we known to be t(te individuals described in and who executed within jbd foregoing instrument, and acknowledged that they signed cite same as their free and voluntary act and deed, for the uses and purposes therein unentioned. GXVEN under my hand and official seal t(u of 19 LEGAL .DESCRIPTION LOTS 1 AND 2, 'BLOCK 12, PLAT OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 1 OF PLATS, PAGE 26, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. CONSTRUCTION ESTIMATE ASPHALT ALLEY, PARKING, & MAIN STREET 3,169 sq ft X $1 /SO FT............................................................................................... $3,169.00 38 Sb STREET MARKINGS, SIGNS..................................................................................... $1,700.00 CURB AND GUTTER 110 ft X $6/FT................................................................................................................ $660.00 SIDEWALK 110 ft X $7/FT................................................................................................................ $770.00 STORM DRAINAGE(underground pipe) 40 ft 36" CMP X 70/FT $2,800.00 �4J0 48" CATCH BASIN MANHOLE with CONTROL STRUCTURE ................................... $2,100.00 ZSsb TYPE I - L CATCH BASIN.............................................................................................. $900.00 ((D O 4 - TYPE I CATCH BASIN........................................................................................... $2,000.00 24-0c) 25-SA OIL WATER SEPARATOR................................................................................. $300.00 3 SD SUMPPUMP................................................................................................................. $600.00 700 118 ft 8" CMP x $12/FT.............................................................................................. $1,416.00 l 10 O $10,116.00 - WATER SERVICE TO BLDG $6,000.00 72sC' .................................................................................................... SEWER SIDE SEWERS CONNECTION TO MAIN.................................................................... $1,750.00 �-� D EROSION CONTROL FILTER FABRIC FENCE 240' X $1.50 ..... CONSTRUCTION ENTRANCE ................. .......... $360.00 ...............................................$300.00 TOTAL $24,825.00 301000 p�2 i�"r1t' I�tSP Z 1�o N� i � 1 witY of Edmondb I � � RIGHT-OF-WAY CONSTRUCTION ,/1� -•sf Permit Number. V ,/� Issue Date f!J Vy f %` PERMIT A. Address or Vicinity of Construction: 111 Ma i n St f8 _Nvnmp� � B. Type ofWork (be specific): Prnvirle rimary u�grnndd elertric 9 0 19 service for the Tynes Building C. Contractor: Snnhnmi ah: fnunty PUD N(t 1 Contact:..Kpnt rardi ar/,larr� El ki nngtnn Mailing Address: P .O. BOz' Y107 "" " Phone: ' 206 347 4419 / 206 347 4414 State License #: Everett:; Wash 98206 . 4Liability Insurance: Bond: $ D. Building Permit # (if applicable): �. ,'1. 4; 9 Side Sewer Permit # (if applicable): E. ❑ Commercial ❑Subdivision ❑ City Project )Q Utility (PUD, GTE, WNG, CABLE, WATER) rt ❑ Multi -Family ❑ Single Family ❑ Other 7 - INSPECTOR: INSPECTOR- F. Pavement or Concrete Cut : 33 Yes []No G. Size of Cut:See Cover Letteff. Charge $ Attached for Demensio s,. APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs, and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING, THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Construction drawing .of proposed work required with permit application. / A 24 hour notice is required for inspection; Please 'call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion: Restoration is to be in accordance with City Codes. , Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of the permit will be available on eat all times f r inspection poses. Signature: Date: May 30, 1 QQ5 15ntractor o ent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR. CITY USE; ONLY IN APPROVED BY: ..' T �, RIGHT OF WAY DEPOSI TIME AUTHORIZED: VOID AEI EAR - 0 - DAYS .DISRUPTION _FEE/FUND 111: SPECIAL CONDITIONS: RESTORATION FEE: I I.aC..,j; /� �'MRMIT FEE - -t r 1� 124 1 t T� � IN TOTAL FEE�if COMMENTS: RECEIPT FEE: DATE: ISSUED BY: ^' NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div. 1994 FIELD INSPECTION NOTES Comments Diagram (Fund 111 - Route copy to Street Dept.) CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: ro" City of Edmonds Community Development Division 505 Bell Street Edmonds, Washington 98020 Attention: Roy Whitcutt Dear Sirs: 2320 California Street • Everett, WA • 98201 • (206) 258-8211 Mailing Address. P.O. Box 1107 • Everett, WA • 98206-1107 May 30, 1995 F., Efiftal!'vEL"HING Enclosed is the District's application for a permit to construct and provide a primary underground electric system to serve the Tynes Building at. 111 Main Street in Edmonds, Washington. The work which is required to provide the necessary underground service for this project will be completed in four steps. This first step will be to lower a section of existing secondary service to prepare for the lower grade of the alley. This work is outlined on District Drawing No. 110660. The next step will be to install a down guy and remove one span of overhead primary line as shown on District Drawing No. 110755. The next step will be to install the new underground primary line for the Tynes Building. This will include primary both north and south with secondary services west as shown on District Drawing No. 110657. The final step will be the removal of one span of overhead primary line as shown on District Drawing No.] 10754. To construct the primary underground line, several asphalt cuts will be necessary. In order to bore Main Street a 3'x4' pothole in Main Street to locate the water main will be necessary as well as a 6'x8' work pit in the alley on the South side of Main Street. In addition approximately a 120' section of the alley will be open cut approximately 24" wide. This open cut together with a section already opened by the contractor/developer will be trenched open for the placement of the underground cable which will go under Main Street. There will be 2 underground vaults placed in the alley 4'8" by 4'8" square at a depth of 3'6". This work is scheduled to start as soon as the permit can be acquired and will continue until the work is complete sometime in August of this year. Any questions you may have regarding this project can be directed to the Project Engineer, Kent Gardner at 206 347-4419 or myself at 206 347-4414. Sincerely, J E. Elkington Permi Administrator A provider of quality water, power and service at a competitive price that customers value. 1890-199 May 2, 1995 f r CITY OF EDMONDS AURA M. HALL 250 - 5TH AVE. N. • EDMONDS. WA 98020 • (206) 771-0220 • FAX (206) 771-0221 MAYOR COMMUNITY SERVICES DEPARTMENT Public Works . Planning . Parks and Recreation . Engineering Mellor and Associates 606 Sater Lane Edmonds, WA 98020 Picked up 5/2/95 Subj: Proposed Mixed Use Bldg at 111 Main St. (Plan Check 95-12) (ADB-94-157) Dear John: The Engineering Division has completed additional review of the subject proposal. One of the adjacent landowners has contacted Engineering Division staff and discussed his concerns. Based upon those concerns, it appears most important that the developer and you, as his engineer, arrive at a design that he will allow on his property. All of the City's comments are dependent upon the adjacent owner's concerns being resolved. However, the following comments apply to our review: 1. Provide scale. 2. Provide standard cross section of alley and parking paving. 3. Show proposed parking configuration on street and inside building. 4. Provide an oil/water separator for inside drain prior to connection to sanitary sewer. 5. Revise profiles for sides of alley and adjacent parking areas as necessary. 6. Revise grading contours as necessary. 7. Provide a vertical curve for alley slope transition from 0% to 12%. 8. Provide easements or approvals from affected adjacent property owners. 9. Submit estimate for site improvements for bonding purposes and calculation of engineering review fees. Prior to additional review, it is important that the City be aware of some degree of approval from the adjacent landowners (item # 8). Please provide the City with a tentative agreement prior to resubmittal. When the revisions/corrections are completed, please submit two sets of revised plans, as well as the enclosed red -lined drawing. If there are any questions, do not hesitate to contact me at 771-0220. cerely, Yord� rl on . Hyde gine ring Coordinator Walke c: Sharon Nolan TYNES2.DOC • Incorporoted August 11, 1890 • Sister Cities International — Hekinan, Japan 0 STORM DRAINAGE REPORT for the "TYNES BUILDING" 111 MAIN STREET EDMONDS, WA prepared by John W. Mellor, P.E.WAS r .4 R 19343� S10NAL ' aE� 2/24/97 S'l-ritt,i �lLE UNDEVELOPED SITE The gross area of the site 120.255' x 119.925'=14,421.58 sq ft or 0.331 acres. The site is presently a parking lot with approximately 40% asphalt, 50% gravel, and 10% landscaping. As previously discussed with the City's hydraulic engineer, the existing surface will be considered as gravel for the purpose of calculation of the allowable runoff. The subject property has the greatest topographical change, 35.71' - 27.56' = 8.15' over 162.50 feet for an average maximum slope of 0.050%. "C" value The C value for a gravel parking area with slopes ranging from 0 - 5% is 0.75. Time of Concentration for the Onsite Runoff The runoff route is 162.5' in length with runoff velocities cross gravel of 2.2fps. Tc=10+ 162.5'=10+1.23=11.23min 2.2(60) Allowable Release Rate(10 year storm) Q = CIA where C = 0.75, Ilo = 1.76 in/hr, and AT = 0.331 ac Q = 0.75 x 1.76 x 0.331 = 0.437 cfs DEVELOPED PROPERTY The developed property will be totally covered with impervious surfaces. This includes roof, walkways, and driveway. 1 CALCULATIONS for DETENTION REQUIREMENTS Qo = allowable outflow acreage x future runoff coefficient = 0.437 = 1.467 cfs/AcC 0.331 ac x 0.90 Using the 25 year design storm for detention we obtain: T=-25+ 2706=-25+42.95=17.95 �1.467 Vs = 4329 T - 40 Qo T = 1,809.21 1,053.31 = 755.90 T+25 VT = Vs x acres x future runoff coeff. = 755.90 x 0.331 x 0.90 = 225.2 cu. ft., required on site detention Checking Detention Capacity The underground detention piping will consist of 40' of 36" pipe, plus appurtenant sections. A 48" restrictor catch basin will be placed in the south west corner of the property. At the end of the 40' section of 36" storage pipe a Type I-L catch basin will be placed to receive runoff from the proposed building. The overflow and invert elevations of the control structure are 391.85 and 388.36 respectively. Total storage provided within the detention system is: 2.00' x 12.57 cu. ft./ft. (48" Catch Basin Manhole) .................................. = 25.14 cu. ft. 2.00' x 5.78 cu. ftAt. (Type 1 - L Catch Basin) ....................................... = 11.56 cu. ft. 40' x 7.07 cu. ft./ft. (36" Detention Pipe) .............................................. = 282.74 cu. ft. 319.44 cu. ft. Volume lost to wet pipe design....................................................................... = 82.50 cu. ft. Total storage provided within the detention system .......................................... 236.94 cu. ft. The required capacity of the detention system as indicated above is - 225.20 cu. ft. Leaving an excess of......................................................................................... 11.74 cu. ft. The apparent excess capacity of the system is reduced however by the "wet pipe" design of this system. The capacity of the 40' of 36" detention pipe is reduced by the amount of water trapped in the bottom of the 36" detention pipe which is below the invert of the outlet ON pipe. The 40' of detention pipe will not be sloped. With 0.0 slope the depth of water trapped at the bottom of the detention pipe is 1.0'. Using Table 7-4, found in King and Brater, page 7-30, we find that the area of water at the upper and lower ends of the detention pipe is: ab = 0.229167(3)2 = 2.0625 cu. ft.; total volume lost to wet pipe design is; (2.0625)40 = 82.5 cu. ft. Constraints for sizing the detention pipe include the invert elevations of the receiving pipe in the alley at the north side of Main Street into which the detention system must discharge, and the cover over the detention system. Orifice Sizing The head on this orifice is 2.00 feet. Using the equation dia.(inches) = 36.85 Q = 3.374 in. where Q = 0.4369 cfs V (Vh) n p 3 G32�SSeM �i21_Y �3Z� G�L�Ut�]D Sl-ap2T. �a�.SS, A�S"1Z.1Q� ,1.1XL�rs �.Lcxil � 02 Mt � t►.au►.A Ttt t_-�L-� GUL'TtvCiT101.1 (cn=:,u►..1D LtiTs2) 7711 -7 77 30 20 l0 5 3 2 so N/r--=Lsxrr-Y (FED PEP — This figure may be used to help estimate overland flow times for surface flow. TRAVEL TIME FOR OVERLAND FLOW 1 16 • RUNOFF FACTORS FOR STORM SEWERS (Values of "C" in Q = CIA) FLAT ROLLING 0-5% 5% UNDEVELOPED LAND Wood& Forest ................................. 0.10 0.15 Sparse Trees & Ground Cover ................... 0.15 0.20 Light Grass to Bare Ground .................... 0.20 0.25 DEVELOPED AREA Pavement & Roofs.. ....4..................... 0.90 0.90 Gravel Roads & Parking Lots ................... 0.75 0.80 CityBusiness............. ......... ........... 0.85 0.90 Apartment Dwelling Areas ...................... 0.80 0.85 Industrial Areas (Heavy) ...................... 0.70 0.80 Industrial Areas (Light) ...................... 0.60 0.70 Earth Shoulder ................................ 0.50 0.50 Playground......:.......... ...................... 0.25 0.30 Lawns, Meadows & Pastures ..................... 0.20 .0.25 Parks & Cemeteries ............................ 0.15 0.20 SINGLE FAMILY RESIDENTIAL (Dwelling Unit/Gross Acre) 1.0 - 1.5 DU/GA.. ................... ... 0.30 1.5 - 3.0 DU/GA................................. 0.35 3.0 - 3.5 DU/GA................................. 0.40 3.5 - 4.0 DU/GA...... ...... oo..0.0.00 ......... 0. 0.45 4.0 - 6.0 DU/GA................................. 0.50 6.0 - 9.0 DU/GA.................................. 0.60 9.0 - 15.0 DU/GA...............................0. 0.70 18 001 Z7- 1,47ELA., Or P- �t wi L :CR • NO CARBON REQUIRED .E- IF USING TYPEWRITER, SET TAB STOP AS INDICATE )HORT-KUT NOTE REPLY IMMEDIATELY REPLY BY REPLY NOT NECESSARY 14--ti 4-6A -� cw�on-r— C FOR #10 WINDOW ENVELOPE MAILING, D AS INDICATED IN BLUE PANEL BBELOW t J + �Y6� D �� c. L� EDMONDS LAW CENTER 143 FIFTH AVENUE NORTH EDMONDS, WA 98020 TELEPHONE (206) 778-1151 FACSIMILE (206) 670-1737 DATE: 'y `T'S — CYI ATTENTION: SUBJECT:r�/ IATEAe' CIO -4LX'oL Z4A� -y' Z� C4� Lt4l A � (O 4/ SIGNED: ORM NO, SKNI IISTACOUNT CORP ATION, MELVILLE. N. Y. 11747 T COPY FOR .PERSON ADDRESSED --� Z S r 1 � I J 1 . STREET USE PERMIT APPLICATION NAME OF APPLICANT: N x;�irla i NAME OF BUSINESS: MAILING ADDRESS: CONTACT PERSON AND PHONE NUMBER: C—Le.-e-1 Foy 77+05eO ADDRESS OF PUBLIC USE: ************************************************************ �ibe t e public place or po ion off bl* {s�ace to be utili i 1 r_"a. -,t7G1C� iti W tom. L�f�e.- &`wee Attach a plot plan. Specify the type of use desired: apecity the iengtn or time for use ho -) a we i - (v- © )nbs, NOTE: The issuance of this permit is understooWyZe applicant to be of a temporary nature and that no vested right is granted. INDEMNITY.• The applicant understands and by his/her signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the applicant or the City of Edmonds, or any of its departments or employees, including but not limited to the defense or any legal proceedings including defense costs, court costs, and attorney fees by reason ofgranting this permit. In addition, the application understands that the City shall be provided a Certificate oflnsurance to indemnity and hold harmless the City of Edmondsfrom all claims and/or property damage, and naming the City of Edmonds as an additional insured. CODE APPLICATION.• By signing the application below the applicant warrants that s/he has read or had the opportunity to read Chapter 18 of the Edmonds Community Development Code and s/he understands that all terms of the adopted ordinance are incorporated herein as if set forth in full and this application and permits therefore are subject to the terms of that Chapter. SIGNATURE % DATES lQt-5 al • � o ` rx ,1 u SIGNATURE OF APPROVAL FROM ABUTTING PROPERTY OWNERS ' When applicable, if the street use proposal directly impacts any adjacent business or private property owner the applicant must obtain written approval from the affected parties. This .requirement is evaluated by City Staff after the initial submittal of the application. i Signature Address Signature, Address Signature Address Signature Address DO NOT WRITE BELOW THIS LINE...FOR CITY USE ONLY Planning Division Review: ADB# Approved By j Date 4 ' 11' / .. x. h. Public Works Review: Approved B.cA, Date Fire Department Review: Approved By . Date x Police Department Review: Approved By/,;A4Date V-1 74 Permit Coordinator Review: Certificate of Insurance Verified n4 SAJ Engineering Division Review: Bond Required% Amount $ Approved By S Et Cc, Dated z 9?r Ir u Remarks or Comments: Jog SAAcr— v&),.( o,J ZJ94yc X), A- AktnI ?&egeY I ,jg, ZeS61BNPC4,J S &2-. I,1G dro 6e " D * c Fe" cJh ka rs ; cf PERMIT # C%- DATE OF ISSUANCE-4 -,4 RECEIPT RELEASED BY d�J /26iA� INSURED .PUGET WEST CORPORATION 318 S EEVERETT-MALL--WAY -4101- EVERETT WA 98208 COMPANY A COMPANY B COMPANY c COMPANY D WEST AMERICAN OHIO CASUALTY 4#e14 _41_1/y In 6 Ct3VEFtAQB '...:;: . ........ ...:.::::...... :;: : • :::>;:•. • .............. ...... ....:.::.:>;: ........ . • ......... :. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO LTR TYPE OF INSURANCE POLICY NUMBER .'F=C^ = DATE (MM/DD/YY) POLICY E!!?LgAmoH DATE (MM/DD/YY) LIMITS GENERAL uABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE FXJ OCCUR OWNER'S 6 CONTRACTOR'S PROT BLW 5 01816 9 9 1/ O 1/ 9 6 1/ O 1/ 9 7 GENERAL AGGREGATE s2,600,000 X PRODUCTS - COMP/OP AGG s2,000,000 PERSONAL 6 ADV INJURY $1 000 000 EACH OCCURRENCE $1 0 0 O 0 0 0 FIRE DAMAGE (Any one fire) i 100,000 MED EXP (Any one person) $ 5,000 AMM013HELIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS BAW50181699 1/01/96 1/01/97 COMBINED SINGLE LIMIT 1,000,000 $ X BODILY INJURY (Per Person) $ X BODILY INJURY (P- soddent) $ X PROPERTY DAMAGE $ GARAGE LIABUS" ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN AUTO ONLY: EXCESS LIABILITY BX05 01816 9 9 1/ O 1/ 9 6 1/ O 1/ 9 7 EACH OCCURRENCE $1 0 0 0 0 0 0 1A] UMBRELLA FORM AGGREGATE $1 00O 000 OTHER THAN UMBRELLA FORM - - - - $ WORKERS COMPENSATION AND STATUTORY LIMITS EMPLOYERS' LIABILITY EACH ACCIDENT $ THE PROPRIETOR/ INCL DISEASE - POLICY LIMIT Is PARTNERS/EXECUTIVE OFFICERS ARE: EXCL DISEASE - EACH EMPLOYEE $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VENICLE$BPECIAL KEYS TYNES BUILDING STREET USE PERMIT ADDITIONAL INSURED PER CG 20 10 11 85 ATTACHED CITY OF EDMONDS BUILDING DIVISION 250 5TH AVE N EDMONDS WA 98020 CANCSU ATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL SMALL DAYS WRITTEN NOTICE TO THE CERTIRCATE HOLDER NAMED TO THE LEFT, AUTHOR[= REPRESENTATIVE Keith W Brewe 0 POLICY NU MBER: CTJMPJIERCI A .L GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS LESSEES OR CONTRACTORS (FORM S) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: CITY OF EDMONDS (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. CG 2010 1185 Copyright, Insurance Services Office, Inc.. 1984 0 890 _ 199- CITY.OF EDMONDS 250 - 5TH AVE. N.. EDMONDS, WA 98020 • (206) 771-0220 • FAX (206) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works • Planning • Parks and Recreation • Engineering February 15, 1995 Mellor and Associates 606 Sater Lane Edmonds, WA 98020 LAURA M. HALL MAYOR Picked up 2/15/95 Subject: Engineering Review of Proposed Mixed Use Building at 111 Main St. (Plan Check 95-12) (ADB-94-157j Dear John: The Engineering Division has completed initial review of the subject proposal. The following comments apply: • See comments on drainage calcs regarding use of wet storage. • Provide grading contours. • Provide street names, north arrow, scale etc. • Provide a vertical curve for alley slope transition from 1.25% to 12%. • Provide location, inverts, existing sanitary sewer and any other utilities, etc. • Check invert elevation on control structure detail. • Provide standard cross section of alley and parking paving. • Add note regarding replacement of curbs, gutters and sidewalks. • Show proposed parking configuration, on street and inside building. • Provide additional profiles for sides of alley, parking areas, etc. When the revisions/corrections are completed, please submit four sets of revised plans, as well as the enclosed red -lined drawing. If there are any questions do not hesitate to contact me at 771-0220. Sincerely, !fit Gordon C. Hyde Engineering Coordinator Enclosure cc: Sharon Nolan 0- e V,/ - W er TYNES.DOC • Incorporated August 11, 1890 • Sister Cities International — Hekinan. Janan 19400 33rd Ave. W., Suite 200 A Lovell-Sauerland RFC Lynnwood Washington 98036 o�91 & Associates, Inc.994 c6) 3 -0 30 DECp�C 1 2 Seattle: (206) 340.0830 Engineers/Surveyors/Planners/Development Consultants LNUI FAX: (206) 672.7998 December 9, 1994 LSA No. 91-3249 Mr. Ed Giraud Developers Services Section Washington State Department of Transportation District 1 �� /� 15700 Dayton Avenue N. Y' '�� Seattle, WA 98133-5999 Re: Tynes Building Permit Edmonds File No. ADB-94-157 Second Response to State Comments Dear Mr. Giraud: This letter responds to our telephone conversation regarding the above referenced project. As we discussed, WSDOT had two items that needed to be further addressed: WSDOT requested that all traffic from the project, including that not using the state routes, be shown on the trip distribution map. 2. WSDOT requested that the level of service be analyzed at all state highway intersections with 10 or more trips, including any intersections within the city limits of Edmonds. Enclosed is a revised trip distribution map showing distribution of 100 percent of the project traffic. Based on this trip generation information, the only intersection with 10 or more PM peak hour trips is the intersecton of 3rd Avenue and Main Street in Edmonds. PM peak hour traffic counts were conducted and the intersection was analyzed for the project horizon year. Although the project is expected to be constructed in 1995, it may not be fully occupied until 1996. The 1996 project horizon year used in the calculations. The intersection currently operates at LOS C and will operate at LOS C with and without the project in 1996. Attached are the level of service calculation. trust this information answers all your questions regarding this project. Sincerely, -Dal'OL3IZar/—' f , Dale B. Watkins, P.E. cc: Gordy Hyde w/att Reider Tynes w/att PM PEAK HOUR TRAFFIC COUNTS TYNES BUILDING 3rd Avenue/ Main Street eastbound westbound northbound southbound L TH R L TH R L TH R L TH R TOTAL ------------------ 1994 Traffic 55 102 15 ------------------ 52 143 25 ------------------ 46 161 20 ------------------ 18 199 34 ------ 870 Hor Yr 1996 Incr (1) ------------------ 2 4 1 2 6 1 2 6 1 1 8 1 35 Horizon Year Traffic 57 106 16 ------------------ 54 149 26 ------------------ 48 167 21 ------------------ 19 207 35 ------ 905 Project Traffic ------------------ 5 6 -- -- 2 -- -- -- -- -- -- 1 14 TOTAL 62 112 16 ------------------ 54 151 26 ------------------ 48 167 21 ------------------ 19 207 36 ------ 919 1. Annual background traffic growth based on 2% per year • • 4:00 - 4: 15 4: 15 - 4:30 4:30 - 4:45 4:45 - 5:00 5:00 - 5: 15 5: 15 - 5:30 5:30 - 5:45 5:45 - 6:00 TOTAL RIGHT TURN ON RED % RIGHT TURN ON RED HEAVY VEHICLES SCHOOL BUS TRANSIT BUS %HV 4:00 - 5:00 4:15 - 5: 15 PROJECT W.O. NO. INTERSECTION COUNT DATE TIME OF COUNT eastbound L TH R ------------------ 8 28 3 3 19 5 41 41 5 3 14 2 28 16 7 2 13 0 ------------------ 85 131 22 0 0.0% VEHICLE VOLUME SUMMARY Tynes Building Lovell-Sauerland & Associates 3259 Prepared by Dale Watkins 3rd Avenue/Main - Edmonds Date IUb/-14- December 7. 1994 4:30 - 6:00 westbound L ------------------ TH R 13 54 5 12 48 10 15 19 6 12 22 4 12 20 4 11 12 13 ------------------ 75 175 42 0 0.0% northbound southbound PK HR L ------------------ TH R L ------------------ TH R TOTAL FACTOR -- -- -- -- -- -- ------ 0 -- -- -- -- -- -- 0 17 32 1 4 49 5 219 0.99 15 37 7 3 55 10 224 0.97 6 60 6 4 50 5 258 0.84 8 32 6 7 45 14 169 1.29 7 37 4 4 34 9 182 1.20 3 ------------------ 29 3 5 32 4 127 1.71 56 227 27 ------------------ 27 265 47 ------ 1179 1179 0 0 0.0% 0.0% -- -- -- -- -- -- -- -- -- -- -- 0 -- -- -- -- -- -- -- -- -- -- -- -- 0 -- -- -- -- -- -- -- 3 -- -- 4 -- 7 -- 0.0% -- -- 0.0% -- -- 1.0% -- -- 1.2% -- 0.6% HOURLY INTERSECTION VOLUME IN INCRMENTS OF COUNT PERIOD 4:30 - 5:30 870 4:45 - 5:45 833 5:00 - 6:00 736 Intersection Peak Hour Factor = 0.84 eastbound PEAK HOUR L , TH R 4:30 - 5:30 ----------------- 55 102 15 492 <-- 223 55 -- 102 --> 15 --v 395 westbound northbound southbound L TH R L TH R L TH R TOTAL ------------------------------------------------------- ------ 52 143 25 46 161 20 18 199 34 870 34 199 18 1 1 360 < v > 241 1_ -- 25 Total <-- 143 N in out v-- 52 870 870 140 --> 266 < >---- v 46 161 20 493 LEGEND XX% % DISTRIBUTION YY NO. OF PM PEAK HOUR TRIPS O1992 AVERAGE DAILY TRIPS CASPERS STREET OPROJECT TRIPS AS PERCENT 5% 9g00 ��ONI�S •Klh!GST 30% 6 • OH � � W P F�Rr `A, Fb m+4 Noy 5 % M y W bAF 60 % eF Q 100 s sr + 14 s9r MAIN STREET QP� 0AYTON STREET v 4150 C1100 `P SOT E CT ?0�- Q 30 % 3 Uj 54 N W N N �OJ�v O Q W W 10 % W Q 4 #Q 2 N cQ tt ` l!i N W E-DUOW09 CITY LIMITS_ .2%_-- PINE ST. z W WOOOWAY CITY LIMITS ) Q ' 2 � TRAFFIC GENERATION 'oQ WEEKDAY ADT .. 180 PM PEAK HOUR. .'24 5\ y 2 40% 72 Fb 9 � 0,�,a s TYNES BUILDING Lovell-Sauerland & Associates, Inc. TRAFFIC DISTRIBUTION ----------------------*----------------------------* ------------------- INPUT WORKSHEET Intersection:3rd Avenue/Main Street Date:December 8, 1994 Analyst:D. Watkins TimePeriod Anlyzd:PM Peak hourArea Type: XCBD Other Project No.3249 City/State:Edmonds, WA - Tynes Building ----------------=------------------------------------------------------------ -- - -- - --------------------------------------------------------- VOLUME AND GEOMETRICS 3rd Avenue N/S ST. [ 251] 1 1 25 ^ A (N) III NORTH SB TOTAL I ) 34 199 >18 11.0 TH v 143 <- [ 220] -WB TOTAL 1 52 v X X X X X X X 8' <--- TH--11.0'-1 IDENTIFY IN DIAGRAM 1-11.0'--TH --- > ^ 1.Volumes 8' X X X X X X X I ----------------- 2.Lanes,lane widths TH X Main Street 3.Movements by lane ^ 55 11.OX E/W STREET 4.Parking locations-(X) - I X 161 5.Bay storge ingths [ 172] -> 102 1 X 46 <A> 20 6.Islands E/B TOTAL - X [ 227] 7.Bus stops v 15 X N/B TOTAL TRAFFIC AND ROADWAY CONDITIONS 8' Ap Grd. % HV Adj.Pkg.Lane Buses PHF Cnf.Ped Pedstrn Button Arr. pr -- (%) ---- Y/N =------ Nm (Nb) (pd/hr) Y/N Mn.Time Type EB +2.0 ------- 2.0 Y ------- 1 ------= 0 ------- 0.90 ------- 50 ------- Y ------- 9 ----- 3 WB -2.0 2.0 Y 2 0 0.90 50 Y 9 3 NB +0.0 1.0 Y 2 1 0.90 50 Y 10 3 SB +0.0 1.0 N 0 1 0.90 50 Y 10 3 ----------------------------------------------------------------------------- Grade:+up,-down Nb:buses stopping/hr Min.Timing: min.green for HV:veh. > 4 whls PHF:peak-hour factor pedestrian crossing Nm:pkg.maneuvers/hr Cnf.Peds:Cnflctng peds/hr Arr.Type: Type 1-5 ------------------------------ PHASING i A D I <***** <**+> A * v G ^ v R * ^ A *****> <+**> M v -- - ---- - - - - ---- - - -- ---- - - - - ---- - - - - ---- - - - - ---- - - - - ---- - - - - --- - - - - - - Tim- G= 15.8 G= 15.8 G= 19.4 G= 0.0 G= 0.0 G= 0.0 G= 0.0 G= 0.0 ing Y+R= 3 Y+R= 3 Y+R= 3 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 ------------------------------------------ Ptmd/Acts A A A ----------------------------------------------------------------------------- Protected turns: ****^ 0000^ I Permitted turns: ++++^ I Cycle Length 60 Sec -------------------------------------------------------- 7-------------------- LOVELL-SAUERLAND & ASSOCIATES, Edmonds, WA, using NCAP by PSI - ------------------------------------------------------------------------------- Intersection:3rd Avenue/Main Street Date:December 8, 1994 Analyst:D. Watkins TimePeriod Anlyzd:PM Peak hourArea Type: XCBD Other Project No.3249 City/State:Edmonds, WA - Tynes Building ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- CAPACITY ANALYSIS WORKSHEET ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- LANE GROUP 3 4 5 6 7 8 9 ----------- Adjusted Ad.Sat Flow Ratio Green Ln.Grp v/C Crit. 1 2 Flow Rate F1w.Rt Ratio Capac. Ratio ? Appr. Mvmt. v s v/s g/ C c,vph X Lane (vph) (vphg) 3/4 ----- ---------------- ----------------------- ---------------------- ----------------------- 4x6 ------- ------=------ ------- ------------- 3/7 Group ----- ----- EB F 191 - 1100 0.174 - 0.263 290 0.659 *** ----- ---------------- ----------------------- WB F 245 - 1233 0.199 - ------- ------------- 0.263 324 0.755 ----- *** ----- ---------------- ----------------------- NB H 252 - 1125 0.224 - ------- ------------- 0.324 364 0.693 ----- *** ----- ---------------- ----------------------- SB H 279 - 1368 0.204 - ------- ------------- 0.324 443 0.630 ----- - ----------------------------------------------------------------------------- Cycle Length= 60.Osec, Lost Time/Cycle,L= 9.Osec, S(v/s)ci= 0.596, Xc=0.702 ----------------------------------------------------------------------------- LANE GROUP DIAGRAMS-[*** = PROTCTD, +++ = PERMTTD, ### = PROTCTD & PERMTTD] ----------------------------------------------------------------------------- F ^ H ^ * * v v ----------------------------------------------------------------------------- LOVELL-SAUERLAND & ASSOCIATES, Edmonds, ------------------------------------------------------------------------------- WA, using NCAP by PSI - ------------------------------------------------------------------------------- Intersection:3rd Avenue/Main Street Date:December 8, 1994 Analyst:D. Watkins TimePeriod Anlyzd:PM Peak hourArea Type: XCBD Other Project No.3249 City/State:Edmonds, WA - Tynes Building LEVEL -OF -SERVICE WORKSHEET First Term Delay Second Term Delay Tot.Delay_& LOS LANE 3 4 5 6 7 8 9 10 11 12 13 GROUP v/c Green Cycle Delay Lane Delay Prgrsn Lane Gp Ln Apprch Apr ----- Ratio Ratio Length dl Group d2 Factor Delay Gp Delay LOS 1 2 X g/C C sec/veh Cap,c sec/veh PF sec/veh LOS sec/veh Tbl Ap My (sec) (vph) T.9-13 (6+8)*9. 9-1 9-1 EB F 0.659 0.263 60.0 14.97 290 3.74 0.85 15.90 C 15.90 C -- -- ------ ------ ------------- ------------ ------------- ---------- --- WB F 0.755 0.263 60.0 15.46 324 6.62 0.85 18.76 C 18.76 C -- -- ------ ------ ------------- ------------ ------------- ---------- --- NB H 0.693 0.324 60.0 13.45 364 3.83 0.85 14.68 B 14.68 B -- -- ------ ------ ------------- ------------ ------------- ---------- --- SB H 0.630 0.324 66.0 13.11 443 2.04 0.85 12.87 B 12.87 B ------------------------------------------------------------------------------- Intersection Delay 15.44 sec/veh, Intersection LOS C Table 9.1 ----------------------------------------------------------------------------- LANE GROUP DIAGRAMS-[*** = PROTCTD, +++ = PERMTTD, ### = PROTCTD & PERMTTD] ----------------------------------------------------------------------------- F ^ H ^ * * v v ----------------------------------------------------------------------------- LOVELL-SAUERLAND & ASSOCIATES, Edmonds, WA, using NCAP by PSI ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- INPUT WORKSHEET Intersection:3rd Avenue/Main Street Date:December 8, 1994 Analyst:D. Watkins TimePeriod Anlyzd:PM Peak hourArea Type: XCBD Other Project No.3249 City/State:Tynes Building - 1996 without Proj. ----------------------------------------------- VOLUME AND GEOMETRICS 3rd Avenue N/S ST. [ 261] 1 I 26 ^ n NORTH SB TOTAL II < v > 35 207 19 1 11.0 TH v IDENTIFY IN DIAGRAM 1-11.0'--TH --- > 1.Volumes 8' X X X X X X X 2.Lanes,lane widths 3.Movements by lane 4.Parking locations-(X) 5.Bay storge ingths [ 179] 6.Islands E/B TOTAL 7.Bus stops TRAFFIC AND ROADWAY CONDITIONS Ap pr EB WB NB SB Grd. N +2.0 -2.0 +0.0 +0.0 HV 2.0 2.0 1.0 1.0 Adj.Pkg.Lane Y/N Nm Y 1 Y 2 Y 2 N 0 ^ 57 -> 106 =tl Buses (Nb) 0 0 1 1 PHF 0.90 0.90 0.90 0.90 Cnf.Ped (pd/hr) 50 50 50 50 149 <- [ 229) -WB TOTAL 1 54 v XXXXXXX <--- TH--11.0'-1 8' A t----------------- TH X Main Street 11.OX E/W STREET X 167 1 X 48 <A> 21 X [ 236] X N/B TOTAL 8' Pedstrn Button Y/N Mn.Time Y 9 Y 9 Y 10 Y 10 Arr. Type 3 3 3 ------------------------------- 7--------------------------------------------- Grade:+up,-down Nb:buses stopping/hr Min.Timing: min.green for HV:veh. > 4 whls PHF:peak-hour factor pedestrian crossing Nm:pkg.maneuvers/hr Cnf.Peds:Cnflctng peds/hr Arr.Type: Type 1-5 --------------------------------- PHASING D I I <***** <**+> A * v G A v R A *****> <+**> M v -- - ---- - - - - ---- - - - - ----- - -. ----- - -- - ---- - - - - ---- - - - - ---- - - - - ---- - - - - - - Tim- G= 15.8 G= 15.8 G= 19.4 G= 0.0 G= 0.0 G= .0.0 G= 0.0 G= 0.0 ing Y+R= 3 Y+R= 3 Y+R= 3 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 ---------------------------------------- Ptmd/Acts A A A ----------------------------------------------------------------------------- Protected turns: ****^ 0000^ I Permitted turns: ++++^ I Cycle Length 60 Sec ------------------------ LOVELL-SAUERLAND & ASSOCIATES, Edmonds, WA, using NCAP by PSI - - 0 ---------------------- -------------------------------- ------------------------- Intersection:3rd Avenue/Main Street Date:December 8, 1994 Analyst:D. Watkins TimePeriod Anlyzd:PM Peak hourArea Type: XCBD Other Project No.3249 City/State:Tynes Building - 1996 without Proj. CAPACITY ANALYSIS WORKSHEET ---- -- ------------------------------------------------------ LANE GROUP 3 4 5 6 7 8 9 ----------- Adjusted Ad.Sat Flow Ratio Green Ln.Grp v/C Crit. 1 2 Flow Rate F1w.Rt Ratio Capac. Ratio ? Appr. Mvmt. v s v/s g/ C c,vph X Lane (vph) (vphg) 3/4 4x6 3/7 Group EB F 199 - 1086 0.183 - 0.263 286 0.695 *** ----- ---------------- ------------------------------ ------------- ----- WB F 255 - 1233 0.207 - 0.263 324 0.786 *** ----- ---------------- ------------------------------ ------------- ----- NB H 262 - 1112 0.236 - 0.324 360 0.728 *** ----- ---------------- ------------------------------ ------------- ----- SB H 290 - 1368 0.212 - 0.324 443 0.655 - ----------------------------------------------------------------------------- Cycle Length= 60.Osec, Lost Time/Cycle,L= 9.Osec, S(v/s)ci= 0.626, Xc=0.736 ----------------------------------------------------------------------------- LANE GROUP DIAGRAMS-[*** = PROTCTD, +++ = PERMTTD, ### = PROTCTD & PERMTTD] ----------------------------------------------------------------------------- F ^ H ^ * * v v ------- LOVELL-SAUERLAND & ASSOCIATES, Edmonds, WA, using NCAP by PSI ------------------------------------------------------------------------------- v r ------------------------------------------------------------------------------- Intersection:3rd Avenue/Main Street Date:December 8, 1994 Analyst:D. Watkins TimePeriod Anlyzd:PM Peak hourArea Type: XCBD Other Project No.3249 City/State:Tynes Building - 1996 without Proj. LEVEL -OF -SERVICE WORKSHEET First Term Delay Second Term Delay Tot Delay— LOS LANE 3 4 5 6 7 8 9 10 11 12 13 GROUP v/c Green Cycle Delay Lane Delay Prgrsn Lane Gp Ln Apprch Apr ----- Ratio Ratio Length dl Group d2 Factor Delay Gp Delay LOS 1 2 X g/C C sec/veh Cap,c sec/veh PF sec/veh LOS sec/veh Tbl Ap My (sec) (vph) T.9-13 (6+8)*9 9-1 9-1 EB F 0.695 0.263 60.0 15.14 286 4.86 0.85 17.00 C 17.00 C -- -- ------ ------ ------------- ------------ ------------- ---------- --- WB F 0.786 0.263 60.0 15.61 324 8.22 0.85 20.26 C 20.26 C -- -- ------ ------ ------------- ------------ ------------- ---------- --- NB H 0.728 0.324 60.0 13.65 360 4.97 0.85 15.83 C 15.83 C -- -- ------ ------ ------------- ------------ ------------- ---------- --- SB H 0.655 0.324 60.0 13.24 443 2.43 0.85 13.32 B 13.32 B ------------------------------------------------------------------------------- Intersection Delay 16.46 sec/veh, Intersection LOS C Table 9.1 ----------------------------------------------------------------------------- LANE GROUP DIAGRAMS-[*** = PROTCTD, +++ = PERMTTD, ### = PROTCTD & PERMTTD] ------------------ 7---------------------------------------------------------- F ^ H ^ * * v v ----------------------------------------------------------------------------- LOVELL-SAUERLAND & ASSOCIATES, Edmonds, WA, using NCAP by PSI ------------------------------------------------------------------------------- r ------------------------------------------------------------------------------- INPUT WORKSHEET Intersection:3rd Avenue/Main Street Date:December 8, 1994 Analyst:D. Watkins TimePeriod Anlyzd:PM Peak hourArea Type: XCBD Other Project No.3249 City/State:Tynes Building - 1996 with Project ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- VOLUME AND GEOMETRICS 3rd Avenue N/S ST. [ 262] 26 A A SB TOTAL 1 - I I I 1 1 151 <- [ 231] < v > 11.0 -WB TOTAL (N) 36 207 19 TH 54 v III ----------------- I X X X X X X X 8' NORTH v <--- TH--11.0'-1 IDENTIFY IN DIAGRAM 1-11.0'--TH --- > A 1.Volumes 8' X X X X X X X I ----------------- 2.Lanes,lane widths TH X Main Street 3.Movements by lane A 92 11.OX E/W STREET 4.Parking locations-(X) - I X 167 S.Bay storge ingths [ 220] -> 112 1 X 48 <A> 21 6.Islands E/B TOTAL - X [ 236] 7.Bus stops v 16 X N/B TOTAL TRAFFIC AND ROADWAY CONDITIONS 8' Ap Grd. % HV Adj.Pkg.Lane Buses PHF Cnf.Ped Pedstrn Button Arr. pr -- (%) ---- ------- Y/N ------- Nm (Nb) (pd/hr) Y/N Mn.Time Type EB +2.0 2.0 Y ------- 1 ------- 0 ------- 0.90 ------- 50 ------- Y ------- 9 ----- 3 WB -2.0 2.0 Y 2 0 0.90 50 Y 9 3 NB +0.0 1.0 Y 2 1 0.90 50 Y 10 3 SB +0.0 1.0 N 0 1 0.90 50 Y 10 3 ----------------------------------------------------------------------------- Grade:+up,-down Nb:buses stopping/hr Min.Timing: min.green for HV:veh. > 4 whls PHF:peak-hour factor pedestrian crossing Nm:pkg.maneuvers/hr Cnf.Peds:Cnflctng peds/hr Arr.Type: Type 1-5 - --------------------------- PHASING ---------------------------------------------------------------------------- I A D I <***** <**+> A * v G A v R * A A *****> <+**> M v --------------------------------------------------------------------- Tim- G= 18.3 G= 15.6 G= 17.1 G= 0.0 G= 0.0 G= 0.0 G= 0.0 G= 0.0 ing Y+R= 3 Y+R= 3 Y+R= 3 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 ---------------------------------------------- Ptmd/Acts A AA ----------------------------------------------------------------------------- Protected turns: ****A 0000A ( Permitted turns: ++++A I Cycle Length 60 Sec ---------------- LOVELL-SAUERLAND & ASSOCIATES, Edmonds, WA, using NCAP by PSI ------------------------ 0 --------------------- -------- 0 -------------------- Intersection:3rd Avenue/Main Street Date:December 8 1994 Analyst:D. Watkins TimePeriod Anlyzd:PM Peak hourArea Type: XCBD Other Project No.3249 City/State:Tynes Building - 1996 with Project ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- CAPACITY ANALYSIS WORKSHEET ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- LANE GROUP 3 4 5 6 7 8 9 ----------- Adjusted Ad.Sat Flow Ratio Green Ln.Grp v/C Crit. 1 2 Flow Rate F1w.Rt Ratio Capac. Ratio ? Appr. Mvmt. v s v/s g/ C c,vph X Lane (vph) (vphg) 3/4 4x6 3/7 Group ----- ------------=--- ------------------------------ ------------- ----- ----- ---------------- ------------------------------ ------------- ----- EB F 244 - 996 0.245 - 0.305 304 0.803 *** ----- ---------------- ------------------------------ ------------- ----- WB F 257 - 1228 0.209 - 0.261 320 0.803 *** ----- ---------------- ------------------------------ ------------- ----- NB H 262 - 1149 0.228 - 0.284 326 0.803 *** ----- ---------------- ------------------------------ ------------- ----- SB H 291 - 1368 0.213 - 0.284 389 0.749 - ----------------------------------------------------------------------------- Cycle Length= 60.Osec, Lost Time/Cycle,L= 9.Osec, S(v/s)ci= 0.682, Xc=0.803 ----------------------------------------------------------------------------- LANE GROUP DIAGRAMS-[*** = PROTCTD, +++ = PERMTTD, ### = PROTCTD & PERMTTD] ----------------------------------------------------------------------------- F ^ H ^ * * v v ----------------------------------------------------------------------------- LOVELL-SAUERLAND & ASSOCIATES, Edmonds, WA, using NCAP by PSI ------------------------------------------------------------------------------- ---------------------- --------------------------------- ------------------------ Intersection:3rd Avenue/Main Street Date:December 8, 1994 Analyst:D. Watkins TimePeriod Anlyzd:PM Peak hourArea Type: XCBD Other Project No.3249 City/State:Tynes Building - 1996 with Project LEVEL -OF -SERVICE WORKSHEET First Term Delay Second Term Delay Tot.Delay_& LOS LANE 3 4 5 6 7 8 9 10 11 12 13 GROUP v/c Green Cycle Delay Lane Delay Prgrsn Lane Gp Ln Apprch Apr ----- Ratio Ratio Length dl Group d2 Factor Delay Gp Delay LOS 1 2 X g/C C sec/veh Cap,c sec/veh PF sec/veh LOS sec/veh Tbl Ap My (sec) (vph) T.9-13 (6+8)*9 9-1 9-1 EB F 0.803 0.305 60.0 14.58 304 9.76 0.85 20.69 C 20.69 C WB F 0.803 0.261 60.0 15.76 320 9.34 0.85 21.33 C 21.33 C -- NB -- H ------ 0.803 ------ 0.284 ------ 60.0 ------- 15.13 ----- 326 ------- 9.19 ------ 0.85 ------- 20.67 --- C ------- 20.67 --- C -- SB -- H ------ 0.749 ------ 0.284 ------ 60.0 ------- 14.84 ----- 389 ------- 5.36 ------ 0.85 ------- 17.17 --- C ------- 17.17 --- C ---------------------------------- Intersection Delay 19.87 --------------------- sec/veh, ------------------------ Intersection LOS C Table 9.1 ---- 7------------------------------------------------------------------------ LANE GROUP DIAGRAMS-[*** = PROTCTD, +++ = PERMTTD, ### = PROTCTD & PERMTTD] ----------------------------------------------------------------------------- F ^ H ^ * * v v LOVELL-SAUERLAND & ASSOCIATES, Edmonds, WA, using NCAP by PSI ------------------------------------------------------------- 6- ..11/15/94 12:03 FAX 206 72 7998 LOVELL SAUERLAND 44-. CITY OF EDMONDS 9002 Lovell-Sauerland ® I & Associates, Inc. 33rd Ave. W., Suite 200 >od. Washinoton 98036 (206) 775.1591 Seattle: (206) 340-0830 Etlgirsesis/Svr7oyol5lPlanSsrs/Development Consuttmis FAX: (2C6) 672.7998 November 10, 1994 L.S.A.' File No. 91-3249 Mr. Ed Giraud Developers Services Section Washington State Department of Transportation District 1 ' 15700 Dayton Avenue N Seattle, WA 98133-5999 Re: Tynes Building Permit, Edmonds File No. ADB-94-157 Response to State Comments Dear Mr. Giraud: This Ietter responds to the WSDOT letter of October 26. 1994 to Jeffrey Wilson regarding the above referenced project. The information herein is provided to clarify the previous information and allow WSDOT to review the project. i The trip generation information provided in Table 1 of the initial letter is correct as is the individual trip generation information on the map. The trip generation table on the map lids been corrected to be consistent with Table 1 and the rest of the map. The traffic distribution map indicated reflected that fact that a certain, amount'of traffic would be local and this local traffic would be randomly distributed through. the City I of Edmonds street network. The traffic letter referred to a smaller portion of the project traffic being diffused through the city streets. For traffic distribution purposes the local traffic is estimated at 10% of total project traffic. Because this distribution is random, no attempt was made to assign it to individual local streets. Enclosed is a revised traffic distribution map consistent with the trip generation provided in Table 1. Only the table on the map was revised. I trust this information answers your immediate questions. Sincerely, Dale B. Watkins, P.E. CC. Gordy Hyde Reider Tyncs 11/15/94 12:03 FAX 1# 1111 LEGEND XX% % DISTRIBUTION YY NO. OF PM PEAK HOUR TRIPS CD 1992 AVERAGE DAILY TRIPS PROJECT TRIPS AS PERCENT ��Mo>sns= .KtNosr �M .pz�R!^ TRAFFIC GENERATION WEEKDAY.ADT .. 100 PM PEAK HOUR.. 24 �Y s—o q I00 It J (f1 EoMONOS CITY LIMITS-.2%_-_ Wooc)wAy Ci rY LIMITS Lovell-Sauerland & Associates, Inc. LOVELL SAUERLAND TY IOF EDMONDS IM003 GASPERS 5TRR T a 25% 4S J ; j P !,a �S MAIN STRSST 0AYTou STR9 72 1% I. I I TYKES BUILDING 1 TRAF�IC DISTRIBUTION i i ui z m Z 7 u1 r • RECEIVE* AML vAPWashington State Department of Transportation Sid Morrison Secretary of Transportation NOV 10 1994 INGENGINEERDayton Dton Avenue North P.O. Box 330310 Seattle. WA 98133-9710 (206)440-4000 October 26, 1994 'y01j9��,, `9y4`v✓ j99 O Mr. Jeffrey S. Wilson o y City of Edmonds Planning Divisionj, 250-5th Avenue North Edmonds, WA 98020 SR-524 M.P.0.06 Vic. C.S.3149 Determination of Nonsignificance Application For A Building Permit For Reidar ,Tynes City File No. ADB-94-157 Dear Mr. Wilson: This letter is in response to your request for our comments on the DNS for this building permit application. The applicant seeks approval to construct a 17,000 square foot mixed use building. Half of the building would be for commercial and office use and the other half would be used for multiple family residential. The location of this proposed building is in the northwest quadrant of the SR- 524/2nd Avenue North intersection. The state's comments on the DNS for this application are as follows: The environmental checklist states that 3,000 cubic yards of excavation material will be removed to allow for a basement under the building. In order to ensure that city streets and state highways used by this development's hauling trucks be kept clean and clear of debris, we recommend that the developer's plans include provisions to keep streets and highways clean per the Puget Sound Air Pollution Control Agency Regulations (PSAPCA). The proposed landscaping for this building site should be such that sufficient sight distance is afforded vehicles leaving and entering the site. Refer to the WSDOT Design Manual and AASHTO Guidelines for the proper sight distances. The developer's traffic generation and distribution letter (dated October 3, 1994 by Lovell-Sauerland & Associates, Inc.) states that, "Major downtown routes -are under - 0 . 0 October 26, 1994 Jeffrey S. Wilson Page 2 jurisdiction --of Washington State Department of Transportation (WSDOT) include SR-524 which begins at the ferry terminal, and consists of Main Street west of 3rd Avenue and 3rd Avenue north of Main Street. SR-104 also begins at the ferry terminal and proceeds south on Edmonds Way and provides access to SR-99 and I-5. A spur of SR-524 begins on 3rd Avenue at Main and includes 3rd Avenue to Dayton and Dayton to Edmonds Way." These state routes are inside the city limits of Edmonds. Except of those sections of these two state routes classified as limited access facilities, these two state highways inside the city limits are under the city's jurisdiction per RCW 47.24; not WSDOT's jurisdiction. The trip generation table in the traffic engineer's letter of October 3, 1994 states that there is 180 average weekday trips (AWDT) and 24 PM peak hour trips generated from this mixed use building. However, the traffic distribution map states that this development will generate 196 AWDT and 19 PM peak hour trips. Which of these numbers is correct? The traffic distribution map shows only 90% of this development's traffic distribution. Where is the other 10% of this development's traffic? We need these questions answered before we can determine whether or not this proposed development will have a significant adverse impact upon any state highways. WSDOT is responsible for maintaining the highway surfacing on SR-524. We will need to review and approve any/all plans from the development of this parcel which will impact the SR-524 roadway surfacing. If channelization revisions on SR-524 are proposed or implemented as part of this proposed development's traffic impact mitigation measures, WSDOT must review and approve them also. A revised channelization plan will have to be submitted to this office for this review and approval process. October 26, 1994 Jeffrey S. Wilson Page 3 Thank you for the opportunity to offer our comments on the DNS for this proposed development. Should you have any questions, please feel free to contact Don Hurter (440-4451) or Ed Giraud (440-4447) of my Developer Services section. Si re *y,O ERTON, P.E. Managerng & Local Coordination RAJ:elg cc: Reidar Tynes Lovell-Sauerland & Associates, Inc. MEMORANDUM October 18, 1994 TO: John Bissell, Associate Planner FROM: Gordy Hyde, Engineering Coordinator qcl#.-, SUBJECT: Comments on November 2 ADB agenda items from October 14 CDRC meeting The following comments apply to the submittals: ADB-94-157 As indicated last month, the Engineering Division will not write requirements for incomplete plans. The applicant must provide greater detail for site cross sections showing such information as dimensions and proposed slopes. Driveway cross sections showing slopes must also be provided. WSDOT may require a traffic study as part of the SEPA review process. ADB-94-162 The parking lot must be paved and storm water retention provided on this site. The parking plan must be dimensioned and show stall details. Handicapped parking may be required to be provided. ADB-94-172 The applicant has not provided enough information to write requirements on. Dimensions and location of parking stalls and areas must be provided. ADB-94-174 This submittal is not recommended for approval. There are numerous locations where dimensions do not appear to be adequate to meet the Community Development Code. There are other locations where dimensions are missing. The Engineering Division has no comments on the other submittal. NOV94.DOC EDMONDS ARCHITECTURAL DESIGN BOARD AGENDA WEDNESDAY, NOVEMBER 2, 1994 PLAZA MEETING ROOM, LIBRARY BUILDING 650 MAIN STREET EDMONDS, WA 7:00 p.m. Please note; applicant or a representative must be present at meeting. Sign permits and building permits must be obtained at The building division in addition to approval of the Project by the Architectural Design Board 1. ROLL CALL 2. CORRESPONDENCE/COMMENTS FROM STAFF 3. ARCHITECTURAL DESIGN BOARD COMMENTS 4. APPROVE MINUTES FROM OCTOBER 5, 1994 5. CONSENT AGENDA (All items on the Consent Agenda are requesting Final Approval) ADB-94-171 ROOFTOP EQUIPMENT FOR AN EXISTING FUNERAL HOME Brad Butterfield John Beck Beck's Funeral Home " 405 5th Ave. S. ADB-94-173 NEW WALL MOUNTED SIGN Christopher Cerrato DC 110 W. Dayton St. ADB-94-177 NEW WALL MOUNTED SIGN Nakayoshi Japanese Restaurant 22315 Highway 99 ..6: AGENDA ADB-94-157 NEW MIXED USE COMMERCIAL AND RESIDENTIAL BUILDING WITH FOUR DWELLING UNITS Warren LaFon, Architect Reidar and Linda Tynes, Applicant 115 Main Street ' Final Approval ADB-94-162 NEW FREESTANDING SIGN Aprons Galore Plus 311 Edmonds Street Final Approval • ADB-94-172 CHANGE OF EXISTING MULTIPLE DWELLING UNIT BUILDINGS INCLUDING: CHANGE IN LANDSCAPING AND PARKING LOT ACCESS CHANGE CARPORTS TO GARAGES. CHANGE OF STYLE OF DOORS AND WINDOWS Highland Park Apts. / �0�o� �,U� 1151 5th Avenue S. Final Approval ADB-94-174 PARKING LOT RESTRIPING Soundview Apts.. 614 6th Avenue N. Final Approval ADB-94-175 NEW FREESTANDING SIGN ' Funtasia Berry Neon 7212 220th St. SW Final Approval wdl UA ve— /IJ ,7 Ql cf��Vvnc-3-1: CCt-7' Llt�coee_ll-1 e -5 -�o its (10ct> vc-f t-7 14 "o 4L T ve ,if c, vv)&-.,UE-2 --Ae- ._Y%4T Xflll. 4e- c< t-Icia Iocr-+c, 0 -7 RECEIVED OCT 1 7 1994 PERMIT COUNTED. AL ,� aw f Engineers/Surveyors/Planners/Development Consultants Mr. Gordon C. Hyde Engineering Coordinator Dept of Community Services City of Edmonds 250 5th Avenue N. Edmonds, WA. 98020 Re: Traffic Generation and Distribution Tynes Building Dear Mr. Hyde: • RECEIVED O C T 3 . - 1994 -. PLANNwa OUT. 19400 33rd Ave. W., Suite 200 Lynnwood, Washington 98036 (206) 775.1591 Seattle: (206) 340.0830 FAX: (206) 672.7998 October 3, 1994 LSA No. 3249 RECEIVEn 0 C T 61994 tNGINEERING The purpose of this letter is to provide requested traffic information regarding the proposed Tynes Building, an office/condominium building in Edmonds. The building will be located on the northwest corner of 2nd Avenue and Main Street on a 0.33 acre site. The proposed structure office use totalling 9,781 sf of leasable space. The top floor of the proposed building will house 4 condominiums. Existing Street System The building site is located in downtown Edmonds. These surface streets provide access to the various commercial sites and residences in downtown Edmonds and also provide access to the Washington state ferry terminal at the west end of Main Street where the Kingston Ferry makes regular departures. Major downtown routes are under jurisdiction of Washington State Department of Transportation (WSDOT) include SR-524 which begins at the ferry terminal, and consists of Main Street west of 3rd Avenue and 3rd Avenue north of Main Street. SR-104 also begins at the ferry terminal and proceeds south on Edmonds Way and provides access to SR-99 and 1-5. A spur of SR-524 begins on 3rd Avenue at Main and includes 3rd Avenue to Dayton and Dayton to Edmonds Way. Trip Generation The total number of vehicle trips expected to be generated by the project are determined using the ITE Trip Generation Manual, 5th Edition, 1991. The expected trip generation is based on the number of condominium units and the square footage of the office building. The ITE Trip Generation Manual also provides information regarding situational and local traffic characteristics that can influence the number of expected trips. Factors prevalent that would reduce the trip generation are; the proposed building contains multiple uses, Mr. Gordon C. Hyde Engineering Coordinator Page 2 is located in downtown Edmonds within walking distance of other offices and services (banks, restaurants, etc), and is served by public transit. The following trip generation reductions were applied to the office building trip generation: Multiple use - 5% Availability of local services - 10% Availability of transit facilities (bus & ferry) - 10% By-pass or multiple trips - 10% Total reduction = 35% The expected trip generation from the proposed building is shown in the attached table. Trip Distribution The building garage entrance is located on an alley on the west side of the building. Primary access to the building entrance is Main Street. Secondary access to the alley would be provided from Bell Street. Trip distribution for average daily traffic and the PM peak hour traffic as provided in the ITE Trip Generation Manual is shown on the attached Trip Distribution map. The trip distribution indicates that approximately 40% of the traffic will access the site via Edmonds Way south of Edmonds. The remainder of the traffic is expected to travel by major routes to and from north, major routes to and the east, and a smaller portion diffused through the City of Edmonds surface streets. For that traffic travelling to and from Edmonds Way, the two routes prevalent routes available are Edmonds Way south of Main and 5th Avenue south of Main. In this case, the Edmonds Way route is advantageous with respect to travel time. The 5th Avenue route does provide more convenience for traffic exiting the site especially during times of peak ferry traffic. The projected PM peak hour traffic generation of 24 PM peak hour trips generated by the project is shown in on the attached Trip Distribution Map. Due to the various access options described above, it is unlikely that any segment of the WSDOT road system immediately adjacent to the project will have 10 or more PM peak hour trips. Sincerely, Dale B. Watkins, P.E. Trip Generation , Tynes Building Total Average Weekday Daily Vehicle Trip Ends (ADT) 2 Trip Generation Trip Adjusted Trip Rate Generation Generation Condominium-4 units 5.86 ADT/unit 23 ADT 23 Office Building (9,781 s.f.) 24.5 ADT/unit 242 ADT 157 180 Total AM Peak Hour Trips 3 Condominium Office Building (inbound = 18, outbound = 2) Total PM Peak Hour Trips 3 Condominium Office Building (inbound = 4, outbound = 18) 0.44 tph/unit 3.17 tph/1000 sf 0.55 tph/unit 3.48 tph/1000 sf 2 tph 32 tph 2 tph 34 tph 2 tph 20 tph 22 tph 2 tph 22 tph 24 tph 1. Based on ITE Trip Generation Manual, 5th Edition. 2. Office Building ADT includes consideration for, multi -use facility, availability of local services, availability of transit and passer-by trips (35%). 3. Office Bldg peak hour trips includes consideration for, multi -use facility, availability of transit and passer-by trips (35%). LEGEND XX% % DISTRIBUTION YY NO. OF PM PEAK HOUR TRIPS 1992 AVERAGE DAILY TRIPS OPROJECT TRIPS AS PERCENT . Ep�pl.lt�5 - K�NGSTO� TRAFFIC GENERATION WEEKDAY ADT .. 196 PM PEAK HOUR .. 19 4150 ,?0� Q 30 % 3 0� G3 N Z W N E-DUOWDS CITY LIMITS-.2%_-- WOODWAY CITY LIMITS Lovell-Sauerland & Associates, Inc. f CASPE12S STREET �q00 � 25% Q' r7' / 25% 45 6 \\ MAIN STREET VAYTON STREET PROJECT SITE T! W Z) W Q a 40% 72 Fb s TYNES BUILDING TRAFFIC DISTRIBUTION L W w Q W m W Q L T* V MEMORANDUM September 16, 1994 TO: John Bissell, Associate Planner FROM: Gordy Hyde, Engineering Coord inatorq W SUBJECT: Comments on October 5 ADB agenda items from September 16 CDRC meeting The following comments apply to the submittals: ADB-94-146 The City of Edmonds will not be held responsible for any discrepancies found between the architectural site plans and the engineered site plan. A high traffic load driveway will be required with a minimum width of 24 feet A seven foot wide sidewalk is required in this zone. Water quality amendments will be required. First preference would be a bioswale, but an alternative could be catch basin filters. The wet pipe shown on earlier civil submittal is good for sediment retention but not for removal of oils. The flow restrictor cannot be constructed in public right-of-way. All driveways (interior streets) are to be a minimum of 24 feet wide from face of curb to face of curb. No handicap stalls are indicated. Resolve issue regarding number of units and number of parking stalls. '.A'VB:94 1"57 Engineering will not write requirements for incomplete plans. The applicant must provide greater detail such as dimensions, slopes, and proposed site improvements. Storm water retention will be required. Concerns exist regarding sight distance for vehicles entering and exiting alley. WSDOT may require a traffic study as part of the SEPA review process. ADB-94-150 The parking lot must be paved and storm water retention provided on this site. The parking plan must be dimensioned and show stall details. Handicapped parking may be required to be provided. The Engineering Division has no comments on the other submittal. OCT94.DOC MEMORANDUM CITY OF EDMONDS PLANNING DIVISION September 15, 1994 TO: CDRC MEMBERS FROM: JOHN BISSELL AICP, ASSOCIATE PLANNER SUBJECT: CDRC MEETING. Meeting Date: Friday, September 16, 1994 Meeting Time: 8:30 a.m. Meeting Place: Community Services Conference Room Meeting Agenda: 1. ADB Agenda for the October 5, 1994 meeting (attached). 2. Additional CDRC discussion issues (open). If there are any items on the ADB agenda that you need more information for comment, please give me a call or stop by my office. If you leave a message on my voice mail, I'll be sure you get what you need. My extension is 224. CC Paul Mar Rob Chave Bob Alberts Gordy Hyde Jim Walker Gary McComas Jeff Wilson Steve Bullock Noel Miller Jeannine Graf Steve Fisher Planning Division Secretary EDMONDS ARCHITECTURAL DESIGN BOARD AGENDA WEDNESDAY, OCTOBER 5, 1994 PLAZA MEETING ROOM, LIBRARY BUILDING 650 MAIN STREET EDMONDS, WA 7:00 p.m. Please note; applicant or a representative must be present at meeting. Sign permits and building permits must be obtained at The building division in addition to approval of the Project by the Architectural Design Board 1. ROLL CALL 2. CORRESPONDENCE/COMMENTS FROM STAFF 3. ARCHITECTURAL DESIGN BOARD COMMENTS 4. APPROVE MINUTES FROM AUGUST 10, 1994 5. CONSENT AGENDA (All items on the Consent Agenda are requesting Final Approval) ADB-94-145 MODIFICATION OF PREVIOUS APPROVAL FOR A NEW ELEVATOR AND FRONT ENTRY FOR BUILDING 5. HARBOR SQUARE Warren LaFon Harbor Square Assoc. 170 W. Dayton St. 6. AGENDA 21 ADB-94-146 NEW 6 BUILDING +9: DWELLING UNIT MULTIPLE FAMILY DWELLING COMPLEX Bjorn Thuesen 8104-8122 212th Street Southwest Final Approval ADB-94-157 NEW MIXED USE COMMERCIAL AND RESIDENTIAL BUILDING WITH FOUR DWELLING UNITS Warren LaFon, Architect Reidar and Linda Tynes, Applicant 115 Main Street Preliminary Review ADB-94-160 REMODEL OF AN EXISTING COCO'S RESTAURANT INCLUDING NE ROOF, NEW COLORS, NEW ENTRY AND NEW SIGNS Coco's Family Restaurant 7929 Lake Ballinger Way Final Approval • • ADB-94-150 NEW FREESTANDING SIGN Aprons Galore Plus 311 Edmonds Street Final Approval APPLICATION ROUTING FORM FILE: #ADB-94-157 AND CHECKLIST FROM: JOHN BISSELL ROUTED TO: BUILDING 9/6/94 _ENGINEERING FIRE DEPARTMENT 9/6/94 PUBLIC WORKS 9/6/94 PARKS & RECREATION 9/6/94 COMMENTS: Owner REIDAR & LINDA TYNES Property Address 111 MAIN STREET Date of Application 9/2/94 Type NEW RETAIL/CONDO BUILDING X Application X Fee X APO List Title Report X Vicinity Map X Elevations Petition (Official Street Map) 93-30 Critical Areas Determination COMMENTS — Site Plan for Short Subdivision (8.5 x 11) X Site Plan (11 x 17) Legals (Existing & Proposed) Environmental Assessment Proof of 2-Year Occupancy (ADU) Declarations (Variance & C. U. P.) Environmental Checklist CITY OF EDMONDS r 250 - 5th AVE N. • EDMONDS. WA 98020 • (206) 771-3202 COMMUNITY SERVICES: I 90 1q q� Public Works • Planning • Parks and Recreation • Engineering 8- January 26, 1989 Rainier Bank ATTN: Barb or Darlene 306 Main Street Edmonds, Washington 98020 RE: Diamond Parking Savings Account #0017507767 LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR The City of Edmonds hereby authorizes the release of savings account funds, in the amount of $975.40, for landscape work at 105 2nd Avenue North. All interested City departments have inspected the site and approved release of the bond. If you have any questions please feel free to call me at 771-3202. Thank you, Jeannine L. Graf Permit Coordinator cc: Diamond Parking STREET FILE DIAMOND PARKING INC. PARKING D < SCOT PRICE QaEM1ON > i SINCE 1922 Seattle Operations 3161 ELLIOT AVE. • � SEATTLE, WA 98121 • (206) 284-6303 f • Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan BOND RELEASE FORM CITY OF EDMONDS BUILDING DIV . N DATE: I - Zr, - 89' TO: ENGINEERING DEPARTMENT-DAN SMITH PLANNING DIVISION-BRUCE FINKE FROM: Jeannine L. Graf, Permit Coordinator PERMIT #: ADB # PLAT # PROJECT ADDRESS: )OS mal V1 DEVELOPER TYPE OF BOND TO BE RELEASED BOND DATE POSTED BOND EXPIRES Please inspect for the release of the bond. If there are outstanding requirements please advise in the space provided. BOND APPROVED FOR RELEASEPJj DATED I — 26 - 8(1 BOND NOT APPROVED SEE OUTSTANDING REQUIREMENTS DATED 890-19C� CITY OF EDMONDS 250 - 5th AVE N. • EDMONDS, WA 98020 • (206) 771-3202 COMMUNITY SERVICES: Public Works • Planning • Parks and Recreation • Engineering November 29, 1988 The Travelers Indemnity Company Surety Department Post Office Box 21484 Seattle, Washington 98111-3484 RE: Diamond Parking Facility 105 2nd Avenue North Permit #860804 Parking Lot Maintenance Bond $1,500.00 LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR The City of Edmonds hereby authorizes the release of the maintenance bond in the amount of $1,500.00 for landscaping and paving located at 105 2nd Avenue North. All interested City departments have inspected the site and approved the bond for release. If there are any questions contact the building division at 771-3202. Thank you, Jeannine L. Gra Permit Coordinator STREET FILE • Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan a 0 MEMORANDUM November 29, 1988 TO: Jeannine Graf FROM: Rich Schipanski SUBJECT: Landscape bond at 105 2nd Ave. N. A site inspection on 11-29-88 revealed that the landscaping required by the City has been installed. The bond may be released. A16Y -- Ceti ld You ?ice lAv At s1441 ON �e ,ppftA� // 4H er kvrra✓ y� ?-ox-jo, .4ow ¢ w STREET FILE 0 BOND RELEASE FORM CITY OF EDMONDS BUILDING DIAN DATE: TO: ENGINEERING DEPARTMENT-DAN SMITH ✓ PLANNING DIVISION-BRUCE FINKE FROM: Jeannine L. Graf, Permit Coordinator PERMIT #: &Oo N/ ADB # PROJECT ADDRESS: 105 DEVELOPER PLAT # Zro A& N TYPE OF BOND TO BE RELEASED / )k1l1! /49111*6 $ /-520 BOND DATE POSTED //—Zb S5 BOND EXPIRES // 26-86 Please inspect for the release of the bond. If there are outstanding requirements please advise in the space provided. STREET RE BOND APPROVED FOR RELEASE DATED /o BOND NOT APPROVED SEE OUTSTANDING REQUIREMENTS DATED The Travd*s In'demn t IF"om an Hartford; Con Ineie scut (A STOCK COMPANY) GENERAL FORM STATUS INQUIRY r City of Edmonds Civic Center Edmonds, WA 98020 L August 26 1 .188 Our Bond No 345G399A I Reinsured's Contractors DIAMOND PARKING, INC. tt Address: r—^ - Description of Contract: Diamond Parking Facility - 109 Mai Sn treet (Include Location and Owner's Contract Number) Ownert CITY OF EDMONDS Contract Price $ 11500 Bond(s) $ 11500 Effective Date 11/20/86 Mi Without prejudicing your right or affecting our liability under our bond(s) described above, we would appreciate such of the following information as is now available. Very truly yours, Vice President 1. IF CONTRACT COMPLETED, PLEASE STATE: Approximate date of completion of work (or final delivery) — Date of Final Payment y Approximate acceptance date Final Contract Price 2. IF CONTRACT UNCOMPLETED, PLEASE STATE: 14104D 1&10 !/L/' 1774 / y / / 0F11'ci60 rr' Approximate percentage or dollar, amount of contract completed or delivered 3. Do you know of any unpaid bills for labor or material (Check) Yes No Q 4. _Remarks: (If any) It is understood that the information contained herein is furnished as a matter of courtesy for the confidential use of the surety and is merely an expression of opinion. It is also agreed that in furnishing this information, no guaranty or warranty of accuracy or correctness is made an no esponsibility is assumed as a result of reliance by the surety, whether such information is furnished by the owner or by an architect or engineer as th:i:g ent of the -7 Date 19 atu► x Title �`•, PLEASE RETURN ORIGINAL OF THIS INQUIRY TO The language of this form is acceptable to The Surety tion of America 6ENERAI FORM STATUS INQUIRY Office at 1200 Sixth Avenue Stamped addressed envelope to be attached Federal cases to be submitted in duplicate. S-373 REV. 8-80 PRINTED IN U.S.A. HE TRAVELERS INDEMNITY COMPANY Seattle, WA 98101 e 1. 1 --� B90.1 CITY OF EDMONDS 250 - 51h AVE N. • EDMONDS. WA 98020 • (206) 771-3202 COMMUNITY SERVICES: 28, P1988Works • Planning • Parks and Recreation • Engineering Jerry Pollard Diamond Parking Inc. Seattle, Wa 98121 Dear Mr. Pollard, LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR On January 26, 1986, the Hearing Examiner approved Diamond Parkings request for a Conditional Use Permit to allow a tempory parking lot at 109 Main St., Edmonds. The Conditional Use Permit was approved with the condition that all Architectural Design Board requirements be met. The Architectural Design Board, under file ADB-110-85, approved the project with the condition that landscaping be installed and maintained. On May 16, 1988 the Hearing Examiner approved a one year extension of the Conditional Use Permit, with the condition that the applicant shall clean all planting beds and install plantings to conform with the original landscape plan approved by the Architectural Design Board. As of this date, the required landscape improvements have not been - completed. Please note that the Conditional Use Permit can be revoked if the conditions are not met. Please contact me by July 8, 1988 regarding this matter. Thank you for your cooperation. Sincerely, Rich Schipanski Planning Division STREET FILE 0 • Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan Staff Decision CU-57-85 O-e 2 The proposed permit extension, as conditioned, should not significantly impact the neighboring property. Transferability The permit shall not be transferable. VI. STAFF DECISION: Staff finds that, with proper conditions, the proposed temporary parking lot should be allowed one one year extension. The requested extension for conditional use permit #CU-57-86 is hereby granted, subject to the following condition: 1. The Applicant shall clean up all planting beds to conform to the original planting plan approved by the Edmonds Architectural Design Board. This work must be done within two weeks of the final decision date of this extension. Failure to comply with this condition shall void this extension approval. 2. The extension is good for one year, until May 31, 1989. This extension request is granted subject to the authority granted the Planning Staff as outlined in Chapter 17.50.090 of the ECDC. ENTERED THIS 16TH DAY OF MAY, 1988. D ane V. Bowman Assistant City Planner NOTICE OF RIGHT TO APPEAL Pursuant to Chapter 20.100.010 of the Edmonds Community Development, written appeals alleging specific error of fact or other grounds for appeal must be filed with the Planning Department of the City of Edmonds within ten (10) working days of the date of this decision. In this matter, any appeal must be received no later than 5:00 P. M. on May 31, 1988 or this decision will become final. DIAMOND/TXTDVB51 STREET FILE 0 STAFF DECISION FILE #CU-57-85 S�ri jT FILE I. REQUESTED ACTION: Extension approval for a temporary parking lot at 109 Main Street, Edmonds. II. APPLICANT/OWNER: Diamond Parking c/o Jerry Pollard 3161 Elliott Seattle, WA 98121 III. LEGAL DESCRIPTION: 5. Lots 1 and 2, Block 12 of the Plat of Edmonds. .:..- IV. REASON FOR REQUEST: The Applicant is requesting approval of a one year extension to allow the temporary parking lot on the northwest corner of Main Street and 2nd Avenue North to remain in operation. The temporary parking 18t was originally approved by the Hearing Examiner on January 26, 1986, under file #CU-57-85. The parking lot was approved by the ADB, under file ADB-110-85. On November 11, 1986, the Applicant was issued building permit #860804 to construct the parking lot.' The parking lot has not been well maintained. The approved landscaping has not been installed per plan and the planting areas are in need of weeding. On February 25, 1988, the Applicant filed a request for an one year extension for the parking lot. V. CONFORMANCE TO REVIEW CRITERIA OF CHAPTER 20.05 Comprehensive Plan As conditioned, the proposed use does not appear conflict with the Comprehensive Plan. Zoning Ordinance As conditioned, the proposed use is consistent with the purposes of the zoning ordinance and the BC zone district. Not Detrimental Staff Decision CU-57-85 age 2 1 The proposed permit extension, as conditioned, should not significantly impact the neighboring property. Transferability The permit shall not be transferable. VI. STAFF DECISION: Staff finds that, with proper conditions, the proposed temporary parking lot should be allowed one one year extension. The requested extension for conditional use permit #CU-57-86 is hereby granted, subject to the following condition: 1. The Applicant shall clean up all planting beds to conform to the original planting plan approved by the Edmonds Architectural Design Board. This work must be done within two weeks of the final decision date of this extension.' Failure to comply with this condition shall void this extension approval. 2. The extension is good for one year, until May 31, 1989. This extension request is granted subject to the authority granted the Planning Staff as outlined ih Chapter 17.50.090 of the ECDC. ENTERED THIS 16TH DAY OF MAY, 1988. 0 D ane V. Bowman Assistant City Planner NOTICE OF RIGHT TO APPEAL Pursuant to Chapter 20.100.010 of the Edmonds Community Development, written appeals alleging specific error of fact or other grounds for. appeal must be filed with the Planning Department of the City of Edmonds within ten (10) working days of the date of this decision. In this matter, any appeal must be received no later than 5:00 P. M. on May 31, 1988 or this decision will become final. DIAMOND/TXTDVB51 0 * 1 PLANNING/BUILDING FINAL APPROVAL FORM MEMO TO: BUILDING DIVISION, JEANNINE L. GRAF FROM: PLANNING DIVISION, PROJECT: ADDRESS: lD�j� 121vO 4w- , S PERMIT: c� �a ADB# /�D - -T v� PERMIT APPROVED FOR FINAL F-1 PERMIT NOT APPROVED FOR FINAL REQUIREMENTS: 2. 3. 4. 5. 197 BRUCE FINKE DATE COMMUNITY SERVICES ENGINEERING/BUILDING FINAL FORM MEMO TO: Building Division FROM: Engineering Division SUBJECT ADDRESS: I. PERMIT APPROVED FOR FINAL Ii. PERMIT NOT APPROVED FOR FINAL 10 Requirements: 2. 3. S w • RECEIVED BURLINGTON NORTHERN RAILROAD F FEB 2 1987 ENGINEERING First Interstate Center 999 Third Avenue Seattle, Washington 98104-1105 January 30, 1987 Mr. Jerry Hauth, City Engineer City of Edmonds 250 5th Avenue So. Edmonds, Washington 98020 Dear Mr. Hauth: This letter is in regards to the request made by Diamond Parking to allow run off from their parking lot into the City of Edmonds drainage system, which runs underneath Burlington Northern's mainline tracks and then into the bay. The location of the area is at Main Street and 2nd Avenue (area 120' x 120') in Edmonds, Washington. The Burlington Northern Railroad has no objection to the placement of the run off into -the city's system. Before proceeding, approval must be granted by the city of Edmonds. 4 OW P. L. Adelman Division Engineer DRO/skt File: Edmonds STFT FILE ja8730skvm0l CITY OF EDMONDS 250 51h AVE. N. • EDMONDS, WASHINGTON 98020 • (206) 771.3202 COMMUNITY SERVICES December 29, 1986 Mr. Jerry Pollard Diamond Parking 3161 Elliott Avenue Seattle, Washington 98121 RE: Parking, Lot 102 Second Avenue South Permit #860804 Per your request a two week extension on permit number 860804 is granted. The new expiration date on the permit is January 16, 1987. Jeannine L. Graf Permit Coordinator JLG:pmm LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR STREET FILE PUBLIC WORKS 0 PLANNING 0 PARKS AND RECREATION 0 ENGINEERING 3.S k__o 4211 'S DEC 2 2 RECb N l/ A I A Y Y H N E E R R E E 9/ oll FT. ARKIN lAM ON SERVICE S1�u i 922 M 3011 TYPICAL SET-UP FOR STANDARD INSTALLATION. INCLUDES M-101 METER BOX SIGNS NUMBERED #59 61 81 &027 N CAN BE USED WITH THIS TYPE OF INSTALLATION, COIN BOX M -Io1.D OR- m-io►Y CAN BE USED WITH THIS TYPE OF INSTALLATION. so. � m cl) > a O O �rn oD r C Zlr>-Z� o �o O ZO 3'a T D (n 0 � �' FT. CITY 0 144CE) (M Y YZI�H �, � o mc N (� 2m Z UN Q, A ST RE FILE `T"oi> OF 39AC-K Er 3$" Pot E SvA.Jk GROUND 31 Gla��'i • `� QO ©� L� v— E �� one C!% acre r x Gt-Z.4t '�r &.- LA vC� t 7 Ga InAllr aln <%O k,4P 2&R TOww� 5171' �. tt `v.vvie a- a 1813�; �,LKk,qF-, CITY OF EDMONDS 250 5th AVE. N. • EDMONDS, WASHINGTON 98020 • (206) 771-3202 COMMUNITY SERVICES December 11, 1986 Jerry Pollard Diamond Parking, Inc. 3161 Elliott Ave. Seattle, WA 98121 Dear Mr. Pollard, LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR STREET FILE This letter is in reference to a parking lot under development at 400 Dayton St. in Edmonds. It has cane to our attention that several items required for the parking lot have not been canpleted. The first item that has not been completed is the landscaping. When the city's Architectural Design Board approved the parking lot on January 9. 1986, landscaping requirements were added. As the Diamond Parking representative at the meeting, you told the ADB that a detailed landscaping plan would be submitted for review at a later date. The plan was not submitted. At the ADB meeting, the Board approved the parking lot with landscape requirements. The requirements are: Street trees were requested to shade planting areas. The Board assumed that these trees would be shown on the detailed landscape plan. Several street trees should be added to the parking lot landscaping. At least one 6-8 foot high growing shrub should be added to each of the planter areas which do not have trees at present. The planter areas with trees are at the southwest corner and south central property line. In addition, landscaping on the west side of the lot was not installed. The plan submitted for ADB approval indicates several small landscaped areas. This landscaping should be installed as shown on the plan and, as noted above, at least one shrub should be planted per planted area. The second incomplete item is for the drainage system. The Engineering Division called for an agreement with Burlington Northern for drainage as part of this parking lot approval. No such agreement has been submitted. Another problem is; with signs on the lot. A building permit is required for the sign installed on the parking lot. No such permit is PUBLIC WORKS PLANNING 0 PARKS AND RECREATION 0 ENGINEERING o J on file with the Building Division. In addition, the towing sign is in the street right of way. No pubic information signs are permitted in a right of way. Please have the sign moved onto the parking lot property. Finally, there is no business license on file for this parking lot. Section 4.72.020 of the Edmonds City Code is as follows: It is unlawful for any person to conduct, operate, engage in or practice any business in the city of Edmonds that is conducted, operated, engaged in or practiced in whole or in part from real property located within the city, without having first obtained a business license from the city. In order to resolve this matter, the landscaping noted above should be planted, the drainage agreement should be submitted the towing sign should be moved, and the business license and building permits should be obtained. It should be noted that the business license cannot be approved until all other items have been completed. For information on the drainage agreement, Jerry Hauth of the Engineering Division should be contacted. Bruce Finke or me can assist with the ADB requirements. Jeannine Graf of the Building Division can assist with the building permit. Jodie Freeberg. in the City Clerk's office should be contacted for the business license. We can all be reached at 771-3202. Please respond to this matter by December 181 1986. Your cooperation will be appreciated. Sincerely, Leigh Francis Code Enforcement Technician cc: Jerry Hauth Bruce Finke Jeannine Graf'. Jodie Freeberg CITY OF EOMONOS CIVIC CENTER • EDMONDS. WASHINGTON 98020 • (206) 775-2525 /Ylfi EN.9/Y(.E CITY ATTORNEY PERFORMAUQE BOND Go Z 3,T_1-f LARRY S. NAUGHTEN MAYOR PDS�1`D /1 /Z616 Bond #345G399-A Project Name: Diamond parking facility Project Address: t 165- 2ivr� �4vc. u� Developer/Contractor: Diamond Parking, Inc. City of Edmonds File Permit No. o40 WHEREAS, Diamond Parking, Inc. , hereinafter referred to as "the Principal", has applied to the City of.Edmonds, hereinafter referred to as "the City", for Landscaping permit/ drainage to construct the project known as Diamond par ing aci i y on a site located at 1.09 Main Street within the City of Edmonds, and WHEREAS, the City approved the requested action on % �p 198, and WHEREAS, the approval granted by the City and the provisions of the Edmonds Municipal Code require certain improvements to be made in connection with construction of the project, the improvements are shown on the approved site plan and other required plans and as further defined by the conditions identified in the City file, NOW, THEREFORE, the undersigned Principal and Travelers Indemnity Company , a corporation authorized to transact surety business in the State of Washington, hereinafter referred to as "the Surety", agree and bind themselves, their heirs, executors, administrators and assigns, unto the City in the sum of One thousand five hundred and no/100ths dollars ($ 1,500.00 ) , . lawful money of the United States, according to the following terms and conditions: 1) If the Principal does not complete all improvements / required by the above -referenced conditions, plans, and file by !/ 1958, then the Surety shall, upon the demand of the City remit to the City within ten (10) days of receipt of said demand the amount of this bond or such lesser amount as may be specified in the demand. 2) In the event the Principal fails to'compiete all of the above referenced improvements within the time period specified by the City, its employees and agents. shall have. the right at their sole election to enter onto said property -described above for the purpose of completing=the improvements. This provision shall not be construed as creating an obligation on the part of the City or its representatives to complete such improvements. STREET FILE a 3) In the event any lawsuit is instituted by the City of Edmonds, the Principal or the Surety to enforce the terms of this bond or to determine the rights of any party hereunder, -the prevailing party in such litigation shall be entitled to recover from the losing party its costs, including reasonable attorneys' fees, incurred as a result of such lawsuit. 4) This bond shall remain in full force and effect until the obligations secured hereby have been fully performed and a bond guaranteeing maintenance of all improvements for a period of two (2) years from acceptance has been submitted to the City in an amount of not less than fifteen (15) percent of the cost of the improvements and in a form suitable to the City, and until released in writing by the City at the request of the Surety or the Principal upon expiration of the period specified in paragraph l above. DATED this 20th day of Travelers Indemnity Corrvan Bonding Company Title Ri . Jakielski Attorney -in -fact 1200 Sixth Ave, Seattle, WA 98101 Bonding Company Address STATE OF WASHINGTON �r 19A6. Developer/Owner Accepted:. SURETY ACKNOWLEDGMENT Pity of EdmonTs v Permit Coordinator Date: / Z1ol6 ss. COUNTY OF SNOHOMISH ) On this day of4W/Xk16q 19840, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Richard J. Jakielski , to me known to be the Attorney -in -fact of Travelers In ity_Company. , the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. 3 WITNESS my hand and official seal hereto;,affixed the day and year first above written. ,1 . G OTA PUBLIC in and f6r the Stat W ington, residing at PERFORMANCE BOND - Page 2 0 CAVASSA & ASSOCIATES 40 November 13, 1986 Diamond Parking Inc.. 3161 Elliot Ave. Seattle, WA 98121 Civil Engineers e5U 57— t?.450* ATTN: Jerry Pollard STRE RE: Parking Lot @ 2nd and Main in Edmonds gFILE Dear Mr. Pollard, Please refer to the attached as -built drawing and runoff calculations for this lot. The increase in runoff is calculated to be 0.15 cubic feet per second, a relatively small amount. Due to the grade of the parking lot, providing satisfactory storm detention would be rather costly for the intended use. It is my understanding that with permission from the City and Burlington Northern Railroad, the increased runoff could be directed to the alley and into the catch basin across the alley from the southwest corner of the property. Runoff bypassing this catch basin during peak flow would flow to the adjacent catch basin in the Main Street gutter on the west side of the alley. I would like to point out, however, it appears the restaurant parking pavement ha:s settled in this area and creates minor ponding in the handicapped parking space. A small catch basin has been placed by the southeast corner of the restaurant in an attempt to drain this parking space. The owner of this property may be interested in some paving here to correct this. In any case, a small asphalt concrete berm, about 2 inches high, and 4 or 5 feet long should be placed at the back of the upper catch basin, from the back of the sidewalk north parallel with the alley. This will better direct runoff down the alley to the catch basin. Runoff from the northwest half of the parking lot will drain out into the inverted crown of the alley. However, some means of directing water along the south side of the parking lot must be used. I suggest placing railroad ties or concrete wheel stops tight, end to end, ;set about 3 inches below the crushed surfacing or earth to make a relatively solid berm. The grade is such that this will direct runoff to the west. Terry Houth, City D.P.W. Official expressed his concern about the crushed surfacing washing out onto the alley. A way to prevent this would be to 321 N. Lewis St. • P.O. Box 298 • Monroe, WA 98272 • Phone: (206) 794-7266 -2- pave the steeper slope along the west side of the parking lot. This paving should have a berm along the west side to direct the water to the south driveway. This small increase in paving should not affect the runoff significantly. The only alternative I can think of off hand is to pave the entire parking lot and provide a permanent underground detention system that would serve ultimate development. Very truly yours, Paul Cavassa, Jr. P. PC,Jr/djw attach PAUL CAVASSA, JR. P.E. Civil Engineer 321 NO. LEWIS ST. P. O. BOX 299 MONROE, WA 98272 206 - 794 - 7266 Pit. /coc-2' 1 M Co `-O T A - C O ae-- _ 2 . N -"A (^k SYS Ci L t t—t`T- r`I !z (./.( `� �,�.-t-r1� � , �.✓•�l , tit Z E� � - 3 � 00 4r P4E L G.�F Tc N .4 $,,Al / -7o - 7• 6& ✓ = z . a A = I = 0..33 ACe4E %�,e/� ,r�.� vEr�o��> �Nv/��y = ,�f•¢�.1�i4c�� Vi1tT . tJS,E G=O.Sn f - G J ✓,E c X 4:97 %/v/Ti 40 ` `,,7P A vG , c L ,a-i/seq s .vcs 7 Z. ". . e o, / s _ 7 ce �l-r-v..•d-C� _G =... /..o, ass 1-9, 4dx:> 7�$, . _ ...__ _...._ C oo pcv�c.vAlEv =- _7 S. X 4 a K o . 3 3 = _O� G�^S = ©. ' PALL CAVASSA, JR. P.E. • Civil Engineer 321 NO. LEWIS ST. P. O. SOX 298 M NROF, WA 9c272 _ 206 794 -7266 (,,�/ _ -. /`-7�'T�D13 C.e�-G G. • -��..Q � _.._5.7_a.E.�t Cp F; -- r- CD A19d TE^rTiD.c.� ..� •YS %'�' �' v.S iN� aiF�c, _�!y Q V x_ 90 xP-_ d 4�0 x �• It Z x 13, i 3 = 3 7 6— ,50.2- C,4 T c- Al sic/ .4 N /J �.. t �- 5 Tiy i S � s .4 �,� �s�' � �-•4� � 3� . /^! 5 ice- ` cr.� T`i o .�.I .4,vv yNG 2 sue' i"O-o ,cGo w is oAlc y p, ♦s c oc-5 f �' , -: �� •.r- •-.�! "ivy .. ..�/ 4' 'e;24 " 77,07A 7-10•�1.. .,4-^46) Ao' o oCY"'- A EEA PA AC -EX X ADD "PA'1111V& TV eZN7WZ-,e5eJ515W- �A . ov. le.z. TIE<$ �VAIC, 57DjP!57 45w A-5R14A?r9Ee-o"l AS e-EeVtJ1ZW I 4 AMAIVACAP ,d P*A L& e- O.-;A I a J11114 -15 T JAI ED 1'*-f 4A10 5 Taps -11 L 144 C'. q PAUL CAVASSA,. A P.E. 041 Enigin-'ei-6r 321 NO. LEWIS St: P. O. BOX 299 MONROE, WA 98272 206 - 794 - 7266 C4344 oil- ooi o.o DATA ds' N ciILQIffamily Pro'ects z 0 Q z 0 U. z t- a U z G 5 m SITE ADDRESS: , I I M Ain StY PH- ZONING: L .e USES) PROPOSED: WIC, ALLOWED?: LEGAL NONCONFORMING LAND US.E DETERMINATION ISSUED (Y/N) CUP File'. ' To Allow What Uses? ADB FILE #: 1 9 9 4 PARKING Use: X_ Use: X Use: X Use: X Total Requ No. Spaces Required: (floor area, # employees, etc.) = No. Spaces Required: _ (floor area, # employees, etc.) = No. Spaces Required: (floor area, # employees, etc.) = No. Spaces Required: (floor area, # employees, etc.) = Actual Provided: SETBACKS: , Required Setbacks: Front:(2 Left Side: ad ' ' 'Right Side:Rear: d� Actual Setbacks: NO Front: Left Side: Right Side:.. Rear: Street map checked for additional- setback required? ' (Yes/No) MAXIMUM FLOOR AREA: Maximum Allowed: Actual: BUILDING HEIGHT: r / Maximum Allowed: k v Actual Height: Modulation Allowed?: Modulation Height: Datum Point: Datum Elevation: Elevator Penthouse > 3 feet over height limit? , If so,VAR# LANDSCAPING: N'v Matches ADB approved: `� Bid Provided? Bond Amount (100% bid): CRITICAL AREAS #: SEPA DETERMINATION: SHORELINE REQUIRED?: Continued ... I:\libra rv\^plandat_NewComm.doc DATE: 4 It o 1 Zoo.:lo PLAN CHK#: O IA • (� FS NAME OF BUILDING PERMIT APPLICANT: gei d ar Tyne 5 PROJECT .DESCRIPTION: A• d d Q a l c:e 2 4m M3 rj::-1'Y1 Q QQ rd QPj - ADB FILE #: OR DATE WAIVED: 4- I ! Q Zoo PLANS MATCH APPROVED PLAN: SUBDIVISION: LOT AGGREGATION REQUIRED?: REDUCED SITE PLAN (8'.5X11) PROVIDED% FOR STREET FILE? ta&a "' ci OTHER: Plan Review By: h Gi EDCZ4Gt,- L ow►�er�• .t,v� � 2v� d & M a�� - -A u5 h w1 b l d wa IAIibrary\^plandat_NewComin. doc CITY OF EDMONDS REQUEST FOR PUBLIC RECORDS PLEASE PRINT CLEARLY Date of Request: A,C� Requester Name: cFy� Sep3 010, Requester Address: //,/ IVA .i °F SF9 Street Suite/Apt. 70/l17 i ✓/� �%_ _'c�� (� NHS cr9 City State Zip Phone Number: 1 D 5T., Request Made: [44,fi Person [ ] In Writing [ J Telephone [ ] Fax NATURE OF REQUEST:. (Please be as s ecific as possible with the type of information you are requesting; include address of property, file name or number, owner of property, time period, etc.): .00 bu� vs%f/LZ bZ viJ: IC 941 Ak Is the information requested a list of individuals to be used for a mailing list for commercial purposes? ❑ Yes ❑ No If yes, please complete the additional form found on page 3. nature df Pean Maki uest Page 1 1. 2. 3. FOR OFFICIAL USE ONLY ACTION ON REQUESTS FOR PUBLIC RECORDS MUST BE TAKEN WITHIN FIVE (5) BUSINESS DAYS (SEE R.C.W. 42.17.320) Request received by: a Department: Date: Action taken: [ ] Request granted. [ ] Acknowledgment. Estimated response date provided. (See No. 4) [ ] Record denied. (See Nos. 5 & 6) [ J Record withheld in part. (See Nos. 5 & 6) Request forwarded to attorney for review: [ ] Yes Date Forwarded: [ ] No . 4. Notification to requester of action taken: [ ] Request granted. [ ] Need for additional time. How long? [ ] Request denied. [ ] Record withheld in part. 5. If additional time needed, explain why: Date of Notification: 6. If request denied or record withheld in part, name the exemption contained in Chapter 42.17 RCW which authorizes withholding or denial: 7. If request denied or record withheld in part, explain how the exemption applies to this record: FEES 0 - 5 copies free Standard copy charge @ $.15 per page: $ Other (Refer to current Records Index & Fee Schedule) $ TOTAL FEES DUE: $ Receipt No. Date DOCUMENTS PROVIDED: Date --AO �.1416577 ❑ Mailed ❑ Picked Up Page 2 7/U' • • Note: This form needs to be completed only if the request is for a mailing list of individuals to be used for commercial purposes. EDMONDS PUBLIC RECORDS ACCESS DECLARATION TO RELEASE PUBLIC RECORDS (PRINT NAME) 1. I have requested copies of the following public records: 2. 1 understand that Washington State law, RCW 42.17.260(9), prohibits the use of lists of individuals for commercial purposes. 3. 1 understand that the use for commercial purposes of said records may also violate the rights of the individuals named therein and may subject me to liability for such commercial use. 4. 1 understand that section 2 and 3 herein apply when I use said records for commercial purposes and when others use said records or copies for same for commercial purposes. I understand that I may be liable in either case. 5. 1 understand that "commercial purposes" means that the person requesting the record intends that the list will be used to communicate with the individuals named in the record for the purpose of facilitating profit expecting activity. 6. Therefore, I do hereby swear and affirm on oath and under penalty of law that I will not use said records for commercial purposes and that further, it is my affirmative duty to prevent others from using said records for commercial purposes. 7. 1 do further swear and affirm on oath and under penalty of law that I will protect and hold harmless, including the costs of defending, the agency and its agents and employees from which I have obtained said records from any and all claims arising either directly or indirectly from the commercial use of said records. Signature Page 3 U u McConnell, Jeanie From: McConnell, Jeanie Sent: Monday, October 10, 2005 12:47 PM To: Bullock, Steve; Westfall, John Subject: Request to install fencing/gates at building access Hi Steve & John, Alan Young of 111 Main Street came into the counter wanting to know if he could gate off the parking area for their building. They are right on a corner and have two entrances to the parking garage, one off Main St. and one off the alley. Darrell is okay with them just using one access, but Would like the closure of the other access to be visible through for sight distance issues. I do not know what type of gate he is proposing, so I will need to discuss parking stall dimensions with him as well. Do either of you have any general comments/concerns that we should inform Mr. Young of at this time? ADB? Locks/Key pad codes? If you would like to discuss with him, he can be reached at 425-210-8409 or 425-670-2356. 1 have not yet called him with Darrell's response, so I would be happy to pass on any comments you might have. Thanks! ,beanie 91tcConnelr Engineering Technician mcconneffi0d edmonds.wa. us \0�\q �),�c� d \ear �rns� — oi`�^�I . Pa"Eiv�'nearl�S • • McConnell, Jeanie From: Westfall, John Sent: Monday, October 10, 2005 3:00 PM To: McConnell, Jeanie Subject: RE: Request to install fencing/gates at building access 111 Main St Thanks, Jeanie. The building is within access requirements_ (150) from Main and 2nd, the access remains to parking garage on Main, and they have a lockbox already installed. Fire Department does not consider alley access for the purposes of FD response. I'm good with his proposal. John -----Original Message ---- From: McConnell, Jeanie Sent: Monday, October 10, 2005 12:47 PM To: Bullock, Steve; Westfall, John Subject: Request to install fencing/gates at building access Hi Steve & John, Alan Young of 111 Main Street came into the counter wanting to know if he could gate off the parking area for their building. They are right on a corner and have two entrances to the parking garage, one off Main St. and one off the alley. Darrell is okay with them just using one access, but would like the closure of the other access to be visible through for sight distance issues. I do not know what type of gate he is proposing, so I will need to discuss parking stall dimensions with him as well. Do either of you have any general comments/concerns that we should inform Mr. Young of at this time? ADB? Locks/Key pad codes? If you would like to discuss with him, he can be reached at 425-210-8409 or 425-670-2356. 1 have not yet called him with Darrell's response, so I would be happy to pass on any comments you might have. Thanks! ,beanie 9WcConned Engineering Technician mcconneff6ci. edmonds.wa. us • E McConnell, Jeanie From: Bullock, Steve Sent: Monday, October 10, 2005 1:36 PM To: McConnell, Jeanie Subject: RE: Request to install fencing/gates at building access Planning is okay if Engineering is okay. No ADB needed. -----Original Message ----- From: McConnell, Jeanie Sent: Monday, October 10, 2005 12:47 PM To: Bullock, Steve; Westfall, John Subject: Request to install fencing/gates at building access Hi Steve & John, Alan Young of 111 Main Street came into the counter wanting to know if he could gate off the parking area for their building. They are right on a corner and have two entrances to the parking garage, one off Main St. and one off the alley. Darrell is okay with them just using one access, but would like the closure of the other access to be visible through for sight distance issues. I do not know what type of gate he is proposing, so I will need to discuss parking stall dimensions with him as well. Do either of you have any general comments/concerns that we should inform Mr. Young of at this time? ADB? Locks/Key pad codes? If you would like to discuss with him, he can be reached at 425-210-8409 or 425-670-2356. 1 have not yet called him with Darrell's response, so I would be happy to pass on any comments you might have. Thanks! ,beanie `McConnell Engineering Technician mcconneff6 ci. edmonds. wa. us IOU �2 O S / 320 � '' � j �B ,2p 22/� `70, 2, 2 / s s 'O� ?30 `e RRMP eery 'aS 0 ', o�aDe, 'OJ 's 'Js 2jo a �2 ,F p ;' /, '0-9=; o 0?/10 p� j ��/ /Q ''0 ,b \ Po 2 \/ L ti\ J 2 - G , ci 2 J,2 J 120 Edmond'4 122 `ln: / /�'3� a I o9• / J 9a o, El Cap$an Edmonds eo a6 130 1�3 ShoPPPing Center 1a5 I, • ,20 Af\ Fl R � ,D0 > a2 i to h 210 03 C(LS O cn lG W 221 / \7 W / / CC 222 210- 180 \ Harbor Sall \ \ \ U.I N N Z �S 228226 O.�Hotc / I I ca SurWowner Alder / 4 230 aB Q T 217 21D .. 06 Sumer 314 \/ > m . i 224 g w 3 II(I�III Wildlife. 3 K6 ,Sa % � � I Refuge \V/ 404 Edrtwnder 252 201 203 + • o • •` 152 j City Of Edmonds Permit No: RIGHT—OF—WAY CONSTRUCTION PERMIT, Issue Date: A. Address or Vicinity of Construction: ( I I MA V�J LT (AL E-Y ) B. Type of Work (be specific): VF-21Z6A/ Ty I7LACZ - D?CkA I,r 0 M-41V7,'4htl l Mtl v Z640AJd ZA31 1! A/A,u b lie LA- i#/ A L.[ Ev To J/ / A4,4 u ..S T T�,eA w.4 [- AoacA . TH��' /S T�/�Cl' .4i-'Z/dG S� ic'i�y�c1ls fL,� L'y�/�iP• !/.mot L/�.. SS�'F Pow r Z-og Def4/V . Z�1070 - 1 GD41 ,,Q-11L 4ee. dw ZyL2. /b . V21 /U C. Contractor: �?-��✓ Contact. Mailing Address: Z31Z C 1,4slAe Z6 Phone: 4/Z37/O- 411-3 z5yeer M _ /L/A 982-0 4/ State License #: Liability Insurance: Bond: $ D. Building Permit #, (if -applicable). Side Sewer Permit # (if applicable): E. Commercial ❑ Subdivision ❑ City Project EUC (PUD, QU, PSE, CHAMBERS, OVWD) ❑ Multi -Family ❑ Single Family ❑ Other INSPECTOR- F. PAVEMENT: ❑ YES NO G. SIZE OF CUT X H. Charge: $ /CONCRETE CUT: ❑ YES NO IDEMNITY. Applicant understands by his/her signature to this application he/she holds the City of•Edmonds�harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen; that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. ♦ Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possession. ♦ Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City - approved material prior to the end of the workday — NO EXCEPTIONS. ♦ Three sets of construction drawings of proposed work are required with the permit application. I HAVE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THAT I MUST MAKE THE PINK COPY OF THE PERMIT AVAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS Signature: Date: s h s lai /% (C ntractor or Agent) DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK FOR CITY USE ONLY Right �Appr..oved,I.yiii1CXh -of-way Time Authorized�:°VAfter,' % `! / ! Disruption Fee/Fund 111 Special Conditions:_ O 6'-r /' 6T::JEFG.TF 0 Restoration. Fee: 7=�1�ie)k ''tTh :lftJF_ c''Gdst je,5? Total Fee: i'S /e % i / tl Receipt No: Issued by: ' - •,f--1,/�L -. - V UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS COMMUNITY DEVELOPMENT CODE. NO,. RM alS,wfd0 FINAL APPROVAL OF PERMITTED. WORK: INSPECTOR'S SIGNATURE DATE: 2 0 For inspection requirements see Engineering Information Handout. NO WORK SHALL, BEGIN PRIOR TO PERMIT ISSUANCE CITY OF EDMONDS USE ZONE PERMIT t� p, NUMBER CONSTRUCTION ' PERMIT APPLICATION joB ADDRESS / SUITE/APT W OWNER NAME/NAME OF BUSINESS Z O L_ 9,q P21SES LEGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO. MAILING ADDRESS / A/r r U �t'y2750^I PUBLIC RIG1jT Qf WAY PER OFFICIAL STREET AP. TESCP 0] RW EXISTING _i.C�-- RE�REp DEDICATION Sheet Approved ❑ Permit Requiretl Use Permit Req'd ❑ CITY ZIP TELEPHONE NUMBER = _ Inspection PROPOSED Sidewslk METER SIZE LINE SIZE NO. FIXTURES Required Required PRV REQUIRED YES NO ❑ Q W NAME �'^ ' 126V /'1�Kf-� f7�7 ADDRESS �, REMARKS ��G/ • r/e)I(�( 4 � �G� ��fL�� ? W • CITY ZIP ONDS TELEPHONE NUMBER�/ / / �i -OSQ 'O�irN+ S /II!? w O 2 NAM 1 ' E C.DR IfIPFn - 1 w /r1.5�' �• 1�17 �i �i�C r /ice!' ADDRESS D�� U O ENGINEERING MEMO DATED Z/ REV BY CITY ZIP TELEPHONE NUMBER FIR MEMO DATED REVIEWEDBY W LL 9�ao8 STATE LICENSE NUMBER EXPIRATION DATE /� U G E�(.� G C7 �p� SIGN AREA ALLOWED PROPOSED SEPA REVIEW COMPLETE EXEMPT ExP '� ADB NO Z 1- Legal Description of Property - include all easements � C �i S OR INE Y Iv a Q VARIANCE OR CU `QUA EVIEW BY DA s. / �� W a W SETBACKS —FEET FRONT ® SIDE �% REA HE ' OT COV E g Property Tax Account Parcel No. REMARKS o. ® NEW RESIDENTIAL PLUMBING s ADDITION ® COMMERCIAL MECHANICAL REMODEL El APT.BLDG. SIGN R�,�� P�F /p """ •-��` �0 �0 • Ad I0I/" - Is— Y CHECKED-�SPECTI TYPECONSTRUCTION HR[CODEGRO I OCCUPANT P SI iE R I o REPAIR CYDS. ❑ ® R DID II FENCE x_FTI WOODSTOVE SWIM POOL DEMOLISH INSERT HOT TUB/SPA GARAGE RETAINING WALL/ CARPORT ROCKERY RENEWAL SPECIAL R REQUIRED YES AREA ItI �, bA?,,31L1A??Z OCCUPAr�Iy- ;3 REMARKS PROGRESS INSPECTIONS PER UBC 305 (TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN: w G m NUMBER ST Z.j-Pj�ryA( STORIES I �sllrW'�e' NUMBER OF A UNITS DWELLING ! //// CRITICAL AREAS NUMBER 00. L 4F 1w sr Eo Rtee DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) �� p 2• O SCE FINAL INSPECTION REQUIRED fWIr�IT two. D E VALUATION FEE "r PLAN CHECK FEE C Cory BUILDING � /' {/ OS HEAT SOURCE: G��qS GLAd G 6•- % PLUMBING S&,y Tr la m iT Plan Check No. S� ? MECHANICAL �p /yIIT 'o This Permit covers work to be donne on private property ONLY. GRADING/FILL / Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) Will require separate permission. STATE SURCHARGE 171.60 Permit Application: 180 Days Permit Limit:) Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE W i iwhatever omodify, x "Applicant, on behalf of his or her spouse, heirs, assigns and successors in interest, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, its officials employees, and agents from any and all claims for damages of -nature, arising directly or indirectly from the issuance of this permit:`,Issuance of this permit shall not be deemed to waive dr.reduce any requirement of any city ordinance nor limit in any way the City's ability to enforce any ordinance... ENO. INSPECTION FEE ,"$ I •:� ;AN CHECK DEPOSIT TOTAL AMOUNT DUE1. J�fi3, provision. i 1 hereby acknowledge that I have read this application; that the ATTENTION APPLICATION APPROVAL information given is correct; and that I am the owner, or the duly authorized agent of the owner. I agree to comply with city and THIS PERMIT state laws regulating construction; and in doing the work authoriz- AUTHORIZES This application is not a permit until ed thereby, no person will be employed in violation of the Labor ONLY THE signed by the Building Official or his/her Code of the, Late of Washington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt is tion Insbran a and RCW 18 / INSPECTION acknowledged in space provided. SIGNATU (0 NER OR AGENT 11 DATE SIGNED DEPARTMENT / • ~ /�� CITY OF OFF 'S SIGNATURE. DATE ✓. EDMON S �% �; �� —?s /,• %f[,. 'CALL 'A' AS © DATE ATTENTION INSPECTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 710220ORIGINAL — File YELLOW ,S Inspector A CERTIFICATE OF OCCUPANCY HAS, 'BEEN -GRANTED: `'UBC" ` i CHAPYER' 3. PINK — Owner GOLD _`Issessor ENTRANCE 1<0 2 i 12.00 �6�� °� bb�2.50 �� 2.5' PLANTER STRIP �1 4.80 4.50"- 9 Ln 3.50 2�• 9 9.5 0 3.70 if N1 5.00 0 5.00 Ri p� A �2 2b 26.91 91 2 24" CONC. HIGH CAPACITY GUTTER 2G a ST'D CONC. CURB &; GUTTER —� L_ A PLANTER 8 AREA p'Z x TOPS OF CURBS AND GRATE WILL BE LEVEL 8" X 2 4' X l' TRENCH GRATE • �'d 18.40' of 8' WIDE TROUGH GRATING WASH 19.37 ti ti C V MAIN WIDTH 19343 TYP.. BOTH ' R SIDES NRI. ExPtAEs 2124197 2G� /q9G 24" SECTION A -A SCALE: t" = 5' r, ENT ANCE �61� 12.00 Mf 4.80 i 2b� 2 � N1 004 s A��i�i NUMBERS FOLLOWED WITH AN INDICATE A CHANGE +/- FROM THE C❑NSTRUCTI❑N PLAN, PER THIS ASBUILT DRW'G ywyS� �t� DUiLDIND j U L 0 5 1996 12b i T + 2.50 2.5' PLANTER STRIP 4.50 x} - 5.00 0l of4.70 o N w N1 qb ( - 27.oe 5� r�A 24' CONC. HIGH CAPACITY GUTi ER � 26.95�0 p ppOpmm00muu @ppppQ 0uumuUum4Qill! L—A - - - - - - - - - - - - - - ,,' PLANTER 1 AREA � - 4: oZ _ _- ---- 4P 2 - - - �2 - - - - - — - off. F wAs� EXPIRES 2 /24_ % 07 7/3/94 9.50 JUL 0 3 1996 PERMIT COUNTER ST'D CONC. CURB & GUTTER �+ '6> - - - - - - - - - - TOPS OF CURBS AND GRATE WILL BE LEVELi 2 ^— ` 24.00' of 8' WIDE TROUGH GRATING 0.1064, 24.14' '❑M 24' STANDARD CURB & GUTTER TO 24' CONCRETE HIGH CAPACITY GUTTER REQUIRED SCALE: 1" = 5 - u 1' MIN SEAT WIDTH r TYP. BOTH SIDES USE #3 REBAR @ 24' ON CENTER 24' SECTION A -A 8'X24'X1' TRENCH GRATE � I 0 ENTdANCE cJ6 I I 12.00 4.80 �} o 0 '9 �;j i j 3.70,-�� ++ o� 4.70 i •' of (LI 24' CONC. HIGH CAPACITY i GUTTER — - - - - - - - - - - -1 - - - -2 O 0.1064'- �O�U o u / G o v► � T Y�-�-�Ti o�, Zb. 2.5 0 4.50 Zbb� •� �2 3.50 o I -A PLANTER 1 AREA,Zo 18.40' of' 8' WIDE TROUGH GRATING 19.37 OM 24' STANDARD CURB & GUTTER TO 24' CONCRETE HIGH CAPACITY GUTTER REQUIRED c3 6 UL D I N G J U L 0 5 ).'jzo6 2.5' PLANTER STRIP 2�~ 9.JUL 0 3 1996 i 0 PERNT COUNTER 1 2�2 ST'D CONC. CURB & GUTTER & - - - - - - - - - - - - - - - TOPS OF CURBS AND / GRATE WILL BE LEVEL 1" MIN SEAT WIDTH r TYP. BOTH SIDES USE #3 REBAR @ 24' ON CENTER—�; 24" SECTION A —A 8" X 24' X V TRENCH GRATE SCALE: 1" = 5' art .0 1) 41 WZ. 2nd Ave ?ill i tv I' r -711 Af,E0,D d Ave o � n ENTE ANCE j Z I T m �-) 50 12.00�.. I 4.50 .,, �i C,�2�a�?' 4.80 o 2�. j9 3.50 0 4.70 0 5.00 2k' I 6 ,1.c3f—' 2b 24" CONC. HIGH CAPACITYGUTTER b A n PLANTER — — — — — — - AREA 20 6. �(b 18,40' of 8' WIDE TROUGH GRATING 19.37 ]M 24" STANDARD CURB E GUTTER TO 24' CONCRETE HIGH CAPACITY GUTTER REQUIRED SCALE: 1 " = 5' n' 2,5' PLANTER STRIP 22 22 �\ 7.50 2�21 _ ST'D CONC. CURB 9 GUTTER M� O wnsyal0 19343 C S�oNAL ' EXPIRES 2/24/17 - 919(. & - - - - - - - - - - - TOPS OF CURBS AND GRATE WILL BE LEVEL n - r r r r rr in 1" MIN SEAT ADTTYP, B❑TH SI USE #3 REBAR @ 24' ON CENTER 24" SECTION A -A 8" X 24" X 1' TRENCH GRATE • • LPMED j PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY 1476 Rev. 7/87 LOCATION IN ST EDrloI-)-L>S _ S �. AREA POLE NO. 5al/4 S Z3T Zi R 3 DATE 4-Z4-q5 W.O. NO.__?__(Q2& 3 REASON FOR WORK g-2 SGL ENGINEER 11.CsPRDNc9_ DWG. NO. I1O lo(00 �1 L C=o 2 G 2DDr C-14 tL,A DRAFTER U.G. NO. -r,<KjES T2_ L_f�T`R P2�5r=S _ SCALE 1" = X�o DATE WORK COMPLETED APPROVED DATE PRINTED FOREMAN ENVIRONMENTAL ANALYSIS FEES REQ D $YES ® EXEMPT ❑ NOT EXEMPT SUBSTATION D ❑ NO PARA. 18 ITEM C PRIMARY OVERHEAD O.H. U.G. COND. KV CIRCUIT NO. 343 PHASE Z ❑ RESIDENTIAL ADD C . T. PH ❑ COMMERCIAL REM CKT. FT. PH LEO# _ — /Oi=s N CKT.. FT. O.H. U.G. COND. - v IREM' SECONDARY OVERHEAD .__ _ _ BASIC FEE j ADD C T. PH CKT. FT. PH METER/CONY. POLE f N CKT. FT. PERMITS (DATE GRANTED) PRIMARY UNDERGROUND ❑ TREE TRIM ❑ RESIDENTIAL ❑ STATE ❑COMMERCIAL ❑ COUNTY BASIC FEES _ CITY (Zoo`i2 bGTIO 2 LEU# /Os /=s SECONDARY UNDERGROUND BASIC FEE S -- /Os / = s UNDERGROUND PLAT BASIC FEE ; *-FT.0S /= j STREET LIGHTING t FT. OS WORK -IN RIGHT OF WAY ❑ PRIMARY ❑ SECONADARY CFT. O=— /=:-- MISCELLANEOUS FEES VAULT-S _— PERMIT j s TOTAL DUE S_ DATE PAID RECEIPT# _ NEW SVCE APPLICATION# 0 EASEMENTS 9 REQUIRED ❑ NOT REQUIRED DATE RELEASED FOREIGN CONTACTS ❑ GTNW JPN# ❑ CATV JPN# _ ❑ JOINT THE GTNW do CATV 0 ;101N RE GTNW do CATV POLK STENCILING_ FROM TO TAKE OFF POLE PRE-CONSTR. REQUIREMENTS -- ❑ TREE TRIM 9.PUD LOCATOR CKBACKHOE ❑ FLAGGING IN ONE CALL DATE INDEX I POLES I IPLAT LOGS U-MAP XFMR C-MAP LOCATION MAP PAGE +S4_ FF 12.1GN = Le_--rc_ � 2 Lq D - 9 9 ro PUD CN G INEEFZ mobil m '38a- 136a pAUCR s13- 316% .1 7YNE5 PRO IECT -PHASEjOF 4 RELOCATE AND LOWER SECONDARY UNDERGROUND CONTRACTOR TO LOWER GRADE FOR CONSTRUCTION IE5 BUILDING , CONSTRUCTION NOTES I IN5TL UG SEC FED A55Y NO tU802 WITH 24'X36' SEC PEDESTAL COMPATIBLE UNIT NO V0104 AT NE PROPERTY CORNER TRENCH AND INSTL 1-3' PVC CONDUIT FROM POLE TO SEC. PEDESTAL.- INTERCEPT EXIST SEC RISER IN5TL 1-3' SPARE CONDUIT ACROSS ALLEY FOR FUTURE SECONDARY NORTH ALIGN BOTH CONDUITS CROSSING ALLEY TO CONNECT WITH CONDUITS FROM VAULT ROOM - PHA5E 3 OF THIS PROJECT INO 261845 DWG 110657 INSTALL PARALLEL 4/0 UG SECONDARY TPX FROM POLE TO SEC FED RMV EXIST UG SEC CONDUCTOR kMV EXIST SEC PEE ABANDON EXIST 3' PVC CONDUIT ALLEY TO BE RESURFACED BY CONTRACTOR AT THE END OF THE FRO 1 CT - ST ?E. Cam: 119 A-?I11Q p * . . PUBLIC UTILITY DISTRICT k NO.1 OF SNOHOMISH COUNTY 1476 Rev. 7/87 LOCATION I I ( S AREA POLE NO. 5C.1 /4 S Z -S T Z-7 R 3 DATE 4-7-4- 95 W.O. REASON FOR WORK Z _ r-� ..-ram _� L_c .. ,c` !1 SG L ENGINEER iC . Giz rZDNc2 DWG. NO. I 10 to (00 L�-E r� 2 DRAFTER U.G. NO. i'`<►je.S 13Lr_>CT - L_ £ iz L=f`iT� 2_t�215ES _ SCALE I" O DATE WORK COMPLETED APPROVED DATE PRINTED FOREMAN ENVIRONMENTAL ANALYSIS FEES REQ D ® EXEMPT ❑ NOT EXEMPT SUBSTATION I`lA_,PL1? U.]ooD (41,,) YES ❑ No PARA. 1$ ITEM C PRIMARY OVERHEAD O.H. U.G. COND. KV CIRCUIT N0. 343 PHASE Z ❑ RESIDENTIAL ADD C T. PH ❑ COMMERCIAL REM CKT. FT. PH O = / = Z N CKT.• FT. O.H.- U.G. COND. - v SECON_DA_ RY OVERHEAD _ BASIC FEE Z_t ADD C T. PH 5 / • s / - = REM CKT. FT. PH METER/CONY. POLE f N CKT. FT. PERMITS (DATE GRANTED) PRIMARY UNDERGROUND. ❑ TREE TRIM ❑ RESIDENTIAL ❑ STATE ❑COMMERCIAL ❑ COUNTY BASIC FEE _ C TY Coo (a &C 2. LEU# /®_ /=_ SECONDARY UNDERGROUND BASIC FEE ; /®Y /=Y UNDERGROUND PLAT BASIC FEE ; �FT. 0$ /= Z STREET LIGHTING FT. 0 S WORK. -IN RIGHT OF WAY ❑ PRIMARY ❑ SECONADARY �FT_ ®s—_-- MISCELLANEOUS FEES VAULT ; PERMIT E s TOTAL DUE S DATE PAID RECEIPT# NEW SVCE APPLICATION# I p QILN = 1 _ETC.bi 2 EASEMENTS L9D - 9 9ra 19 REOUIRED ❑ NOT REQUIRED DATE RELEASED FOREIGN CONTACTS ❑ GTNW JPN# ❑ CATV JPN# _ ❑ JOINT THE GTNW do CATV ❑� JOIN RE GTNW ✓Sc CATV POLE STENCILING — FROM TO TAKE OFF POLE — PRE-CONSTR. REQUIREMENTS _ ❑ TREE TRIM 9.PUD LOCATOR X BACKHOE ❑ FLAGGING ® ONE CALL DATE INDEX. IPOLES PLAT LOGS U-MAP XFMR I C-MAP LOCATION MAP PAGE 4S4- P: _5 QUD CN G [NEC.?, IGE.taT G p.1z�►.� � 4419�. mob1Lt ppCTc9- S13- 316% .1 TYNES PROJECT - PHASE 1 OF 4 N D5-DUILDIN `'ONSTRUCTION NOTE IN5TL UG SEC FED A55Y NO 1U802 WITH 24'X36- SEC PEDESTAL COMPATIBLE UNIT NO V0104 AT NE PROPERTY CORNER TRENCH AND INSTL 1-3' PVC CONDUIT FROM POLE TO SEC. PEDESTAL.- INTERCEPT EXIST SEC RISER INSTL 1-3' SPARE CONDUIT ACROSS ALLEY FOR FUTURE SECONDARY NORTH ALIGN BOTH CONDUITS CROSSING ALLEY TO CONNECT WITH CONDUITS FROM VAULT ROOM - PHASE 3 OF THIS PROJECT WO 26184E DWG 110657 INSTALL PARALLEL 4/0 UG SECONDARY TPX FROM POLE TO SEC PEP RMV EXIST UG SEC CONDUCTOR RMV EXIST SEC FED / ABANDON EXIST 3' PVC CONDUIT ST 2E Cam: A-?111q .ter•, { t-"_�" ------ -- ,�_..---- - J7---- ;-PUBLIC UTILITY DISTRICT NO.1 -OF SNOHOMISH -COUNTY : 11 1476 Rev'-7/87' - - LOCAnoN f-'(A 1 to sTTtmLT=-- -S • C. - - --AREA" _ POLE -,NO:_ St 1/4 S 23 -T 2_7 R 3 DATE 4-24- 9 5 W.O. No. Z co ZZS A r t - REASON_FOR_ WORK __9E MOV ` 01J o ;- I _ (rj . _PA s ENGINEER �,- . (SARD*IE ({ DWG. NO. I I=o 2` Go NST RUC -r 16 to O Fc TN E T"fKlr5 DRAFTER U.G. NO. -- 3ui�ii�cs - L'R CIaT�2pR.isc_3 ___ SCALE DATE WORK' COMPLETED. _ DATE PRINTED APPROVED FOREMAN- ENVIRONMENTAL ANALYSIS N EXEMPT O NOT EXEMPT SUBSTATION MP4-PL .WOOD FEES REQ D %YEs❑ NO PARA. 18 ITEM C PRIMARY OVERHEAD U.G. COND. -1 • z- KV CIRCUIT NO. 343 PHASE 2 ❑ RESIDENTIAL ' ADD CKT. FT. PH O COMMERCIAL REM CKT. FT. PH LEO# NET. .j :C06N CKT. FT. SECONOARY-'OVERHEADo.H.. u.G.D_ . -- v C T. PH ;. I , BASIC FEE _ ADD REM CKT. FT. PH G.o �T fL, ELT C fZ NE CKT. FT. ��,�t r' LE-rC- FZ METER/CONY. POLE i PERMITS (DATE GRAN QT-imtc... - "2-c:i 0 - 961 G PRIMARY UNDERGROUND ❑ TREE TRIM ❑ RESIDENTIAL O STATE ❑_COMMERCIAL ❑ COUNTY - • - BASIC FEE ; LEU# - -- ❑CITY SECONDARY ---UNDERGROUND EASEMENTS ❑ REQUIRED ❑ NOT OUIRED BASIC FEE ; /of /=t PUp I=NGINEF_1z UNDERGROUND PLAT p RELEASED K-LNT C-GAR.DN�K : BASIC FEE ; FOREIGN CONTACTS Or"zT=tC,� 34'1-441q O GTNW JPN# C.tz1-t.- 3$s3- t31�3 STREET_'LIGH_nNG ❑ cATv JPN# PaC�E'i� 51-5- 31810 t-FT. ®; / _ ; O JOINT THE GTNW &. CATV WORK -IN'. RIGHT OF WAY. _ ❑ JOIN RE GTNW & CATV ❑ PRIMARY ❑-SECONADARY POLE STENCILING FT. FROM TO _ MISCELLANEOUS FEES TAKE OFF POLE VAULT ; PRE-CONSTR. REQUIREMENTS PERMIT.; _ O TREE TRIM ❑ PUD LOCATOR Z O BACKHOE FLAGGING f _ ❑ ONE CALL DATE _ f # TOTAL DUE ; _ _ INDEX POLES I IPLAT DATE PAID _ LOGS U-MAP RECEIPT# _ -XFMR C-MAP NEW -SVCE APPLICATION# - LOCATION MAP PAGE �FS4— F5 TYNE5 PRO JECT - PHA5E 2 REMOVE ONE SPAN OF SINGLE PHASE VERTICAL PRI CONSTRUCTION NOTES INSTL 3/8 " PRI OG TO EXIST AHR - L= ' 50UTH IN5TL #1 SPOOL AND DE NEUT NORTH RMV VERTICAL PRI & NEUT 50UTH - ONE SPAN P-1°27-S P-1850-5 PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY 1476� Rev?-7/87 - oCaTlorv- __..�1 11:_f'(A1 t�l ST��IrT . : GDRONDS - -- - S . G ._ AREA- -LOCATION -------- --..._ POLE_NO.___ St 1/4 S 23 T 2.7 R 3 DATE 4-2.4— 9 S W.O. NO. REASON .FOR _WORK �E t�oV o ►.� SPAr.� p t ( .0 _ 'PP-i ENGINEER . (SAR �f� DWG. NO. I t O '1 � S -T'%-(%%* DRAFTER U.G. NO. 3uii�►L�c�r L$R C►.1TL=R1?2t5E3 -- SCALE !"= IOo' jl DATE WORK "COMPLETED, -- APPROVED DATE PRINTED FOREMAN ENVIRONMENTAL ANALYSIS ® EXEMPT ❑ NOT EXEMPT FEES R E Q' D SUBSTATION YES' ❑ NO' - PARA. 18 ITEM C PRIMARY OVERHEAD H U.G. COND. `-1.2- KV CIRCUIT NO. 343 PHASE 2 ❑ RESIDENTIAL ADD CKT. FT. PH ❑ COMMERCIAL. REM CKT. FT. PH I LEO NET. (S�� CKT. FT. � SECONDARY OVERHEAD O.H.. U.G. COND�_V ,.: Am\ TYNE5 PROJECT - PHASE 2BASIC FEE f' ADD H REM CKT. FT. PH �o ►.�-rIi�GT o 2. REMOVE ONE SPAN OF SINGLE PHASE VERTICAL PRI CONY. -POLE f NE CKT. F, Z'C_+-t r`aE FZ T.�-r�METER CONSTRUCTION NOTES PERMITS (DATE GRAN Oi-RIC.F- - Z`,O- 9(.1G IN5TL 3/5 " PRI DG TO EXIST AHR - L= 'SOUTH PRIMARY -UNDERGROUND ❑ RESIDENTIAL ❑ TREE TRIM IN5TL #1 SPOOL AND DE NEUT NORTH ❑ STATE RMV VERTICAL PRI & NEUT SOUTH - ONE SPAN 0-COMMERCIAL ❑ COUNTY BASIC FEE f LEU// - = ❑ CITY SECONDARY UNDERGROUND EASEMENTS R-204 ❑ REOUIRED ❑ N�QUIRED A-21lc BASIC FEE f _ UNDERGROUND PLAT }GENT-TARnN�R D RELEASED �� - '- - BASIC FEE f OrzFIG.L 34`1_441� •' --- - FOREIGN CONTACTS FT. ®f CCU._ 3P�- t343 1 0 ❑ GTNW JPN# _ STREET_'LIGHTING P� S1 3- 318to '- - _ _ S'Pi ❑ CATV - JPN# _ .FT:Of /_; ❑ JOINT THE GTNW do CATV. WORK.. -IN- RIGHT OF WAY. _ ❑ JOIN RE GTNW & CATV-1100'S �/A ❑-PRIMARY ❑-SECONADARY- _-POLE _ P-19L/'S / POLEN8,0-5 FT. m f _ = f _ FROM TO MISCELLANEOUS FEES TAKE OFF POLE VAULT f PRE-CONSTR. REOUIREMENTS PERMIT_$ ❑ TREE TRIM ❑ PUD LOCATOR ❑ BACKHOE FLAGGING �- f _- ❑ ONE CALL DATE TOTAL DUE f — INDEX- POLES PLAT DATE PAID LOGS U-MAP RECEIPT# _ XFMR I I C-MAP 1 NEW'SVCE APPLICATION# LOCATION MAP PAGE 454— (=5 C _, a UNDERGROUND PRIMARY LAYOUT SHEET 2173 1/88 PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY LOCATION (i i n A I o 5T B.Dr ►o►,)1D 5 S. G AREA POLE NO. SE. 1 /4 S 2'3 T V? R 3 DATE 14- 2 q- i r- W.O. NO. Z(o 184 B REASON FOR WORK MW,57ALL PP-1 0 G Dl,57-2jbdrjoj)ENGINEER k GAf2.T»E2 DWG. NO. 110(,G7 n=—rsM To 5Ei2.Vf_ 7 Yw _ i�Uil l'l1U DRAFTER U.G. NO. SCALE SUBSTATION _ MP PLF_ luopt� Q{c� ENVIRONMENTAL CIRCUIT NO. 34-3 PHASE (rC =S I�CO' D ❑ NO ANALYSIS ® EXEMPT ❑ NOITET EXECMPT_>� ,YES PARA. 18 PRIMARY OVERHEAD O.H. U.G. COND. (Z,S KV ❑ RESiDEN i1AL ❑ COMMERCIAL ADD 390 CKT. FT. � PH PRI CABLE J % VQ'OF Yo AL Sc-kTD P2.1 L E OF"' $ REM CKT. FT. PH SEC CABLE �OF 35o TIC. Pi TPx _ $ �) NET 4D CKT. FT. Y IF 1 RUN OR PARALLEL.& SIZ ji;EfSE;- SECONDARY OVERHEAD XFMR(S) KVA KVA KVA BASIC FEE $ o.H. U.C. COND. Kv / v / v / v / ®c / _ $ ADD CKT. FT. PH DUCT BY CUST OF PVC STEEL METER/CCNV. POLE 5 ` REM CKT. FT. PH DUCT BY PUD �OF PVC STEEL NET CKT. FT. DUCT PRIMARY UNDE„GKOUND ❑ RESIDENTIAL PERMITS (DATE GRANTEE:)) FUSING AMPS (&COMMERCIAL BA.SiC F-= S ❑ TREE TRIM CUST PROVIDES _VAULT SIZE L-Ll_ ❑ STATE PUD PROVIDES _VAULT SIZE ❑ COUNTY JOINT XING _TEEL TV AUTH / La S /= S JKCITY L=I> LAYOUT LEGEND �� S S ID ABOVE CR06NO J-BOX Q SECONDARY UNDERGROUND EASEMENTS XREOUIRED PAGMT TRANSFORMER I] HANDHOLE 17>71 BASIC , E_ S � 17 ❑NOT REQUIRED -p PDMT SWITCH CABINET X / ® S c S SECONDARY PEDESTAL A UG PRIMARY TRENCH UNDERGROUND i r F PLAT J4/0 AL TRX OB SEC CABLE DATE SENT W TOR / /350 KCM AL TRX DB SEC CABLE —•—•—•— t = J = $ FOREIGN CONTACTS IS AL DUP GB STREET LT CABLE — — — — ❑ GTNW JPN# STREET LIGHT 0- STREET LG%. ING EXISTING DUCT ❑ CATV JPN# FUTURE DUCT — 159,JOINT TRENCH GTNW & CATV EXISTING UG —U— WORK IN RIGHT OF WAY i LJOINT BORE GTNW & CATV POLE k OVERHEAD LINE EO 0 PRIMARY ❑ SCHEMATIC LEGEND ❑ SECONADARY POLE STENCILING ENCILING 10 PADMOUNT TRANSFORMER • 30 PADMOUNT TRANSFORMER �• FROM TO MISCELLANEOUS FEES TAKE 0=- POLE FEED THRU BUSHING ON XFMR —�— VAULT $ 11/0 AL CNCTRC NEUT DS PRI CABLE PRE-CONSTR. REQUIREMENTS ;-Box 0 PERMIT $ ❑ TREE TRIM X- PUD LOCATOR FUSE $ BACKHOE ❑ 10 EXISTING OVERHEAD $ '.ONE CALL DATE 20 EXISnNC OVERHEAD a $ # 30 EXISTING OVERHEAD TOTAL DUES DISC. SWITCH (NORMALLY OPEN) --i F-- DATE PAID DISC. SWITCH (NORMALLY CLOSED) STANDOFF BRACKET '--� RECEIPT? FEEDER CABLE NEW SVCE APPLICATION# LOCATION MAP PAGE .Ca F 5 PULL THRU BOX UNDERGROUN PRIMARY"LAYOUT SHEET 2173 1/88 PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY I LOCATION I NtkA 5T S:t>t-lOV,)DS S.0 AREA POLE NO. 1 /4 S 'L3 T 2.1 R 3 DATE 4- Z q- i.S— W.O. N0. Z!o 184-5 REASON FOR WORK MW,5rALLL Prel 0 & D/S7'R_rbJl o&)ENGINEER k GA2AA)E2 DWG. NO. 1 1 O 4, Si � 6` =(y) To 5E2V� i'`1'IJ — �c)�lp►NC� DRAFTER U.G. NO. SCALE SUBSTATION P1►aPLF-WQnt> ( 4-6) ENVIRONMENTAL ANALYSIS ® C NOM EXE EXEMPFEE CIRCUIT NO. 34�_ PHASE 1�3 S R ' D LEQ AYES ❑ NO PARA. 18 ITECMPT PRIMARY OVERHEAD O.H. U.G. COND. I Z.S Kv PRI CABLE 17 VO/OF Yo AL 1c k.TD P(Zl RESIDENTIAL ❑COMMERCIAL ADD -3 -CKT. FT. PH LED# / / REM CKT. FT. PH SEC CABLE OF 3S01MC.MT?X ® _ $ NET �'fD CKT. FT. (SPECIFY IF 1 RUN OR PARALLEL.& SIZE), XFMR(S) KVA KVA KVA SECONDARY OVERHEAD BASIC FEE $ O.H. U.G. COND. KV / v / v / v ADD CKT. FT. PH REM CKT. FT. PH NET CKT. FT. DUCT BY CUST OF PVC STEEL DUCT BY PUD �OF PVC STEEL DUCT METER/CONV. POLE $ PRIMARY UNDERGROUND C RESIDENTIAL >j_kCOMMERCIAL PERMITS (DATE GRAN i D) FUSING AMPS BASIC FEE $ ❑ TREE TRIM CUST PROVIDES _VAULT SIZE LEEU= ❑ STATE PUD PROVIDES _VAULT SIZE ❑ COUNTY JOINT XING _TEL TV AUTH / @ S /_ $ ,CITY t=C LAYOUT LFGEND ❑ ABOVE GROUND J-BOX Q EASEMENTS REQUIRED PAGMT TRANSFORMER Q HANDHOLE p SECONDARY UNDERGROUND BASIC FED $ E# ❑NOT REQUIRED POMT SWITCH CABINET / ®� _ $ SECONDARY PEDESTAL 0 UG PRIMARY TRENCH UNDERGROUND PLAT 14/0 AL TRX DB SEC CABLE - - - - - - BASiC �,,.,IFEE $ DATE SENT TO R/W /350 KCM AL TRX 08 SEC CABLE -•-•-•. FOREIGN CONTACTS _T @S /_ $ JS AL OUP DB STREET LT CABLE --^ - - ❑ GTNW JPN# STREET LIGHT V STREET LIGHTING EXISTING DUCT =T ® S / _ $ ❑ CAN JPN# FUTURE DUCT 15LJOINT TRENCH GTNW & CA TV ;,JOINT BORE Gr,,IW & CATV EXISTING UG —U— POLE & OVERHEAD LINE E-0—°"-� WORK IN RIGHT OF WAY ❑ PRIMARY ❑ SCHEMATIC LEGEND POLE STENCILING ❑ SECONADARY / 10 PADMCUNT TRANSFORMER F T. @ $ _ $ 30 PADMOUNT TRANSFORMER FROM TO TAKE Oc'POLE FEED BUSHING ON XPMR MISCELLANEOUS FEES VAULT � AL C /t/0 AL NCTRC NEUT DB PRI CABLE PRE-CONSTR: REQUIREMENTS J-BOX 0 PERMIT $ ❑TREE TRIM ,� PUD LOCATOR FUSE —�r�- ' X BACKHOE ❑ 10 EXISTING OVERHEAD a $ .ONE CALL DATE 20 EXISTING OVERHEAD a $ # 30 EXISTING OVERHEAD o- DISC. SWITCH (NORMALLY OPEN)I-- TOTAL DUE $ DATE PAID DISC. SWITCH (NORMALLY CLOSED) STANDOFF BRACKET RECEIPT# FEEDER CABLE LOCATION MAP PAGE 454- F 5 NEW SVCE APPLICATION# PULL THRU BOX -�USLIC UTILITY DISTRICT NO.1 -OF SNOHOMISH "COU'NTY 1476-RdW-7/87 _.-. - --- - - -- -- A 1 N _ST RE LOCATION-------.-- ST -- - • -- aD i"\O N pS S •G . AREA POLE -NO. _ - SG 1/4 S Z -6 T 2-7 R 3 DATE W.O. NO. Ztv ZZ4P, REASON FOR "WORK iZ�l"t o V F- ONE_ 5?p►►J OF O- Et • ENGINEER K. GA2J7N E R DWG. NO. I t o -1 S 4 r-'R� :t=`o2 L R ENTERPR15�S - DRAFTER U.G. NO. SCALE I" = 1b0 APPROVED DATE PRINTED _ "1"YNE5 ►�' c��LD1NC7vr __ _ DATE -WORK COMPLETED FOREMAN'--'- ENVIRONMENTAL ANALYSIS ®" EXEMPT ❑ NOT EXEMPT FEES- REQ D it YES ❑NO18 SUBSTATION rl A-?l.E. W CO P ---PARA. ITEM C CIRCUIT NO. -3a-3 PHASE Z . PRIMARY OVERHEAD O.H. U.G. COND. -1 .Z KV ❑ RESIDENTIAL ADD CKT. FT. PH ❑ COMMERCIAL I EM (.0_ CKT. FT. 145 PH LEO# -RE NET 1,ri CKT. FT. 7) O.H. U.G. "COND. _ KV SECONDARY OVERHEAD BASIC FEE s ADD C FT. PH / _ : os REM CKT. FT. PH N CKT. FT. METER/CONY. POLE PERMITS (DATE GRAN CoN_QAc-Tc �- PRIMARY -UNDERGROUND ❑ TREE TRIM F L.ETGItt_ q_ ❑ RESIDENTIAL- ❑ STATE Z9 -gb qb ❑-COMMERCIAL ❑ COUNTY ---- -- - BASIC FEE s LEU# .. ❑ CITY - /Os /=s EASEMENTS SECONDARY UNDERGROUND ❑ REQUIRED ❑ NOT OUIRED BASIC FEE s / ®: /= s PUD ENGlMeF_9 IK•EIaT GARtJNER -UNDERGROUND PLAT p ELEASED BASIC FEE s O'rFIC.C.-irk=4't-t1 FOREIGN CONTACTS -JR GTNW JPN# 590 E I S t FT. ®s / = s C.GIl. - 388- t368 STREET -LIGHTING 16 CATV JPN# t�AErER- 513-318(9 tFT. O s / _ ; ❑ JOINT TRENCH GTNW do CATV ❑ JOINT BORE GTNW & CATV WORK `.IN RIGHT OF WAY ❑ PRIMARY ❑ POLE STENCILING ❑ SECONADARY - -FT.Os /= s_ FROM TO _ MISCELLANEOUS FEES TAKE OFF POLE VAULT Z PRE—CONSTR. REQUIREM PERMIT s _ ❑TREE TRIM ❑ PU CATOR ❑ BACKHOE LAGGING $ _— ❑ ONE C DATE _ s _ TOTAL DUE s _ ----_ INDEX POLES PLAT DATE PAID LOGS I U—MAP RECEIPT# _ . XFMR I C-MAP NEW SVCE APPLICATION# LOCATION MAP PAGE 454- F �i N-211 -X A-3308 TYNES PROJECT - PHA5E 4 REMOVE ONE 5PAN OF 51NGLE PHA5E VERTICAL PRIMARY CONSTRUCTION NOTE5 IN5TL #1 5POOL NORTH AND DE NEUT NORTH RMV VERTICAL PRI & NEUT SOUTH - ONE 5PAN RMV PUP FIXTURES TOP POLE AND A13ONDON TO TEL or; i,) P 1927-S S P-1 850-S T2�� T / 100 A-33917 u- -- -PUBLIC - -� _ UTILITY DISTRICT t7 .1 OF SNOHOMiSH COUNTY1476-R_ev��7_/_87_-- - - - --- LOCATION-: ._ 11, l _P'1A 1 N ST RELY [ • �D T LO N �S _ 5 •G • AREA POLE -,NO.- SG 1/4 S Z3 T 2-7 R 3 DATE 4-21- q 5. W.O. NO. Z(o Z24P+ REASON ..FOR_ WORK 9a_ P" 1 o V L. c w e. SPs, N O P O. F•t • ENGINEER 1C.. GA 2DN E R DWG. NO. 110 -1 S 4 I=c 2 DRAFTER U.G. NO. SCALE I" = 100 DATE.,WORK COMPLETED APPROVED DATE PRINTED FOREMAN ENVIRONMENTAL ANALYSIS FEES REQ D Cl NO ® EXEMPT ❑ NOT EXEMPT 1$ SUBSTATION rlA, rLE WGO P ,YES PARA. ITEM C PRIMARY OVERHEAD O.H. U.G. COND. -1 . Z KV CIRCUIT NO. 343 PHASE Z . ❑ RESIDENTIAL ADD CKT. FT. PH • COMMERCIAL REM (eQ CKT. FT. PH LEO# O j �_ j NET �o� CKT. FT. SECONDARY OVERHEAD. O.H. -U.G:.'COND. _ KV BASIC FEE S. ADD C . FT. PH REM CKT. FT. PH METER/CONY. POLE ; N CKT. FT. PERMITS (DATE GRAN Co PRIMARY UNDERGROUND ❑ TREE TRIM FLETGk{t:Q ❑ RESIDENTIAL ❑ STATE Zg O -gb 9b ❑ COMMERCIAL ❑COUNTY --- - -- BASIC FEE f LEU# C ElITY /®f=f SECONDARY UNDERGROUND EASEMENTS _ ❑ REQUIRED ❑ NOT OUIRED BASIC FEE f __ / ® f /= Y - . -- PUD ENCTI N(clE?_ -UNDERGROUND PLAT p RELEASED K-Ei.1T GARI�NER BASIC FEE j arFicx,--'t-4�4.19 FT. ®f / = f FOREIGN CONTACTS ,R GTNW JPN# 570 E q5 C-�W 386- 13(08 STREET LIGHTING CS cATv JPN# 51-1-31&0 FT. O j = j ❑ JOINT TRENCH GTNW k CATV WORK IN RIGHT OF WAY ❑ JOINT BORE GTNW do CAN ❑ PRIMARY ❑ ❑ SECONADARY POLE STENCILING FROM TO MISCELLANEOUS FEES TAKE OFF POLE _ VAULT f_ PRE-CONSTR. REQUIREM PERMIT j _ ❑ TREE TRIM ❑ PU CATOR ❑ BACKHOE LAGGING ❑ ONE C DATE _ f - TOTAL DUE j INDEX ' - POLES PLAT - DATE PAID _ RECEIPT# _ NEW SVCE APPLICATION# LOGS U-MAP XFMR C-MAP LOCATION -MAP PAGE 454- F 0 N-211 -X A-3308 TYNE5 PROJECT - PHA5E 4 REMOVE ONE 5PAN OF SINGLE PHA5E VERTICAL PRIMARY CON5TRUCTION NOTE5 IN5TL #1 5POOL NORTH AND DE NEUT NORTH RMV VERTICAL PRI & NEUT SOUTH - ONE 5PAN RMV PUP FIXTUKE5 TOP POLE AND ABONDON TO TEL P-1927 S P-1850-S T,2 T 100 A-3397 fI/e� �o \c�� A�1 \ SOS P 15 �Sl OHO 262 25XD+DCL-726-750+50X AKF1-24 #38725 DCL601-650F25XD+676-700 p� (DCLe601-650+50XD) AKF1-24 ti #38723 DCL:701-800r401-500, 801-850.1XD-852-872-1XD- 874-900 A #5 7 26—\ 20 5 00 HH3 6S/3 77+00 E B00 DCL:776-800 AKF25-2E 4� hm P 14 \� 0 r� Vol� x ON 75+38 S%> �r 25 #18123 s o v� Q� M 4 6421JO E DCL:776-800 65142�3mg q � P 1 58 2 000 SPLICERS NOTE: OWNER OF PROPERTY TO MAKE ROOM FOR NEW TERMINAL TO BE MOUNTED. PLACERS NOTE-. PULL NEW CABLE IN WITH EXISTING CABLE. LEAVE VAC L� 02 �216�4 f /1 _ _ 2e2 66 09 �v SPECIAL UJ 0�'<.�1 CIRCUITS >at_)4� S10��Fs'��s 2s�'o e8 1 8s,9 00 6'-, o0 � v � C 2422JO DCL:401-500.801-850�IX` GCj 852-867 i f X D.86 9-871 ,1 X D r IXD,874-900 AKF2-26 PVC-1 WAY 240FT Atj,-4-� jN P4S4 55 'I©Q ►44 �°X C 2422JO Abe O P2S2 61 v �0 DCLs401-5 1-700 CL:401-500+601-F75+25XD) AKF2-24 #38727 PVC-2 WAY P12 " 54FT DCL.701-750 44 AKF50-24 #38734 9()v L COUNT BEFORE AFTER WKR VAC DEF WKR VAC DEF DCL-676-700 0 NEO 0 11 14 0 DUCT. SPLICER NOTE - CALL BOB VIEN A T 710-4144 AS SOON AS PAIRS ARE IN TERM. SO ORDER CAN BE RELEASED. DOR SCI PRENEED FUNERAL ORDER NUMBER M 9121531 ADDRESS 111 MAIN ST. STE.106 IN SERVICE DATE 05124101 DUE DATE 05125101 CABLE PAIRS Il LINE MOVE ORDER TERM ° E368 Ms45 6 6421JO J I certify that work completed on this work order and As-Bul It Is In compliance with GTE Ouol lty stondords as Ident If led on the IMP check)lst. I Signature and Dote) PRIORITY 1B0 ECAS CONSTRUCTION 0 5 / 2 2 / 01 START DATE IN SERVICE DATE 0 5 / 2 4 / 01 ALL WORK 05/25/01 COMPLETE DATE DRIVERS FOR WORK ORDER PLANT EXTENSION / DOR PUBLIC REQUIREMENT PERMITS CONSTRUCTION ❑ BLANKET ❑ STATE ❑ DIAL. A DIG ❑ COUNTY ® FLAGGING 0 CITY - EDMONDS ❑ BRUSHING ❑ NONE SPECIAL CIRCUITS ❑ YES E3 NO CAUTION POWER 13UG 13AE CUTS REOUIRED ❑ YES ® NO OTHER 13 UG 13 AE TELCO 13 UG G AE JOINT POLE ❑ PUD JOINT TRENCH ❑ PSP&L ❑ PUD ❑ CATV ❑ PSP&L ❑ GTE ❑ CATV ® NONE ❑ GTE FEES R_ EO'S POINT"__` CONTACT ❑ GOP ❑ LEC ❑ SPEC. CONST. NONE ENGINEER KEN.. ALDRICH �- PHONE NO. (425) 7I0-4115 FACILITIES. BOB VIEN PHONE NO. (425) 710-4144 FIELDED BY RICH EDWARDS MATERIAL MATERIAL ENGR CONST CODE DESCRIPTION EST ACT 280450 AKF50-24 150 398820 4688-F/50 1 veri7on 'DEFENSIVE DRIVI MEANS ARRIVING 0 e THOMAS BROS PAGE 454-F5 veri7on EXCHANGE HALLS LAKE COUNTY SNOHOMISH TITLE. 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A w w i ALLEY SURFACE - 29 _ T -41.6,�y5 8` o2.5 2 6 ZS Q 24 2-3 z2 SE C T 1O&/ A -A S F CT I01\,,1 8-8APPROVED _ W..._- ALLEY SECTIONS �.. ; Fu*n %;WNS"TRUCTION OAT. ' SC4 LE //I - /D1 My N 41 ku E91ST. Alf H c.;& 35: 07 x F. 2 7, 6-7 •� r wAsl 4, : �! �'3 p'7 1 1343 • SP��1�y VPAA SltNVAL' Expi24/97 W I M CONSTRUCTION SEQUENCE �- 3 4.440 ' 34.4.0 �- 1. Arrange for and attend pre -construction meeting with City of Edmonds site development. -�- - 2. Call DIALDIG(Utilities Underground Location Center) 1-800-424-5555. 2' 2 "Q , , EM 1- 3. Erect filter fabric fence. oW 4. Clear and grub site. 8''c,vi,o Q ) I•E. 29. 82 2 24 cMP z' z4c M P5. Rough grade site per grading Ian. 9 9 P g 9 p fl 4�2 ti n � 6. Install Sanitary sewer per plan. I.E. 2B •8Z 7. Install other utilities: storm, water, gas, power, telephone, etc. l:0' � z4" 4D ' 3"CMA i @ o.o / T 8. Final grade and pave. N 3.374"' 9. Hydroseed, mulch, and plant landscape. TYPE I - L 10. Remove the remaining temporary erosion/sedimentation control CB * only after the site has been stabilized and City of Edmonds site development Inspector has approved the removal. 48 7 YP,5 LZ _ 11. Clean up storm drainage system. Do not flush sediment off site. C841Z "WET PIPE" DETENTION SYSTEM GB s��% �•O TYPE P"TOf' SLAB , 1044. W RMr• OANb'. LA00.',e 54605 OVfeFLOw.aLr W .82 p •' a' 01,4/,V 450#C4R, SLACK a ••. WHEN 6.4rE /S DOWN BOLrO,P WELD rO ,",4AIS. Defer. c Pi�oe ?- 4' 41r9•B2 Z�14 A ,A uFr 6ArS CASCADE CULVERT ' A No, C/C/t-LG OR EQUAL RESr ICMle 0LAr-5 rn ft C S.YA1PP E06E0, SHOP • 'd OR/LLE0 ( rYR 64, OR/F/Ce) LL 4$"D/A. TYPE W CQ- CATCH BASIN, TYPE II, 4811 DiA. W/ RESTRICTOR FILTER FABRIC FENCE DETAIL Filter Fabric Material 60' wide rolls. Use staples or wire rings to attatch fabric to wire 2" by 2- by 14 Ga. Wire Fabric or equiv. lip In 8' UVU by 12* trench manna _ In 8' by 12' trench tD ------------------------- -_ 6' Max. 2- by 4' wood posts, standard or better or equal alternate: Steel fence posts oa6 R - 25' min." 12" min. - 4'- 8' Quarry Spalis Filter Fabric Material �N 2' by 2' by 14 Ga. Wire Fabric or equiv. Provide 3/4" - 1.5" washed gravel backfill In trench and on both sides of filter fence fabric on the surface P 2" by 4' wood post All: Steel fence posts '9s A �00�90jre Sir°o�Cear� eka C184 ss r dip 10,60 \aso 0 0 . in T 8" Min. GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH W.S.D.O.T./A.P.W.A. STANDARD SPECIFICATIONS OR AS DIRECTED BY THE CITY OF EDMONDS. 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATIONS TO AVOID DAMAGE OR DISTURBANCE. 3. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL NOT BE ADJUSTED UNTIL IMMEDIATELY PRIOR TO PAVING. 4. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY SHALL BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON SITE EROSION HAS PASSED. 5. ALL REQUIRED STORM WATER RETENTION/DETENTION FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO ANY PAVING UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 6. DRAINAGE STRUCTURES NOT ON PUBLIC RIGHTS -OF -WAY SHALL HAVE LOCKING LIDS. 7. ALL DISTURBED SURFACES SHALL BE SEEDED WITH TOUGH, HARDY, FAST GROWING GRASS UNLESS LANDSCAPPING/EROSION CONTROL MEASURES ARE EMPLOYED. 8. UNLESS OTHERWISE NOTED ALL STORM DRAINAGE PIPING 8", 12", 18", 24 36", 48", & 54" INCLUDING DETENTION PIPE WILL BE 16 GAUGE GALVANIZED STEEL AND SHALL USE TREATMENT 1. 9. PIPING SPECIFICATIONS AS NOTED. 10. ALL STEEL PARTS WILL BE GALVANIZED AND WITH TREATMENT 0 (ASPHALT COATED). 11. ALL WORK AND MATERIALS FOR INSTALLATION AND CONSTRUCTION OF SEWER, WATER, AND UNDERGROUND POWER SHALL CONFORM TO STANDARD SPECIFICATIONS FOR SUCH WORK IN ACCORDANCE WITH.CITY OF EDMONDS AND SNOHOMISH COUNTY P.U.D. STANDARDS. A B 4-!Ya" INSERTS ".C" CHANNEL 20" LG. "C" CHANNEL 8" LG. "C" CHANNEL 20" LG. "C" CHANNEL 23" LG. Section A -A CIO ACP DRIVEWAY V4S TOF i Vgq�Fs 5' MIN. BACK OF SIDEWALK -)VARIABLE PER CODE IRAMP (TY ) 41 5, FLUSH 5 TYPE "A" CURB & GUTTER CONCRETE GUTTER CARRIED THROUGH INTERSECTION ISOMETRIC VIEW SIDEWALK RAMP M WIDE SIDEWALK) n 18" TRANSITION (TYP) HIGH TRAFFIC LOAD DRIVEWAY ACCESS 7' r T 12" -_.L_ �--- 24 GUTTER SECTION 7 . S fV Z a M a; a S� ReLp aP-ICV- a51DEt0ALK o NEAT S,aw c.UT 24'/ F2on/1 l A4 PIROt/EM,5AI T S -- q' 0 0 Oil/Water 3� Separator SCALE 3/4" - 1'-0" 27" - 7" DIA. HOLE 22" EACH END ITI i 10" •I Section B-B N N� - L. 4" r - P ° DETAIL BUILDING ENTRANCE r-3, r-it'. "Al 01-11 �WUJIJ, 3/ (- /96 .. d .. 2 a� STABILIZED CONSTRUCTION ENTRANCE Provide Full Width of Ingress/Egress Area EXIST. FAFR<ING ° FROJECT FDATA ° LOCATION 116 3rd Ave N Edmonds, WA 98020 OCCUi=,�NCY Group B - Business Group R2 - Residential Group 52 - Parking CONSTFRUCT I ON TAT FE VB 1 HR. (sprinkled) 2 STORIES w/ BASEMENT ZONING BD2 ►—IEATINC3 4 AIiz EXISTING ROOF TOP UNITS I I I I I I I I I I I I <' II I I I: I� I' ROOF OF CANOPY i ► SIDEWALK M41N STREET. --------------------------------------------------- o SITE FLAN SCALE. I/S" = 1'-0ll ° LEGAL DEeCRIFTIONO NORTH LOTS 1 4 2, BLOCK 12, PLAT OF EDMONDS, ACCORDING TO THE PLA T THEREOF RECORDED IN VOLUME I OF PLATS, PAGE 26, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORDS. APFI-IuU_ ED AS NOTED BY iV�� ING Date:... y.�tl�.1�201� ° TAX NU1�5EF ° gm0m �s �� 3 �� 4344-012-001-0001 T 04406 iNJO 16fz P,,Tm wgmm 01K. br-Ak" W U 129OU,IM A- 5V-A? �MVIT. 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M��lll M Ljr�� c;� CLj- .... .... ---------- - -- tIGHT-'CALOU H LATIONS: enf ol IS' '55 011TE SECTION j RIX:) 54 6 7 63 4V -34 ......... Net�i cu-r TL�rk ALL-F-,,e NE-W lo!%p ax:mE) ��5:c t-.f)lj .-A6 - -41, LIAN 7-� 7, (EGA 7 'IA417- PARKING A-6w 71 -3 V- 47 iv 4;l fi 11 a 3 .�y ;II ! 1 I � 1 1 I � b t11 I I I I I 1 � r 171 v 90 I uz N N N 1'® N. W us to w w w N N N N N W w w _N W4.(A J .n c (A b. LV- IA A ILA tos :I cm->E+O—N w-P i A r N A I I r co 0 n Qf._ .. b' . ! :.It 0 c m E�C1is-r 3PEF0 ��.`4� f � ©/ 55 o r N I��4'� ------�-�- �` woo orw , =eAle e �L 2 -7, 24 2 �:.49 TzSP H s��•f�t LT hB w h�.0 1,-vl 20 STA o f £G zS 97/ t 41 �•Tf# o f O.S" V A e)e Jae- ,41N /N & f IA4..L $r ex.- C4 - .r a +q 80' fET. 22..05N1 0 e-W15'rIAIG e'G6WA7-40A./3 I 22•345 j PAOp,+94ra g ieA-r1 o" 3 1 NN pig Qe `I E-L L O I AI RA I &I ALLEY SURFACC OA ry✓' I , SPEED BUMP DETAIL u� i SEE •o UL"r/All... 13U�LL�INf� ho � �' /C 2�•Z7 /,� .� ,' E111 T/G11A it/C� / N / M A/ N T F h[ A Oil Ge- O F T1`4 lZ � ! ! Pc.,AN T-r-/z BOX VU 1 4-L, lO E � G �IAI��r�I STREET / TI F•c�1�ti/ � ��lILD/DV�.S T Nj co o� AB l=. 1 I , 1 - -- -- - -- - - w _ ALLEY zs --- _-------=o-----— o- 5�"-. 2S SCIRFACE - s� KEET FILE --- _ - -. - - -- - - - -- Z2- SEC T/OA/ A -A S F CT IOki 8-8 ALLEY SEC rio�s tAPPR`OVED FOR EXfST n� H G1� 35. 09 2 -Z WAS 19343 � roan 22/24/97 ////b/94 -/ G19S .I ."j CONSTRUCTION SEQUENCE �- 3 4.40 ' 34, 4O ' 1, Arrange for and attend pre-constructlon meeting with City of Edmonds site development. �"- - 2. Call DIALDIG(Utilities Underground Location Center) 4"M/N 1-800-424-5555. O•E. 31. e2 "A NJ 2 T" 3. Erect filter fabric fence. j4. Clear and grub s'te. 8 c,vi,� s E 29 • t32 Z' Z�f c,,�� z z4c M 5. Rough grade site per grading plan. Q. t` 6. Install Sanitary sewer per plan. I.E. 28.8Z IE 2��•82 7. Install other utilities; storm, water, gas, power, telephone, etc. • 4D' 3� "'CMA@o.o 8. Final grade and pave. N �3.3 7.4 D l 9. Hydroseed, mulch, and plant landscape. TYPE I -L 10. Remove the remaining temporary erosion/sedimentation control C B only after the site has been stabilized and City of Edmonds site development Inspector has approved the removal. 48 TYPE ZZ 11. Clean up storm drainage system. Do not flush sediment off site. GB Z "WET .PIPE" DETENTION SYSTEM GENERAL NOTES TYPE P'rOf'SLAB oi.,r. wRAcT. oPN6. , 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH W,S.D.O.T./A, P.W. A. STANDARD •'A ;. ' • n ', ,' : • ' SPECIFICATIONS OR AS DIRECTED BY THE CITY OF EDMONDS. e sra 6ACK G B. • ; vI • • •e 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE GAOO-'R $rEPs ovEx�oow.et� 31 •�$ j RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATIONS TO AVOID DAMAGE OR �----+ DISTURBANCE. •" 4 ' Cle,4hV 450'xCAP., S44CA' 3. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL NOT BE ADJUSTED UNTIL IMMEDIATELY a WHEN 64TE IS DOWN PRIOR TO PAVING. BO[T OR WELD r0 FR41q"& .4. •T •• 4. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY SHALL BE CONSTRUCTED PRIOR TO De�en. ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY P�Pe Z4 -p( `•. .M EROSION/SEDIMENTATION CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED t a 611�I 8 N� UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON SITE EROSION HAS PASSED. - 5. ALL REQUIRED STORM WATER RETENTION/DETENTION FACILITIES MUST BE CONSTRUCTED AND IN o , /E� �`�•BZ OPERATION PRIOR TO ANY PAVING UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC �E--�z a WORKS. 5 _ ..�.-. 6. DRAINAGE STRUCTURES NOT ON PUBLIC RIGHTS -OF -,NAY SHALL HAVE LOCKING LIDS. %!FT GArC ; A G45CrfOE C!/LVERT ."-.,�� o el clCE w e r J. �T4O�4 7. ALL DISTURBED SURFACES SHALL BE SEEDED WITH TOUGH, HARDY, FAST GROWING GRASS UNLESS VM %/t -GG N OR EQUAL REsre1C7VR Pc4r' 71v LANDSCAPPING/EROSION CONTROL MEASURES ARE EMPLOYED. •'o ,eE "X.PP E06E0, SHOP OR/[tEo (rY.? 6-4.Oeificf) .• • • '' 8. UNLESS OTHERWISE NOTED ALL STORM DRAINAGE PIPING 8", 12". 18", 24 , 36 , 48", & 54" ' Q' ''' ' INCLUDING DETENTION PIPE WILL BE 16 GAUGE GALVANIZED STEEL AND SHALL USE TREATMENT 1. 4$"D/A. TYPE It C.E'. 9. PIPING SPECIFICATIONS AS NOTED. 10. ALL STEEL PARTS WILL BE GALVANIZED AND WITH TREATMENT #1(ASPHALT COATED). CATCHBASIN, TYPE I I 48" D IA. , 11. ALL WORK AND MATERIALS FOR INSTALLATION AND CONSTRUCTION OF SEWER, WATER, AND W/ R E S T R I C TO R UNDERGROUND POWER SHALL CONFORM TO STANDARD SPECIFICATIONS FOR SUCH WORK IN ACCORDANCE WITH.CITY OF EDMONDS AND SNOHOMISH COUNTY P.U.D. STANDARDS. --.0 o' En -. A FILTER FAi3RIC FENCE DETAIL Filter Fabric Material 60" wide roils. Use staples or wire rings to attatch fabric to wire 2' by 2" by 14 Ga. Wire /- Fabric or equiv. IN Filter Fabr Material 2" by 2" by 14 Ga. wire Fabric or equiv. Sury bottom of filter material Provide 3/4" - 1.5" i In 8" by 12" trench washed gravel backfill -► iD 1 ___ in trench and on both sides N of filter fence fabric on the surface 6' Max. 2" by 4" wood post - 2" by 4' wood posts, standard or better or Alt: Steel fence posts equal alternate: Steel fence posts 12" min. - 4' • 8' Quarry Spails qs 1100e9(rre do s ry; �o S eA/ ��elh�ess0 �� dyb xposeandn ofo� e A 4-!Y." INSERTS 13AFFLE OR WEIR m $ s" 6" a • a t "C".. CHANNEL 20" LG• "C" CHANNEL B" LG. "C" CHANNEL 20" LG. C � N "C" CHANNEL 23" I.G. Section A -A •QqQ/ ACP DRIVEWAY • �s row •C L 5' MIN. BACK OF SIDEWALK VARIABLE PER CODE RAMP (TY ) 5' 41 FLUSH fTy--Pr=--"A" CURB & GUTTER CONCRETE GUTTER CARRIED THROUGH INTERSECTION ISOMETRIC VIEW SIDEWALK RAMP (7' WIDE SIDEWALK) n I i 5-SA I Oil/Water Separator i SCALE 3/4"= F-0" Section B-B 18" TRANSITION (TYP) HIGH TRAFFIC LOAD DRIVEWAY ACCESS 7' I T T T T �-- 24 GUTTER SECTION DETAIL BUILDING ENTRANCE APPR"'OWEV ro*u, ""' R CV *,*+ k a' aW n a q a/H 19.5" 13 STABILIZED CONSTRUCTION ENTRANCE Provide Full Width of Ingress/Egress Area • war% M '27 % �- �s'" / p �"/ la4,1A17-aO BASEMENTPLAN. �/b i I v I, a• i I co ca. g4pvf-" --- 26, U.4, ra. Z co�/Nc-, /i.�oG.C�/cam C4001915& t7 424;7477/4-0 f now ww■ tw ■ Yi■■ ■■ oil 11 - � i '�.� - ; ' p��'N �.T2r �4-E �� t.�'utST/�i�t •Ti caw f ' ! -1 L f�A-/tiJ .'S�cx3 UT "e3G. I P/N4 MAN WA" Arza W aP Q //Q A 0 F� Hi OVA Mll 10 . c h w i I► ,j31NnOo 1IWH3d �66466100 C33AI303H Exot GTRXJ PLA E �- -SOS' t.-,JL.L- i+C-Ar:6 IL Aff e7 A V15V /-V14 flu S' li TREE STAKING DETAIL Iw- iSHR B:-%R LAA N T I N 'G1 ;2 t................ (e) 6) main til SITE PLAN HEIGHT CALCULATION LEGAL DESCRIPTION N, 65A�5'r 55 -7-Z' 4C4'-'014WIAle-� *rO 7714�C- /`4,47 !> (r-4.4 Alvolr-) BENCHMARK PARKWO 0/9-' 601--"rC)M .t5740 47 VL*0,405 o/ Ca -,"Zoo X3 CAIZ5 -%5,- C'7=r�lCrz 47- tW/ MAI^ 5c- co t5j I- E V,47- Iref4 3Go , -7S TAX. NO. �A 77 0 R5CFEIVED OCT 1 9 1994 PERMIT COUNTER V VA:VY� 01/A/ V 03) 671'z 4 � �- -I - . :/ LIJ