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HomeMy WebLinkAboutPermit L07-039 - PHAN HAN PE - STANLEY-HANKIC SHORT PLATSTANLEY - HANKIC SHORT PLAT 16883 - 53 AV S L07 -039 October 22, 2007 Mr. Han Phan, PE 650 Orcas Street, Suite 214 Seattle, WA 98108 RE: Stanley/Hankic Short Plat L07 -039 PRE07 -018 16883 53 Ave S / 5162 S 170 Street Dear Mr. Phan, • Cizy of Tukwila Department of Community Development Steve Lancaster, Director NOTICE OF DECISION The Short Subdivision Committee has completed a review of your short plat application (No. L07- 039), and determined that it complies with all applicable City code requirements. The City 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. There are three basic steps in the short plat approval process: 1. Preliminary Approval 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. PRELIMINARY APPROVAL CONDITIONS 1. The existing house on Lot 1 and Lot 2, as well as the existing shop on Lot 3, shall be demolished prior to final approval. You may demolish these structures after obtaining permits from the City (contact the Permit Center at 206 -431- 3670). IR Page 1 of 5 C:\Documents and SettingsVaimie- Mesktop\Stanley- Hankic_Prelim Approval.doc 10/16/2007 4:15:00 PM Steven M. Mullet, Mayor • ..... - .. _ .•t -- - " A A - , of — ^ ---- 91A 4 ',ALL • • 2. The City of Tukwila requires that there must be a fire hydrant within 250 feet of all building sites. If the fire hydrant is not capable of a 1000 gallon per minute flow the future houses will be required to provide interior sprinklers, to be approved by the Fire Department. As part of either the Public Works infrastructure permit or the building permit, the Fire Department must review plans showing the proposed location of any new structures to determine whether installation of a fire hydrant or interior sprinklers will be required, since some portions of Lot 3 are beyond the 250 foot maximum distance from the nearest fire hydrant. If the installation of a fire hydrant is required, construction of the hydrant must be completed prior to final approval. If the Tukwila Fire Department requires interior sprinklers, this requirement must be stated on the face of the recorded plat. The final grading plan must show a flat area below any second story rescue windows for Fire Department ground ladder placement. If unable to provide a suitable flat area adjacent to the houses please contact the Tukwila Fire Marshal's office. 3. Storm drainage for roof drains, foundation drains, and paved areas shall be infiltrated and/or dispersed on -site, or detention provided. Drainage design for the site shall be reviewed as part of the PW infrastructure permit and shall meet City of Tukwila Surface Water Ordinance Requirements. Contact the Tukwila Public Works Department for submittal and design requirements. 4. Access road, utilities, undergrounding of power, and extension of sewer and water lines to the lots shall be approved by the appropriate departments and/or utility and conform to the Stanley/Hankic Short Plat Civil Plans dated June 2007. As -built plans shall be provided to the Public Works Department prior to final approval. 5. Install all required site improvements, including those proposed in the application and those identified above as conditions of approval. 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 for a Public Works (PW) type `C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement for work within the Public Right -of -Way. All work under the Public Works permit shall be completed for final inspection and for acceptance by the Public Works Department. 6. A Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. Short Plat L07-039 Page 2 of 5 JR C:\Documents and SettingsVaimie- R\Desktop\Stanley - Hankic_Prelim Approval.doc 10/16/2007 4:15:00 PM 7. Separate easement documents and maintenance agreements for any common infrastructure (utility lines, access roads /driveways, private sewer) shall be submitted to PW for review and approval prior to final of PW infrastructure permit. Address the following, per enclosed redlined easements: a) Verify if proposed Lot 4 benefits from the Private Sanitary Side Sewer Easement. See redlined easement enclosed. b) Grantor's legal description (as part of the Private Sanitary Side Sewer Easement), describes Parcel `B' only and not all of Tax Parcel 812520 -0480. Revise as applicable. See redlined easement, and attached sheet from King County Assessor, enclosed. c) Verify if proposed Lot 4 benefits from the Private Ingress/Egress & Utility Easement. See redlined easement enclosed. 8. Submit a set of recording documents in either legal or record of survey format that meet the King County Recorder's requirements and contain the following items: a) A survey map as described in the application checklist that is consistent with all of the conditions of approval. The surveyor's original signature must be on the face of the plat. b) Existing and proposed legal descriptions for all lots. c) Separate easement document with legal descriptions for any common access /utility infrastructure. d) Separate joint Maintenance Agreements for the access road and drainage system. This short plat approval decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat is permitted. If no valid appeals are filed within the time limit, the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision (11/13/2007). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. Short Plat L07 -039 Page 3 of 5 APPEALS JR C:\Documents and SettingsVaimie- R\Desktop\Stanley- Hankic_Prelim Approval.doc 10/16/2007 4:15:00 PM 5. Appeal fee of $105. 2. Final Approval Expiration • • 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. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) 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. The next step is to install the required site improvements, comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, and other required paper work). 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 documents. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, the Chair of the Short Subdivision Committee signs your short plat which constitutes a grant of final approval. The final approved short plat must be filed with the King County Department of Records by October 22, 2008, 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. Short Plat L07-039 Page 4 of 5 JR C:\Documents and Settings\ aimie - R\Desktop\Stanley - Hankic_Prelim Approval.doc 10/16/2007 4:15:00 PM 3. Recording • • The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded original to the City of Tukwila within 4 -6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand - delivering a copy of the recorded short plat to the project planner. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. If you have any questions about this matter please direct them to the project planner, Jaimie Reavis. Sincerely, ck Pace Chair, Short Subdivision Committee Enclosure Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 Short Plat Survey (with redlines) Private Sewer Easement (with redlines) Private Ingress/Egress and Utilities Easement (with redlines) cc: Jim Morrow, Public Wor P ' _ tor Nick Olivas, Fire Chief Mirza Hankie, Owner WJ & Martin Hanley, Owners King County Assessor, Accounting Division Short Plat L07 -039 Page 5 of 5 JR C:\Documents and SettingsV aimie- R\Desktop\Stanley- Hankic_Prelim Approval.doc (please initial your approval) al your approval) 10/16/2007 4:15:00 PM d o AFTER RECORDING MAIL TO: W J & Marten Hanley 5162 S 170th Street Seattle, WA 98188 Grantor(s): Marten Hanley DECLARATION OF PRIVATE SEWER EASEMENT Reference City of Tukwila Short Plat No. L07 -039 Grantee(s): Marten Hanley Abbreviated Legal Description: A portion of NW /4, SW /4, SEC 26, TWP 23N, R 4E, W.M. Assessor's Property Tax Parcel or Account No.: 812520 0480 Grantor's legal description: Beginning At The Northwest Corner Of The Southwest Quarter Of Section 26, Township 23 North, Range 4 East, W.M., In King County Washington; and running thence along the West Boundary Of said Subdivision, South 00 ° 48'39" East 316.62 Feet; thence Parallel to the North Boundary Of Said Subdivision, South 89 ° 21'31" East 632.00 Feet to The True Point Of Beginning Of this Description; thence Continuing South 89 ° 21'31" East 200.00 Feet; thence South 00 ° 48'39" East 95.54 Feet; thence North 89 ° 21'31" West 200.00 Feet; thence North 00 ° 48'39" West 95.54 Feet To The True Point Of Beginning. Except the Westerly 80 Feet thereof. Easement's legal description: RECEIVED SEP 2 7 2007 TUKWILA PUBLIC WORKS DEVELFOPN: iv nuE,�rr Commencing at the Northwest corner of the Southwest quarter of Section 26, Township 23 North, Range 4 East, W.M., in King County Washington; and running thence along the west boundary of said Subdivision, South 00 ° 48'39" East, a distance of 412.11 feet; thence South 89 ° 21'31" East, a distance of 747.50 feet to the point of beginning; thence continuing South 89 ° 21'31" East, a distance of 7.98 feet; thence North 50 ° 33'22" West, a distance of 28.40 feet; thence South 00 ° 48'39" East, a distance of 6.55 feet; thence South 50 ° 33'22" East, a distance of 17.95 feet to the point of beginning. Dated this day of , 20 Marten Hanley STATE OF WASHINGTON ) ) SS COUNTY OF ) IN CONSIDERATION OF THE FUTURE OWNERS of the Tots within the STANLEY /HANKIC Short Plat, L07 -039 relating to real property, the undersigne Grantor declares a permanent easement for a private sewer, for benefit of Lots 2, 3 of said short plat. 1. This easement is for the sole purpose of the construction, use and maintenance of a Sanitary Sewer Line, together with the right of access for use and maintenance. 2. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein. THIS INSTRUMENT made this day of 20 , by Marten Hanley, herein called "Grantor". On this day personally appeared before me to me known as the individual(s)described in and 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 stated. Given under my hand and official seal this day of NOTARY PUBLIC in and for the State of Washington, residing at Washington, residing at ,r; 2 sin S. 30 9/ 5-0 9 /.s0 3 SO /. s0 ��0 175. h 1 9 7L�eulits Gfao. /20.5- $89-21 Z 31 E 1 �• 54 30 a h 0 11.114 6 1' 2 LOT 2 IA LOT lob cri 0 0/ 1 .IL lo�ti I n `� a\ 4 9/. sa /I ooi3 00/ •sea"' , R � TUK 85 -03-SS - 8504 40810 d�" V � Q 9/. SO 9/. 50 9/. SO /6 0011 MS. 34 589-21 -31E 1 ,CO. 54 14o i -i ��✓6 -L/ -3/ sat.9S � y. G7 �oz.oa /o .o3 4 30, 0,4 KCSP787005 8812010155w m _ _ se' Z'' ='� ,� d o , ' 0 10t 1 ` p 3 Z ''n : TUK 81 -17 oiSS 820120 t V', 9e4t� ti` I0% Z • y LOT 5 4 ti. LOT 3 .'4 3 LOT 2 i A LOT 0 I � i o 14 0 eo ; V:, OZ1 Q e� � ^' 0� M co* �0 009 r a s . % 98 0► vn'D. /N 2.96 Q� / o 0 4- N , ° � 0 589- 21 II � 'f "I---- X30.0." YBl-21-9/�✓`43B Z /0 os 4.3e- I e 1 ^ .11 YD2.07 .... /00 �• io o 1<<i SO SO • SEA•TACC G17V L/MITS ,GX.CR.D 882;o OAS /02 ZS 04 11 D ono Q vz 125 /OZ p o gb t .02 KING COUNTY .ASSESSOR • oyss SO .5 0 /00 'S.170 TH ST. /0 75 0 N 1 say' 2 "E- t327:9 168 TH ST. /32a.z2 (P) 9, p - so o qYo ti so N i 2S D o yso N 75. M 8 • Y oq 0 N 8L 20 F o4/"O io0 Yx Z ~' r • 7s 20 1.4 73 O OI � 19' Z N ,!/1 a ,,A O 0 o :•/ a K•o j j 80 0 et- 0 /00 8 zoo /2S 10 5oC1 � 0So 3 / 200 /' 'as f P /SO It --I(-- --s......... VAC. ORD- 1Z32 30 / x 435.99 0 89 o � 40 � 28 k - I z 3 A 02 435.35 A a N : 29 a ' 61 0 k 3 4. m � Y 4. . 6 f w /,5.546 �j I'•J1 3 Y w 0310 tine MAP I8 FOR T88 moron or ASSIS'tI>BG IN LOCATING YOU PSCIONATY AND 78 ESSOUTOMEL SO SHOW ACCURATE NrIASITSZMICHTS 010 030o o2.90 434. 1 � 1 . 30 y 2' al f ,3 434.08 -... . bD' • • 31 c'' V h . 433.45 M 5 0 0 °' a 1 • 0.( o3x/ a : e /3a 42 32 ql O � a A !" (p 0 z so J ,� h / a" 1 :- 432.8 / L 9 �' I . /23. - v: 435-8/4. y. 33 O's NW 26 -23 -4 . ' N 88 5'42" W 4.0 8 0 4 • 2S,e j .., *s O 2s-o oV1 AFTER RECORDING MAIL TO: W J & Marten Hanley 5162 S 170th Street Seattle, WA 98188 RECEIVED SEP 2 7 2007 TUKWILA PUBLIC WORKS DECLARATION OF PRIVATE INGRESS /EGRESS AND UTILITIES EASEMENT Reference City of Tukwila Short Plat No. L07 -039 Grantor(s): Marten Hanley Grantee(s): Marten Hanley Abbreviated Legal Description: A portion of NW /4, SW /4, SEC 26, TWP 23N, R 4E, W.M. Assessor's Property Tax Parcel or Account No.: 812520 0480 Grantor's legal description: RECEIVED COMMUNITY DEVELOPE4gENT Beginning At The Northwest Corner Of The Southwest Quarter Of Section 26, Township 23 North, Range 4 East, W.M., In King County Washington; and running thence along the West Boundary Of said Subdivision, South 00 ° 48'39" East 301.11 feet; thence Parallel to the North Boundary Of Said Subdivision, South 89 ° 21'31" East 711.80 feet to The True Point Of Beginning Of this Description; thence continuing South 89 ° 21'31" East 119.85 Feet; thence South 00 ° 48'39" East 111.00 feet; thence North 89 ° 21'31" West 119.85 feet; thence North 00 ° 48'39" West 111.00 feet To The True Point Of Beginning. Easement's legal description: The West 22.00 feet of the following: Beginning At The Northwest Corner Of The Southwest Quarter Of Section 26, Township 23 North, Range 4 East, W.M., In King County Washington; and running thence along the West Boundary Of said Subdivision, South 00 ° 48'39" East 301.11 feet; thence Parallel to the North Boundary Of Said Subdivision, South 89 ° 21'31" East 711.80 feet to The True Point Of Beginning Of this Description; thence continuing South 89 ° 21'31" East 119.85 Feet; thence South 00 ° 48,.39" East 111.00 feet; thence North 89 ° 21'31" West 119.85 feet; thend'e North 00 ° 48'39" West 111.00 feet To The True Point Of Beginning. IN CONSIDERATION OF THE FUTURE OWNERS of the lots within the STANLEY /HANKIC Short Plat, L07 -039 relating to real property, the undersigned Grantor declares a permanent easement for a private Ingress /Egress and Utilities easement for benefit of Lots 2, 3 : Q • f said short plat. 1. This easement is for the sole purpose of the construction, use and maintenance of an Ingress /Egress and Utilities easement. 2. Maintenance of the easement shall be shared equally by the benefited parties. 3. Cost of maintenance or repair of a utility within said easement shall be borne by the party(s) served by that utility. 4. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein. THIS INSTRUMENT made this day of 20 , by Marten Hanley, herein called "Grantor". Dated this day of , 20 Marten Hanley STATE OF WASHINGTON ) ) SS COUNTY OF ) • • On this day personally appeared before me to me known as the individual(s)described in and 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 stated. Given under my hand and official seal this day of NOTARY. PUBLIC in and for the State of Washington, residing at Washington, residing at My iJhcu,ner: : .,, -,.; rc,n}.:.oc To: Jim Morrow via David McPherson Nick Olivas via Don Tomaso Richard Takechi From: Jaimie Reavis RE: Stanley /Hankic short plat Date: February 13, 2009 File: L07 -039 The above referenced short plat is ready for final approval. Attached are the documents for recording. Please indicate your approval by putting your initials next to your name below. If you do not approve, indicate any additional requirements below. Approved by Nick Olivas Approved by Jim Morrow Approved by Richard Takechi $ 7 MEMORANDUM crs) (initials) (initials) (initials) AFTER RECORDING MAIL TO: David Stanley 4207 S 168 Street SeaTac, WA 98188 Grantor(s): David Stanley & Mirza Hankic Assessor's Property Tax Parcel or Account No.: 812520 0480 Grantor's legal description: Easement's legal description: 111 11 111 1111 11 0 111 11 11 20071211001190 STANLEY EAS 42.00 PAGE001 OF 003 12/11/2007 12:44 KING COUNTY, WA DECLARATION OF PRIVATE SEWER EASEMENT Reference City of Tukwila Short Plat No. L07 -039 1 Grantee(s): David Stanley & Mirza Hankic Abbreviated Legal Description: A portion of NW /4, SW /4, SEC 26, TWP 23N, R 4E, W.M. Beginning at the Northwest Corner of the Southwest Quarter Of Section 26, Township 23 North, Range 4 East, W.M., In King County Washington; and running thence along the West Boundary Of said Subdivision, South 00 °48'39" East 301.11 feet; thence Parallel to the North Boundary Of Said Subdivision, South 89 °21'31" East 711.80 feet to The True Point Of Beginning Of this Description; thence continuing South 89 ° 21'31" East 119.85 Feet; thence South 00 °48'39" East 111.00 feet; thence North 89 °21'31" West 119.85 feet; thence North 00 °48'39" West 111.00 feet To The True Point Of Beginning. Commencing at the Northwest corner of the Southwest quarter of Section 26, Township 23 North, Range 4 East, W.M., in King County Washington; and running thence along the west boundary of said Subdivision, South 00 °48'39" East, a distance of 412.11 feet; thence South 89 °21'31" East, a distance of 747.50 feet to the point of beginning; thence continuing South 89 ° 21'31" East, a distance of 7.98 feet; thence North 50 ° 33'22" West, a distance of 28.40 feet; thence South 00 ° 48'39" East, a distance of 6.55 feet; thence South 50 °33'22" East, a distance of 17.95 feet to the point of beginning. TAB NOT REQUIRED ng Co. Record Division bePutY IN CONSIDERATION OF THE FUTURE OWNERS of the lots within the STANLEY /HANKIC Short Plat, L07 -039 relating to real property, the undersigned Grantor declares a permanent easement for a private Ingress /Egress and Utilities easement for benefit of Lots 1, 2, & 3 of said short plat. 1. This easement is for the sole purpose of the construction, use and maintenance of an Ingress /Egress and Utilities easement. 2. Maintenance of the easement shall be shared equally by the benefited parties. 3. Cost of maintenance or repair of a utility within said easement shall be borne by the party(s) served by that utility. 4. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein. THIS INSTRUMENT made this l r of Of CP.IY1 { 6 20 6} , by David Stanley & Mirza Hankic, herein called "Grantors ". Dated 's ( i of 20 David Stanley • • Mirza Hankic 5. The cost of maintenance, repair or reconstruction of that portion of the sewer used in common shall be borne in equal shares by the above property owners, except that the owners of any lower parcel shall not be responsible for the part of the sewer above their connection; and when necessary to repair, clean or reconstruct the sewer, the parties to this agreement shall have a right of entry for that purpose. STATE OF WAS GTON ) SS COUNTY OF �� ) On this day personally appeared before me a\) \d 11l (SiO ' ` to me known as the individual(s) described in and 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 stated. Given under my hand and official seal this 1 Ir1 day of De C e (Y) t ✓, occ „� Ii 11111/ \off` /// ,sa ,. Plot c�N ° ?AR V t: � p ., PUBLIC o O) .• :: : ,y). C 2 3 , x . cy � ' 7/ v p. r WAa y1` � ``, NOTARY PUBLIC in and for the State of Washington, residing at Washington, residing at'k l (� STATE OF WASHINGTON ) ) SS COUNTY OF On this day personally appeared before me 1 t r 1 t ' " me known as the individual(s) described in and 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 stated. Given under my hand and official seal this 10 day of J ( fll VW o NOTARY PUBLIC in and for the State 1 of Washington, residing at Washington, residing at J{►b/AJ1 L4 VU" My oi;t:r nts9(fl?085 Fs • • 3 ,01111111100, � • \ ys� 10 N f � sO � ; en V ms. • •+tlD • • 7_, N �9pUBL1G O"... ��� ' 23,1 OA' AFTER RECORDING MAIL TO: David Stanley 4207 S 168 Street SeaTac, WA 98188 Grantor(s): David Stanley & Mirza Hankic Easement's legal description: The West 22.00 feet of the following: • • 20071211001191 STANLEY EAS 42.00 PAGE001 OF 003 12/11/2007 12:44 KING COUNTY, WA DECLARATION OF PRIVATE INGRESS /EGRESS AND UTILITIES EASEMENT Reference City of Tukwila Short Plat No. L07 -039 Grantee(s): David Stanley & Mirza Hankic Abbreviated Legal Description: A portion of NW /4, SW /4, SEC 26, TWP 23N, R 4E, W.M. Assessor's Property Tax Parcel or Account No.: 812520 0480 Grantor's legal description: Beginning at the Northwest Corner of the Southwest Quarter Of Section 26, Township 23 North, Range 4 East, W.M., In King County Washington; and running thence along the West Boundary Of said Subdivision, South 00 °48'39" East 301.11 feet; thence Parallel to the North Boundary Of Said Subdivision, South 89 ° 21'31" East 711.80 feet to The True Point Of Beginning Of this Description; thence continuing South 89 °21'31" East 119.85 Feet; thence South 00 ° 48'39" East 111.00 feet; thence North 89 °21'31" West 119.85 feet; thence North 00 °48'39" West 111.00 feet To The True Point Of Beginning. Beginning at the Northwest Corner of the Southwest Quarter Of Section 26, Township 23 North, Range 4 East, W.M., In King County Washington; and running thence along the West Boundary Of said Subdivision, South 00 ° 48'39" East 301.11 feet; thence Parallel to the North Boundary Of Said Subdivision, South 89 ° 21'31" East 711.80 feet to The True Point Of Beginning Of this Description; thence continuing South 89 ° 21'31" East 119.85 Feet; thence South 00 ° 48'39" East 111.00 feet; thence North 89 ° 21'31" West 119.85 feet; thence North 00 ° 48'39" West 111.00 feet To The True Point Of Beginning. EXCISE TAX NOT REQUIRED King Co. Re s Division Deputy IN CONSIDERATION OF THE FUTURE OWNERS of the Tots within the STANLEY /HANKIC Short Plat, L07 -039 relating to real property, the undersigned Grantor declares a permanent easement for a private Ingress /Egress and Utilities easement for benefit of Lots 1, 2, & 3 of said short plat. 1. This easement is for the sole purpose of the construction, use and maintenance of an Ingress /Egress and Utilities easement. 2. Maintenance of the easement shall be shared equally by the benefited parties. 3. Cost of maintenance or repair of a utility within said easement shall be borne by the party(s) served by that utility. 4. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein. THIS INSTRUMENT made this J / of 20 O 7, by David Stanley & Mirza Hankic, herein called "Grantors ". Dated this rh day of D�e.- , 20 0 l /4 David Stanley Mirza Hankic • • 5. The cost of maintenance, repair or reconstruction of that portion of the sewer used in common shall be borne in equal shares by the above property owners, except that the owners of any lower parcel shall not be responsible for the part of the sewer above their connection; and when necessary to repair, clean or reconstruct the sewer, the parties to this agreement shall have a right of entry for that purpose. STATE OF WAS GTON ) ) SS COUNTY OF , ) On this day personally appeared before me V 0� S ► 3. ' ` 1b me known as the individual(s) described in and 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 stated. Given under my hand and official seal this O day of e pf.C . e 1116 eV C NOTARY PUBLIC in and for the State of Washington, residing at Washington, residing at STATE OF WAS GTON ) ) SS COUNTY OF On this day personally appeared before me 1 { ' 1 described in and 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 stated. Given under my hand and official seal this NOTARY PUBLIC in and for the State l of I Wasshington, residing at Washington, residing at l I kba) lk tuPt DC mr— cnts2Or (W5 f r.crIss AA La j Liu) c l day of DLGe f l- 3 l X 1 3 � 1 �111 1111 I1///, °°�G R oe� . ` .` ° �. 1 'so N F cn • .PUBLIC+ ° ° oi l '2= in • r 23 , ti • c \\. to me known as the individual(s) ,01 / /0, g. 4. / "• 'O e�//// .t G� 00 N �c d %•., �' • J oTARV /9N•� • w ®m® ▪ • — • N PUBLIC ° • •; • o '" • ▪ •� /,‘,& t I W A S N a ` \ `�� • 20090226900002 SHORT PLAT NO, L07 -039 CITY OF TUKWILA KING COUNTY, WASHINGTON DECLARATION Know all people by these presents that we, the undersigned owners in fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further didvided in any inonner within a period of five years from the date of recording; without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent land in accordance with the desires of the owner(s). IN WITNESS WHEREOF we set our hands and seals. STATE OF WAA�HINGTON County of .KI'ne 1 certify that. I know or have satisfactory evidence that i lirle, 144tnni(, - i-i(Slzan I 11 1Gia Stank cy signed this instrument and acknowledged . it to be (his /her) free and voluntary act for the uses and purposes mentioned in the instrument. A-t.Lkr le CONFORiIED COPY Cfly of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone 206 -431 -3670 fax 206 -431 -3665 E -mail: tukplanOtukwila.wa.us Signature of Notary Public Dated My appointment 20090226900002 2 BEST DEVELOP 501 115.00 PAGEO01 02/20/2009 002 0 00 KING COUNTY, WA STATE OF WASHINGTON. County of. .K■rlel I certify that. I know or have satisfactory evidence , Mrr� k �(, that (G nle I xi' c.. signed this instrument and acknowledged it to be (his /her free and voluntary act for the uses and puwoo nevtioned in the instrument. s. ,v, F f /� s�atow Ql�$ Signature of j�, aT ^R � 4 9n x� 2 _ . _ aS s Notary Public (././..,e- al.ri 4 4 = Dated o,�l3Slo1 ��i / ? °4 a, 4 pZg�to �;,_ M y a pp oi n t ment expires oS :;3q - A rJ at. M t of Deputy Director, King County Director, .Ong County Assessor ORIGINAL LEGAL DESCRIPTIONS THE WEST 80 FEET OF THE FOLLOWING DESCRIBED PROPERTY: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF 'SECTION 26, TOWNSHIP 23 NORTH, RANGE 4' EAST, W.M. . IN KING .COUNTY WASHINGTON; AND RUNNING THENCE ALONG THE WEST BOUNDARY OF . SAID SUBDMSION, • SOUTH 00'48'38' EAST 221.08 FEET; THENCE PARALLEL TO THE NORTH BOUNDARY OF SAID SUBDMSION, SOUTH 89'21'31' EAST 632.00 FEET TO THE TRUE POINT OF BEGINNING OF :THIS DESCRIPTION; THENCE CONTINUING SOUTH 8721'31" EAST 200.00 FEET;• THENCE SOUTH 00'48'39" EAST 191.08 FEET; THENCE NORTH 89'21'31' WEST 200.00 FEET; THENCE NORTH 00'48'39' WEST 191.08 FEET TO . THE POINT OF BEGINNING.. • (BEING KNOWN .AS THE WEST 80 FEET OF TRACTS 0 AND 11, SUNRISE VIEW ADDMON, ACCORDING TO THE UNRECORDED PLAT THEREOF:) PARCEL A BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE'.4 EAST, W.M., IN KING COUNTY WASHINGTON; AND RUNNING THENCE ALONG THE. WEST BOUNDARY OF, SAID SUBDMSION. SOUTH Oa48'39' EAST 221.08 FEET; THENCE PARALLEL TO THE NORTH BOUNDARY OF SAID SUBDMSION, SOUTH 89'21'31' EAST 632.00 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 89'21'31'. EAST 200.00 FEET; THENCE SOUTH 00'48'39' EAST 95.54 FEET; THENCE NORTH 8921'31' WEST 200.00 FEET; THENCE NORTH 00'48•39' WEST 95.54 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT THE NORTHER ORTHERLY 80 FEET THEREOF; AND EXCEPT WE WESTERLY 80 FEET THEREOF. BEING KNOWN AS A PORTION OF LOT "G", SUNRISE VIEW ADDITION, •ACCORDING TO THE UNRECORDED PLAT THEREOF. PARCEL B BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; AND RUNNING THENCE ALONG THE WEST BOUNDARY OF SAID SUBDMSION. SOUTH 00'48'39" EAST 316.82 FEET; THENCE PARALLEL TO THE NORTH BOUNDARY OF SAID SUBDMSION. SOUTH 8921'31 • EAST 632.00 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 89'21'31' EAST 200.00 FEET; THENCE SOUTH 00'48'39" EAST 95.54 FEET;. THENCE NORTH 89'21'31" WEST 200.00 FEET; THENCE NORTH 00'48'39'. WEST 95.54 FEET TO THE TRUE POINT OF BEGINNING: - EXCEPT THE WESTERLY 80 FEET THEREOF. BEING KNOWN AS A PORTION: OF LOT "If , SUNRISE . VIEW ADDITION, ACCORDING TO THE UNRECORDED PLAT THEREOF. NEW LEGAL DESCRIPTIONS LOT 1. CO* ? CING AT THE NORTHWEST CORNEA OF THE SOUTHWEST QUARTER OF SECTION 26. TOWNSHIP 23 NORTH. RANGE 4. EAST. N.4. IN KING , WASHINGTON THENCE ALONG THE WEST BOUNDARY OF SAID SUBDIVISION. SOUTH 00'483 EAST 221 FEET THEM PARALLEL TO THE NORTH BOUNDARY OF SAID SUBDIVISION SOUTH 89'2131' EAST 632.00 FEET: thence South 89 2131' East • a distance of 80.03 feet . thence South 00'4839': East, a distance Of 135.53 feet TO THE POINT OF BEGINNIMW thence South 89 2131'. East,. a dietetics of 11985 feet thence South. 00'4839' , East. a distance of 55.50 feet thence North 892131' West a dietetics of 119.85 . feet thence North 00'4839' West. a distance. of 5550 feet TO THE POINT OF BEGINNING. . LOT2 COMMENCING . AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 26. TOWR45H1IP 23 NORTH RANGE 4 EAST, W.M. IN KTN3 COUNTY WASHINGTON! THENCE ALONG THE WEST BOUNDARY OF SAID SUBDIVISION, SOUTH 00'48'39' • EAST 221.08 FEET. THENCE PARALLEL TO THE NORTH BOUNDARY OF SAID SUBOIVTSIO9, SOUTH 89 2131' EAST 632.00 FEET: thence South 892131'. East a distance of 80.03 feet thace__South 00'48.'39'_ East. a distance of 80.0 feet TO TIE POINT OF BEWN1NINCt the South 89'21'31" East a distance of • 11985 feet thence South 00'4039' East a distance of 5550 fest these North 89213i' West a distace of 11995 feet; thence North 00'4839' West a distance of 55.50 feet. TO THE POINT OF BEGINNING. LOT 3 C04MENCIM3 AT THE N RTHNEST CORNER OF 11-E SWTH9€ST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH. RANGE 4 EAST. W.4, IN KITS COUNTY WASHINGTON THENCE ALONG ThE NEST BOUNDARY OF SAID SUBDIVISION. SOUTH 00'4839.' . EAST 221.08 FEET. THENCE PARALLEL TO THE NORTH. BOIADARY OF SAID SUBDIVISION. SOUTH 89'2131' EAST 632.00 FEET' TO THE POINT OF BEGITWIN9 thence CONTINUING South 892131' East a.distace of 80.03 feet those South 00'4839' East a distance of 111.96 feet thence North 442131' Neat a distece of 33.87 feet the North 89'2137' West a distance of 55.68 feet thence North 00'4839' West..a distance of 88.00 feet to the Point of BegimLlg. LOT 4 COMMENCING AT THE NORTHWEST COFINER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST. W14. IN KING COUNTY WASHINGTON THEME ALONG TW€ WEST BOUNDARY OF SAID SUBDIVISION. SOUTH 00'4839' EAST 221.08 FEET; THENCE PARALLEL TI) THE NORTH BOUNDARY OF SAID SUBDIVISION, SOUTH 89 '21'31' EAST 632.00 FEET: thence South 00'4839'. East. a distace, of• 88.00 feet TO THE POINT OF BEGINNINQ those South 892137' East 8 distance of 56.68 feet thence South 44' 2131' East. 8 distance of .33.77 feet thence South 00'48'39' East e distance of 79.07 feet thence North 89'2131' West. a distance of 80.03 feet thence North 00'4839' West a distance of 103.03 feet TO TM POINT OF BEGINNING. • ACCESS & UTILITIES EASEMENT THE WEST 22.00 FEET OF THE FOLLOWIN a BEGINNING AT THE NORTHWEST COFNE R OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 23 NORTH, RANGE 4 EAST. W.N. IN KING COUNTY WA TONt AND RUM4IN8 THENCE ALONG THE WEST BOUDARY OF SAID SUBDIVISION SOUTH 00'4839' EAST 301.11 FEET : T ENCE PARALLEL TO TIE NORTH BOUNDARY OF SAID SUBDIVISION. SOUTH 89'2131' EAST 711.80 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION THENCE CONTINUING SOUTH 892131' EAST 119.85 FEET; THENCE SOUTH 00'4839' EAST 111.00 FEET: THENCE NORTH 892131' WEST 119.85 FEET: THENCE NORTH 00'4839' NEST 111.00 FEET TO TIE TRUE POINT OF BEGINNING. PRIVATE SANITARY SIDE SEWER EASEMENT COMMENCING AT THE NORTHWEST„ CORNER OF THE SOUTHWEST QUARTER OF SECTION 26. TOWNSHIP 23 NORTH, RANGE 4 EAST. WN, IN KING COUNTY WASHINGTON MO RUNNING THENCE ALONG THE WEST BOUNDARY CF SAID SUBDIVISION. SOUTH 00'4839' EAST, A DISTANCE OF 412.11 FEET; THENCE SOUTH 892131' EAST. A DISTANCE OF 74750 FEET TO THE POINT OF BEST NIIrQ THENCE CONTINUING SOUTH 139'21'31" EAST. A DISTANCE OF . 7.98 FEET: THENCE NORTH 50 '33'22' WEST. A DISTANCE O'' 28.40 FEET: THEME SOUTH 00'4839' EAST. A DISTANCE OF 555 FEET: THENCE SOUTH 50'3322' EAST. A DISTANCE 0= 17.95 FEET TO THE PRIM OF 8EGIHNIN6. DRYCO Surveying, Inc. 12714 VALLEY AVENUE EAST SUMNER, WASHINGTON (253) 826 -0300 PAX (253) 826 -9703 SURVEYOR'S CERTIFICATE: I, G. PHIL SARGENT, CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WiTH THE REQUIREMENTS OF THE SURVEY RECORDING ACT. e/I RECORDING NO. SCALE: PORTION OF . NW 1/4 of . SW 1/4, S 26, T. 23 N, R. 4 E APPROVALS: KING COUNTY FINANCE DIVISION I certify that all property taxes are paid and that a deposit has been made In suffclent • amount td pay the taxes for the following year that there are no delinquent special assessments certified to this office for collection; and that all special assessments on any of the property herein dedloated as streets, alleys or for other public use are paid In full. • Cholrperson, Short SutdMelon Committee COUNTY ASSESSOR'S APPROVAL Examined and appro by this department this ' 7CG`1Lday' of�l 1 2off. Ai ire 1 j rnit N,,4 KING COUNTY ASSESSOR ASSESSOR'S PARCEL NUMBER? 812520 0480 & 812520 0483 TUKWILA SHORT SUBDMSION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this day of . 2O0 CHKD. BY VOL. /PAGE Chairpe(}on,. Short Subdivision Committee W J & Marten Hanley 5162 S 170th Street Seattle, WA 98188 " = 30' JOB NO. 2007065 SHEET 1 OF 2 . S 1613th Street Encased Oic Ion w/Bees Pin Apra 2007 CENTERUNE EDGE OF PAVEMENT, FACE OF CURB EDGE OF PAVEMENT SEWER LINE STORM UNE G GAS UNE W WATER UNE POWER . LINE —PH PHONE UNE x —x--x• FENCE UNE BUILDING UNE BOUNDARY J. J. —s city OT IUKWIIa Department of Community Development 6300 .Southcenter Boulevard, . Tukwila, WA 98188 Telephone 206 - 431 -3670 fax 206 - 431 -3665 E —mail: tukplan ®tukwila.wa.us SHORT PLAT NO. L07 -039 LEGEND MONUMENT FOUND THIS. SURVEY PROPERTY CORNER FOUND THIS SURVEY POWER POLE • GUY. ANCHOR STREET UGHT POWER .METER • POWER TRANSFORMER VAULT UNKNOWN PHONE. MANHOLE GAS METER FIRE HYDRANT WATER VALVE. WATER METER CATCH BASIN STORM MANHOLE SEWER MANHOLE HANDICAPPED RAMP 7- Bused Cone tr/Ste 2 Pin 2007 5892131E 631.77' S 170th Street Encased Conn Ion w/3' Wesele April, 2007 RECORDER'S CERTIFICATE filed for record this day of 200 at M in book of at page at the request of the City of . Tukwilla. Deputy Director, King County Director, King County Assessor -- x --x- -x r 599'2131E.e0D3' E. Lot 3 Average Width is 80' 7319 Sq Ft 9392131E 56.68' Lot 4 Average Width is 80' 7983 St; Ft s BASIS OF BEARING WEST LINE OT THE SOUTHWEST OUARTER OF SECTION 23 0 VERTICAL DATUM KING COUNTY VERTICAL CONTROL MONUMENT #KC —I -2 3" BRASS DISK IN SIDEWALK, NE QUADRANT INTERSECTION OF MILITARY ROAD & SOUTH 170th STREET. ELEV- 134.07 STAB' .Ey /H r I C ASSESSOR'S PARCEL NUMBER 812520 0480 & 812520 0483 DRYCO I � Lot 2 . �. I. Average. Width is 555' 66505gFt F-S513 — ii`9E5� --=- -- RI 22 , I M31 LDE F - 22 Private /axe 0 Utility East ® r / 1 KL Rs.120071211EN E la Lot Lot i Average Width is 555' 6650 Sq Ft . I • ^ _KC Rx'2e011211 11985' 5392131E 149.68' • ■_ 8 N G DRYCO Surveying, Inc. 12714 VALLEY AVENUE EAST SUMNER, WASHINGTON (253) 826 -0300 FAX (253) 826 -9703 F -asst- 989'213111985' 1>� 12 1 SURVEYOR'S CERTIFICATE: . I, G. PHIL SARGENT, REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON, CERTIFY THAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN, CONDUCTED BY ME, OR UNDER MY SUPERVISION; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN HEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE, HAVE BEEN SET AND CORNERS PLACED ON THE GROUND a- AS D CTED • . / E �-• `' :,:" s ' 1 -.x-08 G. PHI SARGENT • 34145 t0 SCALE: 1" = 30' GRAPHIC SCALE — — — ins — — 30 60 PORTION OF NW 1/4 of SW 1/4, S 26, . T . 23 N, 1 " -30' 4 E , 90 W J & Marten Hanley 5162 S 170th Street Seattle, WA 98188 DWN. BY Is SURVEYED April, 2007 DATE 12/15/2008 SCALE 1" 30' JOB NO. 2007065 SHEET . 2 OF 2 1 October 10, 2008 Dear Mr. Phan: incerel cc. File (L07 -039) • Cizy of Tu Tukwila Department of Community Development Mr. Han Phan, P.E. The Concept Group, Inc. 650 South Orcas Street #214 Seattle, WA 98108 RE: L07 -039 Stanley/Hankic Short Plat Extension Request The City has received your request for an extension for the above short plat application. Your extension request is granted and the preliminary approval will expire on October 22, 2009. Please note that the subdivision title only allows for one extension of not more than one year. If you have any questions, please contact Jaimie Reavis at (206) 431 -3659 or by email at ireavis@ci.tukwila.wa.us. k Pace, Director Community Development JR Page l of 1 H:\Short Plats\ Stanley- Hankic\L07- 039_Stanley_Hankic extension Ietter.doc Jim Haggerton, Mayor 10/10/2008 10:08 AM Jack Pace, Director 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washington 98188 • Phone- 206 - 411 -367n • FAY. 2ni5- 4 ?1 -3/SAs the CONCEPT group October 5, 2008 .Iaimie Reavis Assistant Planner City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Subject: Request a One Year Extension of the Approved Preliminary Short Plat Stanley /Hankic Short Plat L07 -039, PRE07 -018 16883 53rd Ave S/5162 S. 170th Street Dear Ms. Reavis: • • LAND DEVELOPMENT AND CIVIL ENGINEERING CONSULTANTS 650 South Orcas Street, Ste #214 • Seattle, WA 98108 • T 206.658.0125 • F 206.658.0127 • www.TheConceptGrp.com This letter is written in requesting a one year extension of the approved preliminary short plat of Stanley /Hankic Short Plat L07 -039. This short plat was granted a preliminary approval on October 22, 2007. Preliminary Short Plat is expiring in October 22, 2008. Currently, the owner is working on putting in an infrastructure per the conditions stated in Preliminary Short Plat Approval. As of right now, we would not be able to install the infrastructure and final approval and record with King County before October 22, 2008 deadline. To meet the Preliminary Short Plat condition, we would like to request an additional one year extension of the Stanley /Hankic Short Plat L07 -039. This extension would allow us more time to complete the work. We appreciate your assistance with this project. Please feel free to contact me if you have questions regarding the subject above. Sincerely, The Concept Group, Inc. 47r/ Han Phan, P.E. I Project Manager The Concept Group. Inc. A N E W D I M E N S I O N O F D E S I G N P E R C E P T I O N August 24, 2007 Dear Han, • Ciz of Tukwila Department of Community Development Steve Lancaster, Director Han Phan, PE 650 S. Orcas Street, Suite 214 Seattle, WA 98108 Re: First Comment Letter, Stanley /Hankic Short Plat 16883 53r Ave S/5162 S 170 Street L07 -039 • The City of Tukwila has completed a review of the above short plat application, which was submitted on June 13, 2007 and deemed complete on July 10, 2007. The following list of City staff is the development review team that reviewed the materials submitted as part of the above short plat application: Jaimie Reavis David McPherson Alan Metzler Allen Johannessen Planning Division of DCD Public Works Department Fire Department Building Division of DCD (206) 431 -3659 (206) 431 -2448 (206) 575 -4404 (206) 433-7163 Comments from each department are listed separately. Several items need to be addressed prior to preliminary approval (see Public Works Department comments below). There are additional comments that will need to be addressed with submittal of building permit applications. These additional comments are provided now for your consideration, and are listed under Public Works comments, under the section titled Miscellaneous Comments (to be addressed as part of future Building Permit(s)). For technical questions regarding specific comments listed below by department, please contact the appropriate individual from the above list. Please address any questions related to this letter, the short plat process, and resubmittal directly to the Project Planner, Jaimie Reavis. JR Page 1 of 3 H: \Short Plats \Stanley- Hankic \Stanley - Hankic comment letter.doc Steven M Mullet, Mayor 08/24/2007 10:25 AM 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Planning Division of DCD No comments at this time. Public Works Department • • Prior to Preliminary Short Plat, the following comments need to be addressed for Public Works. 1. Provide Certificate of Sewer Availability from Valley View Sewer District. 2. Provide draft copy of Private Sanitary Side Sewer Easement (across Lot 1). See sample easement enclosed. 3. Provide draft copy of Private Ingress/Egress & Utility Easement. See sample easement enclosed. 4. Owner to provide a completed Traffic Concurrency Certificate Application, including the applicable Transportation Concurrency Test Fee — see enclosed. Short Plat Survey Site Plan 1. Revise sheets 1 & 2 of Short Plat Survey Site Plan, per redlined comments — enclosed and using the City of Tukwila format. Miscellaneous Comments (to be addressed as part of future Building Permit(s)) 1. Transportation Impact Fee applies to the future Building Permit(s). 2. Pavement Mitigation fee applies to the future Building Permit(s). 3. Public Works permit fee applies to the future Building Permit(s). Fire Department No comments at this time. Building Division of DCD No comments at this time. Next Step Your next step is to address the comments and resubmit the materials as listed above, which are required for preliminary approval of this short plat application. We will need four copies of the Short Plat Survey Site Plan, and one copy of each of the other items from the above list. If you have any questions please call (206) 431 -3659 or send an email to jreavis @ci.tukwila.wa.us. JR Page 2 of 3 H:\Short Plats \Stanley- Hankic\Stanley -Hankic comment Ietter.doc 08/24/2007 10:25 AM Sincerely, Jaimie Reavis Assistant Planner Enclosure: Sample Sanitary Side Sewer Easement Sample Private Ingress/Egress & Utility Easement Traffic Concurrency Certificate Application Public Works Fee Schedule (for concurrency fee reference) Public Works Bulletin A3: Pavement Mitigation and Transportation Impact Fees Short Plat Survey Site Plan with redlined comments cc. File (L07 -039) • • JR Page 3 of 3 08/24/2007 1:12 PM H: \Short Plats \Stanley- Hankic \Stanley - Hankic comment letter.doc 20070524001992 WREN RECORDEDRETURN TO: Talat Botros Grantor TALAT BOTROS PTE SANITARY § • S EWER LINE „EASEMENT AGREEMENT .. Referenc City Takwlia SiniiiP110 No L06-032 Portion of Assessor's Tax Parcel No. 7340600926 I ll,„ 1 , ! , i i ll. 80TROS 200705 240019'92 PAGE001 OF 085 5" 05/24/2897 14.31 38.00 KING COUNTY, ail Pagel of 4 Easement for Sewer Line. Initials: Grantor Grantee .• • ' • • • Grantee: TALAT BOTROS .„. Grantor Legal Desitiption: • • • THAT PORTION OF 60, RIVERSIDE INTERURBAN TRACTi;'AcOnimra TO THE PLAT THEREOF, OcoRtep_iNyoLumE 10 OF PLATS, PAGE 74, IN KING CNA/TY, WASHINGTON, ...DESCRIBED AS FOLLOWS: • •• 6OMMENCING At THE SOUTHWEST CORNER OF TRACT 60 OF RIVERSIDE INTERURBAN TRACTS,.. THENCE S 89°11'511E, *LANG LINE OF SAID TRACT 60, A DISTANCE OF 159.95 FEET TO THE TRUE PO BEGIMMINO; THENCE N 00°3214"E 30.74 FEET • 1:: TFIENCE N 89°17'5 l''"W-80.38FEEfi; THENCE N 04°53'32"W 16.91 fEtr,;...:::. THENCE N 51°19'07"W 11.04 FEET, THENCE N 04°53'32"W 34.63 JET TOTHENQiiTH OFTHE.SOLITH 88.825 FEET OF SAID :• • •• •• ...• TRACT 60; , •• .• . „ THENCE S 89°17'51"E, ALONG SAID NORTH LiME, A .bisiAN.eroF 11 isif FEET; THENCE S 00°46 88.82 FEET T A POINT pr THE SOUTH LINE OF SAID TRACT 60; THENCE N 89°17'51"W, ALONG SAID SOUTI:ILINE,:•A DISTANCEOF,2849 FEET TO THE POINT OF BEGINNING " ' ' .; • r ":• • • THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned ;:o wner(s)(grantor) in fee simple of the land described herein. And is'i`'or the:benefit of the Grantee's property. • For'and.n corisideiradon : uf the mutual covenants, an agreement hereinafter expressed and other good and vaivabli considetation, in'hand paid of which is hereby acknowledged, the parties hereto agree as follows: : f N' • 1. The owners ofthe abova`dt.sscribed 1ttnd do hereby define, grant and convey to the present and future owners. (gr itee) _of the land described s fbllows :,,. ` N LOT 1 LEG DESCR AL IPTION THAT PORTION OF TRACT 60, RIVERSIbE JNTjvRURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDEIIIN 17OLUME 10 OF:ELATS, PAGE`74, IN KIN, COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: . COMMENCING AT THE SOUTHWEST CORNIER OF : TRACT 60 OF RI`.1{ERSIDE INTERURBAN TRACTS; : THENCE S 89 °17'51"E, ALONG THE SOUTH LINE bF•SA. ID TRACT DISTANCE OF 30.00 FEET TO::ii\'STONE MONUMENT, AND THE TRUE POINT: OF••BECIINNINGA••°•..; ., THENCE'CON'flNUING S 87 °17'51 "E, ALONG SA1p SQLft �` LIN N, A ICI; Of 12995 FEET; THENC£ N 00 °32'54 "E 30.74 FEET; " "' THENCE N, 89 °17'S1 "W 6938 FEET; THENCE N04 ° •53'32`'W 16.91 FEET; THFNCE 51°'.19'07."'w 11.04 FEET; THENCE'N 04' 53'32"W 34.63 FEET TO THE NORTH LINE OF THE SO JTIHE 88.825 FEET OF SAID TRACT:60, ::•. : :`THENCE N• 9 °17'5 1PW, ALONG SAID NORTH LINE, A DISTANCE OF 46.48 FEET TO THE EAST : ' , LINE 6PTHE WEST 3000FEET OF SAID TRACT 60; THENCE S 00 ?3'21 "W; SAID EAST LINE, A DISTANCE OF 88.82 FEET TO THE POINT OF BEGINNING.:: .,_••' i` Portion of Assessor'$ Tax Parcel`No.:7340601926 . L • • • • Easement for Sewer Line. Initials: Grantor Grantee Page 2 of 4 exckisiVe.perpetual Water Line Easement over, across, along, in, upon and under that portion of said .". grantor's land described as follows: . •• • .• .;. sANITABy stwarettNE EASEMENT OVER PORTION OF LOTOF SHORT PLAT L06-032 • • • • . .• .• • LEC414 DESORIPTKON OF SANITAR SEWER EASEMENT AREA: AN FAT Ii4 , ::WIDT11; , i,ymfG 5 *TON EACH SIDE OF THE FOLLOWING DESCRIBEI? EgEMEN1c4ATF4t4W COMMENCING AT HE NoRTI4EAiy CORNiR:thAID DESCRIBED LOT 2; _ THENCE N 8Sril'51"W, ALONG THE NORTII.LINE OF SAID LOT 2, A DISTANCE OF 48.01 FEET TO THE TRUE POINT OF BEGINNING qi SAID EASEMENT CENTERLINE; THENCE S 00°00'00"W 38.0 FEET TO.THESOUTII.LiisiE• OF SAID 1 AND THE TERMINUS OF SAID EASEMENT CEN1ERLINE. - ..::: ... ..: ..:, - :: .. ......* . •'.:. ; .. :. 2. This easement is for the sole purpose of the . con.siructink'nse andniainttnariee of a Sanitary Seyiei• L ine, . . u sa and . . ma 1htnance •• :: , •.:::., - .=:,..„ ., . • • •• ..• 3. Grantee Audi install said Sanitary Sewer Line at its sole cost and expense and shall continue to,„is maintain and shall continue to bear all cost of repair and mainterinirce of said Slinitriry Seivertine. ::. ''.....•-• ' .:••• ;:‘ ...:' 4. Grantee shall holdiGrantor harmless from and against any and all clabiti.3 grantor frisingut ofthe installation, operation, maintenance or repair of said Sanitary *weetine. .:. ...' Theherein easement and agreement may be amended only with the written agreement.ofihe Grantee ••:: herein, his heirOn*or a,ssiins. Talat Botros, for •• ..... This agreement sbll run with the hind and shall be binding on all parties having or acquiring any right, title or interest m the lancOnicribed,herein or any part thereof Page 3 of 4 Easement for Sewer Line. Initials: Grantor Grantee PdatpOtrcik.Gran • v.. . Easement for Sewer Line. • • .• :: .:•-• ;;; .. .... •:?. :: ..-.• ,' ,:' V ' :• .,:.- .:- ',....„,,. ' .t..„,....... i f ... ...:". .. - STATE OF WASHINGTbNA •:,: ....,..- ,„:- ) ss. ::••• .. ... „ .:' ..,. COUNTY OF KING ) . ..''' :::: 1 :„..'.. .:'.. .':': • ostv\ o' i tti m i I r 4714) * Notary Signature 141' 1 certify that 1 know or have satisitctorj evidence that - is the perspn who appeared before me, and acknowiedgeatheiPsheAheyjigneil this instrument and acknowledged it to beahersitheir free and voluntary act an deed tor sgbh paity.for the uses andfiurpases therein Mentioned the instrument DA FP th4*. day of Ar•fr • , lopj A4 ?AA,' / Coe k Tide • Coe•yef>0 Residing at X .;. 9A- •: AP.% olinio. : woo Appoititm at - *elfr 4siotary Signature Residing at My Appaiiitmebt Expires: Page 4 of 4 Initials: Grantor Grantee •• • • ' • .• , -44 Cr) BOTROS,. SHORT PLAT . ,..VASEMENTS • EXHIBIT • .• _ PRIVATE ROAD REC. No. 299190W •..: 15' PRIVATE ACCESS ESM'T. FOR LOT 2 5 PRIVATE SIORM HANSEN SURVEYING LAND SURVEYORS & CONSULTANTS 17420 118TH AVE. S.E., RENTON, WA 98058 TEL 425-235-8440 FAX 425-235-0288 1— LiJ 042 L06-032 W (n 1 I i< all V --I bEI L Ti T • LATEST REVISION 0271'ejfq 20070524001994 PRIVATE RESS AND UTILITY !EAT AGREEMENT .. '•-••Reterenc Cily o(tukwila Sh6iiPlat No LOQ03; Reference # •• • Grantor: TALAT BOTROS • • Grantee: fAL,AT BOTROS Grantor legal Desc:Option: .• LOT'l LEsCAL.DESCRIPTION: TkfAT PaRT16N 0#TRACT 60, RIVERSIDE INTERURBAN TRACTi;ACVOROINa TO PLAT THEREOF, RECORbEp-IN.VOLUME 10 OF PLATS, PAGE 74, IN KING mot.* WASHINGTON, ...bESCR.113E4 AS pOLLOWS: COMMENCING AT TU SOUTHWEST CORNER OF TRACT 60 OF RIVERSIDE INTERURBAN THENCE S 89°11:511E, 4LoNO.fHE SOUTH LINE OF SAID TRACT 60, A DISTANCE OF 30.00 FEET TO A STONE NitINUNOT, AND:iTH4TRUE POINT OF BEGINNING; THENCE CONTINUING S,111 ALONG SATO SOUTH LINE, A DISTANCE OF 129.95 FEET; THENCE N 00°32'54"E-304 tEEt; • • THENCE N 89°17'51"W 69.310Egt,;.....::... THENCE N 04°53'32"W 16.91 THENCE N 51°19'07"W 11.04 IgEET;,. THENCE N 04°53'32"W 34.63 FEET fO THE NORTH LINE OF THE SOUTHE 88.825 FEET OF SAID TRACI760; THENCE N 89°17'51"W, ALONG SAID Noit.TH..E.IINIE, DiSTAkc0i0F 46.48 EEO TO THE EAST LINE OF THE WEST 30.00 FEET OF SAID TRACT 60.;' .,••• . THENCE S 00°53'21"W, ALONG SAID EAST LINE:A DISTANCE 88.82AET TTHEPOINT OF BEGINNING. 111 • Portion of Assessor's Tax Parcel No 7340600926 •••••-• • . •• • : Page 1 of 4 • • ••:. , Easement for Access & Utilities. Initials: Grantor Grantee TAX NOT FkCIWO / IsiyaGo.R '49.0 ••• •:: • • : >TI3IS`EASEMENT AGREEMENT is made and entered into by and between the undersigned owner(s)(gitantor) in fee simple of the land described herein. AnctSsfor the benefit of the Grantee's property. For andin consideration ofthe mut tal iiVettants, an agreement hereinafter expressed and other good and Valuable consjderatipn; hand pad, receipt` of which is hereby acknowledged, the parties hereto agree as follows: 1. 'ihhe:nwcie af rs thg above described tenn'do bete defh e, grant and convey to the present and future owners (grantee) of the land describedt as follows; LOT 2 LEGAL ;:;' THAT PORTION OF TRACT RIVERSIDE INTERURBAN:TRACTSP4ORDING TO THE PLAT THEREOF, RECORDED IN'VOLUME 10 CE PLATS, PAGE 74 ...IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: ..' c COMMENCING AT THE SOUTH'WESi;CpliNER Oi TRACT `60 OF RIVERSIDE. INTERURBAN TRACTS; ::,. THENCE•S 89 °17'S1"E, ALONG THE SOUTH L1JE OF SAID TRACT 60 D }STANF 1 CE O59,95 Ra1 FEET TO THE TE POINT OF BEGINNING; ` : THENCE N 00 °32'4 "E 30.74 FEET; THENCE N� 89° 17'51 "W 69.38 FEET; THENCE 14 04'53'32"W 16.91 FEET; TI•#ENCE'N 51 °19'07"W 11.04 FEET; THENCI N 04 "53'32 "W 34.63 FEET TO THE NORTH LINE OF THE 825 FEET OF SAID ,tRACT 60; : - ••".., ,:!THENCE,S'89 °17 ALONG SAID NORTH LINE, A DISTANCE OF 111.98 FEET;.:: .: `.THENCE S 00°4 FEET T A POINT ON THE SOUTH LINE OF SAID TRACT 60; THENCE N 89' 4 ON I SAIP,SOUTH LINE, A DISTANCE OF 28.69 FEET TO THE POINT OF BEGINNING Portion of Assessor'4 Tax Nicol No 7340600926 . • • Page 2 of 4 Easement for Access & Utilities. Initials: Grantor Grantee ••■• • .t .••• Aji exc*sive..perpetual Ingress, Egress and Utility Easement over, across, along, in, upon and under that portion of said grantor's land described as follows: INGItESSi AND UTILITY EASEMENT OVER PORTION OF LOT 1 OF 0. PLAT L06-032 LEGAL DESCRJPTION O1 #6RESSt EGRESS AND UTILITY EASEMENT AREA A.N 75 FT EACH SIDE OF THE FOLLOWING DESCRIBED EASEMENT COTTP11414E: ..0 ••• COMMENCING'ATiHESIOR:filWEgT CpRilEk9F SAID DESCRIBED LOT 1; THENCE S 00 nit WEST LINE OF SAID LOT 1, A DISTANCE OF 7.50 FEET TO THE TRUE POINT OF BEGINNING OF THENCE S 89°17 PARALLEL WITHTHE..NORTH LINE:OF SAID LT 1, A DISTANCE OF 4724 FEET TO THE EAST LINE OF skaatIE$CRIBErkLOT 1,AND•rite TERMINUS OF SAID EASEMENT CENTERLINE. This easement is for the sole purpose of theconStructioni anckinaintenaike of a Ingress, Egrat& Utility EaSenient, together with the right of ingressand egress for said coinstriietiqn; arid maintenance. 3. Grantee shall mstll any improvements in said Ingress,"igresi & yjtmti Easement at Ifs sOie cost and expense angihall continue to maintain and shall continue to beii'all,nostofrepailand maintenance of said Ingriss, Egress:* Utility Easement. ..e ;.• N •:. .:': .,- .:: : .• ..:' , .• el 4,... Grantee shall hold Grantor harmless from and against any and all claims Whic;if may be made against grantor arishi out of theitikallation, operation, maintenance or repair of said Ingress, Egress & Utility .,..Easenient.....'' ...„,....,,,'. . ;.::. ...ji ,,,,-.'',:. ...: •.:..,,,, 5.'The hereineaseinent:ind agreeinent amended only with the written agreement of the Grantee hereik1is and/oeassigils. ..:y ....,/ ''' . 0..... . . 1. This easement agreement shal* withie be binding on all parties having or acquiring any right, title or inte rest the land desccibed hiteti or'any part thereof. ....,. Talat Botros, Grantor Page 3 of 4 Easement for Access & Utilities. Initials: Grantor Grantee •• ; • • STATE OF WASHINGTON) ss• COUNTY OF KING ) I'certit that I know or have satisfactory evidence that•- 4 T:this iiistn nentsnd acknowledged it to be his/hers/their free and voluntary act an dead for.••sucl party for the uses and purposes therein mentbned in the instrument. .©ATEt this'- of 3 0 V. Hi F vi �:. Notary Signature ,r 7 ep , Title ''' r Residing at: taut Eicpires: iii iinnuttiO Notary;Signatute My Appointment Page 4 of 4 , 2007 ifes: Easement for Access & Utilities. Initials: Grantor Grantee Title Residing at-.. -` • rn TALAT BOTROS SHORT PLAT L06-032 E ASEMENTS .... N • • C.1 s Jo— LA- 1•••■• ■1‘..rr••-•• • • EXHIBIT • .• • „ . . PRIVATE ROAD.; REC. No 299 :• ."• 15 PRIVATE ACCESS':: ESM'T. FOR LOT 2 ■•••■■•• HANSEN SURVEYING LAND SURVEYORS & CONSULTANTS 17420 116TH AVE. S.E., RENTON, WA 98058 TEL 425-235-8440 FAX 425-235-0266 „ 1 bi i Wt. 42.; .:: .. ,.. ...., , .... .-...,..... .31 1 43 ,, ....e .."-. 5' PRIVATE SIORM 1* I S iv ,. ..-.....____I :: .......' S ....: tt,:' -...• • . I I .. 8 ...'. ... 1 i 1 : LATEST REVISIOP1: 02/113/07 ••••.. •• PERMIT DESCRIPTION FEE Type A (Short-Term Nonprofit) $50 Type B (Short-Term Profit) $100 Type C (Disturbance of City Right -of -Way) $250 application base fee, plus four components based on construction value: 1) Plan Review 2) Construction Inspection 3) Pavement Mitigation 4) Grading Plan Review Type D (Long -Term) $100 Type E (Potential Disturbance of City Right -of -Way) $100 Type F (Blanket Permits) $250 processing fee, plus $5,000 cash deposit, withdraw $100 /instance for inspection 1 • City of Tukwila Washington Resolution No. / r) 7 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, ADOPTING A NEW PUBLIC WORKS FEE SCHEDULE. WHEREAS, each year the City analyzes the rate model for the three utility enterprise funds — water, sewer and surface water; updates the traffic model; and analyzes the transportation network to ensure continued compliance with the Growth Management Act and the City's adopted Comprehensive Plan; and WHEREAS, the City is authorized to impose fees that are similar to charges for services rendered; and WHEREAS, the Growth Management Act requires that the City adopt and enforce ordinances "which prohibit development approval if the development causes the level of service on a locally -owned transportation facility to decline below the standards adopted in the Transportation Element of the Comprehensive Plan, unless transportation improvements or strategies to accommodate the impacts of development are made concurrent with the development." (RCW 36.70A.070(6)(b); and WHEREAS, the City uses the traffic model updates to issue Certificates of Concurrency for new development, in lieu of requiring independent traffic impact analysis reports; and WHEREAS, the City desires to annually update its impact fees to reflect current project costs; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, HEREBY RESOLVES AS FOLLOWS: Section 1. Public Works fees will be charged according to the following schedule, which shall supercede any previously adopted Public Works Fee Schedule: PUBLIC WORKS FEE SCHEDULE C:1Documents and SettingsWl UsersOesktop U:dIy1MSDATAVtaolutions1PW Fee Schedule.doc P...Y 1 nF1 (') • C:1Documents and Settings\All Usersl Daktop1 Ketly1MSDATA1Resolutim,dvw c.. c �.�..�.. . • PUBLIC WORKS FEE SCHEDULE (Continued) PERMIT DESCRIPTION Additional Inspections Franchise - Telecommunications Franchise - Cable Street Vacation Latecomer's Agreements Flood Zone Control Water Meter Installation .75" 1" 1.5" 2" 3" 4 " 6" Water Meter Deduct Copy of City of Tukwila's Infrastructure Design and Construction Standards Residential Sewer Service (single dwelling unit) Residential Sewer Service (multiple dwelling unit, permanent type) Commercial and Industrial Sewage Service Sewer Late Charge Surface Water Utility Rates Per Year Category: 1. Natural 2. 0-20% Developed Surface 3. 21 -50% Developed Surface 4. 51 -70% Developed Surface 5. 71 -85% Developed Surface 6. 86 -100% Developed Surface 7. Single- Family Residential Parcels UNIT Between 1 and 3 Between 4 and 5 Between 6 and 10 Between 11 and 15 Between 16 and 20 Between 21 and 25 Between 26 and 30 Between 31 and 40 Between 41 and 60 Greater than 60 FEE $47 per inspection $5,000 administrative fee $5,000 plus 5% of total revenue $1,200 $500 processing fee, plus 17% administrative fee, plus $500 segregation fee $50 $600 $1,100 $2,400 $2,800 $4,400 $7,800 $12,500 $25 $50 Flat rate of $8.80 per month (TMC 14.16.030, No. 1) Flat rate of $8.80 per month for each dwelling unit (TMC 14.16.030, No. 2) Flat rate of $15.40 per month and, in addition, any usage over 750 cubic feet of water per month shall be at the rate of $15.40 per 750 cubic feet (TMC 14.16.030, No. 4) $5 per month on sewer accounts more than 30 days in arrears (TMC 14.16.030, No. 5) Service Charge Per Acre $77.00 $167.30 $306.70 $457.70 $551.30 $643.20 $62.00 per parcel Service Charge Per 4,356 Square Feet $7.70 $16.73 $30.67 $45.77 $55.13 $64.32 N/A TRANSPORTATION CONCURRENCY TEST FEE SCHEDULE FEES FOR RESIDENTIAL USE ALL TYPES OF RESIDENTIALI $300 r_ $600 $1,200 $2,000 $3,500 $5,000 $6,500 $8,000 $10, $12,000 1 A11 residential uses defined by the ITE Trip Generation Manual Land Use Codes 200 -299, including single family, multi- family, mobile home parks, and shared housing Approx. Remaining Years Pavement Mitigation Fee 0 -1 $0.00 1 -2 (10 %) $1.00 2 -5 (25 %) $2.50 5 -7 (33 %) $3.30 7 -10 (50 %) $5.00 10-15 (75 %) $7.50 15 -20 (100 %) $10.00 PUBLIC WORKS BULLETIN A3 PAVEMENT MITIGATION AND TRANSPORTATION IMPACT FEES CITY OF TUKWILA Public Works Department 206 -433 -0179 This Bulletin summarizes pavement mitigation fees and transportation impact fees applicable to private development projects within the city. PAVEMENT MITIGATION FEE The City does not allow pavement cuts in pavement that is three years old or newer (TMC 11.04 Recently Improved Street), except by written approval from the Public Works Director. Public Works charges a pavement mitigation fee whenever pavement in the right -of -way is disturbed. The pavement mitigation fee compensates the City for reduced life span due to disturbance of roadway surfaces. The fee is based on the total square footage of impacted pavement and on the remaining life of the existing pavement. The mitigation fee, based on cut limits shown on the permit plan set, is paid when the permit is issued. To estimate the cut area, add two feet to all sides of the expected cut limits before calculating the area. This fee may be adjusted, based on the Inspector's measurement of the actual cut limits. Use the following table to estimate the pavement mitigation fee. TRANSPORTATION IMPACT FEE Consistent with the Comprehensive Plan, the Six-year Transportation Plan and the Capital Improvement Plan, the transportation impact fee helps ensure that new development bears its proportionate fair share of transportation facilities necessitated by the new development. The fee applies to any construction, reconstruction, conversion, structural alteration, relocation or enlargement of any structure that requires a building permit and generates any new PM peak hour trips . The transportation impact fee is charged to each development according to an impact fee schedule based on defined zones. The fees are assessed as part of the building permit and are due and payable when the permit is issued. (TMC 9.48 and Ordinance 2111) This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Approved 12.31.2005 1 Land Uses Unit of Measure Zone 1 Zone 2 Zone 3 Zone 4 Cost per Trip All Other Uses $1,736.80 $1,357.77 $1,061.20 $819.38 Residential Single Family dwelling $1,659.35 $1,297.22 $1,013.88 $782.84 Multi Family dwelling $712.09 $556.69 $435.09 $335.95 Retirement Community dwelling $722.89 $565.13 $441.69 $341.04 Nursing Home /Convalescent Center bed $289.15 $226.05 $176.68 $136.42 Assisted Living dwelling $289.15 $226.05 $176.68 $136.42 Commercial - Services Drive -in Bank sq ft/GFA $23.14 $18.09 $14.14 $10.92 Walk -in Bank sq ft/GFA $18.67 $14.60 $11.41 $8.81 Day Care Center sq ft/GFA $9.28 $7.25 $5.67 $4.38 Library sq ft/GFA $4.24 $3.32 $2.59 $2.00 Post Office sq ft/GFA $6.46 $5.05 $3.95 $3.05 Hotel /Motel room $1,107.80 $866.04 $676.87 $522.63 Service Station VFP $3,203.13 $2,504.10 $1,957.14 $1,511.17 Service Station /Minimart VFP $3,203.13 $2,504.10 $1,957.14 $1,511.17 Service Station /Minimart/Car Wash VFP $3,203.13 $2,504.10 $1,957.14 $1,511.17 Carwash (Self -Serve) Stall $2,826.58 $2,209.72 $1,727.06 $1,333.51 Movie Theater screen $64.24 $50.22 $39.25 $30.31 Health Club sq ft/GFA $4.42 $3.46 $2.70 $2.09 Racquet Club sq ft/GFA $1.99 $1.56 $1.22 $0.94 Marina Berth $247.38 $193.39 $151.15 $116.71 Commercial - Institutional Elementary School /Jr. High School student $195.27 $152.66 $119.31 $92.13 High School student $131.43 $102.75 $80.31 $62.01 University /College student $267.56 $209.17 $163.48 $126.23 Church sq ft/GFA $1.15 $0.90 $0.70 $0.54 Hospital sq ft/GFA $2.22 $1.73 $1.35 $1.05 Commercial - Restaurant Restaurant sq ft/GFA $9.56 $7.48 $5.84 $4.51 Fast Food Restaurant w/o drive thru sq ft/GFA $12.27 $9.60 $7.50 $5.79 Fast Food Restaurant w drive /thru sq ft/GFA $16.26 $12.71 $9.94 $7.67 Industrial Light Industry/High Technology sq ft/GFA $2.06 $1.61 $1.26 $0.97 Industrial Park sq ft/GFA $2.06 $1.61 $1.26 $0.97 Warehousing /Storage sq ft/GFA $1.15 $0.90 $0.70 $0.54 Mini Warehouse sq ft/GFA $0.50 $0.39 $0.31 $0.24 Attachment A Traffic Impact Fee Schedule 2007 GLA= Gross Leasible Area GFA= Gross Floor Area VFP= Vehicle Fueling Positions (Maximum number of vehicles that can be fueled simultaneously) 2 Land Uses Unit of Measure Zone 1 Zone 2 Zone 3 Zone 4 Cost per Trip All Other Uses $1,736.80 $1,357.77 $1,061.201 $819.38 Commercial - Retail Shopping Center up to 9,999 sq ft sq ft/GLA $4.18 $3.27 $2.55 $1.97 10,000 sq ft- 49,999 sq ft sq ft/GLA $3.51 $2.75 $2.15 $1.66 50,000 sq ft- 99,999 sq ft sq ft/GLA $3.03 $2.37 $1.85 $1.43 100,000 sq ft- 199,999 sq ft sq ft/GLA $2.61 $2.04 $1.59 $1.23 200,000 sq ft- 299,999 sq ft sq ft/GLA $2.38 $1.86 $1.45 $1.12 300,000 sq ft- 399,999 sq ft sq ft/GLA $2.82 $2.21 $1.72 $1.33 over 400,000 sq ft sq ft/GLA $3.17 $2.48 $1.94 $1.49 Miscellaneous Retail Sales sq ft/GFA $3.17 $2.48 $1.94 $1.49 Supermarket sq ft/GFA $7.73 $6.04 $4.72 $3.64 Convenience Market sq ft/GFA $14.39 $11.25 $8.79 $6.79 Nursery/Garden Center sq ft/GFA $2.62 $2.05 $1.60 $1.24 Furniture Store sq ft/GFA $0.22 $0.17 $0.13 $0.10 Car Sales - New /Used sq ft/GFA $4.56 $3.57 $2.79 $2.15 Auto Care Center sq ft/GLA $2.62 $2.05 $1.60 $1.24 Quick Lubrication Vehicle Shop Service Bay $2,899.10 $2,266.42 $1,771.37 $1,367.73 Auto Parts Sales sq ft/GFA $3.34 $2.61 $2.04 $1.58 Pharmacy (with Drive Through) sq ft/GFA $3.44 $2.69 $2.10 $1.62 Pharmacy (no Drive Through) sq ft/GFA $3.36 $2.63 $2.05 $1.58 Free Standing Discount Store sq ft/GFA $3.13 $2.44 $1.91 $1.47 Hardware /Paint Store sq ft/GFA $2.66 $2.08 $1.62 $1.25 Discount Club sq ft/GFA $3.13 $2.44 $1.91 $1.47 Video Rental sq ft/GFA $4.88 $3.82 $2.98 $2.30 Home Improvement Superstore sq ft/GFA $1.33 $1.04 $0.81 $0.63 Tire Store Service Bay $1,938.32 $1,515.31 $1,184.33 $914.45 Electronics Superstore sq ft/GFA $3.11 $2.43 $1.90 $1.46 Commercial - Office Administrative Office up to 9,999 sq ft sq ft/GFA $8.10 $6.33 $4.95 $3.82 10,000 sq ft- 49,999 sq ft sq ft/GFA $8.10 $6.33 $4.95 $3.82 50,000 sq ft- 99,999 sq ft sq ft/GFA $4.70 $3.67 $2.87 $2.22 100,000 sq ft- 199,999 sq ft sq ft/GFA $3.56 $2.78 $2.17 $1.68 200,000 sq ft- 299,999 sq ft sq ft/GFA $3.10 $2.43 $1.90 $1.46 over 300,000 sq ft sq ft/GFA $2.91 $2.27 $1.78 $1.37 Medical Office /Clinic sq ft/GFA $6.29 $4.91 $3.84 $2.97 Attachment A Traffic Impact Fee Schedule 2007 3 GLA= Gross Leasible Area GFA= Gross Floor Area VFP= Vehicle Fueling Positions (Maximum number of vehicles that can be fueled simultaneously) Project: 6 / /iemb"c Shdrl P /G. / Address: /6./3a 4 Ave S Date transmitted 214 /j, y Response requested by: 2/z 3 /0, Planner: j; 1 4,1, .Q_ _ Date response received: City of Tukwila Department of Community Development Land Use Routing form for Revisions TO: Building ❑ Fire Dept. ❑ Police Dept [Parks/Rec ❑ Public Works: (please list the name) l c h urc.. [ tom mi., -/ Ce Fsi - 4 - -- is. e. • • O COMMENTS FILE NUMBER Lo - 1 - 03 ❑ DRC review requested ❑ Plan submittal requested ❑ Plan approved Plan check date: 9 Comments prepared by: 're rl h;/r 1 etr7TI l , ' , Cg/ v is 61.04cheid if e uroy i i / 4 She 7 Wry( YTv -e 0-A4 A/ r ,1GQ2Ge_ __ tc oy__ . pal/WeS , / t , U kl . L6k 3 c.=< i leo�. _ c A -is a m.kckc FAV, Response requested by: 2/Z ` ZS�t' (( Cam ` \ � , CSG. „, ‘JN\ Y,.,. q \" .s1E ct,,t' ' Date response received: Sit a►c,\P.,- o_c 0.vt .0. . v tL A ; .w ka 6c- ccsAec '6,L ire Project: S' j,„ , r,. _ c I t ,. /4 Address: fl 33 or! 4eS Date transmitted z fq /D 9 Response requested by: 2/Z o J Planner: J irn f Date response received: FILE NUMBER L0 City of Tukwila Department of Community Development Land Use Routing form for Revisions TO: ❑ Building Fire Dept. ❑ Police Dept ❑Parks /Rec ❑ Public Works: (please list the name) - ❑ DRC review requested ❑ Plan submittal requested 1FR Plan approved Plan check date: 7V % COMMENTS Comments prepared by: Ks ( Project: Sfzu0Cey,l Ham kic S hoY P[& f= Address: /6,P 33 53' Av.e -S Date transmitted jig 1 Response requested by: 2 9 2/2:3/0 Planner: _; Date response receive City of Tukwila Department of Community Development Land Use Routing form for Revisions TO: ❑ Building ❑ Fire Dept. ❑ Police Dept fParks/Rec. ,.Public Works: (please list the name) .22Glril. <...1F. N O I_ethoicc./ Cerwinta4 (.P.n _ IS _ ".i/.rG�P�. C et/Ory frig IODLS iv2, L v i! f mite -r�,r S' ricdweS. r / � - /N/q -/. SF- iei2 (PLAT /vtter5 PuBLI G 4 AK- 6 2 1 ) 1 1 2 i tylfN'rS DM_ 2.f /3 /B 9 ❑ DRC review requested ❑ Plan submittal requested ❑ Plan approved Plan check date: •ECEVED FEB 0 9 Z009 TUKWILA PUBLIC WORKS COMMENTS FILE NUMBER LC Comments prepared by: Project: 6 Anky /N~0iki c lrar--1-7)1 Address: / Co $a 3 53 c Ive 6 5/ l0 2 5 170` 5fi'-ee—t Date transmitted: c i/2 b /Zaa 7 Response requested by 1 D / t 0 / •erti7 Date response received: Staff Staff ..„... Re viS coordinator: City of Tukwila Department of Community Development File Number L 7-03q LAND USE PERMIT ROUTING FORM aY� McPh, TO ❑ Building ❑ Planning g Public Works ❑ Fire Dept. ❑ Police Dept. ❑ Parks /Rec A lip II u S iv bh, Jct' Cbitwrrlin cy itiapAckhern mice [ee. C cvr* i r Ae lr'/G71 a» WITS ddl'am L. wric qv mule - u () 1 y. I, c.J COMMENTS l'24.1-144,,rn ` sPi ottr PLAT' fp ❑ DRC review requested Pvgci C. UaoRK.c RE-tat/Wm ENT5 -` LA. /4TrA cli Coalorr,EArs's •) CYdrn ❑ Plan submittal requested SL' 2 / Z007 TUKWILA PUBLIC WORKS Plan approved Plan check date: Comments prepared by: 03/14/94 ■ MEMORANDUM www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Jaimie Reavis, Assistant Planner FROM: PUBLIC WORKS DEPT. — David McPher Dev elopment Engineer DATE: October 1, 2007 SUBJECT: Stanley /Hankic - 4 Lot Short Plat 16833 — 53 Ave. South Short Plat Comments Short Plat — L07 -039 Preliminary Short Plat meets Public Works requirements. Prior to Final Short Plat, the following comments need to be addressed for Public Works. 1. Verify if proposed Lot 4 benefits from the Private Sanitary Side Sewer Easement. See redlined easement enclosed. 2. Grantor's legal description (as part of the Private Sanitary Side Sewer Easement), describes Parcel `B' only and not all of Tax Parcel 812520 -0480. Revise as applicable. See redlined easement enclosed. 3. Verify if proposed Lot 4 benefits from the Private Ingress /Egress & Utility Easement. See redlined easement enclosed. 4. The Owner / Applicant shall apply for a Public Works (PW) type `C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. 5. All work under the Public Works permit shall be completed; for final inspection and acceptance, by the Public Works Department. Project: J ltd. / 1-/g jk./c .Sw-/ P41 Address: / 4 S 53 /41 S, S /(aZ 5 /70' 6 Date transmitted: 7// 11 `2-OU 7 Response requested by: '7 / 2 5 / Zap> 7 Staff coordinator: Je /i1f,t' iec Date response received: 0 City of Tukwila Department of Community Development File Number L-o7 o31 LAND USE PERMIT ROUTING FORM TO: SZ Building 5 Planning Public Works Fire Dept. ' ! Police Dept. !=� Parks /Rec REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact . being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: ( PRA P ,i-r D o4s n) dr 44 -r pvet u c woos' REQu . 5 b4'rrA C-14 6,1s Cohn 5/22 /o7 RECEIVED JUL 10 mu TUKWILA PUBLIC WUHKS Comments prepared by: Update date: DATE: August 22, 2007 • • MEMORANDUM www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Jaimie Reavis, Assistant Planner OMNI FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer SUBJECT: Stanley/Hankic - 4 Lot Short Plat 16833 — 53 Ave. South Short Plat, and Miscellaneous Comments Short Plat — L07 -039 Preliminary Short Plat does not meet Public Works requirements. Prior to Preliminary Short Plat, the following comments need to be addressed for Public Works. 1. Provide draft copy of Private Sanitary Side Sewer Easement (across Lot 1). See sample easement enclosed. 2. Provide draft copy of Private Ingress/Egress & Utility Easement. See sample easement enclosed. 3. Owner to provide a completed Traffic Concurrency Certificate Application — see enclosed. Short Plat Survey Site Plan 1. Revise sheets 1 & 2 of Short Plat Survey Site Plan, per redlined comments — enclosed and using the City of Tukwila format. Miscellaneous Comments 1. Transportation Impact Fee applies to the future Building Permit(s). 2. Transportation Concurrency Test Fee applies to the future Building Permit(s). 3. Pavement Mitigation fee applies to the future Building Permit(s). 4. Public Works permit fee applies to the future Building Permit(s). Project: , 6 Lc? y / / t /ikJ c , Shy- / P i Address: /f 3 3` '' S, _5 i 62 3 /76 5-f Date transmitted: 7�, C /2 -07 7 Response requested by: _ .�.�' 7 �2 /2 cos 7 Staff coordinator: Jeir iylrt NeCL / S Date response received: TO: SZ Building City of TUKw la Department of Community Development File Number O i LAND USE PERMIT ROUTING FORM Planning Public Works Fire Dept. __! Police Dept. G Parks /Rec REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: Comments 0_ prepared by: Update date: Project: Jam / H k% �Shm -/ P( Address: ` c /� 8 03 53 r4° /41 S 5/62 5 / 70 i Si Date transmitted: 1 1/ 0 /2-07)7 Response requested by: //ZS/201)7 Staff coordinator: 3 //file N,a ,/ S Date response received: • City of Tukwila Department of Community Development • File Number LAND USE PERMIT ROUTING FORM TO:! Building '?Planning N Public Works g Fire Dept. ;r i Police Dept. ! Parks /Rec REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Pre Wan' (4ZY1 ��f In P /amh /ni r=° v Ir e47Le 1X Plan check date: Comments prepared by: Update date: Project: s ftml.e y Heinkic 5hp-f P(' i Address: /(S � 5 3 r7 Ave 5, :5 /6 2 5 / 70 t :S Date transmitted: 7�/ 4 /Zaz 7 Response requested by: 7 /2 5 /20D 7 Staff coordinator: Jail*? Rea ViS Date response received: Plan check date: -�� 2s1(5 City of Tunila Department of Community Development • File Number Lo y -o3 LAND USE PERMIT ROUTING FORM TO: S! Building !� Planning N. Public Works g Fire Dept. Police Dept. i`_' Parks /Rec REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Comments prepared by Update date: [ McPherson,- Re: Billing sanitary sew From: Richard Takechi To: David McPherson Date: 09/13/2007 11:41 am Subject: Re: Billing sanitary sewer No on both addresses. I did call Valley View and they are billing both properties and they are hooked -up. »> David McPherson 09/13/2007 10:59 am »> Richard, Please let me know if the City is billing for sanitary sewer @ 16833 - 53rd Ave. South (Tax Parcel No. 812520 -0480) and /or @ 5162 S. 170th Street (Tax Parcel No. 812520- 0483). Thank you. Dave July 11, 2007 Han Phan, PE 650 S. Orcas St., Suite 214 Seattle, WA 98108 • Cizy of T Department of Community Development Steve Lancaster, Director Subject: Stanley / Hankie Short Plat L07 -039 Dear Han: NOTICE OF COMPLETE APPLICATION Steven M. Mullet, Mayor Your application for a two lot short plat is considered complete on July 10, 2007 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. I will be contacting you soon to discuss this project. If you wish to speak to me sooner, feel free to call me at (206) 431 -3659. Sincerely, Jaimie Reavis Assistant Planner cc. L07 -039 H:\Short Plats\Stanley- Hankic Short Plat Completeness Letter.DOC Page 1 07/10/2007 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Land Development & Civil Engineering Consultants TECHNICAL INFORMATION REPORT Prepared For: David Stanley 4207 S. 168th Street SeaTac, WA 98188 Prepared By: Anna Nguyen, P.E. The Concept Group 650 South Orcas Street, Suite #214 Seattle, Washington 98108 T 206.658.0125 • F 206.658.0127 info @theconceptgrp.com www.theconceptgrp.com May 2007 EXPIRES 9/13/07 A NEW DIMENSION OF DESIGN PERCEPTION. ACRONYM TERMINOLOGY I SECTION 1: PROJECT OVERVIEW 1 SITE INFORMATION 1 DRAINAGE BASIN 1 SOILS INFORMATION 1 SECTION 2: CONDITIONS AND REQUIREMENTS 2 EXISTING CONDITION 2 DEVELOPED CONDITION 2 DESIGN REQUIREMENTS 2 SECTION 3: LEVEL 1 OFFSITE ANALYSIS 2 UPSTREAM ANALYSIS 2 DOWNSTREAM ANALYSIS 3 DISCHARGE AT NATURAL (EXISTING) LOCATION 3 SECTION 4: INFILTRATION & WATER QUALITY 3 EXISTING SITE HYDROLOGY 3 DEVELOPED SITE HYDROLOGY 4 INFILTRATION FACILITY 4 WATER QUALITY 5 SECTION 5: CONVEYANCE SYSTEM 6 ON -SITE CONVEYANCE SYSTEM 6 100 -YEAR FLOOD /OVERFLOW CONDITION 6 SECTION 6: EROSION CONTROL 6 CONSTRUCTION SEQUENCE AND PROCEDURE 6 TRAPPING SEDIMENT 7 SECTION 7: OPERATIONS AND MAINTENANCE 7 APPENDICES Appendix A: Site Photos Appendix B: Soi ls Survey Appendix C: Proposed Drainage Plan Appendix D: Infiltration Calculations Appendix E: Conveyance Calculations Appendix F: Erosion Control Plans Appendix G: Maintenance Procedures TABLE OF CONTENTS ,, Inch cf Cubic Feet cfs Cubic Feet per Second CMP Corrugated Metal Pipe DI Ductile Iron HDPE High Density Polyvinyl Ethane KCSWM King County Surface Water Manual PGIS Pollution Generating Impervious Surface PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe SCS Soils Service Conservation Sq Ft Square foot Stanley /Hankic Short Plat - Technical Information Report June 2007 ACRONYM TERMINOLOGY The Concept Group Page I Stanley /Hankic Short Plat - Technical Information Report June 2007 SECTION 1: PROJECT OVERVIEW The property is located at 5162 - South 170th Street & 16833 — 53rd Avenue South in the City of Tukwila, Washington. There is currently one single family residence on each of the lots. The project proposes to short plat the two existing parcels into four (4) single family residential Tots. Proposed improvements include the demolishing of one of the existing house, construction of 3 new single family homes, a shared access driveway, associated utilities and stormwater management facilities. Site Information Refer to Appendix A for the Vicinity Map and site photos of this project. Location: 5162 - South 170th Street & 16833 — 53rd Avenue South Section/Township /Range: NW Ya SW ''A Sec. 26, T.23N, R.4E of W.M. Size: 20,623 sq ft (approximately 0.47 acre) City, County, State: Tukwila, King County, Washington Governing Agency: City of Tukwila Design Criteria: 1998 King County Surface Water Manual Drainage Basin The entire property drains to one basin with a contributing area of 0.47 acres. The general topography of the site slopes from west to east. Elevations on the site vary from a high point of 258 feet at the western property line to 242 feet at the eastern property line, with grades varying from 3.0% to 9.0 %. Soils Information Soils Survey The Soil Survey prepared by the United States Department of Agriculture Natural Resource Conservation Service, indicates the soil type within the project as AmC, SCS Hydrologic Soil Group C. This Alderwood soil series contains moderately well drained soils consisting predominately of Arents and Alderwood material with slopes between six (6) to fifteen (15) percent. Runoff and erosion hazards from this soil type is medium. This series of soil is suitable for urban development. The KCRTS equivalent soils group, as defined in Table 3.2.2.B of the 1998 King County Surface Water Manual (KCSWM), is Till. Refer to Appendix A for the Soils Survey Map. The Concept Group Page 1 Table 1 - Jurisdictional Requirements Peak Run -off Control: N/A - 100 of stormwater infiltrated to native soils Conveyance: 25 -year storm event • Downstream Analysis: N/A - infiltration site Upstream drainage contributing to the project is minimal due to the infiltration characteristics of the soils. The Concept Group Page 2 Stanley /Hankic Short Plat - Technical Information Report June 2007 Stormwater from upstream properties sheet flows to the conveyance system along South 170 then continues to flow east in a 12" concrete pipe before connecting into the 15" concrete pipe along 53' Avenue and heading south. Downstream Analysis Infiltration trenches are proposed for this site. A downstream analysis is not required for infiltration sites; however, the existing stormwater system is described below for overflow conditions. Stormwater runoff currently sheet flows in an easterly direction into the catch basins located along 53 Avenue South. The stormwater is conveyed in a 15" concrete pipe where it flows south. The 15" pipe combines with an 18" concrete pipe from the south before discharging to an 18" x 30" CMP arch culvert that feeds into the 1 -5 drainage system. Based on site topography, it appears that if overflow conditions occur at the project location, stormwater will sheet flow to the east of 53' Avenue South and discharge down a steep, heavily wooded embankment before reaching the Interstate 5 drainage ditches. There does not appear to be any surface erosion that exists due to stormwater runoff 'A mile downstream from the site. Discharge at Natural (Existing) Location Stormwater presently infiltrations to native soils. During heavy rainfall events, stormwater may sheet flow to the public storm system located on 53' Avenue South prior to discharging to the 1 -5 drainage system as described in the Downstream Analysis section above. SECTION 4: INFILTRATION & WATER QUALITY Existing Site Hydrology There is currently one single family residence on each of the lots. The project proposes to short plat the two existing parcels into four (4) single family residential Tots. The site grades generally from west to east. Stormwater runoff presently infiltrations to native soils. During heavy rainfall events, stormwater sheet flows in an easterly direction and discharges into the conveyance system of catch basins and storm pipes located along 53' Avenue South prior to discharging to the 1 -5 drainage system. The soil survey indicates the soil type within the project as AmC, SCS Hydrologic Soil Group C. The KCRTS equivalent soils group, as defined in Table 3.2.2.B of the 1998 KCSWM, is Till. Table 2 summaries the existing conditions of the project. The Concept Group Page 3 Table 2 - Existing Conditions Areas (acres) Till Grass Impervious Lot 1 0.10 0.05 Lot 2 0.10 0.05 Lot 3 0.14 0.00 Driveway 0.00 0.03 Total 0.34 0.13 Table 3 - Developed Conditions Areas (acres) Till Grass Impervious Lot 1 0.10 0.05 Lot 2 0.10 0.05 Lot 3 0.09 0.05 Driveway 0.00 0.03 Total 0.29 0.18 Stanley /Hankic Short Plat - Technical Information Report June 2007 Developed Site Hydrology The project proposes to short plat the existing two parcel property into four (4) single - family residential lots. Each residential lot will consist of approximately 2,200 sq ft of new impervious surface with the remainder of the property consisting of landscape and lawns. On -site stormwater runoff will be collected through an underground system consisting of pipes, yard drains and catch basins. Stormwater from each of the lots will then discharge to its own respective infiltration trench. Stormwater from the.driveway for lot #3 will discharge to its own infiltration trench that connects into the City storm system for overflow conditions. Refer to Appendix B for the proposed drainage design. Table 3 summaries the developed conditions of the project. Infiltration Facility Soils Infiltration Test A Falling Head Percolation Test, as defined in the City of Tukwila Public Works Department's Development Guidelines and Design Construction Standards, was performed on this property. The test pits were dug on Sunday morning, May 20, 2007. The weather was in the mid 50's degrees Fahrenheit and overcast. After the test pits were dug, the soils were saturated with rainfall. According to The Weather Channel website, total rainfall on the Sunday after the test pits were dug was 1.41 inches and 0.52 inches on Monday, May 21, 2007. The percolation test was performed on Tuesday, May 22, 2007. See Appendix B for documented weather conditions preceding the percolation test date. The Concept Group Page 4 Table 4 — Percolation Test Results Infiltration Trench Volumes Water Level Drop (inches per 30 minute interval) Percolation Rate (inch /hour) Test hole #1 4.00 4.00 4.25 Lot 2 Test hole #2 3.50 3.75 3.75 7.50 Test hole #3 3.50 4.25 3.50 Stanley /Hankic Short Plat - Technical Information Report June 2007 Three test pits in the vicinity of each of the infiltration trenches were observed for this site. The diameter of each of the test holes were approximately 6 inches and bored to the proposed depth of the infiltration trenches at a distance of 3.0 feet deep. Each test pit was then filled with gravel. The large rain events prior to testing along with the site's well draining sandy soils did not require soaking prior to performing the test. The percolation rate was calculated for each test hole by dividing the time internal used between measurements by the magnitude of the last water level drop. The most conservation water level drop was 3.5 inches over a period of 30 minutes. Refer to Table 4 for the percolation test results and Appendix D for the design infiltration rate calculations. Infiltration Trench Design Based on the KCRTS analysis of the site with a design infiltration rate of 9.0 minutes /inch, the required infiltration structure for each individual basin is shown in Table 5 below. Refer to Appendix D for detailed infiltration design data. Water Quality This project is exempt from Water Quality requirements as defined by Core Requirement #8 based on the surface area exemption because then than 5,000 SF of pollution generating impervious surface (PGIS). PGIS is defined as "an impervious surface considered to be a significant source of pollutants in surface and storm water runoff. Such surfaces include those subject to vehicular use or storage of erodible or leachable materials, wastes, or chemicals, and which receive direct rainfall or the run-on or blow -in of rainfall." Non -metal rooftops are not considered PGIS; therefore, are not included in the PGIS area calculations. The Concept Group Page 5 Stanley /Hankic Short Plat - Technical Information Report June 2007 SECTION 5: CONVEYANCE SYSTEM On -site Conveyance System Stormwater from impervious surfaces will sheet flow to the either yard drains or the catch basin and routed directly to the infiltration systems. Stormwater from pervious surfaces will continue to infiltration directly to the native soils. There is no conveyance system designed for this project. 100 -Year Flood /Overflow Condition During overflow conditions for the roof infiltration trench systems, stormwater will bypass the trenches and discharge to the ground surface via the overflow pipe outlet. Storwater will sheet flow from the property directly to the public storm system along 53` Avenue South and South 170` Street. The Lot #3 driveway has been designed with an overflow 8" concrete pipe. The 68 LF of 8" concrete pipe sloped at 0.62% has a capacity of 1.1 cfs. The 100 -year peak flow for this basin is 0.014 cfs. Refer to Appendix E for overflow conveyance capacity calculations. SECTION 6: EROSION CONTROL All erosion and sediment control measures shall be governed by the requirements of the City of Tukwila. An Erosion and Sedimentation Control plan has been prepared to assist the contractor in complying with these requirements and will be designed to prevent sediment -laden run -off from leaving the site during construction. The erosion potential of the site is influenced by four major factors: soil characteristics, vegetative cover, topography, and climate. Erosion/ sedimentation control is achieved by a combination of structural measures, cover measures, and construction practices that are tailored to fit the specific site. Refer to Appendix F for the Erosion Control Plans. Construction Sequence and Procedure Prior to the start of any grading activity upon the site, all erosion control measures, including installation of a stabilized construction entrance, shall be installed in accordance with the construction documents. The best construction practice will be employed to properly clear and grade the site and to schedule construction activities. The planned construction sequence for the construction of the site is as follows: 1. Flag and stake clearing limits. 2. Install erosion control features (silt fence, etc.) 3. Field locate all utilities. 4. Clear and grub site. The Concept Group Page 6 Stanley /Hankic Short Plat - Technical Information Report June 2007 5. Grade the site. 6. Install infiltration trenches, sanitary sewers, storm, water, and other site utilities; provide catch basin inlet protection at the new inlet locations. 7. Construct building structures. 8. Remove temporary erosion control facility upon stabilization of entire project site, as approved by the City of Tukwila. Trapping Sediment Structural control measures will be used to reduce erosion and retain sediment on the construction site. The control measures will be selected to fit specific site and seasonal conditions. The following structural items will be used to control erosion and sedimentation processes: • Temporary gravel construction entrance • Filter fabric fences (Silt fences) • Ground cover measures such as straw cover and /or hydroseeding • Inlet protection Vehicle tracking of mud off -site shall be avoided. Installation of a gravel construction entrance will be installed at a location to enter the site. The entrances are a minimum requirement and may be supplemented if tracking of mud onto public streets becomes excessive. SECTION 7: OPERATIONS AND MAINTENANCE The owner or operator of the project shall be responsible for maintaining the stormwater facilities in accordance with the requirements as attached in Appendix G. Proper maintenance is important for adequate functioning of the stormwater facilities. If it is unclear whether a problem exists, contact a Professional Engineer. The Concept Group Page 7 Stanley /Hankic Short Plat - Technical Information Report June 2007 Appendix A Figures & Site Photos The Concept Group Appendices S. 160TH ST. S. 173TH ST. S. 175TH ST. S. S 176TH T. PROJECT SITE S. 182TH ST S. 164TH ST. S. 166TH ST. S. 168TH ST. S. 170TH ST. S. 172TH ST. S. 172ND PL. N TS VICINITY MAP SOUTHCENTER MALL STRANDER BLVD. MINKLER BLVD S. 180TH ST. CONCEPT Land Development and Civil Engineering Consultants 650 South Orcas Street, Suite 214 Seattle, WA 98108 T (206) 658-0125 F (206) 658-0127 www.THECONCEPTGRP.com STANLEY / HANKIC SHORT PLAT 16833 - 53RD AVE S. / 5162 S. 170TH ST. TUKWILA, WA 98188 NW1 /4 OF SW1 /4, SEC. 26- T23N -R4E, W.M. FIGURE 1 - VICINITY MAP N0. DATE BY REVISION DESCRIPTION S. 170TH STREET NW1 /4 OF SW1 /4, SEC. 26- T23N -R4E, W.M. 1 r i105 JOB NO. ISSUE DATE R07600 5 -31-07 DESIGNED BY H. H. PHAN DRAWN BY: H. H. PHAN CHECKED BY: A. T. NGUYEN PROJ. MNGR: H. H. PHAN PLAN EXPIRES 07/22/07 I utO m4; CONCEPT HORIZONTAL GRAPHIC SCALE 15 7.5 0 7.5 15 1 inch = 15 It. Land Development and CIA Engineering Consultants 650 South Orcas Street, Suite 214 Seattle, WA 98108 T (206) 856 -2388 F (206) 935 -2522 www.THECONCEPTGRP.com LEGEND PROPERTY LINE — — ROAD CENTERLINE EDGE OF PAVEMENT AT FACE OF CURB EDGE OF PAVEMENT SEWER LINE STORM LINE GAS UNE WATER LINE POWER LINE PHONE LINE ROCKERY FENCE LINE BUILDING LINE CONTOUR PROPERTY CORNER FOUND THIS SURVEY POWER POLE GUY ANCHOR STREET LIGHT POWER METER POWER TRANSFORMER VAULT - UNKNOWN PHONE MANHOLE GAS METER FIRE HYDRANT WATER VALVE WATER METER CATCH BASIN STORM MANHOLE SEWER MANHOLE HANDICAPPED RAMP STANLEY / HANKIC SHORT PLAT 16833 - 53RD AVE SOUTH / 5162 - S. 170TH STREET TUKWILA, WA 98188 EXISTING CONDITION REFERENCE SHEET NO EX1 SHEET 1 OF 1 SHEETS 1 O kri S89 ° 21'31 "E 80.03' LOT 3 (7.319 80. Fr.) S89 ° 21'31 "E 56.68' LOT 4 (7,962 80. FT.) S. 170TH STREET • NW1 /4 OF SW1 /4, SEC. 26— T23N —R4E, W.M. MODULAR BLOCK WALL (TYP) 22.0' ACCESS /UTILITY EASEMENT 80.03' 20.0' L 2 50 PLAN S89 °21'31 "E 119.85' LOT2 (5,652 SO. FT.) S89 'E 119.85' LOT (6,652 SO. FT.) 119.85' S89 ° 21'31 "E 199.88' • ` I 1 D r 0 V/ W 0 M CC M HORIZONTAL GRAPHIC SCALE 15 7.5 0 7.5 15 1 inch = 15 ft. NO. DATE BY I REVISION DESCRIPTION JOB NO. ISSUE DATE R07600 5 -31 -07 DESIGNED BY: H. H. PHAN DRAWN BY: H. H. PHAN CHECKED BY: PROJ. MNGR: A. T. NGUYEN H. H. PHAN 1 EXPIRES 07/22/07 1 EXPIRES 09/13/07 1 14.e_ CONCEPT Land Development and CM! Engineering Consultants 650 South Orcas Street, Suite 214 Seattle, WA 98108 T (206) 856 -2388 F (206) 935 -2522 www.THECONCEPTGRP.com LEGEND 10T&0`7040064 • PROPERTY LINE EASEMENT ROAD CENTERLINE PROPOSED ASPHALT ACCESS ROAD PROPOSED RESIDENCE (APPROX. LOCATION) PROPOSED CEMENT CONCRETE DRIVEWAY EDGE OF PAVEMENT AT FACE OF CURB EDGE OF PAVEMENT SEWER LINE STORM LINE GAS LINE WATER LINE POWER LINE PHONE LINE ROCKERY FENCE LINE BUILDING LINE CON TOUR A CORNER SET PROPERTY CORNER FOUND THIS SURVEY POWER POLE e GUY ANCHOR' STREET LIGHT POWER METER POWER TRANSFORMER VAULT — UNKNOWN PHONE MANHOLE GAS METER FIRE HYDRANT . WATER VALVE WATER METER ▪ CATCH BASIN STORM MANHOLE SEWER MANHOLE HANDICAPPED RAMP STANLEY / HANKIC SHORT PLAT 116833 - 53RD AVE SOUTH / 5162 - S. 170TH STREET TUKWILA, WA 98188 SITE PLAN REFERENCE SHEET NO 811 SHEET 1 OF 1 SHEETS Stanley/Hankic Short Pl,t - Tecxnica Information Report The Concept Group Front yard of existing house to be demolished to create Lot 1 and Lot 2. Back yard of existing house to be demolished to create Lot 1 and Lot 2. June 2007 Appendix A Stanley /Hankic Short Plat - Technical Information Report The Concept Group Back yard of existing house to be demolished to create Lot 1 and Lot 2. sit .1 a i 4 ro ..f :;ad" ri d`' - KF,!-IV.,:cftVitW'lifi, . .1 e r■i Kra Front year of existing house to remain on Lot 4. June 2007 Appendix A Stanley /Hankic Short Plat - Technical Information Report The Concept Group East side of yard of existing house to remain on Lot 4. View looking east on South 170`" in front of subject property. June 2007 Appendix A Stanley /Hankic Short Plat - Technical Information Report The Concept Group View looking north on 53rd Avenue South in front of subject property. June 2007 Appendix A Stanley /Hankic Short Plat - Technical Information Report June 2007 Appendix B Soils Information The Concept Group Appendices USDA Natural Resources Conservation Service SOIL SURVEY OF KING COUNTY AREA, WASHINGTON sioomm Meters 0 15 30 60 Stanley Short Plat - Soils Map Web Soil Survey 1.1 National Cooperative Soil Survey Feet 0 50 100 200 300 400 5/27/2007 Page 1 of 3 MAP LEGEND Soil Map Units o Cities • Detailed Counties Detailed States Interstate Highways Roads +—t-• Rails Water Hydrography Oceans A!AVAVAY Escarpment, bedrock Escarpment, non - bedrock Gulley Levee Slope v Blowout ® Borrow Pit • Clay Spot • Depression, dosed ▪ Eroded Spot X Gravel Pit Gravelly Spot • Gulley A Lava Flow • Landfill sl. Marsh or Swamp @ Miscellaneous Water Rock Outcrop + Saline Spot Sandy Spot l) Slide or Slip O Sinkhole • Sodic Spot ^s Spoil Area O Stony Spot VAVAVAV MAP INFORMATION Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http : / /websoilsurvey.nres.usda.gov Coordinate System: UTM Zone 10 Soil Survey Area: King County Area, Washington Spatial Version of Data: 1 Soil Map Compilation Scale: 1:24000 Map comprised of aerial images photographed on these dates: 7/10/1990 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident USDA Natural Resources Consenation Service (Al very oturry o pU p Perennial Water t Wet Spot SOIL SURVEY OF KING COUNTY AREA, WASHINGTON Stanley Short Plat - Soils Map Web Soil Survey 1.1 National Cooperative Soil Survey 5/27/2007 Page 2 of 3 Soil Survey of King County Area, Washington Stanley Short Plat - Soils Map King County Area, Washington Map Unit Symbol Map Unit Name AmC tilt gnc6ummary Acres in AO1 Percent of AOl Arents, Alderwood material, 6 18.7 93.1 to 15 percent slopes Ur Urban land 0.3 1.5 USDA Natural Resources Web Soil Survey 1.1 5'27 %2007 ri Conservation Service National Cooperative Soil Survey Page 3 of 3 Monthly Weather Forecast for Seattle, WA (981 8 - weather.com ITZe 1 of 5 The Weather Channel Welcome. Localweather Enter zip or US /Intl city Map's 1 Video 1 News 1 TV 1 Mobile/ Alerts Local weather in 1 -click i Put weather on my desktop Customize weather.com 1 Sign In Bringing weather to life Home In Season Plan Ahead My Neighborhood Travel Smart Stay Healthy Around the Home Get Out & Play Local Weather > MONTHLY WEATHER for Seattle, WA (98198) Yesterday Today NEW Radar Map U Hour -by -Hour Weekend 10 -Day Month Monthly Planner for Seattle, WA (98198) [ English! Metric ] Video: Memorial Day weekend forecast A Previous Month May Next Month ■ Sun Mon ' Tue Wed Thu Fri Sat 1 2 0 3 4 5 OBSERVED' OBSERVED OBSERVED. OBSERVED OBSERVED HI 58 °F Lo 43 °F Hi 57 °F Lo 42 °F Hi 56 °F Lo 41 °F Weather for your life See Weather Related to... • Hi 58 °F Lo 44 °F ars- Hi 56 °F Lo 42 °F ' Precip (in) Precip (in) .Precip (in) Precip (in) Precip (in) 0.14in. 0.43in. Oin. 0.07in. 0.02in. • 6 7 8 9 10 c 11 12 'OBSERVED1: OBSERVED •OBSERVED 'OBSERVED• OBSERVED OBSERVED' OBSERVED • Video: Save your pet from the heat Hi 59 °F • Hi 72 °F Hi 73 °F . Hi 63 °F Hi 68 °F . Hi 65 °F Hi 63 °F Lo 48 °F Lo 51 °F Lo 49 °F ' Lo 45 °F Lo 45 °F Lo 46 °F Lo 47 °F • Test your skills in our golf game Precip (in) ; Precip (in) "Precip (in) : Precip (in) Precip (in) • Precip (in) . Precip (in) Oin. Oin. Oin. Oin. Oin. Oin. Oin. • Tips for staying safe during severe weather 13 14 • 15 • 16 •• 17 18 19 • Mortgage Rates Fall Again! 5510,000 Mortgage for Under St,498/Mo! CNcatate Click Your State I Paymentl Alabama �I Click Your Rate MLB.com P.ILB.com Follow your favorite MLB team. F RE E V G " Game D f g or ca st Xr Wrath, Today in Seattle • Allergy outlook & pollen counts • Check local flea activity IR ®f httn_ / /www.weather.com/weather /monthlv /98198 ?from =text tonnav undeclared 5/27/2007 Monthly Weather Forecast for Seattle, WA (98198) - weather.com Page 2 of 5 OBSERVED 'OBSERVED OBSERVED OBSERVED OBSERVED OBSERVED• OBSERVED Hi 58 °F Hi 68 °F Hi 84 °F Hi 54 °F Hi 65 °F Hi 70 °F Hi 60 °F Lo 46 °F Lo 43 °F Lo 48 °F Lo 46 °F ' Lo 48 °F Lo 48 °F Lo 47 °F Precip (in) Precip (in) • Precip (in) Precip (in) Precip (in) Precip (in) Precip (in) 0.07in. Oin. • Oin. Oin. Oin. 0.12in. 0.04in. 20 • 21 • 22 OBSERVED. OBSERVED :OBSERVED : Hi 54 °F Hi 60 °F Hi 63 °F Lo 44 °F Lo 44 °F ' Lo 46 °F . Precip (in) Precip (in) Precip (in) • 1.41in. 0.52in. Oin. Today 28 ' FORECAST: Updated May 27 10:08 p.m. PT Details BSERVED OBSERVED OBSERVED' OBSERVED Video 23 4) ' 24 25 26 Hi 67 °F Hi - " Hi 68 °F c Hi 81 °F Hi 83 °F ' Hi 78 °F :Lo 46 °F : Lo 48 °F • Lo 55 °F Lo 54 °F ' Lo 54 °F Precip Precip • Precip Precip Precip 20% 10% 0% 10% • 10% Today's weather news brought to you by • Hi 72 °F Hi 74 °F Hi 67 °F Lo 47 °F Lo 50 °F Lo 51 °F Lo 51 °F Precip (in) Precip (in) Precip (in) Precip (in) Oin. Oin. Oin. Oin. 29 30 31 Text FREE Trial: Faster Radar. Maps & No Ads - Learn More Averages Desktop Get_your favorite baseball team's official logo,, scores, and highlights plus local weather & alerts instantly on your desktop for FREE. • Find the perfect summer vacation home Sign Up Today to Get FREE local weather always on your desktop! Chick !Pere for Free & Easy Install: what's this? Sponsored Listings Des Moines Hotels Reserve your Discount Des Moines Hotel Online. Maps & Photos. Deals on Des Moines Hotels Compare top accommodations at Priceline.com. Official site. Stop Credit Card Debt - Get Out of Debt Lower Your Bills 60% - Become Debt Free 12 -36mo - Get Out of Debt Now. Des Moines wa Compare hotel prices from over 120 top websites and save up to 70 %. Featured Finds This Week's Features Interstate Forecast Spring Allergies Q. What's your IQ? 140J Click Here lic14 your Brain Find driving conditions & interstate forecasts. Find out where pollen htto: // www.weather.com /weather /monthlv /98198 ?from =text toonav undeclared 5/27/2007 Stanley /Hankic Short Plat - Technical Information Report June 2007 Appendix C Proposed Drainage Plan The Concept Group Appendices E 9- L S. 170TH STREET NW1 /4 OF SW1 /4, SEC. 26- T23N -R4E, W.M. 5' X 30' X 2" (MIN) ROOF'' INFILTRATION! TRENCH FOR' LOT 21 SEE DETAIL SHEET DR2', LOT 2 (6,6521 SO: Fr.) LOT 3 (7,3•130. FT.) • B -3 J -a 4' X 22.5' X 2' (MIN) INFILTRATION TRENCH FOR, DRIVEWAY LOT ^ SEE DETAIL, SHEET' DR2 (7,962180) FT.) TRENCHI OVERFLOW: v 68 LF- _8'0 CONC: S = 062% CONNECT TO' EXIST. CB- 8" IE IN • = 246':58' YARD DRAIN'(TYP) 5' X, 30" X 2'' (MIN) ROOF INFILTRATIONS TRENCH FOR LOT 3 SEE DETAIL SHEET DR2 PLAN � - CBI TYPE 1 STA 11 +1.1„ RIM( = 248;66' r IE OUT = 247.00' .... r.. ....... LOT (6:652 90. FT.) 51' X 3O' X 2' (MIN) ROOF INFILTRATION TRENCH' FOR LOT 11 SEE DETAIL, SHEET' DR2' HORIZONTAL GRAPHIC: SCALE 15 7:5 02 7:5 15 1 inch = 151 ft. NO. DATE BY REVIS ION I DESCRIPTION JOB'NOl R07600 DESIGNED BY: R. E. O'BRIEN' DRAWN BY CHECKED BY: PROJ: MNGR: ISSUE DATE 6 -3 -07' R. E. O'BRIEN' A. T., NGUYEN H. H. PHANI 1 EXPIRES 12/02/08 1 EXPIRES 09/13/07' I 1. 14 0 L Le CONCEPT Land DevelOpment:andl CNiI Engineering COnsultants 650' South OrcasStreet, Suite 214 Seattle, WA. 98108 T (206) 856 -23881 F (206) 935 -2522 www.THECONCEPTGRP.com LEGEND - PROPERTY LINE — — — —' EASEMENT ROAD CENTERLINE' 9D— PROPOSED STORM DRAIN] 55 - - PROPOSED SANITARY SEWER' w' PROPOSED' WATER' SERVICE' LINE' PROPOSED ASPHALT ACCESS ROAD PROPOSED SINGLE' FAMILY RESIDENCE' (APPROX. LOCATION) PROPOSED CEMENT CONCRETE DRIVEWAY j$S1 PROPOSED INFILTRATIONI TRENCHI ❑1 PROPOSED' CATCH! BASINI TYPE, 1' • PROPOSED YARD DRAINI • INFILTRATION TEST' (APPROX,. LOCATION)i EDGE OF PAVEMENT AT FACE OF'CURBI EDGE OF PAVEMENT SEWER LINE STORM LINE GAS LINE WATER LINE POWER LINE PHONE LINE ROCKERY' FENCE LINE BUILDING■ LINE'' CONTOUR( 9 CORNER SET PROPERTY CORNER FOUND' THIS SURVEY' POWER' POLE < GUY' ANCHOR' STREET LIGHT POWER METER POWER TRANSFORMER' VAULT' - UNKNOWN PHONE MANHOLE' GAS' METER! FIRE, HYDRANT WATER' VALVE, WATER' METER CATCH BASIN STORM( MANHOLE: SEWER MANHOLE, HANDICAPPE01 RAMP PRELIMINARY - NOT FOR, CONSTRUCTION STANLEY / HANKIC SHORT PLAT' 16833 -' 53RD AVE SOUTH( 51:62 -S. 1170TH TUKWILA„ WA 98188' STREET' DRAINAGE PLAN REFERENCE SHEET'NO), DR1) SHEET' 61 OFI 8 1 SHEETS( 0 YARD DRAIN //-- L J ROOF DRAIN 1 r \__ HOUSE COMPACTED BACKFILL 4' RIGID PERFORATED PIPE ROOF DOWNSPOUT FLOW ACTUAL SIDE SLOPE BY CONTRACTOR OVERFLOW SPLASH BLOCK PLAN NW1 /4 OF SW1 /4, SEC. 26- T23N -R4E, W.M. INFILTRATION TRENCH 4' RIGID PERFORATED PIPE 11 PROFILE L EXISTING SURFACE 0 1 5' MINIMUM DISTANCE FROM HOUSE TO YARD DRAIN EXISTING GROUND ''\— OIL/WATER SEPERATOR WITH FINE MESH SCREEN FILTER FABRIC 1' MINIMUM OVERLAP / /i WASHED ROCK 1)4' - X' SECTION A INFILTRATION TRENCH PER KING COUNTY SWDM FIG 5.1.1.A SCALE NONE LEVEL PERFORATED PIPE PRECAST BASE SECTION (MEASUREMENT AT THE TOP OF THE BASE) 93 BAR EACH CORNER 93 BAR EACH SIDE BAR EACH WAY 6' RISER SECTION 12 RISER SECTION R Mi 0 PROVIDE 18" MINIMUM DEPTH COMPACTED GRAVEL BACKFILL FOR PIPE BEDDING BELOW CATCH BASINS CATCH BASIN TYPE 1 PER CITY OF TUKWILA DETAIL DS -01 SCALE: NONE q• TYPICAL KNOCKOUT W/ 2' MIN WALL THICKNESS NOTES 1. MAXIMUM DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE 2. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 1991) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 3. REBAR WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SOUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 ( AASHTO M 221). DO NOT PLACE WIRE FABRIC IN THE KNOCKOUTS. 4. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. PRECAST BASSES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR '0' SHAPE. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OF CUTOUT HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED ) PER FOOT. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE 8111 STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR- F -621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON- ROCKING FIT 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 10. VANED GRATE, REFER TO DS -06. 11. REFER TO DS -06 FOR CATCH BASIN MARKINGS. '0 X 3' GALV EYE BOLT OUTLET DRAIN' PIPE, SIZE PER PLANS GROUT INSTALL TEE ON OUTLET PIPE NOTES GROUND YARD DRAIN PER CITY OF TUKWILA DETAIL DS -03 SCALE: NONE PAVEMENT OR GORUND WELDED 24" GALV. CHAIN 2009 24'0 CONCRETE SEWER PIPE 4' MIN. CONC. CL. 'B' 1. FOR USE AS SMALL CATCH BASIN OR DISTRIBUTION BOX. 2. FOR USE IN NON TRAFFIC AREA ON PRIVATE PROPERTY. 3. SOUD CONCRETE COVER WHEN USED AS A DISTRIBUTION BOX. 4. COMPACT SUBGRADE TO 90W MODIFIED PROCTOR. 5. REFER TO CITY OF TUKWILA STANDARD DETAIL D5 2 OF 2 FOR MATERIAL DIMENSION. INSTALL DRAIN PIPE SIZE PER PLANS PRELIMINARY - NOT FOR CONSTRUCTION NO. DATE BY REVISION DESCRIPTION JOB NO R07600 ISSUE DATE 6 -03 -07 DESIGNED BY R. E. O'BRIEN DRAWN BY R. E. O'BRIEN CHECKED BY: A. T. NGUYEN PROJ. MNGR: H. H. PHAN 1 EXPIRES 12/02/08 J 1 EXPIRES 09/13/07 ZP, e CONCEPT Land Development and CW8 Engineering Consultants 650 South Orcas Street, Suite 214 Seattle, WA 98108 T (206) 856 -2388 F (206) 935 -2522 www.THECONCEPTGRP.mm STANLEY / HANKIC SHORT PLAT 16833 - 53RD AVE SOUTH 1 5162 - S. 170TH STREET TUKWILA, WA 98188 DRAINAGE. DETAILS REFERENCE SHEET NO: DR2 SHEET 7 OF SHEETS Stanley /Hankic Short Plat - Technical Information Report June 2007 Appendix D Infiltration Facility The Concept Group Appendices Stanley /Hankic Short Plat - Technical Information Report June 2007 On -site Infiltration Rate Calculation per City of Tukwila Falling Head Method: The percolation is calculated by dividing the time internal used (30 minute intervals) between measurements by the magnitude of the last water level drop. Percolation Rate Calculation Percolation rate = (time, minute) / (water level drops, inch) Percolation rate. = (30 minutes) / (3.75 inches) Percolation rate = 8.0 minutes /inch Percolation rate = 7.5 inch /minute Infiltration Rate Calculation per 1998 KCSWM Section 5.4.1: (design = (measured X Ftesting X Fgeometry X Fplugging !design !design Where: Imeasured = infiltration rate measured in the field Ftestin = 0.30 for EPA Falling Head Method (per City of Tukwila) Fgeometry = (4D)/W + 0.05 Where: D = depth from the bottom of the proposed facility to the maximum wet - season water table or nearest impervious layer, which ever is less W = width of facility Fplugging = 0.7 for loams and sandy loams = 0.8 for fine sands and loamy sands = 0.9 for medium sands = 1.0 for coarse sands or cobbles, or any soil type in an infiltration facility preceded by a water quality facility (measured = 7.5 in /hour Ftesting = 0.30 Fgeometry = assumed 1.5 Fplugging = 0.90, medium sands = (7.5 in /hr) x 0.30 x 1 x 0.90 = 2.025 in /hr = 29.6 minutes /inch The Concept Group Infiltration Calculations bt 1, 2, and 3 Infiltration Facility Type of Facility: Gravel Infiltration Trench Facility Length: 73.75 ft Facility Width: 2.00 ft Facility Area: 147. sq. ft Effective Storage Depth: 2.00 ft Stage 0 Elevation: 0.00 ft Storage Volume: 89. cu. ft Vertical Permeability: 29.60 min /in Permeable Surfaces: Bottom Riser Head: 2.00 ft Riser Diameter: 12.00 inches Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) (ac -ft) (cfs) (cfs) 0.00 0.00 0. 0.000 0.000 0.00 0.06 0.06 3. 0.000 0.000 0.01 0.16 0.16 7. 0.000 0.000 0.01 0.26 0.26 12. 0.000 0.000 0.01 0.36 0.36 16. 0.000 0.000 0.01 0.46 0.46 20. 0.000 0.000 0.01 0.56 0.56 25. 0.001 0.000 0.01 0.66 0.66 29. 0.001 0.000 0.01 0.76 0.76 34. 0.001 0.000 0.01 0.86 0.86 38. 0.001 0.000 0.01 0.96 0.96 43. 0.001 0.000 0.01 1.06 1.06 47. 0.001 0.000 0.01 1.16 1.16 51. 0.001 0.000 0.01 1.26 1.26 56. 0.001 0.000 0.01 1.36 1.36 60. 0.001 0.000 0.01 1.46 1.46 65. 0.001 0.000 0.01 1.56 1.56 69. 0.002 0.000 0.01 1.66 1.66 74. 0.002 0.000 0.01 1.76 1.76 78. 0.002 0.000 0.01 1.86 1.86 82. 0.002 0.000 0.01 1.96 1.96 87. 0.002 0.000 0.01 2.00 2.00 89. 0.002 0.000 0.01 2.10 2.10 89. 0.002 0.308 0.01 2.20 2.20 89. 0.002 0.871 0.01 2.30 2.30 89. 0.002 1.600 0.01 2.40 2.40 89. 0.002 2.390 0.01 2.50 2.50 89. 0.002 2.670 0.01 2.60 2.60 89. 0.002 2.930 0.01 2.70 2.70 89. 0.002 3.160 0.01 2.80 2.80 89. 0.002 3.380 0.01 2.90 2.90 89. 0.002 3.590 0.01 3.00 3.00 89. 0.002 3.780 0.01 3.10 3.10 89. 0.002 3.970 0.01 3.20 3.20 89. 0.002 4.140 0.01 3.30 3.30 89. 0.002 4.310 0.01 3.40 3.50 3.60 3.70 3.80 3.90 4.00 3.40 3.50 3.60 3.70 3.80 3.90 4.00 89. 89. 89. 89. 89. 89. 89. 0.002 4.470 0.002 4.630 0.002 4.780 0.002 4.930 0.002 5.070 0.002 5.210 0.002 5.350 0.01 0.01 0.01 0.01 0.01 0.01 0.01 Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu -Ft) (Ac -Ft) 1 0.02 * * * * * ** 0.02 2.01 2.01 89. 0.002 2 0.01 * * * * * ** 0.01 2.00 2.00 89. 0.002 3 0.01 0.00 0.00 2.00 2.00 89. 0.002 4 0.01 * * * * * ** 0.00 1.87 1.87 83. 0.002 5 0.01 * * * * * ** 0.00 1.56 1.56 69. 0.002 6 0.01 0.00 0.00 1.47 1.47 65. 0.001 7 0.01 * * * * * ** 0.00 0.51 0.51 22. 0.001 8 0.01 * * * * * ** 0.00 0.34 0.34 15. 0.000 Plate Deway Infiltration Facility Type of Facility: Gravel Infiltration Trench Facility Length: 44.82 ft Facility Width: 2.00 ft Facility Area: 90. sq. ft Effective Storage Depth: 2.00 ft Stage 0 Elevation: 0.00 ft Storage Volume: 54. cu. ft Vertical Permeability: 29.60 min /in Permeable Surfaces: Bottom Riser Head: 2.00 ft Riser Diameter: 12.00 inches Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) (ac -ft) (cfs) (cfs) 0.00 0.00 0. 0.000 0.000 0.00 0.06 0.06 2. 0.000 0.000 0.00 0.16 0.16 4. 0.000 0.000 0.00 0.26 0.26 7. 0.000 0.000 0.00 0.36 0.36 10. 0.000 0.000 0.00 0.46 0.46 12. 0.000 0.000 0.00 0.56 0.56 15. 0.000 0.000 0.00 0.66 0.66 18. 0.000 0.000 0.00 0.76 0.76 20. 0.000 0.000 0.00 0.86 0.86 23. 0.001 0.000 0.00 0.96 0.96 26. 0.001 0.000 0.00 1.06 1.06 29. 0.001 0.000 0.00 1.16 1.16 31. 0.001 0.000 0.00 1.26 1.26 34. 0.001 0.000 0.00 1.36 1.36 37. 0.001 0.000 0.00 1.46 1.46 39. 0.001 0.000 0.00 1.56 1.56 42. 0.001 0.000 0.00 1.66 1.66 45. 0.001 0.000 0.00 1.76 1.76 47. 0.001 0.000 0.00 1.86 1.86 50. 0.001 0.000 0.00 1.96 1.96 53. 0.001 0.000 0.00 2.00 2.00 54. 0.001 0.000 0.00 2.10 2.10 54. 0.001 0.308 0.00 2.20 2.20 54. 0.001 0.871 0.00 2.30 2.30 54. 0.001 1.600 0.00 2.40 2.40 54. 0.001 2.390 0.00 2.50 2.50 54. 0.001 2.670 0.00 2.60 2.60 54. 0.001 2.930 0.00 2.70 2.70 54. 0.001 3.160 0.00 2.80 2.80 54. 0.001 3.380 0.00 2.90 2.90 54. 0.001 3.590 0.00 3.00 3.00 54. 0.001 3.780 0.00 3.10 3.10 54. 0.001 3.970 0.00 3.20 3.20 54. 0.001 4.140 0.00 3.30 3.30 54. 0.001 4.310 0.00 3.40 3.40 54. 0.001 4.470 0.00 3.50 3.50 54. 0.001 4.630 0.00 3.60 3.60 54. 0.001 4.780 0.00 3.70 3.70 54. 0.001 4.930 0.00 3.80 3.80 54. 0.001 5.070 0.00 3.90 3.90 54. 0.001 5.210 0.00 4.00 4..00 54. 0.001 5.350 0.00 Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu -Ft) (Ac -Ft) 1 0.01 * * * * * ** 0.01 2.00 2.00 54. 0.001 2 0.01 * * * * * ** 0.00 2.00 2.00 54. 0.001 3 0.01 0.00 0.00 2.00 2.00 54. 0.001 4 0.01 * * * * * ** 0.00 1.78 1.78 48. 0.001 5 0.01 * * * * * ** 0.00 1.51 1.51 41. 0.001 6 0.01 0.00 0.00 1.45 1.45 39. 0.001 7 0.01 * * * * * ** 0.00 0.51 0.51 14. 0.000 8 0.01 * * * * * ** 0.00 0.33 0.33 9. 0.000 Stanley /Hankic Short Plat - Technical Information Report June 2007 Appendix E Conveyance Calculations The Concept Group Appendices King County Stormwater Management Manual, Table 3.2.1 B Design Storm Event aR bR 2 years 1.58 0.58 5 years 2.33 0.63 10 years 2.44 0.64 25 years 2.66 0.65 50 years 2.75 0.65 100 years 2.61 0.63 Stanley /Hankic Short Plat - Technical Information Report June 2007 Rational Method per 1992 KCSWM: Q= CxIRXA Where: Q = peak flow rate in cubic feet per second C = runoff coefficients, for pavements & roofs C = 0.90 A = contributing area in acres IR = rainfall intensity in inches per hour IR = (PR) x (IR) The Concept Group PR = precipitation for the 24 -hour duration storm event as interpolated from isopluvial maps iR = unit peak rainfall' intensity factor IR = (aR) x (Tc) (bR) Tc= time of concentration to initial inlet =5 min aR and bR = coefficients used to adjust the equation for the design storm return frequency R Conveyance Calculations Manning Pipe Calculator 8 inch concrete pipe at 0.62% Given Input Data: Shape Circular Solving for Flowrate Diameter 8.0000 in Depth 7.5000 in Slope 0.0062 ft/ft Manning's n 0.0120 Computed Results: Flowrate 1.1088 cfs Area 0.3491 ft2 Wetted Area 0.3400 ft2 Wetted Perimeter 21.0899 in Perimeter 25.1327 in Velocity 3.2614 fps Hydraulic Radius 2.3214 in Percent Full 93.7500 % Full flow Flowrate 1.0308 cfs Full flow velocity 2.9530 fps 0aeum.nt 111ti is! t h Y,,, ,ki'dcy;4 YiY 7 -1 121:X @. E01 37.9 Oe>t FA'A.t Ioil T. Odo., ekb edly eathe comet, •uteela6a d .l910, a „lay ', aommuo mn 1 •o $2 R.4 $ ikr d . 0 R...Brun. 12 • B ! y [- 3s 3f a :1- 1= p - ° • A - gi '41 Wee BOA aW. Ti.. e Series File:drine.ay ne..tef Pro70rt Location -Tae — Manual Peak Flan Rates-- Flow Rate Rank Tine of Peak CFS) 007 12/30/00 4 006 1/05/02 16 009 12/08/0I 18 00 008 8/26/04 2.00 009 10/29 %0 4 16•00 008 1 %18/06 16 00 011 10/26/06 0:00 014 1.09/08 6 00 CogwOOd Peaks 00 r requeecy .601 - -Flw F7ep1100oy /4314306 - - Peeks - - Rank Return Preb (CFS) Period 014 011 009 009 009 008 007 006 013 1 100.00 2 25.00 3 10.00 4 5 00 5 3 00 6 2 00 7 1 30 8 1.10 50 00 0 990 0.960 0 900 0.800 0.667 0 500 0 231 0.091 0 980 w.enowa ofe0. .1 Pap Stet ul At 1' N Cd 1 R' t% 0 9 re -": 51aq —' erieli Eilgrzicp .H sak Jug* I ,R Stanley /Hankic Short Plat - Technical Information Report June 2007 Appendix F Erosion Control The Concept Group Appendices i S89 °21'31 "E 80.03' 569. ,16.68` • . 80.03' DESIGNED BY: R. E. O'BRIEN DRAWN BY: CHECKED BY: PROJ. MNGR: SILT FENCE INLET PROTECTION S89 °21'31 "E 119.85) 589°21'31"E 119.85'' 589 °21'31 "E 199.88' E N0. DATE BY REVISION DESCRIPTION JOB NO. R07600 1NL CRON ISSUE DATE 6 -3-07 R. E. O'BRIEN A. T. NGUYEN H. H. PHAN PLAN 1 EXPIRES 12/02/08 ZLe CONCEPT HORIZONTAL GRAPHIC SCALE 15' 7.5 0 7.5 15 1 inch = 15 N. Land'Development and CvII Engineering, Consultants 650 South Orcas Street, Suite. 214 Seattle WA 98108 T (206) 856-2388 F (206) 935 -2522 www.THECONCEPTGRP.com LEGEND ®I INLET PROTECTION' ...._a>aar_ PROPERTY LINE EASEMENT ROAD CENTERLINE OMITS OF DISTURBANCE SILT FENCE EDGE OF PAVEMENT AT FACE OF' CURB' EDGE OF PAVEMENT SEWER LINE STORM LINE GAS LINE WATER LINE POWER LINE PHONE LINE ROCKERY FENCE LINE BUILDING LINE CONTOUR EARTHWORK VOLUME ESTIMATES: LOCATION CUT (CY) FILL (CY) ACCESS ROAD 61 2' LOT 11 INFILTRATION 11 0 LOT 2 INFILTRATION 11 0 LOT 3' INFILTRATION 11 0 SEQUENCE OF CONSTRUCTION 0 CORNER, SET PROPERTY CORNER FOUND THIS SURVEY' POWER POLE ▪ GUY ANCHOR' . STREET LIGHT POWER METER' POWER TRANSFORMER' VAULT — UNKNOWN PHONE MANHOLE GAS METER FIRE HYDRANT' WATER' VALVE: • WATER METER; It CATCH BASIN' STORM MANHOLE. SEWER MANHOLE: HANDICAPPED RAMP' I. FLAG AND STAKE CLEARING LIMITS. 2.. INSTALL EROSION CONTROL FEATURES. (SILT/ FENCE, ETC.) 3: FIELD LOCATE ALL UTILITIES. 4., CLEAR AND GRUB SITE. 5: GRADE THE SITE. 6. INSTALL INFILTRATION TRENCHES, SANITARY/ SEWERS;, STORM„ WATER; AND OTHER, SITE UTILITIES; PROVIDE CATCH BASIN INLET PROTECTION AT THE NEW INLET/ LOCATIONS. 7. CONSTRUCT BUILDING STRUCTURES. REMOVE TEMPORARY EROSION CONTROL FACILITY, UPON STABILIZATION OF ENTIRE PROJECT' SITE, AS APPROVED BY THE CITY' OF' TUKWILA., PRELIMINARY - NOT FOR CONSTRUCTION STANLEY / HANKIC SHORT PLAT 16833 -' 53RD AVE SOUTH / 51'62 - S. 170TH STREET TUKWILA, WA 98188 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN REFERENCE, SHEET'NC1, EC1! SHEET' 2' OF 8 SHEETS1 Stanley /Hankic Short Plat - Technical Information Report June 2007 Appendix G Maintenance Procedures The Concept Group Appendices NO. 3 - DETENTION TANKS AND VAULTS Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is Performed Storage Area Plugged Air Vents One -half of the cross section of a vent is blocked at any point with debris and sediment. Vents free of debris and sediment Debris and Sediment Accumulated sediment depth exceeds 10% of the diameter of the storage area for 1 /2 length of storage vault or any point depth exceeds 15% of diameter. Example: 72 -inch storage tank would require cleaning when sediment reaches depth of 7 inches for more than ''% length of tank. All sediment and debris removed from storage area. Joints Between Tank/Pipe Section Any crack allowing material to be transported into facility. All joint between tank/pipe sections are sealed Tank Pipe Bent Out of Shape Any part of tank/pipe is bent out of shape more than 10% of its design shape. Tank/pipe repaired or replaced to design. Vault Structure Damage to Wall, Frame, Bottom, and /or Top Slab Cracks wider than'/: -inch and any evidence of soil particles entering the structure through the cracks, or maintenance inspection personnel determines that the vault is not structurally sound. Vault replaced or repaired to design specifications. Damaged Pipe Joints Cracks wider than' /2 -inch at the joint of any inlet/outlet pipe or any evidence of soil particles entering the vault through the walls. No cracks more than 1/4-inch wide at the joint of the inlet/outlet pipe. Manhole Cover Not in Place Cover is missing or only partially in place. Any open manhole requires maintenance. Manhole is closed. Locking Mechanism Not Working Mechanism cannot be opened by one maintenance person with proper tools. Bolts into frame have less than 1 /2 inch of thread (may not apply to self - locking lids.) Mechanism opens with proper tools. Cover Difficult to Remove One maintenance person cannot remove lid after applying 80Ibs of lift. Intent is to keep cover from sealing off access to maintenance. Cover can be removed and reinstalled by one maintenance person. Ladder Rungs Unsafe King County Safety Office and /or maintenance person judges that ladder is unsafe due to missing rungs, misalignment, rust, or cracks. Ladder meets design standards. Allows maintenance person safe access. Large access doors /plate Gaps, Doesn't Cover Completely Large access doors not flat and /or access hole not completely covered. NOTE however that grated doors are acceptable. Doors closes flat and covers access hole completely. Lifting Rings Missing, Rusted Lifting rings not capable of lifting weight of door or lid. Lifting rings sufficient to remove lid. APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES 1/24/2005 A -4 2005 Surface Water Design Manual — Appendix A NO. 4 - CONTROL STRUCTURE /FLOW RESTRICTOR Maintenance • Component Defect or Problem Condition When Maintenance is Needed Results Expected When Maintenance is Performed General Trash and Debris (Includes Sediment) Distance between debris build -up and bottom of orifice plate is less than 1.5 feet. All trash and debris removed. Structural Damage Structure is not securely attached to manhole wall and outlet pipe structure should support at least 1,000 lbs of up or down pressure. Structure securely attached to wall and outlet pipe. Structure is not in upright position (allow up to 10% from plumb). Structure in correct position. Connections to outlet pipe are not watertight and show signs of rust. Connections to outlet pipe are water tight; structure repaired or replaced and works as designed. Any holes —other than designed holes —in the structure. Structure has no holes other than designed holes. Cleanout Gate Damaged or Missing Cleanout gate is not watertight or is missing. Gate is watertight and works as designed. Gate cannot be moved up and down by one maintenance person. Gate moves up and down easily and is watertight. Chain /rod leading to gate is missing or damaged. Chain is in place and works as designed. Gate is rusted over 50% of its surface area. Gate is repaired or replaced to meet design standards. Orifice Plate Damaged or Missing Control device is not working properly due to missing, out of place, or bent orifice plate. Plate is in place and works as designed. Obstructions Any trash, debris, sediment, or vegetation blocking the plate. Plate is free of all obstructions and works as designed. Overflow Pipe Obstructions Any trash or debris blocking (or having the potential of blocking) the overflow pipe. Pipe is free of all obstructions and works as designed. Manhole See "Detention Tanks and Vaults" See "Detention Tanks and Vaults" Table No. 3 See "Detention Tanks and Vaults" Table No. 3 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 5 - CATCH BASINS Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is performed General Trash & Debris (Includes Sediment) Trash or debris of more than 1 /2 cubic foot which is located immediately in front of the catch basin opening or is blocking capacity of the basin by more than 10 %. No Trash or debris located immediately in front of catch basin opening. Trash or debris (in the basin) that exceeds 1 /3 the depth from the bottom of basin to invert the lowest pipe into or out of the basin. No trash or debris in the catch basin. Trash or debris in any inlet or outlet pipe blocking more than 1 /3 of its height. Inlet and outlet pipes free of trash or debris. Dead animals or vegetation that could generate odors that could cause complaints or dangerous gases (e.g., methane). No dead animals or vegetation present within the catch basin. Deposits of garbage exceeding 1 cubic foot in volume. No condition present which would attract or support the breeding of insects or rodents. Structure Damage to Frame and /or Top Slab Comer of frame extends more than % inch past curb face into the street (If applicable). Frame is even with curb. Top slab has holes larger than 2 square inches or cracks wider than' /. inch (intent is to make sure all material is running into basin). Top slab is free of holes and cracks. Frame not sitting flush on top slab, i.e., separation of more than % inch of the frame from the top slab. Frame is sitting flush on top slab. Cracks in Basin Walls /Bottom Cracks wider than 1/2 inch and longer than 3 feet, any evidence of soil particles entering catch basin through cracks, or maintenance person judges that structure is unsound. Basin replaced or repaired to design standards. Cracks wider than 1/2 inch and longer than 1 foot at the joint of any inlet/outlet pipe or any evidence of soil particles entering catch basin through cracks. No cracks more than 1 /4 inch wide at the joint of inlet/outlet pipe. Settlement/ Misalignment Basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. Basin replaced or repaired to design standards. Fire Hazard Presence of chemicals such as natural gas, oil and gasoline. No flammable chemicals present. Vegetation Vegetation growing across and blocking more than 10% of the basin opening. No vegetation blocking opening to basin. Vegetation growing in inlet/outlet pipe joints that is more than 6 inches tall and less than 6 inches apart. No vegetation or root growth present. Pollution Nonflammable chemicals of more than 1/2 cubic foot per three feet of basin length. No pollution present other than surface film. Catch Basin Cover Cover Not in Place Cover is missing or only partially in place. Any open catch basin requires maintenance. Catch basin cover is closed Locking Mechanism Not Working Mechanism cannot be opened by on maintenance person with proper tools. Bolts into frame have less than 1/2 inch of thread. Mechanism opens with proper tools. Cover Difficult to Remove One maintenance person cannot remove lid after applying 80 lbs. of lift; intent is keep cover from sealing off access to maintenance. Cover can be removed by one maintenance person. Ladder Ladder Rungs Unsafe Ladder is unsafe due to missing rungs, misalignment, rust, cracks, or sharp edges. Ladder meets design standards and allows maintenance person safe access. APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES 1/24/2005 2005 Surface Water Design Manual — Appendix A A -6 NO. 7 - ENERGY DISSIPATERS Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is Performed. External: Trash and Debris Trash or debris that is plugging more than 20% of the openings in the barrier. Barrier clear to receive capacity flow. Rock Pad Missing or Moved Rock Only one layer of rock exists above native soil in area five square feet or larger, or any exposure of native soil. Replace rocks to design standards. Dispersion Trench Pipe Plugged with Sediment Accumulated sediment that exceeds 20% of the design depth. Pipe cleaned /flushed so that it matches design. Not Discharging Water Properly Visual evidence of water discharging at concentrated points along trench (normal condition is a "sheet flow' of water along trench). Intent is to prevent erosion damage. Trench must be redesigned or rebuilt to standards. Perforations Plugged. Over 1/2 of perforations in pipe are plugged with debris and sediment. Clean or replace perforated pipe. Water Flows Out Top of "Distributor" Catch Basin. Maintenance person observes water flowing out during any storm less than the design storm or its causing or appears likely to cause damage. Facility must be rebuilt or redesigned to standards. Receiving Area Over- Saturated Water in receiving area is causing or has potential of causing landslide problems. No danger of landslides. Internal: Manhole /Chamber Wom or Damaged Post. Baffles, Side of Chamber Structure dissipating flow deteriorates to 1/2 or original size or any concentrated wom spot exceeding one square foot which would make structure unsound. Replace structure to design standards. NO. 6 - DEBRIS BARRIERS (E.G., TRASH RACKS) Maintenance Component Defect or Problem Condition When Maintenance is Needed Results Expected When Maintenance is Performed. General Trash and Debris Trash or debris that is plugging more than 20% of the openings in the barrier. Barrier clear to receive capacity flow. Metal Damaged /Missing Bars. Bars are bent out of shape more than 3 inches. Bars in place with no bends more than % inch. Bars are missing or entire barrier missing. Bars in place according to design. Bars are loose and rust is causing 50% deterioration to any part of barrier. Repair or replace barrier to design standards. NO. 5 - CATCH BASINS Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is performed Metal Grates (If Applicable) Unsafe Grate Opening Grate with opening wider than 7 /8 inch. Grate opening meets design standards. Trash and Debris Trash and debris that is blocking more than 20% of grate surface. Grate free of trash and debris. Damaged or Missing. Grate missing or broken member(s) of the grate. Grate is in place and meets design standards. APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES 2005 Surface Water Design Manual — Appendix A A -7 1/24/2005 NO. 8 - FENCING Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is Performed General Missing or Broken Parts Any defect in the fence that permits easy entry to a facility. Parts in place to provide adequate security. Erosion Erosion more than 4 inches high and 12 -18 inches wide permitting an opening under a fence. No opening under the fence that exceeds 4 inches in height. Wire Fences Damaged Parts Post out of plumb more than 6 inches. Post plumb to within 1 inches. Top rails bent more than 6 inches. Top rail free of bends greater than 1 inch. Any part of fence (including post, top rails, and fabric) more than 1 foot out of design alignment. Fence is aligned and meets design standards. Missing or loose tension wire. Tension wire in place and holding fabric. Missing or loose barbed wire that is sagging more than 2% inches between posts. Barbed wire in place with less than % inch sag between post. Extension arm missing, broken, or bent out of shape more than 11/2 inches. Extension arm in place with no bends larger than % inch. Deteriorated Paint or Protective Coating Part or parts that have a rusting or scaling condition that has affected structural adequacy. Structurally adequate posts or parts with a uniform protective coating. Openings in Fabric Openings in fabric are such that an 8 -inch diameter ball could fit through. No openings in fabric. NO. 9 -GATES Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is Performed General Damaged or Missing Members Missing gate or locking devices. Gates and Locking devices in place. Broken or missing hinges such that gate cannot be easily opened and closed by a maintenance person. Hinges intact and tubed. Gate is working freely. Gate is out of plumb more than 6 inches and more than 1 foot out of design alignment. Gate is aligned and vertical. Missing stretcher bar, stretcher bands, and ties. Stretcher bar, bands, and ties in place. Openings in Fabric See "Fencing" Table No. 8 See "Fencing" Table No. 8 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES 1/24/2005 2005 Surface Water Design Manual — Appendix A A -8 NO. 10 - CONVEYANCE PIPES AND DITCHES Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is Performed Pipes Sediment & Debris Accumulated sediment that exceeds 20% of the diameter of the pipe. Pipe cleaned of all sediment and debris. Vegetation Vegetation that reduces free movement of water through pipes. All vegetation removed so water flows freely through pipes. Damaged Protective coating is damaged; rust is causing more than 50% deterioration to any part of pipe. Pipe repaired or replaced. Any dent that decreases the cross section area of pipe by more than 20 %. Pipe repaired or replaced. Open Ditches Trash & Debris Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch and slopes. Trash and debris cleared from ditches. Sediment Accumulated sediment that exceeds 20% of the design depth. Ditch cleaned /flushed of all sediment and debris so that it matches design. Vegetation Vegetation that reduces free movement of water through ditches. Water flows freely through ditches. Erosion Damage to Slopes See "Detention Ponds" Table No. 1 See "Detention Ponds" Table No. 1 Rock Lining Out of Place or Missing (If Applicable). Maintenance person can see native soil beneath the rock lining. Replace rocks to design standards. NO. 11 - GROUNDS (LANDSCAPING) Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is Performed General Weeds (Nonpoisonous, not noxious) Weeds growing in more than 20% of the landscaped area (trees and shrubs only). Weeds present in less than 5% of the landscaped area. Safety Hazard Any presence of poison ivy or other poisonous vegetation. No poisonous vegetation present in landscaped area. Trash or Litter Paper, cans, bottles, totaling more than 1 cubic foot within a landscaped area (trees and shrubs only) of 1,000 square feet. Area clear of litter. Trees and Shrubs Damaged Limbs or parts of trees or shrubs that are split or broken which affect more than 25% of the total foliage of the tree or shrub. Trees and shrubs with less than 5% of total foliage with split or broken limbs. Trees or shrubs that have been blown down or knocked over. Tree or shrub in place free of injury. Trees or shrubs which are not adequately supported or are leaning over, causing exposure of the roots. Tree or shrub in place and adequately supported; remove any dead or diseased trees. APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES 2005 Surface Water Design Manual — Appendix A A -9 1/24/2005 STATE OF WASHINGTON PAPlanning Fo s pplications\ShortPiat- 12- 06.doc, 2006 • • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard; Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@ci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY ss 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 employees, agents, engineers contractors or other representatives the right to enter upon Owner's real property, located at 516 A 5 / 7,0 S. Tt,c k wt /. 4 kl,4 4 8 /112 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. Non - responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. ef EXECUTED at I V' `(kta 03 4 4 (state), on Print Name Address Phone Number Signature &.) ■ ( It. \1LP� , — S / 7 c, 4 ' C ' j o1 - 'Z Z a Au-IO t fdl , (Ai a X • , k r p'Y,'dOt' 1� ?o -Yd NOTARY PUBLIC in and for the a of Washington o • o 0116n 4 '.. ItA = . N �o� n , - residing at ��i/y,�0 • a N 01 S4.. ■00�� My Commission expires on '�i ry • 7 ABN y� c� `d •�2 v / d RFCE ?VFD PJ(N 1 2001 CNi�tiiUt.l, ; DV , On this day personally appeared before me LU; 1116.111 3 . Na 1-64i' to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same gIis/her voluntary act and deed for the uses and purposes mentioned therein. j SUBSCRIBED AND SWORN TO BEFORE ME ON THIS a'�/ DAY OF 0- 20 , x//i o. December 4, • and purposes me R1 \\\\,(‘ f� n. N SUBSCIt D Sg 1�AN 'W - 0 EFORE ME ON THIS NOTARY 9 � • y P UBLIG 1 0 _ ////s . C 'S T 8 . '1 , � 0 .� � ` OP WA.SN \ " P:\Planning Forms\A pplications \ShortPlat- 12- 06.doc, 2006 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E- mail.: tukplan(cz ci.tukwila.wa.us 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 employees, agents engineers, contractors or other representatives the right to enter upon Owner's real property, located at 1 g33 S S 3 " ve 5. 77 kw t / /.4, 01 ? v 88 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. Non - responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at f Ut f e..�.0 I' 0 (city), Vv 64 (state), on 5 - Z i ^ ✓ /, lt0 Print Name Oni(e l 1/ S /79iJ`E Address 4 0 7 5 / `S r ✓�/� w/¢7 Q s Phone Number 6 3 (� c • • / _ Signature i Vii ss David Sian On this day personally appeared before me executed the foregoing instrument and acknowledged that he /she signed the same s hi /her voluntary act and deed for the uses a y DAY OF NOTARY PUBLIC in and for • residing at n&-Y/ , l lJ O`• RE CEIVED 'JUN 1 rl 2007 COM S DEVELO to me known to be the individual who ate of Washington My Commission expires on g P '2. at LJ December 4. PROJECT: Stanley /Hankic Short Plat 6 N89 °21'31 "W 14 NO0 °48'39 "W 104 cor S89 °21'31 "E 334 cor SO0 °48'39 "E 6 Closing bearing = N90 °00'00 "W Closing distance = 0.00000 Total traverse length = 350.70 (350.71) Total error of closure = 1/999999 Area = 6650 Sq Ft Area = 0.15 Acres Dry Co Surveying, Inc. 12714 Valley Avenue East Sumner, WA 98390 Ph: 253 - 826 -0300 fax 253 - 826 -9703 Fri May 25 03:41:25 2007 CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 1 Point Number Description Station Northing Easting Bearing Distance 0 +00.0 10020.6970 119.85' 1+19.9 10022.0387 55.50 ' 1+75.4 119.85 ' 2 +95.2 55.50 ' 3 +50.7 10020.6970 10077.5331 10076.1915 15831.1736 15711.3311 15710.5457 15830.3882 15831.1736 RECEIVED JUN 1 3 2007 C DEVELOPMENT PROJECT: Stanley /Hankic Short Plat • • Dry Co Surveying, Inc. 12714 Valley Avenue East Sumner, WA 98390 Ph: 253- 826 -0300 fax 253 - 826 -9703 Fri May 25 03:41:25 2007 CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 2 Point Number Description Station Northing Easting Bearing Distance 334 cor 0 +00.0 10076.1915 15830.3882 N89 °21'31 "W 119.85 ' 104 cor 1+19.9 10077.5331 15710.5457 N00 °48'39 "W 55.50 ' 17 1+75.4 10133.0275 15709.7603 S89 °21'31 "E 119.85 ' 18 2 +95.2 10131.6859 15829.6028 S00 °48'39 "E 55.50 ' 334 cor 3 +50.7 10076.1915 15830.3882 Closing bearing = N90 °00'00 "W Closing distance = 0.00000 Total traverse length = 350.70 (350.72) Total error of closure = 1/999999 Area = 6650 Sq Ft Area = 0.15 Acres PROJECT: Stanley /Hankic Short Plat • Dry Co Surveying, Inc. 12714 Valley Avenue East Sumner, WA 98390 Ph: 253 - 826 -0300 fax 253 - 826 -9703 Fri May 25 03:41:24 2007 CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 3 Point Number Description Station Northing Easting Bearing Distance 335 N44 °21'31 "W 336 N89 °21'37 "W 337 N00 °48'39 "W 11 S89 °21'31 "E 15 S00 °48'39 "E 335 0 +00.0 10101.1051 15710.2074 33.87 ' 0 +33.9 10125.3214 15686.5273 56.68 ' 0 +90.6 10125.9542 15629.8509 88.00 ' 1+78.6 10213.9454 15628.6055 80.03 ' 2 +58.6 10213.0495 15708.6305 111.96' 3 +70.5 10101.1008 15710.2149 Closing bearing = N59 °54'23 "W Closing distance = 0.00864 Total traverse length = 370.54 (370.53) Total error of closure = 1/42906 Area = 7319 Sq Ft Area = 0.17 Acres PROJECT: Stanley /Hankic Short Plat 12 NOO°48'39"W 337 S89 °21'37 "E 336 S44 °21'31 "E 335 S00 °48'39 "E 14 N89 °21'31 "W 12 • Closing bearing = S59 °54'23 "E Closing distance = 0.00864 Total traverse length = 352.68 (352.68) Total error of closure = 1/40838 Area = 7963 Sq Ft Area = 0.18 Acres Dry Co Surveying, Inc. 12714 Valley Avenue East Sumner, WA 98390 Ph: 253 - 826 -0300 fax 253 - 826 -9703 Fri May 25 03:41:24 2007 CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 4 Point Number Description Station Northing Easting Bearing Distance 0 +00.0 10022.9345 15631.3057 103.03 ' 1+03.0 10125.9542 15629.8477 56.68 ' 1+59.7 10125.3214 15686.5242 33.87 ' 1+93.6 10101.1051 15710.2043 79.07 ' 2 +72.7 10022.0430 15711.3233 80.03 ' 3 +52.7 10022.9389 15631.2983 PROJECT: Stanley /Hankic Short Plat • • Dry Co Surveying, Inc. 12714 Valley Avenue East Sumner, WA 98390 Ph: 253 - 826 -0300 fax 253 - 826 -9703 Fri May 25 03:41:25 2007 CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 1 Point Number Description Station Northing Easting Bearing Distance 6 0 +00.0 10020.6970 15831.1736 N89 °21'31 "W 119.85 ' 14 ' 1 +19.9 10022.0387 15711.3311 N00 °48'39 "W 55.50 ' 104 cor 1+75.4 10077.5331 15710.5457 S89 °21'31 "E 119.85 ' 334 cor 2 +95.2 10076.1915 15830.3882 S00 °48'39 "E 55.50 ' 6 3 +50.7 10020.6970 15831.1736 Closing bearing = N90 °00'00 "W Closing distance = 0.00000 Total traverse length = 350.70 (350.71) Total error of closure = 1/999999 Area = 6650 Sq Ft Area = 0.15 Acres RECEIVED 1 JU N 1 �� 1001 D E V EL O pJhIEN 1bEN PROJECT: Stanley /Hankic Short Plat CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 2 Point Number Description Station Northing Easting Bearing Distance 334 cor N89 °21'31 "W 104 cor N00 °48'39 "W 17 S89 °21'31 "E 18 S00 °48'39 "E 334 cor 0 +00.0 119.85 ' 1+19.9 55.50 ' 1+75.4 119.85 ' 2 +95.2 55.50 ' 3 +50.7 • Closing bearing = N90 °00'00 "W Closing distance = 0.00000 Total traverse length = 350.70 (350.72) Total error of closure = 1/999999 Area = 6650 Sq Ft Area = 0.15 Acres DryCo Surveying, Inc. 12714 Valley Avenue East Sumner, WA 98390 Ph: 253 - 826 -0300 fax 253 - 826 -9703 Fri May 25 03:41:25 2007 10076.1915 15830.3882 10077.5331 15710.5457 10133.0275 15709.7603 10131.6859 15829.6028 10076.1915 15830.3882 PROJECT: Stanley /Hankic Short Plat 335 N44 °21'31 "W 336 N89 °21'37 "W 337 N00 °48'39 "W 11 S89 °21'31 "E 15 S00 °48'39 "E 335 Closing bearing = N59 °54'23 "W Closing distance = 0.00864 Total traverse length = 370.54 (370.53) Total error of closure = 1/42906 Area = 7319 Sq Ft Area = 0.17 Acres • • DryCo Surveying, Inc. 12714 Valley Avenue East Sumner, WA 98390 Ph: 253 - 826 -0300 fax 253 - 826 -9703 Fri May 25 03:41:24 2007 CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 3 Point Number Description Station Northing Easting Bearing Distance 0 +00.0 10101.1051 15710.2074 33.87 ' 0 +33.9 10125.3214 15686.5273 56.68 ' 0 +90.6 10125.9542 15629.8509 88.00 ' 1+78.6 10213.9454 15628.6055 80.03 ' 2 +58.6 10213.0495 15708.6305 111.96' 3 +70.5 10101.1008 15710.2149 •. • PROJECT: Stanley /Hankic Short Plat CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 4 Point Number Description Station Northing Easting Bearing Distance 12 N00 °48'39 "W 337 S89 °21'37 "E 336 S44 °21'31 "E 335 S00 °48'39 "E 14 N89 °21'31 "W 12 Closing bearing Closing distance Total traverse length Total error of closure Area Area Dry Co Surveying, Inc. 12714 Valley Avenue East Sumner, WA 98390 Ph: 253 - 826 -0300 fax 253 - 826 -9703 Fri May 25 03:41:24 2007 0 +00.0 10022.9345 15631.3057 103.03 ' 1+03.0 10125.9542 15629.8477 56.68 ' 1+59.7 10125.3214 15686.5242 33.87 ' 1+93.6 10101.1051 15710.2043 79.07 ' 2 +72.7 10022.0430 15711.3233 80.03 ' 3 +52.7 10022.9389 15631.2983 = S59 °54'23 "E = 0.00864 = 352.68 (352.68) = 1/40838 = 7963 Sq Ft = 0.18 Acres Stewart -title Title Officer: Title Officer: Reference: HANKIC SCHEDULE A 1. Effective Date: June 1, 2007 at 8:00 a.m. 2. Policy Or Policies To Be Issued: ( ) ALTA HOMEOWNER'S PLUS POLICY, (10/17/98) (X ) ALTA EXTENDED LOAN POLICY, (6/17/06) REORGANIZATION RATE Proposed Insured: TO BE DETERMINED 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: FEE SIMPLE ESTATE Daniel Osborn Phone: (206) -770 -8717 or (253)- 882 -2040 E -mail: daniel.osborn @stewart.com Chris Rollins Phone: (206)- 770 -8715 or (253)- 882 -2040 E -mail: chris.rollins @stewart.com Unit Faxes: (206)- 802 -9341 or (253)- 295 -2114 4. Title to said estate or interest in said land is at the effective date hereof vested in: MIRZA HANKIC AND ERNA HANKIC, HUSBAND AND WIFE AND DAVID M. STANLEY AND MARTHA R. STANLEY, HUSBAND AND WIFE 5. The land referred to in this commitment is described as follows: File No.: 207154089 0043CG ALTA Commitment (6/17/06) - Schedule B I Page 1 of 10 RSCEIVED " 1 T ' 18000 International Boulevard South, Suite 510 6 �1 f L V i ° on� P UN 1 3 2007 SeaTac, Washington 98188 206 - 770 -8700 • 888- 896 -1443 CU (UNITY DEVELOPMENT Amount: Premium: Tax: Total: Amount: Premium: Tax: Total: Order Number: 207154089 stewart title guaranty company $ 0.00 $250,000.01 to $400,000.00 $500.00 $44.50 $ 544.50 Stewart Title Guaranty Company, a Texas Corporation ( "Company "), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedules A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate six months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. This commitment shall not be valid or binding until countersigned by a validating officer or authorized signatory. IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. Countersigned: Chatrmen Of the Board Authorized Countersignature STEWART TITLE SEATAC, Washington COMMITMENT FOR TITLE INSURANCE Issued by stewart • title guaranty company L S eWart title guaranty company PrasidOnL 004 -UN ALTA Commitment (6/17/06) File No.: 207154089 • • CONDITIONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and Stipulations and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at< http: / /www.alta.orq/>. stewar ►title guaranty company All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to it at P.O. Box 2029, Houston, Texas 77252. See Attached Legal Description Purported Address: 16833 53RD AVENUE SOUTH TUKWILA, WA 98188 File No.: 207154089 0043CG ALTA Commitment (6/17/06) - Schedule B I Page 2 of 10 • • E_ title guaranty company File Number: 207154089 PARCEL A: Exhibit A LEGAL DESCRIPTION BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M., IN RECORDS OF KING COUNTY, WASHINGTON; AND RUNNING THENCE ALONG THE WEST BOUNDARY LINE OF SAID SUBDIVISION SOUTH 0 °48'39" EAST 221.03 FEET; THENCE PARALLEL TO THE NORTH BOUNDARY LINE OF SAID SUBDIVISION, SOUTH 89 °21'31" EAST 632.00 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 89 °21'31" EAST 200.00 FEET; THENCE SOUTH 0 °48'39" WEST 95.54 FEET; THENCE NORTH 89 °21'31" WEST 200.00 FEET; THENCE NORTH 0 °48'39" WEST 95.54 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE NORTHERLY 80 FEET THEREOF; AND EXCEPT THE WESTERLY 80 FEET THEREOF. BEING KNOWN AS A PORTION OF LOT "G ", SUNRISE VIEW ADDITION, ACCORDING TO THE UNRECORDED PLAT THEREOF. PARCEL B: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M., IN KING COUNTY, WASHINGTON; AND RUNNING THENCE ALONG THE WEST BOUNDARY OF SAID SUBDIVISION SOUTH 0 °48'39" EAST 316.62 FEET; THENCE PARALLEL TO THE NORTH BOUNDARY OF SAID SUBDIVISION, SOUTH 89 °21'31" EAST 632.00 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 89 °21'31" EAST 200.00 FEET; THENCE SOUTH 0 °48'39" EAST 95.54 FEET; THENCE NORTH 89 °21'31" WEST 200.00 FEET; THENCE NORTH 0 °48'39" WEST 95.54 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE WESTERLY 80 FEET THEREOF. BEING KNOWN AS A PORTION OF TRACT "H ", SUNRISE VIEW ADDITION, ACCORDING TO THE UNRECORDED PLAT THEREOF. File No.: 207154089 0043CG ALTA Commitment (6/17/06) - Schedule B I Page 3 of 10 L ewata 1. title guaranty company C. Extended coverage exceptions, as follows: (1) (2) (3) File No.: 207154089 0043CG ALTA Commitment (6/17/06) - Schedule B I Page 4 of 10 • • COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part I Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: GENERAL EXCEPTIONS A. Taxes or assessments which are not shown as existing liens by the public records. B. (i) Unpatented mining claims; (ii) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (iii) water rights, claims or title to water; whether or not the matters described (I), (ii) & (iii) are shown in the public records; (iv) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. Rights or claims of parties in possession not shown by the public records. Easements, claims of easement or encumbrances which are not shown by the public records. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey and inspection of the premises and which are not shown by the public records. (4) Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. D. Any service, installation, connection, maintenance, tap, capacity, construction or reimbursement charges for sewer, water, electricity or other utilities, or for garbage collection and disposal. E. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. F. Any titles or rights asserted by anyone, including but not limited to persons, corporations, governments, or other entities, to tidelands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or gulf, or lands beyond the line of the harbor or bulkhead lines as established or changed by the United States Government, or riparian rights, if any. rstewart title guaranty company • COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part II The following are the requirements to be complied with: Item (a) Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Item (b) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record Note: Effective January 1, 1997, and pursuant to amendment of Washington state statutes relating to standardization of recorded documents, the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder. Format: Margins to be 3" on top of first page, 1" on sides and bottom, 1" on top, sides and bottom of each succeeding page. Font size of 8 points or larger and paper size of no more than 8'/2" by 14 ". No attachments on pages such as stapled or taped notary seals, pressure seals must be smudged. Information which must appear on the first page: Title or titles of document. if assignment or reconveyance reference to auditor's file number or subject deed of trust. Names of grantor(s) and grantee(s) with reference to additional names on following page(s), if any. Abbreviated legal description (lot, block, plat name or section, township, range and quarter quarter section for unplatted). Assessor's tax parcel number(s) Return address which may appear in the upper left hand 3" top margin SPECIAL EXCEPTIONS FOLLOW File No.: 207154089 0043CG ALTA Commitment (6/17/06) — Schedule B I Page 5 of 10 - stewart • title guaranty company File No.: 207154089 0043CG ALTA Commitment (6/17/06) - Schedule B I Page 6 of 10 COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part I SPECIAL EXCEPTIONS 1. AGREEMENTS, IF ANY, WHICH APPEAR IN THE PUBLIC RECORDS, RELATED TO FUTURE ASSESSMENT OBLIGATIONS NOT YET DUE AND PAYABLE. 2. EASEMENTS OR ENCROACHMENTS, IF ANY, WHICH APPEAR IN THE PUBLIC RECORDS OR ARE SHOWN ON ANY RECORDED PLAT OR SURVEY. 3. ANY RESERVATION OF MINERALS OR MINERAL RIGHTS, INCLUDING LEASE OF SAID RIGHTS APPEARING IN THE PUBLIC RECORDS. 4. COVENANTS, CONDITIONS AND RESTRICTIONS AFFECTING TITLE, IF ANY, APPEARING IN THE PUBLIC RECORDS, INCLUDING THOSE APPEARING ON ANY RECORDED PLAT OR SURVEY. 5. LIEN FOR UNPAID ASSESSMENT FOR HOMEOWNERS' ASSOCIATION DUES, IF ANY, PROVIDED BY COVENANTS. 6. GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30 THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31 YEAR: 2007 AMOUNT BILLED: $3,031.85 AMOUNT PAID: $1,515.93 AMOUNT DUE: $1,515.92, PLUS INTEREST AND PENALTY, IF DELINQUENT LEVY CODE: 2327 TAX ACCOUNT NO.: 812520 - 0480 -08 ASSESSED VALUATION: LAND: $79,000.00 IMPROVEMENTS: $173,000.00 NOTE: KING COUNTY TREASURER, 500 4 AVENUE, 6 FLOOR ADMIN. BLDG., SEATTLE, WA 98104 (206) 296 -7300 WEB ADDRESS: http: / /webapp.metrokc.gov /KCTaxinfo /. 7. LIABILITY FOR SEWER TREATMENT CAPACITY CHARGES THAT MAY BE ASSESSED BUT NOT DISCLOSED IN THE PUBLIC RECORDS. PLEASE CONTACT THE KING COUNTY CAPACITY CHARGE DEPARTMENT FOR FURTHER INFORMATION AT 206 - 296 -1450. �SteWart title guaranty company File No.: 207154089 0043CG ALTA Commitment (6/17/06) — Schedule B I Page 7 of 10 • • 8. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: MIRZA HANKIC AND ERNA HANKIC, HUSBAND AND WIFE AND DAVID STANLEY AND MARTHA R. STANLEY, HUSBAND AND WIFE TRUSTEE: PRLAP, INC. BENEFICIARY: BANK OF AMERICA, N.A. ' AMOUNT: $216,000.00 DATED: JULY 10, 2006 RECORDED: JULY 13, 2006 RECORDING NO.: 20060713001890 END OF SPECIAL EXCEPTIONS - stewart -- -title guaranty company • • Stewart Title Guaranty Company, Stewart Title Insurance Company, Stewart Title Insurance Company of Oregon, National Land Title Insurance Company, Arkansas Title Insurance Company, Charter Land Title Insurance Company. Privacy Policy Notice PURPOSE OF THIS NOTICE Title V of the Gramm - Leach - Bliley Act (GLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the institution provides you with a notice of its privacy policies and practices, such as the type of information that it collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of Stewart Title Guaranty Company, Stewart Title Insurance Company, Stewart Title Insurance Company of Oregon, National Land Title Insurance Company, Arkansas Title Insurance Company, Charter Land Title Insurance Company. We may collect nonpublic personal information about you from the following sources: • Information we receive from you, such as on applications or other forms. • Information about your transactions we secure from our files, or from our affiliates or others. • Information we receive from a consumer reporting agency. • Information that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as permitted by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing agreements: • Financial service providers such as companies engaged in banking, consumer finance, securities and insurance. • Non - financial companies such as envelope stuffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. • STEWART TITLE OF WASHINGTON Privacy Policy Notice PURPOSE OF THIS NOTICE Title V of the Gramm - Leach - Bliley Act (GLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the institution provides you with a notice of its privacy policies and practices, such as the type of information that it collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of STEWART TITLE OF WASHINGTON We may collect nonpublic personal information about you from the following sources: • Information we receive from you, such as on applications or other forms. • Information about your transactions we secure from our files, or from our affiliates or others. • Information we receive from a consumer reporting agency. • Information that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as permitted by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing agreements: • Financial service providers such as companies engaged in banking, consumer finance, securities and insurance. • Non - financial companies such as envelope stuffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. STEWART TITLE GUARANTY COMPANY, A Texas Corporation, herein called the Company, for a valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefore; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by subsequent endorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to be hereunto affixed by its duly authorized officers on the date shown on Schedule A. Company City, State Choi man or tho Board Authorized Signatory STEWART TITLE SEATAC, WASHINGTON COMMITMENT FOR TITLE INSURANCE ISSUED BY st ewart • title u g aranty company [- stem/art title guaranty company CONDITIONS AND STIPULATIONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other instrument. er 2. If the proposed Insured has or acquires actual knowledge of any defect, lie encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named Insured and such parties included under the definition of Insured in the form of policy or policies committed for any only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown. in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions, the Conditions and Stipulations, and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. p 4. Any action or actions or rights of action that the proposed Insured may have or may against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. Stew art —title guaranty company All notices required to be given the Company and any statement in writing required to be furnishe the Company shall be addressed to it at P.O. Box 2029, Houston, Texas 77252. d Stewart Title Guaranty Company, Stewart Title Insurance Company, Stewart Title Insurance Company of Oregon, National Land Title Insurance Company, Arkansas Title Insurance Company, Charter Land Title Insurance Company. Privacy Policy Notice PURPOSE OF THIS NOTICE Title V of the Gramm - Leach - Bliley Act (GLBA) directly or through its affiliates, from sharing nonpublic r p l erso al any tio you with about yo wit a a nonaffiliated third party unless the institution provides you with a notice of its privacy and practices, such as the type of information that it collects about you and the cat gor of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy of Stewart Title Guaranty Company, Stewart Title Insurance Company StewartcTitle Insurance Company of Oregon, National Land Title Insurance Company, Arkansas Title Insurance Company, Charter Land Title Insurance Company. We may collect nonpublic personal information about you from the following sources: • Information we receive from you, such as on applications or other forms. • Information about your transactions we secure from our files, or from our affiliates or others. • Information we receive from a consumer reporting agency. • Information that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as permitted by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing agreements: • Financial service providers such as companies engaged in banking, consumer finance, securities and insurance. • Non - financial companies such as envelope stuffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. Page 1 stewarf Title Officer: Title Officer: Tanya Johnson Joe Dorfman Reference: HANLEY /HANKIC 18000 International Boulevard South, Suite 510 SeaTac, Washington 98188 20 6- 770 -8700 O 888 -896- 1443 Phone: ( 770 -8717 or (253) - 882 -2040 E -mail: tjohnson @stewart.co Phone: ( 770 -8715 or ( -882 -2040 E Unit Faxes: (206)- 802 -9341 or (253) -295 2114 @stewart.cc SCHEDULE A 1. Effective Date: January 24, 2007 at 8:00 a.m. 2. Policy Or Policies To Be Issued: ( X) ALTA HOMEOWNER'S PLUS POLICY, (10/17/98) Amount: $60,000.00 HOMEOWNER'S RATE Premium: $312.00 Tax: $27.46 Proposed Insured: MIRZA HANKIC AND ERNA HANKIC, HUSBAND AND aWIFE $ 339.46 (X ) ALTA EXTENDED LOAN POLICY, (10/17/92 or 10/21/00) Amount: TO BE DETERMINED ISSUE RATE ETERPJIINED Premium: Tax: Total: Proposed Insured: A PLUS MORTGAGE, ITS SUCCESSORS AND /OR ASSIGNS $ 0.00 3. The estate or interest in the land described or referred to in this Commitment covered herein is: and FEE SIMPLE ESTATE 4. Title to said estate or interest in said land is at the effective date hereof vested J. HANLEY AND KAREN E. HANLEY, WHO ACQUIRED d in: MARTEN, HUSBAND AND WIFE TITLE AS KAREN 5. The land referred to in this commitment is described in Exhibit "A ". Order Number: 207147379 Order Number: 207147379 Order Number: 207147379 EXHIBIT "A" THE WEST 80 FEET OF THE FOLLOWING DESCRIBED PROPERTY: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.MI., IN KING COUNTY WASHINGTON; AND RUNNING THENCE ALONG THE WEST BOUNDARY LINE OF SAID SUBDIVISION SOUTH 0 ° 48'39" EAST 221.08 FEET; THENCE PARALLEL TO THE NORTH BOUNDARY LINE OF SAID SUBDIVISION, SOUTH 89 ° 21;31" EAST 632 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 89 ° 21;31" EAST 200.00 FEET; THENCE SOUTH 0 ° 48'39" EAST 191.08 FEET; THENCE NORTH 89 ° 21'31" WEST 200 FEET; THENCE NORTH 0 ° 48'39" WEST 191.08 FEET TO THE TRUE POINT OF BEGINNING; (BEING KNOWN AS THE WEST 80 FEET OF TRACTS G AND H, SUNRISE VI EW ADDITION, ACCORDING TO THE UNRECORDED PLAT THEREOF). Page 2 SCHEDULE B - SECTION 1 THE FOLLOWING ARE THE REQUIREMENTS TO BE COMPLIED WITH: ITEM (A) PAYMENT TO OR FOR THE ACCOUNT OF THE GRANTORS OR MORTGAGORS OF THE FULL CONSIDERATION FOR THE ESTATE OR INTEREST TO BE INSURED. ITEM (B) PROPER INSTRUMENT(S) CREATING THE ESTATE OR INTEREST TO INSURED MUST BE EXECUTED AND DULY FILED FOR RECORD BE NOTE: FORMAT: EFFECTIVE JANUARY 1, 1997, AND PURSUANT TO AMENDMENT OF WASHINGTON STATE STATUTES RELATING TO S TANDARDIZATION OF RECORDED DOCUMENTS, THE FOLLOWING FORMAT AND CONTENT REQUIREMENTS MUST BE MET. FAILURE TO COMPLY MAY RESULT IN REJECTION OF THE DOCUMENT BY THE RECORDER. MARGINS TO BE 3" ON TOP OF FIRST PAGE, 1" ON SIDES AND BOTTOM, 1" ON TOP, SIDES AND BOTTOM OF EACH SUCCEEDING PAGE. FONT SIZE OF 8 POINTS OR LARGER AND PAPER SIZE OF NO MORE THAN 8 %" BY 14 ". NO ATTACHMENTS ON PAGES SUCH AS STAPLED OR TAPED NOTARY SEALS, PRESSURE SEALS MUST BE SMUDGED. INFORMATION WHICH MUST APPEAR ON THE FIRST PAGE: TITLE OR TITLES OF DOCUMENT. IF ASSIGNMENT OR RECONVEYANCE REFERENCE TO AUDITOR'S FILE NUMBER OR SUBJECT DEED OF TRUST. NAMES OF GRANTOR(S) AND GRANTEE(S) WITH REFERENCE TO ADDITIONAL NAMES ON FOLLOWING PAGE(S), IF ANY. ABBREVIATED LEGAL DESCRIPTION (LOT, BLOCK, PLAT NAME OR SECTION, TOWNSHIP, RANGE AND QUARTER QUARTER SECTION FOR UNPLATTED . ASSESSOR'S TAX PARCEL NUMBER(S) ) RETURN ADDRESS WHICH MAY APPEAR IN THE UPPER LEFT HAND 3" TOP MARGIN Order Number: 207147379 Page 3 SCHEDULE B - SECTION 2 GENERAL EXCEPTIONS THE POLICY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE FOLLOWING UNLESS THE SAME ARE DISPOSED OF TO THE SATISFACTION OF THE COMPANY. A. TAXES OR ASSESSMENTS WHICH ARE NOT SHOWN AS EXISTING LIENS BY THE RECORDS OF ANY TAXING AUTHORITY THAT LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR BY THE PUBLIC RECORDS. B. ANY FACTS, RIGHTS, INTEREST, OR CLAIMS WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS BUT WHICH COULD BE ASCERTAINED BY AN INSPECTION OF SAID LAND OR BY MAKING INQUIRY OF PERSONS IN POSSESSION THEREOF. C. EASEMENTS, CLAIMS OF EASEMENT OR ENCUMBRANCES WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS. D. DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGE IN AREA, ENCROACHMENTS, OR ANY OTHER FACTS WHICH A CORRECT SURVEY WOULD DISCLOSE, AND WHICH ARE NOT SHOWN BY PUBLIC RECORDS. E. (A) UNPATENTED MINING CLAIMS, (B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF; (C) WATER RIGHTS, CLAIMS OR TITLE TO WATER; WHETHER OR NOT THE MATTERS EXCEPTED UNDER (A), (B) OR (C) ARE SHOWN BY THE PUBLIC RECORDS, (D) INDIAN TRIBAL CODES OR REGULATIONS, INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING EASEMENTS OR EQUITABLE SERVITUDES. F. ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR OR MATERIAL THERETOFORE OR HEREAFTER FURNISHED, IMPOSED BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS. G. ANY SERVICE, INSTALLATION, CONNECTION, MAINTENANCE, CONSTRUCTION, TAP OR REIMBURSEMENT CHARGES /COSTS FOR SEWER, WATER, GARBAGE OR ELECTRICITY. H. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY, CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES OF RECORD FOR VALUE THE ESTATE OR INTEREST OR MORTGAGES THEREON COVERED BY THIS COMMITMENT. END OF GENERAL EXCEPTIONS Order Number: 207147379 Page 4 SCHEDULE B - SECTION 2 CONTINUED SPECIAL EXCEPTIONS 1. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN AS GRANTED IN INSTRUMENT: RECORDED: JULY 25, 1940 RECORDING NO.(S): 3112960 IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY FOR THE RIGHT TO ENTER SAID PREMISES TO OPERATE, MAINTAIN AND REPAIR AN ELECTRIC TRANSMISSION AND /OR DISTRIBUTION SYSTEM LOCATED IN THE STREET ADJOINING SAID • PREMISES, TOGETHER WITH THE RIGHT TO CUT BRUSH AND TREES, WHICH MAY CONSTITUTE A DANGER TO SAID LINES. 2. TERMS AND CONDITIONS OF ORDINANCE NO. 1205: RECORDED: FEBRUARY 25, 1981 RECORDING NO.: 8102250433 3 LIEN OF THE REAL ESTATE EXCISE SALES TAX AND SURCHARGE UPON ANY SALE OF SAID PREMISES, IF UNPAID. AS OF THE DATE HEREIN, THE EXCISE TAX RATE FOR CITY OF TUKWILA IS 1.78 %. 4. OWNERS POLICY COVERAGE TO BE VERIFIED THROUGH WRITTEN INSTRUCTION OR A COMPLETE COPY OF THE PURCHASE AND SALE AGREEMENT SHOULD BE SUBMITTED. 5. GENERAL TAXES, WHICH AMOUNT CANNOT BE PAID UNTIL FEBRUARY 15, 2007. YEAR: 2007 AMOUNT: $3,139.72 LEVY CODE: 2327 TAX ACCOUNT NO.: 812520- 0483 -05 ASSESSED VALUATION: LAND: $ 73,000.00 IMPROVEMENTS: $188,000.00 TAXES FOR THE YEAR 2007 HAVE NOT BEEN CERTIFIED BY THE ASSESSOR'S OFFICE AND ARE SUBJECT TO CHANGE. NOTE: KING COUNTY TREASURER, 500 4 AVENUE, 6 FLOOR ADMIN. BLDG., SEATTLE, WA 98104 (206) 296 -7300 WEB ADDRESS: http:/ /webapp.metrokc.gov /KCTaxinfo /. Order Number: 207147379 Page 5 6. . LIABILITY FOR SEWER TREATMENT CAPACITY CHARGES THAT MAY BE ASSESSED BUT NOT DISCLOSED IN THE PUBLIC RECORDS. PLEASE CONTACT THE KING COUNTY CAPACITY CHARGE DEPARTMENT FOR FURTHER INFORMATION AT 206 - 296 -1450. 7. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: WILLIAM J. HANLEY AND KAREN E. HANLEY, WHO ACQUIRED TITLE AS KAREN MARTEN, HUSBAND TRUSTEE: AND WIFE STEWART TITLE BENEFICIARY: WASHINGTON MUTUAL BANK AMOUNT: $80,000.00 DATED: JULY 18, 2003 RECORDED: JULY 24, 2003 RECORDING NO.: 20030724001705 NOTE: THIS DEED OF TRUST CONTAINS LINE OF CREDIT PRIVILEGES. IF THE CURRENT BALANCE OWING ON SAID OBLIGATION IS TO BE PAID IN FULL IN THE FORTHCOMING TRANSACTION, CONFIRMATION SHOULD BE MADE THAT THE BENEFICIARY WILL ISSUE A PROPER REQUEST FOR FULL RECONVEYANCE. 8. WE NOTE THE TOTAL ASSESSED VALUE OF THE HEREIN DESCRIBED PROPERTY, ACCORDING TO THE KING COUNTY ASSESSOR'S TAX ROLLS, IS $261,000.00. THE COUNTY EXCISE DEPARTMENT WILL REQUIRE A LETTER REGARDING THE SALES PRICE OF $60,000.00 BE ATTACHED TO THE FORTHCOMING EXCISE TAX AFFIDAVIT, DUE TO THE FACT THAT THE SALES PRICE IS CONSIDERABLY LOWER THAN THE ASSESSED VALUE. THE ATTACHMENT OF THE AFOREMENTIONED LETTER IS NOT A GUARANTEE THAT SAID CONVEYANCE WILL NOT BE SUBJECT TO ADDITIONAL TAX WHEN REVIEWED AT THE DEPARTMENT OF REVENUE AT THE STATE LEVEL. END OF SCHEDULE B Order Number: 207147379 Page 6 NOTES: LLF NOTE A: SO THAT WE MAY COMPLY WITH ALL LENDER REQUIREMENTS AND ENDORSEMENTS, PLEASE ENCLOSE A COMPLETE COPY OF THE LENDER'S INSTRUCTIONS WITH THE RECORDING PACKAGE. ALL KING COUNTY PACKAGES NOT USING AN EXCISE FORM ARE NOW RECORDED ELECTRONICALLY. PLEASE ADD $3.00 TO THE RECORDING FEE FOR EACH ELECTRONICALLY RECORDED DOCUMENT. IN ORDER TO ASSURE TIMELY RECORDING ALL RECORDING PACKAGES SHOULD BE SENT TO STEWART TITLE 18000 INTERNATIONAL BLVD., SUITE 510 SEATAC, WASHINGTON 98188 ATTN: RECORDER NOTE B: THE DESCRIPTION CAN BE ABBREVIATED AS SUGGESTED BELOW IF NECESSARY TO MEET STANDARDIZATION REQUIREMENTS. THE FULL TEXT OF THE DESCRIPTION MUST APPEAR IN THE DOCUMENT(S) TO BE INSURED. PTN. NW Y4, SW /, 26 -23 -04 NOTE C: ALL MATTERS REGARDING EXTENDED COVERAGE HAVE BEEN CLEARED FOR MORTGAGEE'S POLICY. EXCEPTIONS A THROUGH H SHOWN IN SCHEDULE B HEREIN WILL BE OMITTED IN SAID EXTENDED COVERAGE MORTGAGEE'S POLICY. ADDRESS OF PROPERTY: 5162 SOUTH 170TH STREET TUKWILA, WASHINGTON 98188 NOTE D: ACCORDING TO THE APPLICATION FOR TITLE INSURANCE, TITLE IS TO VEST IN MIRZA HANKIC AND ERNA HANKIC. EXAMINATION OF THE RECORDS DISCLOSES NO MATTERS PENDING AGAINST SAID PARTY(IES). CHAIN OF TITLE NOTE: THE FOLLOWING DEED(S) AFFECTING SAID LAND WAS (WERE) RECORDED WITHIN 24 MONTHS OF THE DATE OF THIS COMMITMENT: NONE THE ABOVE INFORMATION IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY AND NO LIABILITY SHALL ARISE THEREFROM. Order Number: 207147379 Page 7 • Copies to: A PLUS MORTGAGE /TUKWILA 7200 SOUTH 180TH, SUITE 103 TUKWILA, WA 98188 ATTENTION: MIRZA HANKIC • Order Number: 207147379 NOTES: • NOTE A: SO THAT WE MAY COMPLY WITH ALL LENDER REQUIREMENTS AND ENDORSEMENTS, PLEASE ENCLOSE A COMPLETE COPY OF THE LENDER'S INSTRUCTIONS WITH THE RECORDING PACKAGE. ALL KING COUNTY PACKAGES NOT USING AN EXCISE FORM ARE NOW RECORDED ELECTRONICALLY. PLEASE ADD $3.00 TO THE RECORDING FEE FOR EACH ELECTRONICALLY RECORDED DOCUMENT. IN ORDER TO ASSURE TIMELY RECORDING ALL RECORDING PACKAGES SHOULD BE SENT TO: STEWART TITLE 18000 INTERNATIONAL BLVD., SUITE 510 SEATAC, WASHINGTON 98188 ATTN: RECORDER NOTE B: THE DESCRIPTION CAN BE ABBREVIATED AS SUGGESTED BELOW IF NECESSARY TO MEET STANDARDIZATION REQUIREMENTS. THE FULL TEXT OF THE DESCRIPTION MUST APPEAR IN THE DOCUMENT(S) TO BE INSURED. PTNS. TRS. G AND H, SUNRISE VIEW ADD., SUNRISE VIEW ADDITION, UNRECORDED NOTE C: ALL MATTERS REGARDING EXTENDED COVERAGE HAVE BEEN CLEARED FOR MORTGAGEE'S POLICY. EXCEPTIONS A THROUGH H SHOWN IN SCHEDULE B HEREIN WILL BE OMITTED IN SAID EXTENDED COVERAGE MORTGAGEE'S POLICY. CHAIN OF TITLE NOTE: THE FOLLOWING DEED(S) AFFECTING SAID LAND WAS (WERE) RECORDED WITHIN 24 MONTHS OF THE DATE OF THIS COMMITMENT: GRANTOR: GRANTEE: RECORDING NUMBER: THE ABOVE INFORMATION IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY AND NO LIABILITY SHALL ARISE THEREFROM. File No.: 207154089 0043CG ALTA Commitment (6/17/06) — Schedule B I Page 8 of 10 WALTER J. GETTSY AND PHYLLIS A. GETTSY, HUSBAND AND WIFE MIRZA HANKIC AND ERNA HANKIC, HUSBAND AND WIFE AND DAVID M. STANLEY AND MARTHA R. STANLEY, HUSBAND AND WIFE 20060713001889 F stewart title guaranty company File No.: 207154089 0043CG ALTA Commitment (6/17/06) — Schedule B I Page 9 of 10 • • 1-- stew a t title guaranty company Copies to: A PLUS MORTGAGE/TUKWILA 7200 SOUTH 180TH, SUITE 103 TUKWILA, WA 98188 ATTENTION: MIRZA HANKIC THE TALON GROUP /RENTON 2300 EAST VALLEY HIGHWAY, SUITE C -1 RENTON, WA 98055 ATTENTION: BARBARA SHAW File No.: 207154089 0043CG ALTA Commitment (6/17/06) - Schedule B I Page 10 of 10 • • stewart title guaranty company r- S itle tewart • t This sketch is provided without charge for information. It is not intended to show all matters related to the property including, but not limited to area, dimensions, encroachments or locations of boundaries. It's not a part of, nor does it modify, the commitment or policy to which it is attached. The company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. 4, 9% T1 I li f r, o ti r o r 0 N S s. ORDER NO:. 207154089 t N 5 ii(m/e4_c_ sktry/- 126 It/iv 4 / 6F resid/4,h_Aj Ats eek,A9 001 _51 6921' il . # u _71 _.E4th _ . col/ / 7. 5/ 22-07.7 - • k vi=1 5. . / y 07.Ce.f..y 4u. u n di/v. na _se,kty,r, .5, $4--- /cSJiL _ ( Al 1, (93 - 5 a _542sympud. fl iiI k . to g e ...17nzviA %L_Ve c o 1z 4 i 5 1 _ ? ? 1 5 f . 1 0 eS . y o - d d' k , 519 _ oy44_ e rit1 .-ea01(1 1.01 - fkreci c ts( a4,c iv_ (/5. . Yc1c . _ leP k#ck Snutl c4v e p7" i e7/41 )- /a #3 &Jill &sa a, 4 J o w.fr ? /--/-ri-thel-n *ea cGt. "Le 0-11_ f th 0 / I tvee,e4 aiv IS- w ick., • 1"z" -ex shez et, ck 12e,- 131 l en2140/291 /6 / ci -kg neites be_ vzvI ea.& Sem uto raw: 'Nes _ Slie = Affyfft±50.11 cce .55 6 fiP s_47/4.-ivy-es - exy_r_s15. t ea, at 64/a& 15_64_ ticK5 - 1 - -2- ij L , _ _ a L c1,i k 7 A / 6 Nge‘e CM/Ifle ik) ,Sect if chcL — 2 0 ' I imezP - la /n_del C.A€A)-e ( its-6/ c-1 7:4e,u64 \i)' c7iL/YIth hh/7.9 /ma oici-frae nJ iidatee 1141/1 61- lb lir alt.e-c. td7e 5 Creavev,_914s tALtLe&cf_.-in_f<creird_priyz, f _4u_r_ass /et / neP 2- AtetipdataeLcc_ a i fe-fr ngd_ N , A-I (Part A To be completed by applicant Site Address: 5162 So 170th St & 16833 53rd Ave S (attach map and legal description showing hydrant location and size of main):. er Information: Owner Name: Hankic /Stanley CITY OF TU/(Wi_.,. Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Owner Address: 4207 So 168th St., Tukwila, WA 98188 Owner Phone: 206-683-1685 This certificate is for the purposes of: 4 SFR WI BUILDING PERMIT I I COMMERCIAL INDUSTRIAL I I REZONE Estimated number of service connection and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is Area is served by (Water Utility District:) Owner /Agent Signature 'IPART B: To Be completed by water u tility di 2. No improvements required. L_J The proposed project is within I hereby certify that the above information is true and [V PRELIMINARY PLAT TUKWILA HIGHLINE WATER DISTRICT / 206 - 824 -037 By Agency /Phone THOMAS KEOWN DISTRICT ENGINEER elakIVED uJL 1 8 2007 1., UKWILA 206- 431 -3670 CERTIFICATE OF WATER .ABILITY RECEIVED Required only if outside of City of Tukwila Water District Agent/Contact Person:: Agent /Contact: Agent Address: Contact Phone: HIGHLINE WATER DISTRICT Date Permit C Building Division: 206 - 431 - 3670 Public Works Department: 206 - 433 - 0179 Planning Division: PERMIT NO.: La Anna Nguyen, Concept Group 650 So Orcas Ste 214 Seattle, WA 98108 206 - 856 -2388 LI SHORT SUBDIVISION Li OTHER Four - two existing & two new 10' +- See attached map for hydrant locations 1 JUN 1 3 2007 COhirviUi.i 1Y /King The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to Mal. the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: Based upon the improvements listed above, water can be provided will be available at the site with a flow of 2663.90 gpm at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure /fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure /flow information available for Customer's intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer is responsible to field verify the specific water pressure and fire flow at Customers specific location for Customer's specific needs. 5. Water Availability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in item B -3 are met. System is not capable of providing service to this project (City/County) 5/30/2007 Date Print Report for 5162 S. 170th St. & 16833 53rd Ave. S. @ hydrant #H2247 Date: Tuesday, May 29, 2007, Time: 15:03:13, Page 1 Static Fire -Flow Residual ID Pressure Demand Pressure (psi) (gpm) (psi) Available Available Flow Flow @Hydrant Pressure (gpm) (psi) 2009 134.22 1,000.00 114.96 2,663.90 20.07 Date: 5/30/2007 Section # SW26-23-04 Page # 83 Service Installation W Size Meter Hang ❑ Size 3/4 # ERU's 2 See Notes Service Address: 168XX 53rd Ave So Tukwila 98188 Plat Name Hankie /Stanley Lot # 3 & 4 Owner Hankie /Stanley Phone# 206- 683 -1685 E -Mail Address Fax # Agent Anna Nguyen Phone# 206 - 856 -2388 Mailing Address City Zip Service Installation / Meter Hang & Facility Fees Itemized Charges Amount Notes: LFC: Previously Paid New services to be charged time and materials for installation. A bid for service installation will be provided when service is requested. Service installation bid amount and facility charges must be paid in full prior to service installation. Service Installation so.00 See Attached Estimate General Facility Charge $4,200.00 2 ERU's X $2,100.00 Local Facility Charge $0.00 0 SF X $.40 per SF Meter Hang Fee $0.00 MXU $0.00 Other $0.00 Total Due: $4,200.00 Customer Notified By Polly PROPOSED USE: SFR NOTES: Fees subject to change without notice. Actual prices will be provided when water service is requested. Prepared By: Polly Daigle Date 5/30/2007 Reviewed By: Tom Keown Date c — c1 Thomas Keown, P.E., Construction /Operations Department Manager 10-ILINE WATER DISTRICT 1111 Meter Application /Statement of Charges FUTURE J 14658 02306 • cO CO 03 Pe) Cs4 03 M CO 100.0 0 50 6 AC, 0 KCSP787005 .596-91 16818 JTRArT 07) ✓'� zt- 91.50„ N C h N 100 CO "N N in m 75.0 4 "AC M N 104.95 2 CO CO0 75.0 S 8812010154 LOT 2 M /5.0 O `.to a, 160 K 81 -17 LOT 101.67" E h' M H2248 r 12' A 75.0 w CO 003 N. tn roi co SEA —TAC CITY LIMITS K.C.C. AM. 8820 820120 0034 16819 LOT 3 LOT 2 102.03 20 F c t J 100 85 .5967a980 232.07 ¶02.03 AL 80 2V' 73 to k In in k N 1,6659 M2806 58838162 162.0 16655 0 M2805 7 58838161 °O V1779 CONTRAC —3 8C/8 S. 70TH ST X175.34 Lo LOT 2 TUK 85- 03 —SS- 8504040810 V1770 0 15 o TUU.S 16807 LOT 1 ,`Lj cm .298 130.04 16813 LOT 1 0 58&9f69 0 16825 G .598.192012 f 15.54 .59&19181 H 16833 0 120 17003 c 130 I- 30 rgi 0 V1776 c N- rn d +-n N N H J U I- 780 781 J F– N Z - 16' 37 a 06 I I • 16660 LOT 1 8 3%18 162.25 '9&.1770 116650 t-1 M2788 58837818 M o 2 2 011 1 \ FUTURE \ 168116 �\ 588J7822' 16828 37.196270' 16836 �\ 38670775\ 5867077 \ \ \ 701.x22-- . ` 1.1012 L ci3 17000 —X- 29' 30 31 . 32 Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other X Short Subdivision ❑ Rezone Pro osed Use: isi Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: RNt 1,)bU`gw Phone: (` ) 45S — oia5 Property Address or Approximate Location: t Lot Number: 20 ilk J. Legal Description(Attach Map and Legal Description necessary): — 1 —. 1.- - `) 5Da - 0 1 4 O Sep ATM OD g1a —o4'T Part B: (To Be Completed by Sewer Agency) 1. a a. Sewer Service will be provided by side sewer connection only to an existing la size sewer e' N lest -free► 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. Era. 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: PERMIT: $ a. District Connection Charges due prior to connection: 4 gE E" L L)T C'1- GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $ 5195 .65 /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: Of Required ❑ May be Required c. Other: By I hereby ce from Residential: $50 f igna 14816 Military Routh P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Commercial: $100 ❑ Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability above sewer agency information is true. This certification shall be valid for one year Cdd re Title Date • CO!Yi(b LIMTy' LOPE4E.-t T • • ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate"). 1. This Certificate is valid only for the real property referenced herein ( "Property"), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. 1 acknowledge that I have received the Certificate ofSewerAvailability/ Non - Availability and this Attachment, and ly understand the terms and conditions herein. pp icant's Sign re Date Stanley /Hankic Short Plat Parcel A — 8125200480 16833 53 Ave South Parcel B — 8125200483 5162 — South 170 Street • • PARCEL A BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; AND RUNNING THENCE ALONG THE WEST BOUNDARY OF SAID SUBDIVISION, SOUTH 00'48'39" EAST 221.08 FEET; THENCE PARALLEL TO THE NORTH BOUNDARY OF SAID SUBDIVISION. SOUTH 89'21'31" EAST 632.00 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 89'21'31" EAST 200.00 FEET; THENCE SOUTH 00'48'39" EAST 95.54 FEET; THENCE NORTH 89'21'31" WEST 200.00 FEET; THENCE NORTH 00'48'39" WEST 95.54 FEET TO THE POINT OF BEGINNING. EXCEPT THE NORTHERLY 80 FEET THEREOF; AND EXCEPT THE WESTERLY 80 FEET THEREOF. (ALSO KNOWN AS A PORTION OF TRACTS "G ", SUNRISE VIEW ADDITION, ACCORDING TO THE UNRECORDED PLAT THEREOF.) PARCEL B BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; AND RUNNING THENCE ALONG THE WEST BOUNDARY OF SAID SUBDIVISION, SOUTH 00'48'39" EAST 316.62 FEET; THENCE PARALLEL TO THE NORTH BOUNDARY OF SAID SUBDIVISION, SOUTH 89'21'31" EAST 632.00 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 89'21'31" EAST 200.00 FEET; THENCE SOUTH 00'48'39" EAST 95.54 FEET; THENCE NORTH 89'21'31" WEST 200.00 FEET; THENCE NORTH 00'48'39" WEST 95.54 FEET TO THE POINT OF BEGINNING. EXCEPT THE NORTHERLY 80 FEET THEREOF; ALSO KNOWN AS A PORTION OF TRACTS "H", SUNRISE VIEW ADDITION, ACCORDING TO THE UNRECORDED PLAT THEREOF. CITY OF TUKWILA Public Works Departmen Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.cltukwila.wa.us I SITE LOCATION Site Address: (G I I C ti �'l/ Pty / . 1 Suite Number: Tenant Name: Property Owners Name: W J M P IZ TE Mailing Address: Zip Type of Existing Use: REST Dr-t,1T? At. Is existing building vacant? N 0 Name: t1i NeAPI E I P. e Type of work: 54 New ❑ Addition ❑ Change of use Type of Proposed Use: IZ I DS .S 1 PROPERTY O ER OR UTHORIZED AGENT: Signature: ( Atha fdY d2dfl eKS Print Name: Ail l ii& ��Q i.t Mailing Address: (pC7 . /SP2GHS SF. /",mil 4 PACyndKoneurreney & Import PealTnfe Cacarasy Application 3.2LO7.doe Permit No. LOO - 03 Project No. (For office use only) TRAFFIC CONCURRENCY CERTIFICATE APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print** King Co. Assessor's Tax No.: O a 500 0. }kArn> Le •-1 City Size of Existing Use: For how long? r \ /A State CONTACT PERSON - Who do we contact when your concurrency certificate is ready to be issued Day Telephone: (2C0 (i5 — 0105 Mailing Address: (Da) S) • /,,2/ ? Sf . I SSA - fTLE 1 11O State Zip E-Mail Address: canna_ ( -I r rc. T o p a- t - g V P . ( btY1 Fax Number: (eXAD) (per$ - b I a l Scope of Work (please provide detailed information): 1or-1- Fl a+ ex 1441 2 ►t r fI rt 4 in61e . kl Icy ❑ Remodel ❑ Tenant Improvement Size of Proposed Use: 2.00X)}' SF retz 1.GT I PERMIT APPLICATION NOTES - Expiration — The concurrency test notice shall expire 90 days after issuance unless the applicant submits a SEPA or other documentation pursuant to TMC 21.04. If the submittal is made within 90 days, the test notice shall be valid for one calendar year from the date of issuance of the notice. Once the associated development permit or building permit is approved, the final concurrency certificate shall be valid for 2 years or as long as the developer possesses a valid building permit for the development. Extensions may be granted in accordance with TMC 9.50. Transferability — A certificate of concurrency is not transferable to other land, but may be transferred to new owners of the original land. A certificate of concurrency shall apply only to the specific land use, density, and intensity described in the application for a development permit or building permit. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date: 4 1/94/ 0 7 Day Telephone: ( 2dD) le C R C) I a S 4,1-G►-14 - 6 . !•UFO %(O' City State Zip Date Application Accepted: Date Application Expires: Staff Initials: i Page 1 of 2 FOR STAFF USE ONLY Permits Plus Type: P -SS Planner: ` 1 ajmie V.,ea File Number: LO) — 0 Application Complete (Date: PP P ( ) Pr oject File Number: 1✓ Project � R- — 0 1 Er Application Incomplete (Date: ) Other File Numbers: • CITY OF TUKWILA 1 f M° Department of Community Development o cv,,,,, ��� . Telephone: hone: 206 31 -3670 FAX (206) 431 3665 � P ( ) ( ) E - mail: tukplan@a,ci.tukwila.wa.us APPLICATION NAME OF PROJECT/DEVELOPMENT: STajoi --/ /,�a, s 1 3 2.4 - LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. / G g3 S - SS's'' A-Je s. /374.2 S. 1700 Cr. LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). g /QS &oo4Bo DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner /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: {mod. P4-1-.6..A) 1 PE Phone: E -mail: Signature: SHORT PLAT (P -SS) Address: .6.5 S . .2-C,4- S i : .S7di 7 -2/ S GO" 9 /OS � 6 - .6 S" - O /.2S Fri • 5 FAX: 2 o6 - 4.3 O/a - 7 ii co/14 %w Date: y /30/ 07 P:\Plannina Forms \ Applications \ShortPlat- 12- 06.doc. December 4. 2006 Check items .. With .. submitted . application Information Required. . '` � 1 t ` 2091 cC3at1 � p ) �• M ay be waived in unusual cases, upon approval of Public Works and /or. PIa Mtrt PPi j APPLICATION MATERIALS: l< 1. Application Checklist (1 copy) indicating items submitted with application. - ✓ 2. Completed Application Form and drawings ('4lcopifs). 3. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 ocpiattaclied). - 1/ 4. One set of all plans reduced to either 8 1/2" by 11" or 11" by 17 ". 5. Application Fee — up to 4 lots in LDR 5851 other zones $1,170. - 5 to 9 lots in all zones $1,170. fU /16.- 6. SEPA Environmental Checklist (for projects with 5 -9 lots or cut/fill over 500 cubic yards see SEPA Application Packet) PUBLIC NOTICE MATERIALS: 10 /4__. 7. If the project requires SEPA review or involves a short plat of 5 —9 lots: Payment of a $365 notice board fee to FastSigns Tukwila or Provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). /1/43 / 8. If the project involves a short plat of 5 —9 lots: Payment of a $100 mailing label fee to the City of Tukwila or Provide one set of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple - family buildings - -e.g. apartments, condos, trailer parks- -must be included (see Public Notice Mailing Label Handout). /A 9. If the project involves a short plat of 5 —9 lots: If providing own labels King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. PROJECT DESCRIPTION AND ANALYSIS: y ✓ 10. Title Report: must clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, must be dated within 45 days of application filing (tw oo c pies ). 11. Sewer and water availability letters are required from the provider district if the area is not serviced by the City of Tukwila. Forms are available at the DCD office. " // 12. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines (online at www.ci.tukwila.wa.us /dcd/dcdplan.htm) for additional information. 13. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet. COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206 -431 -3670 (Department of Community Development) and 206 -433 -0179 (Department of Public Works). P:\Plannine Fe= \ Applications \ShortPlat- 12- 06.doc, December 4, 2006 Check items submitted . with, :application Information Regrirrl. W - .. 'May be waived, in unusual cases, upon approval of Public-Works and/or Planning - - - PLAT SURVEY: a template is available from the City in AutoCAD format ✓ 14 (a) The plat survey must include the name of the plat, graphic scale, space for the City of Tukwila file number and north arrow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.060 A. This shall be stamped by the surveyor. - ✓ (b) Legal descriptions of the existing and proposed lots. 1/ (c) All applicable certificates and approvals (listed on the template, see TMC 17.04.060). _ 1/ (d) Existing and proposed lot lines shown solid with new lines called out and lot lines to be removed shown dashed. ✓ (e) Lot and block numbers beginning with the number one (1) and numbered consecutively without omission or duplication. (f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for residential). - ✓ (g) Dash in required setback distances from all parcel lot lines. (h) Fire access lanes and turn - arounds per Fire Department standards. V / (i) Location of all tracts to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. - ✓ (j) Locations of existing and proposed public street rights -of -way and private access easements. (k) Location, dimension and purpose of existing and proposed easements. Provide recorded documents which identify the nature and extent of existing easements. l7 (I) Vicinity Map with site location, does not have to be to scale. LANDSCAPE PLAN: for 5 -9 lot short plats or Planned Residential Developments only ■/ /� !� 15 (a) Landscape planting plan stamped and signed by a Washington State licensed landscape architect. Plan must include at least one tree in the front yard of each lot and meet Public Works standards (TMC 17.20.030 G). Plans must include the type, quantity, spacing and location of all plantings. Maximum sheet size 24" x 36 ". N /� (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN: /•) � /4 ` 16 (a) Plan showing the location of all sensitive areas (e.g. streams, wetlands, slopes over 15 %, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36 ". /J /A (b) Location of all required sensitive area buffers, setbacks, tracts and protection measures. /V/ (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. (d) Show proposed lot and tract lines. CIVIL PLANS: . V 17. f� (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36 ". / / (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. See www.ci.tukwila.wa.us /pubwks /bulletins /floodcontrol.pdf for further information — V (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft. P:\Plannine FonnsW oolications\ShortPlat- 12- 06.doc. December 4, 2006 'heck ite t tb�^•+ Y` i' Info p4 } / L. y : i X` 1. , }* u+ -f F'; 'C� AU.e! A 7 q 1'U t 4+d � e h � � n c ppra t� 1a Wo ks artd/ Planning beyond the property line). = ✓ (d) Total expected cut and fill for plat buildout. (e) Existing and proposed utility improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. (f) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to www.ci. tukwila. wa. us /pubwks /pwpermit.htm #techinfo. ". ✓ (g) Locate the nearest existing hydrant and all proposed hydrants. (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. V (i) Plan, profile and cross - section for any right -of -way improvements. ✓ (j) Show access to lots, driveways, parking areas, fire access lanes and turn- arounds. (k) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. Show the expected location of all new buildings. ►/ (1) Show proposed lot, tract and easement lines. Itse P:\Planning FormsW pplications\SbortPlat- 12- 06.doc, December 4, 2006 DRIVEWAY (CONCRETE) 4' FOOTING DRAIN S89'21'31 "E 80.03 4" ROOF DRAIN • 2.0% (MIN) (TYPICAL) SEWER DOWNSPOUT (TYPICAL) 7.74 WATER STORM AREA OF NO— DISTURBANCE (HATCHED) NAME: Minhas Residence LOT NO. 3 SITEADRESS SIXX S 170th St Tukwila, WA PARCEL NUMBER 812520-0482 LEGAL DESCRIPTION.• SUNRISE VIEW -UN TUKWILA SHORT P 20090226900002 SD OF SD UNREC PLAT FT PLat Block: PW Lot G-H OWNER: MINHAS S)KH3IT SINGH+RUPIND PHONE: (425) 235 -6300 DESIGN.•. Urban Design Group CONTACT: Alecey Ancheyev PHONE: 206-838-8250 LOT ZONING: R LOT 3 OF TLO7-039 BEING ii BUILDING d IMPERVIOUS COVERAGE CALCULA77O10 GROSS LOT AREA 7,319 Sq. Ft. ✓ BUILDING COVERAGE CALCULATIONS Building 2,452 Sq Ft Porch (a) FRONT 32Sq Ft TOTAL: 2,484Sq Ft BUILDING COVERAGE: 33.9% Wav t nLc?I,� zit eiv.x IMPRRRVIOUS GOVERAGE CALCULATIONS Building 2,466 Sq Ft D r i v e w a y 1,280 S q F t 1 ., R Porch @ FRONT 36 Sq Ft Patio 264 Sq Ft TOTAL 4,046 Sq Ft IMPERVIOUS COVERAGE: 55.28% 8:H FTOFE120 TO WOW? • our NAIL •.orn Si Curt (OM am 1100111011011107 n 11.0.1•10 •aO a•YS C 1/5111 10K m 011011091 (CCTV yr Nor OM It m woo MIL IR • o as new iuxrn0c YEW tam WOO 4'- PRESERVING VEGETATION CONSTRUCTION ACCESS 10 it ••m•u TOMMY 0101 .IO16oa1 TO aao MO r s nut UMW a WACO IT =DOW • a ao us r ',Man � 0rtnmuc -naua nmo runm■OR(nlln la= 1101. MOM WI .10 mlry =MEL a roe COMM= me M [c 101 110101 Of= me It 1111030110 r CS m 1001011T 010101.11 ID r01R Min n Al1003.•0 •11000. Cl•mr SO[C R.ArnOac E1.20 E1.25 0s uc E2.10 S4a ®10111NLL 111111101 NL /WS O Y R ITN 10101 4nIC JO MOM{ MEM ROaa Cal Oa MO O .ORO tfa•® •® ILL r ®Om URBAN OEHIGN GROUP URBAN DEBIGN GROUP 879 RAINIER AVE N. SUITE A -200 RENTON, WA 98057 • PHONE: (208) 838 -8250 • EMAIL: ADMIN@Q URBANDEBIGNE.UB OWNER; MINHAS DI DRAWN BY: AVA DATE ISSUED: 03.07.13 REVISED: SITE PLAN GRAPHIC SCALE MO IM1 Ir MI' 1 bah - u R RECEIVED CITY OF TUKWILA MAR 2 7 2013 PERMIT CENTER o. uu JouTncenTer nouievara, I UKWIIO, WA `J81 rsrs Telephone 206 - 431 -3670 fax 206 - 431 -3665 E —mail: tukplan ®tukwila.wa.us SHORT PLAT NO. L07 -039 Q S 168th Street — \ — Erased Colt Mon warms Pin April, 2007 LEGEND 9 0 ❑E Ati ■ — — CENTERUNE EDGE OF PAVEMENT, FACE OF CURB EDGE OF PAVEMENT — S SEWER UNE STORM UNE G GAS LINE W WATER UNE --P— POWER LINE PH PHONE LINE ROCKERY — x —x —x• FENCE UNE BUILDING LINE BOUNDARY Bred Out Mon w Pin Aprilil. , 20 2007 MONUMENT FOUND THIS SURVEY PROPERTY CORNER FOUND THIS SURVEY POWER POLE GUY ANCHOR STREET UGHT POWER METER POWER TRANSFORMER VAULT — UNKNOWN PHONE MANHOLE GAS METER FIRE HYDRANT WATER VALVE WATER METER CATCH BASIN STORM MANHOLE SEWER MANHOLE HANDICAPPED RAMP 5892131E 631.7T S 170th Street Erred Gore Mum w/3' Brassie April, 2007 RECORDER'S CERTIFICATE filed for record this day of ,200_..at M in book of at page at the request of the City of Tukwillo. Deputy Director, King County Director, 'Ong County Assessor I r f II 1I Si Fr DRYCO 5892131E 80.03' 1 Lot 3 Average Width is 80' 7319 Sq Ft 5892137E 5658' Lot 4 Average Width Is 80' 73 Sr; Ft W BASIS OF BEARING WEST LINE OT THE SOUTHWEST QUARTER OF SECTION 23 VERTICAL DATUM KING COUNTY VERTICAL CONTROL MONUMENT #KC -I -2 3" BRASS DISK IN SIDEWALK. NE QUADRANT INTERSECTION OF MILITARY ROAD & SOUTH 170th STREET. ELEV =134.07 ASSESSOR'S PARCEL NUMBER 812520 0480 & 812520 0483 S89 '2131'E 199 DRYCO G Surveying, Inc. 12714 VALLEY AVENUE EAST SUMNER, WASHINGTON (253) 826 -0300 FAX (253) 826 -9703 SCALE: 1" = 30' W J & Marten Hanley 5162 S 170th Street Seattle, WA 98188 GRAPHIC SCALE JOB NO. 2007065 5892131E 119' House 1 verage Width is 555 66501q Ft 1 ese— — � ese . 6 -' TO BE Bsmt ; REMOVED fit of 63 5' Private Sewer 1 Easement Let - -asst— .0.. 555 11955' 6650 Sq Ft S •, 12 G G. PHIL 'GE P.L.S. 34145 au z Ca SURVEYOR'S CERTIFICATE: I, G. PHIL SARGENT, REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON, CERTIFY THAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN, CONDUCTED BY ME, OR UNDER MY SUPERVISION; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN HEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE, HAVE BEEN SET AND LOT CORNERS PLACED ON THE GROUND AS D PICTED ON THE P PORTION OF NW 1/4 of SW 1/4, S 26, T. 23 N, R. 4 E OWN. BY Is SURVEYED April. 2007 DATE 9/1E1/2007 SCALE 1' = 30' RECEIVED SEP 2 1 6 2007 COMMONtT Y DEVELOPMENT SHEET 2 OF 2 STANLEY /H.A NKIC SHORT PLAT NO. L07 -039 CITY OF TUKWILA KING COUNTY, WASHINGTON DECLARATION Know all people by these presents that we, the undersigned owners in fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further didvided in any manner within a period of five years from the date of recording, without the filing of a final plot. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent land in accordance with the desires of the owner(s). IN WITNESS WHEREOF we set our hands and seals. STATE OF WASHINGTON County of I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his /her) free and voluntary act for the uses and purposes mentioned in the instrument. STATE OF WASHINGTON Countk of I certify that I know or have satisfactory evidence that Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone 206 -431 -3670 fax 206 -431 -3665 E -mail: tukplanOtukwlla.wa.us Signature of Notary Public Dated My appointment expires signed this instrument and acknowledged it to be (his /her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Dated My appointment expires RECORDER'S CERTIFICATE filed for record this day of ,200_.at M in book of at page at the request of the City of Tukwilla. THE WEST 80 FEET OF THE FOLLOWING DESCRIBED PROPERTY: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; AND RUNNING THENCE ALONG THE WEST BOUNDARY OF SAID SUBDIVISION. SOUTH 00'48'39' EAST 221.08 FEET; THENCE PARALLEL TO THE NORTH BOUNDARY OF SAID SUBDMSION, SOUTH 89'21'31' EAST 632.00 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 872111' EAST 200.00 FEET; THENCE SOUTH 00'48'39' EAST 191.08 FEET; THENCE NORTH 89'21'31' WEST 200.00 FEET; THENCE NORTH 00'4839' WEST 191.08 FEET TO THE POINT OF BEGINNING. P THEREOF.) NOWS THE WEST 80 FEET OF TRACTS G AND H. SUNRISE VIEW ADDMON, ACCORDING TO THE UNRECORDED PLAT PARCEL A BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; AND RUNNING THENCE ALONG THE WEST BOUNDARY OF SAID SUBDMSION, SOUTH 00'48'39' EAST 221.08 FEET; THENCE PARALLEL TO THE NORTH BOUNDARY OF SAID SUBDMSION, SOUTH 8721'31' EAST 632.00 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 89'21'31' EAST 200.00 FEET; THENCE SOUTH 00'48'39' EAST 95.54 FEET; THENCE NORTH 89'21'31' WEST 200.00 FEET; THENCE NORTH 00'48'39' WEST 95.54 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT THE NORTHERLY 80 FEET THEREOF; AND EXCEPT THE WESTERLY 80 FEET THEREOF. BEING KNOWN AS A PORTION OF LOT "G', SUNRISE VIEW ADDITION, ACCORDING TO THE UNRECORDED PLAT THEREOF. PARCEL B BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; AND RUNNING THENCE ALONG THE WEST BOUNDARY OF SAID SUBDMSION, SOUTH 00'48'39' EAST 316.62 FEET; THENCE PARALLEL TO THE NORTH BOUNDARY OF SAID SUBDMSION, SOUTH 8721'31" EAST 632.00 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 8521'31' EAST 200.00 FEET; THENCE SOUTH 00'48'39' EAST 95.54 FEET; THENCE NORTH 89'21'31" WEST 200.00 FEET; THENCE NORTH 00'48'39' WEST 95.54 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT THE WESTERLY 80 FEET THEREOF. BEING KNOWN AS A PORTION OF LOT "If, SUNRISE VIEW ADDITION. ACCORDING TO THE UNRECORDED PLAT THEREOF. NEW LEGAL DESCRIPTIONS LOT 1 COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 26. TOWNSHIP 23 NORTH, RANGE 4 EAST. W.M. IN KITS, COUNTY WASHINGTON THEME ALONG THE WEST BOUNDARY OF SAID SUBDIVISIO. SOUTH 00'4839" EAST 221.08 FEET; THENCE PARALLEL TO THE NORTH BOUNDARY OF SAID SUBDIVISION, SOUTH 89'2131' EAST 632.00 FEET: thence South 89'2131' East a distance of 80.03 feet thence South 00'4839' East. a distance of 135.53 feet TO THE POINT OF BEGINNING', thence South 89'2131' East a distance of 11985 feet thence South 00'48'39' East a distance of 55.50 feet thence North 89'2131" West a distance of 119.85 feet thence North 00'48'39' West. a distance of 55.50 feet TO THE POINT CF BEGINNING. LOT 2 COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH RANGE 4 EAST, WA4. IN KING COUNTY WASHINGTON: THENCE ALONG THE WEST BOUNDARY CF SAID SBDIVISIGN. SOUTH 00'4839" EAST 221.08 FEET; THENCE PARALLEL TO THE NORTH BOUNDARY OF SAID SUBDIVISION, SOUTH 89'2131' EAST 632.00 FEET: thence South 69'21'31" East a distance of 80.03,, feet thence South 00'48'39' East a distance of 80.03 feet TO THE POINT OF BEGINNING thence South 89 East, a distance of 119.85 feet thence South 00'4839' East a distance of 55.50 feet thence North 89'2131"IWest. a distance of 119.85 feet thence North 00 "4B'39" West, a distance of 55.50 feet TO THE POINT CIF BEGIN ING. LOT 3 COMEI4CDC AT THE NORTHWEST CORNER OF TIE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH RANGE 4 EAST, W14. IN KING COUNTY WASHINGTON THENCE ALONG THE WEST BOUNDARY OF SAID SUBDIVISION. SOUTH 00'48'39' EAST 221.08 FEET; THENCE PARALLEL TO THE NORTH BOUNDARY OF SAID SUBDIVISION. SOUTH 89'2131' EAST 632.00 FEET TO THE POINT OF BEGINNING: thence CONTINUING Iiuth 89'21'31' East a distance of B0.03 feet thence South 00'4839" East a distance of 111.96 feet thence North 44'2131' West, a distance of 33.87 feet thence North 89' 2137' West a distance of 56.68 feet thence North 00'4839' West a distance of 88.00 feet to the Point of Beginning. LOT 4 Ct1PPENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH. RANGE 4 EAST. W.M. IN KING COUNTY WASHINGTON THENCE ALONG nHE WEST BOUNDARY (F SAID SUBDIVISION. SOUTH 00'4839" EAST 221.08 FEET; THENCE PARALLEL TO THE NORTH BOUNDARY OF SAID SUBDIVISIONN, SOUTH 89'2131' EAST 632.00 FEET: thence South 00' 4839" East a distance of 88.00 feet TO THE POINT OF BEGINNINS thence South 89 '2137' East a distance of 56.68 feet thence South 44' 2131' East, a distance of 33.87 feet thence South 00 '4839" East a distance of 79.07 feet thence North 89'2131' , West a distance of 80.03 feet thence North 00'48'39" West, a distance of 103.03 feet TO THE POINT OF BEGINNING. ACCESS ec UTILITIES EASEMENT THE WEST 22.00 FEET OF THE FOLLOWING: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH. RANGE 4 EAST, WA., IN KING COUNTY WASHINGTON AND RUNNING THENCE ALONG TIE WEST BOUNDARY OF SAID SUBDIVISION. SOUTH 00'48'39" EAST 301.11 FEET; THENCE PARALLEL Tn THE NORTH BQADARY OF SAID SEDIVISION, SOUTH 89'2131' EAST 711.80 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION THENCE CONTINUING SOUTH 89'2131' EAST 119.85 FEET; THENCE SOUTH 00'4839" EAST 111.00 FEET; THENCE NORTH 89"2131' WEST 119.85 FEET: PENCE NORTH 00'4839' WEST 111.00 FEET TO THE TRUE POINT OF BEGINNING. PRIVATE SANITARY SIDE SEWER EASEMENT COMMENCING AT THE NORTHWEST CORIEFI OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH. RANGE 4 EAST, W14. IN KING COUNTY WASHINGTON AND RUNNING THENCE ALONG THE WEST BOUNDARY OF SAID SUBDIVISION. SOUTH 00'4839' EAST, A DISTANCE OF 412.11 FEET; THENCE SOUTH 89'2131' EAST, A DISTANCE OF 747.50 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89'2131' EAST. A DISTANCE OF 7.98 FEET; THENCE NORTH 50'3322' WEST, A DISTANCE OF 28.40 FEET: THENCE SOUTH 00'4839" EAST, A DISTANCE OF 655 FEET; THENCE SOUTH 50'3322" EAST, A DISTANCE OF 17.95 FEET TO THE POINT OF BEGINNING. DRYCO Surveying, Inc. 12714 VALLEY AVENUE EAST SUMNER, WASHINGTON (253) 826 -0300 FAX (253) 826 -9703 SURVEYOR'S CERTIFICATE: I, G. PHIL SARGENT, CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT. .a 2P.LS. x9 --07 C. PHIL 34145 SCALE: PORTION OF NW 1/4 of SW 1/4, S 26, T. 23 N, R. 4 E APPROVALS: KING COUNTY FINANCE DMSION I certify that all property taxes ore 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 to this office for collection; and that all special assessments on any of the property herein dedicated as streets, alleys or for other public use ore paid in full. Chairperson. Short Subdivision Committee COUNTY ASSESSOR'S APPROVAL Examined and approved by this department this day of 200_ KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ASSESSOR'S PARCEL NUMBER 812520 0480 & 0483 TUKWILA SHORT SUBDMSION COMMITTEE APPROVAL Reviewed and approved by the Short Subd Committee and hereby certified for filing this day of 200_ Chairperson, Short Subdivision Committee i.r 1D sEV 26201 DE`1ELO DWN. BY CHKD. BY SITE LS Sea -Tac Vicinity Map N.T.S. W J & Marten Hanley 5162 S 170th Street Seattle, WA 98188 DATE SCALE 9/18/2007 1 = 30' r_ u.1 JOB NO. SOUTH CENTER MALL 2007065 SHEET 1 OF 2