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HomeMy WebLinkAboutPermit L03-004 - MARSH JAMES AND STEPHANIE - MCMICKEN HEIGHTS SHORT PLATL03-004 MCMICKEN • HEIGHTS 4724 S 164TH ST August 22, 2003 James and Stephanie Marsh 15849 47 Avenue South Tukwila WA 98188 Dear Mr. & Ms. Marsh: 1. Preliminary Approval sal Cizy of Tukwila NOTICE OF DECISION RE: Short Plat L03 -004 LAND DIVISION LAND DEVELOPMENT 4724 South 164 Street, Tukwila WA 98188. There are three basic steps in the short plat approval process: Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director The Short Subdivision Committee has completed review of your short plat application (No. L03- 004), and determined that it complies with all applicable City code requirements. The City's SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. 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. 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. Page 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 General z Utilities s z ,I.- w Ce a. Drainage design for Lots 1 and 2 shall meet City of Tukwila Surface Water Ordinance 6 D Requirements. Contact the Tukwila Public Works Department for submittal and design o O requirements. w = J I- b. Pursuant to the "underground ordinance" of the City of Tukwila, all utilities shall be placed co p underground. 2 J c. Extension of the sewer and water lines to the lots shall be approved by the appropriate co a = w F- _ zE- d. Verify if 10' Val -Vue sewer easement has been recorded at King County. Show recording z o U � O N 0 1- w u I-F a. Extend new 20' ingress, egress and utilities easement to include the south portion of Lot 2. "-- O z Provide draft copy of ingress, egress and utilities easement document, for review by the v u) city's Public Work's department. The approved easement document must be recorded at o I King County recorder's office. The driveway shall not exceed 15 percent in slope. z utility. As -built plans shall be provided to the Public Works Department. number if available. PRELIMINARY APPROVAL CONDITIONS b. Provide the following notes on the short plat site development plan: i) To comply with Geotechnical Engineering Evaluations, by Bruce S. MacVeigh, P.E., dated 9/12/02, 9/13/02, 6/3/03 and subsequent geotechnical evaluations and reports. ii) No runoff including downspouts, shall be infiltrated into the ground through "dry wells" or perforated infiltration pipes and trenches. c. 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. d. Submit a set of recording documents in either legal or record of survey format that meet the King County Recorder's requirements. The survey map must be revised to reflect the changes as shown on the attached redlined map. Also, show the address for lots 1 and 2 on Short Plat L03 -004 Page 2 the mylar for recording (Lot 1 -4724 and Lot 2- 4722). The surveyor's original signature must be on the face of the plat. e. Owner shall provide a draft Sensitive Area Covenant and Hold Harmless Agreement, for review by the City's Public Works department. The approved agreement shall be recorded at King County recorder's office prior to final recording of the short plat. This short plat approval decision is appealable to the Hearing Examiner. 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 (09/12/2003). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. If no valid appeals are filed within the time limit the decision of the Department will be final. Appeal materials shall include: 1. The name of the appealing party. • 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. 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 steps for you are Short Plat L03 -004 APPEALS a) Apply for the Public Works permit approval to construct infrastructure. Civil site plans shall be designed per City of Tukwila standards, details and specifications. An Page 3 Expiration 3. Recording Short Plat L03 -004 infrastructure design and construction standard manual is available at the Public Works Department. b) Provide a draft copy of the ingress, egress & utilities easement document for review by the City's Public Works department. After the document is approved it must be recorded at the King County Recorder's office prior to the recording of the short plat. c) Provide a draft copy of the Sensitive Area Covenant and Hold Harmless agreement, for review by the City's Public Works department. After the document is approved it must be recorded at King County Recorder's office prior to the recording of the short plat. d) Submit the necessary short plat documents (survey, legal descriptions, and other required paper work) with revisions made as shown on the redlined plat drawing. The documents must meet the King County Recorder's requirements. The surveyor's original signature must be on the face of the plat. z ;�. z w • 2 00 co _ _ �L w 0 2 g ¢ ci). a: h ..w z z° uj After the documents have been found to be in order, and the all of the requirements of the 0 co short plat have been met, the Chair of the Short Subdivision Committee signs your short w w plat which constitutes a grant of final approval. L -!- - O W Z co ~ The final approved short plat must be filed with the King County Department of Records by August . z 22, 2004, 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. 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. 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 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. Page 4 Sincerely, 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 Enclosures: Redlined plat drawing and site plan. cc: Jim Morrow, Public W ks Director (please initial your approval) Tom Keefe, Fire Chief (p initial your approval) King County Assessor, A counting Division Valvue sewer district Highline Water district Short Plat L03 -004 Page 5 MEMORANDUM TO: PLANNING DEPT. — Minnie Dhaliwal, Senior Planner FROM: PUBLIC WORKS DEPT. - David McPherson, Development Engineer DATE: October 14, 2003 SUBJECT: McMicken Heights / Marsh — 2 Lot Short Plat 4724 S. 164 Street Short Plat, and Miscellaneous Comments Short Plat - L03 -004 Final short plat is complete for Public Works, if the following comments are addressed. 1. Revise sheet 1 of 2 per redlined comments — enclosed. 2. Sensitive Area Covenant and Hold Harmless Agreement has been signed by Owners and City. Shall be recorded at King County prior to recording of Final Short Plat. I have the original in my office. Miscellaneous Comments 1. Public Works reviewed draft of new 20' Ingress /Egress & Utilities easement. It was okay to record this private easement /agreement, however, the recording no. should be written on the Short Plat Map — see enclosed. 2. The owner can pave the driveway under the Building Permit for Lot 2. This work will be completed under permit no. D02 -191. Prior to paving, the applicant should call the Public Works Department for an inspection. • MEMORANDUM TO: PLANNING DEPT. — Minnie Dhaliwal, Senior Planner FROM: PUBLIC WORKS DEPT. - David McPherson DATE: August 5, 2003 SUBJECT: McMicken Heights / Marsh — 2 Lot Short Plat 4724 S. 164 Street Short Plat, and Miscellaneous Comments Short Plat - L03 -004 Short Plat Survey Site Plan Preliminary short plat is complete for Public Works, if the following comments are addressed. 1. Verify if 10' Val -Vue sewer easement has been recorded at King County. Show recording number, if available. 2. Extend new 20' ingress, egress, & utilities easement to include the South portion of Lot 2. Provide draft copy of ingress, egress, & utilities easement document, for review by Public Works. Easement to be recorded at King County. 3. Revise sheets 1 and 2 of 2 per redlined comments — enclosed. Miscellaneous Comments Short Plat Site Development Plan 1. Provide note on short plat site development plan, to comply with Geotechnical Engineering Evaluations, by Bruce S. MacVeigh, P.E., dated 9/12/02, 9/13/02, 6/3/03 and subsequent geotechnical evaluations and reports. 2. Provide note on short plat site development plan, that no runoff, including downspouts, shall be infiltrated into the ground through "dry wells" or perforated infiltration pipes and trenches. : z a F - = z et 2 ~ w J U . 00 U) w ' w z J F- � w w u. a = w t- = z � � z1- U C • 1- w w 10 O . w z O~ z Miscellaneous Permit 1. Applicant/Owner shall provide a draft Sensitive Area Covenant and Hold Harmless Agreement, for review by Public Works. Final agreement shall be recorded at King County. 2. The applicant shall apply for Public Works permit approval to construct infrastructure. 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. 20011002001354 Grantor(s) Find and t+idala lnthrd) Grantee(s) (Last, F1rst Ina Middle I mao CIibPDF - www.fastio.com Di g fit -. 4" f RECEIVEll CITY OF TUKWILA J U L 2 4 2003 PERMIT CENTER . r 'ti�1'kas�prmt w type-14ormanon Oodiniefitiritlefil cve Reference Numbers(s) of relataloci ts,. ,- � * 'v. j = .F ", . • k . :�: Addmonal Reference r3 on page Addfnornt grantors on page _ Additional grantees on page Legal Description (abbreviated torn i.e. tot, block, plat or section, township, range, quarter /gnarter) Assessor's Property Tax Parcel/Account Number Add>tioml legal >a oa page — Addaronal parcel N's on page The Auditor/Recorder all rely on the mfoamnn/n provided on tins form. The staff will not read the document to Terror the accuracy or completeness of the mdeerg mformabon prowled herein z Hz re w QQ � Jo 0O J ( w 2 u. — a ~ _ z H O w ~ uj 0 0- 0 F- lit W - O ..z w U= O 1— z /7 ) , 4/'171 4 `-�- x i` DECLARA'ITI�N EA SEA AND MAINTENANCE. AGREEMENT . j - 6' 6.�e: / t . _' r.. il ' 7 I F # 1 yf -a- M i t i . .,,.,�' 'K. -.�,f .1 ` •� . / f T ° .' 1 THIS AGREEMENT I r A r1A F `HE A D as appears below by and between . ly1ESFTN ALEMA.YEHU KASSt ,apngle4a (hereafter Kassa) and JUNE A -c• ,' y �� . I `' / assLiowner of the following described real estate, situated in King County, -,,....V sl ni=derAcribed as follows: r : ~ + Thatipoirh n lif.the�n east quarter of Section 27, Township 2.3 north, Range 4 east, =�V M. lull King Couiitj; Washington, described as follows. CIibPDF - www.fastio.com �:,,..., flO R single woman (hereafter�Noriie;j as follows: �r Beginning at aititinf llietilfrthimelof said Section 27, a distance north 89 59' 10" west 806.10 feetfi�om tIieno het camel ofsaid section, thence running south 015'507" 109160 f elYo t. a TRUE POINT OF BEGINNING ' / r thence continuing south 0 15'50" east 100 feet, thence north 89 59'10" west 150 feet; thence north 0 15'50" west 100 feet, thence south 89 59'10" east 150 feet to the TRUE POINT OF BEGINNING, EXCEPT that portion, if any, lying within South 164 Street as conveyed to King County by deed recorded under Recording Number 2733370; (ALSO KNOWN AS the south 100 feet of Lot 27, Block 5, McMicken Heights, Division No. 2, according to the unrecorded plat thereof 2. Horner is owner of the following described real estate situated m King County, Washington, descnbed as follows. That portion of the northeast quarter of Section 27, Township 23 north, Range 4 east, W.M nn King County, Washington, descnbed as follows - Beginning at a point on the north line of said Section 27, a distance north. 89 59'10" west 806.10 feet from the northeast corner of said section, thence running south 0 15'50" east 99160 feet to the TRUE POINT OF BEGINNING theme continuing south 0 15'50" east 100 feet; thence north 89 59'10" west 150 feet; thence north 0 15' 50" west 100 feet, thence south 89 59'10" east 150 feet to the TRUE POINT OF BEGINNING; 1 z w 1{. C 00 co wi J f- NLL w 2 LL ? co = w z � z0 U./ w . 0 o p_ 0 I- wW 2 h- u ..z w U = 0~ z 3' . ' -jam / 1 f v CZI 0 CIibPDF - www.fastio.com r d { I / . '` e A r F (ALSOICNONIN AS feet of Lot 27, except the south 100 feet -.� thereof, Bloalr 5 Mick -Heigh f 'Dxvision No. 2, according to the ✓ r u n r e c o r d e d p l a t this ; " valuable consideration t'i vesl; receipt of which is hereby acknowledged •� i� ,7 I SSa, Kassa hereby con veys, reates, declares and imposes an easement ttfirtyy, 50) feet in width, over, along , across and under the east 30 feet of the ."kortfilescnbed in paragraph 1. above. This easement shall be non - ex6lusiye.and peifotual and shall nm with the land and benefit the heirs, suecessois (`trsnsferees:and assigns of the real property descnbed in paragraph 2 above - `.,,Tiffs etmeni slims not be construed as personal and is for the benefit of t e real piopery said paragraph 2 or any portion thereof 4 Both parties further akieci_tigif all`ootIts P and repair of the traveled portion of the easeme f STaiIXie ne'iy =. shares by the parcels served thereby No parking or iiatia ng-of (rep o - Alien be permitted within the easement corndor The terms an i>pf this paragraph 4 shall not be construed as personal by shall run witlii ttie tan4 for the benefit or burden of all successors, transferees or assigns on either si'd`e of this agreement SIGNED AND DATED AS APPEARING BELOW June A Homer STATE OF WASHINGTON ) ) ss• COUNTY OF KING ) • :/ On this day personally appeared before me known to be the individual described in and who instrument, and acknowledges that,dhe signed the same as deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this /day of 2 5 , t $ .• s4 4 , fro . t4 :- e ,-I, , • - :I1 1.,1 11 :I •• OCt • • • a W • 2001 100 2001354 P j+gl 1 i 1 fa. NI 1 - ,,, ,_ [ 1 0 1:,‘,-- M c to. , , h . , ` {{ --, '''In • 0. a a .h. t E i flf � ° fi t 0"`8 co .„„,... t , M • ,T+ ... •,. .r �y & �i ap t„ „ k,,,. "., �, ice [au ~4a'\ - ",i t / M. L : i tq 0 0 g• r ., : r 4 , tz ....,..„,..,..... 440 -- , ; . :4 , v 0.i--' e .. 6 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT_IS DUE TO THE QUALITY OF THE DOCUMENT. 20030708001282 FILED for Record at Requost of Nate JAMS MAAv S 4 Adl ss i 549 �1� �'*&I , C iiy 'T1 WtiUA,wA (16168 531 `3?) - 0493 531 9b0- (6492. .�.,"✓ II NI I I 20030708001282 MARSH EAS 22.00 PAGE 001 OF 004 07/08/2003 10:34 KING COUNTY, IJA EASEMENT FOR EMERGENCY VEHICLES 1. The parties to this agreement are Arthur W. Ringler and Samantha J. Ringler (Ringler), husband and wife, Grantors, and James J. Marsh and Stephanie L. Marsh (Marsh), husband and wife, Grantees. 2. Ringler is owner of the following described real property: THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SUBDIVISION NORTH 89°59'10" WEST 956.10 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE SOUTH 0 °15'50" EAST 975.80 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 89 °59' 10" WEST 120 FEET; THENCE SOUTH 0 °15'50" EAST 95 FEET; THENCE SOUTH 89°59'10" EAST 90 FEET; THENCE SOUTH 095'50" EAST 120.80 FEET TO THE NORTH MARGIN OF SOUTH 164Th STREET; THENCE ALONG SAID MARGIN SOUTH 89°59'10" EAST 30.00 FEET TO A POINT WHICH BEARS SOUTH 0 °15'50" EAST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 0 °15'50" WEST 215.80 FEET TO THE TRUE POINT OF BEGINNING: TOGETHER : WITH AN EASEMENT FOR INGRESS AND EGRESS OVER THE FOLLOWING DESCRIBED PROPERTY: BEGINNING AT A POINT ON THE NORTH LINE OF SECTION 27; • TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, EXCISE TAX NOT REQUIRED 1OnaCo.ReconisCi ion .A N 41 pia hI '� r• � I - c� • i) ea _ ....... �5�I •‘.; Ringler STATE OF WASHINGTON ) COUNTY OF KING ) SS. On this day personally appeared before me JamesJ Marsh and Stephanie L. Marsh to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledges that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this STAT OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me Arthur W. Ringler and Samantha J. Ringler to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledges that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 7 41I day of 4 'A i ,�I.l .lit✓ IOTA! . 9 : , Notary Public in and for the State of as �•� `�' s ington, residing at Wert— !°UBUG ; O� s My appointment expires: 2 / /V 07 • 1 Printed name: ,fit aids f'4 Op*AS0. • '7 day of voo Notary Public in and for the State of Wash- ington, residing at S -iTc7C/ £)f My appointment expires: $ / 9 / oY Printed name: R4 ylei,e, H • Ee-r scJ3o d z w 6 -J C.) O 0 0 U) w= J1— N LL wO 2 CO Q. = I- w Z = ZI- W • W U � O - � H w • w ..z w U = o � z 4. For and in consideration of Ten Dollars and Other Good and Valuable Consideration, Ringler hereby grants, conveys, and sets over unto Marsh a nonexclusive, perpetual easement over, along, and across the following described real property: THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SUBDIVISION NORTH 89°59'10" WEST 956.10 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE SOUTH 0 °15'50" EAST 975.80 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 89 °59' 10" WEST 30 FEET; THENCE SOUTH 0 °15'50" EAST 215.80 FEET TO THE NORTH MARGIN OF SOUTH 164' STREET; THENCE SOUTH 89°59'10" EAST 30 FEET; THENCE NORTH 0 °15'50" WEST 215.80 FEET TO THE POINT OF BEGINNING. (ALSO KNOWN AS THE EAST 30 FEET OF THE SOUTH 215.80 FEET OF LOT 28, BLOCK 5, MCMICKEN HEIGHTS NO. 2, ACCORDING TO THE UNRECORDED PLAT THEREOF.) 5. Grantees use of the above - described easement shall be limited to ingress and egress for fire and/or emergency vehicles. Grantee shall install and maintain aka the southwest comer of Grantee's property. ' Said gate shall remain closed an except during emergencies. f # ' c ter, it T� A - z i) HcE T a v3STann'= F it)O u 70 7a ss4kc: F o'` paoc°i.,k. 6- Oa- /lNIWI S Fla■Z 6. Grantor agrees not to fence, gate, block or otherwise obstruct the easement, or permit the parking or standing of vehicles in such a manner as to prevent access to emergency vehicles in and to the Grantee's property. 7. This easement shall run with the land and shall inure to and bind the heirs, successors, devisees, and assigns of the parties hereto. Dated this — 7 day of-June 2003. Jo Li- ft Marsh '' Stephanie L. M • 3. Marsh is the owner of the following described real property: WASHINGTON, DISTANT NORTH 89°59'10" WEST 926.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 0 °15'50" EAST 836.60 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 0 °15'50" EAST 155.00 FEET; THENCE NORTH 89 °59' 10" WEST 30.00 FEET; THENCE SOUTH 0°15'50" EAST 200.00 FEET TO THE NORTH MARGIN OF SOUTH 164TM STREET; THENCE ALONG SAID MARGIN NORTH 89°59'10" WEST 30.00 FEET; THENCE NORTH 0 °15'50" WEST 215.80 FEET; THENCE SOUTH 89°59'10" EAST 10.00 FEET; THENCE NORTH 0 WEST 85.00 FEET; THENCE SOUTH 89 °59' 10" EAST 20.00 FEET; THENCE NORTH 0°15'50" WEST 54.20 FEET; THENCE SOUTH 89°59'10" EAST 30.00 FEET TO THE TRUE POINT OF BEGINNING; - EXCEPT THAT PORTION LYING WITHIN THE ABOVE DESCRIBED TRACT. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. (ALSO KNOWN AS THE SOUTH 215.80 FEET OF LOT 28, BLOCK 5, MCMICKEN HEIGHTS NO. 2, ACCORDING TO THE UNRECORDED PLAT THEREOF, EXCEPT THE WEST 30 FEET THEREOF). BEGINNING AT A POINT ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, NORTH 89°59'10" WEST 806.1 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27, AND RUNNING THENCE SOUTH 0 °15'50" EAST 991.6 FEET TO THE TRUE POINT OF BEGINNING, THENCE CONTINUING SOUTH 0 °15'50" EAST 100 FEET, THENCE NORTH 89 °59' 10" WEST 150 FEET, THENCE NORTH 0 °15'50" WEST 100 FEET, THENCE SOUTH 89°59'10" EAST 150 FEET TO THE TRUE POINT OF BEGINNING, (ALSO KNOWN AS SOUTH 200 FEET OF LOT 27, BLOCK 5, MCMICKEN HEIGHTS NO. 2, ACCORDING TO THE UNRECORDED PLAT THEREOF, EXCEPT THE SOUTH 100 FEET), TOGETHER WITH A 30 FOOT EASEMENT ACROSS THE EAST 30 FEET CREATED UNDER DOCUMENT RECORDED UNDER RECORDING NUMBER 20011002001354. Page: 1 Document Name: SES•' ?N1 PU15 ACCOUNT NUMBER: 537980 - 0492 -0 TAXPAYER NAME: RINGLER ARTHUR W SHORT LEGAL DESCRIPTION: LOT 28 0 BILL OMIT N S LEVY OMIT YEAR YEAR C C CODE CODE 2004 2326 2003 2326 2002 2415 2001 2415 2000 2415 BILL LEVY YEAR RECEIVABLE TYPE CODE 2003 N WEED 9420 2003 KC CNSV 9430 2002 N WEED 9420 2001 N WEED 9420 2000 N WEED 9420 Date: 7/8/2003 Time: 10:27:07 AM JR +SAMANTH BLOCK TAXABLE VALUE LAND IMPS 52,000 141,000 50,000 125,000 48,000 120,000 46,000 104,000 43,000 94,000 TAXABLE VALUE LAND IMPS KING COUNTY DEPARTMENT OF ASS RECEIVABLES PROPERTY ADDRESS: QTR: NE SECT: 27 PLAT: MC MICKEN TAX BILLED TAX PA 2,155.22 1,941.17 1,831.43 1,749.04 TAX BILLED 1.50 5.00 1..50 .85 .85 1,077. 1,941. 1,831. 1,749. TAX PAI .7 2.5 1.5 .8 .8 NEXT ACCOUNT: 537980 0492 0 * * END OF RECEIVABLES * * ENTER- PF1-- PF2-- PF3-- PF4-- PF5-- PF6-- PF7-- PF8-- PF9-- PF10- PF11- PF12- PF13 -PF14 HELP END MENU CHAR HIST LEGL LEFT RGHT Z a ~ w J U 0 CO W - F Z - W O 2 J 1- = W Z � Z F- ui n U O I- W w : • 0 Z . = • • ~ Z Page: 1 Document Name: SESS J1 PU15 ACCOUNT NUMBER: 537980 - 0493 -0 TAXPAYER NAME: RINGLER ARTHUR W JR SHORT LEGAL DESCRIPTION: LOT 28 * LAND DATA * ZONE ACTUAL LDR JURISDICTION TUKWILA SQUARE FEET 6480 WATER SYSTEM WTR DIST. SEWER PUBLIC VIEW NO OPEN SPACE TIDELANDS WATERFRONT FEET WFT LOCATION WFT BANK WFT RIGHTS ONLY Date: 7/8/2003 Time: 10:27:17 AM KING COUNTY DEPARTMENT OF ASS REAL PROPERTY CHARACTERIS PROPERTY ADDRESS: QTR: NE SECT: 27 PLAT: MC MICKEN H BLOCK 5 * * * * * * * * * * * B U I L BLDG SQ FOOTAGE DATA FIRST FLOOR 1/2 FLOOR 2ND FLOOR UPPER FLOOR TOTAL BSMT FIN BSMT BSMT GARAGE TOTAL LIVING AREA ATTACHED GARAGE UNFIN FULL FLOOR UNFIN HALF FLOOR D I N G D A T A * ROOMS BEDROOMS FULL BATHS 3/4 BATHS 1/2 BATHS DINING OTHER ROOMS ACCESSORY IMPS POOL AREA POOL CONSTR DET GARAGE AREA CARPORT AREA MOBILE HOME NEXT ACCOUNT: 537980 0493 0 ENTER- PF1-- PF2-- PF3-- PF4-- PF5-- PF6-- PF7-- PF8-- PF9-- PF10- PF11- PF12- PF13 -PF14 HELP END MENU CHAR RCVB HIST LEGL � . '• . 20030625002186 Puget Sound En$rgy, E. / / �� r PA 200)30625002186 S Mee ee Attn: R Dejiartment Man/ a ', 1r4 0 P.O Box 97034 / (BC-I IN 7\ 't /'<K NTT. un Bellevue, WA 98009.9 J 34 ` if C /'). -' J / EASEMENT / / REFERENCE ' ?.f r � GRANTOR '_ ,._ JAN ES &MARSH and STEPHANIE L. MARSH, husband and wife GRANTEE 'o ? PUGET�SOUND ENERGY, iNC SHORT LEGAL • : Po(tlofi 01 NE 4427.23 -04 ORIGINAL ASSESSORS PROPERTY TAX PARCEL^ 15370 04T2 �/t l Fix and m considerabon of One Dollar (S p0).ar5t ilitaluebie in hand paid, JAMES J. MARSH and STEPHANIE L MARSH, husband a>11tt ( "Qraritor" Herein), hereby conveys and warrants to PUGET SOUND ENERGY, INC., a Washington Corporahpn (' fierein� for the purposes hereinafter set forth, a nonexclusive perpetual easement over, under, atom; across,: and though the following descnbed real property ('Property' harem) m fang County, Washington w -F f` / / f ; S I BEGNNNG AT A POINT ON THE NORTH LIE OF S ECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, NORTH 89 WEST 806.1 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; AND RUNNING THENCE SOUTH 01 EAST 991.6 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 01°15'50" EAST 100 FEET; THENCE NORTH 89°59'10" WEST 150 FEET; THENCE NORTH 01°15'50" WEST 100 FEET; THENCE SOUTH 89°59'10" EAST 150 FEET TO THE TRUE POINT OF BEGINNING, Gas Easement 11/1998 107014838143587 Page 1 of 2 CIibPDF - www.fastio.com (ALSO KNOWN As soUTH 200 FEET OF Lor 27, BLOCK 5, MCMICKEN HEIGHTS No. 2, ACCORDING TO THE UNRECORDED PLAT THEREOF; EXCEPT THE SOUTH 100 FEET THEREOF.) Except as may be otherwise set forth herein Grantee's nghts shall be exercised upon that portion of the Property ('Easement Area" herein) descnbed as follows THE SOUTH 10 FEET OF THE ABOVE DESCRIBED REAL PROPERTY, LESS THE WEST 55 FEET. 1. Purpose. Grantee shah have the nght to construc operate, maintain, repair, replace, improve, remove, enlarge, and use the easement area for one or more utility systems for purposes of transmission, distnbubon and sale of gas Such system may include, but ere not knitted to Underground facilities. Pipes, pipelines, mains, laterals, conduits, regulators and feeders for gas, fiber optic cable and other hoes, cables and facilities for communicabons, semi- buned or ground - mounted facikbes and pads, manholes, meters, fixtures, attachments and any and all other facilities or appurtenances necessary or convenient to any or all of the foregoing Following the inibal construcbon of all or a porton of its systems, Grantee may, from bme to time, construct such additional fauabbes as it may requre for such systems Grantee shall have the nght of access to the Easement Area over and across the Property to enable Grantee to exercise its nghts hereunder Grantee shall compensate Grantor for any damage to the Property caused by the exercise of such nght of access by Grantee 2. Easement Area Clearing and Maintenance. Grantee shall have the nght to cut, remove and dispose of any and all brush, trees or other vegetation in the Easement Area Grantee shall also have the nght to control, on a continuing basis and by any prudent and reasonable means, the establishment and growth of brush, trees or other vegetation m the Easement Area 3 Gtaiitofs Use of Easement Area. Grantor reserves the nght to use the Easement Area for any purpose not uiconsistent with the rights herein granted, provided, however, Grantor shall not construct or maintain any buddings, structures or other objects on the Easement Area and Grantor shall do no blasting within 300 feet of Grantee's facikberwithout Grantee's pnorwntten consent z = Z �— tY � U 0 co W W J ,, U) pL W fl 0 P- c) w lL� Z W = O U 1- 2 f r #'! ! r , / .,indemnity Grantee agrees to rxlemmfy Grantor from and against liability incurred by Grantor as a / re'sult neglgence in the exercise of the rights herein granted to Grantee, but nothing herein shall require f�tr ,Grantee tO Indenlnrfy Grantor for that portion of any such habibty attributable to the negligence of Grantor or the jn9gUge(ccabfciit{ars ? /e 1 1 •) Abeind onnient./ hei rights herein granted shall conbnue unbl such tare as Grantee ceases to use the Easement Area Mr a,per)ddpf five S5) successrvp years, in which event this easement shall terminate and all nghts hereunder, and any,►mprovenrobts remammg in ill a Easement Area, shall revert to or otherwise become the property of Grantor, provrderd,,,_hoWever; tharno aband`gnment shall be deemed to have occurred by reason of Grantee's failure to rrobally install di systems' on ttie ` EasementQrea within any penod of time from the date hereof Successors and Assigns./ Grar)tee:sal tiave•th¢ nght to assign, apportion or otherwise transfer any or all \of its rights, benefits, prmlegesandtnterests • anstng 1 .n and under this easement Without Irmiting the dity id the foregoing, the nghts and otilrgaboris of this parties shall inure to the benefit of and be binding upon f' Iteatr mspedroe ssuccessors and assigns r f f J DA 'this 71:3s da of C_\ LLD t J " fi r , 2003 • r i z j ' GRANTOR_. t ! BY BY CIibPDF - www.fastio.com written STATE OF WASHINGTON ) SS COUNTY OF r.0 ) On this W day of C\ I.t-tiC , 2003, before me, a Notary Pubbc m and for the State of Washington, duly commissioned and sworn, personally appeared JAMES J. MARSH and STEPHANIE L MARSH, to me known to be the mdividual(s) who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned GIVEN UNDER my hand and official seal hereto affixed the day and year in this certificate first above Notary sea% tad and a>tnotabons must bonode r n r worn Gas Easement 11 /1998 107014838/43587 Page 2 012 NOTARY LIC in and for the State of Washington, residing at T tlevw', 1w My Appointment Expires .51`; 1 • 20030923000594 EASEMENT- 1 CIibPDF - www.fastio.com Return Address M Sk 'S0'49: 7441 �n; A-wk S . 1KiW1L1bi' : Wf ' 9$•1,$$ 20030923000594 MARSH EAS 21 00 PAGE 001 OF 003 09/23/2003 09 / "KING COUNTY, NA EASEMENT = TAX PARCEL Lot 1 iA ,a'` ,.1 n James J Marsh and Stephanie L Marsh (Marsh), husband and wife, are wners of the''foliowing descnbed property situate in King County, Washington: i. BEOINNINp. , + AT A POINT ON THE NORTH LINE OF SECTION 27, TOWNSHIP : .23`"° iOR KING TH, RANGE 4 EAST W M , IN COUNTY, `WASHINGTON,..: 1ORTH 89 °59'10" WEST 8061 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27, AND RUNNING THENCE SOUTH 0° IS' 5 "; EAST 99L• TO THE TRUE POINT OF BEGINNING THENCE CONTI 0 °1 5'50" EAST 100 FEET, THENCE NORTH 89 °5910" WE,s1 - - - ; . . THENCE NORTH 0° 15' 50" WEST 100 FEET, THENCE SOUTH 89°59'1" 4ST 150'FEET C'I'O THE TRUE POINT OF BEGINNING, (ALSO KNOWN AS SOUTH 200 FEET OF IOT 27, BLOCK 5, MCMICKEN HEIGHTS NO 2, ACCORDING TO THE UNRECORDED PLAT THEREOF, EXCEPT THE SOUTH 100 FEET), TOGETHER WITH A 30 FOOT EASEMENT ACROSS THE EAST 30 FEET CREATED UNDER DOCUMENT RECORDED UNDER RECORDING NUMBER 20011002001354 'TAX PAri-C S 3' 1 B m 2412 2 By Tukwila Short Plat No L03 -004 Marsh has subdivided the above descnbed property into two parcels described as follows BEGINNING AT A POINT ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST W M , IN KING COUNTY, WASHINGTON, NORTH 89°59'10" WEST 806 1 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27, AND RUNNING THENCE SOUTH 0 °15'50" EAST 991 6 FEET TO THE TRUE POINT OF BEGINNING THENCE CONTINUING SOUTH 0 °15'50" EAST 100 FEET, THENCE NORTH 89 °59' 10" WEST 150 FEET, THENCE NORTH 0 °15'50" WEST 100 FEET, THENCE SOUTH 89°59'10" EAST 150 FEET TO THE TRUE POINT OF BEGINNING, EXCEPT THE WEST 70 FEET THEREOF, EXCISE TAX NOT REQUIRED Kingeo. WOW By • `/ . • EASEMENT- 2 CIibPDF - www.fastio.com TOGETHER WITH A 30 FOOT EASEMENT ACROSS THE EAST 30 FEET CREATED UNDER DOCUMENT RECORDED UNDER RECORDING ,t.,/ ' N('JMBER 20011002001354, AND 4 S1IB7ECT,,. TO A 20 FOOT EASEMENT FOR INGRESS, EGRESS AND 1 JTILITIES ACROSS THE SOUTH 20 FEET THEREOF, • U TECT TO A 10 FOOT EASEMENT FOR VAL VUE SEWER ACROSS T IE•Et? S.T'T0 FEET/T}1EREOF . AS'-`A PORTION OF THE SOUTH 200 FEET OF LOT 27, BLOCK HEIGHTS NO 2, ACCORDING TO THE UNRECORDED' PLAT... -- •THER EXCEPT THE SOUTH 100 FEET THEREOF, AND EXCEPT THE''WEST 70 FEET THEREOF) 0 „THE WEST 70 FEET OF THE FOLLOWING DESCRIBED PARCEL BEGINNING AT A POINT ON THE NORTH LINE OF SECTION 27, STOWNHIP,, 23 NORTH, RANGE 4 EAST W M , IN KING COUNTY, ( —WASHINGTON,, NORTH 89°59'10" WEST 806 1 FEET FROM THE ..,,- NORTHEAST CORNER OF SAID SECTION 27, AND RUNNING THENCE SOUTH 0 °15'407•EAST•99:1 6 FEET TO THE TRUE POINT OF BEGINNING, THENCE,CO■TINUING SOUTH 0 °15'50" EAST 100 FEET, THENCE NORTH 8.059"0" WEST 150 FEET, THENCE NORTH:O0° 1 5' 50' • WEST ;100. FEET, THENCE SOUTH 89 °:59'10.','. >E►ST . FEET - TO THE TRUE POINT OF BEGINNING, TOGETHER WITH A 30 FOOT:EASEMENT ACROSS THE EAST 30 FEET CREATED UNDER •DOCUMENT`..,RECORDED UNDER RECORDING NUMBER 20011002001354, AND TOGETHER WITH A 20 FOOT EASEMENT' FOR INGRESS, EGRESS AND UTILITIES ACROSS THE SOUTH 20 FEET OF THE FOLLOWING DESCRIBED PARCEL BEGINNING AT A POINT ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST W M , IN KING COUNTY, WASHINGTON, NORTH 89 °59' 10" WEST 806 1 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27, AND RUNNING THENCE SOUTH 0°15'50" EAST 991 6 FEET TO THE TRUE POINT OF BEGINNING, THENCE SOUTH 00 °15'50" EAST 100 FEET, THENCE NORTH 89 °5910" WEST 150 FEET, THENCE NORTH 00 °15'50" WEST 100 FEET, THENCE SOUTH 89°59'10" EAST 150 FEET TO THE TRUE POINT OF BEGINNING, EXCEPT THE WEST 70 FEET THEREOF (ALSO KNOWN AS THE WEST 70 FEET OF THE SOUTH 200 FEET OF LOT 27, BLOCK 5, MCMICKEN HEIGHTS NO 2, ACCORDING TO THE UNRECORDED PLAT THEREOF, EXCEPT THE SOUTH 100 FEET) 3 For and m consideration of Ten Dollars and other good and valuable consideration Marsh hereby grants, conveys, and creates a nonexclusive easement for ingress, egress, and utilities over, across, along, and under the south 20 feet of Lot 1, for the benefit of Lot 2 EASEMENT- 3 CIibPDF - www.fastio.com ''' The- •owners of Lot 1 agree not to maintain a fence, obstruction across,any,.portion of the above descnbed easement ii •' r f � "` � •:._. fr'' S. °' Tlhe'ownNers,.:of Lot 1 and Lot 2 agree to ,jointly. pay for above described easement.......:.. +' / 6 This easement sh l : with the land and shall inure to ,i successors, devisees, and assignees of the parties hereto • r s : '�) Dated this 2 2 day of September 2003 r ,r STATE OF,WASHINGFOI` COUNTY OF KII4G1. On this day personally - :appeared /lefore,,`me,.James J Marsh and Stephanie L. Marsh to me known to be the individual ' -in and/Who executed the within and foregoing mstrument, and acknowledges` that they signed the same as their free and voluntary act and deed, for the uses and purposes thereiny mentioned GIVEN under and official seal thisZZ a of .: J�,P► MAT,, ,, 1 iI ' .!V t . • iM/..LG..` Stephanie L Marsh bar, gate or other maintenance of the and bind the heirs, 2130: Notary Public in and for the State of Wash - mgton, residing at (9-()-1--H My appointment expires / /0(v Printed name Pa a / O. t?'2 ? - / - . z 1. = z ;I— w 6 00 ( 0 CO UJ J ww U. r CO = W z I- w ~ 2 p ON 0 I- W 1- rz w� 0 Z Washington Company PROPERTY PROFILE Parcel ID :537980 0472 Bldg:1 Owner :Marsh James J /Stephanie L CoOwner . Site Addr:4724 S 164th St Tukwila 98188 Mail Addr :15849 47th Ave S Tukwila Wa 98188 Sale Date :10 /12/2001 Doc# :1502 SalePrice:$105,000 Deed :Warranty Loan Amt : Type: Use Code :002 RES,SINGLE FAMILY RESIDENCE Zoning LDR Prop Desc: Legal :BLK 5 LOT 27 MC MICREN HEIGHTS DIV :# 2 UNREC VAL OF UNDEEDED STS & :ALLEYS INCL IN ADJ LOT VAL N 100 PROPERTY CHARACTERISTICS Bedrooms :2 Bath Full:1 Bath 3/4 : Bath 1/2 : Other Rms: Dining Rm: Fireplace: Appliance: Deck Laundry . Porch Pool Sauna Stories :1 Units :1 St Access:Private Beach Acc: WtrFront WtrFntLOc: WtrPrntFr: GroundCvr : VIEWS :Mountain: 1Ridtql3tHMSTORY OWNERS (:Horner June LAND INFORMATION Lot SqFt :15,000 Lot Acres:.34 Lot Shape: Tde /Upind- Topogrphy: TopoPrabd: 1st Floor SF 2nd Floor SP Half Floor SF AboveGrnd SF Bsmnt Finished Bsmnt Total SF Building SqFt Lease SgFt DecksgFt Carport SqFt Garage Type :Attached Attached GrgSF :290 Detached GrgSF : Bsmnt ParkingSF: Basement Type . Basement Grade; : Lake /Rvr: DATE :720 :720 :720 St Surface Tennis Elevator Sprinklers Security Golf Adj Puget: / DOC $ PRICE Total Land Struct %Imprvd Levy Cd 2003 Tax Phone Vol:902 MapGrid NbrhdCd :$127.000 :$54,000 :$73,000 :57 :2326 :$1,570 58 Pg :176 :655 F6 :024010 -- CENSUS -- Tract :283.00 Block :1 QSTR :NE 27 23N04E Year Built Eff Year Bldg .Matl Bldg Cond Bldg Grade Interior Wall Matl Insulation HeatSource Heat Type Air Method EletricSvc Wtr Source Sewer Type Purpose Nuisance OTHER INFORMATION :Paved Soundproof _ Storage Curb /Gutter : Sidewalk St Light NO City: DEED LOAN • The Information Provided is Deemed Reliable, Out Is Not Guaranteed. :1957 ! :Fair - :Low \avg :Electric :Water District :Public Lk Wa /Sam: TYPE Z W • 2 U O co W = 1 H. N W W O Q CD s = W Z k- O Z 1— U • � O N O 1— W W H� U. O .. Z W v_= O F- Z Waif iOf VV s:.41 co ate CCP CNO a . .a ICVP Commitment No 8273895.1 SCHEDULE A CONTINUED 4 The land referred to m ens Commitment is dumbed as follows Betrumnig at a pomt on the north hoe of Seaton 27, Tonal* 23 north, Range 4 cast, W14 , Kmg may, ileshengtoo, north 89'99'10" west 8061 feet from northeast carnet of said Section 27. aria nruamg thence south 0•15'30" east 9916 feet to the TRUE POINT OP BEGINNING, thence coomumg south 0•15'50' east 100 feet, thence Host!► 89'59'10' west 150 feet, thence sronh 0" 15'50" west 100 fort, thence south 89'59'10" east 150 feet to the TRUE POINT OF BEGINNING, (ALSO KNOWN AS south 200 feet of Lot 27, Block 5, McMudCar Heights No 2, acconc mg to the ramootded plat themf EXCEPT the south 100 fhet thereof), TOGETHER R WITH A 30 foot easanent cam the east 30 foes crated ander document recorded under Recording Number 20011002001354 D OF SCHEDULE A 2 O & c) c)& ca VIM= City of Tukwila Building Department 6200 Southcenter Blvd. Tukwila, WA 98188 Subject: James Marsh Residential Permit, Lot 1 of Proposed Short Plat L03 -004, Tukwila, WA - Recommended Footing Bearing Pressure for New Residence Dear Sir: Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same June 3, 2003 The following information is provided to insure proper footing design and to prevent water in the crawl space. Soils Discussion: From miscellaneous Guts on the site for terracing and along the lower bank it appears that the soils are the fairly typical sandy clayey loam common in the upper elevations and hillsides in Tukwila, These soils have from low to moderate permeability and typically do not allow significant flows of groundwater. These soils have typically low erosion potential in an undisturbed state, and from low to moderate in a moderately compacted or weathered. These soils have good bearing capacity in the undisturbed state. They cannot be recompacted for structural bearing in foundation areas, and significant trench backfills under foundations must use mechanically compacted pit run or suitable equivalent in these areas. Conclusions and Recommendations: The soils on site are acceptable for common footing and stem wall foundations, Footing should be a minimum of 18" below finished outside grade. Soils in an undisturbed state will have a safe working soil bearing pressure for footings of 2,000 psf. Due to the poor drainage characteristics of the soils, a positive footing drain is required around the entire building perimeter. Runoff from the roof should be collected and directed away from the location of the foundation. The finished grade around the building should positively slope away from the building for a distance of 5 feet or more, and the yard should be contoured to lead any uphill runoff running in the direction of the building around it to the lower yard, There should be no "low spots" in the finished yard contour to trap runoff during wet weather. Questions relating to this report may be directed to this office. Bruce S. MacVeigh, F.E. Civil Engineer MARSH04.doc : City of Tukwila Planning Department 6200 Southcenter Blvd. Tukwila, WA 98188 Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same June 3, 2003 Subject: James Marsh Residential Permit, Lot 1 of Proposed Short Plat L03 -004, Tukwila, WA - Geotechnical Report (Abbreviated) for Existing Bank Dear Sir: General: On September 12, 2002, I visited the above site to evaluate the geotechnical factors relating to an existing eight foot high bank along the east property line of the above site. The site has an existing single family residence and driveway. The residence will be removed and a new residence constructed. The existing driveway will be largely abandoned, with only the first 35 feet into the property retained and upgraded to allow turning into the new driveway. Attached is a surveyed topographic map of the site, with the new residences for Lots 1 and 2, and driveway configuration sketched in. Some supplemental topography relating to the bank beyond the property line has been added based on information from today's visit. Discusion: From miscellaneous cuts on the site for terracing and along the bank itself it appears that the soils are the fairly typical sandy clayey loam common in the upper elevations and hillsides in Tukwila. These soils have from low to moderate permeability and typically do not allow significant flows of groundwater. These soils have typically low erosion potential in an undisturbed state, and from low to moderate in a moderately compacted or weathered state. These characteristics are noted from personal observation. No evidence of spring activity or areas of existing concentrated surface runoff were noted, although minor springs would not be active during summer months. It is not likely that any spring activity would occur on this bank based on the low permeability of the soils. z a = Z ~ o:2 0 0 . co o CO ILI J = F- w g Q . co = a I -w z �. F- 0 . z F- w w 2 o. 0 0- O E- w • w F- - O ui z U= 0 z No evidence of either failure en masse or of surface movement due to either localized failures or surface erosion were evident. The bank appears to have not been disturbed since its initial construction and is presently vegetated with natural vegetation and brush. The bank is noted in sensitive mapping of the area used for screening by the City of Tukwila staff, and as such has been identified as a potential Sensitive Area. Field measurements indicate the bank to be typically eight feet high and fourteen feet wide, with level ground above and below it. It was produced probably 30 to 50 years ago to provide a level parking area for the house on the site, and to produce usable Ievel land below the site, to the east. The bank was probably produced by equal heights of cut at the bottom and fill at the top. The typical slope is 57 percent (1.75:1), greater than 40 percent, which per TMC 18.45 rates as a Class 3 Potential Geotechnical Instability slope. As noted above, the height of the bank is only eight feet. The proposed driveway will follow the existing driveway routing to the site and then will turn west into the new garage upon entering the site. As such, the proposed driveway will have a lesser loading on the bank area, although as noted above, the previous long term use had no apparent adverse effect on the bank. The new house will be located in the eastern portion of the site, roughly 14 feet from the top of bank and 24 feet from the toe of the bank, giving a toe of bank to foundation slope of flatter than the 2:1 recommended for the 8 foot high slope. The existing house is approximately 60 feet from the bank. Runoff from the new house and reconstructed driveway will be collected and piped to S. 164th Street, whereas current runoff is uncontrolled. Conclusions and Recommendations: The proposed new driveway will impose less load on the bank than the present one. The existing house at 60 feet from the bank imposes no Ioad on the bank. The new house at 80 feet from the bank will also impose no load on the bank. The existing house has uncontrolled runoff, The new house will have house and driveway runoff collected and piped to S. 164th Street. As such, surface and groundwater potentially affecting the bank is reduced, In order to produce a nominal 2;1 maximum load prism within the bank, as a matter general practice recommended by this office for existing stable slopes with no groundwater problems, a two foot (2') top of slope set back is recommended. It is recommended that the vegetation on the slope of the bank not be disturbed. It is recommended that the brush, weeds and blackberries above the top of bank, if removed for landscaping, be re- vegetated with minimum delay, and that interim surface protection ,measures may be used if re- vegetation is deferred. This would be in accordance with usual residential clearing practice. A filter fence is recommended at top of bank during disturbance. Due to the bank being only eight feet high and stable, and the new construction on the site being 24 feet from the toe of bank, any requirement for additional geotechnical evaluation for this site and for this bank is not warranted. Questions relating to this report may be directed to this office. Bruce S. MacVeigh, P.R. Civil Engineer %0 MARSH03.doc ' 11- , —J U, 0 0 co 0 w I F... • LL O : 2 g J. • ? co d W Z I— O Z LU D U O O � = U. _ O. .Z : w • I O H. . z April 10, 2003 James and Stephanie Marsh 15849 47 Avenue South Tukwila WA 98188 City of Tukwila Dear James and Stephanie Marsh: 1. Planning Department comments: 2. Fire Department comments: Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Re: Request for additional information for the short plat application. File number L03 -004. Based on review of your application the following information is required to further process your application: A) The short plat drawing must show the footprint of the new house that has been recently constructed. The note and footprint "existing house to be removed" along with the "shed to be removed" must not be shown on the drawing since they have already been demolished. B) The 20 feet easement for ingress and easement is drawn as only 15 feet wide. Correct the drawing to accurately show 20 feet. C) Title block for the County Treasurer's certificate must be included. See attached. A) Need a hammer head turn around since driveway access is over 150 feet. B) Hydrants need to be within 250 feet by line of travel. 3. Public Works comments: A) Short Plat - L03 -004 a) Short Plat Survey Site Plan 1. Provide note on short plat map, to comply with Geotechnical Engineering Evaluations, by Bruce S. MacVeigh, P.E., dated September 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 12, 2002 and September 13, 2002, and subsequent geotechnical evaluations and reports. 2. Provide note on short plat, that no runoff, including downspouts, shall be infiltrated into the ground through "dry wells" or perforated infiltration pipes and trenches. 3. Provide note on short plat map, that individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. 4. Provide geotechnical evaluation for the new lot 1. Previously submitted evaluations were for the new lot 2 and the existing house, which was demolished. 5. Add NOTES on short plat map, as applicable. See sample — enclosed. 6. Provide a copy of any private stormwater cross - drainage and maintenance agreements, between the two proposed Tots and parcel 537920 -0220, as applicable. 7. Label easements, including King County recording number(s) on short plat map, as applicable. See sample — enclosed. 8. Remove shed and house shown on the short plat map, as they have been removed. 9. Revise sheets 1 and 2 of 2 per redlined comments — enclosed. b) Short Plat Site Development Plan /Miscellaneous comments 1. Provide note on short plat map, to comply with Geotechnical Engineering Evaluations, by Bruce S. MacVeigh, P.E., dated September 12, 2002 and September 13, 2002, and subsequent geotechnical evaluations and reports. 2. Provide note on short plat, that no runoff, including downspouts, shall be infiltrated into the ground through "dry wells" or perforated infiltration pipes and trenches. 3. All utilities are required to underground, per City ordinance. Describe how power will be provided for the new Lot 1 and verify with power provider that the existing power pole is adequate for use. If you have any questions, feel free to call me at 206 - 431 -3685. 5. Verify that all private access, including driveways, shall not exceed 15% slope. B) Miscellaneous Permit 1. The applicant shall apply for Public Works permit approval to construct infrastructure. 2. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. 3. An infrastructure design and construction standard manual, is available at the Public Works Department. Minnie Dhaliwal Senior Planner 4. Provide a copy to the Public Works Department, all private ingrees, egress & utility easements. 3 . . . ' z w - U U o. . W =: - h-: w . w o .w a w D w z o, • z 2 UC U : 0 H' • 2 U, L1 o Z. 0 I= I ' . 0 . z MEMORANDUM TO: PLANNING DEPT. — Minnie Dhaliwal, Senior Planner FROM: PUBLIC WORKS DEPT. - David McPherso DATE: March 27, 2003 SUBJECT: McMicken Heights / Marsh — 2 Lot Short Plat 4724 S. 164 Street Short Plat, and Miscellaneous Comments Short Plat - L03 -004 Short Plat Survey Site Plan Preliminary short plat is complete for Public Works, if the following comments are addressed. 1. Provide note on short plat map, to comply with Geotechnical Engineering Evaluations, by Bruce S. MacVeigh, P.E., dated September 12, 2002 and September 13, 2002, and subsequent geotechnical evaluations and reports. 2. Provide note on short plat, that no runoff, including downspouts, shall be infiltrated into the ground through "dry wells" or perforated infiltration pipes and trenches. 3. Provide note on short plat map, that individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. 4. Provide geotechnical evaluation for the new lot 1. Previously submitted evaluations were for the new lot 2 and the existing house, which was demolished. 5. Add NOTES on short plat map, as applicable. See sample — enclosed. 6. Provide a copy of any private stormwater cross - drainage and maintenance agreements, between the two proposed lots and parcel 537920 -0220, as applicable. 7. Label easements, including King County recording number(s) on short plat map, as applicable. See sample — enclosed. 8. Remove shed and house shown on the short plat map, as they have been removed. 9. Revise sheets 1 and 2 of 2 per redlined comments — enclosed. Miscellaneous Comments Short Plat Site Development Plan 1. Provide note on short plat map, to comply with Geotechnical Engineering Evaluations, by Bruce S. MacVeigh, P.E., dated September 12, 2002 and September 13, 2002, and subsequent geotechnical evaluations and reports. 2. Provide note on short plat, that no runoff, including downspouts, shall be infiltrated into the ground through "dry wells" or perforated infiltration pipes and trenches. 3. All utilities are required to underground, per City ordinance. Describe how power will be provided for the new Lot 1 and verify with power provider that the existing power pole is adequate for use. 4. Provide a copy to the Public Works Department, all private ingrees, egress & utility easements. 10. Verify that all private access, including driveways, shall not exceed 15% slope. Miscellaneous Permit 1. The applicant shall apply for Public Works permit approval to construct infrastructure. 2. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. 3. An infrastructure design and construction standard manual, is available at the Public Works Department. �� z z • • w 6 .J O 0 co o. w z. J H W o = a f- w z �' �- 0 z i— 0 0- o I- W W. H � LO .. z . w CO 0 H , . z 00'000'1, OZ179 Z6'0 6ZOZ El 01. (wd6) puewao MOId -aau . (pd) aJnsseld oiiqs (wd6) puewea °RBIS aI abed `Lti.61.:76 :aw!1 `ZOOZ '9Z ywBW 'Xepuo j :WO Z 69ZH# lump u 'IS 1 P96 '9 VZI.t n j Po 13NOZH, NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 60'0Z LZ'9LL' I. 66'Oi 6Z0Z 01. (Isd) amssaJd mow algel1eA'd (wd6) mold algellen�► (Isd) ainssaid Ienplsaa al Z a6ed :ma 'Z00Z'9Z goaeW `*uow :awa Z 69ZH# lump 091 'S pZLV Joj Poae NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. LFC: $3,700.00 Paid $0.00 GFC: $2,100.00 $2,100.00 ERUS: 1 MXU� MXU included in service installation $0.00 NUMBER OF SERVICES: SERVICE SIZE: CHARGE: 1 3/4" $2,050.00 Deposit $2,050.00 $0.00 Deposit $0.00 $0.00 $0.00 $0.00 $0.00 TOTAL CONNECTION CHARGES: $4,150.00 HIGHLIIN L+' W A'1'EK PROJECT NAME: James & Stephanie Marsh LOCATION: 4724 So 164th SCOPE: SFR MXU included in service installation No additional fees required to use the existing service to provide water to a new house after the old one is torn down. Lot number 2 fees total $4,150.00 and are due when service installation is requested. This estimate is based upon information provided by the project representative requesting Water Availability information. Actual charges will be determined at the time service/meter installation is requested. Connection charges must be paid in full before water will be provided to a project. Prices subject to change without notice. Please call to verify. Service installation to be billed time and materials and deducted from the service installation fee deposit. Any remaining monies to be refunded. Overages will be billed. An on -site visit will be made and an estimate will be generated regarding the cost of installation. If the estimate is over 25% of the actual deposit, the owner will be contacted prior to service installation. Glossary of Terms: ERU: Equivalent Residential Unit (ERU). One ERU = $2,100.0 GFC: General Facilities Charges are charges levied to provide an equitable means for new connections to the system to pay their fair share of the costs for overall system facilities and District -wide capital improvements. LFC: Local Facilities Charges are charges levied against newly connecting customers in order to cover the costs of the water system facilities in the immediate vicinity of the connecting property. PREPARED BY: POLLY DAIGLE REVIEWED BY: THOMAS KEO fr DATE: 3/25/02 DATE: 3/25/02 Totals February 5, 2003 James and Stephanie Marsh 15849 47 Avenue South Tukwila WA 98188 Dear James and Stephanie Marsh: Sincerely, Minnie Dhaliwal Senior Planner 1 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Re: Notice of complete application for Short Plat application. File numbers L03- 004. The Department of Community Development received your application to short plat one lot into two Tots. Based on the review of your submittal relative to those requirements as set out in the Complete Application Check list for Short P /at, your application is deemed complete. Your application has been routed to the department of Public Works and the Fire Department for their code related review. 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. If after review of your application by all departments, any additional information is required we will contact you. If you have any questions, feel free to call me at 206 - 431 -3685. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 City of Tukwila Planning Department 6200 Southcenter Blvd. Tukwila, WA 98188 Dear Sir: General: Discussion: Bruce S. MacVeigh, P.P. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same September 12, 2002 Subject: James Marsh Residential Permit, 4724 S. 164th Street, Tukwila, WA - Geotechnical Report (Abbreviated) for Existing Bank RECE JAN 2.2 2003 COMMUNITY DEVELOPMENT On this date I visited the above site to evaluate the geotechnical factors relating to an existing eight foot high bank along the east property line of the above site. The site has an existing single family residence and driveway. The residence will be removed and a new residence constructed. The driveway will be largely abandoned, with only the first 25 feet into the property retained and upgraded to allow turning into the new driveway. Attached is a surveyed topographic map of the site, with the new residence and driveway configuration sketched in. Some supplemental topography relating to the bank beyond the property line has been added based on information from today's visit. From miscellaneous cuts on the site for terracing and along the bank itself it appears that the soils are the fairly typical sandy clayey loam common in the upper elevations and hillsides in Tukwila. These soils have from low to moderate permeability and typically do not allow significant flows of groundwater. These soils have typically low erosion potential in an undisturbed state, and from low to moderate in a moderately compacted or weathered state. These characteristics are noted from personal observation. No evidence of spring activity or areas of existing concentrated surface runoff were noted, although minor springs would not be active during summer months. It is not likely that any spring activity would occur on this bank based on the low permeability of the soils. No evidence of either failure en masse or of surface movement due to either localized failures or surface erosion were evident. The bank appears to have not been disturbed since its initial construction and is presently vegetated with natural vegetation and brush. The bank is noted in sensitive mapping of the area used for screening by the City of Tukwila staff, and as such has been identified as a potential Sensitive Area. Field measurements indicate the bank to be typically eight feet high and fourteen feet wide, with level ground above and below it. It was produced probably 30 to 50 years ago to provide a level parking area for the house on the site, and to produce usable level land "below the site, to the east. The bank was probably produced by equal heights of cut at the bottom and fill at the top. The typical slope is 57 percent (1.75:1), greater than 40 percent, which per TMC 18.45 rates as a Class 3 Potential Geotechnical Instability slope. As noted above, the height of the bank is only eight feet. The proposed driveway will follow the existing driveway routing to the site and then will turn west into the new garage upon entering the site. As such, the proposed driveway will have a lesser loading on the bank area, although as noted above, the previous long term use had no apparent adverse effect on the bank. The new house will be located in the western portion of the site, roughly 80 feet from the top of bank. The existing house is approximately 60 feet from the bank. Runoff from the new house and reconstructed driveway will be collected and piped to S. 164th Street, whereas current runoff is uncontrolled. Conclusions and Recommendations: The proposed new driveway will impose less load on the bank than the present one. The existing house at 60 feet from the bank imposes no load on the bank. The new house at 80 feet from the bank will also impose no load on the bank. The existing house has uncontrolled runoff. The new house will have house and driveway runoff collected and piped to S. 164th Street. As such, surface and groundwater potentially affecting the bank is reduced. In order to produce a nominal 2:1 maximum load prism within the bank, as a matter general practice recommended by this office for existing stable slopes with no groundwater problems, a two foot (2') top of slope set back is recommended. It is recommended that the vegetation on the slope of the bank not be disturbed. It is recommended that the brush, weeds and blackberries above the top of bank, if removed for landscaping, be re- vegetated with minimum delay, and that interim surface protection measures may be used if re- vegetation is deferred. This would be in accordance with usual residential clearing practice. A filter fence is recommended at top of bank during disturbance. Due to the bank being only eight feet high and stable, and the new construction on the site being 80 feet from the bank, any requirement for additional geotechnical evaluation for this site and for this bank is not warranted. B ce S. MacVeig , P. Civil Engineer Questions relating to this report may be directed to this office. / .5;0 2— MARSHOLdoc • ..... " • • 1 • 216.0 Lot 2 VEr/ 4 .4•a s 4. 0 .c w N N :t 0) 00 a' •o - v o a� o u) v 2, S88'42'38 "E N. end wood fence is 0.9' south & 0.3' Direst of set rebar w /cap • 01 01 -, ti / ?. ..f /i) chain link fence north of line P '1' 05 -V •4,. 150.00' N88 \42'38 "W js-3 s N 30' � Z, 150.00' painted E.' end chai is 0.6' nort of set reba 200.0 00.6 '6 • Q N off' 0 0 z 199.3 Elevation 200.0' Proposed 20' ingress, egre corner not se 2 00.4 30' ease Found 1 0.65' w of. set E. enc top = t z z re w 6 UO CD 0 cn J H wO = a w z � I- O Z I- w Lu U 0 O N o 1 w F- tL O ..z w • = P • ~ City of Tukwila Building Department 6200 Southcenter Blvd. Tukwila, WA 98188 Dear Sir: Soils Discussion: Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same September 13, 2002 Subject: James Marsh Residential Permit, 4724 S. 164th Street, Tukwila, WA - Recommended Footing Bearing Pressure for New Residence The following information is provided to insure proper footing design and to prevent water in the crawl space. From miscellaneous cuts on the site for terracing and along the lower bank it appears that the soils are the fairly typical sandy clayey loam common in the upper elevations and hillsides in Tukwila. These soils have from low to moderate permeability and typically do not allow significant flows of groundwater. These soils have typically low erosion potential in an undisturbed state, and from low to moderate in a moderately compacted or weathered. These soils have good bearing capacity in the undisturbed state. They cannot be recompacted for structural bearing in foundation areas, and significant trench backfills under foundations must use mechanically compacted pit run or suitable equivalent in these areas. Conclusions and Recommendations: The soils on site are acceptable for common footing and stem wall foundations. Footing should be a minimum of 18" below finished outside grade. Soils in an undisturbed state will have a safe working soil bearing pressure for footings of 2,000 psf. Due to the poor drainage characteristics of the soils, a positive footing drain is required around the entire building perimeter. z =1 . z � w U N W W w co �w z = F- 0 z r o U O — o ,- W W 1- 1 - O w z U= o z { Runoff from the roof should be collected and directed away from the location of the foundation. The finished grade around the building should positively slope away from the building for a distance of 5 feet or more, and the yard should be contoured to lead any uphill runoff running in the direction of the building around it to the lower yard. There should be no "low spots" in the finished yard contour to trap runoff during wet weather. Questions relating to this report may be directed to this office. Bruce S. MacVeigh, P.E. Civil Engineer EXPIRES: 4/24/ G� MARSH02.doc � COUNTY TREASURER'S CERTIFICATE I CERTIFY THAT ALL PROPERTY TAXES ARE PAID AND THAT A DEPOSIT HAS BEEN MADE IN SUFFICIENT AMOUNT TO PAY THE TAXES FOR THE FOLLOWING YEAR; THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED FOR COLLECTION; AND THAT ALL SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY HEREIN DEDICATED AS STREETS, ALLEYS, OR FOR OTHER PUBLIC USE ARE PAID IN FULL. THIS -- __ - - -- DAY OF DEPUTY KING COUNTY TREASURER KING COUNTY TREASURER NOTES: 1. SURVEY MADE vxTH THE BENEFIT OF A rLE REPORT FROM CHICAGO TITLE COMPANY, ORDER NO. 581453. DATED 9/14/DO Yv111H SUpP(iw[NTS. CuRR[wl valww 30 DAYS. 2. INGRESS S AND UTILITIES EAS[uEwT RECORDING NO. 20020628001691 FOR THE BENEFIT OF LOTS 1 AND 2 OF 7H|c. SHORT PLAT. MAINTENANCE OF SAID [AS[u[u7 SHALL BE THE RESPONSIBILITY OF THE OWNERS, THEIR HEIRS, SUCCESSORS AND ASSIGNS OF LOTS 1 AND 2, HAVING LEGAL ACCESS THEREFROM. SAID OWN[R3, HE}R3, SUCCESSORS AND ASSIGNS WILL PAY THEIR EOUAL AND UNDIVIDED SHARE OF THE COSTS INCURRED. 3. AN EASEMENT OVER LOT 2 OF THIS SHORT PLAT FOR INGRESS / EGRESS AND UTlU7l[S IS HEREBY [STA8L':7'��D FOR THE BENEFIT OF LOT 1 UPON RECORDING OF THIS SHORT PLAT. MAINTENANCE OF SAID EASEMENT SHALL 6L THE RESPONSIBILITY OF THE OwMERS, THEIR HE|RS, SUCCESSORS AND ASSIGNS OF LOTS 1 AND 2, HAVING LEGAL ACCESS THEREFROM. SAID Ov81[RS, HE|RS, SUCCESSORS AND ASSIGNS WiLL PAY THEIR EQUAL AND UNDIVIDED SHARE OF THE COSTS INCURRED. 4. SANITARY SEWER EASEMENT RECORDED UNDER RECORDING NO. 20020628001692 FOR THE BENEFIT OF LOT 2 OF THIS SHORT PLAT, AND RE—RECORDED UNDER RECORDING N0. 20020813000327 TO CORRECT TYPO ERROR. S. NO RUNOFF, INCLUDING DOWNSPOUTS, SHALL BE INFILTRATED INTO THE GROUND THROUGH DRY WELLS OR PERFORATED INFILTRATION PIPES AND TRENCHES. 6. LOTS IN THIS SHORT PLAT SUBJECT TO CONDITIONS SPELLED OUT IN G[OTECHN|CAL ENGINEERING REPORT3, BY ZIPPER ZEMAN ASSOCIATES, INC. DATED APRIL 19. 2000 AND SHANNON & WILSON, INC. DATED MARCH Q. 2001. AND SU8SEOU[wTG[OTEC*NICAL R[PORTS, FOR THIS SHORT PLAT. 7. ALL PRIVATE ACCESS, INCLUDING DRIVEWAYS, SHALL NOT EXCEED 15% SLOPE. 8. ALL UTILITIES IN THIS SHORT PLAT ARE TO BE UNDERGROUND. Q. THIS SHORT PLAT SUBJECT TO AN EASEMENT FOR THE BENEFIT OF PUGET SOUND ENERGY, INC. AS RECORDED UNDER RECORDING NUMBER 20020801001810 SA mpL p • `�� , • • - _-_ -- - _' TECHNICAL INFORMATION REPORT FOR JAMES MARSH 15848 47 AVENUE SOUTH TUKWILA, WA 98188 206.246 -0075 TUKWILA SHORT PLAT . PRE02 -009 PREPARED BY: BRIAN SLEIGHT, P.E. 17927 MILITARY ROAD SOUTH SEATAC, WA 98188 206.242.6305 206.949.8247 (MOB) EMAIL: BSL8@YAHOO.COM DATED JUNE 22, 2002 RECENED JAN 22 2003 COMMUNITY DEVELOPMENT ..' . TABLE OF CONTENTS Title Page. 1 Table of Contents 2 Project Overview 3 Offsite Analysis 8 Flow Control and Water Quality Facility Analysis and Design 10 Conveyance System Analysis and Design 14 Special Reports and Studies 15 Erosion and Sedimentation Control Analysis and Design 16 Operations and Maintenance Manual 18 General Notes 19 Photos 20 -22 Figure 1- Assessor's Map Figure 2 - Site Map Based on Topography Map Prepared by Schroeter Land Surveying Figure 3 - Soils Mapping Figure 4 - Downstream Conveyance System Map Figure 5 - Impervious Area Calculations Figure 6 - Exemption to Core Requirement #3 Figure 7 - Exemption to Core Requirement #8 Figure 8 - Clearing Limits Map z J •U O: co 0 ,. co =' • W0 •- d H In Z � I- a Z F-- •W gi p' O •0 . W w • .Z: W U =. O Z PROJECT OVERVIEW This project proposed to create two lots from an existing lot at 4724 South 164 Street. The tax number for the existing lot is 5379800472 (Figure 1). The existing lot slopes from west to east with a driveway along the east property line and a short rockery (2 -3 feet high) along the west side of the driveway. Slopes range from nearly flat on the driveway to around 25% for short slopes along the west side of the property (Figure 2). The lot has an existing house and shed on it. Both the house and the shed will be removed. The rest of the lot is a mixture of landscaped and unmaintained areas. The eastern portion of the lot above the rockery is mostly lawn while the western portion of the lot is mostly blackberries, which have recently been cut to ground level. There are several large pine trees along the north property line and above rockery. There is a large cedar tree near the southwest corner of the property. The eastern 35 feet is an existing driveway with a slope from the eastern edge of the driveway to the east property line. This slope is mainly covered with blackberries and other weeds. The width of the driveway appears to taper from about 21 feet wide at the middle of the lot to about 10 feet wide at the north property line. The northeast comer of the driveway was covered with blackberries and, according to the topography survey, slopes down so it was not considered impervious surface. However, the sewer line extends under this area and the area was likely used as an access road for the installation of the sewer line. Therefore, the existing impervious area may be higher than that stated below in the Flow Control and Water Quality Analysis and Design section. The soils in this area have been mapped as Qt (Vashon till) with sections of Qyg (younger gravel) (Figure 3). There was nothing identified in this investigation to contradict that mapping. Two soil logs with dug on the site to document subsurface conditions. Soil log 1 was approximately 15 feet south and 35 feet east of the northwest corner of the property. Soil log 2 was approximately 18 feet south and 75 feet east of the northwest property corner. The soil profile in both holes was very similar and described as follows: 0 - 12" brown silty sand or sandy silt with many roots and a few small rocks. 12.- 36" light brown silty sand or sandy silt with layers of clay and significant mottling below 24 inches. The soils on this site do not meet the requirements for infiltration as stated in the 1998 King County Surface Water Design Manual. 3 1'# Q,vd ;vf0 &I /so _ A 0 n cP � Q 4 R I LOT 2, 0 4 9 m '.r � . P c �p tj CS • 1• 1 ti aL0 P ti Y t �' n o 29 as .va+�• 30 9-P ct 28 Sb 's ,7 87 D Ig ■ o as' l g I ti � � 9 . NJ A t• v • 8 o V oa 6 � v 800 d 09 s • /Loa 27 /sa /4•s S i/ a .4 • a tkL b �o"P .1 P ~ wj! , p,( 1 7s Oq IR 6 0� h TS 70 N G i e 21 11 , 4•p • gl° ° yb 1-04' �� 'eta c p E, 2 r d 1 25 Ge tot 7.1 rs 75 5. 194TH _. To 1., 75. SC-;AC I ih...ai Nei:.:. L,: / ,4 : t 1 I ol t-.1.8C> h si N Nu 10, 3 11 SI/ 7 b Pi 0.1 v- ,Xrrytq S >s at��o� '.. 7Sa.ae- 7-c 0 CBS '; 9s is I 75 „do it 1 7S I 1S irc ,J45 7t j ,„ IEL.fI i r.�✓iu oco /314 • P O 1ot 3 lot • 4 1 1' k a iA3 4104. 4104. R ef� let 0 �.� ,cr.47 N49 -.r.. 0 ” tY- „.B9 1 N Q9 47 /G2.$ 3ta.74 • (63.24 lot 4 q �' Jo Jo lot l s G S io '- 3 eY- I •704 • Js • - Ja'4r• W /554/3 a 4 0C1.8 PCL A •7 r \ 9V _ Q w ♦r• r . ! #74.54 2e- a 0 �� c ' 9 c C-16 v � 1� � ;.!. r act. � D 'OjoZ h 447 f i 75 �9•,OU! fa = 1 ,•fq•4: i, 5464 J // i r , ,.�? S , q 0, ' IV Lr7T 3 1 10,55 /75.135 • IL 4 .0 d � sS an /Sa 34•54 e/ (G2? o 0O LOT l '6 - 4• 23 ■ c6owt LOT �3' n ,.� ,N4 o NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. '• i 10� .0 ‘lip 1 1 s. T lD t,1 �1( 19 r 11-- , • " 1- , • •• m ‘....-. _ • - . • I .- . • • ... .., •• .. 1 ."‘ ..1 . 1 - 1 - t ••-•et - . • r ' 1 . 1 x., e.... • • '• • • •• - • • •• • t I • L " ; iii !:•Al ..I 0 •., I • i':\ y• 1 1 ••• v •••,. .• • • '..%•__•••••_. ..:44.1' .....:N. . ..... .,:a ..,i• .31 i ■ ‘....• • .-- N !..16TtrInn. Irish 1 .ti e .....----- .. • - : • ..J.‘ • .• ...: . •• --, _- ••• .8 .. St.., ... .4. ..• ;. . .2 ... 14.2 •..Jilt. QYg s1 • • Ft6(46: 3 :•;,:.■ 3 24 M. Landslide deposits Qt Laeustrine sediments Qsc Younger Sand Qys L Includes Intimately mised material from various units, and discrete biostes of various units Mostly mixtures of slit clay, and fine sand. but may con- Gain organic mate. vial. Generally well sorted. poorly graded and loose. Where unit overlie imperme• sole mate springs near base cause erosion and subsequent sliding of sand. Same as younger sand Runoff poor. Slide movement typically products dosed de: prasions. Inflttra• lion slow. Springs very Common. Runoff generally poor, materials occupy doled depressions and have low sur- face slope. 10111• !ration slow. . Runoff poor to lair on natural surfaeu, poor where vegeta- lion and soil have been removed. In- filtration moderate on natural wrhees, fast on newly at surfaces. Springs common near bus and above silty layers. Runoff poor. lnttltta• lion moderate on natural surfaces, fast on tut sur - facsa. Springs common near bus. Water table generally dose to surfaa. Permeability par- ally low. Water table within a few feet of ground • surface. Permeability low. Presence depends on topography and underlying mate. Hal. Contains perched ground water In Iowa part M many oast. Permeability high. Same as younger sand Generally any to ex- unite with hand or power equipment. Generally easy to ex- crate with bander power automat. May be cohesive. Generally easy to a- ovate with hand or power equipment. Roneoh/sive. Sams Is younger sand Mostly unsuitable. Correction meas• tires needed. Generally poor to fair. May contain com- pressible Isyers. Felt to assailant but on area of 11111. or no slope. Lithe animal expect. able. Same as young's sand Roth natural and eel slopes generally unstable. Not generally found on natural *ca. Will stand In steep cuts for long pert. ods If dry, but de. posits gamily are wet and wilt stand for only short periods. Generally unstable on slopes steeper than about 30°. Subl'ct to rain•wash erosion and gully- Inc. May stand In stoop cuts for tart periods. Connally unstabls on noose stetoer than about 30 May stand In steep cuts for short periods. Very boot Poor to fair Goad Coed Fill. sand lay can. Crete. Road motel, on- ern" and asphalt aggregate. (111. Past •Q p .t much as 10 X dry weight • Goner- ally 1s acidic. In- nudes. Inorganic slay an nut tlon moderate where dry, but gen- erally saturated. Seasonal flooding common. 011. Can generally be dredged. May con• tarn large alas- nomad logs. capacity. Peat In upon few last of deposit will stand In stop tuts: fawn pest may run frilly when wet All surrlctal formations L•ww have been overridden and compacted by one or more disclose at least 3000 fait snick NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Chiefly ML but locally may Include Ct. and OL SP. SM. SW. Gw. GP. SP. 'MIT a tsly graded Runoff variable. Un. • Haight of water table Vary difficult to exa• Euallent. No stifle- Stands In steep natu• . Good Fill mixture of clay to drained and poorly depends ea t000• rate with hand or mint expectable. rat and cut slopes gravel sites. May drained doors'. graphic position. Ught power 'quick for tong periods. - contain goal lases slant common. Permeability very merit. Dena. May nvsl and stall of and and travel. Runoff good on to aseaot In con. tough and cohesive. by wetting and dry- "Hardpan" of tom- stupor slop's. Iliad Tenses of Generally lacks bad• Int. and (rasing Q mon usage. In some aras tilt is thin and consists of loose silty sand end Infiltration very slow. sand and gravel. ding or extensive fracturing. and thawing. Laval. El:aware till is thick: chars.. tsrisites In hole refer t01111 where it is more than 5 feet thick. . Conarallyuneamented. Runoff fair on natural Same is younger sand May be excavated Generally 'xeallant. May stand In steep Good Road motel. :on. Physical character. surfaces: poor with hand or Ilght but may be poor as sloass far snort crate and asonait lstics fairly canals. ware natural vet. power equipment. slopes that so- penod. Generally agsteA ate. 1111. • tent vertically and 'cation and soil May be panty ce• poach angle of re. unstable on states • laterally. Where hays been removed. monied foe llv ' IMO al malarial •r•..,.• Moab •■■••• 3 24 M. Landslide deposits Qt Laeustrine sediments Qsc Younger Sand Qys L Includes Intimately mised material from various units, and discrete biostes of various units Mostly mixtures of slit clay, and fine sand. but may con- Gain organic mate. vial. Generally well sorted. poorly graded and loose. Where unit overlie imperme• sole mate springs near base cause erosion and subsequent sliding of sand. Same as younger sand Runoff poor. Slide movement typically products dosed de: prasions. Inflttra• lion slow. Springs very Common. Runoff generally poor, materials occupy doled depressions and have low sur- face slope. 10111• !ration slow. . Runoff poor to lair on natural surfaeu, poor where vegeta- lion and soil have been removed. In- filtration moderate on natural wrhees, fast on newly at surfaces. Springs common near bus and above silty layers. Runoff poor. lnttltta• lion moderate on natural surfaces, fast on tut sur - facsa. Springs common near bus. Water table generally dose to surfaa. Permeability par- ally low. Water table within a few feet of ground • surface. Permeability low. Presence depends on topography and underlying mate. Hal. Contains perched ground water In Iowa part M many oast. Permeability high. Same as younger sand Generally any to ex- unite with hand or power equipment. Generally easy to ex- crate with bander power automat. May be cohesive. Generally easy to a- ovate with hand or power equipment. Roneoh/sive. Sams Is younger sand Mostly unsuitable. Correction meas• tires needed. Generally poor to fair. May contain com- pressible Isyers. Felt to assailant but on area of 11111. or no slope. Lithe animal expect. able. Same as young's sand Roth natural and eel slopes generally unstable. Not generally found on natural *ca. Will stand In steep cuts for long pert. ods If dry, but de. posits gamily are wet and wilt stand for only short periods. Generally unstable on slopes steeper than about 30°. Subl'ct to rain•wash erosion and gully- Inc. May stand In stoop cuts for tart periods. Connally unstabls on noose stetoer than about 30 May stand In steep cuts for short periods. Very boot Poor to fair Goad Coed Fill. sand lay can. Crete. Road motel, on- ern" and asphalt aggregate. (111. Past •Q p .t much as 10 X dry weight • Goner- ally 1s acidic. In- nudes. Inorganic slay an nut tlon moderate where dry, but gen- erally saturated. Seasonal flooding common. 011. Can generally be dredged. May con• tarn large alas- nomad logs. capacity. Peat In upon few last of deposit will stand In stop tuts: fawn pest may run frilly when wet All surrlctal formations L•ww have been overridden and compacted by one or more disclose at least 3000 fait snick NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Chiefly ML but locally may Include Ct. and OL SP. SM. SW. Gw. GP. SP. 0 0 0 N 1° d' 61 15gg U w M20040 w NT 4 1 1l 16206 1 M20038 120 0 . co I 216212 a M20037 4 LOT g MN O O to °t d N N N ti) 63 M20050 4 16055? 16052 < 16051 co M20039n M14897 7, ^ o YO' 5.4 10 H2159 16202 m k\ i 16208 M1185 02 4 3 ! X I 1 M11 8 4 6 '4• A9 0 M1182 5'16224 V1586 4" AC 16303 M8472 sto o .-- o° , 2 16415 M 15828 8 565 JANUIIDER SEA -T 55 M1f 8 16056 M1429 4 "AC M O 75 1:100 EXT., 1966 3850 16304 M9131 75 6 CITY LI BAITS KCC 1%.- M13335 16053 6 °; M20546 16207 M9354 M1818 16209 M9323 16213 16411 M5392 16417 M7747 16217 M9576 .4 o N Ce O CO U w z 55 15 1 125 75 T 11J0 55 75 ORD. FB20 to -kr 'i 1 � M 105 n8 1 682 La M20045 4 "AC 567 TOLAND EXT., LOT 1 O to I O N � N O 1 L N ! 8.OT 2 R. I I 0) op cn 0 U N co - i I � o f 16311 w 01 In p M8473 J N LOT 1 70 Y 75 to 0 85 ;,; ■11 10 � ►���� <ICi►7���� ►? ISM =' Z�117���(elaili?MINIK Lil1•Irnii.i �NIIi►n V3854 r I N N I� 1 1 �� 3853 V38 1 , WILA 0 4 75 614 O• - `"^ nr 134 OFFSITE ANALYSIS Runoff from this site currently flows from west to east until it gets to the existing driveway. Runoff from the driveway either flows south to South 164 Street or over the edge of the driveway onto the adjoining properties depending on the condition of the driveway. In the developed condition, runoff from the driveway will be directed to the south into the drainage system along the north side of South 164 Street. The drainage system along the north side of South 164 Street is a mixture of enclosed pipe and open ditch between this site and 51" Avenue South. At 51h` Avenue South, the drainage system is an enclosed pipe that crosses south under South 164 Street then east under 51" Avenue South. The system then continues east in South 164 Street to the east end of the public right -of -way. From this point, a 12 inch concrete pipe leaves the right -of -way pointing directly at a house. A 12 inch pipe enters the drainage system below this house on 53 Place South While it was not confirmed that the 12 inch pipe leaving the South 164 Street right -of -way is the same as the one entering the 53' Place South right -of -way, there were no other pipes found entering the downstream drainage system that could be connected to the drainage system in South 164 Street. From 53' Place South, the drainage system goes north to Slade Way then east to 54 Avenue South where the drainage system leaves the public right -of -way again and flows towards Interstate 5 (Figure 4). The point at which the drainage system leaves the 54 Avenue South right -of -way is a little over four tenths of a mile downstream. The drainage system is entirely within the public right -of -way except for the section between South 164 Street and 53' Place South. Although it was sunny and dry during the downstream investigation with no rain for several days prior to the investigation, there was sign of erosion of the ditch sections or overflow of the enclosed sections for that portion of the drainage system in the public right -of -way. No flow from upstream properties enters this property because the private access road along the west property line has an asphalt berm along its east edge. The berm directs runoff to the south into the drainage system along South 164 Street. 8 z w ec 0 0 u) o . W = F—. N u- : W0 . u- 5 I - • w Z = H O w 1 - . • w U � 0• O 1- W W , 1 - - ( 1 ) U — 0 Z 5 172ND PL S 1681 ST 5100 N NINKLER PARKINY PIRA • r �, SOUI7CENTER TRI I. lNO h kw, 685 [VMS SUCK 04 BAKER TRECK„ r. I: x1 1ua �' Sl. 'Y '4V • • tit TR hl 1 \IM SKYWAYI / 17, r 1:41‘11 •. f 71. " ST Ft 6114 s I tK1'! . } y l,} .1 CI 1111111 to ^' i! I! � F .. 911 'Isl sT ... 5 :-../ AN sn 17{lo 51 5 133RD !MI /VIE /U111 11 51 S 127111 SI -� S1 e RtACK RIV(R s Q blur « 'A All / K 4 •• •Sf 5_ „135111 si 13 . s lima( RIVER :RIPARIAN . f 1EST NTON ; 24 6 u RENTON YETWYDS NTON UQN » 33RD , � sT a 9 3811 5T ).} 1L LA sw' - 'T 2 3 4 5 6 ONI 01 FLOW CONTROL AND WATER QUALITY FACILITY ANYALYSIS AND DESIGN This project will create approximately 4822 square feet of new impervious surface (Figure 5). Per Exemption #1 to Core Requirement #3 of the 1998 King County Surface Water Design Manual (Manual), no flow control facility will be required for this project (Figure 6). Although no flow control measures are required for this project, it is recommended that flow control best management practices, specifically perforated tightline connections as described in Appendix C, Section C2.5 of the Manual, be incorporated into the construction of the houses on the completed short plat. This project will create approximately 1117 square feet of new pollution generating impervious surface (Figure 5). Per Exemption #1 to Core Requirement #8 of the Manual, no water quality treatment facility will be required for this project (Figure 7). 10 MARSH SHORT PLAT 4736 SOUTH 164TH STREET TUKWILA, WA 98168 TOTAL LOT SIZE EXISTING IMPERVIOUS SURFACE HOUSE 1016 SHED (TO BE REMOVED) 279 EX. DRIVEWAY* 1883 DEVELOPED IMPERVIOUS SURFACE HOUSE (LOT 1) HOUSE (LOT 2) NET INCREASE IN IMPERVIOUS SURFACE NET INCREASE IN PGIS SQ. FT. 15000 TOTAL 3178 TOTAL PGIS 1883 TOTAL PERVIOUS 11822 TOTAL 8000 TOTAL PGIS ** 3000 TOTAL PERVIOUS 7000 4000 4000 1 48221 1 11171 F /6vfE 3 * DENOTES POLLUTION GENERATING IMPERVIOUS SURFACE (PGIS) * *ESTIMATED FROM PRELIMINARY LOT LAYOUT ASSUMING 20 FOOT WIDE DRIVEWAY AND DOUBLE CAR GARAGE. NOTE: THE IMPERVIOUS AREA FOR LOTS 1 AND 2 INCLUDE ALL IMPERVIOUS SURFACE ON THE LOT INCLUDING THE HOUSE, DRIVEWAYS, ETC. PER SECTION 3.2.2.1, PAGE 3-27 OR THE MANUAL. CI EXEMPTIONS FROM CORE REQUIREMENT #3 There are eight possible exemptions from the requirement to provide a formal flow control facility per Core Requirement #3. The intent of these exemptions is to provide for situations where a facility may not be practical or needed, where other alternatives to a facility can he just as effective. or where it makes Z sense to provide incentives for retaining native vegetation or for maximizing use of existing developed 1 Z areas. ce w V1 •:"- ImpeIVikus Sum licempitionl o A proposed project or any threshold discharge area within a project is exempt if less than 5,000 0 tir square feet of new impervious surface will be added and the project or threshold discharge area is not w within a Landslide i Iazard Drainage Area 3 If the project or threshold discharge arca is located to w within a Landslide Hazard Drainage Area, this exemption only applies to new impervious surface less w 0 than 2,000 square feet. 2 J f 2. Impetviouf3 surface Exemption Using Flow Control BMPs ' u D Any threshold discharge area within a proposed project is exempt if less than 10,000 square feet of H w new impervious surface will be added, AND all of the following criteria are met: z a) The area cleared to accommodate the proposed project must be less than 35% or less than 2 acres w O of the threshold discharge area (whichever is greater), AND w b) If the project is a single family residential project, flow control BMPs must be applied within U 0 the threshold discharge area as specified in Small Site Drainage Requirements (detached to 0 '— Appendix C), AND w w c) For projects other than single family residential projects, the new impervious surface within I the threshold discharge area must be comprised of either non - pollution - generating roofs that u_ 0 comply with the roof downspout controls in Section 5.1, OR roads, trails, or driveways that u. Z comply with the rural roadway dispersion requirements in Section 5.2.1, AND U O ~ d) The manner in which runoff is discharged from the project site must not create a significant Z adverse impact per Core Requiretnent #1. "3. Peak Glow Exemi)iioti'U..ng Flow Control BMPs • Any threshold discharge area within a proposed project is exempt if the project improvements within the threshold discharge area generate less than a 0.1 cfs increase in the existing site conditions" ? 100 - year peak flow rate, AND all of the following criteria are met: a) If the project is a redevelopment project, flow control BMPs must be applied as specified in Section 5.2. and the project improvements must not significantly impact a "severe erosion problem" or "severe flooding problem" (see page 1 -21), and rnust not be located within a Landslide Hazard Drainage Area, AND b) If the project is a single family residential project, the runoff from impervious surfaces must he infiltrated or dispersed using flow control BMPs specified in Appendix C, and any areas of native 31 Landslide Hazard Drainage Areas are delineated on a map adopted with this manual (see map pocket on inside of back cover). 32 Existing site conditions depend on what, if any, Land conversion activity has occurred on the site since May 1979 when King County first required flow control on developments adding more than 5.000 square feet of new impervious surface. IF a drainage plan has been approved by the County since May 1979 for any land conversion activity which includes the addition of - more than 5.000 square feet of new impervious surface. THEN existing site conditions are those created by the site improvements and drainage facilities constructed per the approved engineering plans. OTHERWISE, existing site conditions are those that existed prior to May 1979 as determined from aerial photographs and, if necessary. on knowledge of individuals familiar with the area. The intent is to mitigate unaddressed impacts created by site alterations or improvements. such as clearing, which have occurred since May 1979. q 1995 Surface Water Design Manual il/off 1 -27 F /GviE 6 .. Si.CTION 1.2 CORE REQUIREMENTS 9/1/9K • Special Requirement #5: Oil Control, Section 1.3.5 (p. l -62) —This requirement applies spccuu rat controls to those projects proposing to develop or redevelop a high -use site. Key Definitions • Pollution- generating impervious surface (PC IS) Definition: Those impervious surfaces ctmsidetetl to be a significant source of pollutants in stormwater runoff. Such surfaces include those which arc subject to vehicular use or storage of erodable or leachable materials, wastes, or chemical s, and which receive direct rainfall or the run -on or blow -in of rainfall." Metal roofs are also considered to be PGIS unless they are treated to prevent leaching. • Pollution- generating pervious surface (PGPS) Definition: Any non - impervious surface with vegetative ground cover subject to use of pesticides and fertilizers. Such surfaces include. hut are not limited to, the lawn and landscaped areas of residential or commercial sites, golf courses, parks and sports fields. z w CL W V 0 0 in a J � w ❑ EXEMPTIONS FROM CORE REQUIREMENT #8 There are five possible exemptions from the requirement to provide a formal water quality facility per I – _ Core Requirement #8: z 1- I– 0 l 1. Surface Area Exemption w w A proposed project or any threshold discharge arca within a project is exempt if it meets all of the j following criteria: 0 cn 0 I— w tl.I tJ 0 I a) Less than 5,000 square feet of new PGIS will be added, AND b) Less than 5.000 square feet of contiguous PG1Si will be created through any combination of new and/or replaced impervious surface as part of a redevelopment project, AND c) Less than 1 acre of contiguous PGPS will be added and /or modiffed, OR there is a formal agreement with King County to implement a landscape management plan for the PGPS areas on the site (or a farm management plan in the case of an agricultural land use). 40 A surface, whether paved or not, shall be considered subject to vehicular use It It Is regularly used by motor vehicles. The following are considered regularly -used surfaces roads, unvegetated road shoulders. bike lanes within the traveled lane of a roadway, driveways, parking tots, unfenced iirelanes, diesel equipment storage yards, and airport runways. The following am not considered regularly -used surfaces: road shoulders primarily used for emergency parking, paved bicycle pathways, bicycle lanes adjacent to unpaved or paved road shoulders primarily used for emergency parking, fenced firelanes, and infrequently used maintenance access roads. 47 Erodable or leachable materials, wastes, or chemicals are those substances which, when exposed to rainfall, measurably alter the physical or chemical characteristics of the rainfall runoff (examples include erodable soil. uncovered process wastes. manure, fertilizers, oily substances, ashes, kiln dust, garbage dumpster leakage, etc.). 40 A covered parking area would be considered pollution-generating if runoff from uphill could regularly run lltrouglt it, or if rainfall could regularly blow in and wet the pavement surface. The same parking area would not be included if it were enclosed by walls or 11 a low wall and berm prevented stormwater from being blown in or from running onto the covered area. 49 New PGIS means new impervious surface (as defined on page 1 -4) that is pollution - generating. 50 Contiguous PGIS means a discrete patch of PGIS that is all together as opposed to being separated in different locations on the project site. As used In this and other exemptions, the Intent Is to apply Core Requirement 118 to those redevelopment projects that are replacing and/or adding enough impervious surface In one location to allow for opportune installation of a water quality facility. 51 Contiguous PGPS means a patch of PGPS that is all together as opposed to being separated in different locations on the project site. 52 Modified PGPS means any existing PGPS that is re- graded or re- contoured by the proposed project. 53 Landscape management plan means a King County approved plan for defining the layout and long -term maintenance of landscaping features to minimize the use of pesticides and fertilizers, and to reduce the discharge of suspended solids and other pollutants. Guidelines for preparing landscape management plans can be found in Reference Section 4 - Submittal requirements are detailed in Section 2.3.1.4. Ff6 vx c 7 SDI 1998 Sutlacc water Design i\lannal • 1 -50 z File: L03 -0004 35mm Drawing #1 .... _ �� : .: �, CONVEYANCE SYSTEM ANYLYSIS AND DESIGN The only conveyance necessary for this project will be in the driveway for runoff from the south property line to the catch basin in South 164 Street. This conveyance can be by gutter (thickened edge or vertical curb) or by underground pipe. If by pipe, a catch basin should be installed at the north end of the pipe, the pipe should be a minimum of 8 inches in diameter (preferably 12 inches), and have a minimum slope of 2 %. .. .. ,. W ▪ U; L1 UO U) W =: J • LL w O gQ to D = d F- W Z I- O, Z 111 Lus gyp;. 0 I- W - Ut O iu Ua H F=- O z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. EROSION AND SEDIMENTATION CONTROL ANALYSIS AND DESIGN The Temporary Erosion and Sedimentation Control (TESC) plan for this project can be summarized by not clearing 9utside the approved clearing limits and installing sedimentation control measures on the driveway between the south property line and the catch basin in South 164 Street. Such sedimentation control measures could include, but not be limited to, filter fabric placed in the inlet of the catch basin, constructing the driveway during a dry period, and hay bales or check dams in the conveyance path along the driveway. Erosion control for the construction of house on this site should be identified during the building permit review process. The following notes shall apply to the site also: 1) One person shall be designated as the TESC Supervisor for all erosion and sedimentation issues. The TESC Supervisor, or their designee, shall be available 24 hours a day, seven days a week while any area on the site is exposed and not stabilized. This person shall have full authority to make decisions, both managerially and financially, concerning the temporary erosion and sedimentation control measures on this site. 2) No clearing shall take place outside of the approximate clearing limits shown on this plan unless approved by the City of Tukwila prior to clearing beyond said limits (Figure 8). 3) All TESC measures shall be in accordance with he 1998 King County Surface Water Design Manual unless otherwise approved by the City of Tukwila. 4) The implementation of this TESC plan and the construction, maintenance, replacement, and upgrading of the TESC facilities is the responsibility of the applicant/TESC supervisor until all construction is approved. 5) The TESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 6) The TESC facilities shown on the attached plan are the minimum requirements for the anticipated site conditions. During the construction period, these TESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing conditions (i.e. additional sump pumps, relocation or addition ofditches or silt fences, etc.) 7) Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season (October 1 through April 30) or for seven days during the dry season (May 1 through September 30) shall be immediately stabilized with approved TESC cover methods (i.e. seeding, mulching, plastic cover, etc.) unless otherwise approved by the City of Tukwila. 16 File: L03 -0004 35mm Drawing #2 • Z W U; 0 C .co 0. U) 1.1.1; W 2, W g .W�' 2 Z •I- O •UC ;0H: ; uj: • w Z' • O 00 • Ur, NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. GENERAL NOTES 1) The information contained in this report is based on a topography map prepared by Schroeter Land Surveying dated 4/5/02, the King County Assessor's map, and on site observations and measurements. If any changes are made to these drawings or the site that will affect the calculations in this report, the design engineer shall be notified. All construction based on this report shall be stopped and shall not proceed until the impact of the changes can be reflected in a supplement to this report. 2) This report is prepared for the sole use of James Marsh for the purpose of subdividing the property at 4724 South 164' Street. All other uses are expressly prohibited without prior written approval from the design engineer. 3) All construction related to the drainage system for this project will be in accordance with the 1998 King County Surface Water Design Manual and the 1993 King County Roads Standards unless specifically mentioned in this report and or approved by the City of Tukwila. z a — Z • c w �0 0 : co 0 CO W. w = J l- U) LL' w 0. 2 g Q w d • =w �' Z I— O z uj w .0 H w LL H' O' .Z' w z • lo 20 'PHOTO 1: LOOKING EAST ALONG THE NORTH SIDE OF SOUTH 164TH STREET. DRIVEWAY TO MARSH 'PROPERTY EXITS .LEFT. FIRE HYDRANT AT ENTRANCE TO DRIVEWAY. PHOTO 2: LOOKING NORTH FROM SOUTH 164 STREET AT MARSH'S DRIVEWAY. APPROX. LOCATION OF CATCH BASIN IDENTIFIED BY ARROW. 'PHOTO 3: LOOKING NORTHWEST FROM NEAR THE SOUTHEAST CORNER OF THE MARSH PROPERTY. SURVEY MARKER IDENTIFYING WEST EDGE OF 30 ACCESS AND UTILITY EASEMENT SHOWN IN LOWER LEFT CORNER. HOUSE AND TREE SHOWN WILL BE REMOVED. • 22 PHOTO 7: LOOKING SOUTHEAST FROM NEAR THE NORTHWEST CORNER OF THE MARSH PROPERTY. SOIL LOG HOLES ARE IDENTIFIED BY ARROWS. PHOTO 8: LOOKING SOUTHERLY ALONG THE WEST PROPERTY LINE. ASPHALT BERM IDENTIFIED BY ARROW. NORTHWEST PROPERTY CORNER OF MARSH PROPERTY IS NEAR POWER POLE. PHOTO 9: LOOKING NORTHERLY ALONG THE WEST PROPERTY LINE. SHORT PLAT NO. City of Tukwila King County, Washington DEDICATION Know dl men by thew presents that re, the undersigned. owner(*) in fee simple and/or contract purchaser(*) of the land herein described do hereby make a short subdivision thereof pursuant to RCW 50.17.060 and acknowledge that said subdivision shdl no be further divided N any manner within a period of five years. from date of record. without the fling of a final plat. The undersigned further declare this short plot to be the graphic representation of said short subdivision and the tame Is mode with the free content and In accordance rich the deslre of the ownr(e). The undersigned further declare to waive dl claims for damages against any governmental authority arising from the construction and maintenance of public facilities and public property within the subdivision. N W1KSS WIERECF we set our hard* and soda Nana Noe Mane Nom• Noe Nano state of WaWlnptrl Cowry of 1 certify tot 1 Imo. ar have .at4tootry add. o. that fled tlu. IneNWn•nt and adwoN.aeed N to M (Ne/hr) ew and mimicry *et for the ueee and pwpo.ee mantloeed In Ito InstiwnfriL Signature of Notary public: Dated My apa•NM..t ewes WM et elerdnpen © o my et 1 a•rtlfy Net 1 knee of tare eet efactay .vldwn that .lpn•d .,r Instrument and octno0edg.d It to M (d *) free as voluntary oat ter the Imo old prpa•r menlbo.d In the Mbueant. Signet,. of Notary Pudic Dated N y appointment alpha EE, JAN 2 2 2003 COMMUNITY DEVELOPMENT RECORDER'S CERTIFICATE filed for record this. day of 20 aL... In book of at pag e of the request of Mgr. • Supt. of Records • APPROVALS: Red.wed and approved by the Short Subdbbbn Gambit« and hereby certified for fling this _day of Eveel.d and swerved Mb — day of 20—. Mohnen. dart Suwdolon 0ar.rutlee DEPARTMENT OF ASSESSMENTS Owmkled and wewd tble — day of Arnow, Deputy Assessor Acommt Number, 0370 402 20_ OLD IEGAL DESSNIPTION BEGINNING AT A POINT OF THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY. WASHINGTON. NORTH 89'59'10' WEST 806.1 FEET FROM NORTHEAST CORNER OF SAID SECTION 27, AND RUNNING THENCE SOUTH 0015'50' EAST 991.6 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 00•5 EAST 100 FEET; THENCE NORTH 89'59'10' WEST 150 FEET; THENCE NORTH 0015'50' WEST 100 FEET; THENCE SOUTH 89'59'10' EAST 150 FEET TO THE TRUE PONT OF BEGINNING; TOGETHER 111TH A 30 FOOT EASEMENT ACROSS THE EAST 30 FEET UNDER DOCUMENT RECORDED UNDER RECORDING NUMBER 20011002001354. (ALSO KNOWN AS SOUTH 200 FEET OF LOT 27. BLOCK 5. MCMICKEN HEIGHTS NO. 2. ACCORDING TO THE UNRECORDED PLAT THEREOF; EXCEPT THE SOUTH 100 FEET THEREOF). LAND SURVEYOR'S CERTIFICATE 1, Richard Srhrootltr a registered as a land surveyor by the State of Washington. certify that this plot It based on on actual survey of the fond described hreM, conducted by me or under my supervision; that the distances. courses and angles are shown thereof correct* and that monuments other. then those monuments approved for setting at a later date, have been set and lot corners st e • ound as depicted on the plat.' Certificate No. L`r``" NEVI LEGAL DESCRIPTION LOT 2 SURVEY FOR: James k Stephanie Marsh 15849 — 47th St.; Tukw2a, WA RECORDING NO. VOL./PAGE SCALE: 1 amok w PORTION OF SE 1/4 of NE 1/4, S. 27 T. 23 N , R 4 E., W.M. LOT I BEGINNING AT A POINT OF THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M., IN KING COUNTY. WASHINGTON. NORTH 8939'10' WEST 806.1 FEET FROM NORTHEAST CORNER OF SAID SECTION 27, AND RUNNING THENCE SOUTH 0015'50' EAST 991.6 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 0095'50' EAST 100 FEET; THENCE NORTH 8939'10' WEST 150 FEET; THENCE NORTH 0015'50' WEST 100 FEET; THENCE SOUTH 8939'10' EAST 150 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE WEST 70 FEET THEREOF TOGETHER WITH A 30 FOOT EASEMENT ACROSS THE EAST 30 FEET UNDER DOCUMENT RECORDED UNDER RECORDING NUMBER 20011002001354; AND SUBJECT TO A 15 FOOT EASEMENT FOR INGRESS. EGRESS AND U1IUTIES ACROSS THE SOUTH 20 FEET THEREOF. (ALSO KNOWN AS A PORTION OF THE SOUTH 200 FEET OF LOT 27, . BLOCK 5, MCMICKEN HEIGHTS N0. 2. ACCORDING TO THE UNRECORDED PLAT THEREOF; EXCEPT THE SOUTH 100 FEET THEREOF; AND EXCEPT THE WEST 70 FEET THEREOF). THE WEST 70 FEET OF THE FOLLOWING DESCRIBED PARCEL BEGINNING AT A POINT OF THE NORTH LINE OF SECTION 27. TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M., IN KING COUNTY. WASHINGTON, NORTH 883910' WEST 806.1 FEET FROM NORTHEAST CORNER OF SAID SECTION 27. AND RUNNING THENCE SOUTH THENCE SOUTH 991.6 18'6 [AS 100 FtE T NORTH NNINO; 69'5910' WEST 150 FEET; THENCE NORTH 001880' WEST 100 FEET; THENCE SOUTH 8939'10' EAST 150 FEET TO THE TRUE PONT OF BEGINNING; TOGETHER W11TH A 30 FOOT EASEMENT ACROSS THE EAST 30 FEET UNDER DOCUMENT RECORDED UNDER RECORDING NUMBER 20011002001354; AND TOGETHER WITH A 20 FOOT EASEMENT FOR INGRESS, EGRESS AND UTIUTIES ACROSS THE SOUTH 15 FEET OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING AT A POINT OF THE NORTH LINE OF SECTION 27; TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M., IN KING COUNTY. WASHINGTON. NORTH 89'59'10' WEST 806.1 FEET FROM NORTHEAST CORNER OF SAID SECTION 27, AND RUNNING THENCE SOUTH 0015'50' EAST 991.6 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 0015'50' EAST 100 FEET; THENCE NORTH 89'59'10' WEST 150 FEET; THENCE NORTH 0015'50' WEST 100 FEET; THENCE SOUTH 89'59'10' EAST 150 FEET TO THE TRUE PONT OF BEGINNING; EXCEPT THE WEST 70 FEET THEREOF; (ALSO KNOWN AS THE WEST 70 FEET OF THE SOUTH 200 FEET OF LOT 27, BLOCK 5, MdAICKEN HEIGHTS NO. 2. ACCORDING TO THE UNRECORDED PLAT THEREOF; EXCEPT THE SOUTH 100 FEET THEREOF). SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS Ka ear 113 Sohrst Waslwatan 91062 QOL) 2.24421 FAX 0:201443-1471 DWN. BY law DATE 12/21/01 GATE FIELD 4/10/02 SCALE • 1 . w 30. JOB N0. 392/12 . PROJECT NO. 01160p. SHEET • 1 .01 2. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. SHORT PLAT NO. City of Tukwila King County. Washington I I I 1 !_----______I i I I I I 1 I I I I 1 1 SCALE I lash - 30 IL i 1 30' 60' PORTION OF SE 1/4 of NE 1/4, S._27 T. 23 N., R. W.M. RECORDER'S CERTIFICATE filed for record this day of 20 at M In book. of of page at the request of Mgr. Supt. of Records 1 r tie N ° ' ` vs- I i S88•42'38'E cote. S 6939'10' E deed 150.00' deed $ t 70.00' i o to be i 33 moved 1 1 • Irl E 8 O Y 88 2 V V S r . 11 3 Lot 2 r. • Area - 7,000 sq.ft. i West end chain link fence Is 0.1' north 70.00' 60.00' 41 n Lot1 Area - two sq.ft. Ex sting House M14 to be renoved 150.00' N. end wood fence N88'42'38'W calm N8939't0'W deed is 09' south & 0.3' west of set robe( w /cop } 30 So. 164th St. Proposed 20 easement for �Mgrass, egress & uteitles 80.00' T I corner not set Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a she second theodoli • and electronic measuring device, supplemented by a steel tope. LAND SURVEYOR'S CERTIFICATE 7, Rlehnrl Soh otter , a registered as a lond surveyor by the Slott of Washington, certify that this plot Is based on an.actuol 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 of a later dots, have been set and tot comers stale on 1 nd as depicted an the plat. C.rtifcat. No. 4..C2j 11 r E. end chain ink fence N 0.6' north & 1.2' west ot set rebar w /cop 30' easement Rec. /20011002001354 8.. Found 1/2' pipe 0.65' west & 0.96' south of set rebor w /cop North line of Sec. 27.123N, R4R, W.M. S88'42'38'E KCAS N89'59'10' W Deed 806.t0• deed So. 160th St. SEIRYSY FOR: James & Stephanie Marsh 15849 — 47th St. Tukwila. WA N88'42'38'W cola. 804.95' cafe. REC8 QED 4a.T Cr+.. 9 �J 1' -m JAN 2 2003 COMMUNITY DEVELOPMENT SCHROETER ®LAND SURVEXING PROFESSIONAL LAND SURVEYORS P.11 lo. 1113. ce&xret, veer -ato, sow atoll 2et -4411 Fex (200 243-11479 OWN. BY law Found Y Bross disk w /punch In concrete in case — 12/9/98 Found 1/2' pin In concrete In case — 12/9/98 So. 168th St. DATE 4/10/02 DATE FIELD 4/5/02 SCALE 1 -30 JOB N0. 392/12 PROJECT NO. 01f6Osp SHEET 2 OF 2 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • _ _ -- -- _____ 58842381 KCAS N8 '10' WNW 8 06 . 1 0' So. 16Ot .St. North line of Sea 27, T23N, R4R, W.M. Supplement to Marsh. Short Plat `6`6 Mo d 588'42'38'E Kti 21&d' t1 o' chain link fence north of line Lot +1' 217 216A 213.8' . • g> � / , 1 ad ! , ce / 415 b , - N68 2'38'W 'Co N. end wood fence Is 0 9' south & 0.3' est of set rebor r /cop Proposed 2d easement for Ingress, egress k ut11lW Note The locator of uum.e as .Men serbmg the subject property have been taken /ran Webs records. V. comet coney to their •ccuracy arWor completeness. Whore cdvanceW crostruste. involving excavation or renovI of existing rirbtturee. call a (came armor or 1-e0g- 424 -5555 for underground utility locations. red data for this survey ens obtained by erect held n easlreneete. 0 . M? and hear Matronships env heasur1d e lth • m ucand theodolite and el.ctrarac *starts neanrl9 devlu, wpplenented by a steel tape. Contours as sheen have been nterpolated between spat eleratnas, actual gruad•wrface nay wry. TMs survey has been proW'.d for the yMu.w use of pores craw nines sneer hence 0.y. an does net extend to any unwed third par•re. eithut Meets recertNcat1p1 by the land su veyx. • 150.00' E. end drop link fence is 0.6' north. k 1.2' rest of set rsbar w /cap 209.0 `— Elevation assumed 200.0' 0 set rebor w/cop ZaO'" 1 i/1 l ` 2004 1. P 1./ -53 comer not set le --- 30' easement Rec. 920011002001354 W P I 0 z . 199.3 Found 1/2' pip. 0.65' •ut & 0.96' south of set rebor w /cop E. end 12' top - 199.1 So. 164th St. FEET; THENCE SC POINT OF BECANN TOGETHER WITH 1 UNDER DOCUMEN 20011002001354. (ALSO KNOWN A; HEIGHTS NO. 2, t EXCEPT THE SOU W. end trap top - 201.0 N88'42'38'W ca 804.95' cafe. - WM ■ -. OW In • Found 2' Bran din if/punch In concrete in case - 12/9/98 LEGAL DESCRIPTION BEGINNING AT A POINT OF THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY. WASHINGTON, NORTH 89'59'10' NEST 806.1 FEET FROM NORTHEAST CORNER OF SAID SECTION 27. AND RUNNING THENCE SOUTH 0015'50' EAST 991.6 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 0015'50' EAST 100 FEET; THENCE NORTH " 0 FEET; THENCE NORTH 0015'50' NEST 100 I 1H 89'5910 EAST 150 FEET TO THE TRUE 30 FOOT EASEMENT ACROSS THE EAST 30 FEET RECORDED UNDER RECORDING NUMBER r Sr UTE SOUTH 200 FEET of LOT 27. BLOCK 5, McMICKEN COR DING TO THE UNRECORDED PLAT THEREOF; 100 FEET THEREOF). GRAPHIC SCALE ( 1x /we ) 1 ld.h - 30 R. 4 /10/02 • Elevation Datum Assumed bs Found 1/2' pin In concrete in was - 12/9/98 So. 168th St. SCIIROETERZLAND . SURVEYING PROFESSIONAL LAND SURVEYORS SCALE r - 30' , I wn0 wat.r•melr 'ace; . °i S (0011 ^I "F — 8 — Pas t e s 1 ,� —w— eater tint 0 , O) > I V) I g P I 0, IY ►R 1os .l; Idahrst. V•shnsten 30142 (1100/ 842-4401 FA0 01003143-%n PRoJCT NO. 01180 JO8 NO. 392/12 DATE Mao 12/21/01 DWN By low SEC. NE 27 -23-4 CHKD. BY SHEET 1 OF 1 .9 I * —SD storm drain this. C poser pots Ulght 'LEGEND 1) Concyits Monument in Co.. -y- Mommies( X Tack in lead or Nab k Dln • Bronze plug O . Set rabor w /wp .23604 • Found pipe or mbar x( Hydrant •o, Power pole Deciduous Tree • Evergreen Tree II Catch Basin pd Gas Valve Water Valve 0) sewer manhole ® .tortes drain manhole JAN 2 2 2003 COMMUNITY DEVELOPMENT SURVZY FOR: James k Stephanie Marsh 15849 - 47th 51. Tukwila, WA NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. .'Lens:_ s c •: to S:+ 'r 112 9 SaltDULS. :0 WC US4DER.Coft.0 POLOC•1217 PAMIC, CA3t.E C 0 M NiTY DEVELOPMENT S. 164- tt Oriweau JA1.e5 AND Step-V.441C MAR30 SCALE: I 10 wre:8-2 APINOVED C.0.01.11 Aloaac MARSH PAttcaL..*: 537 so - 0+72-- e rtrre • These plena have ben mimed by the Public W� da Depainuent for conforrnance with current Gig standards Acceptance is subject to mom nod minions which 43 not almi= violations of ndoPted aceeducds et ordimaxea. The reepcadbilier fez me adequacy or chi dears reets totally with the des.inuct. Atklitlem deice= cr so thew thulium ette dig dm T void obit wow= sod la !Nubs a cootagtuil et imbed &awns Rad ocoldtmo Nob42 'a kid havocdce bt dr ?oldie Wale odd: linpecox. Dec Ttri 13.1/461n4 ,••••, tr— .4"7: rt, /PRoPoSED EASEMENT (PRAY hTE 1 , A , yin Lilies) 150 S. to NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 10 AW.ENT FOR INIorgUSS, T-4.4ESS 4 wen:I 4 I0a). ea) pal 5 t ‘c rit/" A oirMITIRuaA • SEP 1 St00/ PERICITCF-NTER •0 eA5emet.rt Rec.. 0302.0401b34 CORREC ION LTR# •A 1 DO.- 9 1 exisTmux Kr 1. 5. X 6. Area is served by: Owner /Agent's Signature: Monday, March 25, 2002 CITY OF TUKWILA CERTIFICATE OF WATER AVAILABILITY PART A: (TO BE COMPLETED BY APPLICANT) Owner Name James & Stephanie Marsh Address: 4724 So 164th Phone: 206- 246 -0075 Agent/Contact: Phone: Site Address (Attach map and legal description showing hydrant location and size of main: See attached map for hydrant and main locations 4724 So 164th TUKWILA 2. This certificate is submitted as part of an application for: O Residential Building Permit 0 Preliminary Plat © Short Subdivision 0 Rezone O Commercial/Industrial Building Permit 0 Other 3. Estimated number of service connections and meter size(s): 2 total 4. Vehicular distance from nearest hydrant to: Building Site see attached map for hydrant locations 130' + - Minimum needs of development for fire flows 1000 gpm at a residual pressure of 20 psi. Fire Marshall Insurance Underwriter 1 Insurance Underwriter 1 City Fire Marshall 1 1 Other HIGHLINE WATER DISTRICT (Utility) PROJECT # Date: 3/25/02 RECEFVED JAN 2 2 2003 DEVELOPMENT Page 1 of 2 PART B: (TO BE COMPLETED BY WATER UTILITY) 1. This proposed project is located within 2. 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: 3. Based upon the improvements listed above, water can be provided and will be available at the site with a residual pressure of 40.99 psi 1775.27 gpm for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. HIGHLINE WATER DISTRICT Agency Phone By: Thoma D. Keown, P.E. Date PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one: I 1 1 1 I 2. Minimum water system improvements: (At least equal to B2 above) Monday, March 25, 2002 206-824-0375 (City /County) TUKWILA /KING Acceptable service can be provided to this project. Acceptable service cannot be provided to this project unless the improvements listed in Item #B2 are met. System is not capable of providing service to this project. Agency Phone By Date Page 2 of 2 3/25/02 Z =Z '~ W: 6 J U. 0 N 0: W m' � u. W g Q: i =. Z � I— O Z I — 111 w U co • O N , 'Cl W w' = U. U. O. Z W • U � O Z Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other I Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: r y a rul e _ j ket 1 Phone: A % ` 007 5- Property Address or Approximate Location: T7a .I, )4 J+ Legal Description(Attach Map and Legal Description if necessary): 5 ott7?. Part B: (To Be Completed by Sewer Agency) 1 . TA a. Sewer Service will be provided by side sewer connection only to an existing 6 If size sewer feet from 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 . :P 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. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ $R, SFC: $ 1 UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /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: ❑ Required 0 May be Required c. Other: "WORKING TOWARD A FETTER RF!♦;'IRCiPJibt'ENT" SEWER IIMSTTRICT f7 ri c,e-r Title 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 JAN • 2 ?`UV 3 Phone: (206) 242 -3236 Fax: (206) 242 -1527 n v ELOPTLIENT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY ja Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability 1 he =by certify that the above sewer agency information is true. This certification shall be valid for one year f e date of signa ure. 3/ 1.64). d ae ate •••••■.' OUTSIDE-- REPAIRS DVPOS1T W-A l te- V-A4' HOUSE NAME SUS-DIVISION erv 32.5 VAL VUE SEWER DISTRICT APPLICATION FOR SIDE SEWER PERMIT se sraa MAIN 8" /Do • DISTRICT APPROVAL BY rzdaley- DATE9 TEST RESULTS...040,4071.. ie ' C1 CONTRACTOR 43 1 PERMIT N 2 2719 EASEMENT No.—. CARD No. BASEMENT: TES— NO LOT No.--472.7 1 HEREBY CERTIFY THAT THE ABOVE MADE AS SHOWN, PRIOR BY Cs-tekk-, 0.0.•••••••••••••••••••••••111 DATIL eo-1141t SCALE CONNECTION HAS BEEN TO BAOCFILL DATE 9 -2 2-10 . FOR STAFF USE ONLY Sierra Type: P -SS Planner: File Number: Lag, — U 0 ,1 Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: CITY OF TUKWILA -° "8 °' Departm ent of Community Development Jr: : SHORT ° �l,; `�- � PLAT 6300 Southcenter Boulevard, Tukwila, WA 98188 °� Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplan a,ci.tukwila.wa.us S> Iii 2 3 (P -SS) COMMUNITY DEVELOPMENT NAME OF PROJECT/DEVELOPMENT: 514012.7T ?LP'? - M Cf14 CC'LEK/ 1-1E 1 br f4TS - 61P1/41 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. 412.4 So . R_04 Si. - �rUi�w1 LYE W A TA1, ACLOOt jT . 53`19 — 04 Quarter: NE. Section: 21 Township. 2.3 Range: 4 (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: JponES WO STEPI E Mkg&VI" Address: 11 B49 41 131 AVE S . 701(WILN t31 S6 FA)L2,17 Phone: ?. to - 2 4to - t - 7 S Signature: .c..,._: , !.A LI ;IL Ct, AA G:\APPHANILANDUSL. APP'S HTP LTPT. doc. 10/25/01 Date: s i - ) Z - ®Z ' :Information Required ?< ? = Response , .Office Use Only.; Comments &..Conditions. , Total existing lots prior to Short Plat. I Total lots in this Short Plat. 2. Total acres involved in the Short Plat. . 3 Constraints (sensitive area, right retention /detention areas) in acres or sf. of way, Any preexistiong uses? Overall density (lots /acre). ' /: GROWTH MANAGEMENT ACT REQUIRED INFORMATION GAAPPHANILANDUSE .APKSHTPLTPT.doc, 10/25/01 Z W. i UO 0 W 2 J F— W L u_ = a z I F- O. Z �- Ul U � • W W ty • Z: W U =: O ~. z 's AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING 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 empIc 'ees, a ents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at H12.`-! 5 . / Li `1 — 5'3'. � Th k LA. /a IA3$ 9MV 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 loss 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. EXECUTED at T Ui k t 1 I a On this day personally appeared before me NA e ili xecuted the foregoing instrument and acknowledged that purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS ASHLEY M. ROBINSON STATE OF WASHINGTON NOTARY - - ° -- PUBLIC MY COMMISSION EXPIRES8 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplan ss (city), .A-W1 (state), on J c2 e L. VV aysh (Pit in Name 15 S' 4C _ilk' ALe S (Address) Joie- S35 5o (Phone Number) 61 * (:l.✓V-Q (Signature) &_1 (b,ks u,-. e e signed the same as hi W 1/4.c1 1/4. DAY OF . -Gc.tk U G d NOTARY PUgLIC rd forqie State of Washington residing at 11 V1� My Commission expires on L) / d L4 ,20 b3 InU.tni c L fruss1 to me known to be the individual who oluntary act and deed for the uses and , 20 V J 20011012001502 James J Mesh Stephens* L Marsh 4724 South 164th Stew 'Mentz, WA 931$S Filed for Record at Rortett of The Escrow Ormlp, LLC Escrow Mew AU-0132-1T Greator(e) Jane A. Hefner Go a a r L. I► J. Marsh and Stephanie a Lege Ptn Lt 27, Dik S, Mr.Mtoken fits M2, watt twr4r t7ra — 1251 4 thereof Doted 1OhO/2no1 TH3 GRANTOR June A. flamer, in oaearntd Individual for old io eonnderepon of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERAT1ON rn hand paid, conveys and warrooh to Jowl J. Must ana Stepbsek L bfanb. hasbnad sod wife the following described real eftttc, started m the Cougar of Knry1. Sotto of %kegion See attached Legal Deboropttein Seb,eot to Spectat Ex ceptions•fl tore property taxes end Etdhtb,t "A" embed hereto and made a pat pirrota Q /'�artirte/t. 1 l 1 L.L. .•1.1L I�.J'r.\Vw Statutory Warranty Deed LW ark. Stele of LafespilL)GotoJ County of 144 ) SS 1 condy that l know or have ntufaetory evidence West %.3u A the person(e) who appeared bororo me, sinned this mt wale cns tad acknowledge u to be taw and purposes aiewoaed at doe nutrwr t Dated at My appotnanetn E 8 STilitisSt 594 10 tad sons) neknowledgrd duo he ha her *coandeotentuyact rifle NOT PUBLIC STATE OP WASNINGIUN 810/ 4 ExPIRED MAY 29 2003 nary tc and for 1• • Store of caa3M,aYj expo PAPS Ws orr 001 BEST COPY RECEDED ?JAN 2 2003 COMMUNITY DEVELOPMENT Z Z � aa W JU 00 1n 0 CO LL W O < Z CT I— W Z H O , Z I— U O S O I— W • W. r- u' O: Lll Z . U I . 0 H Z 1UL ES ekbG I K WH I 1 I LC Hr 1 CJI.MVW t LEQAI oencRZP UON: Be e t a p oaat on the ninth Roe of Section 27, Township 2) north, Faye 4 doe, W.M.. m 1Cmg County, W bIngtoo, north 19'S9'10" went 906.1 feet Liom methari corner of said Seaton 271 sad row* thence south 01510 eau 991.6 feet to the TRUE FOUNT OF BEGINNING; theme canneloni south0'1S'S0" out 100 feel; theme tenth 89'S9'10' west 150 feel; thence oath 0•15'SO" west 100 ibe11 t•+ thence eaath 89'5910" eat 150 foes to the TRUE POINT OF BEGINNING, (ALSO south 200 fact of Lot 27, Block 5, MsMtckm Hugo No. 2, a000sdtn6 to the n ev 0CC6['T the sou& 100 feet thereof). TO0Erfrillt WITH s 30 toot aaetnwt amuse the cant 30 fed tutted under document recorded tinder Recording Number 20011002001354 ,ca cam. ,.. Z = J 0 0, w tn W' W Z: 1-- W }} g 1 u_ Q I-- W Z H 0 ' W U0 . O 1— = ▪ U . F — r 0 . Z ` O 1- Z J.UL 29 zekre r-te WH I 1 I Lt HPILP COLANVVJ snafu, EXCgPTIONS: • EMENENIC AFF/tCTEHO A PORTION OT RAM TRDEIFEE FoH THE PUMP= STATED TUREON. FOR; Road DISCLOSED BY INSTRUMENT RECORDED; May 4, 1956 RECORX0240 NUMMI 4609526 AFFECII. Ear 30 feet of said protheses . INMAN% db. 11 Right to mar mud pratosees to ms):m termite wed the II& to vat brut& mod trees which coodftuth swam or din to the e I tot= tranoniwoo Vac lor.akd tbe strut or Toed Idiot:mg mud realm as panted by intuumeor Mork& Imola Itorreding blanbcr 2642542. Amman AND TEE TEliud0 AND commons THEREOF: DATED; Anon 10, 2001 RECORDED: October 2. 2001 RECORDING NUMBER: 20011002001354 PURPOSE Emmet mod romentorme ogremoserd IEND OE SPECIAL EXCRETIONS ALWIJIIk. ** TOTAL PAGE.05 ** ' •," J,UL G`J GUEld k9b : qq: rm wrt , t $ Lc milts Washington Titla Company PROPERTY PROFILE Parcel ID:537980 0472 Bldg:1 Owner :Marsh James J /Stephanie L CoOwner . Site Addr:4724 S 164Th St Tukwila 98188 Mail Addrs15849 47Th Ave S Tukwila Wa 981B8 Sale Date :10 /12/2001 Dock 1502 SalePrioe:$105,000 Deed :Warranty Loan Amt : Type: Use Code :002 RES,SINGLE FAMILY RESIDENCE Zoning : LDR Prop Desc: Legal :BLK 5 LOT 27 MC MICKEN HEIGHTS DIV :0 2 UNREC VAL OF UNDEEDED STS & :ALLEYS INCL IN ADJ LOT VAL N 100 PROPERTY CHARACTERISTICS Bedrooms :2 Bath Full:1 Bath 3/4 : Bath 1/2 : Other Rmec Dining Rm: Fireplace: Appliance: Deck • Laundry • Porch • Pool • Spa Sauna Stories :1 Units :1 LAND INFORMATION St Access:Private Beach Acc: WtrFront WtrFntl,oc: WtrFrntFT: GroundCvr: VIERS:Mountain: TRANSFER HISTORY OWNERS :Hornet June 1st Floor SF :720 Znd Floor SF : Half Floor SF : AboveGrnd SF :720 Bsmnt Finished : Bsmnt Total SF : Building SqFt :720 Lease SqFt DecksgFt :' Carport SqFt • Garage Type :Attached Attached GrgSF :290 Detached GrgSF : Bsmnt ParkingSF: Basement Type : Basement Grade : Lot SqFt :25,000 Lot Acres:.34 Lot Shape: Tde /Upind: Topogrphy: TopoProbd: Lake /Rvr: DATE / DOC • • • • • St Surface Tennis Elevator Sprinklers Security Golf Adj PRICE Total :$120,000 Land :$52,000 Struct :$60,000 %Imprvd :57 Levy Cd :2415 2002 Tax :$1,386.05 Phone : Vol :902 Pg:176 MapGrid :655 F6 NbrhdCd :024010 -- CENSUS Tract :283.00 Block :l QSTR :NE 27 23N04E Year Built Eff Year Bldg Matl Bldg Cond Bldg Grade Interior Wall Matl Insulation HeatSource Heat Type Air Method Eletricsvc Wtr Source Sewer Type Purpose Nuisance OTHER INFORMATION • . No Puget: City: DEED LOAN The Information Provided Is Deemed Reliable, Our fa Not Guaranteed. :1957 :Fair :Low \Avg • :Electric :Water District ;Public Soundproof . Storage Curb /Gutter : Sidewalk St Light Lk Wa /Sam: TYPE Z ~ W 6 00 :n 0 W W H • LL W O I a co = d I- _ Z F— I— 0 W • W U � O 2 o ff W W u. O Z U = O H Z File: L03 -0004 35mm Drawing #3 -5 .Z teW. U; UO: p IN W W =� J �. N LL.'. WO`. • J' LL. • W = I-O •Z 0, O� • �H W W. H U, CLI Z • O Z • ■ ■ 218.2 Lot 2 216.0 sting use 736 Lot 213.8 E E 0 0 0 > w • SCH OETER Pd • „jo V '4 at ch 2, S88 2 38 E ••• v.' • C s \•1■\cd \N\ 150.00' N88 42'38W ". N. end wood fence is 0.9' south & 0.3' est of set rebar w/cap Proposed 15' easement for ingress, egress & utilities . „ . chain link fence north of line q.A0 *05 (V ■tAta• LAND SURVEYING PROFESS! DNAL LAND SURVEYORS P.O. Box 813, Seahurst, Was Ington 98062 (206) 242-6621 FAX (206)243-9679 painted (c. q. go 150.00' .T 1 n.iIini 0 0 0 0 E. end chain link fence is 0.6' north & 1.2' west of set rebar w/cap 200.0 200.6 corner not set 30' easement Rec. #20011002001354 N a z Elevation assumed , 200.0' CO set rebar w/cap 199.3 • Found 1/2" pipe 0.65' west & 0.96' south of set rebar w/cap .) eo0, 30 0 E. end 12 cp top = 199.1 15 So. 164th St. W. end 12"cp top = 201.0 1 , .• • , • •• - ■•••• ••• • ••••• • • ••••• • • 111 111 11141111 11,1:1 11111 , • I , • ' , 61 ■•••!, .111 1111 11111111 s111. .fili 1.1.111i111, 11(11 LEGAL DESCRIPTION BEGINNING AT A POINT OF THE NORTH LINE OF. SECTION 27, TOWNSHIP 23 NORTH, RAIE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, NORTH 89'00" WEST 806.1 FEET FROM NORTHEAST • CORNER OF SAID SECTION t27, AND RUNNING 11-IENCE SOUTH 0015 EAST 991.6 FEE TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 0015'50" AST 100 FEET; THENCE NORTH 89'59'10" WEST 150 FEET;,.THENCE NORTH 0015'507 WEST 100 FEET; THENCE. SOUTH 89191 EAST 150 FEET TO THE TRUE POINT OF BEGINNING; . TOGETHER WITH . A 30 FOO,t EASEMENT ACROSS THE EAST 30 FEET UNDER DOCUMENT RECORD, D UNDER RECORDING NUMBER 20011002001354. (ALSO KNOWN AS SOUTH :MO FEET OF LOT 27, BLOCK 5, McMICKEN HEIGHTS NO. 2, ACCORDINt TO THE UNRECORDED PLAT THEREOF; EXCEPT THE SOUTH 100 FEET THEREOF). GRAPHIC SCALE •0 ( IN FEET ) 1 'inch = 30 ft N8842 calc. 804.95' calc. — 120 • ■ • 3 cawing RH 111! 111 fill li_ii% 1111 1,11 i1, ![U 1111 ii iii • SCH • '9 OETER PROFESSI os ot S8842 N . v: N end wood fence is 0.9' south & 0.3' est of set rebar w/cap 150.00 N88 42'38"W 1 0 Proposed 15' easement for ingress, egress & utilities LAND. SURVEYING NAL LAND SURVEYORS P.O. Box 813, Seahurst, Vas Ington 98062 (206) 242-6621 FAX (206)243-9679 I FILTER FABRIC OR 3o'CATCH BASIN INERT chain link fence . • north of line • • g.f• Q.Ao . 4" voi of ft, 150.00 !- 14 ‘• • -- 4 1 painted c 0 0 0 200,6 LEGAL DESCRIPTION E. end chain link fence is 0.6' north & 1.2' west of set rebar • w/cap 200.0 * •-Elevation assumed 200.0' 0 set rebar w/cap APPROX. • CLEARING LIMITS 0 corner not set 30 0 13 GRAPHIC SCALE 30 .0 ( IN FEET ) 1 inch = ft. 30' easement Rec. #20011002001354 z . 199.3 Found 1/2" pipe 0.65' ,west & 0.96' south of set rebar w/cap e0 e00, HAY BALES. OR CHECK DAMS E. end 12 c top= 199.1 W. end 12"cp top = 201.0 IlIII iIIlI!IIIIiiIllIIiIIflhI I UlIIilIIIPIIIIIIIiIiIItiIII So. 164th St. a N88'42'38"W caic. 804.95' calc. Fl6w2 BEGINNING AT A POINT OF THE NORTH UNE OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, NORTH 89'59'10" WEST 806.1 FEET FROM NORTHEAST CORNER OF SAID SECTION 27, AND RUNNING THENCE SOUTH 0015 EAST 991.6 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 0015'50" EAST 100 FEET; THENCE NORTH 89'59'10" WEST 150 FEET; THENCE NORTH 0015'50" WEST 100 FEET; THENCE SOUTH 895910" EAST 150 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH A • 30 FOOT EASEMENT ACROSS THE EAST 30 FEET UNDER DOCUMENT RECORDED UNDER RECORDING NUMBER 20011002001354. 120 I (ALSO KNOWN AS SOUTH 200 FEET OF LOT 27, BLOCK 5, McMICKEN HEIGHTS NO. 2, ACCORDING TO THE UNRECORDED PLAT THEREOF; EXCEPT THE SOUTH 100 FEET THEREOF). t( • r ?V A I: A # A 4 1 ecliEDUIS SO P41 UNDER, OrROVN, PM.V1Z • 1:1404C, C.Ari.LE . . • • . INand_013A30 • Aztrow0V03 HOZ g NV(i 03 N30321 •theee ohne; haveiteen reviewed by the 'Public • •Works Deparocent for confon mance with current • ary soutdattio. h subtect. to ,wron sod • , ••• °admit:41214*h do motwithothe violadons of: • ". adopted somdarde or onlisasolt..The terpoisibility ' • • lot the adequacy el the &dun nets totally with the'. edam Additkokalsiedoeior avidcen to tine. : draftable this do ifl eokl tide acceptance • and will oohs owobookla mind. thewicut. lat *WOOL • • • . • . . . .- • ;Tilt Inntienne it 'addict to add hipectiowbf • ;the:Public Wake otWlitsiospectoc . • • 'Dar • • , By: • • . . • • • . • •. .• .• "tH . a 164 • • • „ . . . 1 1'111111J .1 ! 1 : ' ' ' 51 • T 61 nch ; ' ' •.• . ; • ' : • ".• .„.,_ ,•:. , 911. ,; :171141 " e . I I , i s. ,.• • • 9 e I l• • Iliii11111110111111110 s Z •• • ,.,.:111111 .11111 !Jim 111i_uil ilitimin.nion 1101.1111 — pp Owt.iefv., jp,r hut StepAikuse AARsiA • . ie ,, APPROVID WI% DRAWN SY REVISED PRozec MARSH S. Co .1... NO omi .■•■ to GASEMENT CR • , 4.wReSS, tiarRU SS U TI 0 I �. �� po t 4 . i 4 yite 4 " - orr.P6VitiRvitA , SEP 1 3 2002 PERMIT CENTER o eAsomut.rr Rec. 4 . 1 2:12)0I I cce2.0etaz4 CORREC ION LTR# • DO,a- • Ell VIM* trr ort.kwinaNtAmsen • HUR I HLAI MAHER . L03-004 MARSH 2 7 Lot Short Plot CITY OF TUKWILA WASHINGTON TTo SCALE: kseh - rt. • PORTION OF SE 1/4 of NE_1/4., • s: 27 Mgr. CT . * e \•I‘c ( 5 ) • RECORDER'S•CERTIFICATE filed for .record this' • • day of. 20: .at ii In • book. • at the •request. of ,..rereele • • • . Supt. of Records l \..\ 0 • • , ) . c p • \,\ 6\4(` ts . : .;... ' • • ' ••: :". West end chain link fence 18.0.1' north 10 P.S.E. Easement i_ #20030625002188 30' 60' 23w R. E.; 70.00' C1".L.048i>" S8842 cola. S 891910 E deed 150.00 7040 80.00' Lot 2 4722 Lot 1 • -1-9.8. 4724 —1- Existing House r III • • 3... Now Private 20' . 0ingress, egress & ' utilities easement . • c Ric. #20030923000594.' • § ro .LAND • . SURVEYOR'S: CERTIFICATE • *.. • :"1. Richard . SChroeter a.registered:as � land-surveyor.. by the State of•WashIngtori, ceitify.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 rn coers on t e round as .depicted on the plot.' Certificate No, Iver • 1c I. Field data for • this survey was obtained by • direct field measurements. Angular and linear relationships • were measured with a six second theodolite and electronic meamking device, supplemented by a. steel tape. E. end chain link 'fence is 0.8 north &•1.2' west of set rebar. w/cop • - • QL.21t_i )0 • Val We Sewer Easement Rec. No. 7408200417 •g :es • .4 • !§§ (i.L0455) \--comer not set 80.00' 1 0.00 deed N88'42'38W cola. N8919'1C"W deed N. end wood fence • is 0.9' south & 0.3' west of set rebar. w/cap • CT: L046 . 1ib •. So. 164th St. . • . - BP 7P:1 • 30' easement Rec. #20011002001354 Found 1/2" pipe 0.85' west & 0.98' south of set rebar w/cap SURVEY FOR: James & Stephanie Marsh 15849 - 47th St. Tukwila, WA • • . • . • ••••:.= — - • • • " 1 V3 01 11 I: 11 ul 1 tl ffin I 1 1.t t , . ... . I North line of S■o. 27,723N, R4R, W.M. • , 0 KCAS N89'59'10 W 0 .808.10' deed So: 160th: . St. AREAS LOT 1 — Area - 8,000 sq.ft. LOT :2 — Area w 7.000 sq.ft. • • • . LEGEND Concrete Monument in Case X • Tack In Lead or Nail & Disk 0 Set rebar w/cap #23604 111 Found pipe or rebar TX • Fire Hydrant N88'42'38 calm -- 804.95' calc. SCHROETER OLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 1313. Seahurrt. Washington 90062 (2067 242-6621 FAX (206)243-9679 OWN. BY low Revised 10/20/03 ••• ••=••••■•■■ Found r Brass disk w/punch In concrete In case — 12/9/98 • y • 0 Iz • Found 1/2 pin in concrete In case — 12/9/98 So. 168th St. DATE 4/10/02 DATE FIELD 4/5/02 SCALE - 30' JOB NO. 392/12 PROJECT NO 0116050 • SHEET 2 OF 2 REG EIVEu DEMO 2003 comm.— 20031105900006 SHORT L03004 MARSH 2 - Lot Short Plot CITY OF TUKWILA • WASHINGTON , OWNER'S :DECLARATION:. Know di inen • by that* presents that we, the undenigned, ' odor(*) in fee simple and/or contract purchaser(s) of the. . land.henkin described do horeby make a short subdivision . thereof pursuant to RCW 58.17.060 and acknoviledgs that said subdivision shall:no be further dividod In any manner within " a period of Ave year% from date of rocord. without the filing of a find plat. The undersigned: further declare this short plot to be the graphic rspresentation of said 'short • subdivision-and the same is.made with the free consent and In accordance with tho deeWe of the owner(s).. r's The undersigned' further declare to waive all claims for - " damages against any govornmental. authority arising:from !hi construction and maintenance of public facilities and public proporty within the subdivielpn. , • C vandal MAW xi so( our beds we • !atonal: 'PROPERTY TAXES.ARE PAID :Ao TH SUFFICIDIT AMOUNT TO PAY THE • THERE! ARE. NO DEUNOU FI 'TO THIS OFFICE FOR C110N;.:AND THAT. • , ASSESSMEN ON 'ANYOF PROPERTY HERON . • , AN OTHER; PUBUC USE ARE PAID • 200 • . • FOLLOWING YEAF TH ASSESSMENTS CERTI ALL SPECIAL :State: of Wcishingtoni :County. of King. on WY eig . me. to meknoe •to the individual1ducribed In 'and who. . executed the:with.foregoing instrument, • ' acknowledged signed..the.same•cs w fres and Noiuntary, act and .dosd, for the useeand :purposes therein e . under ziondi and official aid this 'day of • ' • • -• • • , • * State of WashingtoriZ..., County of King • . .5 On'Ithig.daY personally appia* b'efore • n J. :to. me :known . to be. the individual described. in • and who : . :executed the 'within grid :foregoing Instrument, °IC.... • •••• .• acialowledgod: that rr" ..signed% the same. as 7=,,X free and : , • • , • caluntary act and., dud,- for the unit and purposes therein... . : 'men weal nder' my: hands. and Official this a .. • tioned: ." • ; , 20 • J. • . It ). • ** '' • DEDICATED AS STREETS, A Sign urc Name as - Title - My appointment expires: •• • • .. . • • • • 1, • Name as Title: - My appointment expires: RECORDER'S CERTIFICATE A 1 ' 0 , 31165 i filed for record this s day ofkla.20.0/..OtAIPS In boOk./Iff.of.Polt page 7 'at the request of ' Rrckso-c/..riA 4a =of .Popw . 1)04k..„ 3 044.144th; r. Mgr • • "111,0_2 . .... Supt.' of Records • „ • • APPROVALS: . -- , — . . • TUKWILA SHORT. SUBDIVISION: ; • : . COMMITTEE APPROVAL ' . • Reviewed and approved by thi.Shert• Su : and hereby. certified forfikig this day of $E • tiordnori one cgt . 2. 1 :.- * Cy C atidif501L..... 20as_ , . .. .., . Cholmion.. Short SobdIttolon 'Comrnittso : i . • , • Account :Number 5379800472 ' • . , . • . • , , Ion Committee • . DEPARTMENT OF..ASSE§SMENTS Examined and approved this day, o r444; As;r : ,.: : •, . .. .... -'1HEREARE NO DEUNOUENT: SPECIAL 'ASSESSMENTS. 'AND• ALL SPECIAi:', '• : -:',"... ''. ''' ','.:', " ASSESSMENT8OWANY.PROPERTY.THAT IS DEDICATED" STREETS, .:.• • ., , ..,•• :. , ;,., ALLEYS' OR •FOR.:01HER PUBLIC USE ARE PAID IN FULL • ;.- -•' . ; : .:-.• • ' "."' ' •., ..: I ..,: .: EXAMINED AND Aepala_NHE CITY Or iugwiL,A. _Fiusloc-' . : . • :. .... :.': • !,... -:. DEPARTMENT THIS ' w AY NO gem Da ig , ;be . C1140 4 OF .•:• • ,. • ... • • , . .. , .. • ., „......•:. F1NAN CE DIRECTOR ,,.....-...,::., : : : : ,: . k .1 1 ,. ,‘" , ..I . ......... , .',..... .. . .. , " ".... . . ..• • ... • . .. • , . •• •: .. •: .. -,,: :..::. . • : -. ,,:, :,.,• . .: - • : .. .. . , .. . . • ' r : ' • '" D rltI,Ar e CERTIFY THAT HAS BEM MADE .I IN FULL THIS • ' 1. Survey, made with the benefit•of a title report from Acishinoton. Title Company Order No. P7.50551-2, dated • •• 2. Ingrese.egress and utilities easernant Recording No. - • . • 20011002001354 for the. benefit of Lots 1 and 2 of . the this short 'plat.' Maintenance of said easerient shall. be the • rssponsibilRy of the owners. their heirs, ' and ••• assigns of ; Lots 1 and 2, having legal access. therefrom, said • owners, heirs, successors and assigne will - pay their equal . • and undivided share of the costs Incurred.. . • & An easement over Lot 1 of this short plat for ingress, • • 'greet, and utilities Recording. No.. 20030923000594 is hereby • • - establIshodI for the benefit of Lot 2 upon recording of. this' short' plot... Maintenance of said easement shall be the fesponsibliity of the owners. , their heirs, successorrand.assigns of the late having legal - •• .• ' access thorefrom. Said owners, heirs and assigns will pay their equal and • undivided share of the cost incurred. 4. All private acne.. .including driveways, shall not exceed ._ 15% slope.. - • • , • &.'AJI utilities in this short plat ars to be uncial round. • & This short plat Is subject to on ease for the benefit of • • Puget Sound Energy, Inc., as recorded under Recording No. . , . , ... • ' • • , .. • ' • .. , • ,,... • , ' 9/13/02 , k 6/3/03. and all:substgoont and rePortsi'• : Engineering Evaluations... by. Bruce. S. McVeigh, RE',..dated. 9/12/02, . • . ' I '' • ... ..:7: Lots ohcd1 comply with the the IGeotechnital•Engineering ...... •• • :,.., • , ,.. . , ' • ' S. No runoff including downspouts,- shall be infiltrated Iinto..the. .. .. • : , ground', through "dry wells' ,or, perforatetiinffitration• pipes and trenahes. . ' . . .... 9. Individual house foundation and drainage- eYstem, shall provide • •::. '', ..: a specific geotechnIcal essessment,.toith final' design recommendations. : • ' - .:.‘ :•• 10. 'This short plat is subject' to an easement for E ' ..' • ' . . Vehiclee,as recorded under No. 20030708001282... LAND SURVEYOR'S .CERTIFICATE . ' SURVEY F014: • Richard Schrooter registered as a land surveyor : ' , • by the State of Washington,. certify that this plat" • • ' I. based on an actual survey of the land described. " • . .James & Stephanie. Marsh herein, "conducted. by me • or under my supervision; that • 15849 - 47th St. Tukwila, WA , . the distances, MONO •and' angle'are shown •thereon correctly; and' that monuments' other than those monuments ' approved for. setting at.' a later dots, have been set and .lot cor;g1,1,5ke n the ground as:depicted on the plot.* ": • . CertificateNo. 4 - 32 4 4 ; 1 4 • LEW/ Descminai .• • • . • . . , . ,BEGINNING''AT POINT'' NORTH'iJNE OF. SECTION 27, TOWNSHIP •23 NORTHRANGE 4 EAST, W.M.; IN KING COUNTY, .:WASHINGTON,•NORTH'89'59 VEST 508.1-FEET FROM' NORTHEAST . • . CORNER •OF SAID SECTION '27.-AND RUNNING THENCE SOUTH. ' .0015'50'''EAST 991.8 TO THE. TRUE POINT OF BEGINNING: . THENCE SOJTH. 001858..EAST•100 FEET; THENCE NORTH • 89'59'10* *EST 150 FEET; THENCE NORTH 001510'VEST 11110 Err :, /HENCE SOUTH•89'59'10" EAST 150 FEET-70.7HE TRUE . .PCINT-OF BEGINNINO •.• . • . ;• ..TOGETHER•IWTH A -30.71111T EASIIMENT 'ACROSS THE EAST 30 FEET: ... UNDER DOCUMENT RECORDED, UNDER RECORDING. NUMBER ' . (ALSO KNOWN. AS SOUTH 200 FEET . 0F . LOT 27, BLOCK & MckiiCKEN ,••HEIGHTS NO.' E. ACCORDING TO THE UNRECORDED RAT' THEREOF; EXCEPT-1HE SOUTH .100.FEET THEREOF). • . . • • . . • . . : • - . RECORDING:NO. • • . .20011 o aim 6 PORTIOIC : HIM /4,7 .NE "s 27 :T.22)4 , - BEGINNING AT A POINT OF THE NORTH UNE•OF SECTION 27, TOWNSHIP 23 NORTH, RANGE .4 EAST, W.M.. IN KING COUNTY. WASHINGTON; NORTH 8859'10* VEST 806.1 FEET FROM: NORTHEAST CORNER' OF SAID SECTION 27, AND RUNNING THENCE SOUTH 0015'50* EAST $91.8 FEET. TO 1HE TRUE POINT OF BEGINNING; THENCE SOUTH 0015'50* EAST 100 FEET; THENCE NORTH 89'59'18' VEST 150 FEET; THENCE NORTH 00'15'50* WEST 100 FEET; THENCE SOUTH 89'5810“ EAST 150 FEET TO 111E TRUE . POINT • OF BEGINNING; - , EXCEPT. THE VEST 70 MET THEREOF; TOGETHER WITH A 30 FOOT EASEMENT ACROSS THE EAST 30 FEET UNDER DOCUMENT RECORDED UNDER RECORDING NUMBER 20011002001354• AND SUBJECT TO A 20 FOOT EASEM ENT FOR INGRESS, EGRESS AND UTIUTIES RECORDING NO. 20030923000594 ACROSS THE SOUTH 20 FEET THEREOF. SUBJECT TO A 10 FOOT EASEMENT RECORDING NO. 7408200417 FOR VAL VUE SEVER ACROSS THE EAST 10 FEET THEREOF.. (ALSO KNOWN AS A. OF THE SOUTH 200 FEET OF LOT 27, BLOCK 5, MeMICKEN HEIGHTS NO. 2, ACCORDING TO THE UNRECORDED. PLAT THEREOF; EliCEPT THZ. SOUTH 100 FEET THEREOF; AND EXCEPT 1HE WEST 70 FEET 1HEREOF). THE WEST 70 FEET OF THE FOLLOWING DESCRIBED PARCEL BEGINNING AT A. POINT OF THE NORM UNE OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST, N.M., IN KING COUNTY, WASHINGTON, NORTH 89'59'10 VEST 808.1 FEET FROM NORTHEAST 'CORNER OF SAID SECTION 27, AND RUNNING THENCE SOUTH 0015 EAST. 991.8 FEET. TO THE 'TRUE' POINT OF BEGINNING: THENCE SOUTH 0015'50 EAST 100 FEET; THENCE NORTH 5859'10' WEST 150 FEET; THENCE NORTH 001510* WEST 100 FEET;. 'HENCE SOUTH 8919'10* EAST 150 FEET TO THE, TRUE ` POINT. OF BEGINNING; TOGETHER %NTH A. 30 FOOT. EASEMENT ACROSS THE EAST 30 FEET UNDER DOCUMENT RECORDED UNDER RECORDING NUMBER • f 20011002001354; AND TOGETHER WITH A 20 FOOT. EASEMENT FOR INGRESS. EGRESS AND UTIUTIES RECORDING NO. 20030923000594 ACROSS THE SOUTH 20 FEET OF 1HE FOLLOWING DESCRIBED PARCEL: ' 1 BEGINNING AT A' POINT OF THE NORTH UNE OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, NOR1H 8859'10* WEST 806.1 FEET FROM NORTHEAST .CORNER OF SAID SECTION 27. AND RUNNING THENCE SOUTH RECEIVED 0015 EAST •991.8 FEET TO THE TRuE POINT OF BEGINNING; THENCE SOUTH 0015'5Cr EAST•100 FEET; THENCE NORTH 8859'10* WEST 150 FEET; THENCE NORTH 001550* WEST 100 OECA. 0 2003 FEET:. 'HENCE SOUTH 89•5910*- 150 TO •THE TRUE cowA ..• POINT OF BEGINNING; EXCEPT THE WEST 70' FEET THEREOF. .novetzetsefir • (ALSO KNOWN. AS THE WEST' 70 FEET•OF' THE SOUTH •200 FEET OF LOT 27, • BLOCK' 5, McMICKEN HEIGHTS • NO. • 2. 'ACCORDING TO -THE UNRECORDED . PLAT:THEREOF; EXCEPT THE SOUTH . 100.FEET..THEREOF).. . , . , DWN. BY' LAW .CHKO. BY SCALE • • • • DATE 12/21/01 DATE FIELD 4/10/02 ! revised 10/20/03 1 = 30' VOL/PAGE 144 /76 SHEET 1 OF 2 1(• SCHROETERZLAND SURVEYING PROFESSIONAL LAND SURVEYORS 1 Box KV Unhurt% Voshinatan 98062'206) 24e-6621 FAX (200243-9679 J013 NO. 392/12 PROJECT NO. 01150.p • „.. ••••-`1 non lot 111.1 .