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Home My WebLink AboutPermit L99-0003 - HEMPEL SCOTT - SHORT PLATL99 -0003 HEMPEL SHORT PLAT LAND DIVISION LAND DEVELOPMENT 14637 46t'` Ave. So. 20000804001243 CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET Return Address: CITY OF TUKWILA City Clerk's Department 6200 Southcenter Blvd. Tukwila, WA 98188 (206) 433 -1800 Document Title(s): WITH. 7 T6M ��P� 'DTI ObV A I i✓ �f}I I2 6H1q-R.Q 6,R.E.6Marr LOY2 OF HEMPEL SHORT PlAi L. q 0003 Parties: Other: City of Tukwila, Washington • ._ HEM PEL SCOTT Last Name First Name Initials Company Name (if business) 14637 -- 4t A-ue 5. Address TUJLUOLO City LOA. State g8168 Assessor's Property Tax Parcel /Account Number(s): Zip Public Works: 2/25/97 z Wiz. 6 • J U; UO: ,co U: v)W W =; w 0 g :3, ¢, =a. •z�. F- o' • zI- 2 o UO tn;. • ,c) W W, H LL O • wz ~ F' O Z Water System Proportionate Fair Share Agreement The proposed development at: (address) / T6 acre S (parcel no.) /67 2 X 54 //a7 h - 69 - 0003 adds to the cumulative need for the accommodation for domestic and fire flow water service. The result of continuing development will be the need to undertake water system improvements that will provide for adequate service. The proposed development property is obligated to participate in funding future system improvements, and the owner waives the right to protest water L.I.D. or U.L.I D. formation. The owner will pay a proportionate fair share to fund system improvements prior to connecting to a newly constructed system if other than L.I.D. or U.L.I.D. funding sources are utilized. This agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors, and runs with the land. This agreement shall be recorded by the City Clerk with the King County Auditor as required by RCW Chapter 35.91, and the cost of said recording will be paid by the City. So that the Owner can remove encumbrances from the property caused by this requirement, the Owner can pay the City the Owner's pro -rata share for projected costs. These costs will be made available to the owner upon written request to the Public Works Director. Owner (signature) Date SCo)I.& Owner (print name) Street Address Phone ,oc S" /3 City /State /Zip Code z w 6 0 0, co w J I- U) w w 0 = = w. Z 0 Z ~' U ON o� = V` I- - - 0: , • z' U cn 0 z c- ■ Ir- Water System Proportionate Fair Share Agreement Page 2 For Parcel No. id % 51:7-27 /"e et' 99 - 0003 Owner: .. — z/ • STATE OF WASHINGTON COUNTY OF ti''i(,� On this day personally appeared before me & at A. Hen) >e , , to me known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged that he /she /they signed the same as his/her /their free and • voluntary act and deed, for the uses and purposes therein mentioned. CITY OF TUKWILA Given under my hand and official seal . this lQ ' day of 4L( L. , 2COD PitULf F-%. ik _- Notary Public to and for the State of Washington residing at: 101\j j Cen- 1•i SS i Cv .e x i its , 05 IN -03 1iclWorks Director Date 1 (c) 2 ' z , F,Z. w cc 6 J U U O'. co U w; W =: J w O' g J. = d. mow, zI-: U 0, !O N< o 1• w w. ▪ ; -o- Z' U= of Z MEMORANDUM TO Jim Morrow via Joanna Spencer Tom Keefe via Mike Alderson FROM: Nora Gierloff 0 RE: Hempel Short Plat DATE: July 10, 2000 FILE:. L99 -0003 The above referenced short plat is ready for final approval. Attached are the documents for recording. Please review these materials and indicate your approval by signing the plat. Tom Keefe, 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 Tom Keef)7-j..c... (initials) : August 12, 1999 City of Tukwila Department of Community Development Mr. Scott Hempel 14637 46th Avenue South Tukwila, Washington 98168 RE: Application for Short Plat (L99 -0003) at 14637 46th Avenue South Parcel No. 004000 - 0755 -09 Dear Mr. Hempel: John W. Rants, Mayor Steve Lancaster, Director The Short Subdivision Committee has completed a detailed review of the short plat application you have submitted on January 21, 1999. Based upon your submittal, preliminary approval is granted subject to the conditions stated below. There are three basic steps in the short plat process: Preliminary Approval, Final Approval and Recording. These three steps and their requirements are described as follows: 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 that the short plat is consistent with the City's policies and regulations. PRELIMINARY APPROVAL CONDITIONS General a. The surveyor's stamp for James D. Crones expired on June 27, 1999. Please revise the short plat document accordingly. Site Survey Requirements b. The Horizontal Control and Composite Utility Plan, dated May 17, 1999 reflects a 10 foot right -of- way along 46th Avenue South which is to be dedicated to the City of Tukwila. Please reference this 10 foot right -of -way and its proposed dedication on the face of the short plat document to be recorded. c. A property line separating proposed Lots 1 and 3 and proposed Lots 2 and 4 is indicated on the Horizontal Control and Composite Utility Plan referenced above. However this property line is not correctly indicated on the short plat document. Please make the necessary revisions to indicate the correct location of this line on the short plat document. The corresponding legal descriptions must also be revised on the same document. Access d. Prior to final approval of the short plat, the existing shed, carport and garage must be relocated or removed in accordance with setback requirements. The Building Department will require a separate permit for either the demolition or relocation of each structure. In all cases, the existing 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 431-3665 ..->.. . ....,,,.,, • Mr. Scott Hempel August 12, 1999 Page 2 foundations must be removed and will also require a permit. Please contact Tammy Beck in the Building Department at 206 -431 -3671 for information regarding the necessary permit applications (sample forms enclosed). e. The short plat document indicates a 20 foot wide easement for ingress, egress and utilities for the benefit of Lots 2, 3 and 4. This location of this proposed easement should be moved 5 feet to the south to reduce the impact to the sideyard of the existing house located on Lot 1. f The proposed access road design shall show all improvements to existing 46th Avenue South and shall incorporate a minimum 10 foot radius return. Utilities g• Prior to final approval of the short plat, the applicant shall submit an application for a utility permit. A copy of the necessary permit forms are enclosed. The attached water and sewer availability letters must be individually completed and submitted for Lots 2, 3 and 4. If you have any questions regarding the utility permit applications, please contact Jan Illian in the Public Works Department at 206 -433 -0179. h. You have been provided with a copy of the Water System Proportionate Fair Share Agreement. form. This form must be individually completed and submitted for Lots 2, 3 and 4 prior to final approval of the short plat. Fire The plat shall clearly label the access road and fire turnaround area as "Fire Access — No Parking." Expiration Your application for a short plat will expire if it has not been recorded within one year from the date of approval. Upon written request from the applicant prior to the expiration date, the Short Subdivision Committee is authorized to grant one extension, not to exceed six months. 2. Final Approval The next step is to submit the necessary short plat documents indicated above and comply with all the conditions of approval. After the documents have been found to be in order and all of the requirements of the short plat have been met, the Short Subdivision Committee will grant final approval. 3. Recording It is your responsibility to record the City approved short plat documents with the King County Department of Public Records. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. You will need to pay the recorded fees and submit your approved original short plat to the King County Department of Records (206- 296 - 1570). After recording, the County returns the recorded original to the City of Tukwila within 4 to 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 undersigned. z f- W JU UO 0, Uw. W =: J H. U u_ w O. 2 u- Q. d' ILI 1 H = Z z0 Lu O Will H U O. z U _. Mr. Scott Hempel August 12, 1999 Page 3 The planner assigned to this file, Vernon Umetsu, is on vacation until August 23rd. In his absence, if you have any questions concerning any of the above comments, please contact Deborah Ritter at 206 -431- 3663. Sincerely, letcx-ak. Zjize{,e__„ Deborah Ritter Assistant Planner Attachment • cc: Joanna Spencer, Public Works Nick Olivas, Fire Department Lot Area's For Hempel Short Plat Lot 1: Area within easement = 730.84 Sq. Ft. +/- Area outside of easement = 8887.22 Sq. Ft. +/- Lot 2: Area within easement = 1977.65 Sq. Ft. +/- Area outside of easement = 7642.10 Sq. Ft. Lot 3: Area within easement = 1300.10 Sq. Ft. +/- Area outside of easement = 8314.10 Sq. Ft. +/- Lot 4: Area within easement = 1500.20 Sq. Ft. +/- Area outside of easement = 8115.70 Sq. Ft. +/- 7re-r..-Le, ad-e-4_ Sa 2 )/P 4 q? 0603 To 7A(. A-2C1 (S (st( Lo-r ccosUncfs) "efi 18.06 RECE JVED JUL 1 3 1999 COMMUNITY DEVELOPMENT • 07/13/1999 02:31 4254320909 Lot Closures for Scott Hempel Short Plat Page 1. of 5 Figure Name: LOT 1 curse: N 01 -09 -00 E ourse: N 87 -59 -07 W ourse: S 01 -09-58 W . ourse: S 87 -58 -15 E 1•imeter. 403.04 CRONES AND ASSOC Distance: 77,68 Distance: 123.84 Distance: 77.65 Distance: 123.87 PAGE 02/06 RECEIVED JUL 13 1999 COMMMUNMTY DEVELOPMENT P A ea: 9618.06 0.22 acres Mapcheck C osrse - (Uses listed courses & COGO Units) Error Closure: 0.008 Course: N 76 -33 -49 W Precision 1: 51231.77 Figure Name: LOT 1 North: 12326.14455846 Course: N 01 -09 -00 E North: 12403.80898696 Course: N 87 -59 -07 W North :12408.16293071 Cour e: S 01 -09 -58 w North: Cours North: A Mathematic Error Closu Precision 12330.53034743 e: S 87 -58 -15 E 12326.14455846 East: 4142.91782262 Distance: 77.68 East: 4144.47685697 Distance: 123.64 East: 4020.70902187 Distance: 77.65 East: 4019.12890987 Distance: 123.8/ East: 4142.91782262 rimeter: 403.04 ea: 9618.06 1 Closure - (Uses Survey Units) re: 0.000 Course: S 90-00-00 E 1: 403039712.47 0.22 acres .z i_z Wi • J U; :U O: U) ul: • . J � • •W O•. • • H cy :z �s .z t--; • AU Vii. . • .z 07.213/1999 72:31 Lot Closur Page 2 of 5 Figure Na 4254320909 CRONES AND ASSOC s for Scott Hempel Short Plat : LOT 2 Course: N 01-09-58 E Course: 3 87 -58 -15 E Course: S 01 -09 -00 W Course: N 87 -57 -23 W Distance; 77.65 Distance: 123.87 Distance: 77.68 Distance: 123.89 P� rimeter: 403.09 P ea: 9619.75 0.22 acres Mapcheck Closure (Uses listed courses & COGO Units) Error C1os,,,:re: 0.003 Course: S 57 -41 -35 W Precision 1: 144951.21 Figure Nami: LOT 2 North: 12194.06488484 Course: N 01-09 -58 E North: 12271.69746855 Course: S 87 -58 -15 E North: 12267.31167959 Course: S 01 -09 -00 W North: 1218 9.64 72 502 5 Course: N 87-57-23 W North: 12194.06488484 A Mathematic .Error C1os ' Precision East: East: East: East: East: 4017.83047832 Distance: 77.65 4019.41059033 Distance: 123.87 4143.19950308 Distance; 77.68 4141.84046872 Distance: 123.89 4017.83047832 rimeter: 403.08 ea: 9619.75 1 Closure - (Uses Survey Units) re: 0.000 1: 403084097.73 0.22 acres Course: S 90 -00 -00 E PAGE 03/06 • • • 07/13/1999 02:31 4254320909 Lot C1osure for Scott Hempel Short Plat Page 3 of 5 Figure N : LOT 3 A Mapcheck C Error Clos Precision ourse: $ 87-58-15 E ourse: N 01-09-58 E ourse: N 87-59-07 W ourse: S 01-10-55 W rimeter: 402.98 ea: 9614.21 osure - (Uses listed re: 0,008 1: 48843.70 Figure Nam : LOT 3 North: 12316.61882942 Cour e: S 87-58-15 E North: 12312.23304045 Cour e: N 01-09-58 E North: 12389.86562374 Cour e: N 87-59-07 W North: 12394.21956750 Course: $ 01-10-55 W North: 12316.61882942 CRONES AND ASSOC Distance: Distance: Distance: Distance: 123.87 77.65 123.84 77.62 0.22 acres courses & COGO Units) Course: N 77-11-06 W East: East: East: East: East: 3566.05410132 Distance: 123.87 3689.84301407 Distance; 77.65 3691.42312608 Distance: 123.84 3567.65529098 Distance: 77.62 3566.05410132 Perimeter: 402.98 Ar a: 9614.21 Mathematical Closure - (Uses Survey Units) Error Closure: 0.000 Precision 1: 402976893.08 0.22 acres Course: $ 90-00-00 E PAGE 04/06 07/13/1999 02:31 .Lot Oosur Page4ofS Figure Nai 4254320909 for Scott Hempel Short Plat : LOT 4 ourse: Fourse: Course: Course: N 01 -10 -55 E S 87 -58 -15 E S 01 -09 -58 W N 97 -57-23 W Perimeter: 403.03 Area: 9615.90 Mapcheck C ..osure -- (Uses listed Error Closure: 0.002 Precision 1: 163919.45 Figure Nam *: LOT 4 North; 12189.47461423 Course: N 01 -10 -55 E North: 12267.07535231 Cour e: $ 87 -58 -15 E North: 12262.68956334 Cour e: S 01-09-58 W North. 12185.05697963 Coure: N 67 -57 -23 W North: 12189.47461423 CRONES AND ASSOC Distance: Distance: Distance: Distance: 77.62 123.87 77.65 123.89 0.22 acres courses & COGO Units) Course: S 52 -45 -02 W East: East: East: East: East: 3548.67873544 Distance: 77.62 3550.27992510 Distance: 123.87 3674.06883785 Distance: 77.65 3672.48872584 Distance: 123.89 3548.67873544 Perimeter: 403.02 Area: 9615.90 Mathematical Closure -- (Uses Survey Units) Error Closure: 0.000 Course: S 90 -00 -00 Precision 1: 403021277.50 0.22 acres E PAGE 05/06 07/13/1999 02:31 4254320909 Lot Closur4s for Scott Hempel Short Plat Page 5 of 5 Figure Name: TOTAL CRONES AND ASSCC Course; S 01 -09 -00 W Course: N 87 -57-23 W Course: N 01 -10 -55 E fourse S 87- -59 -07 E Perimeter: 805.06 A ea: 38467.93 0.88 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error C1os�zre: 0.004 Precision 11: 199160.13 Course: N 23-18-33 E Distance: 155.36 Distance: 247.78 Distance: 155.23 Distance: 247.69 Figure Nam -: TOTAL North; 12368.34036234 Cour e: S 01 -09 -00 W North: 12213.01150450 Cour e: N 87-57-23 W North: 12221.84677369 Cour e: N 01 -10 -55 E North: 12377.04824985 Cour e: S 87 -59 -07 E North: 12368.34036234 Perimeter: 006.06 Ar Matliematica Error C1osu Precision a: 38467.93 Closure - (Uses e: 0.000 1: 806061004.27 East: East: East: East: East: 3962.93300621 Distance: 155.36 3959.81493749 Distance: 247.78 3712.19495669 Distance: 155.23 3715.39733602 Distance: 247.69 3962.93300621 Survey Units) Course: S 90 -00 -00 E 0.88 acres PAGE 0E/06 • Page 1 of 5 Lot Closures for Scott Hempel Short Plat Figure Name: LOT 1 Course: S 01 -09 -58 W Course: S 87 -58 -15 E Course: N 01 -09 -00 E Course: N 87 -59 -07 W Distance: 77.65 Distance: 128.87 Distance: 77.68 Distance: 128.84 Perimeter: 413.04 Area: 10006.63 0.23 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error Closure: 0.008 Course: N 67 -54 -28 W Precision 1: 50309.60 Figure Name: LOT 1 North: 12028.22664530 East: 5333.72552559 Course: S 01 -09 -58 W Distance: 77.65 North: 11950.59280722 East: 5332.14538840 Course: S 87 -58 -15 E Distance: 128.87 North: 11946.02996060 East: 5460.93175421 Course: N 01 -09 -00 E Distance: 77.68 North: 12023.69689868 East: 5462.49083893 Course: N 87 -59 -07 W Distance: 128.84 North: 12028.22664530 East: 5333.72552559 Perimeter: 413.04 Area: 10006.63 0.23 acres Mathematical Closure - (Uses Survey Units) Error Closure: 0.000 Course: S 90 -00 -00 E Precision 1: 413044635.74 Page 2 of 5 Lot Closures for Scott Hempel Short Plat Figure Name: LOT 2 Course: S 01 -09 -00 W Course: N 87 -57 -23 W Course: N 01 -09 -58 E Course: S 87 -58 -15 E Perimeter: 413.09 Area: 10008.32 Mapcheck Closure - (Uses listed Error Closure: 0.004 Precision 1: 113368.30 Figure Name: LOT 2 North: 11913.65874351 Course: S 01 -09 -00 W North: 11835.99180543 Course: N 87 -57 -23 W North: 11840.58775205 Course: N 01 -09 -58 E North: 11918.22159013 Course: S 87 -58 -15 E North: 11913.65874351 Perimeter: 413.09 Area: 10008.32 Mathematical Closure - (Uses Survey Units) Error Closure: 0.000 Course: S 90 -00 -00 E Precision 1: 413089058.24 Distance: Distance: Distance: Distance: 77.68 128.89 77.65 128.87 0.23 acres courses & COGO Units) Course: S 41 -05 -48 W East: East: East: East: East: 5463.70778528 Distance: 77.68 5462.14870055 Distance: 128.89 5333.34128227 Distance: 77.65 5334.92141947 Distance: 128.87 5463.70778528 0.23 acres Page 3 of 5 Lot Closures for Scott Hempel Short Plat Figure Name: LOT 3 Course: S 01 -10 -55 W Course: S 87 -58 -15 E Course: N 01 -09 -58 E Course: N 87 -59 -07 W Distance: 77.62 Distance: 128.87 Distance: 77.65 Distance: 128.84 Perimeter: 412.98 Area: 10002.46 0.23 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error Closure: 0.009 Course: N 68 -53 -01 W Precision 1: 48153.62 Figure Name: LOT 3 North: 12028.13192836 East: 5130.93257089 Course: S 01 -10 -55 W Distance: 77.62 North: 11950.53119028 East: 5129.33138123 Course: S 87 -58 -15 E Distance: 128.87 North: 11945.96834366 East: 5258.11774704 Course: N 01 -09 -58 E Distance: 77.65 North: 12023.60218175 East: 5259.69788423 Course: N 87 -59 -07 W Distance: 128.84 North: 12028.13192836 East: 5130.93257089 Perimeter: 412.98 Area: 10002.46 0.23 acres Mathematical Closure - (Uses Survey Units) Error Closure: 0.000 Course: S 90 -00 -00 E Precision 1: 412979306.26 Page 4 of 5 Lot Closures for Scott Hempel Short Plat Figure Name: LOT 4 Course: S 01 -09 -58 W Course: N 87 -57 -23 W Course: N 01 -10 -55 E Course: S 87 -58 -15 E Distance: Distance: Distance: Distance: 77.65 128.89 77.62 128.87 Perimeter: 413.03 Area: 10004.15 0.23 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error Closure: 0.003 Course: S 36 -04 -28 W Precision 1: 121484.96 Figure Name: LOT 4 North: 11920.99626919 Course: S 01 -09 -58 W North: 11843.36243111 Course: N 87 -57 -23 W North: 11847.95837773 Course: N 01 -10 -55 E North: 11925.55911581 Course: S 87 -58 -15 E North: 11920.99626919 East: East: East: East: East: 5251.64032729 Distance: 77.65 5250.06019009 Distance: 128.89 5121.25277182 Distance: 77.62 5122.85396148 Distance: 128.87 5251.64032729 Perimeter: 413.02 Area: 10004.15 Mathematical Closure — (Uses Survey Units) Error Closure: 0.000 Precision 1: 413023728.76 0.23 acres Course: S 90 -00 -00 E Page 5 of 5 Lot Closures for Scott Hempel Short Plat Figure Name: TOTAL Course: Course: Course: Course: S 01 -09 -00 W N 87 -57 -23 W N 01 -10 -55 E S 87 -59 -07 E Distance: 155.37 Distance: 257.78 Distance: 155.23 Distance: 257.69 Perimeter: 826.07 Area: 40021.56 0.92 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error Closure: 0.009 Course: N 10 -35 -59 E Precision 1: 93587.90 Figure Name: TOTAL North: 12211.44995776 Course: S 01 -09 -00 W North: 12056.11608159 Course: N 87 -57 -23 W North: 12065.30797484 Course: N 01 -10 -55 E North: 12220.50945099 Course: S 87 -59 -07 E North: 12211.44995776 East: 5447.68530509 Distance: 155.37 East: 5444.56713564 Distance: 257.78 East: 5186.95229909 Distance: 155.23 East: 5190.15467841 Distance: 257.69 East: 5447.68530509 Perimeter: 826.07 Area: 40021.56 Mathematical Closure - (Uses Error Closure: 0.000 Precision 1: 826068378.69 0.92 acres Survey Units) Course: S 90 -00 -00 E TECHNICAL INFORMATION REPORT FOR HEMPEL SHORT PLAT CLIENT: Scott Hempel 14637 46`h Avenue S. Tukwila, WA 98168 Phone: (206) 242 -5513 PREPARED BY: Daley- Morrow - Poblete, Inc. 1215 South Central Ave., Suite 133 Kent, WA 98032 Phone: (253) 854 -9344 PROJECT No. 99200 DATE: May 18, 1999 RECEIVED CITY OF TUKWILA MAY 2 5 1999 PERMIT CENTER EXPIRES JAN. 9, 2000 STAMP NOT VALID UNLESS SIGNED AND DAZED t r- � W QQ 2i J U' UO: W w' w :E J , w 0' J tea: OA D =d. w, Z wUJ 0. co 0 I—` W; 0 H Z .. TABLE OF CONTENTS SECTION & DESCRIPTION PAGE Project Overview 1 -2 Preliminary Conditions Summary 3 - 4 Off -site Analysis 5 -18 Detention Facility Design 1 8a - 22 Conveyance Systems Design 23 - 25 1. TAQ VICINITY MAP • N. C tL996UcL'oric =5trect Atl is;USA < z • IY 2 —.I C.) 00. u O W = J 1— W 0 Q cn ▪ W Z= 1— 0 Z 1- w • W U� O -, O H W W 2 H -. u'O w Z U= 0 Z PROJECT OVERVIEW The project site is within a portion of the Northwest quarter of the Northeast quarter of Section 22, Township 23 North, Range 4 East, Willamette Meridian, in the City of Tukwila, King County. The site is generally between S. 146`h Street and S. 14811' Street, and is on the west side of 46th Avenue South. There is an existing house in the northeast corner of the site. There is also a detached garage and a shed, which will both be removed. The ground is relatively flat and is covered with grass and some mature trees. The site is not covered in the King County Soils map, it is however assumed that since surrounding areas area underlain by Urdan type soils as designated by the Soil Conservation Service, that the same type of soil will be found on -site. There appears to be no runoff into the site. Runoff from the western half of the site discharge into the lower wooded adjacent property. Runoff from the eastern half of the site flows onto 461h Ave. S. and discharges into public facilities. The downstream facilities are further described in task 3 of this report. It is proposed to create four single- family lots. The existing house will remain at the northeast corner of the site within Lot 1. The carport, shed and garage will be removed. A joint -use access easement will be created to access Lots 2, 3 and 4. Z ;�- w • 'U o' •w•I H: u- • u j; d. = w. z_ •z • wW'.: • 1- Z,. • 'U 0 � PRELIMINARY CONDITIONS SUMMARY CORE REQUIREMENT 1#1: DISCHARGE AT THE NATURAL LOCATION Post - development discharge will be at the natural location. CORE REQUIREMENT #2: OFFSITE ANALYSIS See Section V CORE REQUIREMENT #3: RUNOFF CONTROL This project is exempt from this requirement since the post - development 100 -yr peak flow rate is less than 0.50 cfs above the pre - development peak flow rate. CORE REQUIREMENT #4: CONVEYANCE SYSTEM z Z' no J • U U O? Nw w z; J H w 0' 2 g -J = a. _. The new conveyance facility can convey the 100 -yr storm (see Section VI). z O CORE REQUIREMENT #5: TEMPORARY EROSION AND SEDIMENTATION D CONTROL 'O �' w w;. 9-- 01 w O ~' Temporary erosion and sedimentation control will be provided for the individual lots. CORE REQUIREMENT #6: MAINTENANCE AND OPERATION The conveyance facilities within the 20' easement will be privately maintained. A maintenance agreement will be provided. The facilities within the right -of -way shall be maintained by the city. CORE REQUIREMENT #7: BONDS AND LIABILITIES Project will be bonded per City of Tukwila requirements. SPECIAL REQUIREMENT #1: CRITICAL DRAINAGE AREA N/A SPECIAL REQUIREMENT #2: COMPLIANCE WITH AN EXISTING MASTER DRAINAGE PLAN N/A SPECIAL REQUIREMENT #3: CONDITIONS REQUIRING A MASTER DRAINAGE PLAN N/A SPECIAL REQUIREMENT #4: ADOPTED BASIN OR COMMUNITY PLANS N/A SPECIAL REQUIREMENT #5: SPECIAL WATER QUALITY CONTROLS N/A SPECIAL REQUIREMENT #6: COALESCING PLATE OIL /WATER SEPARATORS N/A SPECIAL REQUIREMENT #7: CLOSED DEPRESSIONS N/A SPECIAL REQUIREMENT #8: USE OF LAKES, WETLANDS OR CLOSED DEPRESSIONS FOR RUNOFF CONTROL N/A SPECIAL REQUIREMENT #9: DELINEATION OF THE 100 YEAR FLOODPLAIN N/A SPECIAL REQUIREMENT # 10: FLOOD PROTECTION FACILITIES FOR TYPE 1 AND TYPE 2 STREAMS N/A SPECIAL REQUIREMENT # 11: GEOTECI NTCAL ANALYSIS AND REPORT N/A SPECIAL REQUIREMENT #12: SOILS ANALYSIS AND REPORT N/A • W D. J U; UO:. co W'. • W= W • 0' ga LLD: • • z c� F. w. zi-: uj w 0; V .F- -;. w z: z LEVEL I DOWNSTREAM ANALYSIS FOR HEMPEL SHORT PLAT CLIENT: Scott Hempel 14637 46th Avenue S. Tukwila, WA 98168 Phone: (206) 242 -5513 PREPARED BY: Daley- Morrow - Poblete, Inc. 1215 South Central Ave., Suite 133 Kent, WA 98032 Phone: (253) 854 -9344 PROJECT No. 99200 DATE: May 18, 1999 Z 1 ocw' 6 '0 Co N0 Lay: • , LL Q` 'j Xi. 1=o Z ui: 10 H: w ua :17 pt -O TASK 1: STUDY AREA DETIFITION AND MAPS The project site is within a portion of the Northwest quarter of the Northeast quarter of Section 22, Township 23 North, Range 4 East, Willamette Meridian, in the City of Tukwila, King County. The site is generally between S. 146th Street and S. 148th Street, and is on the west side of 46th Avenue South. There is an existing house in the northeast corner of the site. There is also a detached garage and a shed, which will both be removed. The ground is relatively flat and is covered with grass and some mature trees. The site is not covered in the King County Soils map, it is however assumed that since surrounding areas area underlain by Urdan type soils as designated by the Soil Conservation Service, that the same type of soil will be found on -site. There appears to be no runoff into the site. Runoff from the western half of the site discharge into the lower wooded adjacent property. Runoff from the eastern half of the site flows onto 46th Ave. S. and discharges into public facilities. The downstream facilities are further described in task 3 of this report. It is proposed to create fourr single- family lots. The existing house will remain at the northeast corner of the site within Lot 1. The carport, shed and garage will be removed. A joint -use access easement will be created to access Lots 2, 3 and 4. PRO • L I CD a� a 84 � e 5- It ASSE;.ThR'S MAP /I Its /35 • AY ' -'.1 - 40.5 {SP) 46T41 II A.VE. 0 AA v a 90 N : n Qom` DO J0.4J •— 0 75.7 5. t323.31 ra 41 0 Q' ,-"Da 3/ -a v L9 .T BB.7 0 -.a m 8S -7 la S of- nete m/ 7, i,• W� /o t9 % TS ' . ..f. • o a -4 11 �� — • ' ' 4 sSS \ 0 0'. I r Ai N� -1v —T. 4. oap /eo f as w /61. ER .VO/- og -ooS 't , 74139 N//1 � E 9 II 0 t N �o c -R L ' p s /00.27 st -t2- 1 t' m %.9 `;p q _,..0. it', 125 w m J 0' LAS- O- iv. iss`s N %.8 :33 LEA'S tt TUK SP 192 --00 j 9307I41733 w auT a�sG� , `�► L °a�°am LOT �_ssiaV 1 — — — - -- -� — —a► o 0 v ��o� 't� ZI .O9 �uo+-a9 -sZE SI o A 93 OA N "� ' In C 4 $ $�v tq g u u.� sraa o vk •�� 9f� �� 4 I a =bs .� as 00 a,t3-1. N �� tri .o.- w hin -i36 v.n o== -s 9. a !*. V 0 %it cp n "4 ,s.s m /4<.f • N N 51- /o -43 �/ 305..99 r 3jo.jB7 JECT SITE & • \-,,,, N. Ize —1 o o $ o -' t9 J Jc • . 1,... 4 \ lki O to 1:14. fIn -IIII FIN 0.A.-1-.'0.s. pC -y � ! 1...4. .‘NN,.... ..., f � 0 /I Its /35 • AY ' -'.1 - 40.5 {SP) 46T41 II A.VE. 0 AA v a 90 N : n Qom` DO J0.4J •— 0 75.7 5. t323.31 ra 41 0 Q' ,-"Da 3/ -a v L9 .T BB.7 0 -.a m 8S -7 70 a 0' 7.0 3° v1 t p Ia >i 4 7, i,• W� /o t9 % TS ' . ..f. -4/a7 _. 0J p 0 4 . sSS \ 0 0'. I r Ai N� 7C.5 t y - O a. Vi 't , 74139 N//1 � E 9 II 0 t N �o c -R L ' p s /00.27 st -t2- 7t Os v A m e. Cr /.4.P. m %.9 `;p q _,..0. it', 125 w w t' w %f • /Iro 280.7 i 1 +74.46 1 7s- 7r' Z �_-- Z W re 00 W N LL. w 0. g J LL ?. co VW Z �. ZI UJj � Q O • N'. Q 1- WW LL H z' ui t= z 1 640 000 FEET 554 555 556 Mit U. vliA L 1,1, • • • Park', - �(/ tilinalnlik. ` 111t�� ,, /'? t� � � �`� - �� dl to ` ; •� � i ARIEL% k ,, , � Y... r�s �� 1 �' `�, �¢g ". L ��,ark. �, a� SITE :�7 ��tk � S _NA* ,16-...412,12tivin airaMMERMINgbial -1 � ��o�1�,�� ,` owe s \., ravel —Pit 1 SUUMINIffir r 1� INF/ i t � a t 1-- ---'-' ! USGS TOPO MAP SoaTac SCALE: 1" = 2000'f a4 ` O 525i 1 8C 525 52G 521 2; 52: 52: Z ~ W 00 W= 1- W0 LLQ V I-W Z Z W U � • N o I- 111 ` o WZ -I 0 z TASK 2: RESOURCE REVIEW The different maps from the Sensitives Areas Folio Map are included in the report, together with the United States Department of Agriculture King County soils map that includes the property. Also included in this report is the map from Federal Emergency Management Agency for the area that includes the property. The maps show that there are no wetlands, coal mine hazard areas, streams, 100 -year floodplains, erosion hazards areas, landslide hazard areas and seismic hazard areas on site. The site is outside the coverage of the King County soils maps, it is however assumed that since surrounding soils are classified as Urban type soils, that the same type would be found on -site The site is not included in the other King County resource materials. •r • E \TILE ' �E tJl2II� _•� bounce, ries of the sensitive areas clis• .",t1 on these neaps are ,approximate• ..••anal sensitive arras that have not :napped may be present on 'r rfevcl• -s•nt proposal site. Where differences :r between what is illustrated on these and the site conditions, the actual pre • i tC One - hundred -year tloodplains extend be- yond those shown on maps. Flood In- surance Rate Maps do not always show the floodplain to the headwaters of streams. Streams and 100 - Year Floodplains — Class 1 .. + .-. Class2 Class 2 use unr. Class 3 Z w LL C JU O 0 U) 0 • W J H • LL w0 2 Lt_? • a = w Z H 0 Z F- w w U 0 O - o W w O w Z o ! - O ~ Z wu"'.riy.irij�n w '1 1 ZI ; w F friE a... ,Lu 1.! . • • :.,..,:' -• . ..:; . .s k,../..". s---, — :-.-: 1 i . ..t 111Pkrjiiir" •\* ' ',... • \ ‘.:V.. 11111111111L .... 111 im'iln 110-10:.ife '117648"1"... 41iittka1114 lli .111101\ 1/4X 71 [P, SITE .111*r .1,6i.. mirmiltizret-gmweil .....44.7 Is , -.\\'' lamming/1ra ,-,_ y 74 -'--:7-' itr14111211tril.A11714 ,• .7.s y TEO; Aligh ea* ' L--- ‘,S1•A‘f;. , illaraelii toullmlin mot tilIMINVON 1.;171 itillaralli BEIMPIIIK areas dis- is 0 ximate. have not n a (level- :it (cremes on these ietuai pre- e sensitive live Area ;-• .t. III)n r ; I : . r's • I j. 1 1 1. . . Erosion Hazard Areas .1. 41 • t I Landslide Hazard Areas ^ • z z w2 6 0 00 CO 0 WI CO u_ ui 0 2 g - a W Z I- 0 Z W 2 D 0 0 (L) F- W ui I 0 I- :- - 0 Z C.) W z ))7 1"P • ' • e. U.••• .;•••• :;ands and landslide hazard maps for • al potential seismic hazard areas. :s and landslide areas are susceptible • :c during earthquakes. Other seismic areas not shown on this man are •es underlain by lacustrine sediments: e susceptible to liquefaction. J p i • • I • Seismic Hazard Areas •■•••• 1• 1- z 1-1 -J O 0 co 0 w WI u j 0 N g I a 111 z p._ 0 z WLU w O — O I- ILI Li.' I— ;- — 0 Z C.) r= O 1— z . -•;.; . " . •'"'"" :•• SITE b 404. ',..-• Iii 1 Ofit ...iuL....,_,,;(1frell% i7," I; i:' :Iii, 1 1 . ....,i, ill:Vick , la, i In \ . \ .. • 7 Ac. ) 75 - PItimbered wetlands. except 111051:1 W.f1i ;311 "11" or "11" design:Alloy' are included to t lie hi,z Corm!). It'e/ Lunch /rwerlic,-.• The !Ocations of wetlands designated "a" have been ver f 141,1 Orl 111e site ov a variety of sources. Viet ;ands designa led "b" Wetlands Wetlands Open Water 4.• Duwamisi v TAT r"- L Y P1 T SITE coal mines have had additional mln- ,ce the most recent map was filed with ashington Department of Natural Re- .s. Any development that occurs tit to these areas should be preceded orough study to confirm or deny the nce of additional subsurface tunnels. :5 Coal Mine Hazard Areas D uwa m ish dm; 10 t— J. 119 7- SEATTLE P.O 8 Ml 1 7'30" 1 640000 FEET SEATTLE P.0 J Ml, KING COUNTY AR: (DES MOINES 6 122°15' • • 1111) \ • • • 1800 FEET Riverto • 152 21 •• • Riyertoon,H • Ll 11 •.Tukwi al Sch Ur • z 0 ww Vvi V- 1,) gw k? 7 N 0 ti o^ 2� w 0 y 405 `29.2 =_ 27'30 r �r -,,:5 EATTL E ty- for i) :en • / ail:- j• Ji I4'eVSn : • • fh 1126 SOILS MAP SCALE: 1" = 2000' 1 r TAC0iMA - z z re w 6 JU O 0 U co w ww• 0 u. _ g. • w z� I— 0 Z I•- U• 0 O — C1 F- w La— i F-�. u• w z Of.. z SOUTU w z tu SITE ZONE AH (EL 152) 0 tvi to u. tLJ f- ID KING COUNTY UNINCORPORATED AREAS 530071 FE MA MAP SCALE: 1" = 500' TASK 3: FIELD INSPECTION As previously mentioned in Task 1, the western portion of the site drains into the adjacent property to the to the west via sheet flow. Water eventually discharges into the drainage facilities along 42nd Avenue S. Water from the eastern half of the site flows east where it discharge into 46`1i Avenue S. Water then travels north approximately 300 feet where it enters a catch basin at the intersection of 46th Avenue S and S 146th Street. A series of catch basins and pipes conveys water north to the S 144th Street intersection. The conveyance facilities then conveys water to the east along S 144th street. Runoff from both on -site basins eventually drains into the Green River / Duwamish River. TASK 4: DRAINAGE SYSTEM DESCRIPTION AND PROBLEM SCREENING There were no drainage problems identified during our site visit. The conveyance facilities appear to be in good condition. We do not anticipate any drainage problems resulting from the creation of this project. TASK 5: MITIGATION The difference in the pre- development and post - development 100 -yr, 24 -yr peak flow rates is less than 0.5 cfs. This project is therefore exempt from The detention requirement (Core Requirement 3) of the King County manual. Conveyance facilities will however be provided to collect runoff from the new structures and driveways, and convey water to the existing public facilities. z z JU U O; .co w, w_ .N LL' • w O. u, d. I- o° ww. 1-- U, mot. • LLI _. `:0.H z" DETENTION FACILITY DESIGN The are two drainage basins within the site, which were designated as the East basin and the West Basin. The pre - development 100 -yr peak flow rates were determined for the two basins. The total 100 -yr peak flow rate for the site is equal to 0.50 cfs. The post - development peak flow rates for the two basins were also generated and has a total rate of 0.63 cfs. The difference between the pre and post - development peak flow rate is equal to 0.13 cfs. Since the difference is less than 0.50 cfs, this site is exempt from the detention requirement in the King County manual (Core Requirement #3). N01'10551" 77.62' 155.23• "' o 0 N ■z i r. C3 owo 0 ov262XL)' oz P's So'y Q o.4i(o.15X /64 `' ` 22.7 miiv. Tor/M AREA : 0.57 4 10001,5" A06 8/ 6i2A65 0.9* Q PE4iewoc 45 0.50 a /Mpeavivics 0.01 98 Tc = o. Yz (h.L)' S p2.-5 So•v = 0.42 69,45- , ao)'8 2 'S O. ois : /z /14/N. n :L A/26A- 0.4' /Ac O0/ cuooP5 0 ,o/ B/ 6R/ ss 0.33 86 &Ai a .; 0..3 B6 /H P6Ruroct,s 0.07 98 -SD ti X S01'09'00 "W W Ob ' V EX /S77/UG C6/0 D /72 6A/ AASIAI MA P SCALD"- 1'' =9-D" z ,t- Z. W D. JU UO i Np. W =.. J . U) U. uJ O. 5-2 d 1-W, Z 1-O. z 1- 2 uj Cl W W 1- wz 0 ~` z SI3ul-L J*:3CiB METHOD FOR COMPUTING RUNOFF I._I i:)F :o ,F:AP _I STORM OPTIONS: 1 .. -• B.C.S. TYPE-1A 2 Y DESIGN STORM M 3 ' "- STORM DATA FILE SPECIFY STORM OPTION: :L S C TYPE-1A TYPE-1A RAINFALL L D I STF :I BUT I O ENTER: F REQ (YEE..' R) a DUFF :t i1 :I: o (I•"IC)UR) „ F:'F:E:r' I: F' ( a NCFES ) 100,.24, 4 .**********Mt***** s „ C. S . TYPE-1A DISTRIBUTION * * * > a * ? * * o Y * y l q W 5 ***Pk**** 10: -YE a: 24—HOUR ST FV **** ao0„ TOTAL P EC r r a y . * * * * ENTER: A (F'E RV) , C4r1 (P EF:V) , a (l fv : :'EpV) CIN (I. MF'ERV) ., TC FOR BASIN NO. 1 .5,85„..01,98,22.7 D f=1 T f=1 . I'=' F ::E irl'I” —.OUT: ,• iRE A (raCREG) PERVIOUS' IMPERVIOUS, TC (M I: NLrES ) A •� . N i t C Nl a ,:.! ,5 1 4 5 a i "I a I_) 9 k:) u 0 x... . J .PEAK ..... O (CFS,) T " -F'E� �K (F "IRS) VOL (CU - -FT ) ;=t Ta S3 4577. ' WEST BAS/AI 'ENTER I: d o J C ra :t h ]filer ArthrI E'a e.:dJ • 1= OR STORAGE. or COMPUTED HYDROG,I :F1F'I'4;, •. ENTEF: W P (F'ERV) a CIS! (PERU ),,, . r•1 ( :L MF'ER: V) ,, CIS! (1 { "1F'ERV) TC. FOR. BASIN NO. 2 DAT(-1 PRINT'- -CJUT: • . t \REA (ACRES ) CAST AA _!AJ PERVIOUS IMPERVIOUS TC (MINUTES? ) A. CN A CN .4 _ 8e,.0 „:L .98.0 PEAK -._CJ (C,- S) T-- PErtl < : :.(I -IR8 ) VOL ' (Cu"-.FT ) 2rw 7 , :4087 • ENTER C d ;; J L p rl'E:. I-1:I "F :L 1 i:?ii mt C . c „t :l FOR STORE" -AGE. OF COMPUTED HVDROSRAPiH u . NO 1' 10'55'E 155.23' .ti 7762' • 77.62' • 1 i s ' fAS/N I. N Q 0 � v 00 c 03 m N w ' re ..•%,3 7Z68' x15 1 SO1'09'00'W EP -SD /25 eAsT .84.s ay/:-/ w 1 I —X^ -X- 86' �, i ✓� • 155.36' w Co 0.42 ().B 0I P2.•5' SO •5/ °' 2 •s 0.018' Z w: /3.95 /y/j, O ^'. a ? 7omAL. Ale 0. as /Ae 100005 0.03 e / u, 6aass O. 2-2 86 PON/oas 0.2s a 5' "/A4PE'AZ U /OC = 0 0.8 7c o• If C nix L) P2 •s So '4 0.q2C. /sx /25).8 2 ,s 0.O /6'`f °^ 76/AL 42EA = 0.67 4e 00 / PeLv/oc -s O.3 / 86 0 -31 ` /A1/964140as N X' , 01 bCr; 0 to v{I N.) S. SO1'09 00'W EP W _ 0.36 98 !v N .Deu _c PEL CO&D /T /bIV 1A4 -m) MAP SALE : ( _ 40' C nU1-I.%SCS METHOD FOR COMPUTING RUNOFF 1...lY)F:cj(r;: ar:';.. STORM OPTIONS: 1 a 4..!4 .t TYPE-1A - 7—DAY DESIGN STORM 3 . STORM DATA FILE SPECIFY STORM OPTION 1. .JEUELDPE D CDVD/ 77 ?i4 TYPE-1A RAINFALL DISTRIBUTION . . ENTE R e F EQ (YE AF:' , DURt T 1 ON (HOUR) .. F'REC:[ F' (1 NCHE ) 11::.24.4 • •k *4K {Y k ; Y* *:* **o m S.C.S. l 1= E-1A DISTRIBUTION < ** *i * F * * * * * *4 * *qt * ; Y * * * * * * * M 190—YEAR :%"4- OUR STORM ' * * * k 4.00" ► C TA _ = F EC T F . **i<**** 'ENTER: P (F'EF` < ::•') CILI (F'ERV) , t-- (I Iy P RV) , CI \I (I v1F:'1^pV) , TC FOR BASIN NO. L '5 9 8Ei q 0. 0. .I. » u 9,_j Df 1 -1 F'F< :I I \IT - -Oi Ii" • ,'DES :EA (AC:RES) .PERVIOUS I 1 IF'EERV I OURS TC (I''I I I\IUTES ) A C N .A. 01\I pEt11.(- - (J (OF'S) T-- F'.EA:I ::: (I-IRS) VOL. (Cl 7FT ) :ENTER 1. :d :: J CGli:at hHi "i.LC•?fiame1:.. rw':•:•L:J FOR aTORAGE. OF COMPUTED l...j'.uF <:C ?CF <:AP1•1e .GUEST ,3, 2tJ 'ENTER: A (F'ER V) CI\I (F'ERV) „ (z .(,I MPERV) CI' \i (I NIF'r RV.) , TC FOR Bf �S I I \I NO. 3:Iv8 „..=:6,98 1 >..2 DT( . FR I I \I E'- -OU AREA (ACRES) PERVIOUS . IMPERVIOUS TC(MINUTES) A' CInd A —ON t` `• :»L .7 .3 86..c3 4 9840 1. ,,2 FEAT• :•• »:p (CFC) • T— PE..(- I((IHlRS) VOL (CU —FT) . /I, 9 • 7.83 J76 8 e X5r &4 /n/ ENTER' I:: rJ a 7 C p at I-i J -f i 1. e r•iatiie C .. c: <t J FOR STORAGE OF COMPUTED I-IY DROi5RAF'{ -; :: ft 15540 of/0/ .86 / sS • • • a TUIC. SP 1. 92-0014.9307141738 w a ur1T aj �v�T 'idsL3y 81S o! of-SZE -. r-_ !3 1tA w c► -r73 4a o _ � d v f t3( ails- ♦ -.3. 11-le ceati, $I- /o-43es, 34E419 PROJECT SITE eo. COM A 1] A . FAO,/ 1._ in . OfF5 /rE,4&E4 Plano Dataivsr.eec4t1 Lo75 . 0.01,4c ofFs( /4264 w /cc TDoTEiv7 /.4 i &E Pry ecv Pep stn/ c.AR- 7a 19/264E Cr 5 rit • /eof aR7/UN OF fitiPEiet/rDkC AA/4 PE2i' /06(3 4 e-115 w/Gc. se T//E SA/tIE •4s EAsT gAS /N OF TI/e s /rc/ 0,e 0.5-vg / it/Pegg io5 . 771 CRC- FORE Peavrvccs• 11 0.89x , sy = O 9S' 04c PE2 vloks = o e g 9 Ac A•EEA Fla 6W1 96T# . A.vE S., O. /S14 c 4S5oNIED A(,c /,vPETevrega. 0FFs /rE EQ vA• LS 7oTAc. OFFS /: //11/021//octs : G.yS'fi o. /S =o,6o TOTAL OFFS/TE pew/oat-5 = 0.39 Ac �C iS S.eni /acr -fi) 7 Frogpn EAST MS /AJ OF 0/v —s/7-E" 42e4 = /6, Z /r!/N. s =$s ocb • o• • • -Ce(C4 75.7 23.3 ( it 77 /o .9,x7 I I I 4 D 11 v %--3- 7t.s �0 G. o Ip qY °_ W 43.4s/A) /-Mf S G4 CE: / A :400 r ,s ° ^ • STORM OPTIONS: 1 - S.C.S. TYPE-1A 2 - 7-DAY DESIGN STORM • 3 - STORM DATA FILE • SPECIFY STORM OPTION: • 1 S.C.S. TYPE-1A RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) • 100,24,4 ******************** S.C.S. TYPE-1A DISTRIBUTION **°***************** ********* 100-YEAR 24-HOUR STORM **** 4.00" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR 'BASIN NO. 1 .39,86,.6,98,16.2 DATA PRINT-OUT: AREA(ACRES) 1.0 PEAK-Q(CFS) .74 ` • I � \^ � 're 2 • ,•• • o• • •: �. I, . � • . ��u./ '•� • • �� °�� m-°�� |+ PERVIOUS IMPERVIOUS TC(MINUTES) CN A CN ' | � ` .4 86,0 98.0 • 16.2 • T-PEAK(HRS) VOL(CU-FT) /. 7.83 � 11780 � �� '� �� • :ENTER [d:][�°-th3file /me[.ext] FOR� STORAGE OF COMPUTED HYDROG APH:. • Air col,: • PEAK F�yo�4 {��/^�jc /�FF«� '.^ ^�f�E�' � � - �� • .��~� , ^� 1 ` _ . ^ � _ . ~ /r PEAL F}�6� EA-Sr �oA�c/�]� ��m�cfs Ct�� SE{�r /��» ) n� / • �� TOTAL W�6~92 P��A�� r 0, 7 q ��, �(� � /, � 2 c�� PERVIOUS CN ` .4 86.0 A • CN .�� 98.0 TC(MINUTES) Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: HEMPEL SHORT Comment: PIPE DESIGN Solve For Full Flow Capacity Given Input Data: Diameter Slope Manning's n Discharge Computed Results: Full Flow Capacity Full Flow Depth Velocity Flow Area Critical Depth Critical Slope Percent Full Full Capacity QMAX @.94D Froude Number PLAT 1.00 ft 0.0050 ft /ft 0.012 ,2.73 cfs 2.73 cfs 1.00 ft 3.47 fps 0.79 sf 0.71 ft 0.0069 ft /ft 100.00 % 2.73 cfs 2.94 cfs FULL A PIPE W/ A. S w/'G OF 0,s-6% I- MS CAPA.c,r t / Tb CWU6-7 0.173 . 7-11e- Ai /iv /0(40m Scope- fRv/'oscD /5 / /4/V.D 7H� To7 4 C.. Q,00 = / �3 - C(/t/CG 77/& p/20/26S6-.0 ,5-4.406" IS 62E-ATEIZ 77/An1 0.S-070 / A'w6 %HE CAI-94c/r7 IS G /ZC4-7EE.. 7tfA N -THE A C7li AL Q ALL. P /DES wile-e- Q E A84.6 7 � vv j 7HC /oO- y� Pip . (.CSe /Z" r' /,°e & 0,51 Air ]. $ -ofie Open Channel Flow Module, Version 3.41 (c) 1991 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 A F F I D A V I T O F D I S T R I B U T I O N yne06,17i;i6/16 hereby declare. that: 0 Notice of Public Hearing O Notice of Public Meeting OBoard of Adjustment Agenda Packet O Board of Appeals Agenda Packet OPlanning Commission Agenda Packet 0 Short . Subdivision Agenda Packet Q Notice of Application for Shoreline Management Permit 0 Shoreline Management Permit 0 Determination of Non - significance Mitigated Determination of Nonsignificance 0Determination of Significance and Scoping Notice O Notice of Action O Of ficial Notice ©,other /��'b Other was mailed to each of the following addresses on Name of Project G-( - ' 006 -4Y1 -540 ig t File Number L )1 003 ti City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF COMPLETE APPLICATION DATED April 1,1999 Mr. Scott A. Hempel 14637 46t Avenue S. Tukwila, WA 98168 RE: File L99 -0003 (Hempel Short Plat). Dear Mr. Hempel: Your application, for a shot plat of property at King County parcel number 00400 -0755, has been found to be complete for beginning substantive review as of February 19, 1999. Substantive review has also been completed and comments from various City departments are attached. Each department should be contacted regarding their comments. .J Additional materials may be required as a result of further substantive review, if in our estimation such information is necessary to ensure that the project satisfies all City development standards. Please call me at 206 - 431 -3684, if you have any questions. Sincerly, e on Um Associate Planner cc: Reviewing City Departments Q: \99 \HEMPEL \CMPLTAPP.DOCCreated on 03/22/99 11:55 AM 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 z '~ Z J O 0 0. w =. CO LL w 0'. u. =a 1— w ? ►- 0 Z�-: uj U 0 N! 0 H, !.L—* O: Z z CITY OF ' °'JKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 SHORT PLAT (P -SS) APPLICATION 1,.,-,. '1 z.f,E ,. :. : t $ ' :, ?f M3 : 4 Yt: 'j. ys YfYk ; . t a :' 4 �) . .? FOR STAFFUSE ONLY g . . F r ..f :+£S�a tf f L. . ,� ;� .. .: f b' . , 4 5' 'Y`c... J .f2 .... . .�.� . .... File ber. I.,:_ C i i ., !, f T ;ef Sh 4 .',f y Receipt Number• \ 3 7 CY �� ;," S £.. ` x t ::; / Protect i=1ie #.Lx ; '� ,.' '' H '. l ., • .k4,H.# ,1,i Y.`q 4" �. �< 5 <3,::S. OApplication ;Complete:(Date:;.;.,�;. ,tiE i '' w : ,;:;: >` , s )`_ Otf�er Flle #. e `.. J ,.3 ` y 5�,., a � q' ., . '. }: Other File 'x Applcationfncomplete;'(Date . J ' ;' I. PROJECT BACKGROUND A. NAME OF PROJECT /DEVELOPMENT: PEPIPS- - 546kr %- B. LOCATION OF PROJECT /DEVELOPMENT: STREET ADDRESS: /4e6 37 S/ 7" A v ASSESSOR PARCEL NUMBER: LEGAL DESCRIPTION: Ab v Quarter :l�l� S ao�000 - o ?S5 - O� -� A-5 ,rr A /4r R�ca,deb /a7 // - / R f.3/ / ?, »i `Ion a //?dacTS Ji!! ( /uw�c // ar p /.arS / r 3/ tic %s, vec Rccohots of /%.c? w ection: ZZ Township: 2 tL Range :4 (This information maybe found on your tax statement) C. CONTACT: (Primary contact regarding the application, and to whom all notices and reports shall be sent) NAME: .Sc. (577 A . /-/ pki,aEL, ADDRESS: /937 ` eri2 7241 vE S- Ski- Wfr/. 98/68 PHONE: Ac>a - iZ z- ¶593 SIGNATURE: �G �Gr ) DATE: / - 95 0. - %h E /tl• /�a /f' o f' 1, 075 // /Z 08 /6 CA 6i /�a(.b 5 °mac 7/--14(7/ Lea 1 Accatebivt % 7clic /9447 7. cxc �7" Mcoaalrc>/ /iv t!o /UK-ir // a7" /3/475, /0A-5‹ 3/ ri; cohds 7' A/At/ Covrvey / WAS/7' art✓ SHTPLTPT.DOC 7/5/96 E. PARCELS: 1 A B C D ZONING DISTRICT 7Uka// 41 EXISTING USE PROPOSED USE AeSAiewrin t-- PROPOSED LOT SIZE Z3 /gcRes DATE OF LAST PLAT: F. PLEASE DISCUSS HOW THE PROPOSED ACTION SATISFIES THE SHORT PLAT COMMITTEE DECISION CRITERIA (BELOW): 1. Create legal building sites with respect to zoning and health regulations; 2. Establish access to a public road for each segregated parcel; 3. If adjacent to another municipality or King County, take into consideration the subdivision standards of that jurisdiction, as well as the requirements of this code; 4. Make adequate provision for drainageways, streets, alleys, other public ways, water supplies and sanitary wastes as deemed necessary; 5. Comply with Chapter 17.20, Design Standards for the Subdivision of Land, and Chapters 17.24 and Chapter 17.28, Minimum Standards for Residential Subdivision Design and Minimum Standards for CommerciaVlndustrial Subdivision Design, respectively; 6. Actions by the applicant to get a boundary line adjustment or short subdivision shall not result in the inability to derive reasonable economic use of the property or create an undevelopable lot under Section 18.45.115, unless that lot is to be dedicated for exclusive use as open space or common tract. ,,) 07- 5-1 74. s 44/10.1 4A.1--� 5� /1/4k*" 7e 1411,rE� • Ncu' Caws7.0 t/ c: /6 J 5/1/9// Ca`v/2} C1(. ?"o ek./57/a'a ss°GJe'L z� iOA /QE'wAt/ 5061e'lllE,v7 FoR ACC 7-0 (6 2-# ,4UE S. -3D f i'Q?' Ad /44• rIv7" TO X i4/o7 4'A 5`•) /a A6e /v,t v /el c/ 45 A'e viRc c — /fie 'i (x' ) A w soh 07 12/A /ix C A // 467s fd hc otdiciop 4.hA SHTPLTPT. DOC 7/5/96 { 5Uk tie/ /" /AniS z 1— Z w rt QQ 2 JU oo .co D wi J 1- N LL : wo g u. co O _ z �. o. zt- ut o -; CI H wW. H U. .uiz. O�. z Return Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 _� re W. 6 JU U O' 10 CY CO W: W =' . W Grantor(s): . Last Name First Name Last Name First Name g = d' Additional grantors on page _ of document. I-" W. ;z� F=O Grantee(s): The Public Z F' D o; Assessor's Property Tax Parcel or Account Number(s): 0051000 `c7S5-- -69 o cn= cy ,8/41 c4 /4o(oa� s /96141E w z,. � 7h�4CT5 � /4� ca/t��k/'a % %/i c P /s�T T Cite e� U co g<7coAc 'E,n /h/ Vo /u�t P // o� f%1 r5 4j c 3 / / /�ccancls c c K /wY o H Cavwr z r ,�s,�;�d� _ s;r��,�7� a ,w TNT co„w. —y o� k,w�, After the Short Subdivision: Sf0are of vvAsw /A/refl. / SHORT PLAT NUMBER CITY OF TUKWILA, WASHINGTON Legal Descriptions: Before the Short Subdivision: 771E Na/C71 /' /" OF 4,675 // Am; /2 Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this day of , 19 Chairman, Short Subdivision Committee Page 1 of • SIGNATURES DECLARATION: Know all men by these presents that we, the undersigned, owner(s) 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 divided in any manner within a period of five years, from date of record, 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 and in accordance with the desire of the owner(s). In witness whereof we have set our hands and seals. Name: )en// A t'"/ Name: Name: Name: Name: Name: Name: Name: STATE OF WASHINGTON County of King On this day personally appeared before me l ) eG77 to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledge that he- signed the same as hi free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN .under my hand and official seal this 7 • STATE OF WASHINGTON County of f<ing On this day personally appeared before me 5(..-77 to me me known to be the individual described in and who executed the within and foregoing instrument, and acknowledge that %f e. signed the same as %U'JS free and voluntary act and deed, for the uses and 'purposes therein mentioned. GIVEN under my hand and official seal this 7 d of Oilr/a4.A , Signature: < / /• (.fG[/ Signature: Name as commission. Title: AG2 My appointment expires: Name as commission - d: Title: 'D-Ata'U- fidoite. My appointment expires: Short Plat Number Page of D. PROPERTY OWNER DECLARATION 4 The undersigned makes the following statements based upon personal knowledge: 1. 1 am the current owner of the property which is the subject of this application. 2. All statements contained in the application are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. I understand that conditions of approval, which the City and applicant have jointly agreed may not be completed prior to final approval of the construction (e.g., final building permit approval) will be incorporated into an agreement to be executed and recorded against the property prior to issuance of any construction permits. I declare under penalty of perjury under the laws of the State of Washington and the United States of America that the foregoing statement is true and correct. EXECUTED at 7/ 4fcJ, /P& (city), Wa SA • (state), on /- 7 ,199 0 (Print Name) /'C37 - (Address) /A W AMPE L_ Ave 5 Se A. iii' e • 9W/‘g gae -Asi.z -5513 (Phone Nu,�Jmb.er) �% (Signature) Use additional sheets as needed for all property owner signatures. z W; IX as J U` o o cn w J 1_, co � LL . = et 4— w_ z� z I: 111 uj o- o �' w W, H U .. z. U co 0 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 SHORT PLAT APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Department. Please contact the Department if you feel certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. The initial application . materials allow starting project review and vesting the applicant's rights. However,' they in no way limit the City's ability to require additional information as needed to establish consistency with development standards. :Department staff are available to answer questions about application materials at 206 - 431 -3670. RETURN THIS CHECKLIST WITH YOUR APPLICATION APPLICATION FORMS: Application Checklist Application Form (4 copies) and $200 fee O Administrative Planned Residential Development application if wetlands, streams or their buffers, or slopes over 20 %, are on site. (JIB❑ A complete SEPA Checklist Application if project is not exempt ❑ Other applicable land use applications PLANS: A vicinity map showing location of the site Survey Map with original surveyor's stamp (4 copies) • The survey map should be a scaled drawing on paper no smaller than 8 -1/2" by 14 ", and should include the following elements: Existing lot lines (dashed lines), including: • Dimensions and bearings of all existing lot lines and identification of existing property corners. • Existing structures with addresses • Existing lot numbers or letters (e.g. Lot A or Lot 1) Proposed lot lines (solid lines), including:. • Dimensions and bearings of all proposed lot lines, and identification of proposed . property corners SHTPLTPT.DOC 9/30/96 • Proposed lot num s or letters (e.g. Lot A or Lot 1) Total lot or parcel sizes in square feet Mean lot width of all Tots ❑ Dimensions of existing and proposed utilities. Utility information to also include: Cs Location, size and material of utility pipes for sewer systems and location of drain field and septic systems. • For drainage systems show how water is to be retained on site or detained /conveyed off - site (wet ponds /detention facilities /percolation pits, swales and pipes) • Invert' elevation of pipe(s) at proposed connection point(s) to downstream facilities. ❑ Existing and proposed utilities easements. Clearly identify what is proposed and what is existing: Provide documentation of existing easements. ❑ Prototypical development plan and lowest floor elevation of each proposed structure (Referenced to NGVD datum) to demonstrate development feasibility on the proposed lots. W• idth and names of existing adjacent public rights -of -way. ❑ Existing and proposed access roads, access driveways, including locations, grades (slope), widths and lengths. Also include turnarounds or hammerheads (where necessary) serving the subdivision. Clearly identify what is proposed and what is existing. Provide documentation for existing easements. Location of nearest fire hydrants (with water district identification numbers shown), distance to property and any proposed hydrants or sprinkling needed for adequate fire protection. Existing trees over 4" in diameter by species. OTHER REQUIREMENTS: ❑ Legal Descriptions (for all existing and proposed lots) with original surveyor's stamp (4 copies). Affidavit of Ownership Title report dated within 30 days. Sewer and water "availability letters" from Utility Districts (use City of Tukwila Water Availability Form for water availability). Not required if served by the City of Tukwila. Copy of maintenance agreement for common utilities and access (if privately owned). Topographical plan showing existing and proposed contours at 2' intervals for'sensitive areas and their buffers (TMC 18.44). Any sensitive areas studies required by TMC 18.45. ❑ Proof that the original lot(s) are recognized as separate Tots pursuant :to the provisions of TMC Title 17 and RCW ch. 58.17. • A list of any existing environmental documents known to the applicant that evaluate any aspect of the proposed project. ❑ A tree clearing plan, if required by TMC 18.54. SHTPLTPT.DOC 12112/96 c�* , CITY OF T UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H-lla Certificate of Water Availability PROJECT #: (Required only if outside City of Tukwila water utility district) (To be completed by applicant) showing hydrant location and size of main): PART A: Site Address (Attach map and Legal Description /i167 3 7 -, 4/‘ T'"Auc 5. /ekw/ As Gc>,pSN• 48/6r Owner Information:. , .:.: :. :.:...::..:::. �...:. •r::.:...... Agent/Contact Person:...:..:.,.:...; ::::: - ..: .. Name: 5e_07- A , /10.4/fee-e-- Name: S4s 2J Address: /1/a37 - 546 711 A vE S. Sea Gil., Address: Phone: 2b6 -Ay &. T5V3 5FS/6iS Phone: This certificate is for the purposes of: ❑ Residential Building Permit ❑ Preliminary Plat Il Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): 3 iv E64.) % fi Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): # RS- Owner/Agent Signature:: / J `Or A. r, &M� Date: /" Y - 9g PART B: (To be completed by water utility district) The proposed project is located within —I CA L_.51 I v-r_____(City /County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: 1\ P (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of gpm at 20 psi residual for a duration of 2 hours at a velocity of 7 fps as documented by the attactied calculations. I hereby certify that the above information is true and correct. t C©. L( )P3 7 fER .0 7 Agency /Phone 2,2 ' 2 SCa - 'S'f7 By 6 Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone Date • . "WORKING TOWARD A SETTER ENVIROW ENT" SEWER DIJSY'IRIICT V(1 L v6) 1/Z 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY X Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other `ig Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: 3c.077- A /'�s wi/0L Phone: 1,66 - A yA - S-5' 73 Property Address or Approximate Location: / `f /3 7 - 4ic 71v ,-c.r 5 . Z-cle- 17 7/6 V Legal Description(Attach Map and Legal Description if necessary): tdrffe CA ¢ ct / Part B: (To Be Completed by Sewer Agency) i/ 1. W a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) 2) 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. Iiii a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District of city, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges clue prior to connection: l.� a. $St) s LA x,,Pnyu GFC: $ 8C-07/df3 +1tSFC: $ /400c2/443 4-4 UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: 0 Fequired [21 May be Required • c. Other: or 'yes-ho-v.3 o f Scale - v S yf vu, e- i 41 a h jr. rp7UIvt,t,e*l'k Goss. G� VQ/ 1due . �. I hereby certify that the above sewer agency information is true. This certification shall be valid for one year f the date of si na re. 4sof /✓I r Title //g/99 Date z \4 ~ W re 6 UO CO 0 IL I v)W Z [.VOC 2/Z RECORDING NO. VOL. /PAGE SCALE: 1 inch = 50 ft. lIT117 1 1 1 25 0 50 100 PORTION OF NW 1/4 OF NE 1/4, SECTION 22, T 23N, R 4E, W.M. R/W 4 R/W — — cc ,-Q TOTAL LEGAL DESCRIPTION: c ,''' ---]"?1,:',‘/t.:(1-1 ADAMS HOME TRACTS, AS RECORDED IN VOLUME THE NORTH HALF OF LOTS 11 AND 12, BLOCK 6, h) � , i5 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, _ WASHINGTON. (40, 021.5 SOUARE FEET) I ' REVISED LEGAL DESCRIPTIONS: I LOT 1: C THE NORTH HALF OF THE NORTH HALF OF LOT 11, BLOCK 6, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF IN VOL. 11 OF PLATS, PG. 31, RECORDS OF KING COUNTY, WASH- INGTON. LOT 2: THE SOUTH HALF OF THE NORTH HALF OF LOT 11, BLOCK 6, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF IN VOL. 11 OF PLATS, PG. 31, RECORDS OF KING COUNTY, WASH- INGTON. LOT 3: THE NORTH HALF OF THE NORTH HALF OF LOT 12, BLOCK 6. ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF IN VOL. 11 OF PLATS, PG. 31, RECORDS OF KING COUNTY, WASH- INGTON. LOT 4: THE SOUTH HALF OF THE NORTH HALF OF LOT 12, BLOCK 6, ADAMS HOME TRACTS, ACCORDING' TO THE PLAT THEREOF IN VOL. 11 OF PLATS, PG. 31, RECORDS OF KING COUNTY, WASH- INGTON. SANITARY SEWER INFORMATION: SANITARY SEWER MANHOLE RIM ELEVATION: 116.74' I.E. IN FROM SOUTH, ELEV. 103.04' I.E. OUT TO NORTH, ELEV: 102.94' NOTES: FIELD MEASUREMENTS FOR THIS SURVEY PERFORMED WITH A 2" TOPCON GTS 38 INSTRUMENT, BY TRAVERSE METHODS, AND MEET OR EXCEED ACCURACY STANDARDS OF 1:10,000. THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP ARE PER RECORD TITLE INFORMATION AND REPRESENT DEED LINES ONLY. THEY DO NOT PURPORT TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF LAW. THE BENCHMARK USED FOR VERTICAL DATUM ON THIS MAP IS CITY OF TUKWILA B.M. NO. 16, LOCATED ON S. 146TH ST. 400' EAST OF HIGHWAY 99, PK NAIL. ELEVATION = 292.05' ALL EXISTING BUILDINGS, EXCEPT HOUSE, ON SUBJECT PROPERTY TO BE REMOVED. z Viz. W • J 00 CO • to W � 1- UW O. g Q. N H 2 z� • z ,-. lu �p U N. .0I- WW — u'O` z U 0. Z SCHEDULE A AMOUNT OF INSURANCE: $182,500.00 DATE OF POLICY: MARCH 30, 1998 AT 1:18PM NAME OF INSURED: SCOTT A. HEMPEL, A SINGLE MAN POLICY NO. 357436 -2A PREMIUM: $529.00 2. THE ESTATE OR INTEREST IN THE LAND WHICH IS COVERED BY THIS POLICY IS: FEE SIMPLE ESTATE TITLE TO THE ESTATE OR INTEREST IN THE LAND IS VESTED IN: THE NAMED INSURED 4. THE LAND REFERRED TO IN THIS POLICY IS DESCRIBED ON SCHEDULE A -4 ATTACHED. PAGE 1 OF 4 Z =H �.. Z re 2 6 ;U 0; W' W Z, N LL W0. g J' LL=. Z 0 ▪ W— ▪ 1 0 ; • Z al O H Z: SCHEDULE B EXCEPTIONS FROM COVERAGE POLICY NO. 357436 -2A THIS POLICY DOES NOT INSURE AGAINST LOSS OR DAMAGE (AND THE COMPANY WILL NOT PAY COSTS, ATTORNEY'S FEES OR EXPENSES) WHICH ARISE BY REASON OF: PART ONE: 1. 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. z tet J U 0 C N 13 (o w : w = J H w o. tL Q D 2. ANY FACTS, RIGHTS, INTEREST, OR CLAIMS WHICH ARE NOT W' 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. Z 3. EASEMENTS, CLAIMS OF EASEMENTS OR ENCUMBRANCES WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS. O (D: 4. DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGE IN = w AREA, ENCROACHMENTS, OR ANY OTHER FACTS WHICH A CORRECT SURVEY WOULD DISCLOSE, AND WHICH ARE NOT SHOWN BY PUBLIC RECORDS. Z 0 H; z 5. (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. 6. 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. 7. ANY SERVICE, INSTALLATION, CONNECTION, MAINTENANCE, CONSTRUCTION, TAP OR REIMBURSEMENT CHARGES /COSTS FOR SEWER, WATER, GARBAGE OR ELECTRICITY. PAGE 2 OF 4 SCHEDULE B PART TWO: POLICY NO. 357436 -2A 1. GENERAL TAXES (AND RELATED ASSESSMENTS, IF ANY) FOR THE YEAR 1998. TAX ACCOUNT NO.: 004000 - 0755 -09 THE FIRST HALF HAS BEEN PAID. THE SECOND HALF IS PAYABLE, BUT NOT DELINQUENT UNTIL NOVEMBER 1ST. 2. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: SCOTT A. HEMPEL, A SINGLE MAN TRUSTEE: FIRST AMERICAN TITLE INSURANCE COMPANY BENEFICIARY: THE LOAN SOURCE INC., A WASHINGTON CORPORATION ORIGINAL AMOUNT: $146,000.00 DATED: MARCH 25, 1998 RECORDED: MARCH 30, 1998 RECORDING NO.: 9803302027 THE BENEFICIAL INTEREST COUNTRYWIDE HOME LOANS, BY DOCUMENT DATED MARCH 1998 UNDER RECORDING NO. HAS BEEN ASSIGNED OF RECORD TO INC. DBA AMERICA'S WHOLESALE LENDER 25, 1998 AND RECORDED ON MARCH 30, 9803302028. END OF SCHEDULE B PAGE 3 OF 4 ;�, SCHEDULE A -4 POLICY NO. 357436 -2A THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF WASHINGTON, COUNTY OF KING AND IS DESCRIBED AS FOLLOWS: THE NORTH HALF OF LOTS 11 AND 12, BLOCK 6, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PAGE 4 OF 4 QQ � ,JV No. (n.W N W O` J' IL Q a. � W! :I0 'Z F- W W; 0 cot ;0 • �W Wi Z: ENDORSEMENT Attached to Policy No. 357436 -2A Issued by FIRST AMERICAN TITLE INSURANCE C3MPANY 1. This endorsement shall be effective only if at Date of Policy there is located on the land described in the policy a one -to- four family residential structure, in which the insured owner resides, either at Date of Policy or within one year of Date of Policy, as the insured owner's principal residence. For the purpose of this endorsement the term "residential structure" is defined as the principal dwelling structure located on the land, together with a garage or carport used for storage of noncommercial vehicles. The term "residential structure" shall not include detached outbuildings (other than a garage or carport as defined herein), driveways, walkways, boat ramps, docks, recreational facilities of any kind, subsurface lines, pipes, tanks, septic systems and /or drainfields, plantings of any nature, perimeter fences or perimeter walls, or any other improvements which are not an integral part of the residential structure. z IX 2 u6 D UO: o wi CO U. w0 2 gQ =w z� 1-0 w w 0 O m' C1 1 w w: 2. The Company hereby insures the insured owner against loss or LL F-: damage which the insured owner shall sustain by reason of: z UN O z a. the existence at Date of Policy of any unrecorded statutory liens for labor or materials attaching to the estate or interest arising out of any work of improvement on the land in progress or completed at the Date of the Policy, except those liens arising out of a work of improvement for which the insured has agreed to be responsible. b. the removal of the residential structure or interference with the use thereof for ordinary residential purposes as the result of a final Court Order or Judgment, based upon the existence at the Date of the Policy of: (1) any encroachment of the residential structure or any part thereof onto adjoining lands, or onto any easement shown as a special exception in Schedule B of the Policy, or onto any unrecorded subsurface easement; Page 1 of 2 WA -90 - Homeowner's Additional Protection ,..,, . ..__: J (2) any violation on the land of enforceable covenants, conditions or restrictions, provided that this coverage shall not refer to or include the terms, covenants and conditions contained in any lease, sub -lease or contract of sale referred to in this Policy; (3) any violation of applicable zoning ordinances to the extent that such ordinances regulate (a) area, width or depth of the land as a building site for the residential structure; (b) floor space area of the residential structure; (c) set back of the residential structure from the property lines of the land; or (d) height of the residential structure. c. damage to the residential structure resulting from the exercise of any right to use the surface of the land for the extraction or development of the minerals shown as an exception in Schedule B, or excepted from the description of the land. For purposes of this endorsement, the words "covenants," ' "conditions" or "restrictions" shall not be deemed to refer to or include any covenants, conditions or restrictions relating to environmental protection, except to the extent that a notice of violation or alleged violation affecting the land has been recorded in the public records at Date of Policy and is not excepted in Schedule B. This endorsement is made a part of the policy and is subject to all of the terms and provisions thereof and of any prior endorsements thereto. Except to the extent expressly stated, it neither modifies any of the terms and provisions of the policy and any prior endorsements, nor does it extend the effective date of the policy and any prior endorsements, nor does it increase the face amount thereof. First American Title Insurance Company BY BY WA -90 �I,j i E IN r� 941 ; ` 'c• , fi r' St 1 ".1/ if) �` 'ran PRESIDENT P I "' I. -- t ASSISTANT SERE RY ' J i • c.' '' = ge 2 ot� omeowner's Additional Protection . 1 RV 1 Jr... I NTEC b4 c S. 142nd PL. S. 144th ST. :ONE 2 ONE 1 - HGL. u. 2 < w Z: I-0 Z uf 2 D: D C.) w 0 I- UJ w 1 - wz - 0 c.) 0 File: L 99 -0003 5mm Drawing #1 -4 20000726900002 SHORT PLAT NO. L -99 -0003 . • APPROVALS: DEPARTMENT OF PL AMMO _ROM•Il1NTY LOPPENT Ex ar hed gad approved this - day of ._-' 201Q DEPARTMENT OF ASSESSMENTS • . Examined and approved this 6 day of vEi 20 0. (2 RECORDING NO. .2D000 7..2. G 9 O OQ O SZ VOL. /PAGE / a 9 4w Chakpsrson, 9nrtL Subd•FVNion Camtktii WORKS X,, ovveed this day of AA3aSl___, 20,CAP .11.0 1 , Sever • No6Le. Asses cig ex.1 S• De fifty Mausor Account Number •e" ao0 - 0 79'3' PORTION OF NW 1/4 OF NE 1/4, SECTION 22, T 23N, R 4E, I.M. DECLARATION arks e Know all men by these present that we, this undersigned, owner(a) In fee simple of the land herein described chb hereby make a Short subdivision thereof pursuant TO RCW !!&17.050 and acknowledge that sold subdivision shall not be further divided in any manner within a period of five yeti er, from date of record. without the filhg of a final plot. The under:Aqpned further declare this short plat to be the graphic rpreseetdtion of said short subdivision and the same is made with the free consent and in accordance with the desire of the owntr0). In witness whereof we set our hands and agoIe, • DEDICATION • • • TOTAL LEGAL DESCRIPTION: BASIS . OF BEARINGS: SANITARY SEWER INFORMATION; THE NORTH HALF OF LOTS 11 AND 12. BLOCK 6. THE BASIS OF BEARINGS FOR THIS SURVEY /S SANITARY SEVER MANHOLE ADAMS HOME TRACTS, AS RECORDED IN VOLUME THE CENTERUNE OF S 146TH STREET, AS RIM ELEVATION: 116:74' 11 OF PLATS PACE 31, RECORDS OF KING COUNTY, SNOW (11875540 "N) I.E. iN FROM SOUTH, ELEV. 10.'104' WASHINGTON. (40,021.5 SQUARE FEET) LE. OUT 70 NORTH, ELEV: 102.94' REVISED LEGAL DESCRIPTIONS: CATCH BASIN INFORMATION: CROSS REFERENCE: Know all people by these presents that, wee the undersigned owners of interest in the land hereby short• subdivided, hereby declare this short Oat to be the graphic representation of the short subdivision modie hereby. and do hereby dedicate to the use of the public fmrever all Y P streets and avenues not shown as private ereon and dedicate the use thereof for all public purposes not inconsistent with the use thereof for public ,highway purposes, and also the right to make all necessary slopes for cuts and fills upon ,thb lots shown thereon in the original reasonable grading of said streets and avenues, and further dedicate to the Wm of the public all the easements and tracts shown on this short plot for all public purposes as indicated thereon, including but not i limited to parks, open space, utilities and 4ro Hoge unless such easements or tracts are specifically identified on this short plat as being dedicated or conveyed to a person or entity other than the public, in which case 'Joe do hereby dedicate such streets, easements, or tracts: to the person or entity identified and for the purpose stated. This subdivision and dedication is mode with tilt free consent and in accordance with the desires of said own4re 4 ( A' Pap, j / =t{ , i1d, • FLQ } r ores Pales O % " . LOT 1: BEGINNING AT THE NORTHEAST CORNER OF LOT 11 BLOCK 6 OF RIM CATCH BASIN TYPE 1 REFERENCE: IS MADE TO THE fOLLOVINC SURVEYS FOR RIM ELEVATION: 119.72 THE PLAT OF ADAMS TS NOME TRAC AS REC IN VOL. 11 Or SECTION SUBDINSiON AND 77E INFORMATFOM . 12" STEEL LE. SOUTH, ELEV..: 116.46' PLATS PG 31: THENCE A187'5907 1' ALONG THE NORTH RECORD Or SURVEY BOOK 10 PAGE 24 12" STEEL I.E. EAST, ELEV.' 116.36 LINE OF SAID LOT 11 A DISTANCE OF 13185 FEET TO A POINT RECORD OF SURVEY BOOK 89, PAGE 56 ON THE NORTH LINE OF LOT 12 OF SAID ADAMS HOME TRACTS RECORD or SURVEY BOOK 74 PAGE 63 C82 CATCH BASIN TYPE 1 THENCE SOIV958 "W 77.65 FEET; THENCE S8758151 TO THE RECORD OF SURVEY BOOK 24, PAGE 87 RM ELEVATION: 119.37 WEST LINE OF SAID LOT 11 A DISTANCE OF 133.87 FEET: ADAM'S HOME TRACTS VOL 11, PCB 31 12" STEEL I.E. NORTH ELEV.: 116,77' THENCE NO117900 £ ALONG THE EAST LINE OF SAID LOT 11 RECORDS OF KING COUNTY, WASHINGTON A DISTANCE OF 7Z68 FEET 70 THE POINT OF BEGINNING; LESS C93 CATCH BASIN TYPE' 1 THE EAST 10 FEET THEREOF DEDICATED TO THE CITY OF TUKIVLA RIM ELEVATION: 107.96 FOR RIGHT OF WAY PURPOSES. 8" CONC. iN FROM NORM, ELEV.: 106.16' NOTES: 16" CONC. LE. SOUTH, ELEW 105.86' LOT 2: COMMENCING AT THE NORTHEAST CORNER OF LOT 11 BLOCK 6 OF FIELD MEASUREMENTS FOR THIS SURVEY PERFORMED THE PLAT OF ADAM'S HOM€ TRACTS, AS REC. IN V02. 11 OF PLATS, WTTf A 2" TOPCON 0I5 39 INSTRUMENT, BY TRAVERSE PC. 31• THENCE S01179'00 W ALONG 7HE EAST LINE OF SAID LOT METHODS AND MEET 01? EXCEED ACCURACY STANDARDS 11 A DISTANCE OF 77.68 FEET TO THE POINT OF BEGINNIN0 OF 1:10,000. THENCE CONTINUING SOI t79 00 "W ALONG S4ID EAST LiNE A DISTANCE OF 77.6 FEET: THENCE N875723"W 11189 FEET, THE BOUNDARY CORNERS AND LINES DEPICTED ON THENCE NOIV9'SS E 77.65 FEET,• THENCE S875815'E TO THE 7HiS MAP ARE PER RECORD 777•E iNFORMATIOW AND EAST LINE OF SAID LOT 11 A DISTANCE OF 733.87 FEET 7O THE REPRESENT DEED LINES ONLY. THEY DO NOT POINT OF BEGINNING` LESS THE EAST f0 FEET THEREOF PURPORT TO SHOW OWNERSHIP LINES THAT MAY DEDICATED 70 THE CITY OF 7UKMLA FOR RIGHT OF WAY PURPOSES OTHERWISE BE DETERMINED BY A COURT OF LAW LOT 3• THE BENCHMARK USED FOR VERTICAL DATUM ON THIS BEGINNING AT THE NOR7HNAST CORNER OF LOT 12 BLOCK 6 OF THE MAP IS CITY OF 7UKWILA B.M, NO. 76, LOCATED ON THE PLAT OF ADAM'S /{OM,€ TRACTS AS REC. iN VOL. 11 OF PLATS S 146771 ST. 400' EAST OF HIGHWAY 99, PK NAIL. PC. 3fi THENCE S01'1055 W ALONG THE VEST LINE OF SAID LOT ELEVATION 292.05' 12 A DISTANCE OF 77.82 rFFT• THENCE C87'50151 12387 FEET:. THENCE NO1119'581 77.65 FEET TO A POINT ON THE NORTH LINE OF SAID LOT 12; THENCE N8759'071W ALONG THE NORTH LiNE OF OF SAiD LOT 12 12384 FEET 1O THE POINT OF BEGINNING. LOT 1 50. F7 9.618.06' LOT 4: LOT 2 SQ. FT 9,819.75' COMMENCING AT THE NORTHNEST CORNER OF LOT 12 BLOCK 6 OF LOT 3 SO. FT.. - 9,614.21' THE PLAT OF ADAMS HOW TRACTS; AS REC. IN VOL 11 OF PLATS LOT 4 SO. FT. Ar 9,615.90 PC. 31; THENCE S0110'55 W ALONO THE NEST LINE OF' SAID LOT TOTAL S0. FT.: 38467.92' 12 77.82,'EET TO THE POINT OF BEGINNING: THENCE CON7INU/N7Q 12169 FEET• THENCE N01'09'58(E 77.65 FEET; THENCE N8758'15 "W • 7.2.167 FEET TO THE POINT OF BEGINNING PRIVATE ACCESS, UTILITY AND STORM DRAINAGE MAINTENANCE .AGREEMENT: (Print Name) alZyams) ejyu / '4•J7" 7 Zr S. 1 mss ; TA" uN $ ii -idr / -Cal 'V ES F S, 4D*VS1 Z. (Address) "!:••4) /4r • G A• (Address.) Vbel ls.JAA1•04 r 44 (k4.3 C- XifZ • 6T/3 ,UO i 34.410/0 t`0 (Phone Number) u er) ■ • _ ^_ a Signature) ,gn ure) STATE OF WASHINGTON County of King on this day personally appeared before me Aim i'b ij d - to me known to be the Ividual who exeuted the for n and acknowledged thou signed the home as voluntary LOTS 3.AIID 4 OF THiS SHORT PLAT SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE PRIVATE ACCESS. PRIVATE UTILITY, AND PRIVATE STORM DRAINAGE SHOW HEREON A ND SHALL BE EQUALLY RESPONSIBLE FOR 71E c CITY TREASURER'S CERTIFICATE ` ,instrument sot and deed for the uses and purposes mentioned therein. GIVEN nder y hand and offcial Ithis '. Q do of y a3 2 ° Signature: i i AJ it Wier -c • 4.:...,.. -4. 44 ' '••o} cornmlaalo • •.' ,>•, ; •1,: • _ , ,r • Title: Ill ILDUL', There ore no delinquent pedal assessments. and oil special assessments EASEMENT LINE /CURVE TABLE: on any of the property that le dedicated as streets, oMeys or for other public use are paid in full. Examined and approved by th Ctty of. Tukwila Finance Department this 2.44" vh day of 0ly 2000. LINE DIST. BEARING L7 100.32' N8758'15 "W , ,r• • . ' My oppointmeet ,expires: 5 • g • tri L2 20.00' N1V900 / CIAN K __ u L3 101.01' N8758'15 "W ST fT)< OF WASNiNOTpN Gouty (0F. WA g • • • t'tI _ LLtt On this day personally appeared before me :IQLYJAI A-, Pra,q 9ZA L4 37.15' N1119'58 E _ Finance Director COUNTY TREASURER'S CERTIFICATE L5 20.00' N8758'15"W Nr0958 f L6 14&02' to me known to be the individual who excub c the foregoing Instrument and acknowledged that be /she signed the some as Igelgit voluntary L7 20.00' N8757'231W Q CL. J I certify that all taxes ore and that o deposit has been L8 36.46' Nf119'58E act and deed for the uses and purposes mentioned therein. C1 GIVEN d my hand and °t etol seal this •; S"4- day of property pald in to the taxes for the following mode sufficient amount pay r, that there are no delinquent special assessments certified to his NUM DELTA RADIUS ARC • office for collection; and that all special assessments on any C1 8910613" 2120' 36.09' - "' 2.oOO til 1 property herein dedicated as streets, °bye. of for other public use C2 905147" 23.20' 36.79' Signature are paid in full. Examined and approved by the King County finance Department • this day of , IERRISTALUNGS ,f„, Commission #118420 'erri • J J Notary Public - Cchtershof- commissioned' s, S }ds.'Y \rigt / Ventura County t { t M Comm. Ex res Ma 25, Title: N E 4.s .vi 1' ► D) l L. Deputy King County Treasurer King County Treasurer My appcintmedt expires. 1MIuf Z'S) 200 Z Short Plat Number RECORDER'S CERTIFICATE: 'a'°' flied for record this,7.fir ..cloy dfx' aA.q 20:tiiQlot'tM h book ). ..ofilr4rf,at page..Mat :the request of James D. Crones ( / .. .F.,1. :.,. R f 11rr -f4 a Mgr. upt. of Record$ LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents .a survey made by me or under my direction in conformance with the requirements of the appropriate State and County Statute and Ordinance In March, 1998 •. Certificate No. 29537 4, _ z 1 4 CRONES & ASSOC F V y N ;' , i f • DIVES , "`:.... D.O •' ' ", • A1e? ;•; ` '` ' " 4 • ` 'es. - OA',LLAO 1/T7/O1 . • • .. 6 -2 -2000 `: ;t "' ' SHORT PLAT FOR SCOTT HEMPEL ! LAND SURVEYORS Zvi,,,,,,i/,,,,,,A t 23106 190th Ave. S.E. Kent Washington 96042 (425) 432-5930 DWN, BY BDH/MLS DATE OCTOBER, 1998 JOB NO. HEMPS- 1A.FLX CHKD. BY PJE SCALE 1 " =SOS SHEET OF 2 tl `I;I' '- 'tiIir,irTi.rrrr•rrr 1fl7T- 0 s 1.I cl ,.t J Eft 5 ' t o. M11nj1iniliul1ulilnnlnu1111 111niilii 111.11111iIlIIIIIUIIIIIiIIIiI1IIIIIn1iliIIIl1l1•llnlull1ni llnn1nulini1Inilll .11111iilllil A City of Tuk 'Wila SHORT PLAT NO. L -99 -0003 co, C, MON. WITH BRASS DISK (PER ROS 103 -24 W. UNE OP NE 1/4 OF sea 22 -23-4 GRAPHIC' SCALE (INFEST) 1 inch = 30 ft. VICINITY MAP N.T.S. Vt S . 144TH ST. S. 7467H ST. S. '148TH ST. stye • eo PORTION OF THE NW 1/4 OF NE 1/4, SECTION 22, T 23N, R 4E, W.M. R/W )7614! PER ROS O1 8 NW CORER OF LOT 12 OF ADAMS HOMES TRACTS 787.60'(M) ousts or BEARING,) S. 146TH STREET 9 1387.86 (C) R/W RECORDING NO. 1.0000 7a6 90doo„2_ -- — R/W to POUND REBAR AND CAP LS,, 23604 .03'E & .12'S OF PROPERTY CORNER I t S87'59'07"E: 247.69' N87'59'0719 25.00 NE CORNER . OT 11 OF ADAM HO TRACTS 123.84' 13 TREE COUNT: 14637 46TH AVE. S 218D SO. FT. 123.87' ssr5e.15( 15' 15' VOL. /PAGE i3, . -' a LEGEND: • MONUMENT • SET 2X2 WOOD LINE STAKE THE E. LINE OF THE NW 1/4, NE 1/4. OF SEC: 22 -23 -4 123.89' 87'57'23"E 1 FIR 18" 2 FIR 16" 3 FUR 16" 4 APPLE 12" 5 FIR 18" (2) 6 MAPLE .16" 7 MAPLE 16" 8 MAPLE 28" 9 MAPLE 18" 10 MAPLE 18" 11 MAPLE 16" 12 MAPLE 16" 13 MAPLE 18" 14 DECIDUOUS 18" (2) 15 CEDAR 16" 18 MAPLE 8" (4) 17 DECIDUOUS 4" 18 MAPLE 8" (10) 19 APPLE 12" 20 APPLE 12" 314 24778' S. 'LINE OF THE N. 1/2 OF LOTS 11 * 12 BLOCK ADAMS HOME TRACTS PROPOSED 20' WIDE DRIVEWAY ACCESS FOR LOT 2 S00'20'45'E 119.79' 4 R/W 1-°18. 1 48TH STREET ' 0 C13 C4 N- A CRONES & ASSOC. LAND SURVEYORS ,2:1106 1906 A.. 9.E. Kent Wallington 911042 (415) 432 -5930 SET.5 /8" REBAR ! CAP LS020537 SET OR FOUND PK NAIL FOUL REBAR (ND CAP) RECORD OF SURVEY SEWER MANHOLE POWER POLE FIRE HYDRANT MATER DIST. /125 TRAVERSE POINT CALCULATED DISTANCE MEASURED DISTANCE WATER METER STORM DRAIN CATCH BASIN SEWER CLEANOUT 1 10' WIDE AREA TO BE DEDICATED FOR R.O.W. PURPOSES 70 THE CITY OF TUKWI(A, UPON REC. • OF THIS SHORT PLAT W CD a a. -j 0 SHORT PLAT FOR SCOTT HEMPEL DWN. BY BDH /MLS DATE OCTOBER, 1998 JOB NO. HEMPS- 1A.FLX CHKD. BY PJE SCALE 1'4=30' SHEET 2 OF' 2 `0"In 4 nnl...Inn lunln n l nu lnn li u/Inn luu line lunl • 0 NW CORNER OF LOT 12--/ OF ADAM'S HOMES TRACTS LINE DISTANCE BEARING L1 20' N 01'09'00' E L2 101.01' N B7'58'15" W L3 37.15' N 01'09'00' E L4 20' N 8758'15" W L5 140.02' S 01'09'58" W L6 20' S 87'58'15" E L7 36.45' N 01'09'58" E L8 100.32' S 87'58'15" E' CURVE LENGTH RADIUS DELTA C1 36.79' 23.20' 90'51'47" C2 36.09' 23.20' 89'08'13" W h Q us ^I" • FOUND REBAR AND CAP LS# 23604 .03'E & .12'S OF PROPERTY CORNER 123.87' S8758'15'E S8759'07'E 123.84' pROf . SQU Ff. 2250�T 3 L 0 20.00' L3 24769' X . t. -T ORpT 1 0155 N87'59'07 "W 25.00' NE CORNER OF LOT 11 OF ADAM'S HOMES TRACTS -- --X 123.84' 7 SE0 EXISTING HOUSE ® 14637 1 46TH AVE. S. m 1,150 SQ. FT. " X Lx_x_xi C� L2 �� S87'S8'15'E I ! ;1.89' x 'L5 1 12'3.87' 10' SS PROP' so. Fr. 225° - 4 LOT ' 12`3.89— 587'57'23"E \OiA 12 GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TIIE CITY OF TUKWILA. IT SHALL DE THE SOLE RESPONSIBILITY OF TIIE APPLICANT AND TIIE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM TIIE ABOVE REQUIREMENTS FOUND IN TIIESF.'PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF TUKWILA. 2. TIIE DESIGN ELEMENTS WITIIIN THESE PLANS HAVE BEEN REVIEWED BY THE CITY OF TUKWILA. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY TIIE PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (e.g., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MAST BE MELD BETWEEN THE CITY OF TUKWILA INSPECTION SECTION, THE APPLICANT, AND TIIE APPLICAII'T'S CONTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. . 0. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH TIIE CITY OF TUKWILA; NORMALLY, THIS IS 7 A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. T0,10 P.M. ON WEEKENDS. 7. IT 55A1J: DE TIIE APPLICANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CORSTRUCTI011 EASEMENTS NECESSARY BEFORE INITIATING OFFSITE WORK WITHIN THE ROAD RIGIIT-OF -WAY. 9. DATUM SIIALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY DDES. 10. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. ' 20.Qa • w h z L6 u3 1' L7 01 L8 10' 1; _20' ACCESS & UTIL. ESMT. 247.78' PROP• 50. USE 2250 T 2 L0 123.89' S LINE OF THE N. 1/2 LOTS 11 & 12, BLOCK 6, ADAMS HOME TRACTS SO 1'09'00 "W 10' WIDE AREA TO —' :• BE DEDICATED FOR R.O. W. PURPOSES UPON REC. OF THIS SHORT PLAT 119.79' NO'20'45 "W SD 11. ALL ROADWAY SUBGRADE SIIALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2- 06.3). 12. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF TUKWILA. 13. THE CONTRACTOR SIIALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT TIIE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. .ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SIIALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1- 07.23, "TRAFFIC CONTROL," OF TIIE WSDOT STANDARD SPECIFICATIONS SIIALL APPLY IN ITS ENTIRETY. 14. • ALL LOCATION OF EXISTING UTILITIES SHOWN HEREON RAVE BEEN ESTABLISHED BY E'EILD SURVEY OR OBTAINED FROM AY:,.ILADLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND LOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF.7'IIE CONTRACTOR 1'O INDEPENDENTLY'VER11'Y THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH HAY BE AFFECTED BY TIIE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE 11- 800 -424- 5555) AT LEAST 40 Rohm PRIOR TO ,: ONSTRUCTION. f1IE OWNER OR HIS REPRESENTATIVE AND THE DIRECTOR SIIAI.L.BE COUTACIED IMMEDIATELY IF A CONFLICT EXISTS. _. . • . r S QI -r5) c r1 Ei t:..i. u2 1 '. ,. �,'.: . :• 7 .II L 41�-Y �' , _ .,w G 1 ! L 5.:E ` 1 ..0 6•.. 1) I " NdI UI InIJHnbINIIIHInnhli1,lN(LIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIp,IIUlllp111111 111111110H11161.u1 j. , EX .O91 / / 15' 15' THE E. LINE OF THE NW 1/4, NE 1/4, OF SEC. 22 -23 -4 ) PROPOSED FIRE HYDRANT (LOCATION OF PAINT MARK BY WATER DISTRICT NO. 125) APPROX. LOCATION '1 OF EX. 4' WATERMAIII EX. CB —TYPE 1 RIM = 313.61 I.E. (12" S)= 311.01 EX. CB —TYPE I RIM = 313.96 I.E. (12" N)= 310.70 I.E. (12" IN)= 310.60 S. 144TH ST. S. 146TH ST. SITE IM S. 148TH sr. 46TH AVE. S. • VICINfTY MAP NTS GRAPHIC SCALE O ID 20 "0 ( IN FEET ) I inch = 20 1L. LEGEND: CATCH BASIN STORM DRAIN — — — ROOF & FOOTING DRAIN CLEAN OUT 3/4" WATER METER W/ 1" SERVICE SANITARY SEWER WATER RECEIVED MAY 2 5 1999 DEVELMOPNME T NEV. NO Mc OrSCROION "rrROVIO DALEY- MORROW - POBLETE, INC. 1215 CENTRAL :AVENUE SOUTI-I, SUITE 133 KENT, WASHINGTON 98032 PHONE: (253)854 -9344 FAX: (253)854 -6663 (ENGINEERING - SURVEYING LANG) PLANNING IEMPIRES JAN. 9, 2000 I SS SO SCOTT HEMPEL 14637 46TH AVENUE SO., TUKWILA, WA 98168 PHONE No. (206) 242 -5513 HEMPEL SHORT PLAT HORIZONTAL CONTROL AND COMPOSITE UTILITY PLAN """" ASP "'"""" MLD 3"- 1" = 20' ""' "t 99200ENG MAY 17, 1999 '°"/ 99200 2 O N 20' TRACT C (SEE PLAN) e 2% 2% COMMON ACCESS DRIVEWAY N.T.S. 20' TRACT C (SEE PLAN) 2" CLASS "B" ASPHALT CONCRETE 1 1/2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 1/2" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REOUIRED DEPENDING ON SOIL CONDITIONS. 9' 9' 2% 2% PRIVATE DRIVEWAY (LOT 1) N.T.S. ASPHALT CONCRETE CLASS R (3" MIN.) REPLACEMENT PATCH TO BE 1" THICKER THAN PREVIOUSLY EXISTED. EXIST. ASPHALT CONCRETE--, CONCRETE SLAB (4" MIN.) PROVIDE 4" MIN. COMPACTED BASE (PIT RUN) FINAL JOINT MUST [BE SAW CUT I1 1/2" 1 MIN. 6" MIN. COMPACTED CRUSHED SURFACING TOP COURSE - Wammawif COMPACTED CRUSHED ROCK BACKFILL - 0 0 0 o 0 0 0 GO 0 0 00000 6 00 00 000006,00 000 0 0 0 O o ° o0 0 °° 0 0 o 1_0_2.2_ 6' P-�� 2. ALL JOINTS BETWEEN THE NEW & EXIST. ASPHALT PAVEMENT SHALL BE PAINTED WITH HOT ASPHALT OR ASPHALT EMULSION. 6' 3. ALL -TEMPORARY PATCHES OH TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN TWO (2) WEEKS 0' COMPLETION OF WORK WITHIN THE ROADWAY AREA. ; 6" v N PK NIL PER ROS 103-24 L- i PT NW CORNER OF LOT . 12 1/ _ -, OF ADAM'S HOMES TRACTS NOTES: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED EACH DAY, UNLESS PERMISSION I5 GRANTED TO DO OTHERWISE BY THE CITY ENGINEER AND TRAFFIC ENGINEER. PAVEMENT PATCHING' DETAIL 1 N.T.S. CATCH BASIN SCHEDULE STRUCTURE No. TYPE RIM ELEVATION INVERT ELEVATION CB No.1 TYPE I 303.30± 300.30± CB No.2 TYPE I 311.30± 308.30 CB No.3 TYPE I 312.40± 309.40 CB No.4 TYPE I 313.20 310.20 SD PIPE SCHEDULE FROM TO LENGTH SIZE MATERIAL SLOPE EX. CB CB No.1 38,9' 12" DI 0.51% CB No.1 CB No,2 300' 12" ADS N -12 2.67% CB No.2 CB No,3 66,2' 12" ADS N -12 1.66% CB No.3 CB No.4 144.6' 12" ADS N -12 0.55% (R)S87'55'40 E (BASIS OF BEARINGS), FOUND REBAR AND CAP LSII 23604 .03'E & .12'S OF PROPERTY CORNER S87'59'07 "E 123.84' ti) H °USE pROP• SO Ff. 2250T 3 LO .V4/ 1387.66'(C) S. 146TH STREET ti ) (� "v`7, 6EX.1 �1, I SHED I . . CB No:4 X I, 0.4, X... \. ! \ . • / 5.1 1 1.:A./.4.3.s. �\ Z..14• 123.89' TO BE REMOVED 6" PVC ROOF & FOOTING DRAIN COMMON ACCESS DRIVEWAY PRIVATE DRIVEWAY S8757'23'E 2 \� Y \\ EX. CB3� N 1/ R/W EX. CB -TYPE I RIM = 302.20 I.E. (8" S)= 300.40 I.E. (15" N)= 300.1 NEW I.E. (12" S)= 300.10 NOTE: CONTRACTOR TO VERIFY IF IF EX. 8" SD IS STILL IN USED. SOURCE TO BE LOCATED AND ADJUST IF NECESSARY. CONTACT ENGINEER FOR ADJUSTMENT. \0 247.69' X__ N8759'07 "W N. 25.00' NE CORNER 0\ \LOT 11 OF ADAM'S HOMES TRACTS --x 123.84' EB ASPHALT QEX. CARPORT pROpOSED ADDITION LOT 1 EXISTING HOUSE 14637 46TH AVE. S. 1,150 SO. FT 15' CB' No.1 15' 10' O rn N S01:09r001'W S. (44TH sr. S. 146TH Sr. SITE " 148TH ST. 0) 0 '6 VICINITY MAP NTS NOTE: PROPOSED CONVEYANCE FACILITIES ALONG 46TH AVE. S SHALL BE INSTALLED OUTSIDE TRAVELED LANE AND WITHIN THE R.O.W. CONTACT ENGINEER IF CONFLICTS ARE ENCOUNTERED DURING CONSTRUCTION. ADDITIONAL STRUCTURES MAY BE REQUIRED. THE E. LINE OF THE NW 1/4, NE 1/4, OF SEC. 22 -23 -4 PROPOSED FIRE HYDRANT (LOCATION OF PAINT MARK BY WATER DISTRICT NO. 125) APPROX. LOCATION OF EX. 4" WATERMAIN .3/ 247.78' S LINE OF THE N. 1/2 OF LOTS 11 & 12, BLOCK .ADAMS HOME TRACTS 1 EXCAVATION OUANTITIES: CUT = 14t cu. yd. FILL = 22± cu. yd. TOTAL CUT = at cu. yd. 10' WIDE AREA TO _ BE DEDICATED FOR R.O.W. PURPOSES UPON REC. OF THIS SHORT PLAT 119.79\ N0'20'45'W EX .0 SD EX: 0,141 15' 15' EX. CB -TYPE I - RIM = 313.96 I.E. (12" N)= 310.70 I.E. (12" W)= 310.60 CIAPHIC SCALE 1" 20 Ae ( IN FEET ) 1 inch = 20 1L. LEGEND: • MONUMENT ,® SET 2X2 WOOD LINE STAKE O SET 5/8" REBAR & CAP LS#29537 A SET OR FOUND PK NAIL O FOUND REBAR (NO CAP) (R) RECORD OF SURVEY QS SEWER MANHOLE -0 POWER POLE A FIRE HYDRANT (I.D. #335) X TRAVERSE POINT (C) CALCULATED DISTANCE (M) MEASURED DISTANCE EDGE OF EX. PAVEMENT RECEIVED MAY 2 5 1999 COMMUNITY DEVELOPMENT 1 2"IL I6:CNIPIAMI AP 1W0 5\N �� 4 01, 0 N, /f. 9±61 S f CWV� '170NAL 1•�G IEXPIRES JAN. 9..2000 I AMP mA DALEY- MORROW - POBLETE, INC. 1215 CENTRAL AVENUE SOUTH, SUITE 133 KENT, WASHINGTON 98032 PHONE: (253)854 -9344 FAX: (253)854 -6663 SCOTT HEMPEL 14637 46TH AVENUE SO., TUKWILA, WA 98168 PHONE No. (206) 242 -5513 Incerporeted ENGINEERING - SURVEYING 1 LAND PLANNING HEMPEL SHORT PLAT CONSTRUCTION PLAN "' ASP f1 MLD Nor 1 " =20' "'" MAY 18, 1999 99200EN0 99200 2 2 rl;rrTTmT -r,,: ' 0 01c1, 1 1,SI Di .t1 EL i „11., 9) -'j ', {---r-.D 6 I• 1 '4' o.I luohiu611di91199hndnnou111111.1111huduuluninn6ullu111Id1iu6mlludnumn6nlhoJBllmuhm6m111I111 )III '; 1He' I 6