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Permit L04-072 - JAEGER JAMES - SHORT PLAT
JAMES JAEGER LAND DIVISION LAND DEVELOPMENT SHORT PLAT 4230 S 150 ST L04 -072 February 8, 2007 Mr. Ted Pederson 14459 25 Ave S. Seatac, WA 98168 City of Tukwila Department of Community/ Development Steve Lancaster, Director RE: Pending Building Permits D07 -027 (Lot 1) D07 -034 (Lot 4) Dear Mr. Pederson: The Planning Division of the Department of Community Development has reviewed the two building permits listed above. As you are aware, lots one and four of this plat contain a stream. The stream requires a buffer of 35 feet. As a condition of short plat approval, a permanent fence was to be installed along the edge of the stream buffer. A review of the site indicated that the fencing and signage has not been installed. It would seem appropriate to have the fence installed as part of the two pending building permit applications. Additionally, a sensitive area easement needs to be recorded against lots one and four. The City will provide this easement language. No action is currently needed from you with regards to the two items listed above, however, please note that both items will be conditions on the permits listed above and that final building approval of the completed structures will not occur until those conditions are met. If you have any questions, please call (206) 431 -3684 or send an email to bmiles(a ci.tukwila.wa.us. Sincerely, don Miles Assistant Planner cc. Files (D07 -027, 034, L04 -072) J Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 February 7, 2007 Mr. Corey Green 32401 NE 8 Carnation, WA 98014 RE: Pending Building Permits D07 -027 (Lot 1) D07 -034 (Lot 4) Dear Mr. Green: City of Tukwila lla Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director The Planning Division of the Department of Community Development has reviewed the two building permits listed above. As you are aware, lots one and four of this plat contain a stream. The stream requires a buffer of 35 feet. As a condition of short plat approval, a permanent fence was to be installed along the edge of the stream buffer. A review of the site indicated that the fencing and signage has not been installed. It would seem appropriate to have the fence installed as part of the two pending building permit applications. Additionally, a sensitive area easement needs to be recorded against lots one and four. The City will provide this easement language. No action is currently needed from you with regards to the two items listed above, however, please note that both items will be conditions on the permits listed above and that final building approval of the completed structures will not occur until those conditions are met. If you have any questions, please call (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. ran on J. Miles Assistant Planner cc. Files (D07 -027, 034, L04 -072) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 20010702001739 Return Address: Parties: 0042000095 CITY OF TUKWILA Office of the City Clerk 6200 Southcenter Blvd. Tukwila, WA 98188 (206) 433 -1800 Document Title(s): Easement Agreement City of Tukwila, WA 6200 Southcenter Boulevard Tukwila, WA 98188 Other: Estate of Mary Green 2001070200173 TUCKWILA CITY EAS PAGE 001 OF 005 07/02/2001 5 COUNTY, CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET do Daniel Farr, Attorney for Estate 3255 Griffin Enumclaw WA 98022 Service Location: 4230 S 150 St Tukwila WA 98178 Legal Description: The west half lot 17, Lot 18 and Lot 19 except the west 100 ft thereof, Block 1, Second Addition to Adam's Home Tracts. Assessor's Property Tax Parcel/Account Number(s): R .�C 1. Recitals. Assessor's Tax Parcel No.: 0042000095 4. General Provisions. EASEMENT AGREEMENT This Agreement is entered into as of the 1 day of , 20 O/ by and between the Estate of Mary Green, Daniel Farr, A omev for Estate, 3255 Griffin, Enumclaw, WA 98022 ( "Grantor") and the City of Tukwila ( "Grantee "). a. The Grantor is the owner of that certain real property legally described on Exhibit "A" attached hereto and incorporated herein by this reference (Parcel A). Abbreviated Legal Description: The west half of Lot 17, Lot 18, and Lot 19; EXCEPT the west 100 feet thereof, Block 1, Second Addition to Ad ms' Home Tracts, according to the plat thereof recorded in Volume 12, of Plats, page 90,i i King County, Washington. - b. This Agreement sets forth the terms and conditions under which the Grantor will grant the Grantee an easement. 2. Grant of Easement. For valuable consideration, receipt and sufficiency of which is acknowledged, the Grantor grants and conveys to the Grantee, an easement for storm drainage, over, across and under that portion of Parcel A which is legally described on Exhibit "A" attached hereto and incorporated herein by this reference ( "Easement "). 3. Purpose of Easement. The Grantee shall be entitled to use the Easement for removing, replacing and maintaining a 36 -inch culvert drainage system and appurtenances thereof under and across Parcel A by way of the Easement. a. Binding Effect. This Agreement shall be binding upon and inure to the benefit of the parties and their successors, heirs, assigns, and personal representatives and all persons claiming by, through or under the parties hereto. The Easement created shall be appurtenant, shall touch and concern the real property described herein, and shall run with the land. b. Applicable Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Washington. Jurisdiction over and venue of any suit arising out of or related to this Agreement shall be exclusively in the state and federal courts of King County, Washington. RECEIVED JUN 07 2Uui TUKWILA PUBLIC WORKS c. Attorneys' Fees. In the event that any suit or other proceeding is instituted by either party to this Agreement arising out of or pertaining to this Agreement or the relationship of the parties, including but not limited to the filing of a lawsuit, a request for an arbitration, mediation, or other alternative dispute resolution process (collectively, "Proceedings "), and any appeals and collateral actions relative to such a suit or Proceeding, the substantially prevailing party as determined by the court or as determined in the Proceeding shall be entitled to recover its reasonable attorneys' fees and all costs and expenses incurred relative to such suit or Proceeding from the non - prevailing party, in addition to such other relief as may be awarded. d. Entire Agreement. This Agreement contains the entire agreement between the parties with respect to this matter. It may not be modified except in writing signed by both parties. e. Waiver. The waiver by a party of a breach of any provision of this Agreement by the other party shall not operate or be construed as a waiver of any subsequent breach by that party. No waiver shall be valid unless in writing and signed by the party against whom enforcement of the waiver is sought. f. Severability. If for any reason any portion of this Agreement shall be held to be invalid or unenforceable, the holding of invalidity or unenforceability of that portion shall not affect any other portion of this Agreement and the remaining portions of this Agreement shall remain in full force and effect. g. Notices. Any notice required or desired to be given under this Agreement shall be deemed given if in writing delivered to the party, or sent by certified mail to the address listed below for that party: Grantor: Estate of Mary Green do Daniel Farr, Attorney for Estate 3255 Griffin Enumclaw, WA 98022 Grantee: City of Tukwila Public Works Department 6300 Southcenter Blvd. Tukwila, WA 98188 DATED this .5 7 day of ��� ,20 d/ /;k--' GRANTOR. -- /-e -% • GRANTEE: CJ'" Kev Appr. by City Attorney 1/6/00 (P:wmjeets)98RSO1ZASENIENT Green) STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that /Air7 e& /7,/`i".vc ujt a(5-P"- is the person who appeared before me, and said person acknowledged that signed this instrument and acknowledged it to be a free and voluntary act for the uses and purposes mentioned in the instrument. Given under my hand and official seal this 7 day of 20 d/. 0` G ���l_E AD 4 , . `•' N OTARY PusuO • • o . t 4 O j • w t` AN ., c I adilt‘2) Signature /YI / cNn AD,q,S , Given under my hand and official seal this 1 4- day of l.�.ht� J 20 ©1 . My commission expires t om- G1 Print Name NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT k)/9 My co mission expires //- D y -0 (./ STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that Si M. Mall& is the person who appeared before me, and said person acknowledged that signed this instrument and acknowledged it to be a free and voluntary act for the uses and purposes mentioned in the instrument. Pfolvt,1 1-1 55a s g&nXf - H . &aker Print Name NOTARY PUBLIC IN AND FOR THE STATE OF WA HINGTON, RESIDI G AT S. 152ND ST. 'PARCEL A' LEGAL DESCRIPTION: THE WEST HALF LOT 17, LOT 18 AND LOT 19 EXCEPT THE WEST 100 FEET THEREOF, BLOCK 1, SECOND ADDITION TO ADAM'S HOME TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 90, IN KING COUNTY, WASHINGTON. SURVEY RECORDED UNDER KING COUNTY A.F. # 8809289003, BOOK 62 OF SURVEYS, PAGE 282. EASEMENT LEGAL DESCRIPTION: THE EAST HALF OF THE SOUTH 50 FEET OF LOT 18 OF BLOCK 1, SECOND ADDITION TO ADAM'S HOME TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 90 IN KING COUNTY, WASHINGTON. STORM DRAINAGE EASEMENT DESCRIPTION D O SET LINE STAKE o SET REBAR / ID CAP 19 EXISTING MON I CASE SMALL RR SPIKE - 'PARCEL A' PARCEL NO. 0042000095 100.00 \ 28.65 LOT 19 100 00 b 42.71 2861 S 88' 00• 21 1316.93 • 465 N 88 05 13'E EXHIBIT A S 88 0225 128.65 79.29 LOT 18 b 12861 64.31' 99.67 64.33 6432 8431 64.30 S. 150TH ST. 850.93 S. 144TH ST. - S. 146TH ST. 36' CULVERT b EASEMENT 0 2.19 To: Jim Morrow via Dave McPherson Nick Olivas via Don Tomaso Richard Takechi From: Kathryn Devlin RE: Classic Homes Short Plat Date: December 20, 2006 File: L04 -072 MEMORANDUM The above referenced short plat is ready for final approval. Attached are the documents for recording. Please indicate your approval by putting your initials next to your name below. If you do not approve, indicate any additional requirements below. Approved by Nick Olivas c N b (initials) Approved by Jim Morrow (initials) Approved by Richard Takechi l�"� (initials) vcS6--&- o 0 0 Q: \Short Plats\L04 -072 final approval.doc MEMORANDUM July 7, 2006 TO: Kathryn -, FROM: Sandra C W RE: Short Plat, S. 150 Suggested Plants for Stream Buffer Enhancement and Stormwater Pond Per our discussion with the developer at the site last week, I have prepared a packet of suggested plants for enhancing the buffer along the stream and the stormwater pond. Brief plant descriptions and photos are also provided. All the recommendations are native plants, but he could choose to use non - natives around the stormwater pond. (s) The plan was to leave the packet at the front desk and to contact the developer to let him know that it is ready. Since I don't have his contact information and I will be out of town, I will let you call him and let him know he can pick up the packet. You might let him know that a lot of these plants can be purchased very inexpensively at the King Conservation District fall plant sale. He could call 425- 277 -5581 for more information. Many of them are also available at regular nurseries (probably not the chain hardware stores, however). June 20, 2005 James Jaeger 9419 S. 204 P1 Kent, WA 98031 RE: Classic Homes 4 -Lot Short Plat L04 -072 Dear Mr. Jaeger: The Short Subdivision Committee has completed review of your short plat application (No. L04- 072), and determined that it complies with all applicable City code requirements. This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. There are three basic steps in the short plat approval process: 1. Preliminary Approval PRELIMINARY APPROVAL CONDITIONS Utilities This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. a. Provide a draft copy of Private Ingress/Egress & Utility Easement and Maintenance Agreement. (1) Verify that legal owner(s) name is "Pedersen Classic Homes, Inc., a Washington state corporation. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Ingress/Egress & Utility Easement should include language stating who will maintain the paved area and utilities, and by what portion. b. Provide a draft copy of Private Storm Water Easement and Maintenance Agreement for Drainage Tract `A'. (1) Verify that legal owner(s) name is "Pedersen Classic Homes, Inc., a Washington state corporation. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. Q:\.Short Plats'L04 -072 preliminary approval.doc Access c. The City requests a Dedication of 5' along S. 150 Street, which should be executed at the Owners) earliest convenience, as the City Council must review and accept turnover of right -of -way. Sensitive Areas d. The sensitive area and its buffer must be permanently identified with fencing and a wood or metal sign with treated wood, concrete or metal posts. Wording shall be as follows: "Protection of this natural area is in your care. Alteration or disturbance is prohibited pursuant to TMC Chapter 18.45. Please call the City Of Tukwila for more information." e. A 20 foot wide paved access road with an all weather surface built to Public Works and Fire Department standards must be provided as shown on civil drawings. This road will include a 65' hammerhead turnaround, and should be marked as a "Fire Lane — No Parking." f. The future houses will be required to have interior sprinklers, to be approved by the Fire Department. This requirement must be stated on the face of the recorded plat, on Lot 2, Lot 3 and Lot 4. g. h. Existing house and shed are encroachments to Lot 1 and Lot 4 and must be removed or demolished prior to final approval. i. You will need to obtain all required permits prior to beginning any construction. For water and sewer permits, contact the individual provider District. For City of Tukwila utilities, contact Tukwila Public Works at (206) 433 -0179. J• (2) The Private storm water easement for Drainage Tract `A', should include language stating who will maintain the storm drainage tract area and by what portion. General ftsa i. Fire Protection Provide note on site development plan that - Individual house foundation and drainage system shall meet a specific geotechnical assessment with final design recommendations. k. Provide sections across the proposed private detention/water quality pond. 1. Show and label private Drainage Tract `A', on the development site plan. Q:\Short Plats\L04 -072 preliminary approval.doc APPEALS m. Install all required site improvements, including those proposed in the short plat application and shown on the Schroeter Land Surveying Plans, dated 04/25/2005, and those identified above as conditions of approval. n. Submit a set of recording documents in either legal or record of survey format that meet the King County Recorder's requirements and contain the following items: 1. A survey map as described in the application checklist that is consistent with all of the conditions of approval. The surveyor's original signature must be on the face of the plat. 2. Existing and proposed legal descriptions for all lots. 3. Recording numbers for the access/utility easement and maintenance agreement and storm water easement and maintenance agreement. Miscellaneous Comments 1. All utilities are required to be underground, per City ordinance. 2. The applicant shall apply for Public Works and Building permit approval. 3. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. 4. An infrastructure design and construction standard manual is available at the Public Works Department and on the City Web Site. This short plat approval decision is appealable to the Hearing Examiner. If no valid appeals are filed within the time limit the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision (07/05/2005). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. Q:\Short Plats\L04 -072 preliminary approval.doc 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. Expiration 3. A statement identifying the decision being appealed and the alleged errors in the decision. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed; the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. 2. Final Approval The next step is to install the required site improvements, comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, and other required paper work). You may apply to delay installation of the site improvements up to six months beyond final approval subject to the approval of the Public Works Director. A financial guarantee must be provided to ensure installation. All taxes and fees assessed against the property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting final mylars. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, the Chair of the Short Subdivision Committee signs your short plat which constitutes a grant of fmal approval. The final approved short plat must be filed with the King County Department of Records by June 20, 2006, one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. 3. Recording The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay Q:\Short PlatsE04 -072 preliminary approval.doc Sincerely, the recording fees and submit your approved original short plat to King County, see the Recording Procedures handout. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded original to the City of Tukwila within 4 -6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand - delivering a copy of the recorded short plat to the project planner. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. Steve Lancaster Chair, Short Subdivision Committee Enclosure (site plan) cc: Jim Morrow, Public orks Director (please initial your approval) Nick Olivas, Fire Chief lease initial your approval) Ted Pederson, Owner King County Assessor, Accounting Division Q:\Short Plats\LA4 -072 preliminary approval.doc MEMORANDUM TO: PLANNING DEPT. — Kathryn Devlin, Assistant Planner FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: May 26, 2005 SUBJECT: Classic Homes — 4 Lot Short Plat 4230 South 150 Street Short Plat Comment Short Plat — L04 -072 One change to the memo dated March 11, 2005 (attached), is that Public Works can not require dedication of Public Right -of -Way along South 150 Street. The street has already been recently improved in that area. 1. Dedication of Public Right -of -Way, to be part of a turnover process and on City of Tukwila forms, together with an Excise Tax Affidavit. Public Works will prepare forms, for the Owner(s) signature. The 5' dedication along S. 150 Street, should be executed at the Owner(s) earliest convenience, as the City Council must review and accept turnover of right -of -way. Also, I am not able to approve this Preliminary Short Plat, in Permit Plus. Kathryn Devlin - Re: L04 -088 From: Jill Mosqueda To: Kathryn Devlin Date: 5/2/05 1:47PM Subject: Re: L04 -088 Mr. Lai has an engineer that Ted should be working with. Mr. Lai's engineer and Ted's engineer can work this out. L. Jill Mosqueda P.E. »> Kathryn Devlin 05/02/05 11:56AM »> Hey, regarding Tony Lai's proposed "infiltration trench" and a possible change to an underground pipe via Ted Pederson's property (L04 -072). Ted is asking me what size pipe are you recommending? He is agreeable to allowing Lai easement access for the underground pipe in order to share the cost of punching the street where Ted is going to have to connect to the 12" line, but he wants an actual pipe size for Lai as a condition to his acceptance. Kathryn Devlin Assistant Planner 206 433 -7166 kdevlineci.tukwila.wa.us �V \ Page 1 APR -5 -2005 09:16A FROM: 06213 wo weiI 7n ' ro e" r erg.' t r ¢ Lreer . l 4 721.41 97.00 • / tQ FNLU EDGE • Ix • ♦.,. 7fL 3 'o \ .D s R*OIJ AsPM.LT RUIN ■ l r FLOW UNE t r 40.9' MAO NCGL"L � , C UTnII E•'SEYfII '•. 1 t' ORNN . 5100 �` t 1. 05.r --I 1 T/6 I 1 f .711 I f I C.1ellna I 1 1 Noose RENLIKOI ,.nw LI 3) 3 fl 1 IT -- -(.cis , R i rcR (TO RE �Ie ADARLIOREO) t*• II NvM,wwp 36' ' , 00 : 204 doonnn kIO.6* • (A Z AGE rot Tr I. .s in • 3, c • 2 9 DRAIN STUB \ 2 5 1 \ AMU toff w UNU TO:2064313665 II RAT II � IP% r TO 6" N1411 ROCI ERT ra - •Y COL! In a% - G SI0f s£ mCR Eslel.no slam. 0.306 s I :1^ NCW c9 3 (r: I A ° — mu. 2219 IF: 226. Ol finll j ♦ __ - yfw CO /2 (VIPI. I • 111W • 722.0 IL. 217 9 LI � P:1'1 7 fe pRIvA' DRAINA LEVEL KIND v! .I EVAT TO 1 21' DLSIGH Borrorl vnLumt. voLU WATER VCTPUNr• RIP % t1 Barium VOLUMF VIAUME MEMORANDUM TO: PLANNING DEPT. — Kathryn Devlin, Assistant Planner FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: March 11, 2005 SUBJECT: Classic Homes — 4 Lot Short Plat 4230 South 150 Street Short Plat and Informational Comments Short Plat — L04 -072 Preliminary Short Plat is complete for Public Works. Prior to Final Short Plat, the following comments need to be address for Public Works. 1. Provide a draft copy of Private Ingress/Egress & Utility Easement and Maintenance Agreement. (1) Verify that legal owner(s) name is "Pedersen Classic Homes, Inc., a Washington state corporation. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Ingress/Egress & Utility Easement should include language stating who will maintain the paved area and utilities, and by what portion. 2. Provide a draft copy of Private Storm Water Easement and Maintenance Agreement for Drainage Tract `A'. (1) Verify that legal owner(s) name is "Pedersen Classic Homes, Inc., a Washington state corporation. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private storm water easement for Drainage Tract `A', should include language stating who will maintain the storm drainage tract area and by what portion. 3. Dedication of Public Right -of -Way, to be part of a turnover process and on City of Tukwila forms, together with an Excise Tax Affidavit. Public Works will prepare forms, for the Owner(s) signature. The 5' dedication along S. 150 Street, should be executed at the Owner(s) earliest convenience, as the City Council must review and accept turnover of right -of -way. Revise Site Development Plan as part of the Public Works permit approval. 1. Provide note on short plat map, to comply with Geotechnical report by Bergquist Engineering Services, dated October 25, 2004, and subsequent geotechnical reports. 2. Provide note on site development plan that - Individual house foundation and drainage system, shall meet a specific geotechnical assessment, with final design recommendations. 3. Provide sections across the proposed private detention/water quality pond. 4. Show and label private Drainage Tract `A', on the development site plan. Miscellaneous Comments 1. All utilities are required to be underground, per City ordinance. 2. The applicant shall apply for Public Works and Building permit approval. 3. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. 4. An infrastructure design and construction standard manual, is available at the Public Works Department and on the City Web Site. January 26, 2005 James Jaeger 9419 S. 204 P1 Kent, WA 98031 RE: Classic Homes 4 -Lot Short Plat L04 -072 Dear Mr. Jaeger: The preliminary drainage, road and utility plat submitted with the short plat application shows the detention pond with 2:1 side slopes. The City Of Tukwila Public Works Development Guidelines and Construction Standards require open ponds shall have a maximum side slope of 3H:1 V. This will result in a much larger pond area. Please provide a new plan showing the pond's delineation. This adjustment may have an affect on the proposed new lots. Also, the proposed new outfall requires an HPA from the Department of Fisheries. Have you investigated whether the existing drainage system along S. 150` could be used to avoid a new outfall to the stream? I need this information in order to continue processing this application. I can be reached at 206 433 -7166 or you may call David McPherson, Development Engineer, at 206 431 -2448. Sincerely, c < ` Kathryn Devlin Assistant Planner Guy of Tukwila Department of Community Development Steve Lancaster, Director 01`66,SL sc(,% Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS 5.5 OUTFALLS A. Hydraulics Project Approval A new outfall or a modification to an existing outfall of a designated watercourse may require a Hydraulic Project Approval (HPA) from the Washington Department of Fish and Wildlife (WDFW). When HPA is required, the Applicant must provide proof of HPA to receive a PW permit. B. Maintenance Access The Applicant must construct a maintenance access and provide the City a maintenance easement for all new or modified outfalls that the City will maintain. 5.6 KING COUNTY SURFACE WATER DESIGN MANUAL A. Surface Water design shall meet the most current King County Surface Water Design Manual, with the following exceptions: 1. Downstream analysis shall be performed using sensitive areas, wetlands, critical drainage areas, and problem areas defined by the City. 2. Refer to Figure 1 for areas where infiltration is not allowed. 3. Refer to Figure 2 for areas where Level 2 detention is required. 4. Open pond side slopes shall be 3H:1V or flatter. 5. All vaults shall be underground and covered. The City will not approve uncovered, above - ground retention /detention vaults. 6. All surface water runoff created by a private development shall be accounted for by the private development, including surface water from public facilities constructed as part of the private development. 7. All surface water facilities constructed as part of a private development shall be owned by the private developer. All maintenance responsibilities remain with the private developer. 8. The City will not approve installation of private surface water facilities in public right -of -way. B. When the soils on site meet the feasibility requirements in the King County Surface Water Design Manual, infiltration of roof down spout drains is required. All infiltration design must be accompanied by a feasibility evaluation per the manual. Refer to DS -17 for areas where infiltration is not allowed. C. Storm drainpipe materials for systems shall be reinforced concrete, ADS N -12, Hancor Hi -Q with air testable joints, ductile iron class 50, or HDPE. 43 ecember 28, 2004 James Jaeger 9419 S. 204 PI Kent, WA 98031 RE: Classic Homes 4 -Lot Short Plat L04-072 Dear Mr. Jaeger: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director I wanted to continue our conversation regarding your vested rights for this particular short plat. Your application was deemed complete on November 10, 2004 therefore you have a right .to have your landuse application reviewed under the land use regulations in effect at the time your completed application was filed. Please understand this vesting only applies to the matters that are considered in the short plat application process, not such issues as building code requirements. I am attaching the comments from Public Works regarding your application for the 4 - lot short plat at 4230 South 150` Street. Please address all City comments in your resubmittal. If you have any additional questions or comments, please call me at (206) 433 -7166. Sincerely, Ka i Devlin Assistant Planner CC: David McPherson, Public Works Enclosures 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Short Plat — L04 -072 Swif MEMORANDUM TO: PLANNING DEPT. — Kathryn Devlin, Assistant Planner FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: December 9, 2004 SUBJECT: Classic Homes — 4 Lot Short Plat 4230 South 150 Street Short Plat and Informational Comments Preliminary Short Plat is Denied for Public Works. The following comments need to be addressed, prior to preliminary short plat approval. 1. Address comments by Ryan Larson, P.E, Senior Stormwater Engineer, dated November 23, 2004, regarding storm drainage — see enclosed. 2. Provide a draft copy of Private Ingress/Egress & Utility Easement and Maintenance Agreement. (1) Verify that legal owner(s) name is "Pedersen Classic Homes, Inc., a Washington state corporation. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Ingress/Egress & Utility Easement should include language stating who will maintain the paved area and utilities, and by what portion. 3. Provide a draft copy of Private Storm Water Easement and Maintenance Agreement for Drainage Tract `A'. (1) Verify that legal owner(s) name is "Pedersen Classic Homes, Inc., a Washington state corporation. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private storm water easement for Drainage Tract `A', should include language stating who will maintain the storm drainage tract area and by what portion. 4. Verify, if new Lot 2 is to be sprinkled. Lot 2 appears to be greater than 150' from the nearest fire hydrant. Revise note # 4 on short plat map, if Fire Department requires the new Lot 2, to be sprinkled. 5. Private access road shall be 200 feet or less, from Public right -of -way to the nearest property line of the furthest lot. You show approximately 253', on your short plat map. Revise short plat map to meet City of Tukwila code under 17.20.030.C.5.d. - see enclosed. 6. Revise sheet 1 of 2 of short plat map, per redlined comments — enclosed. (1) Add L04 -072 after file number. (2) Add legal description for Private Drainage Tract `A'. 7. Revise sheet 2 of 2 of short plat map, per redlined comments — enclosed. (1) Add L04 -072 after file number. (2) Revise Drainage Easement to be "Drainage Tract `A'. (3) Show and label existing City of Tukwila Drainage Easement under King County recording no. 20010702001739. Prior to Final Short Plat approval, the following needs to be addressed — 1. Dedication of Public Right -of -Way, to be part of a turnover process and on City of Tukwila forms, together with an Excise Tax Affidavit. Public Works will prepare forms, for the Owner(s) signature. The 5' dedication along S. 150 Street, should be executed at the Owner(s) earliest convenience, as the City Council must review and accept turnover of right -of -way. Short Plat Map 1. Provide note on short plat map, to comply with Geotechnical report by Bergquist Engineering Services, dated October 25, 2004, and subsequent geotechnical reports. 2. Provide note on short plat map that - Individual house foundation and drainage system, shall meet a specific geotechnical assessment, with final design recommendations. 3. Revise proposed legal descriptions to include, (SUBJECT TO (or) TOGETHER WITH AND SUBJECT TO A 20 FOOT EASEMENT FOR INGRESS, EGRESS, AND UTILITIES DESCRIBED HEREIN.), as applicable for each lot. Revise Site Development Plan as part of the Public Works permit approval. 1. Address comments by Ryan Larson, P.E, Senior Stormwater Engineer,.dated November 23, 2004, regarding storm drainage — see enclosed. 2. Show and label on site development plan, City of Tukwila Storm Drainage Easement, recording no. 20010702001739 — enclosed. 3. Provide note on short plat map, to comply with Geotechnical report by Bergquist Engineering Services, dated October 25, 2004, and subsequent geotechnical reports. 4. Provide note on site development plan that - Individual house foundation and drainage system, shall meet a specific geotechnical assessment, with final design recommendations. 5. Private access road shall be 200 feet or less, from Public right -of -way to the nearest property line of the furthest lot. You show approximately 253', on your site development plan. Revise site development plan to meet City of Tukwila code under 17.20.030.C.5.d. - see enclosed. 6. Verify, if new Lot 2 is to be sprinkled. Lot 2 appears to be greater than 150' from the nearest fire hydrant. Revise note # 4 on site development plan, if Fire Department requires the new Lot 2, to be sprinkled. 7. Provide sections across the proposed private pond. 8. Show and label private Drainage Tract `A', on the development site plan. Miscellaneous Comments 1. All utilities are required to be underground, per City ordinance. 2. The applicant shall apply for Public Works and Building permit approval. 3. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. 4. An infrastructure design and construction standard manual, is available at the Public Works Department and on the City Web Site. TO: Dave McPherson FROM: Ryan Larson DATE: November 23, 2004 SUBJECT: Classic Homes MEMORANDUM I have reviewed the Preliminary Drainage Analysis for the subject project and have the following comments: 1. The Level 2 Detention volumes appear to be adequate for the planned development. 2. A new outlet is proposed to the stream running through this development. This new outfall will require an HPA from the Department of Fisheries. The applicant should investigate whether the existing drainage system along S. 150 could be used to avoid a new outfall to the stream. 3. The proposed detention vault has a s ide slope of 2H:1 V. In compliance with the requirements of the 1998 KCSWDM, the applicant is proposing a perimeter fence. Tukwila guidelines require that proposed ponds have a maximum side slope of 3H:1V so that a fence is not required. 4. A maintenance agreement that covers the storm system will need to be developed. Please let me know if you have any questions. To: Jim Morrow via Dave McPherson Nick Olivas via Don Tomaso From: Kathryn Devlin RE: Classic Homes 4 -Lot Short Plat L04 -072 MEMORANDUM The above referenced short plat is ready for Preliminary Approval. Please indicate your approval by putting your initials next to your name below. If you do not approve indicate any additional conditions that must be met below. Approved by Jim Morrow (initials) Approved by Nick Olivas (initials) November 10, 2004 James Jaeger 9419 S. 204 P1 Kent, WA 98031 RE: Classic Homes 4 -Lot Short Plat L04 -072 Dear Mr. Jaeger: Sincerely, Kathryn Devlin Assistant Planner NOTICE OF COMPLETE APPLICATION Your application for Classic Homes 4 -Lot Short Plat located at 4230 S. 150 Street has been found to be complete on November 10, 2004 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. There may be permits from other agencies required which we have not identified. I will be contacting you soon to discuss this project. If you wish to speak to me sooner, feel free to call me at (206) 433 -7166 or by email: kdevlin @ci.tukwila.wa.us. FOR STAFF USE ONLY Sierra Type: P-SS Planner: File Number: . Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: SH ORT PLPcT Signature: G UPPHAMLANDUSE APPISHTPLTPT doc, 09 /11/03 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplanaci.tukwila.wa.us APPLICATION NAME OF PROJECT/DEVELOPMENT: Cl._ASS►G NOME LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMBERS. 423o S . LSD sT. PP CF.c.... ■ 0042co - 009s Quarter: NE- Section: ZZ Township: 2-3 Range: 04 (This information may be found on your tax statement.) 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: J AInEs 3 , PrE GE-R E-NG Its EER.1NG Address: 94-19 S . 2-494- PL . J -E,P -iY f . '14303 ( Phone: 253) eS0 — 0q 3 c}- FAX: � /aSo - Ol ss E -mail: ... oh s s 0.o(. COm rcV Qlt IRA 7 Date: 11/1/04 SHORT PLA'CEIvED (P -S9v 012004 DMZ" 4 Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Ws an d Planning 1 141UUV 0 I Coiy 13 Ev et q1p APPLICATION MATERIALS: V N L 1. Application Checklist (1 copy) indicating items submitted with application. ✓� ,c. 2. Completed Application Form and drawings (4 copies). V 3. One set of all plans reduced to 8 1/2" by i. 4. Application Fee — up to 41ots in (DR $500)other zones $1,000 - 5 to 91ots in all zones $1,000 WI 5. SEPA Environmental Checklist for 5 -9 lots, cut/fill over 500 cubic yards see SEPA Application Packet) PUBLIC NOTICE MATERIALS: N1\ 6. If the project requires SEPA review or involves a short plat of 5 — lots: a 4' x 4' public notice board will be required on site within 14 days of the Department determining that a complete application has been received (see SEPA Application). \-* 7. If the project involves a short plat of 5 — 9 lots: One (1) set of mailing labels for all property unit and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple - family buildings — e.g. apartments, condos, trailer parks — must be included (see SEPA Application) N , t 8. If the project involves a short plat of 5 —9 lots: King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot PROJECT DESCRIPTION AND ANALYSIS: ' i \4,5 7 10. Vicinity Map with site location. 1 11. Title Report: Clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, must be dated within 45 days of application filing. / ✓ %k 12. Document sewer and water availability if provided by other than the City of Tukwila. t7 Nis. 13. A written discussion of project consistency with decision criteria (see Application). 14. Any required maintenance agreements, easements or other documents ready for recording. 4--.. Water Design Manual (KCSWDM). For additional guidance contact Public Works. 15. Technical Information Report (TIR) including feasibility analysis per King County Surface ' 16. Provide sensitive area studies as needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45) for example wetland or geotechnical reports. )1 7. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet. 1 COMPL E APPLICATION ECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items not applicable to your project and should be waived, or should be submitted at a later date for use at the public hearing (e.g. colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way limit the City's ability to require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206 - 431 - 3670 (Department of Community Development) and 206 -433 -0179 (Department of Public Works). C:1Non's Files\Red Book1SHTPLTAPP.doe.01 /10 /03 l beck items submitted with application Information Rec. 'red. May be waived in unusual cases, upo• -nproval of both Public Works and Planning ►..> ...., PLAT SURVEY: a template is available from the City in AutoCAD format 18 (a) The plat survey must include the name of the plat, graphic scale, space for the City of Tukwila file number and north arrow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.060 A. This shall be stamped by the surveyor. (b) Legal descriptions of the existing and proposed lots. J (c) The final plat documents must include all applicable certificates and approvals listed in t he "Certificates and Approvals" section of this application (TMC 17.04.060). Sections for the surveyor and owner(s) must be signed prior to submittal. i (d) Existing and proposed lot lines shall be shown solid with new lines called out and lot lines to be removed shall be shown dashed. I (e) Lot and block numbers shall begin with the number one (1) and be numbered consecutively without omission or duplication. (f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for residential). Dash in required setback distances from all parcel lot lines. I (g) (h) Fire access lanes and turn - arounds per Fire Department standards. / (i) Location of all tracts to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. / ✓ - (j) Locations of existing and proposed public street rights -of -way and private access easements. . (k) Location, dimension and purpose of existing and proposed easements. Provide recorded documents which identify the nature and extent of existing easements. LANDSCAPE PLAN: for 5 -9 lot short plats 19 (a) Landscape planting plan stamped and signed by a Washington State licensed landscape architect. Plan must include at least one tree in the front yard of each lot and meet Public Works standards (TMC 17.20.030 G). Plans must include the type, quantity, spacing and location of all plantings. Maximum sheet size 24" x 36 ". (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN: J 20 (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20 %, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (Le., 100 yr. flood). Maximum sheet size 24" x 36 ". J (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. (c) Show all trees over 4" caliper, indicating those to be retained. J (d) Show proposed lot and tract lines. CIVIL PLANS: 7 21. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36 ". (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. / (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft. beyond the property line). CY:ora's Fies\Red BookISHTPLTAPP.doe.01 /10/03 , C -Ipick items submitted with application Information Reqr'-ed. May be waived in unusual cases, upon ^nproval of both Public Works and Planning .a.' c - • Total existing Tots prior to Short Plat. (d) Total expected cut and fill for plat buildout. (e) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity cafes, invert depth, valve locations or the like are needed. 4. (f) Storm drainage design at least 90% complete, which meets the KCSWDM. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. J (g) Locate the nearest existing hydrant and all proposed hydrants. J / (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. / (i) Plan, profile and cross - section for any right -of -way improvements. I (j) Show planned access to lots, driveways, fire access lanes and turn- arounds. ✓ (k) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. Show the expected location of all new buildings. m ` 4 t (1) Show proposed lot and tract lines. Information Required. Response Total existing Tots prior to Short Plat. Total lots in this Short Plat. 4. Total acres involved in the Short Plat. 1. g.P Constraints (sensitive area, right of way, retention/detention areas) in acres or sf. D .Stp jcRE. O. 10 kegs_ - 1 - rec.AtA L) i k t I PRfir INS paC RC-11— al Any preexisting uses? 5w m ` 4 t Overall density (lots /acre). Z . 57.9 lots 0.Gr'e- GROWTH MANAGEMENT ACT REQUIRED INFORMATION C'\ Nor,, Fil&B.cd Book\SHTPLTAPP.doc.01 /10/03 AKA RI SENSATE ARIA EASEMENT: 24.202 Si 1 4RYD➢0 00AIa I So•44 PRIVATE ACCESS ROAD .rwT ORALS *1.5. sramarS 20• ACCESS (OARAOC) 70 SS (MOUSE) mow imom 33 CASE MENT tMV[) W AEM s• sot IlszsiekiTniziammT 404164• Wool par Sow W. 020-1 3.4•1111111• 95. - ,I0 •11.OIIOn • 277.7 NORM r maw orrrr No M0 wrest MAO 41•••••1 SITE DATA .21112021[214441=1.7.110,11, .INA: Lit AIMS - 47.790 Sir PROPOSED N5. LOTS 4 ZONPROMO Tq IE Z52 WITS/AC ING: LEN MIOPOUD USD swats Ama7. DETACHED M.t LOT L2L Sr ASE. for 925.• S! ASSESSOR'S NOS.: 004200-009S 1.110/1110104. 7lK.tIO S oofil Adorr • WA SW I1M LM/tl1. 01P•MR 144•4147 AORM 004•/17 1MR 1. 441r R R LAS PL ! S • 4 111M& NMI SCOW TROY M Man IMP RO,• 1 • 10/S 114 MO NOM COWL IM011011441 Mf0100IR/ 401 110 ROM a 1.•1111 11•• SUN 11I1111411MNr 01111 01AOOSUIT q M 44*81 MAWR AA•L 4 L010 01 0wLL K TAIMUI 0111 A N11 •0•••0.01 N•A 1MO& Al • Alt TOMS OVA NM0 4021/10,70 MOM 1M1 MU PPM MOO 1110 14 P•M; AMMO A11M PAW ammo" 4.11 M 441 OVA 1101 * 11 0•01 KK CONIC100 POI 14 •41 A Portion of the Northeast Quarter, Section 22, Township 23 North, Range 4 East 4 0 - Ow4• • 1004 tlrr • •0N poi MeV re !9 It wa r •N0 24 *11* " �0•� • M 017 .0 IMAM UM 5.r (I." RI• 4 1P M 0111[7 NO 4 115.0 M ICA l4* w 101 41. 101 y MO 4.04 I• MUM M WIT M1 7011 UMW ROCK 4. 010010 M01SM 10 ACAS SOK *4017. AC0004I0 10 IS PLO 11141131 KM10t0 K %p441 I4 P P401 IAN K M P40 COAT. I•M0101 14.1011 DAM KR 1811 Y• 444.0 ON 11011114 442M 10415. O04* • 571.7 4011 _ 240 ON LEGAL DESCRIPTION CM Oa 010 MIDI KIWI 40R 4.015 470 • 1110101 W 725.01 0111 4 777.0 IMANAGC ECTCE6r01 LEVEL t K7(TIO4 STMMDNIO rCNCCO POND V1TO 24 SIDE SLOPES ELEVATIONS. TON* 111.0 DESIGN VOTER LEVEL* 210.0. MCA. 2400 Sr LOTTO* 214.0 AREA* 1013 ST VOLUNC PROVOKE' 7111 C7 VOLUME 0(012004 •00I Cr WA= ONALIrr4 V(TPOO KLOV KTORIO/ STORAGE TO• VCIPOO (UV. 0141. WA- IKT K 4OI101 VC1P0141 MCV. MA. AREA. 01 If Valise P00VIKD 5960 Cf VDWC K0UMC0 5106 Cr 1104 mot 100 r•— If WI MOM CUM 0,1 t 24 3*4 4) Orr YAP RECEIVED NOV 01 2004 COMMUNITY DEVELOPMENT a k- 01. ligw 1 A agzq Mr _ 10 1 011 w ... was 111 w U011 -L-- w CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. So. 146th Street Found brass pin In concrete on ease - 2/19/04 N 0196'06' E Bosh of Bearing 663.99' meas. 66169' Plat 66172' KCAS r8 So.148th Street Found brow pin In ce*c • an case - 220.52' cue. 1 CaksdOt.d btenselbb b/Tmw}eUrq•N+s — — southerly from S. 146th street • 1/2 M. 4t.nos mewed to the North 1/4 coma. RECORDER'S CERTIFICATE flied for record UIM..........dey in boak..........oN........•t pogo....—.at Use request of 140r. SuoC .9 Nsc ear ..... LOT AREAS LOT 1 . 25.427 soft. (excluding easement) LOT 1 . 27.953 soft. (including .o..m.nt) LOT 2 s 11,296 soft. (excluding easement) LOT 2 s 13.261 soft. (including w..ment) LOT 3 • 11.269 son. (*.eluding easement) LOT 3 - 13.262 soft (Including easement) LOT 4 s 13,207 soft (excluding easement) LOT 4 s 13.307 soft (Including easement) EASEMENT - 6,605 .o.ft ts cued mbar . /cop /16213 0.27' south It 0.02' west of cola position. .cwt and 5' 0. fence Is 0.1 south 9 ass west S J� Easement • Buffer Line / \ (35' stream, 25' *.l SURVEYED EDGE \ t 4 OF YIEILAND )� - Found 3/4' pb.. 041' rest of Wu Line of Ordinary Strewn Nigh Water es mated by Jelin Ntman Ecologist 19 sin RR apse W asphalt t LAND SURVEYOR'S CERTIFICATE L . nsytered ss e land surveyor by Ye Stole of Washinatao, artily 1891 MM plot I. band man aloud savoy of the Ind described Welk *enacted by me • under my warwbm Met M stance% murses and angles we Moss Noreen erleeV$yc end Not marnmnt. over Man Ma.. mesmm.nlo •Plr•eed for setting et • Mtn dala hoe. been M and M censers cawed m We grand es depicted m Mw not LEGEND ® Concrete Monument In Case Monument 6) Bronx. plug X Tack In Lead cr Nail ! Disk O Sid Tabor w /cap /23604 • Found pipe or rebor VP"'" l�0 xiMing Ta a r.mov.d 43;-t- Te N 88' 0902 9 N6699'02�Ir 4a 6 221.36' PIh �. N LR� P. LOT2 Lasting Noun #4230 To be Li n Un. of (bribery �., \♦ r. Strewn MO Water \ N Ec*Otkt tlrlarnn 5' 40 b. d.dlcated \ \ to IM qty of TWrid.. \ \\ 146899'02111 LOT 4 1466'09'02'w 221.39' LOT 3 x LOT 1 / So. 150th Street SURVSY FOR: Pedrsa9 Cossk Nom.. 2623 Sa 144th Street SeeTee, WA 23' RECORDING N0. SCALE: t W. 30' R 11.." 1 A I 0 30 60 PoRTICN or _1/4 of NE i/4 S 22 T. 23 _N.. R. _4 E., W.M. N6699'03 17 • • a s:a s NOTES 049. OT LAW VOL/PAGE 1. THERE Shall BE NO LOTS WTTH A SEPARATE DRIVEWAY ACCESS DIRECTLY IRON S 95011 ST. 2. LOTS /f. 2. 3 ! 4 SHALL HOE ACCESS FRO/ THE PRNAIE ACCESS 41010. THESE 4 LOTS MU ALSO FMK EQUAL 1MWI6WNCE RESPONSIBILITY FOR THE ROW. 3. LOTS /9. 2. 3. • 4 STALL NAk4 E0114I. AND JOTNT RESPON619NM FOR THE PRIVATE DRAINAGE' 5157011. 4. LOTS /3 It N SHALL BE EQUIPPED WM A FIE SUPPRESS/ON SPRY•0LER SYSTEM. 5. ALL Nt1 MOUSES Stall TAW ROOF/URER DRAMS TH47 ARE PIPED DIRECTLY MTO THE PRNTE DRAINAGE SYSTEM. PIPING CONNECTION IRON TIE HOUSE SHALL BE A PERFORATED PIPE COft4ECRON PER THE CRY STANDARD DETAIL. 0. FBAS date Tar this surrey .ow ebteksed by erect Odd m0osuvnarta Angular and !leer reiallonsMps w ere measured sM • see second Bwod091 and .Norma measrInq dads* supplemented by a r../ tapm this survey meets or exceeds Ire standard contained ei 19447 312-930-C90. 7. City of Urea. Slam Drainage, Common. Ree. 120010702001739. Description on document 11 Insufficient fer beating easement RECEIVED r Nause 1 _ `S06 NOV 01 2004' COMMUNITY DEVELOPMENT wood fence Is 0.6' east O9e0. •T SE7BAOTS 20' FRONT (WAGE) 10' 914047 (NOVY) (BOTH FRGW AL1r15S EASEMENT L.E) 90' REAR 5' SIDE -s—Nw Prkot. 20' E.......t Nor ingress. gees and unities Subject to Drainage end Private Road MO9lenaue0 Covenant Rea. / SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS N9. s.. S6 1..ker... 1A enseei , 1181 •sev 11140449 FNt 416E1H }997! DATE 10/26/04 oar FELD 6/1/04 SCAM r . 3a' .TOY NO. 463/7 PROUECT N0. 040444. L[ET 2 Oy 2 CITY OF TUKWILA KING COUNTY, WASHIN GTON • SHORT PLAT DEPARTMENT OF ASSESSMENTS APPROVALS: R..M w Wart k8 44. Can.NN Eeeee./ GM eMene ... m 74--. RECORDING NO. VOL/PAGE sd and sperm/ by l oe -Ow and hereby certified roe Ring the _doy W - SCALE: 2 tar . IL -1 Arr.. 4 , 1 1 t 0 Car..e, Wert tunwn aa.eTlew R e m y Amer Amore Nr,.s 004100 -ODDS PORTON OF SW 1/4 of N E 1 /4 S._ T23 _N , R._ _E., W.M. EXISTING LEGAL DESCRIPTION THE WEST HALF OF 'TRACT 17. TRACT 19. AND TRACT 19. %EST 100 FEET 1EREOF, BLOCK 1. SECCHD ADDITION TO TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED PLATS. PAGE 80, N KING COUNTY. WASIBNGTON. NEW LEGAL DESCRIPTIONS LOT 1 ME SOUTH 131.30 FEET Of 1E FOLLOWING DESOROED THE MDT HALF OF TRACT 17. TRACT 18. AND TRACT to 11C TELLOM40 EXCEPT THE ADAMS HOME N VOLWIE 12 OF TIC FOLLOWNG EXCEPT THE ADAMS MOTE VOLUME 12 OF EXCEPT ME ADAMS HOME VOLUME 12 OF 19. BLOAT 70 TIC PUT N KING COUNTY. HALF OF TRACT NORTH MARI N EAST. THENCE SOUTH THENCE ON A SOUTH /j'�� ARC 11) 38.44 RECEIVED 40.81 FUT RIGHT NTH A SOUTH 20.00 FEET NOV 0 1 2004 CO MMUNI DEVELOA N 1 0 THEREOF RECORDED N VOLUME 12 OF PLATS PAGE 90, %ABI NGTON DESCRIBED AS FOLLOWS: BEONNNG AT A PONT ON THE EAST 11NE OF THE WEST 17, NORTH 01126'03 EAST 9.00 FEET FROM TIE CRO NAL OF SOUTH 1507)1 STREET. HENCE CONINUNC NORTH 01718'03 251.34 FEET: THENCE NORTH 8890 WEST 20.00 FEET: 0196'03' WEST 29.87 FEET 70 A POINT OF CURVATURE: CURIE TO 91 17 910 ' RADIUS OF 25.00 FEET. AN FEET: UHEIICE NORM 8899'02 WEST 40.1. FEET: TENCF MEOW WEST 2000 FEET: THENCE SOUTH 8699'02' EAST TO A PONT OF CURVATURE: Troia ON A WRVS TO THE RADIUS OF 25.00 FEET. AN ARC OF 38.92 FEET; 71E74CE 0199'03' WEST 151.68 FEET: THENCE SOUTH 1181X702" EAST TO THE PONT OF BEGINNING. 3OYd RECORDER'S CERTIFICATE fled for record NM. doy ef.._......20 oL_...M In bock..._ of....--at pop. at th. request of Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE 1. . registered as a lend surveyor by the State of WcehNplmt. cedar that UM Pot le hosed on an actual Tway of the lend ds.e19d herein. t distances. u or under my s ere sMerc that the mictlx d then end angles t a r th al an thereon earreC11y1 and thot monuments other th *80.. monuments apprm+d for setting 01 a IOW dote. have Hen Mt and Tot Cams stoked ah the ground a depicted on the peal SURVZY FOR: Pedereons Chisels Homes 2623 1 Street SCHROETER ®LAND SURVEYING PROFESSIONAL LAND SURVEYORS Ms M. se.nrs . Ne1.�ston MOW MOO VW 091 010,43 VOL B7 LAW 10/26/04 ONTE raw 8/t/04 .108 N4 483/7 PROJECT N0. 04066ep 000. BY SCALE SHEET 1 of 2 GEOTECHNICAL EXPLORATION AND ENGINEERING ANALYSIS FOUR LOT SHORT PLAT 4230 S 150Th STREET TUKWILA, WASHINGTON PREPARED FOR: CLASSIC HOMES MR. TED PEDERSON BY: Bergquist Engineering Services BES Project Number: 200421 Report Number: 1 October 25, 2004 Bergqis? Eng s ervices RECEIVED NOV 01 2004 COmMUNITY DEVELOPMENT Dear Mr. Pederson: Be�gq�a�� En�gn�ee�in�g �e� vites 27207 8th Avenue S P.O. Box 13309 Des Moines, Washington 98198 Des Moines, Washington 98198 Phone: 253.941.9399, Fax: 253.941.9499, e-mail: RBergqu510 @aol.com Mr. Theodore Pederson Classic Homes 2623 S 144 Street SeaTac, Washington 98168 October 25, 2004 Re: Report of Geotechnical Exploration and Engineering Analysis Four Lot Short Plat 4230 S. 150 Street Tukwila, Washington BES Project Number: 200421, Report 1 Bergquist Engineering Services is pleased to provide this report of the geotechnical exploration and engineering analysis for the referenced project. The attached report summarizes project and site data, describes the services we performed, and presents our recommendations regarding foundations, lateral earth pressures, and earthwork. The appendix of the report presents site maps, test -pit logs, and explanatory aids Based on our exploration and engineering analysis, the proposed buildings may be supported on conventional spread- footings using a net allowable bearing capacity of up to 2,000 psf if the footings are founded on native, undisturbed soil at a depth of about 18 to 24 inches below existing grade. All exterior footings shall be at least 18 inches below finished grade for frost protection. The subsurface conditions and recommendations presented should be verified during construction. GEOTECHNICAL ENGINEERING AND CONSTRUCTION INSPECTION Classic Homes SeaTac, Washington We appreciate the opportunity to be of service to you. If you have any questions concerning this report, or if we may be of additional service, please contact us. I EXPIRES l0 6 1 Copies to: Addressee (5) ii October 25, 2004 BES Project Number 200421 -Report 1 Sincerely, Bergquist Engineering Services Q,e Richard A. Bergq f, 7 1--€-‘443' Principal TABLE OF CONTENTS 1. INTRODUCTION 1 2. PROJECT DESCRIPTION 2 3. SCOPE OF SERVICES 2 4. SITE CHARACTERIZATION 3 4.1 Surface 3 4.2 Subsurface Soil and Groundwater 3 5. DISCUSSION 4 6. RECOMMENDATIONS 5 6.1 Seismic Considerations 5 6.2 Foundations 5 6.3 Slabs -on -Grade 6 6.4 Earthwork 7 6.4.1 Site Clearing 7 6.4.2 Excavation 7 6.4.3 Foundation Preparation 7 6.4.4 Slab -on -Grade Preparation 7 6.4.5 Materials 8 6.4.6 Placement and Compaction 9 6.5 Drainage 9 6.6 Groundwater 10 6.7 Construction Observation and Testing 10 7. REPORT LIMITATIONS 10 APPENDIX Vicinity Map Al Site Plan A2 Test Pit Logs A3 Test Pit Log Notes A5 Unified Soil Classification System A7 Schematic of Footing Drain A8 Notes A9 Proposed Four Lot Short Plat October 25, 2004 Tukwila, Washington BES Project Number 200421 -Report 1 2. PROJECT DESCRIPTION The project involves design and construction of four, one to two -story, single - family, residential buildings. Access to the residences will be provided along the east side of the property. The wood - framed buildings will not have basements and it is anticipated that they will be founded on conventional, cast -in -place concrete foundations. Actual foundation loads were not provided at the time this report was prepared; therefore, we have assumed that individual column loads will not exceed 75 kips and continuous wall loads will not exceed 3 kips per lineal foot. If the actual foundation loads are greater than those stated herein, the geotechnical engineer must be notified to determine whether the recommendations presented herein require revision. 3. SCOPE OF SERVICES The scope of services included a reconnaissance of the site by the geotechnical engineer, a review of geologic literature, logging and sampling four test pits, engineering analysis, and preparation of this report. Soil samples were taken at the intervals noted on the individual test pit logs, which are presented in the Appendix on pages A3 and A4 of this report. Except for Test Pits 1 and 2, all test pits were immediately backfilled with the excavated site -soils upon completion. Test Pits 1 and 2 were left open for an hour or longer to determine whether groundwater was present. The approximate ground surface elevations presented on the test pit logs were interpolated from a topographic drawing provided by Jaeger Engineering. The soil samples were returned to our laboratory for analysis, which included visual classification and determination of the natural moisture content of select samples. The field and laboratory data were then evaluated by the geotechnical engineer relative to the proposed construction. The engineering recommendations and advice presented in this report have been made in accordance with generally accepted geotechnical- engineering practices in the area. Bergquist Engineering Services Page 2 of 11 BES personnel gathered the information presented in this section for geotechnical engineering purposes only. This site characterization was not intended to address the presence or likelihood of contamination on or around the site. Specialized methods and procedures, which were not a part of this scope of services, are required for an adequate environmental site assessment. 4.1 Surface 4. SITE CHARACTERIZATION A one -story, wood - framed residential building and shed exists near the center of the site. These buildings will be removed during development of the site. The surface of the site generally slopes down from a high elevation of about 238 feet in the northeast corner of the property to a low of about 210 feet in the center of the south side of the property. This low point on the site is at the bottom of a creek that traverses the site in a south - southeast direction. Most of the surface of the site not covered with weeds and grasses. A few fruit trees were scattered over the flat portions of the site; however, the creek was lined with numerous alder, cedar, locust, and spruce trees. 4.2 Subsurface Soil and Groundwater The subsurface soil and groundwater conditions at this site are described in the following paragraphs and are presented graphically on the test pit Togs in the Appendix of this report. The stratification lines, indicated on the test pit logs, represent the approximate boundaries between soil types. Actual boundaries may be gradual and the transitions may not be easily discernible during site excavation. In general, most of the site is covered with a roughly 18 -inch to 24 -inch thick layer of brown, loose, Silty SAND (SM) with gravel with roots (topsoil). The topsoil at Test Pit 3, near the center of the site, is buried beneath about two feet of fill consisting of brown, GRAVEL -SAND- SILT with steel fence posts, tarpaulins, and plywood. Underlying the topsoil in the northeastern portion of the site is underlain by gray, dense GRAVEL- SAND -SILT (GM) occasional cobbles with a natural moisture content of 12.5 percent. In the north- central portion of the site, as represented by TP2, the topsoil is underlain by about two feet of gray, mottled brown, stiff Clayey SILT (ML) with a natural moisture content of 28.5 percent. Bergquist Engineering Services Page 3 of 11 Proposed Four Lot Short Plat October 25, 2004 Tukwila, Washington RES Project Number 200421 -Report 1 5. DISCUSSION The recommendations presented in this report are based on our understanding of the project as presented in the Project Description Section and on the assumption that the subsurface conditions encountered in the test pits adequately represent conditions near and between the exploratory test pits. Because project conditions regarding type and location of structures and foundation loads can change and because subsurface conditions are not always similar to those encountered in the test pits, the geotechnical engineer must be contacted for review and possible revision of the recommendations if discrepancies are noticed. Bergquist Engineering Services Page 4 of 11 6. RECOMMENDATIONS The following sections present recommendations regarding seismic considerations, foundations, lateral earth pressures, and for earthwork, excavations, drainage, and groundwater. 6.1 Seismic Considerations According to Figure No. 16 -2 of the 1997 Uniform Building Code' (UBC), the project site is in Seismic Zone 3. According to Table 16 -J of the UBC, the soil profile at this site is best represented by a "Soil Profile Type S (Stiff Soil). The site soils are not susceptible to liquefaction and therefore exhibit minimum seismic risk. 6.2 Foundations Conventional spread footing foundations may be used to support the proposed structures. Spread footing (continuous wall and individual column) foundations may be dimensioned using a net allowable bearing capacity of up to 2,000 psf if they are placed in the organic - free, undisturbed, dense GRAVEL- SAND -SILT (GM) encountered at a depth of one and one - half (11/2) feet below the ground surface at TP1; or in the gray, mottled brown, stiff Clayey SILT (ML) encountered at a depth of one and one -half (11/2) feet in TP2; or in the gray, stiff to very stiff Clayey SILT (ML) encountered at a depth of three (3) feet in TP3; or in the brown to light brown, dense SILT (ML) encountered at a depth of two (2) feet in TP4. Alternatively, the footings may be founded in properly placed and compacted structural fill. Where any soft, compressible soils or fill are encountered, it shall be removed and replaced with structural backfill, or the foundation should be extended to rest on suitable, undisturbed soils. The recommended minimum dimension for continuous wall footings is 18 inches and for individual column footings, the recommended minimum dimension is 24 inches. All `•• Proposed Four Lot Short Plat October 25, 2004 Tukwila, Washington BES Project Number 200421 -Report 1 Lateral earth pressures for design of foundations or short retaining walls with level backfill and without hydrostatic pressures or surcharge loads, may be calculated using the equivalent fluid pressures presented below: Passive: Continuous footings 250 psf /ft. Column footings 300 psf /ft. Active: Undisturbed subsoils 40 psf /ft. Compacted granular soils 35 psf /ft. A coefficient of friction between footings and bearing soils of 0.35 may be used to resist lateral foundation Toads. If passive earth pressures are used in conjunction with base friction to resist lateral loads, reduce the ultimate coefficient of friction to 0.30. Footings, stem walls, and retaining walls should be reinforced to reduce the potential for distress caused by differential foundation movements. A qualified engineer should determine the size, quantity, and location of reinforcement. All footing excavations at this site should be inspected by the geotechnical engineer prior to placement of construction forms and reinforcement steel. 6.3 Slabs -on -Grade Slabs - on - grade should be supported on a minimum four - inch thick, free - draining sand or •• gravel base that follows gradation and compaction recommendations provided in Table 6.1 of this report. All concrete, especially slabs - on - grade, should be placed at minimum water- ,`,,,, cement ratios on moistened surfaces and properly cured to minimize shrinkage, cracking, warping, and curling. Concrete slabs should be allowed to cure adequately before subjecting them to full design loads. Any concrete that will be exposed to the elements should be entrained with four to six percent air to minimize damage from freeze -thaw cycles Polyethylene sheeting shall be placed on the granular base to act as a vapor barrier. A two - to four -inch thick layer of sand maybe placed over the vapor barrier to improve concrete •� curing. If provided, floor coverings should not be placed until the concrete floor has cured sufficiently. Bergquist Engineering Services Page 6 of 11 Proposed Four Lot Short Plat October 25, 2004 Tukwila, Washington BES Project Number 200421 -Report 1 . 6.4 Earthwork The recommendations presented in this report are predicated on fulfillment of the following earthwork recommendations. 6.4.1 Site Clearing: Strip and remove any tree stumps, roots larger than three - eighths- (3/8) inch in diameter, weeds, forest duff, and any other deleterious materials and fill from the project area prior to construction. Based on the test pit information, an estimated an average thickness of topsoil is about 18 inches, however, there are areas where dense root matter extends to a depth of two feet. After site clearing, the exposed surface should be graded relatively flat to allow for proper subgrade preparation but sloped slightly to allow good surface drainage during construction. 6.4.2 Excavation: Conventional- excavating equipment should be suitable for the proposed shallow foundation excavations. Deeper excavations may require a more powerful, trackhoe- type excavator for improved production. Use excavating buckets without teeth to excavate all foundations so as not to disturb the bearing surfaces. If the surfaces are disturbed, the loose soils should be carefully removed to expose the underlying, undisturbed soils. According to Chapter 296 -155, Part N of the Safety Standards for Construction Work in the State of Washington, most of the site soils classify as Type C. Therefore, side slopes of excavations deeper than four (4) feet should be no steeper than one and one -half (1.5) horizontal to one (1) vertical (1.5H:1 V). If the dimensions of the site prevent the use of maximum slopes of 1.5H:1 V, the slopes must be stabilized or shored to facilitate safe excavations. The geotechnical engineer should be contacted for additional recommendations if such techniques are going to be employed. 6.4.3 Foundation Preparation: Specialized treatment of the foundation soils is not anticipated at this site. The excavations, however, should be made carefully using a backhoe bucket without teeth so as not to disturb the bearing soils. If loose, soft, or organic -rich soils or if fill is encountered at the footing elevation, it shall be removed and replaced with properly compacted backfill using material and procedures described in Sections 6.4.5 and 6.4.6 of this report. 6.4.4 Slab - on - Grade Preparation: If the earthwork recommendations provided in this report are followed, specialized treatment of the soil beneath slabs -on -grade at this site is not Bergquist Engineering Services Page 7 of 11 /% p�p ta ndard Sieve 'r }{�/ y�y� { }jam/ y r,.Percent f ass 3 -inch 100 3/4 -inch 50 -100 No. 4 25 -65 No. 10 10 -50 No. 40 0 -20 No. 200 0 -5* .• Proposed Four Lot Short Plat October 25, 2004 Tukwila, Washington BES Project Number 200421- Report 1 expected to be necessary. However, if loose, soft, or organic -rich soils are encountered or if fill is encountered at the floor subgrade elevation it shall should be removed and replaced Gravel base and select materials for pavement subgrade should conform to local governmental standards, such as City of Tukwila, King County, or other suitable specifications approved by the geotechnical engineer. TABLE 6.1 GRADATION REQUIREMENTS FOR STRUCTURAL FILL *Note: The percent passing the No. 200 sieve is based on the weight of the material passing the 3/4 -inch sieve. If construction is performed during the wet season, a granular base or work blanket may be required. Granular materials used as a work blanket should conform to the gradation presented in Table 6.2, and be approved by the geotechnical engineer prior to use. Bergquist Engineering Services Page 8 of 11 Proposed Four Lot Short Plat Tukwila, Washington TABLE 6.2 GRADATION REQUIREMENTS FOR WORK BLANKET October 25, 2004 BES Project Number 200421 -Report 1 nda 4 -inch #10 No. 200 100 20 5 maximum* *Note: The percent passing the No. 200 sieve is based on the weight of the material passing the 3/4 -inch sieve. 6.4.6 Placement and Compaction: Structural fill and structural backfill should be placed in relatively horizontal loose lifts not exceeding ten (10) inches in thickness and compacted to at least 95 percent of the modified Proctor (ASTM 1557) maximum density at moisture contents within two (2) percent of optimum. Structural fill /backfill should be placed under the full -time observation of a representative of the geotechnical engineer, and the specified compacted density and moisture content of each lift should be verified by test, prior to placement of subsequent lifts. Placement on frozen ground should not be attempted. 6.5 Drainage Good drainage is considered critical to the performance of earth- supported structures such as foundations and retaining walls. Therefore, construction grades and final site grades should be designed to prevent water from ponding in areas on or adjacent to foundations, slabs -on- grade, and pavements. Infiltration of water into foundation and utility excavations should be prevented during construction and throughout the life of the project. A perimeter footing drain - system consisting of a perforated pipe surrounded by at least six inches of three- quarter -( inch, washed gravel is recommended. The gravel shall be separated from the surrounding soil by MIRAFI 140N filter fabric. The collected water should be tight -lined away from the building to a suitable discharge system but not discharged onto the top of the adjacent slope on the west side of the property. Roof and surface drains should be provided but they not should be connected to the footing -drain system. A schematic of a footing -drain system is presented in the Appendix of this report. Bergquist Engineering Services Page 9 of 1 1 .• Bergquist Engineering Services Page 10 of 11 Proposed Four Lot Short Plat October 25, 2004 Tukwila, Washington BES Project Number 200421 -Report 1 4230 150 Street in Tukwila, Washington. The recommendations are based on the subsurface information obtained by Bergquist Engineering Services (BES) and on design details provided by Ted Pederson and a site drawing prepared by Jaeger Engineering. If there are any revisions to the plans or if deviations from the subsurface conditions noted in this report are encountered during construction, BES should be notified immediately to determine whether changes to the foundation recommendations are required. After the plans and specifications are more complete, the geotechnical engineer should be provided the opportunity to review them to check that these engineering recommendations have been interpreted properly. o0o Bergquist Engineering Services Page 11 of 11 XIN2ddV VICINITY MAP Project Name: Proposed Four Lot Short Plat Location: Tukwila, Washington Date: October 2004 Bergquist Engineering Services For: Classic Homes BES Project Number: 200421 -1 Al st! x TP -2 TP -1 I g z r.ai wuaN r rw WO. of ode. pooftion. oat end IC 42. fano' at' .moth & 0.1' .,at � — a .,vhdt Maud 3.4 So. 15th StreA to be dedicated f 224.41 0 SITE PLAN Project Name: Proposed Four Lot Short Plat Location: Tukwila, Washington Date: October 2004 Bergquist Engineering Services For: Classic Homes BES Project Number: 200421 -1 A2 " � V►,r „r7; 1 a escnphon (Utiifiied Soil Classi System f r -fir,,. _ r.t�:., °. ?t'�,�',.t rs,...: 1 BS1 SM 29.9 Dark brown, loose San SILT, trace gravel & roots (Topsoil) _ _ 2 hrs._2_ 3 – BS2 GM 12.5 Gray, dense GRAVEL -SAND -SILT, occasional cobble _3_ - 2hrs _ 4_ 7 4 END OF TEST PIT. Project: Four Lot Short Plat Location: Tukwila, Washington BES Project No.: 200421 -1 Date E xcavated: October 13, 2004 ► Project Four Lot Short Plat Location: Tukwila, Washington BES Project No.: 200421 -1 Date Excavated: October 13, 2004 Log of Test Pit 1 Log of Test Pit 2 1 3 4 BS1 BS2 SM ML GP 26.5 28.5 Dark brown, loose Sandy SILT, some gravel Gray mottled brown, stiff Clayey SILT (Qp =1.5 tsf) Brown, dense GRAVEL -SAND, occasional cobble 1 _2_ _3 1.5 hrs. 4 5 END OF TEST PIT. 5 A3 Excavation Rig: Small Trackhoe Excavated By: Ted Perderson Logged By: R. A. Bergquist, P.E. roximate Ground Surface Elevation: 235' Excavation Rig: Small Trackhoe Excavated By: Ted Perderson Logged By: R. A. Bergquist, P.E. Approximate Ground Surface Elevation: 233' Project: Four Lot Short Plat Location: Tukwila, Washington BES Project No.: 200421 -1 Date Excavated: October 13, 2004 Project: Four Lot Short Plat Location: Tukwila, Washington BES Project No.: 200421 -1 Date Excavated: October 13, 2004 Log of Test Pit 3 Log of Test Pit 4 Excavation Rig: Small Trackhoe Excavated By: Ted Perderson Logged By: R. A. Bergquist, P.E. Approximate Ground Surface Elevation: 223' Excavation Rig: Small Trackhoe Excavated By: Ted Perderson Logged By: R. A. Bergquist, P.E. Approximate Ground Surface Elevation: 222' A4 TEST PIT LOG NOTES These notes and test pit Togs are intended for use with this geotechnical report for the purposes and project described therein. The test pit Togs depict BES's interpretation of subsurface conditions at the location of the test pit on the date noted. Subsurface conditions may vary, and groundwater levels may change because of seasonal variations or numerous other factors. Accordingly, the test pit Togs should not be made a part of construction plans or be used to define construction conditions. The approximate locations of the test pits are shown on the Site Plan. The test pits were located in the field by estimating distances from existing site features. Elevations were interpreted from topographic survey provided by Jaeger Engineering. "Sample Type" refers to the sampling method and equipment used during exploration where: • "BS" indicates a bulk sample taken from the ground surface or from the backhoe bucket. "Moisture Content" refers to the moisture content of the soil expressed in percent by weight as determined in the laboratory. "Description and Classification" refer to the materials encountered in the test pit. The descriptions and classifications are generally based on visual examination in the field and laboratory. Where noted, laboratory tests were performed to determine the soil classification. The terms and symbols used in the test pit logs are in general accordance with the Unified Soil Classification System. Laboratory tests are performed in general accordance with applicable procedures described by the American Society for Testing and Materials. "V" Indicates location of groundwater at the time noticed. Indicates location of seepage of water and the time noticed. TERMS for RELATIVE DENSITY of NON - COHESIVE SOIL Term Standard Penetration Resistance "N" Very Loose 4 or Tess Loose 5 to 10 Medium Dense 11 to 30 Dense 31 to 50 Very Dense Over 50 blows /foot A5 TEST PIT LOG NOTES continued TERMS for RELATIVE CONSISTENCY of COHESIVE SOIL Unconfined Compressive Strength 0 to 0.25 tons /square -foot 0.25 to 0.50 tsf 0.50 to 1.00 tsf 1.00 to 2.00 tsf 2.00 to 4.00 tsf Over 4.00 tsf DEFINITION of MATERIAL by DIAMETER of PARTICLE Boulder 8- inches+ Cobble 3 to 8 inches Gravel 3 inches to 5mm Coarse Sand 5mm to 0.6mm Medium Sand 0.6mm to 0.2mm Fine Sand 0.2mm to 0.074mm Silt 0.074 to 0.005mm Clay Tess than 0.005mm UNIFIED SOIL CLASSIFICATION SYSTEM (USCS) COARSE GRAINED SOILS (Less than 50% fines. Fines are soils passing the # 200 sieve.) GROUP SYMBOL DESCRIPTION MAJOR DIVISIONS GW Well- graded GRAVELS or GRAVEL -SAND mixtures, less than 5% fines. GRAVELS More than half of coarse fraction is larger than No. 4 sieve. GP Poorly graded GRAVELS or GRAVEL -SAND mixtures, less than 5% fines. GM Silty GRAVELS, GRAVEL - SAND -SILT mixtures, more than 12% fines. GC Clayey GRAVELS, GRAVEL - SAND -CLAY mixtures, more than 12% fines. SW Well graded SANDS or Gravelly SANDS mixtures, less than 5% fines. SANDS More than half of coarse fraction is smaller than No. 4 sieve. SP Poorly graded SANDS or Gravelly SANDS mixtures, less than 5% fines. SM Silty SANDS, SAND -SILT mixtures, more than 12% fines SC Clayey SANDS, SAND -CLAY mixtures, more than 12% fines Note: Coarse - grained soils receive dual symbols if they contain between 5 and 12 percent fines. FINE - GRAINED SOILS (More than 50% fines. Fines are materials passing the # 200 sieve) GROUP SYMBOL DESCRIPTION MAJOR DIVISIONS ML Inorganic SILTS, very fine SANDS, ROCK FLOUR, Silly or Clayey SANDS SILTS and CLAYS Liquid limit less than 50 CL Inorganic CLAYS of low to medium plasticity, Gravelly CLAYS, Sandy CLAYS, Silty CLAYS, Lean CLAYS OL Organic SILTS, or organic Silty CLAYS of low plasticity MH Inorganic SILTS, Micaceous or Diatomaceous fine SANDS or SILTS, Elastic SILTS SILTS and CLAYS Liquid limit greater than 50 CH Inorganic CLAYS of high plasticity, fat CLAYS OH Organic CLAYS of medium to high plasticity PT PEAT, MUCK, and other highly organic soils Highly organic soils Note: Fine- grained soils receive dual symbols if their limits plot left of the 'A' Line and have a plasticity index (PI) of 4 to 7 percent. UNIFIED SOIL CLASSIFICATION SYSTEM Bergquist Engineering Services A7 SCHEMATIC OF FOOTING DRAIN Project Name: Proposed Four Lot Short Plat Location: Tukwila, Washington Date: October 2004 Bergquist Engineering Services For: Classic Homes BES Project Number: 200421 -1 A8 ■••■•1• =MI Mali 1111•MNDIINIAM NOTES Altmann Oliver Associates, LLC PO Box 578 Carnation, WA 98014 Office (425) 333 -4535 Fax (425) 3334509 October 20, 2004 Ted Pederson 2623 S. 144 St. Seatac, WA 98168 Dear Ted: www.altoliver.com Environmental Planning & Landscape Architecture AOA -1980 R ECEIVED NOV 0 1 2004 CommunnTy b L OPmENT SUBJECT: Stream/Wetland Delineation for Site Located at 4230 S. 150 St., Tukwila This letter documents the results of a stream and wetland delineation that was conducted on the subject parcel on May 17, 2004. One stream (Stream 1) was identified traversing the western portion of the site from north to south. The ordinary high water (OHW) of both sides of the stream was delineated by me and subsequently surveyed by Schroeder Land Surveying. In addition, one small wetland (Wetland A) was identified along the east side of the stream in the northwest portion of the site. This wetland was delineated utilizing the methodology outlined in the Washington State Wetlands Identification and Delineation Manual (1997) and was also surveyed by Schroeder Land Surveying. Stream 1 consists of a well defined channel located at the bottom of an incised topographic swale. Portions of the channel have been stabilized with rock and the stream was flowing at the time of the May 2004 site visit. Vegetation within the riparian corridor of Stream 1 consisted primarily of dense Himalayan blackberry (Rubus discolor), salmonberry (Rubus spectabilis), hazelnut (Corylus cornuta), lady fem (Athyrium filix- femina), giant horsetail (Equisetum telmateia), and bittersweet nightshade (Solanum dulcamara), interspersed with scattered black locust (Robinnia pseudoacacia), red alder (Alnus rubra), big -leaf maple (Acer macrophyllum), and western hemlock (Tsuga heterophylla) trees. It is my understanding that the stream on the site has been identified by the City of Tukwila as a Type 2 Watercourse. Type 2 watercourses currently require a 35 -foot buffer from the OHW of the stream (TMC 18.45.040.C). I have reviewed the Schroeder survey drawing of my stream delineation and the depiction of the OHW and buffer setback appears accurate. The,small wetland on the site consists of a seepage area along the east side of the stream bank. Vegetation within the wetland consisted primarily of Himalayan blackberry. Although several red alder trees rooted outside of the wetland boundary 'provide some canopy coverage, this coverage did not appear to be greater than 20% and the wetland would likely currently be considered a Type 3 wetland by the City of Tukwila (TMC 18.45.020.C). Type 3 wetlands currently require a 25 -foot buffer info@altoliver.com Ted Pederson October 20, 2004 Page 2 (TMC 18.45.040.C). This wetland and buffer also appear to be accurately depicted on the Schroeder survey. The remainder of the site, located outside of the riparian corridor, consisted primarily of a mowed lawn associated with a single family residence and associated outbuilding. If you have any questions regarding the stream and wetland delineation, please give me a call. Sincerely, ALTMANN OLIVER ASSOCIATES, LLC Jo n Altmann Ecologist cc: Jim Jaeger JA, ,:C ER ENGINEEFJAG 9419 S. 204 PLACE - KENT, WASHINGTON 98031 PHONE (253) 850 -0934 Fax (253) 850 -0155 October 24, 2004 PREPARED FOR: Pederson's Classic Homes, Inc. Ted Pederson 2623 S. 144th St. Seatac, WA. 98168 (206) 947 -0638 PREPARED BY: James Jaeger, P. PRELIMINARY DRAINAGE ANALYSIS CLASSIC HOMES 4 LOT SHORT PLAT 4230 S. 150th St. CITY OF TUKWILA PARCEL NO. 004200 -0095 RECEIVED NOV 01 200 mEnrr 1. I' C.1.,Pr G :. H U s 5140 RI RA7 . - �L M �rZ- A L- L�r N S ( ROL) ND Coy EK . () so, I 1 y . e .e comb tn0 e o 30G (27. 1-.2_ + Z 2 2 3r . 43 X 22t .2 S - 677/7. e sr = J,S4 hc.. b) Deo e Loy ate. crre et. Cs) 5- zzA .z t(s') - 1 I O Co - h.ea r 242 sa_62 9 -Z1-(o D .g7 Phi c-. Nip-Lot s , (T1 b EcshYr t l vto °s •_ I -, I. esctsavu \&' 9 sF I i z, e "1\r\ \c . 1T st I 11Sa SF = 0-1 03A GE) V 1 e--i 1J lT� I ou . 0 / - 0 , 0 3 " 0 , { 4 ' U ( Tt 1l ; Po ure 3. I Use, mac- RckAn nr 17 1, 0 I ) 4- - e ec r 4 5 9 1 0� Q _.:- 0 .0 Bcz. c,F-S C 0. 0(er b Quo = O,0(oo Qom= 0.109 C a C c00 " 0 •tzt3 G=S 1. I' C.1.,Pr G :. H U s 5140 RI RA7 . - �L M �rZ- A L- L�r N S ( ROL) ND Coy EK . () so, I 1 y . e .e comb tn0 e o 30G (27. 1-.2_ + Z 2 2 3r . 43 X 22t .2 S - 677/7. e sr = J,S4 hc.. b) Deo e Loy ate. crre et. Cs) 5- zzA .z t(s') - 1 I O Co - h.ea r 242 sa_62 9 -Z1-(o D .g7 Phi c-. Nip-Lot s , (T1 CLASSIC HOMES 4 LOT SHORT PLAT PRE - DEVELOPED CONDITION RCRTS PEAR FLOW Project Area: 0.97 acres Impervious Surface: 0.03 acres Pervious Surface: 0.94 acres (till, pasture) Flow Frequency Analysis Time Series File:pre.tsf Project Location:Sea-Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.071 2 2/09/01 18:00 0.031 7 1/05/02 16:00 0.068 3 2/28/03 3:00 0.012 8 8/26/04 2:00 0.038 6 1/05/05 8:00 0.064 4 1/18/06 16:00 0.061 5 11/24/06 4:00 0.128 1 1/09/08 6:00 Computed Peaks Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) Period 0.128 1 100.00 0.990 0.071 2 25.00 0.960 0.068 3 10.00 0.900 0.064 4 5.00 0.800 0.061 5 3.00 0.667 0.038 6 2.00 0.500 0.031 7 1.30 0.231 0.012 8 1.10 0.091 0.109 50.00 0.980 4 PF D �O © .97 Pery loos 0.9 - 0,x = 0 U - I1 u�. - Rte,(, - T)ev-e.Aofed 1 (c:. 3 , �ss PRELIM. H S1--.to f PLAT o DR Pr Ki (AGE_ Q LC- c_PI- 7 nata Fro '' max' D. 143 eFS O ,1l0 c.FS ,213 GC d:3( CAS LAS " r scR • cl e -pAop 0,6 (e lot eireo._, as cad ( c ' v- H € -e - ve-A , 1- G120%) NZ COO ER \ (oU S qe,co 1 U"e. r oQ 2.. 4 new l use C 'cam .y s 4� j wo • �= Sob = 0.1'3 FO`-cDr= 1 5 8 2 7 6 4 3 1 Computed Peaks Flow Frequency Analysis Time Series File:dev.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.152 0.116 0.185 0.117 0.143 0.161 0.170 0.317 CLASSIC HOMES 4 LOT SHORT PLAT DEVELOPED CONDITION RCRTS PEAK FLOW Project Area: 0.97 acres Impervious Surface: 0.43 acres Pervious Surface: 0.54 acres (till, grass) 2/09/01 2:00 1/05/02 16:00 2/27/03 7:00 8/26/04 2:00 10/28/04 16:00 1/18/06 16:00 10/26/06 0:00 1/09/08 6:00 Flow Frequency Analysis - - Peaks - (CFS) 0.317 0.185 0.170 0.161 0.152 0.143 0.117 0.116 0.273 - Rank Return Prob Period 1 100.00 0.990 2 25.00 0.960 3 10.00 0.900 4 5.00 0.800 5 3.00 0.667 6 2.00 0.500 7 1.30 0.231 8 1.10 0.091 50.00 0.980 Retention /Detention Facility Orifice # Height (ft) 1 0.00 2 2.75 Top Notch Weir: Outflow Rating Curve: Stage (ft) 0.00 0.01 0.02 0.03 0.04 0.05 0.06 0.16 0.26 0.36 0.46 0.56 0.66 0.76 0.86 0.96 1.06 1.16 1.26 1.36 1.46 Elevation (ft) 214.00 214.01 214.02 214.03 214.04 214.05 214.06 214.16 214.26 214.36 214.46 214.56 214.66 214.76 214.86 214.96 215.06 215.16 215.26 215.36 215.46 CLASSIC HOMES 4 LOT SHORT PLAT RCRTS DETENTION POND SUMMARY LEVEL 2 DETENTION STANDARD Type of Facility: Detention Pond Side Slope: 2.00 H:1V Pond Bottom Length: 48.00 ft Pond Bottom Width: 22.00 ft Pond Bottom Area: 1056. sq. ft Top Area at 1 ft. FB: 2856. sq. ft 0.066 acres Effective Storage Depth: 4.00 ft Stage 0 Elevation: 214.00 ft Storage Volume: 6805. cu. ft 0.156 ac -ft Riser Head: 4.00 ft Riser Diameter: 12.00 inches Number of orifices: 2 Full Head Diameter Discharge (in) ; (CFS) 0.66 0.024 1.20 0.044 None None Storage (cu. ft) 0. i 11. 21. 32. 43. 53. 64. 173.' 284. 399. 516. 636. 760. 886. 1015. 1148. `. 1283. ' 1422. 1564. 1709. 1857. (ac -ft) 0.000 0.000 0.000 0.001 0.001 0.001 0.001 0.004 0.007 0.009 0.012 0.015 0.017 0.020 0.023 0.026 0.029 0.033 0.036 0.039 0.043 Discharge (cfs) 0.000 0.001 0.002 0.002 0.002 0.003 0.003 0.005 0.006 0.007 0.008 0.009 0.010 0.010 0.011 0.012 0.012 0.013 0.013 0.014 0.014 Pipe Diameter (in) 4.0 Percolation (cfs) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Surf Area (sq. ft) 1056. 1059. 1062. 1064. 1067. 1070. 1073. 1101. 1130. 1159. 1188. 1218. 1248. 1278. 1309. 1340. 1371. 1402. 1434. 1466. 1499. 1.56 215.56 2008. 0.046 0.015 0.00 1532. 1.66 215.66 2163. 0.050 0.015 0.00 1565. 1.76 215.76 2321. 0.053 0.016 0.00 1598. 1.86 215.86 2483. 0.057 0.016 0.00 1632. 1.96 215.96 2648. 0.061 0.017 0.00 1666. 2.06 216.06 2816. 0.065 0.017 0.00 1701. 2.16 216.16 2988. 0.069 0.017 0.00 1735. 2.26 216.26 3163. 0.073 0.018 0.00 1771. 2.36 216.36 3342. 0.077 0.018 0.00 1806. 2.46 216.46 3524. 0.081 0.019 0.00 1842. 2.55 216.55 3692. 0.085 0.019 0.00 1874. 2.65 216.65 3881. 0.089 0.019 0.00 1910. 2.75 216.75 4074. 0.094 0.020 0.00 1947. 2.76 216.76 4093. 0.094 0.020 0.00 1951. 2.78 216.78 4132. 0.095 0.021 0.00 1958. 2.79 216.79 4152. 0.095 0.022 0.00 1962. 2.80 216.80 4172. 0.096 0.024 0.00 1965. 2.81 216.81 4191. 0.096 0.027 0.00 1969. 2.83 216.83 4231. 0.097 0.031 0.00 1977. 2.84 216.84 4250. 0.098 0.031 0.00 1980. 2.85 216.85 4270. 0.098 0.032 0.00 1984. 2.95 216.95 4471. 0.103 0.038 0.00 2021. 3.05 217.05 4675. 0.107 0.042 0.00 2059. 3.15 217.15 4882. 0.112 0.046 0.00 2097. 3.25 217.25 5094. 0.117 0.049 0.00 2135. 3.35 217.35 5309. 0.122 0.052 0.00 2174. 3.45 217.45 5529. 0.127 0.055 0.00 2212. 3.55 217.55 5752. 0.132 0.057 0.00 2252. 3.65 217.65 5979. 0.137 0.060 0.00 2291. 3.75 217.75 6210. 0.143 0.062 0.00 2331. 3.85 217.85 6445. 0.148 0.064 0.00 2371. 3.95 217.95 6684. 0.153 0.066 0.00 2412. 4.00 218.00 6805. 0.156 0.067 0.00 2432. 4.10 218.10 7051. 0.162 0.377 0.00 2473. 4.20 218.20 7300. 0.168 0.942 0.00 2514. 4.30 218.30 7553. 0.173 1.670 0.00 2556. 4.40 218.40 7811. 0.179 2.470 0.00 2598. 4.50 218.50 8073. 0.185 2.750 0.00 2640. 4.60 218.60 8339. 0.191 3.010 0.00 2683. 4.70 218.70 8610. 0.198 3.240 0.00 2725. 4.80 218.80 8884. 0.204 3.460 0.00 2769. 4.90 218.90 9163. 0.210 3.670 0.00 2812. 5.00 219.00 9447. 0.217 3.870 0.00 2856. 5.10 219.10 9735. 0.223 4.050 0.00 2900. 5.20 219.20 10027. 0.230 4.230 0.00 2945. 5.30 219.30 10323. 0.237 4.400 0.00 2989. 5.40 219.40 10625. 0.244 4.570 0.00 3035. 5.50 219.50 10930. 0.251 4.720 0.00 3080. 5.60 219.60 11241. 0.258 4.880 0.00 3126. 5.70 219.70 11555. 0.265 5.030 0.00 3172. 5.80 219.80 11875. 0.273 5.170 0.00 3218. 5.90 219.90 12199. 0.280 5.310 0.00 3265. 6.00 220.00 12528. 0.288 5.450 0.00 3312. Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu -Ft) (Ac -Ft) 1 0.32 0.13 0.26 4.06 218.06 6961. 0.160 2 0.18 * * * * * ** 3 0.17 * * * * * ** 4 .0.16 * * * * * ** _ 0.15 0.14 * * * * * ** 7 0.12 * * * * * ** 8 0.12 * * * * * ** Duration Comparison Anaylsis Base File: pre.tsf New File: rdout.tsf Cutoff Units: Discharge in CFS 0.05 3.36 217.36 5339. 0.123 0.02 2.53 216.53 3663. 0.084 0.05 3.35 217.35 5313. 0.122 0.07 3.99 217.99 6777. 0.156 0.01 1.59 215.59 2052. 0.047 0.01 1.45 215.45 1839. 0.042 0.02 2.20 216.20 3052. 0.070 Fraction of Time Check of Tolerance Cutoff Base New %Change Probability Base New %Change 0.020 0.73E -02 0.31E -02 -57.8 0.73E -02 0.020 0.017 -14.1 0.024 0.55E -02 0.24E -02 -56.7 0.55E -02 0.024 0.019 -20.8 0.028 0.42E -02 0.22E -02 -47.9 0.42E -02 0.028 0.019 -31.8 0.032 0.31E -02 0.21E -02 -34.4 0.31E -02 0.032 0.020 -37.6 0.036 0.24E -02 0.18E -02 -23.8 0.24E -02 0.036 0.024 -34.0 0.040 0.17E -02 0.16E -02 -6.8 0.17E -02 0.040 0.038 -3.6 0.044 0.12E -02 0.13E -02 8.0 0.12E -02 0.044 0.045 3.0 0.048 0.91E -03 0.93E -03 1.8 0.91E -03 0.048 0.048 0.5 0.052 0.65E -03 0.55E -03 -15.0 0.65E -03 0.052 0.051 -1.7 0.056 0.42E -03 0.36E -03 -15.4 0.42E -03 0.056 0.053 -5.1 0.060 0.23E -03 0.24E -03 7.1 0.23E -03 0.060 0.061 1.7 0.064 0.15E -03 0.13E -03 -11.1 0.15E -03 0.064 0.063 -0.3 0.068 0.65E -04 0.00E +00 -100.0 0.65E -04 0.068 0.066 -2.8 Maximum positive excursion = 0.002 cfs ( 4.1 %) occuring at 0.043 cfs on the Base Data:pre.tsf and at 0.045 cfs on the New Data:rdout.tsf Maximum negative excursion = 0.013 cfs (- 39.4 %) occuring at 0.034 cfs on the Base Data:pre.tsf and at 0.020 cfs on the New Data:rdout.tsf Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File:rdout Inflow /Outflow Analysis Peak Inflow Discharge: 0.317 CFS at 6:00 on Jan 9 in Year 8 Peak Outflow Discharge: 0.264 CFS at 9:00 on Jan 9 in Year 8 Peak Reservoir Stage: 4.06 Ft Peak Reservoir Elev: 218.06 Ft Peak Reservoir Storage: 6961. Cu -Ft 0.160 Ac -Ft Flow Duration from Time Series File:rdout.tsf Cutoff Count Frequency CDF Exceedence_Probability CFS % % 0.001 41573 67.797 67.797 32.203 0.322E +00 0.003 3244 5.290 73.087 26.913 0.269E +00 0.005 3939 6.424 79.511 20.489 0.205E +00 0.007 3603 5.876 85.386 14.614 0.146E +00 0.009 2567 4.186 89.573 10.427 0.010 2195 3.580 93.152 6.848 0.012 1299 2.118 95.271 4.729 0.014 1080 1.761 97.032 2.968 0.016 519 0.846 97:878 2.122 0.018 551 0.899 98.777 1.223 0.020 457 0.745 99.522 0.478 0.021 97 0.158 99.680 0.320 0.023 13 0.021 99.702 0.298 0.025 9 0.015 99.716 0.284 0.027 6 0.010 99.726 0.274 0.029 7 0.011 99.737 0.263 0.031 2 0.003 99.741 0.259 0.033 11 0.018 99.759 0.241 0.034 7 0.011 99.770 0.230 0.036 7 0.011 99.781 0.219 0.038 7 0.011 99.793 0.207 0.040 10 0.016 99.809 0.191 0.042 8 0.013 99.822 0.178 0.044 9 0.015 99.837 0.163 0.045 10 0.016 99.853 0.147 0.047 16 0.026 99.879 0.121 0.049 12 0.020 99.899 0.101 0.051 12 0.020 99.918 0.082 0.053 15 0.024 99.943 0.057 0.055 4 0.007 99.949 0.051 0.057 6 0.010 99.959 0.041 0.058 9 0.015 99.974 0.026 0.060 2 0.003 99.977 0.023 0.062 3 0.005 99.982 0.018 0.064 3 0.005 99.987 0.013 0.066 4 0.007 99.993 0.007 0.104E +00 0.685E -01 0.473E -01 0.297E -01 0.212E -01 0.122E -01 0.478E -02 0.320E -02 0.298E -02 0.284E -02 0.274E -02 0.263E -02 0.259E -02 0.241E -02 0.230E -02 0.219E -02 0.207E -02 0.191E -02 0.178E -02 0.163E -02 0.147E -02 0.121E -02 0.101E -02 0.815E -03 0.571E -03 0.506E -03 0.408E -03 0.261E -03 0.228E -03 0.179E -03 0.130E -03 0.652E -04 p avj R j J tv-e� V o urns.,' ( 0 "J 0s c Nrec - D42-51 w«t LP-04 : z tbk e- 2 , o Tr-eLiL bo'f+ of l,w St e.: 10(03 - 2i4•� \io■u ProoL _ �oZ ? a� + ( J 2 S 3 � ) 4 A° _ CF z 0 N Q 0 0 0 0 O 10 0 0 Probability Exceedence U1 0 1 1 1 1 1 . 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 11 I 1 1 1 1 1 1 111 1 1 1 1 1 1 111 10 = "10 -3 10 -2. ; --10 -1 -100 R= 0,c; roc's = 1(854.0c2) s� Isc:tEr a,,,r-ee._ •1 c 1 I S p - 3 6 = 2 2-2 SF = • ( tbsog) 2/S(Z5 G v OtuM R V = 3 V = 2c955 c.F Volute Proves Ck) Ta f � t 4 - fo 1Z b; 13 O m o r w - f.MC9 A-r-.zc,- = 119 .sF - &.e.../ . 2 o9 — o` • ova -' • • a'. I stye. 1©= r: \iDiuMe ,Prov e Z R= 0,c; roc's = 1(854.0c2) s� Isc:tEr a,,,r-ee._ •1 c 1 I S p - 3 6 = 2 2-2 SF = • ( tbsog) 2/S(Z5 G v OtuM R V = 3 V = 2c955 c.F Volute Proves Ck) Ta f � t 4 - fo 1Z DESCRIPTION United States Environmental Protection Agency Wet detention ponds are storm water control structures providing both retention and treatment of contaminated storm water runoff. A typical wet detention pond design is shown in Figure 1. The pond consists of a permanent pool of water into which storm water runoff is directed. Runoff from each rain event is detained and treated in the pond until it is displaced by runoff from the next storm. Office of Water EPA 832 -F -99 -048 Washington, D.C. September 1999 Storm Water Technology Fact Sheet Wet Detention Ponds By capturing and retaining runoff during storm events, wet detention ponds control both storm water quantity and quality. The pond's natural physical, biological, and chemical processes then work to remove pollutants. Sedimentation processes remove particulates, organic matter, and metals, while dissolved metals and nutrients are removed through biological uptake. In general, a higher level of nutrient removal and better storm water quantity control can be achieved in wet Riser with Trash Rack Emergency Spillway Riprap Cutoff Trench Principal Release Pipe Set on Negative Slope to Prevent Clogging Concrete Base Riprap for Shoreline Protection Normal Pool Elevation Low Flow Drain for Pond Maintenance (should be designed to provide easy access and to avoid clogging by trapped sediments.) Deep Water Zone for Gravity Settling Emergent Aquatic Plants Inlet Sediment Forebay Source: Maryland Department of the Environment, 1986. FIGURE 1 TYPICAL LAYOUT OF A WET DETENTION POND detention ponds than can be achieved with other Best Management Practices (BMPs), such as dry ponds, infiltration trenches, or sand filters. There are several common modifications that can be made to the ponds to increase their pollutant removal effectiveness. The first is to increase the settling area for sediments through the addition of a sediment forebay, as shown in Figure 1. Heavier sediments will drop out of suspension as runoff passes through the sediment forebay, while lighter sediments will settle out as the runoff is retained in the permanent pool. A second common modification is the construction of shallow ledges along the edge of the permanent pool. These shallow peripheral ledges can be used to establish aquatic plants that can impede flow and trap pollutants as they enter the pond. The plants also increase biological uptake of nutrients. In addition to their function as aquatic plant habitat, the ledges also have several other functions, which can include including acting as a safety precaution to prevent accidental drowning and providing easy access to the permanent pool to aid in maintenance. Finally, perimeter wetland areas can also be created around the pond to aid in pollutant removal. APPLICABILITY Wet detention ponds have been widely used throughout the U.S. for many years. Many of these ponds have been monitored to determine their performance. EPA Region V is currently performing a study on the effectiveness of 50 to 60 wet detention ponds. Other organizations, such as the Washington, D.C., Council of Governments (WMCOG) and the Maryland Department of the Environment, have also conducted extensive evaluations of wet detention pond performance. ADVANTAGES AND DISADVANTAGES Wet detention ponds provide both storm water quantity and quality benefits, and provide significant retrofit coverage for existing development. Benefits include decreased potential for downstream flooding and stream bank erosion and improved water quality due to the removal of suspended solids, metals, and dissolved nutrients. 1. While the positive impacts from a wet detention ponds will generally exceed any negative impacts, wet detention ponds that are improperly designed, sited, or maintained, may have potential adverse affects on water quality, groundwater, cold water fisheries, or wetlands. Improperly designed or maintained ponds may result in stratification and anoxic conditions that can promote the resuspension of solids and the release of nutrients and metals from the trapped sediments. In addition, precautions should be taken to prevent damage to wetland areas during pond construction. Finally, the potential for groundwater contamination should be carefully evaluated. However, studies to date indicate that wet detention ponds do not significantly contribute to groundwater contamination (Schueler, 1992). The following limitation should also be considered when determining the feasibility of installing a wet detention pond: Wet detention ponds must be able to maintain a permanent pool of water. Therefore, ponds cannot be constructed in areas where there is insufficient precipitation to maintain the pool or in soils that are highly permeable. In wetter regions, a small drainage area may be sufficient to ensure that there is enough water to maintain a permanent pool; whereas in more and regions, a larger drainage area may be required. In some cases, soils that are highly permeable may be compacted or overlaid with clay blankets to make the bottom less permeable. 2. Land constraints, such as small sites or highly developed areas, may preclude the installation of a pond. 3. Discharges from ponds usually consist of warm water, and thus pond use may be limited in areas where warm water discharges from the pond will adversely impact a cold water fishery. 4. The local climate (i.e., temperature) may affect the biological uptake in the pond. DESIGN CRITERIA 5. Without proper maintenance, the performance of the pond will drop off sharply. Regular cleaning of the forebays is particularly important. Maintaining the permanent pool is also important in preventing the resuspension of trapped sediments. The accumulation of sediments in the pond will reduce the pond's storage capacity and cause a decline in its performance. Therefore, the bottom sediments in the permanent pool should be removed about every 2 to 5 years. In most cases, no specific limitations have been placed on disposal of sediments removed from wet detention ponds. Studies to date indicate that pond sediments are likely to meet toxicity limits and can be safely landfilled (NVPDC, 1992). Some states have allowed sediment disposal on -site, as long as the sediments are deposited away from the shoreline to prevent their re -entry into the pond. In general, pond designs are unique for each site and application. Criteria for selecting the site for installation of the pond should include the site's ability to support the pond environment, as well as the cost effectiveness of locating a pond at that specific site. In addition, the pond should be located where the topography of the site allows for maximum storage at minimum construction costs (NVPDC, 1992). Site - specific constraints for pond construction may include wetlands impacts, existing utilities (e.g., electric or gas) that would be costly to relocate, and underlying bedrock that would require expensive blasting operations to excavate. The site must have adequate base -flow from the groundwater or from the drainage area to maintain the permanent pool. Typically, underlying soils with permeabilities of between 10' and 1e cm/sec will be adequate to maintain a permanent pool. All local, state and federal permit requirements should be established prior to initiating the pond design. Depending on the location of the pond, required permits and certifications may include wetland permits, water quality certifications, dam safety permits, sediment and erosion control plans, waterway permits, local grading permits, land use approvals, etc.(Schueler, 1992). Since many states and municipalities are still in the process of developing or modifying storm water permit requirements, the applicable requirements should be confirmed with the appropriate regulatory authorities. Wet detention ponds should be designed to meet both storm water quality and quantity control requirements. Storm water quantity requirements are typically met by designing the pond to control post - development peak discharge rates to pre - development levels. Usually the pond is designed to control multiple design storms (e.g. 2- and/or 10 -year storms) and safely pass the 100 -year storm event. However, the design storm may vary depending on local conditions and requirements. Storm water quality control is achieved through pollutant removal in the permanent pool. Removal efficiency is primarily dependent on the length of time that runoff remains in the pond, which is known as the pond's Hydraulic Residence Time (HRT). As discussed above, wet detention ponds remove pollutants through both sedimentation and biological uptake processes, both of which increase with the length of time runoff remains in the pond. These processes can be modeled to determine a design HRT using either the solids settling method or the eutrophication method, respectively (Hartigan, 1988). The calculated HRT will be dependent on the method selected. HRTs calculated by the eutrophication method can be up to three times greater than HRTs calculated by the solids settling method. The longer HRTs associated with the eutrophication method appear to be due to the slower reaction rates associated with the biological removal of dissolved nutrients (Hartigan, 1988). Once the design HRT has been determined, the actual dimensions of the pond must be calculated to achieve the design HRT. The primary factor contributing to a pond's HRT is its volume. Because many wet detention ponds are restricted in area, pond depth can be an important factor in the pond's overall volume. However, the depth of the pool also affects many of the pond's removal processes, and so it must be carefully controlled. It is important to maintain a sufficient permanent pool depth in order to prevent the resuspension of trapped sediments ( NVPDC, 1992). Conversely, thermal stratification and anoxic conditions in the bottom layer might develop if permanent pool depths are too great. Stratification and anoxic conditions may decrease biological activity. Anoxic conditions may also increase the potential for the release of phosphorus and heavy metals from the pond sediments (NVPDC, 1992). These factors dictate that the permanent pool depth should not exceed 6 meters (20 feet). The optimal depth ranges between 1 and 3 meters (3 and 9 feet) for most regions, given a 2 week HRT (Hartigan, 1988). Other key factors to be considered in the pond design are the volume and area ratios. The volume ratio, VB/VR, is the ratio of the permanent pool storage (VB) to the mean storm runoff (VR). Larger VBs and smaller VRs provide for increased retention and treatment between storm events. Low VB/VR ratios result in poor pollutant removal efficiencies. The area ratio, A/As, is the ratio of the contributing drainage area (A) to the permanent pool surface area (As). The area ratio is also an indicator of pollutant removal efficiency. Data from previous studies indicates that area ratios of less than 100 typically have better pollutant removal efficiencies (MD DEQ, 1986). The contours of the pond are also important. The pond should be constructed with adequate slopes and lengths. While a length -to -width ratio is usually not used in the design of wet detention ponds for storm water quantity management, a 2:1 length -to -width ratio is commonly used when water quality is of concern. In general, high length -to -width ratios (greater than 2:1) will decrease the possibility of short- circuiting and will enhance sedimentation within the permanent pool. Baffles or islands can also be added within the permanent pool to increase the flow path (Hartigan, 1988). Shoreline slopes between 5:1 and 10:1 are common and allow easy access for maintenance, such as mowing and sediment removal (Hartigan, 1988). In addition, wetland vegetation is difficult to establish and maintain on slopes steeper than 10:1. Ponds should be wedge- shaped so that flow enters the pond and gradually spreads out. This minimizes the potential for zones with little or no flow (Urbonas, 1993). The design of the wet pond embankment is another key factor to be considered. Proper design and construction of the embankments will prolong the integrity of the pond structure. Subsidence and settling will likely occur after an embankment is constructed. Therefore during construction, the embankment should be overfilled by at least 5 percent (SEWRPC, 1991). Seepage through the embankment can also affect the stability of the structure. Seepage can generally be minimized by adding drains, anti- seepage collars, and core trenches. The embankment side slopes can be protected from erosion by using minimum side slopes of 2:1 and by covering the embankment with vegetation or rip -rap. The embankment should also have a minimum top width of 2 meters (6 feet) to aid in maintenance. Finally, the internal flow control of the pond must be considered. Discharge from the pond is controlled by a riser and an inverted release pipe. Normal flows will be discharged through the wet pond outlet, which consists of a concrete or corrugated metal riser and barrel. The riser is a vertical pipe or inlet structure that is attached to the base with a watertight connection. Risers are typically placed in or adjacent to the embankment rather than in the middle of the pond. This provides easy access for maintenance and prevents the use of the riser as a recreation spot (e.g. diving platform for kids) (Schueler, 1988). The barrel is a horizontal pipe attached to the riser that conveys flow under the embankment. Typically, flow passes through an inverted pipe attached to the riser, as shown in Figure 1, while higher flows will pass through a trash rack installed on the riser. The inverted pipe should discharge water from below the pond water surface to prevent floatables from clogging the pipe and to avoid discharging the warmer surface water. Clogging of the pipe could result in overtopping of the PERFORMANCE embankment and damage to the embankment (NVPDC, 1992). Flow is conveyed through the near horizontal barrel and is discharged to the receiving stream. Rip -rap, plunge pools, or other energy dissipators, should be placed at the outlet to prevent scouring and to minimize erosion. Rip -rap also provides a secondary benefit of re- aeration of the pond discharges. Planners should consider both the design storm and potential construction materials when designing and constructing the riser and barrel. Generally, the riser and barrel are sized to meet the storm water management design criteria (e.g. to pass a 2 -year or a 10 -year storm event). In many installations, the riser and barrel are designed to convey multiple design storms (Urbonas, 1993). To increase the life of the outlet, the riser and barrel should be constructed of reinforced concrete rather than corrugated metal pipe (Schueler, 1992). The riser, barrel, and base should also provide have sufficient weight to prevent flotation (NVPDC, 1992). In most cases, emergency spillways should be included in the pond design. Emergency spillways should be sized to safely pass flows that exceed the design storm flows. The spillway prevents pond water levels from overtopping the embankment, which could cause structural damage to the embankment. The emergency spillway should be located so that downstream buildings and structures will not be negatively impacted by spillway discharges. The pond design should include a low flow drain, as shown in Figure 1. The drain pipe should be designed for gravity discharge and should be equipped with an adjustable gate valve. The primary pollutant removal mechanism in a wet detention pond is sedimentation. Significant loads of suspended pollutants, such as metals, nutrients, sediments, and organics, can be removed by sedimentation. Other pollutant removal mechanisms include algal uptake, wetland plant uptake, and bacterial decomposition (Schueler, 1992). Dissolved pollutant removal also occurs as a result of biological and chemical processes ( NVPDC, 1992). The removal rates of conventional wet detention ponds (i.e., without the sediment forebay or peripheral ledges) are well documented and are shown in Table 1. The wide range in the removal rates is a result of varying hydraulic residence times (HRTs), which is further discussed in the Design Criteria section. Increased pollutant removal by biological uptake and sedimentation is correlated with increased HRTs. Proper design and maintenance also effect pond performance. Studies have shown that more than 90 percent of the pollutant removal occurs during the quiescent period (the period between the rainfall events) (MD DEQ, 1986). However, some removal occurs during the dynamic period (when the runoff enters the pond). Modeling results have indicated that two- thirds of the sediment, nutrients and trace metal loads are removed by sedimentation within 24 TABLE 1 REMOVAL EFFICIENCIES FROM WET DETENTION PONDS Parameter Percent Removal Total Suspended Solid Total Phosphorus Soluble Nutrients Lead Zinc Biochemical Oxygen Demand or Chemical Oxygen Demand Schueler, 1992 50-90 30 -90 40 -80 70 -80 40 -50 20-40 1 hydraulic residence time varies 2 hydraulic residence time of 2 weeks Source: Schueler, 1992 & MD DEQ, 1986. Hartigan, 1988 80-90 50 -70 hours. These projections are supported by the results of the EPA's 1993 National Urban Runoff Program (NURP) studies. However, other studies indicate that an HRT of two weeks is required to achieve significant phosphorus removal (MD DEQ, 1986). The pond's treatment efficiency can be enhanced by extending the detention time in the permanent pool to up to 40 hours. This allows for a more gradual release of collected runoff, resulting in both increased pollutant removal and control of peak flows (Hartigan, 1988). OPERATION AND MAINTENANCE Wet detention ponds function more effectively when they are regularly inspected and maintained. Routine maintenance of the pond includes mowing of the embankment and buffer areas and inspection for erosion and nuisance problems (e.g. burrowing animals, weeds, odors) (SEWRPC, 1991). Trash and debris should be removed routinely to maintain an attractive appearance and to prevent the outlet from becoming clogged. In general, wet detention ponds should be inspected after every storm event. The embankment and emergency spillway should also be routinely inspected for structural integrity, especially after major storm events. Embankment failure could result in severe downstream flooding. When any problems are observed during routine inspections, necessary repairs should be made immediately. Failure to correct minor problems may lead to larger and more expensive repairs or even to pond failure. Typically, maintenance includes repairs to the embankment, emergency spillway, inlet, and outlet; removal of sediment; and control of algal growth, insects, and odors (SEWRPC, 1991). Large vegetation or trees that may weaken the embankment should be removed. Periodic maintenance may also include the stabilization of the outfall area (e.g. adding rip -rap) to prevent erosive damage to the embankment and the stream bank. In most cases, sediments removed from wet detention ponds are suitable for landfill disposal. However, where available, on -site use of removed sediments for soil amendment will reduce maintenance costs. COSTS Typical costs for wet detention ponds range from $17.50- $35.00 per cubic meter ($0.50 -$1.00 per cubic foot) of storage area (CWP, 1998). The total cost for a pond includes permitting, design and construction, and maintenance costs. Permitting costs may vary depending on state and local regulations. Typically, wet detention ponds are less costly to construct in undeveloped areas than to retrofit into developed areas. This is due to the cost of land and the difficulty in fording suitable sites in developed areas. The cost of relocating pre - existing utilities or structures is also a major concern in developed areas. Several studies have shown the construction cost of retrofitting a wet detention pond into a developed area may be 5 to 10 times the cost of constructing the same size pond in an undeveloped area. Annual maintenance costs can generally be estimated at 3 to 5 percent of the construction costs (Schueler, 1992). Maintenance costs include the costs for regular inspections of the pond embankments, grass mowing, nuisance control, debris and liter removal, inlet and outlet maintenance and inspection, and sediment removal and disposal. Sediment removal cost can be decreased by as much as 50 percent if an on -site disposal areas are available (SEWRPC, 1991). REFERENCES 1. Center for Watershed Protection, 1998. Cost and Benefits of Storm Water BMPs. 2. Hartigan, J.P., 1988 `Basis for Design of Wet Detention Basin BMPs," in Design of Urban Runoff Quality Control. American Society of Engineers. 1988. 3. Maryland Department of the Environment, 1986. Feasibility and Design of Wet Ponds to Achieve Water Quality Control. Sediment and Storm Water Administration. 4. Northern Virginia Planning District Commission, Engineers and Surveyors Institute, 1992. Northern Virginia BMP Handbook. 5. Schueler, T.R., 1992. A Current Assessment of Urban Best Management Practices. Metropolitan Washington Council of Governments. 6. Southeastern Wisconsin Regional Planning Commission, 1991. Costs for Urban Nonpoint Source Water Pollution Control Measures. Technical Report No. 31. 7. Urbonas, Ben and Peter Stahre, 1993. Storm Water Best Management Practices and Detention for Water Quality, Drainage and CSO Management. PTR Prentice Hall, Englewood Cliffs, New Jersey. ADDITIONAL INFORMATION City of Charlotte, North Carolina Steve Sands Storm Water Services, Engineering and Property Management 600 East 4 Street Charlotte, NC 28202 Illinois EPA Charles Feliman Auxiliary Point Source Program, Permit Section, Division of Water Pollution Control 1021 N. Grand Avenue East, P.O. Box 19276 Springfield, IL 62794 Minnehaha Creek Watershed District Pete Cangialosi Gray Freshwater Center, Navarre 2500 Shadywood Road, Suite 37 Excelsior, MN 55331 Polk County, Florida Bob Kollinger Natural Resources and Drainage Division 4177 Ben Durrance Road Bartow, FL 33830 City of Reynoldsburg, Ohio Larry Ward Storm Water Utility 7806 East Main Street Reynoldsburg, OH 43068 Southwest Florida Water Management District Betty Rushton 2379 Broad Street Brooksville, FL 34609 The mention of trade names or commercial products does not constitute endorsement or recommendation for the use by the U.S. Environmental Protection Agency. For more information contact: Municipal Technology Branch U.S. EPA Mail Code 4204 401 M St., S.W. Washington, D.C., 20460 EMTB Excellence In conpi t ance through optimal tekal sok ttons MUNICIPAL TECHNOLOGY BRAN H CLASSIC HOMES SHORT PLAT DISCUSSION OF PROJECT CONSISTENCY The Classic Homes 4 lot short plat is consistent with the decision criteria for a City short plat based on the following arguments: 1. The proposed short plat is consistent with the comprehensive plan and the current zoning, which is LDR. The proposed short plat will have a density of 2.56 units per acre. The low density is due to the presence of a stream /wetland and adjoining buffer that remove 0.56 acres from the developable area. The proposed minimum lot size is 13281 SF. The proposed minimum lot width is 60 ft. All these parameters meet the criteria for the LDR zone. Provisions have been made for the drainage and utilities that will serve the proposed short plat. The drainage system will include an on -site drainage facility located in an easement within Lot #1. The sanitary sewer service will be provided by Val Vue Sewer District via a side sewer extension along the private road. There is an existing sewer main within S. 150th St., along the property frontage. Water service will be provided by King County Water District # 125. There is an existing water main and fire hydrant along the S. 150th St. frontage. Individual meters for each lot will be placed at the beginning of the private road. Erosion control will be managed using best management practices that are shown on the erosion control plans that will be approved by the City. 3. Necessary provisions will be made for access to the proposed lots by the proposed construction of a new private road located along the east property line. This road will connect to S. 150th St. and will include a turnaround hammerhead between Lots #2 & #3. The private road will be placed within an easement and will be maintained equally by each of the new lots. 4. An additional 5' of right -of -way along S. 150th St. will be dedicated is shown on the preliminary short plat plan. This will provide a new half ROW width of 25'. S. 150th St. has been recently improved with curb, gutter & sidewalk along the frontage and within the vicinity of this RECe NOV 01 1004 M� site. Proposed private road access maintenance covenants will also be executed with the final short plat approval. 5. The proposed lots meet all of the requirements of the LDR zone. All of the lots will have access to the new private road. The steam & wetland sensitive area along the west side of all of the lots will be protected by a sensitive area easement. A 25' buffer from the edge of the wetland and a 35' buffer from the stream high water line will define the edge of the easement. C ..RsStC. VIE5 SHORT' L-OT CA-0S° RE- C1 ..0 5 • Page 1 Classic Homes Short Plat Figure Name: LOT 1 Course: N 01 -06 -41 E Distance: 111.31 Course: S 88 -09 -02 E Distance: 221.33 Course: S 01 -08 -03 W Distance: 111.31 Course: N 88 -09 -02 W Distance: 221.29 Perimeter: 665.24 Area: 24632.85 0.57 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.004 Course: N 84 -19 -21 E Precision 1: 155272.56 Figure Name: LOT 2 Course: N 01 -06 -41 E Distance: 65.01 Course: S 88 -09 -02 E Distance: 221.36 Course: S 01 -08 -03 W Distance: 65.01 Course: N 88 -09 -02 W Distance: 221.33 Perimeter: 572.71 Area: 14387.50 0.33 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.004 Course: N 83 -38 -34 W Precision 1: 137326.22 Figure Name: LOT 3 Course: N 01 -06 -41 E Distance: 65.01 Course: S 88 -09 -02 E Distance: 221.38 Course: S 01 -08 -03 W Distance: 65.01 Course: N 88 -09 -02 W Distance: 221.36 Perimeter: 572.76 Area: 14389.17 0.33 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.006 Course: N 88 -38 -18 E Precision 1: 97880.04 Figure Name: LOT 4 Course: N 01 -06 -41 E Distance: 65.21 Course: S 88 -05 -43 E Distance: 221.41 Course: S 01 -08 -03 W Distance: 65.00 Course: N 88 - 09 - 02 W Distance: 221.38 Perimeter: 573.00 Area: 14413.35 0.33 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.004 Course: N 17 -02 -01 W Precision 1: 137017.67 RECEIVED NOV 01 1004 D MENT Distance: 201.33 Distance: 30.35 Radius: 24.96 Distance: 40.81 Distance: 10.00 Distance: 135.86 Distance: 65.01 Figure Name: LOT 1 W/0 Course: N 01 -06 -41 E Distance: 111.31 Course: S 88 -09 -02 E Distance: 201.33 Course: S 01 -08 -03 W Distance: 111.31 Course: N 88 -09 -02 W Distance: 201.29 Perimeter: 625.24 Area: 22406.59 0.51 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.004 Course: N 84 -19 -21 E Precision 1: 145936.22 Figure Name: LOT 2 W/O Course: S 88 -09 -02 E Course: N 01 -08 -03 E Arc Length: 38.93 Course: N 88 -09 -02 W Course: N 01 -08 -03 E Course: N 88 -09 -02 W Course: S 01 -06 -41 W Perimeter: 522.29 Area: 12302.56 0.28 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.009 Course: N 05 -11 -53 E Precision 1: 55656.10 Figure Name: LOT 3 W/0 Course: S 88 -09 -02 E Course: N 01 -08 -03 E Course: S 88 -09 -02 E Arc Length: 39.62 Course: N 01 -08 -03 E Course: N 88 -09 -02 W Course: S 01 -06 -41 W Perimeter: 521.70 Area: 12296.05 0.28 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.009 Course: N 01 -55 -32 E Precision 1: 61229.55 Distance: 135.86 Distance: 10.00 Distance: 40.18 Radius: 25.00 Distance: 29.65 Distance: 201.38 Distance: 65.01 Figure Name: LOT 4 W/0 Course: S 88 -09 -02 E Course: N 01 -08 -03 E Course: S 88 -09 -03 E Course: N 01 -08 -03 E Course: N 88 -05 -43 W Course: S 01 -06 -41 W Perimeter: 573.00 Area: 14213.07 0.33 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.004 Course: S 16 -36 -46 E Precision 1: 134072.66 Distance: 201.38 Distance: 10.01 Distance: 20.00 Distance: 54.99 Distance: 221.41 Distance: 65.21 Delta: - 89 -22 -04 Delta: - 90 -48 -01 , Figure Name: EASEMENT Course: N 01 -08 -03 E Course: N 88 -09 -03 W Course: S 01 -08 -03 W Arc Length: 39.61 Course: N 88 -09 -02 W Course: S 01 -08 -03 W Course: S 88 -09 -02 E Arc Length: 38.92 Course: S 01 -08 -03 W Course: S 88 -09 -02 E Perimeter: 652.19 Distance: 251.34 Distance: 20.00 Distance: 39.67 Radius: 25.04 Distance: 40.18 Distance: 20.00 Distance: 40.81 Radius: 25.00 Distance: 141.66 Distance: 20.00 Area: 6605.39 0.15 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.003 Course: S 55 -01 -56 W Precision 1: 220692.39 Delta: 90 -37 -49 Delta: 89 -12 -06 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 961 qy ,tirw w�r�a x*� air a'�,,nn�N+ �fi' -f ...'' P 4tM'i.W"'t Y1h AST' l i.'"' I 1 P t l p I .�� T . 1761 . ` LA „,401jer Site address (attach map and legal description showing hydrant location and size of main): t� Z r — i S / 5-0 5 — T Address* qr/Sg �8( This certificate Is for the purposes o : ❑ Residential Building Penult ❑ Preliminary Plat ❑ Commercial /Industrial Building Permit ❑ Rezone Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is ft. Area is served by (Water Utility District): Ow er /Agent Signature 1. The proposed project is within N (Use separate sheet if more mom is needed) 1 hereby certify that the above information Is true and correct. ' Kth Co, t&, tam . 0 - 12-C Agency 2C% /glfi RECEIVED NOV 01 2004 D C� L O pI �1ENT CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district Address: Phone: 2. No improvements required. 3. The improvements required to upgrade the water system to bring It into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of q000 gpm at 20 psi residual for a duration of 2 hours at a velocity of __, 8 _ fps as documented by the attached calculations. 5. Water availability: Egio• service can be provided to this project B ceptabIe service cannot be provided to this project unless the improvements in Item B - are met. stem is not capable of providing service to this project. Date This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." Permit Center /Buildi> Division: 206 -431 -3670 . Public Works Department: 206 -433 -0174 Planning Division: 206 -431 -3670 PERMIT NO.: ik Short Subdivisiont Z-e Other 9 —/V o (City /County) Date Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other a Short Subdivision ❑ Rezone Proposed Use: W Residential Single Family ❑ Residential Multi- Family.❑ •Commercial .,• .0 Other Applicants Name:T Phone: pa, cii_n — a Property Address or Approximate Location: Tax Lot Number: 1 4 - 2..— s 15c - - 004z oo -coq Legal Description(Attach Map and Legal Description if necessary): I--04- 11 -1 V -19 i3L-k ( C !-ko w,eTrS 2"—` L iia c4 List I-7 'T C,L3 to l .,L. c..> L_01 18 'TC.,L,3 L_ ° - l ci L e L 1C' O rt Part B: (To Be Completed by Sewer Agency) a . Sewer Service will be provided by side sewer connection only to an existing ( '� size sewer 1. Cit, , P,1'1 feet frertr the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. VA a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. cu 4. Service is subject to the following: PERMIT: $ — L � . a. District Connection Charges due prior to connection: GFC: $493FC: $ - UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1867.54 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: 0 Required ❑ May be Require c. Other: 1--0-1- i,J ex1 rc� \inn A. ;,- rw- t5 ' 'b p n - , 14816 MIlltary Road South P.O. Box 750 Tukwila, it 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 RECEIVED NOV 01 1004 D EV E M L OPMEN T CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY 6- Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereb certify that the above sewer agency information is true. This certification shall be valid for one year from a date of si . n ture. Title C /x/04 Date ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NONAVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the sewer system to provide sewer service to the Property,. the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer AvailabilitylNonAvailability and this Attachmpit, and fully understand the terms and conditions herein. Applicant's Signature Date 8953910011270798.0115SY601!.DOC (1/26/04) Title Unit: ETU Phone: (425)646-9883 Fax: Officer: 1. (425)646 -9879 EASTSIDE TITLE UNIT Commitment Effective Date: MAY 13, 2004 Policy or Policies to be issued: ALTA Owner's Policy 1992 STANDARD 70% RESIDENTIAL RESALE RATE Proposed Insured: PEDERSEN CLASSIC HOMES Policy or Policies to be issued: ALTA Loan Policy Proposed Insured: Policy or Policies to be issued: ALTA Loan Policy Proposed Insured: CI I1 TI'T'LE INSURANCE CC' '\ 'ANY `.05(X) N1 fin I, r! 1700, t31iI.t.EV UE, WA 98004 ' A.L.TA. COMMITMENT SCHEDULE A at 8:00 A.M. PREMIUM APPLICABLE 13E WEEN $260,(X)1.00 - S280,000.00 Amount: Premium: Tax: 2 . The estate or interest in the land which is covered by this Commitment is: FEE SIMPLE 3 . Title to the estate or interest in the land is at 1 he effective date hereof vested in: GARY R. GREEN, AS HIS SEPARATE ESTATE 4 . The land referred to in this Commitment is d as follows: SEE ATTAI:HED LEGAL DESCRIPTION EXHIBIT Order No.: 1137730 Your No.: GREEN /PEDERSON CLASSIC HOME Amount: $0.00 Premium: Tax: Amount: $0.00 Premium: Tax: $280,000.00 $ 735.00 64.68 Rt= ' NOV 01 20041 com muNITY M ENT H'I TAl'u Al ItUA W, CHICAGO TITLE INSURANCE COMPANY A.L.TA. COMMITMENT SCHEDULE A . (Continued) THE WEST HALF OF LOT 17, LOT 18, AND LOT 19; Order No.: 1137730 Your No.: LEGAL DESCRIPTION EXHIBIT (Paragraph 4 of Schedule A continuation) EXCEPT THE WEST 100 FEET THEREOF, BLOCK 1, SECOND ADDITION TO ADAMS' HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 90, IN KING COUNTY, WASHINGTON. C1_TACMA14RDA /V999 Schedule 13 of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. GENERAL EXCEPTIONS A. Rights or claims of parties in possession not shown by the public records. B. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey and inspection of the premises. C. Easements, or claims of easements, not shown by the pudic records. D. Any lien, or right to a lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the public records. E. Taxes or special assessments which are not shown as existing liens by the public records. F. Any service, installation, connection, maintenance, tap, capacity or construction charges for sewer, water, electricity, other utilities, or garbage collection and disposal. G. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. H. Water rights, claims, or title to water. CHICAGO TITLE INSURANCE COMPANY A.L.'FA. COMMITMENT SCHEDULE B Order Nn.: 1137730 Your No.: I. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records, or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. SPECIAI. EXCEPTIONS FOLLOW W A /IMi A 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORD.ING NUMBER: SAID EASEMENT MAY CONTAIN AN ERRONEOUS LEGAL DESCRIPTION. 2. PAYMENT OF THE REAL ESTATE EXCISE TAX, IF REQUIRED. THE PROPERTY DESCRIBED HEREIN IS SITUATED WITHIN THE BOUNDARIES OF LOCAL TAXING AUTHORITY OF CITY OF TUKWILA. .PRESENT RATE IS 1.78 %. ANY CONVEYANCE DOCUMENT MUST BE ACCOMPANIED BY THE OFFICIAL WASHINGTON STATE EXCISE TAX AFFIDAVIT. THE APPLICABLE EXCISE TAX MUST BE PAID AND THE AFFIDAVIT APPROVED AT THE TIME OF,THE RECORDING OF THE CONVEYANCE DOCUMENTS. 3. GENERAL AND SPECIAL TARE:, AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF 771E TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: 2004 TAX ACCOUNT NUMBER: 004200- 0095 -06 LEVY CODE: 2413 ASSESSED VALUE -LAND: $ 101,000.00 ASSESSED VALUE- IMPROVEMEDNTS: $ 116,000.00 GENERAL & SPECIAL TAXES: CHICAGO TITLE INSURANCE COMPANY A.L.TA. COMMITMENT SCHEDULE B (Continued) SPECIAL EXCEPTIONS Order No.: 001137730 Your No.: CITY OF TUKWILA STORM DRAINAGE THE DESCRIPTION] CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED. JULY 2, 2001 20010702001739 BILLED: $ 2,919.44 PAID: $ 1,459.72 UNPAID: $ 1,459.72 CI :IA CM III /RDA /u!Y) CHICAGO TITLE INSURANCE COMPANY A.L.TA. COMMITMENT SCHEDULE B (Continued) SPECIAL EXCEPTIONS Order No.: 1137730 Your No.: 4. TITLE IS TO VEST IN PEDERSEN CLASSIC HOMES, AND WILL THEN BE SUBJECT TO THE FOLLOWING MATTERS SHOWN AT PARAGRAPH(S) 5. • 5. WE FIND NO CORPORATION UNDER THE NAME OF PEDERSEN CLASSIC HOMES ON THE LIST OF ACTIVE CORPORATIONS IN THE OFFICE OF THE SECRETARY OF STATE. IT MAY NOT BE A LEGAL ENTITY CAPABLE OF HOLDING AN INTEREST IN REAL PROPERTY. EVIDENCE OF THE EXISTENCE OF SAID CORPORATION MUST BE SUBMITTED. • 6. IN THE EVENT THAT THE PROPERTY DESCRIBED HEREIN IS OCCUPIED BY A MARRIED PERSON AND SPOUSE AS A HOMESTEAD, THE CONVEYANCE OR ENCUMBRANCE OF THE PROPERTY MUST BE EXECUTED AND ACKNOWLEDGED BY BOTH HUSBAND AND WIFE, PURSUANT TO RCW 6.13 WHICH NOW PROVIDES FOR AN AUTOMATIC HOMESTEAD ON SIICH PROPERTY. H 7. THE LEGAL DESCRIPTION IN THIS COMMITMENT IS BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS DEFINED IN THE POLICY TO ISSUE. THE PARTIES TO THE FORTHCOMING TRANSACTION MUST NOTIFY THE TITLE INSURANCE COMPANY PRIOR TO CLOSING IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. s NOTE 1: A SURVEY HAS BEEN RECORDED UNDER RECORDING NUMBER 8809289003. NOTE 2: EFFECTIVE JANUARY 1, 199'/, DOCUMENT FORMAT AND CONTENT REQUIREMENTS HAVE BEEN IMPOSED BY WASHINGTON LAW. FAILURE TO COMPLY WITH THE FOLLOWING REQUIREMENTS MAY RESULT IN REJECTION OF THE DOCUMENT BY THE COUNTY RECORDER OR IMPOSITION OF A $50.00 SURCHARGE. FIRST PAGE OR COVER SHEET REQUIREMENTS: 3" TOP MARGIN CONTAINING NOTHING EXCEPT THE RETURN ADDRESS. 1" SIDE AND BOTTOM MARGINS CONTAINING NO MARKINGS OR SEALS. TITLE(S) OF DOCUMENTS. RECORDING NO. OF ANY ASSIGNED, RELEASED OR REFERENCED DOCUMENT(S). GRANTORS NAMES (AND PAGE NO. WHERE ADDITIONAL NAMES CAN BE FOUND). GRANTEES NAMES (AND PAGE NO. WHERE ADDITIONAL NAMES CAN BE FOUND). ABBREVIATED LEGAL DESCRIPTION (AND PAGE NO. FOR FULL DESCRIPTION). ASSESSOR'S TAX PARCEL NUMBER(S). RETURN ADDRESS (IN TOP 3" MARGIN). * *A COVER SHEET CAN BE ATTACHED CONTAINING THE ABOVE FORMAT AND DATA IF THE FIRST PAGE DOES NOT CONTAIN ALL REQUIRED DATA. CI.TACMB2 /RDA /0 /Y) CHICAGO TITLE INSURANCE COMPANY A.L.TA. COMMITMENT SCHEDULE B (Continued) SPECIAL EXCEPTIONS END OF SCHEDULE B Order No.: 1137730 Your No.: ADDITIONAL PAGES: 1" TOP, SIDE AND BOTTOM MARGINS CONTAINING NO MARKINGS OR SEALS. ALL PAGES: NO STAPLED OR TAPED ATTACHMENTS. EACH ATTACHMENT MUST BE A SEPARATE PAGE. ALL NOTARY AND OTHER PRESSURE SEALS MUST BE SMUDGED FOR VISIBILITY. FONT SIZE OF 8 POINTS OR LARGER. ALL INFORMATION MUST BE LEGIBLE AND CAPABLE OF BEING IMAGED. THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: PORTION OF LOTS 17, 18 AIJD 19, BLOCK 1, VOLUME 12 OF PLATS, PAGE 90. CI :MCA112JRUA /afn • MAIN STREET ESCROW LU (253)460 -3778 LOUDON REAL ESTATE, INC THERESA LOUDON (206)243 -8000 LOUDON REAL ESTATE, INC ROBIN M. LOUDEN (206)243 -8000 CHICAGO TITLE INSURANCE COMPANY A.L.TA. COMMITMENT SCHEDULE B (Continued) SPECIAL EXCEPTIONS L THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS COMMITMENT: 3/1 1/1 1/1 Order No.: 1137730 Your No.: CI:rACN142 /RDA /PA) Order Number:1137730 CHICAGO ITTLE INSURANCE COMPANY (Member of the Fidelity National Financial, Inc. group of companies) FIDELITY NATIONAL FINANCIAL GROUP OF COMPANIES' PRIVACY STATEMENT JULY 1, 2001 We recognize and respect the privacy expectations of today's consumers and the requirements of applicable federal and state privacy laws. We believe that making you aware of how we use your non - public personal information ( "Personal Information "), and to whom it is disclosed, will form the basis for a relationship of trust between us and the public that we serve. 'Phis Privacy Statement provides that explanation. We reserve the right to change this Privacy Statement from time to time consistent with applicable privacy laws. IN THE COURSE OF OUR BUSINESS, WE MAY COLLEC I' PERSONAL INFORMATION ABOUT YOU FROM THE FOLLOWING SOURCES: • From applications or other forms we receive from you or your authorized representative; • From your transactions with, or from the services being performed by us, our affiliates, or others; • From our Internet web sites; ' From the public records maintained by governmental entities that we either obtain directly from those entities, or from our affiliates or others; and • From consumer or other reporting agencies. OUR POLICIES REGARDING THE PROTECTION OF TII Ii CONFIDENTIALITY AND SECURITY OF YOUR PERSONAL INFORMATION We maintain physical, electronic and procedural safeguards to protect your Personal Information from unauthorized access or intrusion. We limit access to the Personal Information only to those employees who need such acce s in connection with providing products or services to you or for other legitimate business purposes. OUR POLICIES AND PRACTICES REGARDING THE SIL'sRING OF YOUR PERSONAL INFORMATION We may share your Personal Information with our affiliates, such a:. insurance companies, agents, and other real estate settlement service providers. We also may disclose your Personal Information: • to agents, brokers or representatives to provide you with s. rviccs you have requested; • to third -patty contractors or service providers who provide services or perform marketing or other functions on our behalf; and • to others with whom we enter into joint marketing agreements for products or services that we believe you may find of interest. In addition, we will disclose your Personal Information when you direct or give us permission, when we are required by law to do so, or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. One of the important responsibilities of some of our affiliated companies is to record documents in the public domain. Such documents may contain your Personal Information. RIGHT TO ACCESS YOUR PERSONAL INFORMATION A ND ABILITY TO CORRECT ERRORS OR REQUEST CHANGES OR DELETION Certain states afford you the right to access your Personal Information and, under certain circumstances, to find out to whom your Personal Information has been disclosed. Also, certain states afford you the right to request corm Lion, amendment or deletion of your Personal Information. We reserve the right, where permitted by law, to charge a reasonable fee to cover the costs incur red in responding to such requests. All requests must be made in writing to the following address: Privacy Compliance Officer Fidelity National Financial, Inc. 4050 C�allc Real, Suite 220 Santa Barbara, C.A 93110 MULTIPLE PRODUCTS OR SERVICES If we provide you with more than one financial product or service, • may receive more than one privacy notice from us. We apologize for any inconvenience this may cause you. • f IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. 2 113 79 14893, r s 7670 • as fto 73160s 73160sra 70 19 20614 J 0.2$ ![ 04 CI IICAGO TITL .SURANCE COMPANY 701 FIFTH AVENUE, #3400, SEATTLE, WA 98104 PHONE: (206)628 -5600 FAX: (206)623 -7463 161 71P 9, Sr 03 3J Cu) La. 1 ^7245•: n3 SJ Ma•o92r. LW 2 M (7207 05 "49 K66 3700 TU ar a 1 770 69 5 7D 39t4 5 707..1 Bi A 7 4: 79723• 18 40.1E VS 7 61.4 1SIOTH P) d i• cc n,. /. KC SP 43115 No $80091 2 7211/z 1 . i 118790s 4 83150s 4300/5 2788/s tP tp. 903 1032005 • v 11079 8 d 17B'_B0s 5 AHX 3 7,129 ae 73 cF - 34874as 3 32 30 66329 is 25 I AHX 1 16 V137 3 i A MAP /ttDA /vin EXCLUSIONS (Cont'd.) • Any claim, which arises out oL ,, transaction vesting in the Insured the ester���� ,I interest insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that is based on: s.. (i) the transaction creating the estate or interest insured by this policy being deemed a fraudulent conveyance or fraudulent transfer; or (ii) the transaction creating the estate or interest insured by this policy being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument of transfer; or (b) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. ALTA LOAN POLICY FORM (10- 17 -92) The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separa- tion in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encum- brance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy (except to the extent that this policy insures the priority of the lien of the insured mortgage over any statutory lien for services, labor or material); or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage. 4. Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy, or the inability or failure of any subsequent owner of the indebtedness, to comply with applicable doing business laws of the state in which the land is situated. 5. Invalidity or unenforceability of the lien of the insured mortgage, or claim thereof, which arises out of the transaction evidenced by the insured mortgage and is based upon usury or any consumer credit protection or truth in lending law. 6. Any statutory lien for services, labor or materials (or the claim or priority of any statutory lien for services, labor or materials over the lien of the insured mortgage) arising from an improvement or work related to the land which is con- tracted for and commenced subsequent to Date of Policy and is not financed in whole or in part by proceeds of the indebtedness secured by the insured mortgage which at Date of Policy the insured has advanced or is obligated to advance. 7. Any claim, which arises out of the transaction creating the interest of the mortgagee insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that is based on: (i) the transaction creating the interest of the insured mortgagee being deemed a fraudulent conveyance or fraudulent transfer; or (ii) the subordination of the interest of the insured mortgagee as a result of the application of the doctrine of equitable subordination; or (iii) the transaction creating the interest of the insured mortgagee being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument of transfer; or (b) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. STATE OF WASHINGTON COUNTY OF KING EXECUTED at ill K /,I) J LM CITY OF TUKWILA Department of Communiry Development 6300 Southcenter Boulevard Tukwila, WA 98188 Telephone: (206) 431 - 3670 FAX (206) 431 - 3665 E - mail: tuknlan(a?ci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its emp og�eeeess agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 143O s • SO i for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any Toss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. The City shall, at its discretion, cancel the application without refund of fees, if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. (city), `!/l r (state), on 9 - i � 04 / Ce N (Print Name) 45 1 /QC C 2 :7" tug (Address) / 1 GA) UM CSC /L() W4 . ni dZ (Phone Nu p r) 3 (0 -- S? / - '36 (Signature) / On this day personally appeared before me G H12-t( • G 1 - -E#% to me known to be the individual who executed the foregoing instrument and acknowledged thO/she signed the same hi er voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS i DAY OF _,A / I 20 b LIC in and for the State of Washington -17(.16,11-04-- My Commission expires on/14e residing at ss 20 I/ ! 3 / c i J RECEIVED NOV 01 2004 DEELOA _ q5r �• i 41St . • 111 5 � .., _ 40 l _ _ _. p �� 1 p — o Mr 1 '- 4 1 H H E —<— o o, cwc IKOMili 00, - - atlo _AV S -- • i H 3 rY N) 4 - - - y`�� N co A N N A J4400 S • •A . .' to s � n ' sv V� r • - ^ �r ' t T 44TH c A i A A . L ± 46TH R — — — - --Baal 4 5 'MAT 4 ` S S a w Kt I I1 L L S IAN ! !�. . S 4 N. ' • 'a w 4 t tin ,F'� ' T . �"V�firj ^�' 1 I:— � 4 481H AY S' • m Ar S AV S " A AV E a s � EIS saw nn . 43RD ^� " ` 1 R - 0000/ 6 l _�� /� u•' ww N -• d . I t �a�� l G dl 0 0° I T I SAM � _ ' T s j , n ({�` , ` ; ' a . . .(i ti O SI AAY S S f "— . p 4J H - -‘..o i - ANDOVER P ..1 -- ■ ■ . ._. _ _.. • � P 11 IN ANDOVER P PK _ _ s t t � 64TH - - AV , ,4 S 4 cza B --Si K S1 110 *W %AP ltit V�+ 1 t ')'i4 335 ',ONnoS"13911d :] CTI THICKENED EDGE CURB (SEE DETAIL) 0.5' 0 BACK OF WEDGE SITE DATA FLOW LINE TO BE . DIRECTED TO CATCH BASIN AS SHOWN ON PLAN PRIVATE ACCESS R OAD JOINT ACCESS N.T.S. AREA: 1.56 ACRES - 67,798 SF PROPOSED NO. LOTS: 4 PROPSED DENSITY: 2.56 UNITS /ACRE ZONING: WI? - PROPOSED USE: SINGLE FAMILY, DETACHED MIN. LOT SIZE: SF AVE. LOT SIZE: SF ASSESSOR'S NOS.: 004200 -0095 SETBACKS: 20' FRONT (GARAGE) 10' FRONT (HOUSE) (BOTH FROM ACCESS EASEMENT LINE) 10' REAR 5' SIDE AREA IN SENSITIVE AREA EASEMENT: 24,282 SF GRAPHIC SCALE 20 0 10 20 40 (IN FEET ) 1 inch = 20 ft. 2' COMPACTED DEPTH _ CLASS '8' ASPHALT 1 1/2' MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 1/2' MIN, COMPACTED DEPTH CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. NOTES: 80 2' 2' ASPHALT CONC. PAVEMENT SET ROAD SECTION MR SUB -BASE REQUIREMENTS / ..III■ T J THICKENED EDGE ASPHALT DETAII, NOT To SCALE 1. THERE SHALL BE NO LOTS WITH A SEPARATE DRIVEWAY ACCESS DIRECTLY FROM S. 150th ST. 2. 'LOTS 11. 2. 3 & 4 SHALL HAVE ACCESS FROM THE PRIVATE ACCESS ROAD. THESE 4 LOTS WILL ALSO HAVE EQUAL MAINTENANCE RESPONSIBILITY FOR THE ROAD. 3. LOTS 11, 2. 3. & 4 SHALL HAVE EQUAL AND JOINT RESPONSIBIUTY FOR. THE PRIVATE DRAINAGE SYSTEM. I 4, LOTS /2, 13 & 1 SHALL BE EQUIPPED WITH A FIRE SUPPRESSION SPRINKLER SYSTEM. 5. ALL NEW HOUSES SHALL HAVE ROOF /GUTTER DRAINS THAT ARE. PIPED DIRECTLY INTO THE PRIVATE DRAINAGE SYSTEM. PIPING CONNECTION FROM THE HOUSE SHALL BE A PERFORATED PIPE CONNECTION PER THE CITY STANDARD DETAIL Elevation Datum per Sewer Mh #20 -9 on South 148th St. - rim elevation = 277.7 Schroeter Land ie Surveying PROFESSIONAL LAND SURVEYORS PII Box 813. Seorurst. 4oshington 98062 (206) 242 -6621 FAX (206)243 -9679 A Portion of the Northeast Quarter, Section 22, Township 23 North, Range 4 East South end 36'cp top =226.4' Bowline = 222.4 stream = 221.8 set RR spike In asphalt It creek an' ArcFSS • dr UTILITY H cu reel• Found 3/4' pipe 0.41' west o6 line Line of Ordinary High Water as marked ' by John Altmann Ecologist '' ,��, creek + r o r) • P7T pole w/UG drop 1." " (14218) II curb cut li SE corner I metal building EX. CB (TYPE 1) RIM: 215.5 Found rebarw /cop {18213••. 0,27 south 24- 0A2'_west . of cote - position. i east end-5 ..\ \I - -s 0. & 0.1'. west . `. 4 _ 4. S r. VC Concrete durbin_ flowline down 0.5' (TYP) 157.47 97.47 r - --1 \ e + \ I g r V 55.?9 - --7 FI I I 1 135.79 I EASEM L - J Existng TO MOVED I '•• House RE t, � �14230 J q �1 • 140' -12" CPEP r.� 0 5.38% ' EXIST. SIDE _ rSEWER (TO BE i \ /SEWER guard ra 5 to' be dedicot d - to the City of T kwilo EX. CB (TYPE 1) RIM: 213.4 LEGAL DESCRIPTION 20' WIDE PRIVATE ROAD 221.41 INSTALL NEW C OVER EXIST. 12' PIPE THE WEST HALF OF LOT 17. LOT 18, AND LOT 19, EXCEPT THE WEST 100 FEET THEREOF, BLOCK 1, SECOND ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS. PAGE 90, IN KING COUNTY, WASHINGTON. ELEVATION DATUM PER SEWER NH #20-9 ON SOUTH 148114 STREET: ELEVATION = 277.7 FEET THICKENED EDGE FLOW LINE • THICKENED EDGE FLOW LINE EX SSMH / RIM: 216.5 EX. DRIVEWAY TO BE USED AS POND ACCESS NEW CB 11 (TYPE 2-54') - W/ FLOW RESRICTOR RIM: 220.0 IE: 215.0 PI ' is 'PI m e n A 0 NEW WATER METERS FOR LOTS 2,3 & 4 2' TO 6' HIGH ROCKERY 6' SIDE SEWER M of c\eo ze_ "`` END FIRE DEPT. TURNAROUND '✓ (ACCESS EASEMENT) 6' SIDE SEWER END PRIVATE ROAD 0. EW CB #3 (TYPE 1) RIM: 228.0 IE: 225.0 FxIsting House 14306 'EW CB #2 (TYPE 1) RIM: 222.0 IE: 217.5 ' EX. 8'. SAN - � CFWFR s 20' WIDE DRIVEWAY CURB CUT VICINITY MAP NTS 0 \ c . EX CB (TYPE 1) RIM: 219.6 _ 'u • \ \ t.L W 'Y" 20' WI PRIVATE DE ASPHALT ROAD / ospt alt ' I- \" \r.:'e \a•>t� � �+-y / ..f 4 W� �s�N. \ W De'` ' bRAINAGE DETENTION' LEVEL' P TIFTFTION STANDARD POND WITH 3:1 SIDE SLOPES ELEVATIONS g "off TOP+ 219.0 DESIGN WATER LEVEL 218.0; AREA= 3763 SF BOTTOM: 215.0 AREA= 1715 SF VOLUME PROVIDED' 8217 CF VOLUME REQUIED: 6805 CF WATER' QUALITY' WETPOND BELOW DETENTION STORAGE TOP WETPOND ELEV. 215.0, AREA= 1715 SF BOTTOM WETPOND ELEV: 211.0, AREA 183 SF VOLUME PROVIDED' 3796 CF VOLUME REQUIRED 2655 CF REN90NS 0 z W o rn W6:P, °o O O t V N P1 • z : S W o.: 6 tn 2 / W E D T V W ' i 7 Q 2 0, A ti } CC 0 = O (o " O Cc : W O O = N ? (.3 0 O g a_ OAT[: 9/3/04 SCALE: 1' = 20' DESIGN BY: JJJ DRAM. BY: JJJ APP. BY: JOB No. SHEET I CF' 1a° soot L Z I I 0 () Q) 1 - D c N - - �CI I Y U1 — I UKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE :NO.� So. 146th Street Found brass pin in concrete on case — 2/19/04 1 74.40' 153.24' 91.00' 56.01' East line of the west 1/2 of Troct 17 49.49' — N 0106'08" E Basis of Bearing 663.99' meas. 663.89' Plat 663.72' KCAS So.148th Street Found brass pin in concre e on case — 2/19/ )4 ro /__---Colculated intersection by projecting line southerly from So. 148th street e 1/2 the distance measured to the North 1/4 corner. RECORDER'S CERTIFICATE filed for record this day of 20 at M in book of at page at the request of 228.52' colc. LOT 1 = 28,011 sq.ft. (excluding easement) LOT 1 = 31,295 sq.ft. (including easement) LOT 2 = 6,520 sq.ft. (excluding easement) LOT 2 = 8,709 sq.ft. (including easement) _ LOT 3 = 8,706 sq.ft. (excluding easement) LOT 3 = 9,033 sq.ft. (including easement) LOT 4 = 18,583 sq.ft. (excluding easement) LOT 4 = 18,786 sq.ft. (including easement) INGRESS, EGRESS. AND UTILITIES EASEMENT = 6,003 sq.ft Tr (2) Found•rebar w /cap #16213 0.27' south & 0.02' west of calm position. east end 5' CL fence is 0.1' south & 0.1' west O rD Found 3/4" pipe z 0.41' west of line Line of Ordinary High Water as marked by John Altmann Ecologist 019) set RR spike in asphalt LAND SURVEYOR'S CERTIFICATE , registered as o land surveyor by the State of Washington, certify that this plat is .based on an actual survey of the land described herein, . conducted by me or under my supervision; that the distances, courses_ and angles are shown thereon correctly, and that monuments other than those monuments approved for setting at a later date, have been set and lot corners stoked on the ground as • LEGEND Concrete Monument in Case Monument Bronze;. plug Tack in Lead or Nail & Disk 0 Set rebar w /cap #23604 Found pipe or rebar 221.21' IExistin ;House #4230 to be removed p I 5' to be dedicated to the 2ity.of:Tukwila , 25.00 r I SURVEY FOR: 13) S88'05'43 "E 221.41' N881'09'0 "_ Se 1 _ 100.4 W fa _ 0 , Storm Drainage", I s, Easement . x‘i. Pedersons Classic Homes 2623 So. 144th Street SeaTac, WA L- — 41-9 0. 9 N88'0 '03 "W SCALE: LOT 1 (77) N88'09'O2 "W J — 56.96' 227.29" _ ��1 _ — — 64 � / 221.29 • So. 750th Street 1 inch = 30' ft. 111111 1 1 1 1 1 30' 60' PORTION OF SW 1 /4 of _NE _1 /4, S. T.23 _N. R•4 _E., W.M. (4) 1 7 I M easement —�I o a 0 0 North margin per plat NOTES: 1. THERE SHALL BE NO LOTS WITH A SEPARATE DRIVEWAY ACCESS DIRECTLY,: FROM • S. 150th ST. 2. LOTS #1, 2, 3 & 4 SHALL HAVE ACCESS FROM THE PRIVATE ACCESS ROAD. THESE 4 LOTS WILL ALSO HAVE EQUAL MAINTENANCE RESPONSIBILITY FOR THE ROAD. 3. LOTS #1, 2, 3, & 4 SHALL HAVE EQUAL AND JOINT RESPONSIBILITY FOR THE PRIVATE DRAINAGE SYSTEM. 4. LOTS #2, #3 & #4 SHALL BE EOUIPPED_ A FIRE . ..... SUPPRESSION SPRINKLER SYSTEM. 5. ALL NEW HOUSES SHALL HAVE ROOF /GUTTER DRAINS THAT ARE PIPED DI>CTLY INTO_ THE..PRLVATE DRAINAGE. SYSTE PTPING CONNECTION FROM THE HOUSE SHALL BE A PERFORATED PIPE CONNECTION PER THE CITY STANDARD DETAIL. 6. Field data for this survey was obtained by direct field measurements. Angular and lineor relationships were measured with a six second theodolite and electronic measuring device, supplemented by a steel tape. this survey meets or exceeds the standards contained in. WAC 332 -130 -090. 7. City of Tukwila Storm Drainage Easement Rec. . #20010702001739. Description on document is insufficient for : locating easement. , SETBACKS: 20' FRONT (GARAGE) 10' FRONT (HOUSE) ...(BOTH FROM ACCESS EASEMENT LINE) 10' REAR 5' SIDE easphalt u; N DWN. BY ,Existing 'HOLSe #4306 0 LAW CHKD. BY 6' wood fence is 0.6' east New Private 20' Easement for ingress, egress and utilities Subject to Droinage and Private Road Maintenance Covenant Rec. # • vv DATE 10/26/04. DATE FIELD 6/1/04 SCALE 1 "= 30' w J O SCHROETER ®LAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, Seahurst, Washington 98062 (206) 242 -6621 FAX (206)243 -9679 JOB NO. 463/7 PROJECT NO. 04066sp SHEET 2 OF CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. DECLARATION Know all men by these presents that we, the undersigned, owner(s) in fee simple of the lond herein described do hereby make a SHORT PLAT. The undersigned further declare this SHORT PLAT to be a grophic representation of soid SHORT PLAT of soid and same is mode with the free consent and in occordance with the desire of the owner(s). IN WITNESS WHEREOF we set our hands and seals. Nome Nome ome Nome Nome Name State of Washington County of On this day personally appeared be fore me __ ___ to me known to be the individual who executed the foregoing instrument and acknowledged the he /she signed the some as his /her voluntary act and deed for the uses and purposes mentioned therein. GIVEN under my hand o seal this doy of Signature Nome as commissioned Title My uppointment expires Stote of Washington County of On this day personally oppeared be fore me to me known to be the individual who executed the foregoing instrument and acknowledged the he /she signed the some as his /her voluntary act and deed for the uses and purposes mentioned therein. GIVEN under my hand a seal this day of Signature Nome as commissioned Title My appointment expires RECORDER'S CERTIFICATE filed for record this day of 20 at M in book of at page at the request of Mgr. Supt. of Records APPROVALS: Chairman, Snort Subdivision Committee NEW LEGAL DESCRIPTIONS LOT 1 Reviewed and approved by the Short Subdivision Committee . and hereby certified for filing this ____day of _____ DEPARTMENT OF ASSESSMENTS Examined and approved this __ doy of Assessor Deputy Assessor Accoun Number _ 004200- 0095 EXISTING LEGAL DESCRIPTION THE WEST HALF OF TRACT 17, TRACT 18, AND TRACT 19, XCEPT THE WEST 100 FEET THEREOF, BLOCK 1. SECOND ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, IN KING COUNTY, WASHINGTON. THE SOUTH 131.30 FEET OF THE FOLLOWING DESCRIBED PROPERTY: THE WEST HALF OF TRACT 17, TRACT 18, AND TRACT 1 9, EXCEPT THE WEST 100 FEET THEREOF, BLOCK 1, SECOND ADDIT101( 0 ADAI HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN 'VOLUME 12 OF PLATS, PAGE 90, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 5.00 FEET THEREOF. LOT 2 THE NORTH 60.00 FEET OF' THE SOUTH 181.30 FEET OF THt FOLLOWING DESCRIBED PARCEL: THE WEST HALF OF TRACT 17, TRACT 18, AND TRACT 19, XCEPT THE WEST 100 FEET THEREOF, BLOCK 1, SECOND ADDITION TO ADAMS HOME TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, IN KING COUNTY, WASHINGTON; LOT 3 THE NORTH 60.00 FEET OF THE SOUTH 246.30 FEET OF TI-E FOLLOWING DESCRIBED PARCEL THE WEST HALF OF TRACT 17, TRACT 18, AND TRACT 19, EIXCEPT THE WEST 100 FEET THEREOF, BLOCK 1, SECOND ADDITION TO ADAMS HOME TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, IN KING COUNTY, WASHINGTON. LOT 4 20' EASEMENT FOR INGRESS, EGRESS AND UTILITIES: LAND SURVEYOR'S CERTIFICATE • registered as a land surveyor by the State of Washington, certify that this plot is based, on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles ore shown thereon correctly, and that monuments other than those monuments opproved for setting at a later dote. have been set and lot corners staked on the ground as depicted on the plot. THE WEST HALF' OF TRACT 17, TRACT 18, AND TRACT 19, EXCEPT THE WEST 100 FEET THEREOF, BLOCK 1, SECOND ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 251.30 FEET THEREOF'. THAT PORTION OF THE WEST HALF OF TRACT 17 AND TRACT 18, BLOCK 1, SECOND ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90. IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF THE WEST HALF OF TRACT 17, NORTH 01'08'03" EAST 5.00 FEET FROM THE ORIGINAL (NORTH MARGIN OF SOUTH 150TH STREET; THENCE CONTINUING NORTH 01'08'03" EAST, 251.34 FEET; THENCE NORTH 88'09'03" WEST 20.00 F 'T; THE( E SOUTH 01'08'03" WEST 29.67 FEET TO A POINT OF CURVATUkt; TF1IENCt ON A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET, AN 'ARC OF 39.61 FEET; THENCE NORTH 88'09'02" WEST 40.18 FEET; THENCE SOUTH 01'08'03" WEST 20.00 FEET; THENCE SOUTH 88'09'02" EAST 40.81 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET, AN ARC OF 38.92 FEET; THENCE SOUTH 01'08'03" WEST 151.66 FEET; THENCE SOUTH 88'09'02" EAST 20.00 FEET TO THE POINT OF BEGINNING. SURVEY FOR Pedersons Classic Homes 2623 So. 144th Street SeaToc, WA RECORDING NO. SCALE: 1 inch = ft DWN. BY CHKD. BY LAW 111111 1 0 VOL. /PAGE PORTION OF _ SW /4 of NE 1/4 S. 22 __ T 4 - -E., W.M. RECEIVED NOV 01200k' COMMU . .. DEVELOPMENT SCHROETEROLAND ''SURVEYING PROFESSIONAL LAND SURVEYORS PA. Box 813, Seohurst ,.Washington98062.(206) 242 -6621 FAX (206)243-9679 DATE 10/26/04 DATE FIELD 6/1/04 SCALE JOB NO. 463/7 PROJECT NO. 04066sp SHEET 1 . OF 2 CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. So. 146th Street Found brass pin in concrete on cose - 2/19/04 N 01'06'08" E Basis of Beoring c • 663.99'. meas. 663.89' Plot 663.72' KCAS ,n o P co • So.148th Street i Found brass pin in concre e on case - 2/19/u4 Mgr. d � Colculoted m ersecTioh by -- southerly from So. 148th street 0 1/2 the distonce measured to the North 1/4 corner. RECORDER'S CERTIFICATE filed for record this day of 20 of M in book :......... of of page .........at the request. of Supt. of Records 5 H 228.52' colc LOT AREAS LOT 1 = LOT 1 = LOT 2 = LOT 2 = LOT 3 = LOT 3 = 25.427 sq.ft. 27.953 sq.ft. 11,296 sq.ft. 13,281 sq.ft. 11.289 sq.ft. 13,282 sq.ft. LOT 4 = 13.207 sq.ft (excluding easement) LOT 4 = 13,307 sq.ft (including easement) EASEMENT = 6,605 sq.ft • t v f t , G 1290 Val' (excluding easement) (including easement) (excluding easement) (including easement) (excluding easement) (including easement) Easement & Buffer Line (35' stream, 25' wetland) L ) 0 1 � � SURVEYED EDGE \ ( OF WETLAND 1 Line of Ordinary / \�\ I Stream High Water \ \ I I as marked \ \ \ 1 by John Altmann Ecologist Found 3/4" pipe 0.41' west of line set RR spike —\ in ospholt 0 w a O z O 0 LAND SURVEYOR'S CERTIFICATE , registered as o land surveyor by the State of Washington, certify that this plot is based on an octuol survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly, and that monuments other than those monuments approved for setting at a later, date, hove been set and lot corners staked on the ground as depicted on the plot. LEGEND • Concrete Monument in Case T Monument Bronze plug p( Tack in Leod or Nail & Disk O Set rebor w/cop #23604 • ( Found pipe or rebor ound rebor` /cap Ig16213 0.27' south &. 0.02' west of cold position. east erld 5' CL fence is 0.1' south & 0.1' west I I i I 0 i E l a„ o�f� P I\ 4 \ \ 1 Line of 0 dinory \ \ Stream High Water ------_____\--- ' \ as morkeel \ \ by John Altmann \ Ecologist \ \ 5' to be dedicated \ to the City of Tukwila\ -- N88'09'02 "W 221.29 SURVEY FOR: Existing House #4230 To be remove 221.41 LOT4 TN88'09'02'w '43" 221.39' »O' 19 18 / \ \ 221.34' N88'09'02" LOT So. 1501h Street Pedersons Classic Homes 2623 So. 144th Street SeaTac, WA 81L23' S88 5'43 "E 'LOT 3 existing shed r° N8 b :09 re 'O rn 2 ° ":7 . 3'09'02 "W 221.36' 010- 3k 40.81' Z ' N88'09'02 "W LOT 2; 17 DRAINAGE EASEMENT y o 76.96' RECORDING NO. PORTION OF N88 "W n olio ca of ' .� X 0 t.o ,� �i/ o R' / 0 0 CD P = 0 IA SCALE: 1 inch = 30' ft. __1/4 of .J_1/4, S. _22 _ T.23 _N., R._4 _E., W.M. 0 0 0 0 0 NOTES: .-6 7 rExisting .," se, m House ∎ :e „o # A 1 O o co N 1. THERE SHALL BE NO LOTS WITH A SEPARATE DRIVEWAY ACCESS DIRECTLY FROM S. 150th ST. 2. LOTS 11, 2, 3 & 4 SHALL HAVE ACCESS FROM THE PRIVATE ACCESS ROAD. THESE 4 LOTS WILL ALSO HAVE EOUAL MAINTENANCE RESPONSIBILITY.FOR THE ROAD. 3. LOTS 11, 2, 3, & 4 SHALL HAVE EOUAL AND JOINT SPONSIBILITY FOR THE PRIVATE DRAINAGE & . SYSTEM. �. ` ( 4.J L 13 14 SHALL BE EOUIPPED WITH A FIRE 7- UPPRESSION SPRINKLER SYSTEM. \c 5. ALL NEW HOUSES SHALL HAVE ROOF /GUTTER DRAINS THAT ARE PIPED DIRECTLY INTO THE PRIVATE DRAINAGE SYSTEM. PIPING CONNECTION FROM THE HOUSE SHALL BE A PERFORATED PIPE CONNECTION PER THE CITY STANDARD DETAIL. 6. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a six second theodolite and electronic measuring device, supplemented by a steel tape. this survey meets or exceeds the standards contained in WAC 332 -130 -090. 7. City of Tukwila Storm Drainoge Easement Rec. 3 120010702001739. Description on document is o insufficient for locating easement. asphalt 6' wood fence is 0.6' east CHKD. BY OWN. BY New Private 20' Easement for ingress, egress and utilities Subject to Drainage and Private Road Mointenonce Covenant Rec. # SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, Seahurst, ashington 98062 (206) 242 -6621 FAX (206 )243-9679 LAW 0 VOL./PAGE 111111 1 1 1 1 I 30 60 SETBACKS: 20' FRONT (GARAGE) 10' FRONT (HOUSE) (BOTH FROM ACCESS EASEMENT LINE) 10' REAR 5' SIDE DATE 10 /26/04 DATE FIELD 6/1/04 ;CALF 1" = 30' SHEET 2 OF w 0 0 1 0 JOB NO, 463/7 PROJECT NO. 04066sp