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HomeMy WebLinkAboutPermit L01-010 - FOSTER THOMAS / POTTERY WORKS TOWNHOMES - DESIGN REVIEWL01-010 POTTERY WORKS TOWNHOMES 100XX 51sT AVE SOUTH C. Thomas Foster R.A.L. Development and Venture Company 1420 NW Gilman Boulevard, 1/2206 Issaquah, Washington 98027 I C E Icicle Creek Engineers Geotechnical, Geologic and Environmental Services SITE CONDITIONS August 18, 1998 RECEIVED - .. PERMIT CENTER Report Geotechnical Consultation Residential Development 51st Avenue S. and S. 1 1 1 t h Street Tukwila, Washington File No. 0133 -005 INTRODUCTION This report presents the results of our geotechnical consultation regarding the disposal of roof downspout water on four residential lots referred to as Lots 7/8, 5/6, 22 and 23/24 of the Pottery Works Addition in "Tukwila, Washington. The lots are located northwest of the intersection of 5 I st Avenue S. and S. I l l th Street on undeveloped property as shown on the Vicinity Map, figure I. Residential structures are planned on the subject lots. We understand that the city of Tukwila has indicated that the preferred method of roof downspout water disposal is infiltration. You have requested that we observe the site conditions and provide information, as appropriate, for installation criteria for a downspout drain infiltration system. SCOPE The purpose of our services was to evaluate the shallow soil and ground water conditions as a basis for estimating a soil infiltration rate. The services provided by Icicle Creek Engineers consisted of: 1. Complete a site visit to observe existing site conditions. 2. Excavate four shallow test holes (one on each lot) to a depth of four to six feet. 3. Field classify the grain size distribution of the soil regarding an estimated infiltration rate. 4. Provide recommendations for installation of a roof downspout infiltration system provided that the soil type(s) observed in the test holes are adequate for infiltration. GENERAL A geotechnical engineer from Icicle Creek Engineers conducted a site visit on August 12, 1998 to perform the geologic reconnaissance and excavate test holes to evaluate shallow subsurfitce conditions. The test holes were excavated using a shovel, digging bar, post hole digger and extendable hand auger. The property area is shown on the Site Plan, Figure 2. Icicle Creek Engineers, Inc., Meadow Creek Professional Center. 22525 SE 64th Place, Suite 202, Issaquah: Washington 98027 Telephone: (425) 557 -4368 Fax: (425) 557-4369 C. Thomas Foster R.A.L Development and Venture Company August 18, 1998 Page 2 SURFACE CONDITIONS The four lots are located on undeveloped property. From 51st Avenue South, the ground surface across the property area slopes gently to the west for about 100 to 150 feet, then slopes downward at about a 35 to 40 percent grade. The property is partially cleared and vegetated in local areas with dense brush and scattered trees. _ z ce w SUBSURFACE CONDITIONS 6 v Local geologic mapping by the U.S. Geological Survey (Waldron, H. H., et al, 1962 — N o Preliminary Geologic Map of Seattle and Vicinity, Washington) shows that the property area is mantled w with "younger gravel." Younger gravel is described as "sand and gravel." I— Subsurface conditions at the property were evaluated by the excavation of four test holes (one on 0 each lot). The locations of the test holes are shown on Figure 2. Observations of the ground water conditions were made as the test holes were excavated. ¢ The test holes encountered relatively uniform conditions consistent with regional mapping by the C a USGS (1964) as previously described. The following is a summary of soil and ground water conditions I- = observed in the test holes: ? F— Test Hole TH- l (Lot 22) 0.0 — 1.5 feet Loose to medium dense fine sand with a trace of gravel 1.5 — 4.0 feet Medium dense fine to medium sand with a trace of gravel Test Hole TH -4 (Lot 5/6) 0.0 -2.5 feet Loose to medium dense fine to medium sand with a trace of gravel and scattered roots 2.5 — 4.0 feet Medium dense fine to medium sand with a trace of gravel No ground water was observed in the test holes. CONCLUSIONS AND RECOMMENDATIONS We have reviewed standard design methods for disposal of roof downspout drainage using the King County Surface Water Design Manual (Section 4.5.1 Roof Downspout Infiltration Systems). Based on our review of these design methods for infiltration and soil /ground water conditions observed in the test holes, the surficial soils are suitable for infiltration of the proposed roof downspout disposal systems. Based on our visual classification of the soils encountered in the test holes, we recommend that an infiltration rate of 8 inches per hour be used for design of the roof downspout disposal systems at each of the four lots. Icicle Creek Engineers 0133005/081898 I— O Z I•-. w U 0— ❑ I— wW Test Hole TH -2 (Lot 23/24) i 0.0 — 6.0 feet Loose to medium dense fine to medium sand L I O . ..z " Test Hole TH -3 (Lot 7/8) v— . 0 0.0 — 1.0 feet Loose fine to medium sand with scattered roots z _ z 1.0 — 4.5 feet Loose to medium dense fine to medium sand C. Thomas Foster R.A.L Development and Venture Company August 18, 1998 Page 3 USE OF THIS REPORT We have prepared this report for R.A.L. Development and Venture Company. When the design has been finalized, we recommend that the final design drawings and specifications be reviewed by our firm to see that our recommendations have been interpreted and implemented as intended. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No warranties or other conditions, express or implied, should be understood. * * * * * * * * * * * * * * * * * * ** We appreciate the opportunity to provide geotechnical services on this project. If you have any questions or if we can be of further assistance, please call. Document ID: 0133005.REP Two copies submitted Icicle Creek Engineers Vj` wnsf am 4. U E PIKES I () 3 / Yours very truly, Icicle Creek Engineers, Inc. Brian R. Beaman, P.E. Principal Engineer /Geologist 0133005/081898 ....::'ta+; +.b'�7..LjaJA dYS".ri•tihLAYF.<:h + i?.ofr.:iGJ.oi LLl.+':r.'L:.:inJ:A:ss .�,ii.`v'Jkis.:vtntuv 111 • oposkiiski tat :..to .4 Ilk* maw len fah 'sal::- -' �. . .. � al -- ea - �Y's re ����pp{��{��yy ryy��1Rp�� WW'' N Ne 45ttleratallial:V1 el jiiitifflIONIML -- IN®NNt i Project Site Icicle Creek Engineers • 2,000 Scale in Feet 4,000 t Vicinity Map - Figure 1 . H -3 r. i 0 4 3 2 1 Base map provided by RAL Development and Venture Company TH -4 TH -1 40 80 Approximate Scale in Feet Icicle Creek Engineers 21 S. 111th Street 25 26 Explanation: 4 H-1 Test hole location Site Plan - Figure 2 �,`.ziSaiikasv,w7kc�aktits:?a APPLICATION NAME OF PROJECT/DEVELOPMENT: 4'7 0 rF - 77; (0 Aiak4 cc LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s) block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. // x' S/ rL 4ve Sn ee th r keJ I rPiS Quarter: 'ect of n: 3 Township: .)-3 Range: Y 5.E CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan @ci.tukwila.wa.us (This information may be found on your tax statement.) G:WPPHANU.ANDUSE.APPWAR2.DOC, 06/16/00 ( f kW c 1 a Date: — (— O DESIGN REVIEW RECEIVED CITY OF TUKWU. FEB - 7 2001 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: e, /o'vie S J�S7�P2 Address: tc( S©u K C.e"4-e r S (u, /D6 Sea- +1k-e I L 1I-4 9/F FAX: „DO C u PERMIT CENTER FOR STAFF USE ONLY Sierra Type P -BAR Planner: File Number: 1_01 — U / o Application Complete (Date: ) Project File Number: pre 4) e rv1 .,.f2 Application Incomplete (Date: ) Other File Numbers: -' ( _ 00 a APPLICATION NAME OF PROJECT/DEVELOPMENT: 4'7 0 rF - 77; (0 Aiak4 cc LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s) block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. // x' S/ rL 4ve Sn ee th r keJ I rPiS Quarter: 'ect of n: 3 Township: .)-3 Range: Y 5.E CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan @ci.tukwila.wa.us (This information may be found on your tax statement.) G:WPPHANU.ANDUSE.APPWAR2.DOC, 06/16/00 ( f kW c 1 a Date: — (— O DESIGN REVIEW RECEIVED CITY OF TUKWU. FEB - 7 2001 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: e, /o'vie S J�S7�P2 Address: tc( S©u K C.e"4-e r S (u, /D6 Sea- +1k-e I L 1I-4 9/F FAX: „DO C u PERMIT CENTER February 9, 2001 City of Tukwila z Department of Community Development = 6300 Southcenter Blvd. w Tukwila, WA. 98188 QQ cc 2 -I C.) 00 Re: Pottery Works Townhomes Design Review co W J = To Whom It May Concern: co IL W O The proposed twelve - townhome project is designed with four buildings, offering open spaces and a maximum number of "end units ". While not maximizing the density or heights allowed under current zoning, the project offers a transition from = a high- density apartments to the south with lower density multiplex buildings F- _ bordering to the north. The residential owner occupancy of the condominiums will Z 1- blend with neighborhood to the east. w O The site plan offers an easy transition onto 51 Avenue South and provides an open 0 feeling with multiple buildings and professional landscaping. A village feeling will a t- be enhanced with units, which appear to be individual buildings, by a transition = v from unit to unit in the same building with coordinating color schemes. E- H u Z Building plans offer a variety of elevations schemes to work in harmony with the 0 cn existing older neighborhoods fronting 51 Avenue South. Window schemes, siding o Y an d brick accents vary from unit to unit suggest individually while blending z together the four buildings. The landscape plans was designed to enhance the units and blend into the natural vegetation "green belt" area on the west slope of the property. Walkways will wind along the rear and between the units to the recreation areas. We are asking the City of Tukwila to deed 109 street adjoining the property to the project offering additional buffer area to the south. All units will offer two covered parking spaces to keep cars off the access roads and allow more space for visitors. Landscaping and walkways from the townhomes to 51 Avenue and transit stop will encourage use of rapid transit for work and shopping. The site is currently vacant and overgrown with weeds and vegetation. When finished, the townhomes will "complete" the neighborhood while offering affordable and attractive homes for the enjoyment of future owners and neighbors. Tax PARCEL SEGREGATIONS AS OF APRIL 22, 1997 RAL DEVELOPMENT AND VENTURE (PURCHASER) HARWOOD (SFr.r.FR) TAX PARCEL # 6874201045 LOTS 1-4 BLOCK 10 POTTERY WORKS ADD IS NOW: LOTS 1 &2 BLOCK 10 POTTERY WORKS ADD TAX PARCEL # 6874201040 LOTS 3 &4 BLOCK 10 POTTERY WORKS ADD TAX PARCEL # 6874201045 TAX PARCEL # 6874201065 LOTS 5 -8 BLOCK 10 POTTERY WORKS ADD IS NOW: LOTS 5 &6 BLOCK 10 POTTERY WORKS ADD TAX PARCEL # 6874201050 LOTS 7 &8 BLOCK 10 POTTERY WORKS ADD TAX PARCEL # 6874201065 TAX PARCEL # 6874201145 LOTS 21 -23 BLOCK 10 POTTERY WORKS ADD IS NOW: LOT 21 BLOCK 10 POTTERY WORKS ADD TAX PARCEL # 6874201143 LOT 22 BLOCK 10 POTTERY WORKS ADD TAX PARCEL # 6874201144 LOT 23 BLOCK 10 POTTERY WORKS ADD TAX PARCEL # 6874201145 TAX PARCEL # 6874201160 LOTS 24 -26 BLOCK 10 POTTERY WORKS ADD IS NOW: LOT 24 BLOCK 10 POTTERY WORKS ADD _ b .� �, � tGcre1/4 TAX PARCEL # 6874201150 LOTS 25 &26 BLOCK 10 POTTERY WORKS ADD TAX PARCEL # 6874201160 RECEIVED CITY OF TI !F<ln:n 1 FEB " 7 2001 PERMIT CENTER z a • . U . U co w J = I— U) LL WO 2 I- ?• � d I H =. 1— O Z I— D • 0 0 O - 0 1— W W I U ' u"O Z . W U _ . 0 z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 'AREA' • : LOT I . PHASE • 1?' :; . °' :.;.`. , :5;.! : LOT ' �;,;*� : ? : ' ` LOT 21 B 22 ': LOT 23 LOT 24 C LOT 25 LOT 26 LOT 27 D LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 A LOT 33 LOT 34 } .,.:. ,k; LOT 35 C LOT 36 LOT 37 LOT 38 LOT "39 • , Sri;:µ : 10'�i'4 :' L OT 40 0 - 10 AREAS. EACH AREA IS TO BE 3TRUCTION PHASE. 'VELOPED;PER: THE GEOTECHNICAL MOTHER CITY. APPROVED ARE TO a ' BE INCLUDED AS PART OF FAM/L Y HOME PERM/ TS; ON A o - ; PI- WsES. 1 (='N't (° / ' i9nrA :r.,. •I.1'il,vl:,vstr,1i A, TEMPORARY E_ XCA VA TIONS FOR CONSTRUCTION PHASES AND MIT/GA T7ON MEASURES. B. IMPLEMENTATIONS OF FOOTINGS, FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS. C. BACK FILL AND PREPARATION OF IMPLEMENTATION TO A ADJACENT CONSTRUCTION PHASES ACCORDING TO 77-IE GEO TECHNICAL RECOMMENDATIONS. 8. THE GEOTECHNICAL ENGINEER IS TO PROWDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. 9. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERWEW ESTATES, AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND 1 TS OFFICERS, AGENTS AND EMPLOYEES FROM ALL CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITHIN THE PLAT; PROVIDED, THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING, FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF ' UKWILA, ITS OFFICERS, AGENTS AND EMPLOYEES. CITY OF SEATTLE UTILITY EASEMENT P.M. #230415 - 1--011 THIS EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCESSORS AND ASSIGNS, THE RIGHT, PRIVILEGE AND AUTHORITY TO INSTALL, CONSTRUCT, ERECT, ALTER, IMPROVE, REPAIR, ENERGIZE, OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES, TRANSFORMERS, DUCTS, VAULTS, MANHOLES, CABINETS, CONTAINERS, CONDUITS, WIRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCES TO MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM lS TO BE LOCATED ACROSS, OVER, UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON, TO WI T; THOSE AREAS HEREIN WITHIN THE PLAT OF FOSTER VIEW ESTATES DESIGNATED, A. S.UT(Ll TY E &SE V(LS O /OR ACCESS AND UTILITY A z W re J U U o) D W I-' w O 2 L Q d � z = O z F- w w U � O (12 o I- w � U IL 1 6 w z U = 0 1— O z March 1, 2002 Dear Mr. Foster: City of Tukwila Department of Community Development Steve Lancaster, Director Thomas Foster 6450 Southcenter Boulevard #106 Seattle WA 98188 Re: Design Review and SEPA Applications for Pottery Townhouses project. File numbers LO1 -010 and E01 -003. Steven M. Mullet, Mayor This letter is to notify you that the above referenced application has been currently closed as no re- submittal was received from you in response to the City's request for additional information dated March 7, 2001. The Design Review and SEPA applications were submitted on February 7, 2001. A notice of incomplete application and request for additional information was sent to you on March 7, 2001, which listed the additional information that was required to further process your application. The letter also stated that the information must be submitted within 90 days of that letter. Since there was no response received from you to address the issues raised in the March 7, 2001 letter within 90 days of that letter, the city has presently closed the application files. If you wish to pursue this project, new applications must be filed. If you have any further questions, you can contact me at 206 -431 -3685. Sincerely, Minnie Dhaliwal Associate Planner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431 -3665 C S March 7, 2001 City of Tukwila Thomas Foster 6450 Southcenter Boulevard #106 Seattle WA 98188 Dear Mr. Foster: 4. Schematic road design. 1 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Re: Notice of incomplete application for Pottery Townhouses project. File numbers L01- 010 and E01 -003. The Department of Community Development received your application to construct 12 townhouses at a site located at 51 Avenue South and South 111 Street. Based on a review of your submittal relative to those requirements as set out in the Complete Application Checklists for Design Review and SEPA review, your applications are deemed incomplete. :nformaiioli i`. required in order for Design Review application to be ' determined complete: 1. The subject site contains steep slopes. A geo - techical report prepared by a certified geo - technical engineer is required for any development on steep slopes. Refer to the attached Tukwila Municipal Code (TMC) 18.45.080(E), for the requirements for the geo - technical report. 2. Clearing of trees on any steep slopes is subject to tree regulations of TMC Chapter 18.54. All significant trees must be shown on the survey and those that are proposed to be removed must be identified. Significant trees are defined as all trees except cottonwoods that are 4" in caliper measured 4.5' above grade. Further refer to TMC 18.54.080 for other information related to trees that must be shown on the survey and landscape plan. Also refer to TMC 18.54.130 for criteria to be used to authorize removal of significant trees on steep slopes. Specifically refer to the replacement tree ratios and sizes for replacement trees. 3. Site plan must include development coverage information. Maximum allowed is 50 percent of the lot area. tut•Pe' a�• vteis:.: awr; :.;�x¢� «a+,x;++rkrs:,±[nyar..tx N,a; '.,�..,`a •^iwr5'�sa?�'6a.:24.," 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 5. Lighting Plan that includes location and type of street and site lighting. Refer to item #24 in the submittal checklist for details related to lighting plan. Also, refer to TMC 18.52.065 for additional lighting requirements. 6. Signage per sign code. 7. Colored elevations 8. Materials and colors board. 9. Lot Consolidation application. (see attached) 10. This application shows a section of S 111 St as vacated and is included in the property. S 111 St is public property and has not been vacated. You may petition, through Public Works, for a Street Vacation for this section of S 111 Street. Until the street is vacated, this public property may not be included inside property lines in your application for Design Review. If you want to discuss the street vacation procedure, please schedule an appointment with Jill Mosqueda, by contacting the Public Works Permit Technician, Kathleen DeJesus at 206 - 433 -7184. The following information is required in order for SEPA application to be determined complete: i. 1ti, .ep.)rt. After receipt of the requested information, we will notify you within 14 calendar days whether your applications are complete, or if incomplete, what information is still needed to complete the application. It is important to note that this application will expire if we do not receive the additional information within ninety (90) days of the date of this letter unless an extension is granted pursuant to Section 18.105.070(E). Additionally, we have started code - related review and have following comments that need to be addressed: Design Review: 1. Your plans show buildings located over the existing sewer line. You must relocate the structures or provide written approval and construction specifications from the City's Senior Utility Engineer as part of the Design Review application. Landscaping: The landscape plan shows existing landscaping along the rear property line to count towards 10 feet of Type I required landscaping. Please include more information on the plan as to what is existing in that area. Also refer to removal of significant tree comments listed above under item #2. Also the plan shows some retaining walls. Please include details (height) of retaining wall. The landscape plan must also include a note that all landscaped areas are to be irrigated. 2 3. Recreation Space: 400 square feet of recreation space is required per dwelling unit. It must be located outside the required yard seatbacks. Also, recreation space shall not exceed a 4% slope in any direction. At least 25% and up to a maximum of 50% of the recreation space must be developed for children. Refer to TMC 18.52.060 for details. 4. Fire hydrant locations must be shown on the site plan. Fire truck turn around does not meet the minimum required dimensions. Refer to attached handout on fire access for required dimensions. 5. Recycling storage space must be designed to meets all requirements listed under TMC 18.52.070. Specifically, no dwelling unit shall be more than 200 feet from a collection point. 6. Pedestrian pathway from the public street to the residential units must be included in the site plan. 7. Separate private outdoor spaces for the units must also be included in addition to the required open recreation space requirement. SEPA: 1. This project will generate 5 or more peak hour trips. Please provide a preliminary traffic report which includes a trip distribution study and a site distance a1Ia.:ysis fbD'r the ddcess.' Based on the information provided, the City Engineer may require a more detailed traffic analysis. 2. Following are comments pertaining to corresponding item in the checklist: A.7 The geo- technical report that you provided only addresses infiltration onsite. There is no discussion of steep slopes. Is there another geo - technical report? B.1.d. Because of the steep slopes on this site, please provide documentation that supports a "No" answer. B.1.e. Be more specific about the quantity and extent of grading. B.1.h. Please explain in more detail the erosion control measures to be used during grading of the site. B.2.c This question needs an answer. Do not leave blank. B.3.a.6 Offsite sediment transfer could occur, if there is not adequate erosion prevention and sediment transport control. I : , B.3.c.1 The storm drainage needs to be per 1998 King County Surface Water Design Manual. Retention vaults are not an option per this manual. Please explain why infiltration will not be used. Infiltration is the preferred method. Also, please provide a complete answer to this question. B.3.d Please document who or what requires arch pipe collectors. Where would Q this pipe be installed? ;1-- w IX 2 B.4.b. What about tree removal? J v 0 N O B.5.a Question asks for "on" or "near ". See attached w w J = H B.5.b Question asks for on or near; bald eagles are known to utilize areas of w 0 Tukwila. 2 J u. Q B.5.c Yes, Pacific flyway for migratory birds. D. d I- B.5.d Need to answer the question. Do any trees onsite offer potential use to z I._ bald eagles? 1.- O B6.b Would building elevations eliminate solar power as an option to the v 0 O o F - B.15a. The answer is yes, so applicant needs to describe. iu z U ci F=- _ O ~ neighbors? L.1 O.a Need to answer the gtintiori. B.15.b Need to answer the question. If you have any questions, you can reach me at 206 -431 -3685. Sincerely, Minnie Dhaliwal Associate Planner Encl: TMC 18.45.080E (geo -tech) TMC 18.54 (Tree permit) TMC 18.52.065 (lighting) TMC 18.52.060 (recreation space) TMC 18.52.070 (recycling storage) TMC 18.52 (landscaping) Marked up SEPA checklist Lot consolidation application Fire truck access handout ; :',:._. r.:. ....'fl„ , .✓, i,..,n .�.�!vrzsl.t.:.,.,..:�..; rwu. ?.Aa ".' ,�,�,..,_.At:ii:i.. • z CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Pottery Works Town Homes File #: L01 -010 Design Review Date: 02.15.01 Reviewer: L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department has the following comments regarding your application for the above permit. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. 1. This application shows a section of S 111 St as vacated and included in the property. S 111 St is public property and has not been vacated. You may petition, through Public Works, for a Street Vacation for this section of S 111 St. Until the street is vacated, this public property may not be included inside property lines in your application for Design Review. If you want to discuss the street vacation procedure, please schedule an appointment with me by contacting the Public Works Permit Technician, Kathleen DeJesus at 206 - 433 -7184. 2. Your plans show buildings located over the existing sewer line. You must relocate the structures or provide written approval and construction specifications from the City's Senior Utility Engineer as part of the Design Review application. Projects /Pottery/L01 -010 Pottery town homes 1 0 c= NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. - • r SCALE : 1" = 20' 8 -0- N SI' OF 3r w 117.00 z NSF , IfT 32'W 18 :WM Site Plan Site information 1.22211)555r1nOon 22111 are fool lets 111Ino 22 Mock 2. rollo, IA aria 84111122 1.51 Ares 1172kOng cambised 1r12 •1120 42.12112.k 11511415e roonnini ,%555 1511.5.- 217 of It 212. WA 2211, Tafsl so. f 2•12.2 214loi n. No of . 11 . folits 2. T•121 sq. 2221.22 WOO n. SEE LANDSCAPE PLAN FOR DEVELOPMENT IN VACATED SOUTH 111th FIRE LANE (NO PARKING) 1 no • .6r.41,49." < ENTER EXISTING ASPHALT PARKING LOT U R?1R32W 1154 1 VACATED . 2.111122TOSZT • f .22,102. 71: LEGEND O City o a T p ukV5la . :0:17 , 031 Al of 4, • z 11— < • z w re 2 . 6 D• 0• 00 c w 11.1 uj 0 ?_7 g 5 to a I w z 1. 0. z 11.1 Lti 2 a n 0: 0 • 92- 0I- W • LU W Z • Cli O ! O 1- • z m C) m z D a ija Pottery Works Townhomes Tut Avenue South Seattle, Washington PAL Development and Venture Company STEPHEN TAPP ARCHITECT 001 Ear tacos scone. Ittastmot %NZ ha< t2.1 320-0534 l'Am COO 3N-6UL - NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARTHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. _ a 4 L) G) m Z zi O a z m 0 Pottery Works Townhomes pst Avenue South Seattle, Washington RAL Development and Venture Company STEPHEN TAPP ARCHITECT W.6 E.:t 40.0 .t,mt. WAtamta 0n. N. (60e17100534 Ia, (1001 321 6024 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CI EAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 ' UNIT A - GARAGE LEVEL SCALE: 1/8" = 1' UNIT B/C - GARAGE LEVEL SCALE: 1/8" = 1' WV. t: at: UNIT A - 2ND LEVEL SCALE: 1/8" = 1' UNIT B/C - 2ND LEVEL SCALE: 1/8" = 1' ea UNIT A - 3RD LEVEL SCALE: 118" = 1' UNIT B/C - 3RD LEVEL SCALE: 1 /8" = 1' Elevation at Building Containing Ton Unite 'A' . taa Sion at I1uildhte Containing Pour I'nit, /C' Malerinlo Srhediile 0,10k ('earl Ell Painted Ced.r S/dina El t:nenn. Stoma nul■l.tnld to be an...s ine ShInele Salado. and da., trlm to be feinted (Salt MAO mim0., man ee Ueraed Of T'oocq da. td, 2/01/01 A4 a Z ~ Z 6 6 J U 00 U U. • UJ J = H • LL W 2 J N d • W F- _ ZF- I— 0 Z U • � O — O h W W U , Z W U= O • H z STEPHEN TAPP a u1N .:ery: m%,,; 1 ' UNIT A - GARAGE LEVEL SCALE: 1/8" = 1' UNIT B/C - GARAGE LEVEL SCALE: 1/8" = 1' WV. t: at: UNIT A - 2ND LEVEL SCALE: 1/8" = 1' UNIT B/C - 2ND LEVEL SCALE: 1/8" = 1' ea UNIT A - 3RD LEVEL SCALE: 118" = 1' UNIT B/C - 3RD LEVEL SCALE: 1 /8" = 1' Elevation at Building Containing Ton Unite 'A' . taa Sion at I1uildhte Containing Pour I'nit, /C' Malerinlo Srhediile 0,10k ('earl Ell Painted Ced.r S/dina El t:nenn. Stoma nul■l.tnld to be an...s ine ShInele Salado. and da., trlm to be feinted (Salt MAO mim0., man ee Ueraed Of T'oocq da. td, 2/01/01 A4 a Z ~ Z 6 6 J U 00 U U. • UJ J = H • LL W 2 J N d • W F- _ ZF- I— 0 Z U • � O — O h W W U , Z W U= O • H z STEPHEN TAPP J POR OF SE* OF SE4 OF SEC. 3.73.4 KIN¢ COUNTY, WASH. 2 T DESCRI PTION: tors 1 10 0 NC Lore 2110 24, 011c1 POTrioY 1400.0-5 ADDmOI, ACC00DIW ,e TK /1A, ,•ta 0700,002 IN VOYY• • Of run, twee a, MOLDS or 005• Carry. VOSN■I1DN1 I.117 THAT 0-0 70 4 W SOD ACT il, IP 002, 14015. 12050 T10 CM 4 511411 .Ire Jot 5Xwen V.2,•1011.11W. 00 s4mi1 CLO . mows. CI0S5 CCI¢T Cavalli, e4s1'•.ONS, AW x4 , ,,iCTPSAN. CovtaritS.. TOPOGRAPHY SURVEY FOR TOM FOSTER 11 rli 1 ' 1 / / I I ► q 0 / / I I / I I I I.. 1. / II I /1 / / � � I , ; i) \\ 1 I, I I f/ � 1 1 1 z 1 I I:T \ \ 1 1 ! .I / 1 1 is 1 �\ \1' \\ \\ \ b \ \. y l / / I I. I t \ \ }I\ \ \ \ \\ \,�, \. I l .�� \ \ \ \ \ L \. \ \ \ �\ ll it . -� =rte - \�a F OI ERR ■ w \\ . \ \ �l \ \ \. 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