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Home My WebLink AboutPermit L02-051 - JONES WILLIAM WAYNE JR - SHORT PLATL02 051 JUNCTION WEST SHORT PLAT 14906 MACADAM RD S SP i 1 September 19, 2005 City of Tukwila Mr. Wm Wayne Jones Jr, President Lakeridge Development, Inc. PO Box 146 Renton, WA 98057 RE: Habitat Restoration Plan Junction West Short Plat L02 -052 Dear Gentlemen: The City's comments are as follows: Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director z a = ~ w re 6 J 00 Mr. Don Tryon c w 8210 154 Ave SE -1'- Newcastle, WA 98059 LL w 0 • < • a = W 1— _ z1.- 1- 0 z 1— LII The City has reviewed the restoration plan that was submitted for the above project. As you p co will recall the plan was required to mitigate intrusions into the buffer of the adjacent type II ❑ �. buffer. - v - w z co O • H z 1. Sheet 2 - Willow cuttings. The species of willow cuttings to be used should be specified here. The cuttings detail should show that the top of the stakes should be cut horizontally. More detail is needed regarding obtaining and installing willow cuttings. If not planted immediately, the stakes must be kept in cool, shaded, moist conditions and planted within two weeks of cutting. The wetland consultant shall specify the planting method appropriate for soil conditions (pounding in vs. pilot hole). At least '/2 to 3 /4 of the length of the stake should be below ground. 2. Sheet 2 and Bond Quantity Worksheet - Signs. While it is acceptable that the signs state that this is a stream sensitive area boundary, they also need to include the statement "Alteration or disturbance is prohibited pursuant to TMC Chapter 18.45. Please call the City of Tukwila for more information." Related to this comment, the Bond Quantity Worksheet will need to be changed to reflect the increase in the cost of the signs, as custom signs will be necessary. Also the cost of the posts and installation should be included in the calculations. 3. Sheet 3 - 9.8 - Roots. Specifications should state that plants shall be "container- grown" instead of "containerized ". 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -3665 4. Sheet 3 - 9.18 - Planting Pits. To avoid the problem of plants settling after planting, the specifications should state that the planting pit will be no more than an inch deeper than the root ball. 5. Sheet 3 - 12.5 - Replanting. Reseeding is also required, where grasses did not germinate /survive. 6. Sheet 3 - 12.7 - Irrigation/Watering. Watering must also be done during dry periods in fall and winter, as needed. 7. Sheet 3 -12.3 - Duration and Extent and 15.1 - Vegetation Monitoring. Maintenance and monitoring should be conducted for 5 years in accordance with 18.45.040 (1995 Ordinance). The Bond Quantity Worksheet will have to be changed accordingly. Your resumbital should address these comment from the City. If you have any questions, please call (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. Sinc ran on J. Mile Assistant Planner cc. File (L02 -052) rr �r.`�ti�dr at.ti,Y:rr.,v. • August 24, 2005 Larry Fisher WDFW c/o DOE 3190 - 160th Ave. SE Bellevue, WA 98008 Dear Mr. Fisher: City of Tukwila Sincerely, Brandon J. Miles Assistant Planner cc. File (L02 -051) Department of Community Development Steve Lancaster, Director Thank you for meeting with myself and Sandra Whiting regarding the Junction West Short Plat. This was the short plat where the applicant drove heavy machinery over a stream crossing in order to store fill material. Please find a wetland vegetation plan for the area disturb by the crossing activities. If you have any comments on the plan, please provide them to the City by September 6, 2005. If you have any questions, please call (206) 431 -3684 or send an email to bmiles @ci.tukwila.wa.us. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ?i�:l, ±;4sf!F+ny`.7Nn�3'Ci�inG'r ; ?7:.: 6!:&': Y'.° AYlSI.±' 1' L•& itY. 3' ipv'' ik0!: rN'. 91", 1' e. 11xr: 1 �!: idti. BrfYAY�iL :�:� {u \{G'a.i17.544G,i' N.k:J:i[eir. z = 6 J U U O U O CO W W 2 J H N W O g a U I = a F- Z I-- O z �-. ,o W o I- w w ' LL' O .z co O �" z 4 September 23, 2005 MEMORANDUM To: Brandon Miles From: Sandra Whiting Re: Wetland Buffer Mitigation /Enhancement Plan, 42n Ave & S. 144 I reviewed the proposed plan and conducted a site visit today to verify areas to be mitigated. I do not feel that the plan as proposed is adequate. I recommend that the plan be modified to incorporate the following: 1. At a minimum, invasive plants (i.e. holly, blackberry, thistle, etc.) should be removed from the areas to be restored. I also suggest that we require the applicant remove invasive plants (and replanting) in the undisturbed areas of the buffer (lots B, C, and D) as part of the required mitigation for the illegal clearing. 2. Disturbed soils should be amended with 4 — 6 inches of compost before planting. 3. The plans are not clear as to the placement of the trees. Only five trees are shown on the drawing, while a total of.19 trees are indicated in the plant schedule. This should be clarified. 4. Instead of planting Mahonia aquifolium, "Compactum ", a native species such as Mahonia nervosa should be used. In addition, some other groundcover species should be mixed in with the Mahonia to add some diversity and improve buffer function. 5. The plans should include some details regarding the quality of the plant materials and the planting methods. 6. The newly planted buffer area should be mulched after planting with coarse bark. 7. Irrigation should be provided to the restored buffer areas during the first 2 years after planting. 8. The proposed signage is not in accordance with the SAO requirements in terms of wording. June 30, 2005 City of Tukwila Department of Community Development Steve Lancaster, Director Mr. Wm Wayne Jones Jr, President Lakeridge Development, Inc. PO Box 146 Renton, WA 98057 RE: Construction Activity unction West Short Plat D05 -156, L02 -052 Dear Gentlemen: In order to remedy this situation the following must occur: Mr. Don Tryon 8210 154 Ave SE Newcastle, WA 98059 Yesterday I conducted an inspection of the construction activity that is occurring at the Junction West Short plat. The City issued D05 -156 and a foundation for the house has been excavated. There are currently no construction permits issued for lot four of the short plat. A significant amount of soil has been placed on lot four and it appears that access to lot four from other lots in the short plat has occurred by removing the stream protection fence and driving heavy equipment over the stream (See photos). Tukwila Municipal Code (TMC) 18.45 strictly prohibits this type of activity. The stream buffer has been damaged and prior to the City granting final approval of D05 -156 appropriate buffer enhancement must occur. 1. A stream enhancement plan must be submitted to the City within 60 -days of the date of this letter. The plan must be prepared by a qualified professional and provide buffer enhancement for the area that was disturbed. The City will review and insure that the buffer enhancement plan meets all applicable City regulations. Please have you professional review TMC 18.45 for the City's guidelines in preparing the buffer enhancement plan. 2. Prior to the City issuing final approval for D05 -156 the wetland enhancement plantings must be completed. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 The purpose of the silt fence along the stream is to clearly designate the location of the stream buffer so that heavy equipment does not cause damage to the buffer or the stream. If intrusions continue into the stream buffer it may cause unnecessary delay in the on going construction activities. If you have any questions, please call (206) 431 -3684 or send an email to bmiles @ci.tukwila.wa.us. Sincerely, randon J Miles Assistant Planner cc. Larry Fisher, Washington State Department of Fish and Wildlife Files (L02 -051 and D05 -156) :•;'.;' `\ 4�'F[i�� rte'• L., ii i';'+.. n ' :. ' +; . ��q.. � + � L � • �"'�'., -. s ' lk ' .✓. - ; /y' - �' + r A � 4' 7 . Yi�� • om 2 -1,a. \ i L, I mo: ma r?:u+��^{nrk.�satr. t+.l,:ar: tic« rad�saiaes ��v`7>:nsiirt'ra,.�.'.�eey�iiup, MEMO City of Tukwila Department of Community Development Steve Lancaster, Director TO: Nick Olivas via Don Tomaso Jim Morrow via Dave McPherson Richard Takechi FROM: Brandon Miles, Assistant Planner' 2ys/ RE: Final Short Plat Approval, Junction West SP, L02 -051 DATE: April 18, 2005 The above short plat application may be ready for final approval. Please review the submitted short may be ready for final approval and recording. Please review the attached short plat map and if the applicant has met all requirements of your Department initial where indicated. Jim Morrow, Director of Public Works Nick Olivas, Fire Chief �$T Richard Takechi, Finance Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z ' a I- w 6 —I C.) U O . co U W = '. N W W O' co J —a' 1 =. w : I Z �; I— O Z I— W U ;O 0 E — ; uj 1— U + P` O W U = 0 Z December 7, 2004 City of Tukwila Department of Community Development Steve Lancaster, Director Mr. David W. Casey, PE Lakeridge Development PO Box 146 Renton, WA 988057 -0146 RE: Request for extension, Short Plat L02 -051 Dear Mr. Casey: The City of Tukwila received your written request for an extension of the above referenced short plat. The short plat was approved on February 10, 2004 and the short plat approval will expire on February 10, 2005. City code does permit one extension not to exceed 12- months. A site visit to the site by Brandon Miles, Assistant Planner indicates that significant progress has been made towards construction of the common improvements. Additionally, Lakeridge Development has been working with City staff to complete the necessary documents that will be recorded with King County. Your request for an extension is granted. Short Plat L02 -051 must be recorded by February 10, 2006. Please note that this extension letter is only for L02 -051. In your letter you referenced PW04 -027. If an extension is needed for this application please contact Laurie Werle at (206) 433 -0179. If you have any questions, please direct them to Brandon Miles at (206) 431 -3684. Sincerely, Steve Lancaster Director cc. Jim Morrow, Director, Public Works Don Tomasso, Fire Marshal Dave McPherson, Development Engineer File (L02 -051) Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 December 6, 2004 Brandon J. Miles, Assistant Planner City of Tukwila 6900 Southcenter Blvd., Suite 100 Tukwila, WA 98188 -2544 LAKERIDGE DEVELOPMENT PO BOX 146 RENTON, WA 980574146 PHONE 425.228-9760 FAX 426-228-7232 REF: Approved Preliminary Short Plat of Junction West City of Tukwila Project Tracking No. L02 -051 City of Tukwila Project No. PRE02 -004 - Site Construction City of Tukwila Public Works Permit No. PW04 -027 • SUBJ: Request for Preliminary Short Plat Extension Dear Mr. Miles: On behalf of Lakeridge Development, Inc., I am requesting an extension of the Approved Preliminary Short Plat of Junction West. We recently received a letter dating November 29, 2004 from you indicating that a written request needs to be received concerning the fact that the Short Plat Approval will expire on February 10, 2205. It is our intent to record the Short Plat prior to the expiration date. Lakeridge is working to have the Short Plat recorded prior to the expiration date. However, in the event that the required documents are not received and approved by the City prior to the expiration date, Lakeridge believes that this extension is justified. If you have any questions, please feel free to contact me at any time. Sincerely; David W. Casey, P.E. Lakeridge Development, Inc. C: /Junction West/Extension Brandon Miles 12- 6- 04.doc 3N1 A3O 3DOId3)d1 Wdl£:£ ti00Z '9 ' z ~ W ' JU 0 0 o. w= - F- u w 2 u- a co _ a w z F- O Z F- W W U � O D- o F- w F - i LL. 1:6 O z November 29, 2004 City of Tukwila Mr. David W. Casey, PE Lakeridge Development, Inc. PO Box 146 Renton, WA 98057 -0146 4. City Public Work's Comments attached with this letter. RE: Final Short Plat Application for Junction West Dear Mr. Casey: The City received your Final Short Plat material on November 2, 2004. The items have been routed to other City Departments for their review and approval. At this time the City cannot grant final approval. When the City issued preliminary approval in February of 2004, the City listed conditions that needed to be met prior to granting of final approval, many of these items have not be completed. 1. All common improvements for the short plat must be installed prior to granting of final approval, which includes the construction of S. 149 Lane, the installation of utilities that will serve lot 3 (5412 S. 149 Lane), the construction of the rockery along the south edge of S. 149 Lane, the installation of street marker that meets City standards at the end of S. 149 Lane, and construction of the public stormwater system on lot 4. Permit number PW04 -027 must be finaled by the City's Public Works Department. You may of the option of bonding for all or some of the above improvements. Bonding for these improvements requires the approval of the Public Works Director. 2. The proper recording documents must also be provided to the City which includes, maintenance agreement for S. 149` Lane, maintenance agreement for the rockery wall located on the south edge of S. 149 Lane, the appropriate documents for the turnover of the storm system to the City, and a sensitive area hold harmless agreement 3. The City of Tukwila currently has a Storm and Surface Water lien in the amount of $120.68 plus interest on the subject property. The lien must be paid in full prior to granting of final approval. Please contact Richard Takechi with the City's Finance Department at (206) 433 -1870 to resolve the Stormwater lien. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 �� .�i i.� 1. r. - EMMES=Vi .M ru==i The short plat approval will expire on February 10, 2005, unless the final short plat is recorded with King County. One extension can be granted if a written request for an extension is submitted to the City prior to the expiration date. If you have any questions, please call (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. Sincerely, I Brandon J. Miles Assistant Planner cc. Dave McPherson, Development Engineer File (L02 -051) • ra+i.... w.z .wssra wa AU +u.:u:,::.a.<...,,..w.v.«wsn:. w.�ctiu 411..::'; +rayi bl>1.6. TO: PLANNING DEPT. — Brandon Miles, Assistant Planner FROM: PUBLIC WORKS DEPT. — David McPherson 'Development Engineer DATE: November 24, 2004 SUBJECT: Junction West — 4 Lot Short Plat 14906 — Macadam Rd. South Final Short Plat and Miscellaneous Comments Short Plat — L02 -051 MEMORANDUM Public Works requires the following to be completed, prior to Final Short Plat approval. Short Plat Survey Site Plan 1. Revise new legal descriptions, to include "SUBJECT TO ----", "SUBJECT TO AND TOGETHER WITH ", or "TOGETHER WITH "; as applicable — see sheet 1 of 2 enclosed. 2. Revise sheet 2 of 2 — enclosed. Lot 1 to the South of Tract `A', should be added to Note #5. 3. Show & label 15' Public Storm Drainage Easement, located within the NE corner of new Lot 4. Miscellaneous Comments 1. Ingress, Egress and Utilities Easement (KC Rec. No. 20030212001846 — see enclosed), is not needed once Tract `A' is executed and recorded at King County. 2. Provide draft copy of Tract `A' - Ingress, Egress and Utilities Easement for review by Public Works. This shall be a separate document from the Final Short Plat map and be recorded at King County. 3. A Public Storm Drainage Easement, shall be signed by the Owner with Notary. This document will be part of a turnover packet prepared by Public Works. Verify if legal owner's name is to be (1) Lakeridge Development, Inc., a Washington State Corporation (or) (2) Tryon Concepts, LLC, a Washington limited liability company. See sheet 3 of 5 of site development plan, approved under Public Works permit PW04 -027. 4. All conditions of the Preliminary Short Plat approval must be met, including all Public Works activities approved under permit PW04 -027. GENTLEMEN: CHARGE: TAX: $200.00 $ 17.60 t b ti r\\ Ai \ \ ` 4 PACIFIC NORTHWEST TITLE COMPANY �\ OF WASHINGTON, INC. `�,` 215 Columbia Street \\\ )l't Seattle, Washington 98104 -1511 Senior Title Officer, Mike Sharkey (mikesharkey @pnwt.com) Title Officer, Curtis Goodman (curtisgoodman @pnwt.com) Title Technician, Kim Pellegrini (kimpellegrini @pnwt.com) Unit No. 12 FAX No. (206)343 -1330 Telephone Number (206)343 -1327 Daley, Morrow, Poblete Inc. 726 Auburn Way North Auburn, Washington 98002 Attention: Sean Your Ref.: 01371 SHORT PLAT CERTIFICATE SCHEDULE A In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of King County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that according to said records the title to the following described land: As on Schedule A, page 2, attached. IS VESTED IN: ARNOLD E. SCHERLER, II, as Trustee of THE ARNOLD E. SCHERLER, II REVOCABLE LIVING TRUST SUBJECT TO THE FOLLOWING EXCEPTIONS: As on Schedule B, attached hereto. RECORDS EXAMINED TO: May 24, 2002 at 8:00 a.m. PACIFIC NORTHWEST LE COMPANY OF WAiINGT'AT, I Title Order No. 477707 CERTIFICATE FOR FILING PROPOSED PLAT Mike Sharkey Senior Title Off Unit No. 12 TOTAL CHARGE: $217.60 SHORT PLAT CERTIFICATE Order No. 477707 SCHEDULE A Page 2 END OF SCHEDULE A . _ rf, w9 �? 6. �` 11�t%h;r ;:�l. ✓�:yiv'r.S�y?::.: �,ic,_vi._;, of In the matter o the plat submitted for e the records of the County Your approval County, Washington, y Auditor and County t of Kin has has ngton, and the records of the Clerk of the United States Courts holding terms in said County, and such certifies that according to said records them i title to a the examination title describ land: following The south half of that portion of Lot 12, T according to the � Seattle Land Company's 5 Acres, Tracts, a 9 plat thereof recorded in Volume 6 of Macadam Road (former 1State Road) County, Washington, lying easterly of SHORT PLAT CERTIFICATE GENERAL EXCEPTIONS: Schedule B Order No. 477707 1. Rights of claims of parties in possession not shown by the records. Y public 2. Public or private easements, or claims of easements, not the public record. shown by 3. Encroachments, overlaps, which would be disclosed boundary line disputes, or other matters premises. by an accurate survey or inspection of the 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by public records, or Liens under the Workmen'sw om d not sh b not shown by the Compensation Act public records. 5. Any title or rights asserted b persons, corporations by anyone including but not limited to or lands cop ati g the ' governments or other entities, lakes, shores or bottoms of to tie bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6 • (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. 7. Any service construction chargesafornsewernewater� maintenance ca acit removal. electricity p Y� or y or garbage 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming 9. Indian tribal codes or regulations, rights, includin Indian treaty or aboriginal servitudes, g' but not limited to, easements or equitable x SPECIAL EXCEPTIONS: 1. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: A sewer line or lines and appurtenances AREA AFFECTED: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: Order No. 477707 SHORT PLAT CERTIFICATE SCHEDULE B Page 2 City of Tukwila, Washington, a municipal corporation, its successors and assigns The east 10 feet and a temporary easement for the west 10 feet of the east 20 feet RECORDED: November 18, 1964 RECORDING NUMBER: 5813023 2. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: City of Tukwila, a municipal corporation of King County Utilities YEAR: 002 TAX ACCOUNT NUMBER: 766160 - 0210 -08 LEVY CODE: 2400 3. DELINQUENT GENERAL AND SPECIAL TAXES AND C The easterly 10 feet, together with a 20 foot temporary construction easement described as the easterly 20 feet March 27, 1970 6634218 ASSESSED VALUE: Land: $84,000.00 Improvements: $103,000.00 (continued) .; �.;,:: �'i'`�.•'.+ "Y:l�Si4s:.;:`,iur'; Z = ;4- W QQ � J U: U O- U)c) co al; W = J 0 W O. _ ' N a I = Z I- I- 0 Z W, 'O — C = V F- H . L" O Z. W • =' O ~ . Z DELINQUENT SPECIAL DISTRICT: $1.68 copy of th 5. Title is deraigned u a. JUDGMENT: AGAINST: IN FAVOR OF: AMOUNT: Order No. 477707 SHORT PLAT CERTIFICATE SCHEDULE B Page 3 AMOUNT BILLED DELINQUENT GENERAL TAXES: $2,513.43 AMOUNT BILLED 4. Terms and Conditions of the der-- whz•ch — tole is vested. A ent creating the Trust must be submitted to the pany for examination. rom Arnold E. Scherler, II, dated July 25 •° , recorded August 12, 1997, under Recording er9708121421; the records disclose the following matter( WARNING: THIS AMOUNT IS NOT TO BE U D AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AM •' T NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR REL'•SE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT C$ EDITOR OR HIS ATTORNEY. Arnold E. Scherler, Ida Scherler ENTERED: , June 23, 1998 KING COUNTY JUDGMENT BER: 98 -9- 34012 -1 SUPERIOR COURT CAUSE-NUMBER: 97 -3- 07204 -6 $500.00, plu interest and /or costs if any CO. ailtYn1 71,4 .`,'!S 4:44fAV,SJV .tirir:Y'' Jerre.[ a' w :Sas7.w.3uc�:..+aaeuaur+.a:wAaw ATTORNEY FOR JUDGMENT • DITOR: Wolfgang Richter Anderson Telephone No.: (206) 322 - 2060 N•' The lien of said judgment depends upon the identity of the udgment debtor with Arnold E. Scherler, II. (continued) AMOUNT PAID AMOUNT DUE $0.00 $2,513.43 PLUS INTEREST AMOUNT PAID AMOUNT DUE $0.00 $1.68 PLUS INTEREST b. JUDGME AGAINST: IN FAVOR OF: AMOUNT: WARNING: THIS AMO IS NOT SALE OR LOAN TRANSACT 'N T TO OBTAIN A SATISFACTIO OR OBTAINED FROM THE JUDGME ENTERED: KING COUNTY JUDGMEN SUPERIOR COURT C ATTORNEY FOR JUDGMENT DITOR: 6. NOTICE OF PURCHASER'S INTEREST: GIVEN BY: DATED: RECORDED: RECORDING NUMBER: GRANTOR: TRUSTEE: FICIARY: Order No. 477707 SHORT PLAT CERTIFICATE SCHEDULE B Page 4 BER: E NUMBER: Arnold E. Scherler II Ida Scherler $1,500.00, •lus interest and /or costs i any TO B SED AS A BASIS FOR CLOSING ANY HE . OUNT NOW OWING AND THE REQUIREMENTS EASE OF SAID JUDGMENT MUST BE EDITOR OR HIS ATTORNEY. July 22, 1998 98 -9- 34745 -2 7 -3- 07204 -6 Wolfgang Richter Anderson Telephone No.: (206) 322 -2060 NOT': The lien of said judgment depends upon the identity of the ju'gment debtor with Arnold E. Scherler, II. Lakeridge Development, Inc. January 14, 2000 January 21, 2000 20000121000725 7. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: Arnold E. Sche l-± II Trustee of Arnold cherlier II Revocable Pacific Northwest Title Company, a corporation Lakeridge Development, Inc. (continued) AMOUNT: DATED: RECORDED: RECORDING NUMBER: AFFECTS: Order No. 477707 SHORT PLAT CERTIFICATE SCHEDULE B Page 5 $35,300.00 /August 26, 2001 September 28, 2001 20010928001890 Said premises and other property The amount now secured by said Deed of Trust and the terms upon which the sa a can be discharged or assumed should be ascertained from the h der of the indebtedness secured. Title to this property was examined by: Myron Sizer END OF SCHEDULE B Any inquires should be directed to one of the title officers set forth in Schedule A. Cc: Lakeridge Development /Renton /Wayne Jones mks , ititK+:..aa:.:tdi �}- z w J U. U 0 Nom CO W =: J F• W g J co d. = W Z ., I— 0 ; Z U :0 - CI H ; W W` U_ t- -0 Z tl.l ;0 H Z • r, •1 r,v 7 � r ✓ e y • , 1 Strp15 v✓ / 4- o. 1z ' 05 1 1 6 1-A• es 0621 • JS .41.0 1 •:e /. ! V 1 h � j c - s X14 L 1, ^l4 \ P'%; � 1 - - -- - -- -- — !2 - .: n i 7 r I r`1 / a' - . J . L.1..iod . 0 rc.e o. c • • 7r 1, PACIFIC NORTHWEST TITLE COMPANY N PACI _ Order No. 1 IMPORTANT: This is not a Plat of Survey. It is furnished other land. No o nce t t,l locate the land indicated hereon with reference to streets assumed by reason of reliance hereon. ?.1'.,;$1 i e.i :1, #414 "vitittY"�r 1.413.; 4 eicit!5'....'' t1+w5;ihAkF .. af:..+uas+ Ytik n `. TO: Daley, Morrow and P.oblete, Inc. 726 Auburn Way North Auburn, WA 98002 Attn: Sean Ref.# 01371 SUPPLEMENTAL REPORT #1 OF A CC: Lakeridge Development P.O. Box 146 Renton, WA 98059 Attn: Wayne Jones Ref.# Tryon Concepts, LLC The following matters affect the property covered by this order: • The vesting has been amended to read as follows: TRYON CONCEPTS, LLC a Washington limited liability company • Paragraph 3 of the commitment is /are out, 2002, and 2003 taxes are paid in full. • The following paragraph(s) of our preliminary commitment has /have been eliminated: 4, 5 a and b and 7 • The following has been added as paragraph 8: 8. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: TAX ACCOUNT NUMBER: LEVY CODE: CURRENT ASSESSED VALUE: Land: $111,000.00 Improvements: $1,000.00 AMOUNT BILLED GENERAL TAXES: $1,498.42 SPECIAL DISTRICT: $1.68 $5.00 PACIFIC NOR -iwI s r TITLE Company of Wuhingt.m. Ine. 215 Columbia Street Seattle, Washington 98104 SHORT PLAT CERTIFICATE PNWT Order Number: 477707 Seller: Buyer /Borrower: Lakeridge 2004 766160 - 0210 -08 2400 TOTAL BILLED: $1,505.10 PAID: $752.55 TOTAL DUE: $752.55 (continued) RECEIVED OCT 200 4: BY: ',xsza(yc 't: ICY, b; A{ Sk7; i£ ^.:e.L1W.'ho''iY.fb'Clktolt011; 3.TGh3ck1:4-'4410 t + +i • The following has been added as paragraph 9: 9. INGRESS, EGRESS AND UTILITIES EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: AREA AFFECTED: AMOUNT: DATED: RECORDED: RECORDING NUMBER: RECORDED: RECORDING NUMBER: SUPPLEMENTAL TITLE REPORT Page 2 Tryon Concepts, LLC Order No. 477707 Ingress and Egress and Utilities south 20 feet of the west 150 feet said premises RECORDED: February 12, 2003 RECORDING NUMBER: 20030212001846 • The following has been added as paragraph 10: 10. DEED OF TRUST SECURITY AGREEMENT AND FIXTURE FILING AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Tryon Concepts, LLC a Washington limited liability company TRUSTEE: PRLAP, Inc. BENEFICIARY: Bank of America, N.A. $6,000,000.00 June 3, 2004 June 21, 2004 20040621001312 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. • The following has been added as paragraph 11: 11. LIEN: CLAIMED BY: City of Tukwila AGAINST: Arnold E. Sherler II AMOUNT: $120.68, together with interest and /or costs, if any June 17, 2003 20030617002902 (continued) Z 6 .j O U O CO a (f) W W= J 1 N u_ WO Q = W h =, Z F--. Z O F- : W O co a t— W W • U O .. Z U � 2 O ~ GG SUPPLEMENTAL TITLE REPORT Page 3 Order No. 477707 There has been no change in the title to the property covered by this order since May 24, 2002, EXCEPT the matters noted hereinabove. Dated as of October 14, 2004 at 8:00 a.m. PACIFIC NORTHWEST TITLE COMPANY By: Mike Sharkey Title Officer Phone Number: 206 - 343 -1327 5813023 edith moore easement for sewer line NOV 12, 1904 The Gtanter. ) )nn. Ceunty ■ EASEXENT FOR SEWER LINE and Igm=mg-, for and in cansideretion in of :he sum et toe 001.1:,I.17 in hand paid, receipt uherecf jr. hereLy acknow- ledged. de hereby Grnne/Rliff'Rnd convey to the City of ru:riOn Washiagton, a municipal corporation, Grantee, its successors and ansienn. an casement and right-ot-unv, aver. through. under, ncross,.upon and In the .'olleuing described real property situate in y'or County, :!ashingtan, ro-uit. 1:aa: 12' of the S :/2 ef Let 12 Seattle Land Company's 5 A:re Tracts AN: a temporary Easement for the West 10' of East 20' of afon S 1/2, Lot 12, te expire ono year from date below. i. nat. assen:c:! for newer 1:ne v1Veluirent. tor the t.r.,: operation, m .intenante ant:/or reptir ma/or replacement ef line or lines an, appurtenancen tht-e%o, together with the right ef ingrens nnd egrenn to end frem said ensent and right-ci-way for all purpeso necessary and related tnereto. et,tement in granted wicl. the. understen.ling that the property effected wi:: be teturned to a cendition cruel re its original condition upon completion ti The Grertee als- :grecs to indemnity and save harmless the ,:•rantor . r.m: any :i.lbLItty arltithg Cr: m the censtructioli ccatcmplat,a herein. 2AT dey tf 19(014 .t Cn thin, , 13 Ell arpeared ‘- ) •• • •••••• - il, j• individuals that executed the within and foregoing that they signed and sealed the 541=C 45 their free far the uses and purposes therein mentioned. Grantor (husband) /;•-••••••:, ••••••7• • _it, • Grantor (1==.7 before me personally .and to me known to be tho instrument end acknrwledged and voluntary act and deed, GI7EN under my hand and official seal the day end year first above written. Micary Public in and Zr the of Washington, r:ziding at tate ./ ■ I . • - • • - • • • . • • .• • • • .•- valuable consideration does .by That the said Grantor or Grantee nn t riC.:1 -- unto the Gra '• „ r . 0 ,. of -way presents g: o r•L utilities with the ap2u_te , n o;-wa or eases for � '• y easement the toll': -inn described property ` situa in ' n S oun c_::la:1y deseri..e:i sitsal:rd in Ki...; County, ''pan tin, „n, more i' ar as follows: - .r.n is tht•"u a portion xn'_ :t Utility Easc J' of Tract 12, Volume .,,, Company' Five Acre tracts as recorded in of Seattle Land .' of Plats, Page 90. R�; :or.i:) of Pin•i County, Washington. aid port_cn is described as follow::: 12 The south 1/2 of sai d Tract . of a 10 foot permanent strip des- .:nt ccnsi � , - .bea the cta? Easterly 10 feet of said portion of said Tract 12. TQG1 :T c 'WITH a 70 fc•,ttemporary construction easement des - : he cribce' ns the Easterly 20 feet of said portion o.1 said Tract 12. >n :'ac :tint :h:..l :ir in fore_ l..)r:. �,•; ;a}:t::t.'cct'.' : :tee • a. :c2rt'.�.: ..•r . G.'.t; aper.stion »u; ten.: ^e .. ... . _ th..:.City of Tt::.._. . Easement ::o. 23-2-17 •,rt tt:•t•..t ,,, Grantee shall have the right, : nrOCrr. t n•! n• 1, tl , at SV.Cl: Said heretofore ut on o t ./ nut property ::'r rior ibe necessary of to e hurt or ,I,,acribed prat' P to r'nt•'r upon a: rin, t nl � il. , t lnrt or rcccnnt�:•.lctir, no )' , constructing, Ih , t , without in .. ^. utl purpose ities or < < t• any Cosh, ctior•.:: u illt:bl Ur no or f i ty t h ero io I.,., •i•Ied that shall legal rc'atrlt ::, al.. '.!; ann•, :.l:.1: tt,,. „ '- . lawn :,:- ., I � •i in :;u� .t t^. ln� i in the ru ; a, ccr'itlt tt.tIt. " contour:. , p1 " ttt C.1 CV •nt they a: ti, a a and lard r_ t hat r, drives ali of e d ) i 'd or d • _ra;:'•-•, as c t h.'. ccn • • .l., re du st not O distr t.' will he r'I.I:t <:o ".t in t • a they or dt•s` i to ! t - • tht• pt .., l .,.rt.y WAS c. an they were Grantee. .. " ! t , t;S¢ the Sllr GaC` .., 5. h ret, is the right :o to the instal:.._.., an The Grantor shall dcon not int:,•rr vi st. .... tr•. m a i n long a5 e _ a: use ::i sc lr:t no b,.- iding5 or arenera cyud on said easement. J :looti .� a t:. h all h, ..1 c7•..na ^... . with both Cd:_. _. .. ... .._. . be This Co - the - heirs awl n i jns U binding on the ' -- STATE. OF WA.S ,:.,. S. COC2• ^•Y OF !tii: :G • I, the undersigned, a that on ington, hereby certify -�: • •y- tics.. -n,— perscoat a "1 t_.. • o an and __ _ ____ -� t rt,...i.;tut.,i -n art �, and _____ r- r•,t ..tote ye -ehc sari. as__„ ::.___ descrtuc� :: an tti„n,•..I and ,es tt c.ra:.. leuced tha L Yry ,lei:.. t r t n" uses and pu rposes frog and :o:.....ar, act ar: ne:ntione: . t otary t,uu -tic in an`' residing at f / - .'• • cv C") MAR 2 1970 0 17.72 23 J • 1 tiww........rw.• ••••• ••rwF•••• ■•IR••••••..1••■w7M•an �r s SEATTLE LAND C O'S. FJVE ACRE. TRACTS 3 / 2 FIRS --i TyLr F S I 3 ti I 150 /A Tax Lot Number Eas,mont ?Lmbor Pormanant Eetom •nt Tompurrr•,. Ensamant /I /2 I /3 /'4 1 Y'r~ • I . MILE, INDIAN, CHASE & CO. CONSULTING ENGINEERS SEATT',E. WN • ►40J h0 4÷^4, • CRAWN AY k: i" :S.J; r••.u■ YOL NO _. Ct1 Et.R YY �(. Iwi 1._� 4CAI,4 Iw /w : . . AP/it IY �.,r :. ... VIEW ADD. J BROOKVALE GARDEN TRACTS .'• SECTION 23 -23 - 4 CITY OF TUKW I LA WATER SYSTEM EASEMENTS . N I 20030212001846 After recording return to: Tryon Concepts LLC P 0 Box 146 Renton, WA 98057 WITNESSETH 1 2003 0212001846 COMMONWEALTH L FAS 19 e0 0 02 2 /1 2/ 20 8 3 F 1 1'58 KING COUNTY, WA INGRESS, EGRESS AND UTILITIES EASEMENT THIS INSTRUMENT made this 7 day of Jb Of at y , 201 by and between Arnold E. Schcrler, II, as Trustee of Arnold E. Scherler, H Revocable Living Trust, hereinafter Called "Grantor" and Trynn Concepts, LLC , hereinafter called "Grantee ": 7:4°N 0014l, BAI(ONWGALAiIDZTILu 1/ - w ZO3/ZO� q7 20030212001846.001 That said Grantor for and in consideration of Mutual benefit and/or other valuable consideration of which is hereby acknowledged by said Grantor, do by these presents grant, bargain, sell, convey, and confirm forever unto the said Grantee, its successors and/or assigns, an easement for ingress, egress, and utilities with necessary appurtenances, over, through, under, across and upon the following described property situated in King County, Washington, more particularly described as follows The south half of that portion of Lot 12, Seattle Land Company's 5 Acre Tracts, according to the plat thereof recorded in Volume 6 of Plats, page 90, in King County, Washington, lying easterly of Macadam Road (former State Road) Said Easement described as follows The south 20 feet of the west 150 feet of the above described parcel This easement shall be a covenant running with the land forever heirs, and assigns DATED THIS -wk1 day of , 200 STATE OF WASHINGTON COUNTY OF KING I, the undersigned, a Notary Public in and for the State f 1.01:6■11IY1 Y) , hereby certify that on this '7 + day of J b.rtt (Ley , 2001.; ersonally appeared before me Yni,1d E. Scilpl JL known to me and who executed the foregoing instrument and acknowledged that he signed the same for the uses and purposes therein mentioned DATED -7 -173 '.c /1 M . i''D`zdl 2/ MY APPOINTMENT EXPIRES JD - 9- O 6 Said document(s) were filed for record by Commonwealth Land Title as accommodation only, It has not been examined as to proper execution or u to its effect upon title. EXCISE TAX NOT FEQUIRED Coon tte=da Division ,DePuti and shall be binding on the Grantor's successors, s P`N M c O tt tt �yy to tt t' c f 9.20 NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING 1e:n r 20030617002902 Return Address: City of Tukwila PO BOX 389670 Tukwila WA 98138 -0670 Arnold E Scherler 5436 S 150 St Tukwila, WA 98188 0.421 ()rug-4 By Alan DoerscheI, Finance Director EIREENIN 20030617002902 CITY OF TUKWIL L 19 00 PAGE 001 OF 001 KING STORM AND SURFACE WATER LIEN City of Tukwila vs. Arnold E Scherler II, reputed owner. Notice is hereby given that the City of Tukwila has and claims a hen for storm and surface water charges against the following descnbed premises situated in King County, Washington to wit: NAME AND ADDRESS OF OWNER: AMOUNT. $120 68 PROPERTY TAX PARCEL ACCOUNT NUMBER: 76 -61- 600210 ADDRESS OF PROPERTY: 14906 Macadam Rd S LEGAL DESC OF PROP • Seattle Land Cos 5 Acre Trs Said lien is claimed for not exceeding one year such charges and interest now delinquent, amount to $ 120 68 and is also claimed for future storm and surface water charges against said premises. CITY OF TUKWILA DATED June 4, 2003 20030617002902.001 RECEIVED OCT F 2004 BY ' Yu1Is�:�.'l..S`?f' ...... x:!5?*.'.'!. � .. �4sa3yS�AtiY_' utiYJi� :'xflnr.,�rtYa� ✓+`.10�1:t% belt name TRACT "A" North: 10195.5682 East: 19662.7806 Line Course: N 88 -30 -04 W Length: 122.06 North: 10198.7610 East: 19540.7624 Line Course: S 01 -47 -03 E Length: 19.00 North: 10179.7702 Curve Length: 7.05 Delta: 1 -13 -36 Chord: 7.05 Course In: N 88 -12 -57 E RP North: 10190.0219 End North: 10172.7270 Line Course: S 88 -30 -04 E North: 10169.5753 Line Course: N 01 -29 -56 E North: 10195.5664 East: 19541.3540 Radius: 329.27 Tangent: 3.52 Course: S 02 -23 -51 E Course Out: S 86 -59 -21 W East: 19870.4643 East: 19541.6488 Length: 120.49 East: 19662.0976 Length: 26.00 East: 19662.7777 Perimeter: 294.60 Area: 3,154 sq.ft. 0.07 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0034 Course: S 58 -41 -54 W Error North: - 0.00178 East: - 0.00292 Precision 1: 86,153.22 Lot name: ROW North: 10337.2990 East: 19536.4445 Line Course: N 88 -29 -53 W Length: 34.71 North: 10338.2088 East: 19501.7464 Line Course: S 03 -37 -22 E Length: 165.04 North: 10173.4986 East: 19512.1748 Line Course: S 88 -30 -04 E Length: 29.49 North: 10172.7272 East: 19541.6548 Curve Length: 7.05 Radius: 329.27 Delta: 1 -13 -36 Tangent: 3.52 Chord: 7.05 Course: N 02 -23 -51 W Course In: N 86 -59 -21 E Course Out: S 88 -12 -57 W RP North: 10190.0220 East: 19870.4702 End North: 10179.7704 East: 19541.3599 Line Course: N 01 -47 -03 W Length: 155.90 North: 10335.5948 Curve Length: 1.70 Delta: 0 -05 -56 Chord: 1.70 Course In: S 88 -12 -57 W RP North: 10304.9157 End North: 10337.2946 East: 19536.5060 Radius: 985.37 Tangent: 0.85 Course: N 01 -50 -01 W Course Out: N 88 -07 -01 E East: 18551.6137 East: 19536.4516 Perimeter: 393.89 Area: 5,271 sq.ft. 0.12 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0083 Course: S 58 -04 -42 E Error North: - 0.00441 East: 0.00708 Precision 1: 47,210.97 •• 4. •17 sTrti+1ti,iL jrg, A3:. "_ w ar•: "' n• 1Ali: x.' V .:i^Fdu:'I.�sirv:rfSn:NS[s);.;t' ) - u:.t..M Lot name: BNDRY North: 10160 Line Course: N North: Line Course: N North: Curve Length: Delta: Chord: Course In: RP North: End North: Line Course: S North: Curve Length: Delta: Chord: Course In: RP North: End North: Line Course: S North: .6551 01 -31 -44 E 10324.9466 88 -29 -53 W 10337.2972 1.70 0 -05 -56 1.70 S 88 -07 -01 W 10304.9183 10335.5973 01 -47 -03 E 10179.7729 7.05 1 -13 -36 7.05 N 88 -12 -57 E 10190.0246 10172.7298 88 -30 -04 E 10160.6552 East: 20003. Length: 164.35 East: Length: 471.20 East: Radius: Tangent: Course: Course Out: East: East: Length: 155.90 East: Radius: Tangent: Course: Course Out: East: East: Length: 461.61 East: Perimeter: 1261.81 Area: 76,666 sq.ft. Mapcheck Closure - (Uses listed courses, ra Error Closure: 0.0021 Course: Error North: 0.00007 East: Precision 1: 589,454.40 0947 20007.4797 19536.4416 985.37 0.85 S 01 -50 -01 E N 88 -12 -57 E 18551.6037 19536.4960 19541.3499 329.27 3.52 S 02 -23 -51 E S 86 -59 -21 W 19870.4603 19541.6448 20003.0968 1.76 acres dii, and deltas) N 88 -09 -55 E 0.00214 - i:4✓L�'w: _ a r�-+t{ Lot name: 1 - North: 10195.5682 Line Course: N 01 -29 -56 E North: 10265.5442 Line Course: N 88 -30 -04 W North: 10268.8422 Line Course: S 01 -47 -03 E North: 10198.7562 Line Course: S 88 -30 -04 E North: 10195.5634 East: 19662.7806 Length: 70.00 East: 19664.6117 Length: 126.08 East: 19538.5748 Length: 70.12 East: 19540.7580 Length: 122.06 East: 19662.7762 Perimeter: 388.25 Area: 8,685 sq.ft. 0.20 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0065 Course: S 42 -44 -46 W Error North: - 0.00480 East: - 0.00444 Precision 1: 59,347.96 z z D 00 . U) 0 . rn w J H. Nu 0 J. = d: � z�. z •U DI 431-i w z 0: w z' U U � ; 0 z Lot name: 2 North: 10265.5442 Line Course: N 88 -30 -04 W North: 10268.8422 Line Course: N 01 -47 -03 W North: 10335.5998 Curve Length: 1.70 Delta: 0 -05 -56 Chord: 1.70 Course In: S 88 -12 -57 W RP North: 10304.9208 End North: 10337.2996 Line Course: S 88 -29 -53 E North: 10333.8922 Line Course: S 01 -29 -56 W North: 10265.5456 Perimeter: 392.94 East: 19664. Length: 126.08 East: Length: 66.79 East: Radius: Tangent: Course: Course Out: East: East: Length: 130.00 East: Length: 68.37 East: 6115 19538.5747 19666.3961 19664.6077 Mapcheck Closure - (Uses listed courses, ra Error Closure: 0.0040 Course: Error North: 0.00136 East: Precision 1: 97,141.97 19536.4952 985.37 0.85 N 01 -50 -01 W N 88 -07 -01 E 18551.6029 19536.4408 Area: 8,754 sq.ft. 0.20 acres dii, and deltas) N 70 -19 -52 W - 0.00381 CM. e 4 :W 41. 4:+:; OS: z = H w Ce 6 00 co 0 w =' J CD w . w 0 Q' • a = w z F; I- 0 . z t-. w 0 O' O cn 0 H- =w � - w z. U co; O ~. z Lot name: 3 North: 10167.1526 Line Course: N 10- 00 -0'0 W North: 10202.4580 Line Course: N 05 -00 -00 E North: 10221.6945 Line Course: N 16 -00 -00 E North: 10237.0747 Line Course: N 23 -00 -00 E North: 10263.9995 Line Course: N 39 -00 -00 E North: 10291.5726 Line Course: N 11 -00 -00 E North: 10330.4843 Line Course: N 88 -29 -53 W North: 10333.8813 Line Course: S 01 -29 -56 W North: 10169.5675 Line Course: S 88 -30 -04 E North: 10167.1429 East: 19754.7616 Length: 35.85 East: 19748.5363 Length: 19.31 East: 19750.2193 Length: 16.00 East: 19754.6295 Length: 29.25 East: 19766.0584 Length: 35.48 East: 19788.3867 Length: 39.64 East: 19795.9503 Length: 129.60 East: 19666.3948 Length: 164.37 East: 19662.0953 Length: 92.69 East: 19754.7536 Perimeter: 562.20 Area: 16,880 sq.ft. 0.39 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0126 Course: S 39 -26 -07 W Error North: - 0.00970 East: - 0.00798 Precision 1: 44,757.59 ..., d�t. u+::=% �.. le.: ri5ir` 57W" j. ��• �. t' ti�J: ' " - uiu ttr.+: .«'1:�'".ylaae;rTj,»ice = `a . s:: ii;; �lt6�•" Yi�','< L"' v' nee��ES� :'S�t�bu'�,ii.�i":�.a"n�� `�'Y�: "t`i,3s�A`5�1:a ° �nxuWUSaarraa .,. �t.:v,.a..xa . � *� , ___ 'e : , w*.�.� :�,. • Lot name: 4 North: 10160.6551 Line Course: N 01 -31 -44 E North: 10324.9466 Line Course: N 88 -29 -53 W North: 10330.4928 Line Course: S 11 -00 -00 W North: 10291.5811 Line Course: S 39 -00 -00 W North: 10264.0080 Line Course: S 23 -00 -00 W North: 10237.0832 Line Course: S 16 -00 -00 W North: 10221.7030 Line Course: S 05 -00 -00 W North: 10202.4665 Line Course: S 10 -00 -00 E North: 10167.1611 Line Course: S 88 -30 -04 E North: 10160.6631 East: 20003.0947 Length: 164.35 East: 20007.4797 Length: 211.60 East: 19795.9524 Length: 39.64 East: 19788.3887 Length: 35.48 East: 19766.0605 Length: 29.25 East: 19754.6316 Length: 16.00 East: 19750.2214 Length: 19.31 East: 19748.5384 Length: 35.85 East: 19754.7637 Length: 248.42 East: 20003.0987 Perimeter: 799.91 Area: 39,192 sq.ft. 0.90 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0089 Course: N 26 -32 -50 E Error North: 0.00798 East: 0.00399 Precision 1: 89,685.67 ki;;Zgif,X Je ri7A�s. hv ..sn.wa,::m: �,�....,sr.....w�.a. wiui�"k�+Gb:+3fu�: October 25, 2004 Brandon J. Miles, Assistant Planner City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 -2544 LAKERIDGE DEVELOPMENT PO BOX 146 RENTON, WA 98057 -0146 PHONE 425 - 228 -9750 FAX 425- 228 -7232 REF: Approved Preliminary Short Plat of Junction West City of Tukwila Project Tracking No. L02 -051 City of Tukwila Project No. PRE02 -004 - Site Construction City of Tukwila Public Works Permit No. PW04 -027 SUBJ: Request for Review of Final Plat Dear Mr. Miles: On behalf of Lakeridge Development, Inc., I am submitting materials for Final Short Plat Review for the Junction West Short Plat. The following information is attached to this letter: 1. 1 -Copy of Short Plat Certificate with supporting documentation. 2. 5- Copies of Short Plat Map pages 1 and 2. for review. 3. 2- Copies of Short Plat Map checks. I am not totally clear on the Final Short Plat process with the City of Tukwila. However, Lakeridge is more than willing to provide any additional information that you may need for the review and approval of the Final Short Plat for the Junction West Short Plat. If you have any questions, please feel free to contact me at any time. Sincerely; Gr/ David W. Casey, P.E. Lakeridge Development, Inc. C: /Junction West /Brandon Miles 10- 25- 04.doc February 6, 2004 Wm Wayne Jones Jr, President Lakeridge Development, Inc. PO Box 146 Renton, WA 98057 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Junction West Short Plat 14906 Macadam Rd L02 -051 Dear Mr. Jones: The Short Subdivision Committee has completed their review of the above - referenced short plat application. Based upon the City's review your short plat submittal, short plat preliminary approval is granted subject to the conditions stated below. There are three basic steps in the approval process: Preliminary Approval, Final Approval and Recording. These three steps and their requirements are described as follows. I. Preliminary Approval of Short Plat 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. A. PRELIMINARY APPROVAL CONDITIONS 1. General Steven M. Mullet, Mayor a. The surveyor's original signature must be on the face of the short plat and the mylar must have adequate margins meeting King County recording requirements. b. The original notarized signatures of all property owners must be on the face of the plat. c. The proposed short plat references certain easements. The easement documents must be submitted prior to final plat approval. They will be recorded at the time the time the short plat is recorded. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 w4x4a4441 YW»:n z z~ w re 2 -I U O 0 U U • LLI W w • 0 g • Q = w z = I— O z I— w • w 0 0) O - CI I- w W u. O w z U ? E-_ O ~ z d. As not dedication of private property is proposed, remove the signature block from the City Treasurer. e. Install all required site improvements, including those proposed in the short plat application and those identified as conditions of approval. f. You will need to obtain all required permits prior to beginning any construction. For water and sewer permits, contact the individual District. For City of Tukwila utilities, contact Tukwila Public Works at (206) 433 -0179. Planning a. Only those trees mark on the site plan to be removed shall be removed. b. As indicated on the plans, all existing structures on the property shall be demolished. A demolish permit from the City's Building Department may be required, please call (206) 431 -3670 to inquire for the need for a permit. c. No vegetation shall be removed within the 15 -foot buffer for the stream on the property. Short Plat Documents a. The addresses for the new lots need to be added to the short plat document. They shall be as follows: The private lane shall be South 149 Lane, lot 1 address is 5408 South 149 Lane, lot 2 address is 14910 Macadam Road, lot 3 address is 5412 South 149 Lane, and lot 4 shall be addressed at 5505 South 149 Street. For your information Tax Parcel # 8733000041, which is addressed as 14920 Macadam Road, is now addressed as 5405 South 149 Lane. Utilities a. Drainage design shall meet City of Tukwila Surface Water Ordinance Requirements. Contact Public Works for submittal and design requirements. b. Pursuant to Chapter 11.28 of the Tukwila Municipal Code, all utilities shall be placed underground. c. Extension of the sewer and water lines to the lots shall be approved by the appropriate utility. As built - plants shall be provided to the Public Works Department. Access a. An access road meeting City of Tukwila requirements shall be provided for lots one and three. b. Prior to final approval, the applicant shall provide a copy of the maintenance agreement for the Private Access and Utility Easement. This agreement shall stipulate that the owners of individual lots are responsible for maintenance of the access road. The agreement shall be recorded prior to final short plat approval, and a reference to its Auditor's File Number shall be made on the face of the final short plat. c. The following notes shall be shown on the face of the final short plat: "The City of Tukwila has no responsibility to build, improve, maintain or otherwise serve the private road(s) within or providing access to the property described in this short plat ". z ce ~ w 0 00 J = H cn u.. w gQ Geotechnical = W a. Sensitive Area Ordinance Hold Harmless agreement must be signed z l— and recorded with King County. i— O b. Additional geotechnical study will be required as part of building w w and/or public works permits. 0 U O CD I— Fire Protection a. T he following note needs to added to the short plat document, = 0 ouses more than 250 feet from a fire hydrant shall have either fire 0 sprinklers installed or a hydrant shall be installed within 250 feet z of the house ". v O� II. Final Approval Z The next step is to submit the necessary short plat documents in compliance with the conditions of approval. After the documents have been found to be in order and all requirements of the short plat have been met, the Chairman of the Short Subdivision Committee signs your short plat final mylar which constitutes a grand of final approval. III. Recording It is your responsibility to record the City approved short plat documents with the King County Department of 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. After recording, the County returns the recorded originals to the City within four to six weeks at which time your short plate is considered complete and you can obtain individual building permits for each lot. You can shorten this process by hand delivering a copy of the recorded short plat to the Department. Expiration The final short plat must be filed with the King County Department of Records by 3 February 10, 2005, exactly twelve months from the date of this preliminary approval or the application will expire. Please keep this date in mind in the coming months. The City is in no way obligated to remind you of the expiration date. The City may grant one extension of not more than twelve months. z z ce 00 Appeals N 0 The short plat approval decision is appealable to the Hearing Examiner. One administrative LLI appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If no w valid appeals are filed within the time limit the decision of the Department will be final. g gQ 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 Wareh=.2, = W 2004) £tb• a1 Z E— 0 Z I— w 0 0 - ❑ f— w W u. 0 w z U= O ~ If short plat approval expires and subsequent development permits that are related to the short plat shall also expire. Appeal Material shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appeal and the alleged errors in the decision. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed; the harm suffered or anticipated by the appellant, and the relief south. The scope of the appeal shall be limited to matters or issued raised in the Notice of Appeal. If you have any questions, please call (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. Sincerely, eve Lancaster, Director Community Development cc. Jim Morrow, Public Works Director Nick Olivas, Fire Chief Brandon J. Miles, Assistant Planner King County Assessor, Accounting Division 4 z August 25, 2003 . Wm. Wayne Jones Jr. PO Box 146 Renton, WA 98055 RE: Junction West Short Plat Dear Mr. Jones: Sincerely, Brandon J. Miles Assistant Planner cc. File (L03 -051) City of Tukwila 404 Department of Community Development Steve Lancaster, Director Thank you for providing an estimate on the expected cut and fill from the proposed short plat. The sheet provided shows that over 500 cubic yards of material will be disturbed on the site. This will require evaluation under Washington State's Environmental Policy Act (SEPA). Enclosed you will find the application Material. The City also has an electronic form of the checklist, which might be easier to fill out. Please contact me if you want me to send you the electronic form of the checklist. If you have any questions, you can call (206) 431 -3684 or by email bmiles @ci.tukwila.wa.us Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z z � 6 00 u) 0 CO W W J CO LL W = • a I- al Z �. I- 0 z r • o' o - . o 1- w w. W z . H = O ff ' z dmp, inc. (FORMERLY DALEY ENGINEERING CO.) July 30, 2003 Mr. Brandon J. Miles Assistant Planner City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Junction West Short Plat Dear Mr. Miles: The review comments in your June 5, 2003 letter were addressed as follows: 3. Sheet 2 has been added. The legal descriptions are on Sheet 1 of 2. 4. The earthwork quantities printout is attached. There will be zero balance. 5. See attached letter from J.S. Jones. Please feel free to contact me at (253) 333 -2200 if you have any questions. Sincerely, Alex'Poblete, P DMP, Inc. cc: Wm. Wayne Jones Jr. RECEIVED 'AUG 0 7 2003 DEVELOPMENT NT MBE - DBE DALEY - MORROW - POBLETE, INC. ENGINEERING - PLANNING - SURVEYING 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 TELEPHONE (253) 333 -2200 FAX (253) 333 -2206 1. The three cottonwood trees proposed to be removed from Lot 4 are within the BSBL and not within a sensitive area. However, in response to the City's request, Lakeridge Development has agreed to retain them. 2. The Cedar tree proposed to be removed from Lot 3 will be too close to the proposed buildin and will be hazardous. Therefore, we are still proposing that the tree be removed. Please note however that Note 3 on the Site Plan states that the trees marked with an "X" may potentially be removed. It will therefore be up to the owner /builder to determine if the tree can be saved. Z • ;= Z 0 UO N 0 CD LU W H u- . W = w Z I. H 0 Z I- 2 O = w w I^ ill U = O ff ' z 4 Earthwork Quantity Project: 01371 Tue Jul 27 16:25:21 2003 Site volume Table: Unadjusted Cut Fill Net yards yards yards Method Site: vol3 Stratum: vol3 ex prop 650 650 0 (C) Grid k July 10, 2003 Mr. William Wayne Jones, Jr. P.O. Box 146 Renton, Washington 98055 RE: The Junction, Lot 3 & 4, Stella A. Tyler's First Addition To Sterling Dear Mr. Jones: J. S. Jones and Associates, Inc. RECEIVED klUL+ 14 2003 Ans'd. The "Lower Junction, Lot 4, Strewn Study ", prepared by J. S. Jones and Associates, Inc., and dated August 30, 2002, evaluated the unnamed tributary of Gillam Creek all the way to its source, which is the culvert at the south side of the Southcenter Baptist Church parking lot, at the north property line. The Southcenter Baptist Church parking lot is located on a terrace at the crest of the drainage basin. North of the church parking lot, the direction of surface flows is to the north, in a sub -basin of the Duwamish River. Very Truly, Jeffery S. Jones Certified Professional Wetland Scientist 3408 52nd Place, N.E. TACOMA,WASHINGTON 98422 253- 942 -7131 / FAX 253 -942 -7132 June 5, 2003 Wm. Wayne Jones Jr. PO Box 146 Renton, WA 98055 RE: Junction West Short Plat City of Tukwila Department of Community Development Steve Lancaster, Director City Departments have completed their review of the second submittal for the Junction West Short Plat located along Macadam Road. Please respond the following comments. Planning Steven M. Mullet, Mayor 1. It is not clear why two trees are proposed to be removed along the stream. Please clarify. Specifically refer to TMC 18.54 for criteria to be used to authorize removal of significant trees within sensitive areas. Specifically refer to the replacement tree ratios and sizes for replacement trees. A tree permit must be obtained for removal and replacement of significant trees. A landscape plan prepared by a Washington State licensed landscape architect must be included with a tree permit. 2. There are trees proposed to be removed that are not within the footprint of a proposed building or driveway. What is the reason for these trees being removed? Is it possible to retain any of these trees? TMC 17.20.030 notes, "every reasonable effort shall be made to preserve existing trees and vegetation, and intergrate them into the subdivision design." 3. Existing and proposed legal descriptions must be put on the plat. 4. Provide fill and cut estimates for the development. SEPA is required for any fill or removal of material is excess of 500 cubic yards. 5. The stream report, item number 3.4 notes that there are no wetlands adjacent to the on -site stream. Yet, it is not clear that the wetland reconnaissance was done for the entire subject site or just lot 3 and 4 of Stella A Tyler's 1st addition. Public Works Public Works is ready to approve preliminary approval of the short plat, provided that comments on red on the short plat are addressed. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 k Fire No Comments Informational Comments Permits are currently pending on lot 1 of the Plat of Stella A Tyler's First Addition to Sterling, Vol, 15/8, where applicable please coordinate the development of this lot with the Junction West Short Plat. If you have any questi s, you can call me at (206) 431 -3684 or email me at bmiles • ci.tukwila.w us. Cr Sincerely, don Iles Assistant Planner cc. File (L02 -051) z C w oo cn o f U) w: w =: J CO w! w o : . g ¢. co � ▪ w 1• 0 Z I- U � !O � 0 ,w W, 2 H 11-I O : .Z w O ~ Z DMP, INC. Engineering - Surveying - Land Plat ~^ g 726 Auburn Way North AUBURN, WASHINGTON 98002 (253) 333 -2200 FAX (253) 333 -2206 TO `` `\ N k\ \A1._.\ A- I WE ARE SENDING YOU X Attached THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval X 7 For your use ❑ Approved as noted ❑ Submit copies for distribution As requested ❑ Returned for corrections ❑ Return corrected prints > El' For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO PRODUCT 240T ❑ Shop drawings ❑ Copy of letter ❑ Prints RECEIVED MAR 2 8 2003 COMMUNITY DEVELOPMENT DATE mi l/ - tAl ATTENTION RE: ❑ Under separate cover via the following items: ❑ Plans ❑ Samples ❑ Specifications ❑ Change order ❑ a- �utQ C frA RP\ rAp Tel IS D S yt a If enclosures are not as noted, kindly notify us at once. LETTE ` •Fn TRANSMITTAL JOB NO. SIGNED -SC — t - A tC.' -G GRINDER PUMP SYSTEM FOR LOT 4, JUNCTION WEST CLIENT: LAKERIDGE DEVELOPMENT INC. P.O. BOX 146 RENTON, WA 98057 (425)228 -9570 PREPARED BY: PROJECT NO. 01371 MARCH 25, 2003 DALEY - MORROW - POBLETE, INC. 726 AUBURN WAY NO. AUBURN, WA 98002 (253)333 -2200 `EXPIRES JANUARY 9� 2004 DMP, INC. Engineering - Surveying - Land Planning 726 Auburn Way North AUBURN, WASHINGTON 98002 (253) 854 -9344 FAX (253) 854 -6663 JOE u YT t) SHEET NO CALCULATED BY 1i' CHECKED BY DATE SCALE OF DAT /z ,,' a0 351 30- 25- 20- c= L --. ._.. = 10 5 108 96 72 _ = - L '-- . 6 48 36 24 12 0 I ! , 1 H ! I 1 . i I ' MODEL G1 X200 G1LX200 MAX. IMP 5.00'' 4.50" L — litibb.... Rkyililikk, 1%66. -(37 "D/4 G1X200 !my AR -.... II • . DZI I E .... m Mk,. ■ilsli Dm Li L -3 .q7"Dm. L sal - 3 - 5 " D 1,4 i 1 1 11111MMITAillAilliNUMINPMENN immi 11 mar11411111211421i H -1 11111. ---...110010 -99rmtmoaklmni 111111V sight,.. G1LX200 I miql U.S. GPM 0 8 16 24 32 40 48 56 64 M 3 /HR 2 4 6 8 10 12 14 16 Section GRINDER Page 107 Dated SEPTEMBER 1993 Operating point must fall within curve. G S AURORA PUMP A UNIT OF GENERAL SIGNAL Conditions of Service: GPM: a TDH: 24 HYDROMAT1C PUMPS Specifications Section GRINDER Page 517 Dated SEPTEMBER 1993 CAST IRON G 1 X G2HX AND G2FX EXPLOSION PROOF SUBMERSIBLE SEWAGE GRINDER PUMPS 1.01 GENERAL A. Contractor shall furnish all labor, materials, equipment and incidentals required to provide (Qty.) submersible centrifugal explosion proof sewage grinder pump(s) for NEC class 1, division 1, group C, D Hazardous locations, as specified herein. 2.01 OPERATION CONDITIONS A. Each pump shall be rated H.P., volts, phase, hertz, R.P.M. The unit shall produce U.S. GPM at feet TDH. 3.01. CONSTRUCTION A. Each pump shall be of the sealed submersible type, Model as manufactured by Aurora/ Hydromatic Pumps, Inc. The pump volute, motor and seal housing shall be high quality gray cast iron, ASTM A -48, Class 30. All external mating parts shall be machined and Buna N Rubber 0-ring sealed on a beveled edge. Gaskets shall not be acceptable. All fasteners exposed to the pumped liquids shall be 300 series stainless steel. 3.02 ELECTRICAL POWER CORD A. Electrical power cord shall he water resistant 600V, 60 °C., UL and /or CSA approved and applied dependent on amp draw for size. B. The power cable entry into the cord cap assembly shall first be made with a compression fitting. Each individual lead shall be stripped down to bare wire, at staggered intervals, and each strand shall be individually separated. This area of the cord cap shall then be fitted with an epoxy compound potting which will prevent water contamination to gain entry even in the event of wicking or capillary attraction. C. The power cord leads shall then be connected to the motor leads with extra heavy connectors having brass inserts with a screwed wire to wire connection. D. On the 3, 5, and 71/2 horsepower series pumps, there shall be an additional epoxy compound potting area separating the motor housing from the cord cap assembly. E. The Cord cap assembly where bolted to the connection box assembly shall be sealed with a Buna N Rubber O- ring on a beveled edge to assure proper scaling. 3.03 MOTOR A. The stator, rotor and bearings shall be mounted in a sealed submersible type housing. The stator windings shall have Class F insulation (155 °C. or 311 °F.), and a dielectric oil filled motor, NEMA B design (3 phase), NEMA L design (single phase). B. The pump and motor shall be specifically designed so that they may be operated partially dry or completely submerged in the liquid being pumped. C. Stators shall be securely held in place with a removable end ring and threaded fasteners so they may be easily removed in the field, and must be capable of being repaired or rewound by a local motor service station. No special tools shall be required for pump and motor disassembly. D. Pump shall be equipped with heat sensors. The heat sensor(s) (one on single phase, two on three phase) shall be a low resistance, bi -metal disc that is temperature sensitive. It (they) shall be mounted directly in the stator and sized to open at 120 °C. or 130 °C. and automatically reset at 30 -35 °C. differential. The sensor shall be connected in series with the motor starter coil so that the starter is tripped if a heat sensor opens. The motor starter shall be equipped with overload heaters so all normal overloads are protected by external heater block. GS AURORA PUMP A UNIT OF GENERAL SIGNAL HYDROMATIC'M PUMPS Section GRINDER Page 518 Dated SEPTEMBER 1993 3.04 BEARINGS AND SHAFT A. An upper radial bearing and a lower thrust bearing shall be required. These shall be permanently lubricated by the dielectric oil which fills the motor housing. B. The shaft shall be machined from a solid 416 stainless steel and be a design which is of large diameter with minimum overhand to reduce shaft deflection and prolong bearing life. 3.05 SEALS AND SENSORS A. The rotor and stator in the motor housing shall be separated and protected from the pumped liquid by an oil filled seal housing incorporating two type 21 carbon ceramic mechanical seals mounted in tandem. This seal housing shall be equipped with 2 moisture sensing probes installed between the seals, and the sensing of moisture in the seal chamber shall be automatic, continuous, and not require the pump be stopped or removed from the wet well. The sensor probes shall be electrically isolated, with a resistor between each probe to eliminate grounding to the casing. 3.06 IMPELLERS A. Impeller shall be bronze multi -vane, semi -open, non - overloading design. They can either be factory or field trimmed to meet specific performance conditions. Impellers shall be hydraulically and statically balanced at the factory, and machined for threading on to the pump shaft. Wear or field trimming shall not deter the factory balance. 3.07 GRINDER CUTTERS A. The combination centrifugal pump impeller and grinder unit shall be attached to the common motor and pump shaft made of 416 stainless steel. The grinder unit shall be on the suction side of the pump impeller and discharge directly into the impeller inlet leaving no exposed shaft to permit packing of ground solids. The grinder shall consist of two stages. The cutting action of the second stage shall be perpendicular to the plane of the first cut for better control of the particle size. The grinder shall be capable of grinding all materials found in normal domestic sewage, including plastics, rubber, sanitary napkins, disposable diapers, and wooden articles into a finely ground slurry with particle dimensions no greater than 'A inch. Both stationary and rotating cutters shall be made of 440C stainless steel hardened to Rockwell 60C and ground to close tolerance. B. The upper (axial) cutter and stationary cutter ring shall be reversible to provide new cutting edges to double life. The stationary cutter ring shall be a slip fit into the suction opening of the volute and held in place by three (3) 300 series stainless steel screws and a retaining ring. The lower (radial) cutter shall macerate the solids against the I.D. of the cutter ring and extrude them through the slots of the cutter ring. The upper (axial) cutter shall cut off the extrusions, as they emerge from the slots of the cutter ring to eliminate any roping effect which may occur in single stage cutting action. The upper (axial) cutter shall fit over the hub of the impeller and the lower (radial) cutter shall be slip fit and secured by means of peg and hole and rotate simultaneously with the rotation of the shaft and impeller. The grinding mechanism shall be locked to the shaft by a 300 series stainless steel countersunk washer in conjunction with a 300 series stainless steel flat head cap screw threaded into the end of the shaft. 3.08 PAINTING A. The pump shall be painted after assembly, but before testing, with a lead free air dried enamel. The paint shall be applied in one coat, with a minimum mil thickness of 3 to 4 mils. 4.01 TESTING A. Commercial testing shall be required and include the following: 1. The pump shall be visually inspected to confirm that it is built in accordance with the specification as to HP, voltage, phase and hertz. HYDROMATIC'" PUMPS AURORA PUMP GS A UNIT OF GENERAL SIGNAL 4'a.w'YJyM..nJ v.w acastbko Ila, 4 ail µyyyy yN.y Gs AURORA PUMP A UNIT OF GENERAL SIGNAL 2. The motor and seal housing chambers shall be hi -potted to test for moisture content and /or insulation defects. 3. Pump shall be allowed to run dry to check for proper rotation. 4. Discharge piping shall be attached, the pump submerged in water and amp readings shall be taken in each leg to check for an Unbalanced stator winding. If there is a significant difference in readings, the stator windings shall be checked with a bridge to determine if an unbalanced resistance exists. If so, the stator will be replaced. 5.01 WARRANTY A. The pump unit or any part thereof shall be warranted against defects in material or workmanship within one year from date of installation or 18 months from date of manufacture, whichever comes first, and shall be replaced at no charge with a new or remanufactured part, F.O.B. factory or authorized warranty service station. The warranty shall not assume responsibility for removal, reinstallation or freight, nor shall it assume responsibility of incidental damages resulting from the failure of the pump to perform. The warranty shall not apply to damage resulting from accident, alteration, design, misuse or abuse. Section GRINDER Page 519 Dated SEPTEMBER 1993 HYDROMATIC PUMPS 4 1.1d ddg4 1: iii=s 1P404.4 ,,, : :.:TLL_'LL'Y , % ;x�5fsi:WU.cxy ye- , ,,d e.+w:«a. n•n:+�.•.•.+r• «.w.xn , ..... +; .e.ri..mww.wide,r nPD- :.9,--"D2,0 ?,S : 71 =DIALER ?QC I F : C Simplex Control Panels Specifications General Panel _ closure: S1 Pa-1e. Ratings: S2 Pate.: Ratings: Submittal �``'°� Data Sheet Orenco Simplex Control Panels are specifically engineered for pressure sewer (S I EP) systems, onsite septic treatment systems, and for pump control into conventional gra° is sys- tems. Standard features include cir- cuit breakers, an automatic/manu- al/off toggle switch, automatic motor control operation, and an audiovisu- al high water level with auto reset Other standarc features and options are listed on page 2. Orenco Panels are designed for use with mechani- cal and /or mercury float switches. Listed per UL508: a UL- Canada list- ing is available. Applications Orenco Simplex Control Panels are used to control effluent pumps, alarms, and other equipment as specified in pressure sewers and onsite septic systems. Standardl Models Si, S2. Model Code Nomenclature: S X XXXX Indicates selected otmons (see p.2). Indicates voltage. = 120VAC. 2 = 240 VAC. Measures 11.5" high x 93" wide x 5.4" deep. NEMA 4X rated. Constructed of UV resistant fiberglass; hinge and latch are stainless steel. 120 VAC, 3/4 hp, 14 amps, single phase, 60 Hz. 240 VAC, 2 hp, 14 amps, single phase, 60 Hz 20686 Orenco Systems' 'ncorooreted 314 AIRWAY AVENUE SUTHER'JN.O CGON 37 el :PHONE_ ;54111 - 4449 18C01 48 -93 ACS{MILE 5411 45.5.2954 EStI- CP•S -1 Rev. 2.f1. C 329/93 Pug* 1 of 2 Z w 6 U O co ❑ W —1 • LL- W O J < co O W , Z � 1- 0 Z t— W U • ❑ O C ❑ t— W W 2 I-- H �' O Z W U= O ~ Z zPP- :9- 20a1 a8: 38 . — ' c c Roc: : c Simplex Control P iels (continued) Standard Features Feature Motor-S Contactor Pump C':'- Breaker Conte c , Breaker Toggle Stiv!:ch Audio A.i -ar Audio Hiar Silence P.e av Visual A :ar r. ESU- CP -5.1 Rev. 2.0. 21?9r39 Page 2of 2 Specification(s) 120 VAC: 14 FLA, 3/4 hp, 60 hz; 2.5 million cycles at FLA (10 million at 50% of F:A). 240 VAC: 14 FLA, 2 hp, 60 hz; 2.5 million cycles at FLA (10 million at 50% FLA). 20 amps, OFF /ON switch. Single -pole 120 VAC, double -pole 240 VAC. DIN rail mounting with thermal ma•netic trips in characteristics. Optional Features 10 amps, OFF /ON switch. Single pole 120 VAC. DIN rasl mounting with !herrn& magnetic tripping characteristics. Sinole +ole- double throw HOA switch rated at20 amps. 95 dB at 24 ", warble -tone sound. 120 VAC, automatic reset DIN rail mount. 7/8" diameter red lens, "Push -to- silence." NEMA 4X, 1 watt bulb, 120 VAC. Feature Specification(s) intrinsic? , v Safe 120 VAC. Listed per UL 913, for Class 1 Div. 1, Contro° ::ay:; Groups A, B, C, 0 hazardous locations. Larger enclosure required. Product Code Adder IR Pr ogra� : •rr pie Timer 120 VAC, Repeat cycle from 0.05 seconds to 30 hours. Separate variable PT controls for OFF & ON time periods. Redunca -• Dff Relay 120 VAC provides a secondary off. Sounds alarm on low level RO condition. DIN fail mount Heater Anti- condensation heater. Self - adjusting: radiates additional HT watta.e astem•erature drops. Disconr.€c • Switch Single pole - single throw, 20 amos. motor rated at 1 hp. DS Elapsec ie Meter 120 VAC, 7- digit, non- resettabfe. Limit of 99,999 hours; ETV, accurate to 0.01 hours. Event Co: - •ter 120 VAC, 5-digit non - resettable. CT Puriio Sur . ght 7/8" green lens. NEMA 4X, 1 watt bulb, 120 VAC. PRL 2068638681 P.a3/25 0 P-921 98 :38 ''"`9 =OULER. ?oC :P C ,...'u J ;� rte. .. :'�i :l j.i:: • te a n. '.r. �1 s, Mertcury- activa €ed, narrow -angle float switch designed to activate pump control panels and alarms.. This ••ow-angle sensing device is used to accurately monitor liquid levels in sewage and non- gotaole water cations. The Sensor Floater control switch is not sensitive to rotation and is suitabte for use with - •sicaliy safe circuits. Contact SJE- Rhombus regarding specific intrinsically safe aooli Normaity Open Model (high level) The :c •ai switch turns on (closes% when the float tips slightly above horizontal signaling a nigh and turns off ;opens( when the float drops slightly below nor;zontal. Nortrat =.y Closed Model (low level) The cc -' rol switch turns on (closes) when the float drops slightly below honzontal signaling a :ow levc and turns off (opens) when the float Tips slightly above horizontal. j y�,yaC. :.i!a � ^ ,�; ...�„.• ,� w: u =•-'a„ t' {'•`+in-' � " }y W 6 „�, ':." � }rf:.' . 1��4 Y Y• : t Z S , . s i^ ir �G. ' , :I.`.; 7 n >i�l!'T'+{i } 1sT + %•i�.t S...i:able -or use with intrinsically safe oircuits. sensitive to rotation. -.trot dif cf .5 inches (1 cm) above or below horizontal. _tSted for use to non- ootable water and sewage. Certified. • ree -year limited warranty. :• F C ih•t',P {' 7+. - ,{Sia. ^ • its tF.;+ ? •e;.� v` .� r. l�i i � t TIO tS ".1 ,.,•..d' -a #=Z'. l ei �t :t ur :h�t� :Z� ts :rxv. :[ t � :lin" This 9 witch is available: LIT - ':crrnaily open (high levet) applications or normally closed • :w novel;• applications. ff • standard cable lengths of 10. 15. 20. or 30 feet and 3, 5, 5. or 10 _ter s. . -n three mounting options that ailow for flexibility in installation: .oe Clamp: for applications where the switch can be attachea discharge pipe or similar mounting device. :r;terrially Weighted: for applications where the switch can be -. :soended from above. :Externally Weighted: for applications where the switch can be . :spended from above. 2968638581 94/75 CABLE: flexible 18 gauge, 2 conductor (UL,CSA) SJOW, water-resistant (CPE) jacket FLOAT: 3.38 inch diameter x 4.55 inch long (8.58 cm x 11.56 cm;, high - impact, corrosion resistant, PVC housing for use in sewage and non- potable water up to 140°F (60°C) MAXIMUM WATER DEPTH: 30 feet (9•rpetors), 13 Psi • MERCURY TILT SWITCH: single pole, single throw, mercury-to-: riercury contacts, hermetically sealed in a steel capsule and epoxy sealed in the float housing ELECTRICAL: 5 amp, 120/230 VAC, 50/60 Hz CONTR.- L. sts Vitti PO Box 1708. Detroit Laces. MN 56502' 1- 888 -DIAL -SJE • 1- 218 -847 -1317 1-218-847-4617 Fax email: sje @sjerhombus.com Wvaw.sjjerh oinb its,com t2Y- 2,.• .- *.- n-» -. ,.,_ tZ. sr1.=="._....-. Z. r ra-+ t. .^^^7,- .,:•; ±n-,e,.....n« �.. r ,n k. w •,n a='Q- ae: :39 Figure. A Figure I. clamp head = 96ILFP Par I F : r Sensor Float coh.troi switch installation Nastructions ;la►WAR$1NG • FUPEt 1NARNING; EXPLO FIRE FARD•''";"`- . Do not use' thi I''AZ this product ftem fable liquics.. Do nct Install in hazardous likalidris as defined 5• National Code, ANSi/h1FPA 711 = ': : ' ' Feilu. :o `r.iiow these precautions could result in serious injury or dr{ath. Repfaca product immediately if switch cable beoornes damaged or severed - s-ep these instructions with warranty after installation_ This product must be installed in ac ordance° Mth National Eio^t io Cale. ANStP:WWF`A 7- so as to•prevent moisture from entering or accumulating within boxes, conduit bodies; fittings, float housing, or cable, • secure ca under strac{ , releasable tab ':tall. Instr. PN r7' - • 4K Sat. o ,n ?`! ' �U•.i :-. ELECTRICAL SHOCK.HAZARD' • • . •.`'" =-:;;. Disconnect powor' i servicing thi 1 product. A qualified Seivice person must install and service' this product according to applicable eiectricaf ._ and plumbing codes. - Deterr - ir _ desired activation level as show- n Figure A. To adjust activatr:i evel. move pipe demo up or .d:c.. discharge pipe. 2. T ighte - : =' ?e • :larr.p around dischzryt: pipe at desired activatic: evet. Keep switch cable :e'. •veen strap and pipe to prevent : :2oage as shown in Figure 3. To 'oc e. • •? tab, run rerrair. '; strap between release_ : tab and clamp head as shown ='gure E. Pull tightly. 4. To elirh • ate obstruction to switch. tuck s :re :. pack through clamp head ;.,:s . -own .r. Figure B. 5. Wire can _ leads directly into cortrc • ; -svice as shown Figure C. o. Check :alletior. Allow system to cycle :c "sure proper operatic . Determine aesirred activation level. 2. Suspend switch 7 inches (18 cm) below desired activation level as shown in Figure D. Switch remains partially submerged during the 'on" tipping action. Switch can be totally submerged and still continue to operate property. 3. Wire cable leads directly into control device as shown in Figure C. 4. Check installation. Allow system to cycle to insure proper operation. Figure C - Wiring Diagram 3NTi6RNAi: WE1 to Li power source Figure 0 white to L1 load black Figure E SJ ELECTRO SYSTEMS. INC. 22650 County Highway 6 ff P.O. Box 1708 1 Detroit Lakes, Minnesota 56502 USA 1- 888 - DIAL -SJE (1 -888 -342 -5753) Q Phone: 218 -847 -1317 B Fax: 218-847-4617 E mall: sje@slerhombus.com �qp�... wr- r..,.: i'^.^^+^ t^ S* G'- r^... ��T:^. iw..' L ^.�".:..�"tit^.'i::' :;7'.i_^.'.* ^;,'E`er. :- .rr..,..w�v.'�r+±^••, :...,^,m;�+ art•. •- � •..,,•d...;.m..- +.- a «..r. 068638681 P.25/25 C'AB1.31YEGHT hilt : rat' :�(�+'.�:.9rr�o •,.'t.a.1 ;Ni :Std,;., 1j1 + :,: U Determine desired ac vation I evel. 2. Suspend switch and cable weight at desired activation level as shown in Figure E. 3. Wire cable leads directly into control device as shown. in Figure C. 4. Check installation. Allow system to cycle to insure proper operation. Cable weight s attached to switch cable at the factory To adjust: 1.. Release Giio, 2 Adjust cable weight to desired position. 3. Lay switch cable in w.veignt channel. 4. Align clip with weight channel and slide towards switch cable as shown in Figure E. 5. Snap Clio snugly up to cable. moving clip to tightest possible position. DruL•CC :n '.;SA 3 -STaL P.35 dmp, inc. `�', `` %!f • r .. rte', .. ' a iv4�. (FORMERLY DALEY ENGINEERING CO.) Z W 6 00 C 0 CD J H U) u- W O, 2 g Q cn d = w I— _ Z1.- We have addressed the comments contained in your letter dated January 17, 2003. this letter demonstrates where Z W • w FIRE DEPARTMENT COMMENTS 0 O- O I— Notes 2 and 3 have been added to the face of the short plat regarding Fire Department comments. w w I I— U . O .. w (1,2) Notes 4 and 5 have been added to the face of the short plat regarding. U O ~ (3) Are proposed legal descriptions necessary on the face of a short plat when upon the recording of a short plat Z the legal descriptions for the individual lots will become lot x, City of Tukwila short plat No. 02 -051, recorded under recording No. 2001==a, in king County, Washington? (4) The adjoining lot lines to the south have been revised on the face of the short plat to reflect the lot line adjustment file No. 02 -015 that has recently recorded. 26 March, 2003 Minnie Dhaliwal Senior Planner City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Ste. 100 Tukwilla, WA. 98188 Re: Response to request for additional information, file No. L02 -051 Dear Mrs. Dhaliwal and how the comments were addressed. PUBLIC WORKS COMMENTS Short Plat Survey Site Plan r .';� f �+ "n�; y:•. rr ry4, �Mfr�:a ,� Z'h�j n� z- a�ilvU�'+:i}"4,`i�f MBE - DBE p DALEY - MORROW - POBLETE, INC. ENGINEERING - PLANNING - SURVEYING 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 TELEPHONE (253)333 -2200 FAX (253)333 -2206 (5) The parcels tax account No. is shown in the Department of Assessments approval block. (6) The stream buffer and BSBL has been revised on the face of the short plat to reflect a 15' buffer and 10' BSBL. (7) (8) (9) (10) (11) Notes have been checked. BSBL building setback line has been added to the legend. References have been added to the face of the short plat. The wording contained in the dedication is acceptable to the developer. Redline comments have been addressed on the face of the revised Short Plat. 'rs112.4 ' ':krwELk1.k€Z thatANii :Sr:ited.`.:c.+s....N: rtiLW1i?.Gi1iL"Q{iv"K.7..,�,� , hffffeyt+dt IbwgMiaA+.AevaY+'.f riSY .^7 J:A.45,4SW,14J.5 . 4 , 1114144a, Niarir : 'e{I tigtil' • ` vw~ iL�L CG$ 1 � * fGL JLY. Information Comments (1) Prior to Miscellaneous /Building permit approval a copy of all private ingress /egress /utility and drainage easements shall bee provided to the City. Short Plat Site Development Plan (1) (2) ( (4) (5) (6) (7) ( ( (10) Note 7 has been added to the site development plan addressing geotechnical report. Note 8 has been added to the site development plan addressing foundations. No response is required at this time. A sight distance plan has been provided addressing sight distance along McAdam Rd. Hydrant was relocated and note 6 added. Trench has been relocated outside BSBL. Note 9 regarding utility placement has been added. Manhole added in order to provide a 90° connection, a tee will be provided. Grinder pump system calculations have been provided. All driveway grades have been verified and will not exceed 15 %. Miscellaneous Permit (1,2,3,4,5) These items shall be addressed as required during the other phases of this development. Please do not hesitate to call if you have any questions or comments. Sincerely, r • Rel'ly 1 Ck Sean M. Reinicke dmp, inc. MBE - DBE - -- n ,�. "'� "ii n, ." v:.'" S? :[�..._ffS "'^'w• "n`"•�' �;,7 � r '; iMFT "r r nS;?.: •{ T • "`..t} Y. a;i. � =} y •a • j',' r ' c r �: i��'v -'�,+� "r�' "� �.�,t "7�.:�7 > it.^:. ,rte'. �f <1 fi- r ,. , tr1v� { y : tu.4� e !' i..,, ➢.�'.' f+Y .t �'_u: c " x, c`P'i,srp,y' " . uP Y:Y:ki .` 4, 'v'rkl t' i.: �;. ^ , e . S' +"�t7• ri 7 i+ y :. .jiy�,wi * , 1 ° —':'l a.:si.,.�.:�siur.:. c .5..,�k'z' 7s• 4`rsi.� nl d: Cwo,' 3'.«w,..it ss� riK.^• cYtt •f a 1.0,2..E (FORMERLY DALEY ENGINEERING CO.) 26 March, 2003 Minnie Dhaliwal Senior Planner City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Ste. 100 Tukwilla, WA. 98188 Re: Response to request for additional information, file No. L02 -051 Dear Mrs. Dhaliwal We have addressed the comments contained in your letter dated January 17, 2003. this letter demonstrates where and how the comments were addressed. FIRE DEPARTMENT COMMENTS Notes 2 and 3 have been added to the face of the short plat regarding Fire Department comments. PUBLIC WORKS COMMENTS Short Plat Survey Site Plan (1,2) Notes 4 and 5 have been added to the face of the short plat regarding. (3) Are proposed legal descriptions necessary on the face of a short plat when upon the recording of a short plat the legal descriptions for the individual lots will become lot x, City of Tukwila short plat No. 02 -051, recorded under recording No. 2003)0000000c, in king County, Washington? (4) The adjoining lot lines to the south have been revised on the face of the short plat to reflect the lot line adjustment file No. 02 -015 that has recently recorded. (5) The parcels tax account No. is shown in the Department of Assessments approval block. (6) The stream buffer and BSBL has been revised on the face of the short plat to reflect a 15' buffer and 10' BSBL. (7) Notes have been checked. (8) BSBL building setback line has been added to the legend. (9) References have been added to the face of the short plat. (10) The wording contained in the dedication is acceptable to the developer. (11) Redline comments have been addressed on the face of the revised Short Plat. DALEY - MORROW - POBLETE, INC. ENGINEERING - PLANNING - SURVEYING 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 TELEPHONE (253)333 -2200 FAX (253)333 -2206 Z 4 ' Z ~ W a: 2 00 0) cn J I_- N u- W g Q : _ a Z = I- O W uj U � O s O I- I • 0 u" O: Z. W O = Z Information Comments (1) Prior to Miscellaneous /Building permit approval a copy of all private ingress /egress /utility and drainage easements shall bee provided to the City. Short Plat Site Development Plan (1) (2) (3) (4) (5) (8) (7) (8) ( (10) Note 7 has been added to the site development plan addressing geotechnical report. Note 8 has been added to the site development plan addressing foundations. No response is required at this time. A sight distance plan has been provided addressing sight distance along McAdam Rd. Hydrant was relocated and note 8 added. Trench has been relocated outside BSBL. Note 9 regarding utility placement has been added. Manhole added in order to provide a 90° connection, a tee will be provided. Grinder pump system calculations have been provided. All driveway grades have been verified and will not exceed 15%. Miscellaneous Permit Sean M. Reinicke Z ii / +ii , 344 LC•.ruMUXIlGSS(�,i.4 i.+'+Y %t• aY� u_ Wa u_ < . co a � Z � H 0 Z I•- gy p' (1,2,3.4,5) These items shall be addressed as required during the other phases of this development. p zz' W W H U , Please do not hesitate to call if you have any questions or comments. u_ Sincerely, v u�. �4 \ l C le---C— o z January 17, 2003 Wm. Wayne Jones, Jr. PO Box 146 Renton WA 98055 Re: Request for additional information for Short Plat application. File numbers L02- 051. Dear Mr. Jones: w The City's Public Works and Fire Department have reviewed your application and have requested o SP- some additional information. The completeness letter dated November 20, 2002, requested some o I additional information and informed you that we will provide you comments from the Fire = v Department and the department of Public Works after they complete their review. u_ o di z H 2 1. Driveway in excess of 150' need approved Fire Department turn around. 0 2. In short plats of four lots or less, single family residences over 250' from a fire hydrant shall have either fire sprinklers installed in the residence or fire hydrant brought within 250' of the structure. Please explain what is proposed. Fire Department's comments Public Works comments (see attached) In order to further process your application a complete response must be provided to items requested by the Fire Department and the Public Works Department. Also address the items requested in the November 20, 2002 letter. If you have any questions, you can reach me at 206- 431 -3685. Sincerely, Minnie Dhaliwal Senior Planner 1 sw�w:wu+w�.we:w.s�6 Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z z� w re 2 J 00 co w= J F— co w. w u_a co _ a z � O z F--. City of Tukwila Department ore° g ai' 1 9 jlopment TO: PLANNING DEPT. — Minnie Dhaliwal, Senior Planner FROM: PUBLIC WORKS DEPT. — David McPherson, Associate Engineer DATE: January 3, 2003 SUBJECT: Junction West — 4 Lot Short Plat 14906 — Macadam Rd. South Short Plat and Informational Comments Short Plat — L02 -051 Short Plat Survey Site Plan 1. Provide note on short plat map, to comply with Geotechnical Engineering Report, by Cornerstone Geotechnical, Inc., dated April 26, 2002 and subsequent geotechnical reports. 2. Provide note on short plat map, that individual house foundation and drainage \\?‘ system, shall provide a specific geotechnical assessment, with final design recommendations. ) . Provide proposed legal descriptions on the short plat map, including Tract `A'. 4. Revise lot lines for lots A, B, C, & D as shown on your short plat map Tukwila permit no. L02 -015, enclosed. 5. Provide tax lot no(s). on short plat map. 6. Verify stream buffer and BSBL, see lot line adjustment file no. L02 -015, enclosed. 7. Verify notes, add as applicable. 8. Add to legend, as applicable. 9. Add REFERENCES, as applicable. 10. Verify wording for DEDICATION. 11. See redlines on short plat maps for L02 -051 and L02 -015, enclosed. Steven M Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Short Plat Site Development Plan icalit l M 'ac PciffilMeiQegfP ttility easemafe Lancaster, Director d private drainage easements, prior to Miscellaneous and /or Building Permit approve by the City. 1. Provide note on short plat site development plan, to comply with Geotechnical Engineering Report, by Cornerstone Geotechnical, Inc., dated April 26, 2002 and subsequent geotechnical reports. 2. Provide note on short plat site development plan, that individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. 3. A peer review of the geo- technical report is required per City Of Tukwila codes 18.45.080.E and 21.04.140.A. Applicant may be required to pay for peer review of geo - technical reports and studies. 4. Site distance study shall be required along Macadam Rd. South. 5. Proposed fire hydrant at West end of Tract `A' may not meet distance requirements for lot 3 house. May need to locate fire hydrant further East or sprinkler house on lot 3. 6. Storm drainage dispersal trench on lot 3 should be moved out of the BSBL. 7. All utilities are required to be underground, per City ordinance. 8. Sanitary Sewer force main on lot 4 shall not connect directly to City owned manhole. Provide additional manhole and gravity flow to existing manhole. 9. Provide information regarding private sanitary sewer pump station. 10. Verify that all private access grades, including driveways, do not exceed 15 %. Miscellaneous Permit 1. The applicant shall apply for Miscellaneous and Building permit approval. 2. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. 3. An infrastructure design and construction standard manual, is available at the Public Works Department. 4. Water and Sanitary sewer assessments may apply. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor Steven M. Mullet, Mayor emo ition ' e t exist s ru res a e o e remove oli �i' MEt- $9t i t( ! limpframy. Building pe i f' S Lancaster, Director affected lots. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ::b.z,.V .. i..^; uY•.'. r 97.'. �: Sn', S:% 4sf2+ �••• v. w.: afw�vv�t;;rWpk.i.:.ytw4u.n b.>ti'i.v"�%�:.Y u... iryi�r•.'. 4�: 4'+ tiii: S. cv'. l' d.. iw21at7ti :e�iUdir2;.;�;�d4:�,��..sa: :.;w.+.- .s,a.....o.- _✓..,.. _ _.....� �., ., ,.�,.,,i........- �...........�. A Z 6 0; 0 O. u) u) w' W =' :CD L: W O : g Q, _co D d . W I- - O: 2 w - Wi• U p'. ;O ; 'W I w O , Z :0 = O ~' Z DATE: January 3, 2003 MEMORANDUM TO: PLANNING DEPT. — Minnie Dhaliwal, Senior Planner FROM: PUBLIC WORKS DEPT. — David McPherson, A Engineer SUBJECT: Junction West — 4 Lot Short Plat 14906 — Macadam Rd. South Short Plat and Informational Comments Short Plat — L02 -051 j 1 h Sort Plat Survey Site Plan . Provide note on short plat map, to comply with Geotechnical Engineering Report, by Cornerstone Geotechnical, Inc., dated April 26, 2002 and subsequent geotechnical reports. 2. Provide note on short plat map, that individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. Provide proposed legal descriptions on the short plat map, including Tract `A'. 4. Revise lot lines for lots A, B, C, & D as shown on your short plat map for Tukwila permit no. L02 -015, enclosed. 5. Provide tax lot no (s). on short map. /6. lat ma �s ) p p Verify stream buffer and BSBL, see lot line adjustment file no. L02 -015, enclosed. 7. Verify notes, add as applicable. 8. Add to legend, as applicable. i 1 V . Add REFERENCES, as applicable. 0. Verify wording for DEDICATION. 11. See redlines on short plat maps for L02 -051 and L02 -015, enclosed. - - a:) t: ray:.v,.araa:w�cs�rutffr:W:xntrd .'.-::' - ew:» z z w w 6 J U: 00• U) = J H wo g ¢ = a F . _. z � I- 0 Z I— w U 0� • • o1.- w L0 w z U =. • z Informational Comments r t'"`Sc i 1. Applicant shall provide a copy of all private ingress /egress & utility easements and private drainage easements, prior to Miscellaneous and /or Building Permit approve by the City. Short Plat Site Development Plan 1. Provide note on short plat site development plan, to comply with Geotechnical Engineering Report, by Cornerstone Geotechnical, Inc., dated April 26, 2002 and subsequent geotechnical reports. 2. Provide note on short plat site development plan, that individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. 3. A peer review of the geo- technical report is required per City Of Tukwila codes 18.45.080.E and 21.04.140.A. Applicant may be required to pay for peer review of geo - technical reports and studies. 4. Site distance study shall be required along Macadam Rd. South. 5. Proposed fire hydrant at West end of Tract `A' may not meet distance requirements for lot 3 house. May need to locate fire hydrant further East or sprinkler house on lot 3. 6. Storm drainage dispersal trench on lot 3 should be moved out of the BSBL. 7. All utilities are required to be underground, per City ordinance. 8. Sanitary Sewer force main on lot 4 shall not connect directly to City owned manhole. Provide additional manhole and gravity flow to existing manhole. 9. Provide information regarding private sanitary sewer pump station. 10. Verify that all private access grades, including driveways, do not exceed 15 %. Miscellaneous Permit 1. The applicant shall apply for Miscellaneous and Building permit approval. 2. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. 3. An infrastructure design and construction standard manual, is available at the Public Works Department. 4. Water and Sanitary sewer assessments may apply. 5. Apply for Demolition Permit if existing structures are to be removed. Demolition shall be complete prior to approval by City for any Building permits on affected lots. ■- 4>:.::,�•a f,; .. _.3 !".. ! ✓.vv:L.4'+ifile�LU H'0.44 i3i�. . f.:L.:a ..�..L•Ji'A:.L�.+iFw4. ;•':.ii t �L.i .... ✓+...�e ..::....c: •:+; '(:k..:u' i::M. �«L::.ie.r.0 :,..,',x .lw.,...»,.�.t:u •z • = z • rc � V = C..) 0: U) to WI • _! 10 IL O' LL Q. — d = W H z 1- O, •Z U13 W W lL 1=' O. LLl UQ 0 . Z November 20, 2002 Dear Mr. Jones: City of Tukwila Department of Community Development Steve Lancaster, Director Re: Notice of complete application for Short Plat application. File numbers L02 -051. The Department of Community Development received your application to short plat one lot into four lots. Based on the review of your submittal relative to those requirements as set out in the Complete Application Checklist for Short Plat, your application is deemed complete. Your application has been routed to the Public Works and the Fire Department. Additionally, we have started code - related review and have following comments that need to be addressed: 1. Include the word `LOT' along the lot numbers on the survey drawing. 2. The new lot lines must be called out on the plat map. 3. Existing and proposed legal descriptions must be included. 4. Clearing of trees in any sensitive area buffer (stream, wetland or steep slope) is subject to tree regulations of TMC Chapter 18.54. It is not clear why two trees are proposed to be removed along the stream. Please clarify. Also refer to TMC 18.54 for criteria to be used to authorize removal of significant trees. Specifically refer to the replacement tree ratios and sizes for replacement trees. A tree permit must be obtained for removal and replacement of significant trees. A landscape plan prepared by a Washington State licensed landscape architect must be included with the tree permit. 5. Provide estimates of grade and fill for this short plat. If cumulative grade and fill quantities exceed 500 cu. yards a SEPA application must be filed. 6. Access driveway for lot 4 is shown connecting with the existing paved portion of S 149 Street. It appears that there may be some conflict with the existing driveway and fence of the adjacent house. Please clarify. 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor 7. The stream report item number 3.4 states there are no wetlands adjacent to the on -site stream. However it is not clear that the wetland reconnaissance was done for the entire subject site or just the lot 3 and 4 of Stella A Tyler's l addition. 8. Please note that the setback for lot 3 along north property line is 10 feet since it is the rear setback. I will forward comments from the Public Works and the Fire Department after they complete their review. If you have any questions, you can reach me at 206 - 431 -3685. I will be out of the office for four weeks starting November 22, 2002. If you have any questions in my absence you can contact Nora Gierloff, Planning Supervisor at 206 - 433 -7141. Sincerely, Minnie Dhaliwal Senior Planner 2 RECEIVED NOV 0 i 2002 COMMUNITY DEVELOPMEN J. S. Jones arnd .ssocia,ies, Ilnc. Lower Junction Lot 4 Stream Study Development Permit Application No.: D01 -394 Dated: August 30, 2002 Prepared for: Don Tryon 14420 S.E. 84"` St. Newcastle, Washington 98059 425 -255 -6518 Prepared by: Jeffery S. Jones, Certified Professional Wetland Scientist 3408 52nd Place, N.E. TACOMA,WASHINGTON 98422 253- 942 -7131 / FAX 253 -942 -7132 :l riAL�c::.. ��EC .+�+6rN.�:«rGCF::t:'mZ's.'.;«Y3 R•ka:a>z;xtSSr.�:� .,! Si1Gr ;ddL.Clii:^.,:a;wi.lura.fi'r}3 l-z a W W � - U O 0 . W I • J H• LL W O. u Q cs W . z � z° D o - W 1 - • LL a Z ; N . I. O Z Table of Contents Attachments City of Tukwila — Stream Map City of Tukwila - Topographic Map City of Tukwila - Storm Drainage System Stream Rating Worksheet Stream Photos Stream Survey Map J. S. Jones and Associates, Inc. 1.0 Purpose 1 2.0 Methodology 1 3.0 General Site Survey 2 3.1 Natural Drainage System Configuration and Stream Classification 2 3.2 Riparian Zone Land Uses 2 3.3 Riparian Vegetation (Species Composition, Structure & Density) 2 -3 3.4 Description of Adjacent Wetlands 3 3.5 Animal Habitat and Utilization 3 3.6 Riparian Soils, Channel Morphology, and Bank Stability 3 3.7 Substrate Composition 3 3.8 Large Woody Debris, Pool Quality 3 3.9 Benthos (Invertebrates) 3 3.10 Fish Habitat and Utilization 3 3.11 Water Quality 4 4.0 Conclusion 4 5.0 References 4 z • re w 6 0 CO 0 . CO w wi w 0 g Q . CO = ci Z F-. l— 0` Z �— uj 0 !0 N: 0 W U • 0 w z 0~ . z 1.0 Purpose The purpose of this stream study is to provide technical information and classify the stream. The subject stream is an unnamed tributary of Gilliam Creek and the Green River. Fieldwork was performed by Jeffery S. Jones, Certified Professional Wetland Scientist, and Lance Erickson, Environmental Designer. 2.0 Methodology The King County General Site Survey study requirements were used. The General Site Survey requirements are as follows: 1. Natural drainage system configuration and stream classification 2. Riparian zone land uses 3. Riparian vegetation 4. Description of adjacent wetlands 5. Animal habitat and utilization 6. Riparian soils, channel morphology and bank stability 7. Substrate composition 8. Large wood debris and pool quality 9. Benthos 10. Fish habitat and utilization 11. Photographs at 25 -foot intervals Spawning areas were not identified, because the stream is not accessible to fish. In addition, the on -site channel was profiled and three representative channel cross - sections were surveyed. 1 J. S. Jones and Associates, Inc. .. r�uYw" Ctil': Ylq' �d. GutLEi»; �: i'. 'dF- .YtLuT'w�iYh+ivViiF:i`Y.iU) '++Via`Ctai�SW��!�'+ M� I 6_ JU 00 N o cn w. J u. u O II O W W I O ..z w '- 0 . z L 3.0 General Site Survey 3.1 Natural Drainage System Configuration and Stream Classification The stream is located along the property line between lots 3 and 4, of Stella A. Tyler's, pt Addition No. 2. The stream originates at the south side of the Southcenter Baptist Church parking lot, approximately 300 feet north of S. 150' St. An 18 -inch diameter polyethylene pipeline is the source of the stream. The stream ends at a 12" concrete pipe with an aluminum trash rack, on the north side of S. 150 St. Subsurface flow and a portion of the impervious surface runoff, from the Southcenter Baptist Church property, are the sources of water for the stream. At S. 150t St., the stream is directed into the city and DOT storm drainage system, which carries the flow to Gilliam Creek. Gilliam Creek is a tributary of the Green River. At least 1,000 feet of Gilliam Creek is culverted by DOT along I -405. A huge 108 -inch diameter flap gate, with a concrete apron, is at the outflow of Gilliam Creek to the Green River. The stream is configured as an artificial water conveyance, i.e. ditch. The stream channel width is 3 -8 feet wide. The hydraulic gradient is 1.03% to 4.31%. The contributing stream basin acreage is small, only about 12.5 acres. There is no potential for fish access to the subject stream. Manholes and structures in the storm drainage system block fish passage. The length of pipeline from Gilliam Creek to S. 150`'' St. is at least one half mile long, with a significant drop in elevation. The stream flow is intermittent. Flows are limited to winter and spring months and periods of peak precipitation. The channel has adequate capacity and appears to be stable. The riparian corridor is dominated by an understory of Himalayan blackberry and grasses. The City of Tukwila, Watercourse Rating Data Sheets did not inventory or rate this stream, probably because of its unnatural configuration, short distance and connection to storm drainage (Jones & Stokes, 1990). The WRIA 9 Lower Duwamish River mapping does not show any steam in this location (Williams, 1975). Using the city watercourse rating form, the stream scores an eight. The rating form did not consider the artificial nature of this channel, the frequency and duration of flow, the ties to storm drainage, or the presence of invasive plant species. The subject stream is rated a Type 3 Watercourse, according to the City of Tukwila, Water Resource Rating and Buffer Recommendations (Jones & Stokes, 1990, p.25). The required buffer width for a Type 3 Watercourse is 15 feet City of Tukwila, Title 18, Zoning, Section 18.45.040.C. 3.2 Riparian Zone Land Uses The current on -site riparian land use is undeveloped vacant lot. There may have previously been a structure on lot 4. Lot 3 is currently used as residential. The surrounding area is primarily properties in urban residential use. 3.3 Riparian Vegetation (Species Composition, Structure & Density) The riparian plant community is dominated by unidentified grasses, black cottonwood (Populus trichocarpa b.), willow (Salix sp.), crab apple (Malusfusca), salmonberry (Rubus spectabilis), vine maple (Ater circinatum), red -osier dogwood (Cornus nuttalli), lady fern (Athyrium filix femina), stinging nettles (Urtica lyallii), and Himalayan 2 J. S. Jones and Associates, Inc. • blackberry (Rubus procerus). Vegetative overhangs vary from 0 to 3 feet. Vegetative overhang includes vegetation within 12 inches vertically of the water surface. Over 70% of the streambank surfaces are protected by plant materials, boulders, wood or rubble. Canopy closure is 50 -80 %. 3.4 Description of Adjacent Wetlands There are no wetlands adjacent to the on -site stream. Inventoried Wetland #7, Macadam Road, is located north of the Southcenter Baptist Church property. 3.5 Animal Habitat and Utilization Wildlife use is limited to Passiformes and species tolerant of urban environments. Wildlife observations were not performed. 3.6 Riparian Soils, Channel Morphology, and Bank Stability Riparian soils are gravelly sandy loam fill material. Consequently, a soil series is not distinguishable. The channel has a slight meander, partly due to growth of willows and cottonwoods along the banks and due to its construction. The stream channel is stable. Banks and substrate are compacted. Grasses provide groundcover and erosion control. Some of the stream was clearly excavated, while other areas have a less defined channel. 3.7 Substrate Composition The ditch substrate is a compacted gravelly sandy loam and sandy loam. 3 i J. S. Jones and Associates, Inc. 3.8 Large Woody Debris Pool Quality A few large woody debris are embedded along the channel and bridging. A map of stream flow types, flow depths, debris and habitat was not prepared because there was no water in the stream at the time of this study. 3.9 Benthos (Invertebrates) There was no water present at the time of the study. Consequently, invertebrates were not sampled. 3.10 Fish Habitat and Utilization The unnamed stream is non - salmonid bearing. The storm drainage system south of S. 150`'' St. to Gilliam Creek is impassable to fish. Gilliam Creek may provide or have the . potential to provide fish habitat. The flap gate at the outfall of Gilliam Creek may be passable to juvenile salmonids in certain flow conditions. The conditions for fish passage are that Gilliam Creek is flowing, the level of the Green River is sufficiently high, and the flap gate is open. The Green River has Chinook, Coho, and Sockeye runs. 5•.14.«. 0 1 *' a C.. _ «,:,:. ....• .140. c� 2443p r.iiii ; U rsti z z re w JU 00 0 J • LL wO g Q = • a w z � ° z w 2 o U O - D I- = U ▪ o w z O E- . z 3.11 Water Quality Water quality and sediments are probably contaminated with PCB's, hydrocarbons, metals and automobile brake dust. Downstream water quality may affect fish and other animal species. Other pollutants may be present. 4.0 Conclusion The subject stream is rated a Type 3 Watercourse. Streams in Washington State include any defined surface channel that connects to a stream. The stream on the property is clearly the result of filling and ditching to control water. The 'stream discharges into the storm drainage system, which conveys flows to Gilliam Creek. The storm drainage system, above Gilliam Creek, is impassable to fish. 5.0 References Jones & Stokes, 1990. City of Tukwila, Water Resource Rating and Buffer Recommendations, May, 1990, p. 25. Jones & Stokes, .1990. City of Tukwila, Watercourse Rating Data Sheets. October 29, 1990. Williams, Walter R., Laramie, Richard M., Ames, James J. 1975. A Catalog of Washington Streams and Salmon Utilization, Vol. 1, Puget Sound Region. 4 J. S. Jones and Associates, Inc. : 3:; r a" aS:: i�3i � �i %v3:7` ; ?% Fez: �i# . �u.'': cltii:. i�l'. lF. aiS`;. isI+ ti? 4.,` 1..:..': i;': kjp: Xaies�'„'„„" a'?. Y.. �iuttneae: ru "31i;.�F.':iL'v.�.t,:tJ ?p.�a,�, NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARIHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. _ _ _ S a ^d L6 S anti bb S a ^d S any Eb S a^d b F... �sary >JDd Janopuv 1- )IJD I(D*)jJDd Ja ..ua tp.no5 an 617 S any N S ay BE S Ib S any 9b © S ^d LE • "' S any Ib NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. k5,99 191E0 BR GA 00 ;City of Tukwila Storm Drainage System 41) r .4 lb ZO • . • e 4") 4:1 .......■••••■••■••• 14 4 t, UI Is 19 . 4:4 • • 7 Li f 17 (2049-2087) H RESERVOIR f4V3 . 21 .• LO(IrLt. 57) • .• r.5 .1' I ..4 A A A r *V 4' ... .--. r , -L 1SOUTHCENTER .............., ..-) 3. ,..... I ..n 0 -il ill ...-. .44 '4(1Q k ` .4 t.it l e,,, -•e LL 1 1 .• • E S • . .. '08 • 66 UNITS . ' : k .4 .: 7, 7 7 7 • 177•••■•-••r"1.1. 4 • . • • 11.112116 • 7-4-il8 2" SD <\\\ (1021) 3 NIA, • N.,.! ...:; 7. \ .1 • L.. :. !.t :z? i; i • 1._ ,-, ., .. 1 . - , - i L . ....-. ..... s 1 • . 4 ';',--• . - • h :4: i V) i :';:i .i.r 4 - / JA . L4.9.10 •23 • `-'0? ---...4 • • . 2 7 ' /8/ , ---.... ". '"i•k•4".. ` • :s" - • N • , .1-, , ..:, . • ?...,,, • . • \ ,•.. (g- . c • /1/ (4 56 ) 31 „ • 1 .• Is .4 ••-. G*4 .• • 44. 1 "4e 36 HT 242.) `4.,. • . . . • ' '14 • • • • • • , •r4.4.—„... 4=44; *4"0;64. '444.44.441 )6 n ( , W. (5; ;' ".:.(;•, • t`,.PJ . e .`1 INS T REAM ELEMENTS Width of watercourse (OHWM) >5 feet Score _ 3 I to 5 feet foo (Score = 2 (S z.,, = I i Score_ Channel capacity Ample., no overbank flows Score = 3 Channel stability No scour or downcutting Slight scour or downcutting Sy S%pfchannel) (Score =I) Obvious scour or downcutting Score = -1 Score = 3 Modcrate scour or downcutting ( 25 to 504, of channel) Score = 0 Score f Fish use Sahnonids present Score =3 No fish present and liu.le_po[tential for restoration Score = Fish habitat Adequate, slight evidence Insufficient of overbartk flows overbank flows common Q core = 1 ') Scare = 0 Potential for sahnonid use Score = 2 Figure 4 WATERCOURSE RATING FORM - CITY OF TUKWILA No potential for sabnonids but other species present Score = i Score Score x 2 = t_ Spawning, rearing, and Two of three habitat overwintering types present Score =3 Score = 2 Rearing or overwintering habitat present Score = 1 Score C_: Date 2 --C Y? "' Watercourse II From C L" To .5 - y" C `= TOTAL INSTREAM SCORE NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1 THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. CORRIDOR FEATURES Corridor Quality Width of unmaintained vegetation from OHWM Left Bank Right Bank >50 feet 25 to 50 feet 5 to 25 feet Score.: 3 Score — 2 Score - I Subscore 4 Subscore 1 Yerciatjan High diversity, Open forest or shrubs Single layer multi - layered hthunclerstory with minimal diversity Score = 3 Score = 1 Subscore �- -. Subscore L For each bank, multiply the subscores of the above two elements to determine total scores Total , Total Score Score - 5 Corridor Barrier Function Dense forest or shrub 100 to 75% Score = 3 Dense forest or shrub 50 to 75% Score =2 Dense forest or shrub ,25 io 50 %. Score = 1 Score Score Surrounding land use Immediately outside of corridor (multiply percentage of area in each category) Far —lied Shrub or unmaintaind Score =3 -ore =2�i urban: residentiaUmaintained lawns Score = �) TOTAL CORRIDOR SCORE Add "A" for Enhancement Potential (Briefly describe) ADD INSTREAhi ELEMENT TO DETERMINE TOTAL REACH SCORE Active agriculture or pasture Score = 1 urban: industrial /commercial Scurc - _ Figure 4 Tukwila Watercourse Rating pg. 2 LEFT RIGHT BANK BANK Score --> c care - - Score 1 Score Score S Score S Score • Score 3 SCORE b SCORE NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0+00, Origination of Stream 0+25, Looking to the South .1 and IvAriciate.s, Inc , • .. • •, 0 +50, Looking to the South ./ .ti' Jnnc's wit/ . -1.v.w I(l ' Inc 0 +75, Looking to the South 1 +00, Looking to the South 1 +25, Looking to the South ,/ ,� , /(illy. (1 /1<1.IS,\() l,llt'S, /11C lkx4,, ysyr ., ! ..§ 11' wN4pnv ...� 1+50, Looking to the South 1- + -75, Looking to the South l •\ .Irlt and -lSVIh ttltr'�, lit,' 2 +00, Looking to the South 2 +25, Looking to the South 2 +50, Looking to the South 2 +75. Cooking to the South cm,/ ■A, 'hat's ��1, 3 +00, Culvert at End of Stream Lot 4 .1 S . /Hi E S tit 1,1 i hr h• \. hr.. Z W CC Q J U 00 U) 0 W J F- W � Z = I-- 0 ZI- w U O� 0 I-- W 2 I- tL O .Z W U F- O Z Gilliam Creek Outflow, 108 -Inch Flap Gate J. S. Jones and Associates. Inc. 4.4m.4•••••-wizknes NCB 1 ,r,; 1904 • , , . ..,...,., fur and in consideration 7. ol :he •um ci ,.. LAIL;17..7., ..r. hand paid, recei": ..4 in hereLy nchnev- ledned, dr hereby granEc convey to the Ciry ef 7 %fatlIP Washington. a municipal corporation, Grantee, its successors and a, ..n casement and right-ei-vay,•over. through. under. neross,.upon and in ott :',..::in:. de.:cribcd reni prverrty sitne.t,. in F.'n County, l!ashiugtan, ro-wic. :reratiun, inienanov andlor reptir an.:/or repIncement line er lines nn, appurtenances thc'e:o, together uith the r-t;hr. ingress and czre.: to red fram snid enscmant and right-cf-way for all :WCCSS:,17y - 4:42 related r.:.eoeto. en: nderstan.linn that the propqrty effected y... r.:urn:d canditien t ts oricinal condition upcn completion :nrecs to indemnity and save harmless the r-. artsi.ig Crtm the censtructioh ccatcaplatid :4n. 7:A7.= s- , 1 1 • 9, 7 ) )ss. Cour:4:y of EAS::XENT TC7 srwrp. •LINE e° the '" of Ler 2. 2 Seattle Land Cempany's • 1 Aare 7rnats .',N7 a vriparar.: 7.esemen: for the '-oz: 10 cf East 20 cf : 1/2, Lra 12, rc expire ens year from dalv: :elev. Crv:.41, !:07 newer 1 C. La.2ffay n: , ared - ■•*--t individuals that aNecuted the within and foregoing that they signed and sealed the name as their free the tn.”. and purposes therein nentioned. Grantor (husband) , il . • 2 e - • 4 ' . .e " --4 ••• Grantor before me personally and to me knoun to be the instrument and acknowledged and voluntary act and deed, GIVEN under my band and official seal the day and year first above wrirten. • \ p. A 4 4,s.- a a NOV 0 7 2002 COMMUNITY DEVELOPMENT • Notary Public in and ft-r the tate,,z, of ".lashingion, r::iding at 01.7 • . . .....,. • • . . ••• • , ...... •• , • • .. . ;): . • ,• ..-.. .. ,... ••••••••••..t.-? s. ..., /,...,•-.N ...;. 14.A . ''....1 • ity•••••1".•••• t•■••-ciP , "c.a.. :At( •••1)A •,,, ,•• .,!...; ......,..”. .. *..`...* !' anr wwror'...e.,.1w.woadow.a.,•MV...".wfflOawygroNe.4•••■••■1.......maIer Harry Moore THIS AGAFEMENT made this dny of hV :103 between the CITY OF 1111!A, .senicipl co:i-1,11;n n: Eln9 Washinqton hor,,Inafter .00 • ' -221 • ' " egp.r) in•yr• 0.1 Lounty, and Uditcria! sfiests his wif.c, wITHESSZTH: That the said Granter for valualile consideration does by these presents Irant unto theCrantee per:letual right- of-way or easement for utilities with the nece:,sary ar?urtenances throu0, oyer ar03 across the folltr.:1ng described property oituatvd in 1 County, Washin.;t.m, more particularly descrthe6 as follw:s: Tnis Utility Easer.,!nt i5 throuIh a portion of Tract 12, of Seattle Land Company's Five Tracts as recorded in Volume 6 of Plats, Page 90, R.ICOrk!5 ef Yinq County, WashInqt•-ch. Said portion is described as follows: The South 1/2 of said Tract 12. • Thiseasement consists of A 10 foot permanent strip des- . cribed as the Easterly 10 feet of said portion of said Tract 12. . TOGETSCh ',41111 'a in foet temporary construction easement des- cribed ns the Easterly 20 feet of said portion of said Tract 12.. ;.id t.:.merary onr,struc%ion east:merit shall rem.i.in in force. :::".f.: uritil ..::,: '.:in ‘-4 the utilitit:s and ,"..tenAnc..!r. h.lvc h.ecn a.::c.2r:t :.:-: mtintenance r operation Ly t.! City of Tuwila. . . Easement No. 2)-2-17 • • •• • ", 1 .0.•••• P• Moo.. . vP , - .,' .4. . .2.,/ :77 • 7 ; ...,. ., .. , ___,.. • . , / .... ... .._ ...-___ aro) liiii•tR 2? 1970 - ,i qtc„,,„.,,47,Figi:: G' • . . Sald heretofore ro.ntiorod (Irantoe shAll h.o..... the rieht, with.)t.t pt-ior institut.on of are: ”uit or proeeodtwt a. lo%J, at sech timea no nay bo no...:es..tary to entor upon d •i. .1.soribod property !'or the purpotiv o!' rue. ln.-1, repairing, 0 11, I 1th ol reconst vuntt he tftilities or makinq any eohn,..i-ttons 01 1. without incurring mt.? legal oblt.pitoh is • liA-siiiry • th,r4,!,,r. 1,:....i•b..1 that such o.:,,:t- in.;, repatrtha, altorinn or r.-oonstr:t.:1‘4..1...r •t.:.•11 etilltes nhA;1 -- tw accorv;:t.001e.1 ln sut:h • nonnet th.•. II... t,,... ,, :, lawn nhvulA..r.i. -- drive3 and walways and land .::nhteurt. eAtiiiii...1 in °the r...;:ht-ef r4 shall hot be di.aturl,od Jr .10..•.rnyed, or th thy. event that they AV, c 4., dt:Iturbe..! or destroye, they will he roplacol ln ...4n ar. they were inmediatoly to:.o the pt. was entcre(l unnr ..,- • ,..., The Grantor shall rot:%::. the riOt nsc the surface cf said ease- ' . . • . - • mont, so leng As ',ilia is doe:: not.intorfore with the installatitel anl mainvnanco of the utilicles .4nd so lon as no bUildings or srtr.“.1r...:. are ere=ted• on said easement. ' This casement shall h.: a co%,:nant 1 hhning with the 1a a.: shall be binding en the --CCe.ssori, heirs 31.4 •gns of both pt rtics heretr. arpt _ .....— STATE CF WASIIINV7(:: 1 ) SS COUVTY OF F.-...::G* ) I, the undersi.lned, a•nstary puhlin in and for the State nf Wash- ington, hereby certify .that on,this___„:2,12_:=2:21,tt:27,19:70, perscoally apreare! bet7re no ______ • and ... , ---, );„4„.....r.....2....Z....t—..: —_,...• ...... ...... and • to -Z7-C.17:1 ‘,;;..hown to be tne Inalvls.uSI an.. desFFIrja-nthe.t.iteqoinc, instrurent,':.nd ackn757:=7--- led9ed that ...1.i..P,C.,_ _ _ _ sto an ne.1 d sealed the same fro., •nil vo.untary act t.' fe: tho uses and purposes therein nentioncd. 4,4 ...7t7.•A_A-4-4••• — • le " .:otary •and.tob: t5C -tate c: washIn.jtont • rcsidins at •"-• • • '- :( 2. 0,1*.:011•••■•■*•■•■• • • ■■•••••••■■■■••■■•■■•■■•••■•+ / I A iAR 7 1970 • S EATTLE CO'S. 51VE-:. ACRE TRACTS — r .1 - • I T Y:L Rz.-) 3 4. 5 /SO °A / 0 • Tax Lot Number c asement ?1,;mber Permanont Easement Ternoorl.ry Ease:nen'? • 3 17..r-' 7 7 r71\ ST A . I "` •■■■■•■•■••■••■•••••••■■■••■■•■■■•••■••••■••••■•••••■••■••■ ••■••=.1 II • tt eTh NI • --• • /0. • 1 VEW • It I m r 9 S j?yIM I 5 I ..[-\ D. I— • I • - 1 — a I /49 sr • BRODKVALE GARDEN TRACTS SECTION 23-23 7 /5 D D. ! 57 1 4 7 • CITY OF TUKWILA WATER SYSTEM EASEMENTS HILL INDIAN CHASE & CO. 1 CONSULTING ENGINEERS SET, WN ,,, I. V. • Ft MO 4406 ; DRAWN flY voi_ c.icK Y • • scAtt /40.: . ; A I z < • I I— I-- cc 6 0 - 0 U)C • 1.1J W I — J W 0 2 g • < co I a w z I- 0 Z W :3 C) () V) 0 — CI F- LU uu 0 -- UL 2E P- :: 0 1— z t 1111T2111.12155623•31131 TOTAL VIS7MO IMO= AMA 10 MI RORMR MOOS •. 3LCR Y. • MAMMY I• 21110 IF. TOTAL - VIII U. SOIAI /WORD MQVMt Al'M 01ITIMYS CHI W. TOW MY WIRI0M WIMP 14117 11 - 411E S!. - tr. • coo V. 7HOI0LlR 1110 Miff IP canal mg M EMMEN SEOU01010111. NOR. I LL IRON ALT 011 1K /CM ONE 11000 tr. C� NORM 1104 MI04N MAY 1E LPN • .MOH EC IC 1nr,V- swop. 1 N I.CI APPROX. LOCATION CF EX. 5S9- RI BE UiD FOR LOT 2 Ex EMIR KIM 1O BE DIED FOR LOT 1 PROPOSED F.H. (SEE NOTE CO I P1K PCSED W.M: FOR LOT 3 0.00':1: C • • 1311 1. C. 121: EC DRIVEIVLY EN1RAN 1'0 BE REIMBrotaT ` FOI LOT 3 I I I. ; r R, � I..l 1 r W I /-t4 mitt HIGH aH 4CaRY l a0 1 I } � L -i. i E- 142.003: I' , 11 :6612+, I 8.:54 4 43 n.PNa) AO 'MOTH 1.47 PC -C E�9 TMT PC1001 Cr THE ::OUTN HAT Or LCT 12 MATTB EAFD COIIPINYS S ADZE TF, :418. LCCOROIIO •0 ERE FLAT E ;1 F RI COMiD N 00, 6 Or MATS, :ACE 14 i <I'10 :CLNTT. LT111 USTERLT Cr MACA0153 4 01710 (F0UR0 STATE RO.D). JUNCTION WEST PREUMN' ARY SITE PLAN A PORTION OP SW 1/4, NW 1/4, SEC. 23- T23N -R4E, WM, CITY OF TUKWILLA, KING COUNTY, WASHINGTON -•I E-1w -- r - - 1 1 ,-,e . 1 40 '10940 I I r FFE 14300'1 I 1:-1 ?r.... •TL1 I ATER TIOH OE • ° -. `si T "- ` --- S t" 2 +' , 1 316 ,8N••u4., i‘VE. Va �Ml�� G�Ri�iy Pi 11 / 4YNC.411OHlROCIarr � - (1lEE 1I 1 1 \ / - F IX1 LOTS aERVICE :: 3 11 \\\ 11 ' 1 1 ( 1 l • \ \ 43 / s b 1 \ I 3 p4 1 IP.1CT • A: MI ADM'S 1. LTILTf TR LCr. SHALL fE OITVED AYD 4 DY 111E 4661013 OI Lon 1 AND 3 Cr TIM 511037 PL OOT AT NO 00 FLIT 111: • :661]1 Or LOT 1 Cr E PEAT CF STELLA A. nu I FIRST 1001011 TO 51803166:. VOL 15/6 1 N LIEU .7 INC 0(C1013. • CI%.STPLK1105 EASC4EHT ALE DE 1401)1ED TO SPADE •1H111 LIT 1 5 T.E FLIT Or 51111■ A. 11133 FIGS" AC1) 1011 TI 51001110 NTT.. 5/6. • 1438[51 101H AN NAT P01101013 K 701043/0 • 0.151110 000 •1CAII FAST 901E Tf loCADAII ROA) 421 K RET44F0 AT :3434000003 0:3010ON. • 11 UEII Or THE •11£ 1411 0 .15T. 1 -E RUMMER MAY MLTult A 50 5•51131 MR LOT 4. a - LSLQILR�O: �Enr .L 112 N'00' D9Op EI 1 3 35.00' ...4 / / ,' /�r' ' /,, _ '� / 13tOPCBE0 AP / , ' /T / - hB.GD \ ' I I I •7.,��G 1 I I 1 / a JIY.MINSPERSAL 38,962 sq.ft.t I I I I // i i TI AVE.. WIDTH .. 235.3 }'t I I I h o-•s 1 !till I : FFE■ 1)p ppt rl u11 ` \ • ORINDE]i PIMP t k ; I ' P141 24 :EmSEn) lID ."1/' � '157107 * I 1 , � 7 .1 1 I 1 L I FROM B 1 1 El I. om `; , v. ...). .,1. :,r�, aA 1 A.N 170017 (TfP FL)Q'N PATH 1 } I l I . y I l I I I - - - -�`- -� I 11 ( " - 1 ` I } 1�A5' I 1 1 (�:> 4 , , .( 1.15 • c ' !! I �I ``� r_- n�1•i ►M QKTyp • TE RL)Nb / I � 1 \ \ I . 4 f � ` j11 LEcrle 1 1 1 1 1 1 I 0131701,110 DEfeAgc 1.1 (r)P.); I ) I / I 1 17.111 5q.ft. G 1- -'r-"1 � r -- •' f " =' / I / ' vE. 1510TH •• 10...85'± 1 (' / T FLOW PATH I • i /� / I �.. �• BAL 1111111711 / Y/ E / at MOOD) / /� ,L' � oomu ml 4343 ! ! / / ▪ / C S �. I6 v � I!' I CT4 LL1A A. T YLER g \ I :S. cL I IP R04 PIPE D E%. SIRE NYURAN' Y E%. WATER :ATE VALVE EX WATER YE10 o E %. U1UTT POLE F E%. 3113111 POLE 5150510 O (Y. CAT:H 8A7N Ig1 013. 511053 46611117E must,' [ - II . n !1 VII. '� � I it ( 1-al• colld.oala II la C : O C C m 000 EP, 3151180% E%. 181 1140110 RISER Cl. SAN TART MAN HOLE Dr. SAN TART CLEO11 OUT ET. CAS VALVE E5. 510 ET ACM/ FENCE Et STREET UCNT EL. CABLE 7V 800 E5. POCs :EAT \ RED= a THC PuT 07 THE &N OTION WL.. 150 /16 -60 3NIESSE_EII.�'.igt 91E 110 Nuurto O]1181 T I M CF S. 150TH ST. PEP. THE PLAT :r TOE 2 VOL•'90/66 -66 o 3.87 EARP0 N61 5 NOV 0 2002 COMMUNITY DEVELOPMENT TO DALEY-IACMOW-POEiE1E, NC. 720 AU6uPN MAY 5520TH 0055 (253 c ' o (ru0 -22n6 AM OF SNIRAO0 5E 1145102 U•:AIID HEM IRE SW COL LOT 12 M PLAT 5" INC .1.1•11711316 11-134;10 ESAMIES UICS - 9USA-'YRNCI LAND fUMZNI2 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Tffi'AAL.DATIM 111E ELEV OF 11.17 TOP OF :1;08 On TN' 404TH SCE Or 5 150n 111E PUT 'J1. INC J1JRC001 Si T 111£ MITE* LNE Ir ME 7.0 0.21111:1. IS 111E 550051 PEA IE PLAT POON JU BV' QUINT DCW11ST■E42 OB5TRJCION 400 1s 11.E BASIS FOR THE 1125E Roos OLVA OEVAla71 - 121.5 :SOUTH 149th STREET 1.11.. T PROF'OSED F.H. (SEE NOTE 3) AA65.. 10 :2TC4 lr hI GRAPHIC SCALE I IR la: .- = 17.110 0 JD . M . PRSXX 1.iMAID21 LAAK1C DEVB- CX'LEHT NG .0. lOS 114 001051, 114, 05057 P•CIE VS (1:51220 -2570 '-5 K.DS'R .• r - : c ' -••YID - Ii At 02 8110REPLAT JUNCTION `NEST Mt ISM iDROPoSED MA (TIP. .13TI5 _PL1 .•. 1 01::1 I _ BE FROM HOLD THE AND FTNAIICE OIRCIOR smite NC APPROVED BY DE SHORT SLE0819C01 CCIALOTEE AND Zo T ED CER1F F FU40 TNIS — DAY OF CHAP, 910117 SURMIS /I CONOTTFE 4' Q E - 138132 t( CB -T1P� ) P SOUD RN 132.50 E -129. E � 129 S E -130. CEI-TIE 1 TRY - 132.12 IE - 130.62(E) SSW RIM 131. E - 123.90(1 -S) END NEC 2' BRAS - 2 \ 8,754 - . AY L (m et •9 .11. a r • / � • � i 17 Et 1 ��A2 c -24' __ / / / 1 1 1 l t � 7 .. A / / / // /1 \ I l l r I/ i �I ObD'E 4 1 1 1 1 1 1 . 39 39,192 e ! 1 1 1 �s \ 1 1 1 1\ \ ``\ \ \ � TTpCA000S \' \ 1 \ \ \ \ \ ' 1 I „ I j I II I II IOU •� 1 1 1 �.�!k • : C CB -TYPE I R11 36. E - 132.60(1) IE 132 S 0. B6818 OF FIEAF� M THE FIAT OF THE .AAICTIOH VOL 190/66 -60 1 \ .. DE MOHNEI=ED CENTER LIE OF S. 150TH ST. PER THE RAT CF THE JUNCTION VOL. 190 /66-60 BEARING N3T4523'W MUM-MN THE PLAT Of THE JUNCTION PER AS- BUILT5 FRONDED BY CLIENT PRY OF SANITARY SEWER YM IDX LOCATED NEAR THE SW COI LOT 12 THE PLAT OF THE JUICIER EL -16.90 SURVEYOR'S CERTIFICATE THIS SNORT PLO SUFFIEY MACE 111E BY IC CR UNDER LIT DIRECT 9JPQ ALSION CONFORIPNCE ROU EIETS OF TIE AT4ROPEAME STATE MD COUNTY STATURES N MAR A. 2032, AT THE RECUEST OF \ ASSF390R A� ASSESSOR T No. 766160-0210 ECOLOGY ACCESS & U _11 TI S NOTE i RM- 152.28 E E . 1 1� - 42.1 TX S TELAA A. 4 1. TRACT • A • , AN ACCESS k UTILITY TRACT, SHALL BE OM ED NO YANTNRFD BY DE OWNERS CF LOTS 1 AIO 3 OF THIS SHORT PLAT AND THE O ER CF LOT 1 CF DE RAT OF STEILA A TItER'S FIRST =mom TO STOR VOL ts/2. c•• f „ , • THAT Kamm OF DE SOUTH HALF OF 12. SEARLE LAND COMPACT'S 5 ACRE TRACTS A XRCINO 10 TIE 60 PLATS. PAGE 90, IN ..ATE ROAD). COMM N0 COM LYNO EASTERLY OF MACADAM ROAD IIMEB.M2DX/Allgti TIE BASS OF TYE BASE OW ELEVATION TS THE TTP OF CURB THE CENTER UNE OF TE O MT— MANAGE 12.940. INTERSECTS 5. 150TH APPROXIMATELY 200' SOUTH OF THE 911E ELEVATION -141.5 1 NOV 0 7 7{ DALEY-MORROW-POBLETE, INC. 728 AUBURN WAY NORTH AUBURN. WASHINGTON 08002 PHONE: (253)333 -2200 FAX: (253)333 -2206 LAID DEVEL r F"• 1 40 SCALD 1 bob - 40 8 0 2P 40 00 13N U4 1 /4 61901X01 2/11, TOWIEHP 20 NaITtit NAME 4 EAST, WY II AV DI10� /// \ I1.-"m"i LEGEND SURVEYNO 1 ))111 P X 4 E U a RON PPE EX. ME HYDRANT EX WATER CATE VALVE EX WATER METER EX BOUND EX UTILITY POLE EX UTILITY POLE ANDEOR EX CATCH BASH EX. STOW MANHOLE 6/11/02 DATE 4 Eio Q sg 4J \ ' NO 2.25' CUSS N 2' P 'LS 10000/1061' 164E 1.4' p1 , JN 1e v O °° OP PAO 1/2' REBATE CAP "MT 9470' D I= DC. MAILBOX a EX TED:PHOE RISER 0 EX SANITARY WN HOLE o DC. SAMTARY CLEAN OUT D EX GAS VALVE a EX 9001 —•— EX D000 FENCE STRLET LIGHT �m DC EX cram W sox .a.... EX ROCKERY REVISED TOP OF STREAM AND BUFFER DESCRIPTION REV. No. PDXi11004 OF+ 0W V4, NW Y4 ammo/ 20, TOME! 20 NO ATR RANC6 4 EAST, WM a.■ LAKEFIDCE DEVELOPS NC. P.O. BOX 146, RENTON. WA., 98057 PHONE No. (425)226 -9570 Mar JUNCTION WEST 833RT PLAT NS. PflcPOB® LAYOUT ( APPROVED iNG COUNTY, WASi- INGTON AT PLAT No. EOPLE BY THESE PWI1S THAT VC THE ED MI MINERS N THE LAD HEREBY SHORT SUMMED, HEREBY TO BE DE CRAW REPRESENTATION OF TIE SHORT 91110669011 .Y, MO DO HEREBY DEDICATE TO TEE USE OF DE PUBLIC L STREETS MO AVQAES NOT SEWN AS PIOVAIE EBR£OH AM IE USE THEREOF KR AU. PUBLIC PURPOSES NOT IS 11W FOR PUNK HIGHWAY PURPOSES. AND ALSO THE NO: ALL IECES5A C POPES FOR OUTS AND FR15 UPON THE LOTS DIN N THE ORIGINAL REASONABLE: (RACING CF SAD !nou CA. AND RATHER DEDICATE TO THE USE OF 'ME PUBLIC ALL THE NO TRACTS MOM CO THIS SHORT PLAT KR AU. PUBLIC AS PLACATED 11EEON, INCLUCRIO BUT NOT LILTED TO PAWS. F. MIMES NO ORANACE UNLESS SEW EASEIENIS CR TRACTS WALLY 100118ED ON 196 SHORT PLAT AS BONG DEDICATED CR TO A PERSON CR ENTITY OTHER THAN DE PUBLIC. TRACE X 4014 CASE £,BY DEDICATE SODA STREETS. EA-MAWS. OR I ENTITY DENTFWD AND FOR 711E PURPOSE STATED. DE UNDERSIGNED OTHERS CF THE LAND HEREBY MORT MEOWED 1)QA90VES, THEN HENS AND ASSIGNS MO MY PERSON OR SUNG lULE FROM PEE tRCERD0FD. ANY AND ALL cum MR ACANSF THE QTY CF TJKYEA 115 S10CFSSOHS NO ASSIGNS f BE OCCASIDED BY TIE ESTA LISHFNT. AND/CR CON .SNORT ICE CF ROADS AND/CR DRAMMHE S13795 I N OTNER THAN CLAUS RESULTING FROM INADEQUATE MAN1UMAI E F TUKMA THE UXQRSGED OWNERS CF THE LARD HEREBY SHORT MEOWED R THELISEV S. TH OR HERS ARAM A59OS TO I1X)OB FY AND HOD LIMA ITS SUCCES9XIS AIO ASSOC. HARMLESS FROM MY MACE. AHY COSTS CF OFFENSE. CLAMED BY POISONS MT1N CR WITHOUT AT SJBON90N 1O HAVE BEAN CAUSED BY A.TTRADENS OF DE SURFACE VEOETAIION. DIWUOE OR SURFACE OR 9413- SURFACE MS WIN THIS BERT S EOVISEN CR BY ESTABUDIENT, CRON OR MANTENANOE OF TIE ROADS 91EN THIS MORT COL AS RELEASING COY TUK RA SUOES� OAR NOT FOR DAMAGES, INf3.LDN0 THE COST OF DEFENSE, RESLILTINO R N PART FROM THE HETJCXNCE OF QTY OF TUCMA TES CRS, CR ASSIGNS. 6114901, OFDICADON. WAVER CF CLANS NO AOREDENT TO S IS MACE WTH THE FREE COISDIT AND IN AOX DANCE WIN OF SAD OMEOS. 3S THEREOF 1 SET OUR HANDS AND SEALS. OF WATNOICN S. ATU ) ED E OF AR APPONIMENT DM I1FD NNE OF MY PUBLIC BY: T1111.0 0 YOF ) FY THAT 1 DEEM CR HAVE SATISFACTORY EVUFNCE IE PERSONS M10 APPEARED EE FORE ME AND SAD 16 AOOEONIDOED THAT DEY SCALD THIS INSTRUMENT N)OIOMIDCED IT 10 BE TITRE FREE NO VOLUNTARY OR THE USER AM PURPOSES IERIOED N INC { AUNT. U r MIRE OF PUBUC PP PPEITMENT DISP'R TD HAW CF fly PUBLIC E OF WA9NCTN NY OF _J MY THAT I MOW CR HATE SATSFACTORY EVAS �T NT. ON OATH Ito THAT -HE_ WAS AUTHORIZED TO DECUTE 111E IISIRIMFNT NO ROPEDOOD R AS DE PRATES FOR INC USES pPOS S MENTENED IN TIE NSIRUENL RECORDER'S CERRFICATE FOR RELVID 7116 _ DAY OF 20_ AT_ m OOK = OF — AT PACE AT THE IITLEEST OF PAUL E. MORROW suWEYOR`S RAE 'DQNQ E NT SPECIAL ASSESSMENTS. AC ALL SPECIAL .... AGENTS ON ANY cc THE PROPERTY THAT 6 DEDICATED AS STREETS. AUFYS OR FOR ODER PUBLIC USE AJE PAD N FALL D / SE A OED BY THE QTY OFD FIANCE DEPARTMENT EXACTED AND APPROVED 7115 ___ DAY OF fao.v..... RA- I " 1' = 40' 1 °" 01371SP NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Lot name: TRACT "A" North: 10195.5682 East: 19662.7806 Line Course: N 88 -30 -04 W Length: 122.06 North: 10198.7610 East: 19540.7624 Line Course: S 01 -47 -03 E Length: 19.00 North: 10179.7702 East: 19541.3540 Curve Length: 7.05 Radius: 329.27 Delta: 1 -13 -36 Tangent: 3.52 Chord: 7.05 Course: S 02 -23 -51 E Course In: N 88 -12 -57 E Course Out: S 86 -59 -21 W RP North: 10190.0219 East: 19870.4643 End North: 10172.7270 East: 19541.6488 Line Course: S 88 -30 -04 E Length: 120.49 North: 10169.5753 East: 19662.0976 Line Course: N 01 -29 -56 E Length: 26.00 North: 10195.5664 East: 19662.7777 Perimeter: 294.60 Area: 3,154 sq.ft. 0.07 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0034 Course: S 58 -41 -54 W Error North: - 0.00178 East: - 0.00292 Precision 1: 86,153.22 Lot name: ROW North: 10337.2990 East: 19536.4445 Line Course: N 88 -29 -53 W Length: 34.71 North: 10338.2088 East: 19501.7464 Line Course: S 03 -37 -22 E Length: 165.04 North: 10173.4986 East: 19512.1748 Line Course: S 88 -30 -04 E Length: 29.49 North: 10172.7272 East: 19541.6548 Curve Length: 7.05 Radius: 329.27 Delta: 1 -13 -36 Tangent: 3.52 Chord: 7.05 Course: N 02 -23 -51 W Course In: N 86 -59 -21 E Course Out: S 88 -12 -57 W RP North: 10190.0220 East: 19870.4702 End North: 10179.7704 East: 19541.3599 Line Course: N 01 -47 -03 W Length: 155.90 North: 10335.5948 Curve Length: 1.70 Delta: 0 -05 -56 Chord: 1.70 Course In: S 88 -12 -57 W RP North: 10304.9157 End North: 10337.2946 East: 19536.5060 Radius: 985.37 Tangent: 0.85 Course: N 01 -50 -01 W Course Out: N 88 -07 -01 E East: 18551.6137 East: 19536.4516 Perimeter: 393.89 Area: 5,271 sq.ft. 0.12 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0083 Course: S 58 -04 -42 E Error North: - 0.00441 East: 0.00708 Precision 1: 47,210.97 Lot name: BNDRY North: 10160.6551 Line Course: N 01 -31 -44 E North: 10324.9466 Line Course: N 88 -29 -53 W North: 10337.2972 Curve Length: 1.70 Delta: 0 -05 -56 Chord: 1.70 East: 20003.0947 Length: 164.35 East: 20007.4797 Length: 471.20 East: 19536.4416 Radius: 985.37 Tangent: 0.85 Course: S 01 -50 -01 E Course In: S 88 -07 -01 W Course Out: N 88 -12 -57 E RP North: 10304.9183 East: 18551.6037 End North: 10335.5973 East: 19536.4960 Line Course: S 01 -47 -03 E Length: 155.90 North: 10179.7729 East: 19541.3499 Curve Length: 7.05 Radius: 329.27 Delta: 1 -13 -36 Tangent: 3.52 Chord: 7.05 Course: S 02 -23 -51 E Course In: N 88 -12 -57 E Course Out: S 86 -59 -21 W RP North: 10190.0246 East: 19870.4603 End North: 10172.7298 East: 19541.6448 Line Course: S 88 -30 -04 E Length: 461.61 North: 10160.6552 East: 20003.0968 Perimeter: 1261.81 Area: 76,666 sq.ft. 1.76 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0021 Course: N 88 -09 -55 E Error North: 0.00007 East: 0.00214 Precision 1: 589,454.40 ::tl.�i:S1..��::' �i.,. wt= a• �"' d! iNalf�m: t i` i. �n ws`.- _+.'v"vc�1't:'�G:?;;v`T/.s ""F Lot name: 1 Line Line Line Line North: 10195.5682 Course: North: Course: North: Course: North: Course: North: Perimeter: 388.25 N 01 -29 -56 E 10265.5442 N 88 -30 -04 W 10268.8422 S 01 -47 -03 E 10198.7562 S 88 -30 -04 E 10195.5634 Mapcheck Closure - (Uses Error Closure: 0.0065 Error North: - 0.00480 Precision 1: 59,347.96 East: 19662. Length: 70.00 East: Length: 126.08 East: Length: 70.12 East: Length: 122.06 East: 7806 19664.6117 19538.5748 19540.7580 19662.7762 Area: 8,685 sq.ft. 0.20 acres listed courses, radii, and deltas) Course: S 42 -44 -46 W East: - 0.00444 4;.- :4'r:.E.i..4 3viZ. " . :i v!bfY.. 2:[;:Ekf:A:.t.:w;.,:?y..i :�sG "s'?.•:u�s;"i .i' . ^ca'?'ic2w�� $:4`S' %.fs ' S' F, wl: guti�tt�;.'ak�ksai.w.v;ix.Y.4'.x .. uataiY��l+ia'.W1i.iiT&d.:ia• - • •:: c: z — w, re 00 U) w III = • LL w O lL Q co w z � I- O Z w 2 o O co : o I-. 2 V: - L k: 0 W z U S O ' Z 1 Lot name: 2 North: 10265.5442 Line Course: N 88 -30 -04 W North: 10268.8422 Line Course: N 01 -47 -03 W North: 10335.5998 Curve Length: 1.70 Delta: 0 -05 -56 Chord: 1.70 Course In: S 88 -12 -57 W RP North: 10304.9208 End North: 10337.2996 Line Course: S 88 -29 -53 E North: 10333.8922 Line Course: S 01 -29 -56 W North: 10265.5456 East: 19664.6115 Length: 126.08 East: Length: 66.79 East: Radius: Tangent: Course: Course Out: East: East; Length: 130.00 East: Length: 68.37 East: 19538.5747 19536.4952 985.37 0.85 N 01 -50 -01 W N 88 -07 -01 E 18551.6029 19536.4408 19666.3961 19664.6077 Perimeter: 392.94 Area: 8,754 sq.ft. 0.20 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0040 Course: N 70 -19 -52 W Error North: 0.00136 East: - 0.00381 Precision 1: 97,141.97 Lot name: 3 North: 10167.1526 Line Course: N 10 -00 -60 W North: 10202.4580 Line Course: N 05 -00 -00 E North: 10221.6945 Line Course: N 16 -00 -00 E North: 10237.0747 Line Course: N 23 -00 -00 E North: 10263.9995 Line Course: N 39 -00 -00 E North: 10291.5726 Line Course: N 11 -00 -00 E North: 10330.4843 Line Course: N 88 -29 -53 W North: 10333.8813 Line Course: S 01 -29 -56 W North: 10169.5675 Line Course: S 88 -30 -04 E North: 10167.1429 East: 19754.7616 Length: 35.85 East: 19748.5363 Length: 19.31 East: 19750.2193 Length: 16.00 East: 19754.6295 Length: 29.25 East: 19766.0584 Length: 35.48 East: 19788.3867 Length: 39.64 East: 19795.9503 Length: 129.60 East: 19666.3948 Length: 164.37 East: 19662.0953 Length: 92.69 East: 19754.7536 Perimeter: 562.20 Area: 16,880 sq.ft. 0.39 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0126 Course: S 39 -26 -07 W Error North: - 0.00970 East: - 0.00798 Precision 1: 44,757.59 41:1 4 i:' :v ` i at w M v ar artb Y S a x ask a % " ,i 5w si' si a Y tax a t vamk. w; u' Lot name: 4 North: 10160.6551 Line Course: N 01 -31 -44 E North: 10324.9466 Line Course: N 88 -29 -53 W North: 10330.4928 Line Course: S 11 -00 -00 W North: 10291.5811 Line Course: S 39 -00 -00 W North: 10264.0080 Line Course: S 23 -00 -00 W North: 10237.0832 Line Course: S 16 -00 -00 W North: 10221.7030 Line Course: S 05 -00 -00 W North: 10202.4665 Line Course: S 10 -00 -00 E North: 10167.1611 Line Course: S 88 -30 -04 E North: 10160.6631 East: 20003.0947 Length: 164.35 East: 20007.4797 Length: 211.60 East: 19795.9524 Length: 39.64 East: 19788.3887 Length: 35.48 East: 19766.0605 Length: 29.25 East: 19754.6316 Length: 16.00 East: 19750.2214 Length: 19.31 East: 19748.5384 Length: 35.85 East: 19754.7637 Length: 248.42 East: 20003.0987 Perimeter: 799.91 Area: 39,192 sq.ft. 0.90 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0089 Course: N 26 -32 -50 E Error North: 0.00798 East: 0.00399 Precision 1: 89,685.67 1. poba 6 Cornerstone Geotechnical, Inc. April 26, 2002 Mr. Wayne Jones Lakeridge Development P.O. Box 146 Renton, WA 98057 Foundation Investigation South 150` Street Tukwila, Washington CG File No. 1291 17625 -130th Ave. NE, C102, Woodinville, WA 98072 Phone: 425-844-1977 Fax: 425-844-1987 Dear Mr. Jones: INTRODUCTION This report summarizes the results of our foundation investigation at your project site in Tukwila, Washington. The site is located just northwest of the intersection of Macadam Road and South 150` Street. The location of the site is shown on the Vicinity Map in Figure 1. For our use in preparing this report, we have been provided with a copy of a Site Plan undated and untitled. The site consists of two rectangular- shaped parcels. The northern parcel is approximately 1.8 acres in size. That parcel is to be divided into a four -lot short plat. Two of the lots will have street frontage on Macadam Road. The other two lots will access from a driveway that extends to Macadam Road. The southern parcel is roughly about the same size and has already been platted into seven lots. We understand that you have purchased the eastern five lots. All of these lots front onto South 150` Street. There exist uninhabited buildings on the northwest, southwest and southeast corners of the project site. These buildings will all be removed. There is an existing single - family home on private property on the southwest corner of the project site. This residence and all property are not included in the proposed project and were not included in this study or report. tYikiai�>�vecliadt; Site Evaluation South 150 Street Tukwila, Washington April 26, 2002 CG File No. 1291 Page 2 Geology SCOPE The purpose of this study is to explore and characterize the subsurface conditions and present foundation recommendations. Specifically, our scope of services includes the following: 1. Review of soils and geologic maps of the area. 2. Evaluate subsurface conditions through the area using a backhoe. 3. Recommend footing designs for the proposed development. 4. Prepare a letter to document our conclusions and recommendations. SITE CONDITIONS Surface Conditions The overall site topography is a gentle to moderate slope down to the west. The eastern portion of the site slopes down at approximately 16 percent grade. The central portion is generally flat lying with a drainage feature that slopes down to the south. The western portion of the site slopes gently down to Macadam Road. The southwest portion of the site has a downward gradient toward the southwestern corner. A house is located (and will remain) in the southwestern corner. Except the area around the house, the site is heavily vegetated with grass, blackberry thickets and cottonwood trees. Fir, hemlock, holly and apple trees are also abundant through the site. Most of the Puget Sound Region was affected by past intrusion of continental glaciation. The last period of glaciation, the Vashon Stade of the Fraser Glaciation, ended approximately 10,000 to 11,000 years ago. Many of the geomorphic features seen today are a result of scouring and overriding by glacial ice. During the Vashon Stade, the Puget Sound region was overridden by over 3,000 feet of ice. Soil layers overridden by the ice sheet were compacted to a much greater extent than those that were not. Part of a typical glacial sequence includes recessional outwash sand underlain by glacial till. The Preliminary Geologic Map of Seattle and Vicinity, Washington, published 1963, show the project site to be unit QT. This is the Vashon Till which is a mix of silt, sand, gravel and clay. Cornerstone Geotechnical, Inc. FM I c4 taik 1.4 I paal { Ir Site Evaluation South 150` Street Tukwila, Washington April 26, 2002 CG File No. 1291 Page 3 Some of our site explorations encountered what appeared to be glacial till. Glacial till is an unsorted mixture of sand, silt, and gravel that are deposited at the bottom of the glacier, which is commonly referred to as "hardpan ". The glacial till has been consolidated under the weight of the continental glaciers. The till exhibits both high strength and low permeability. At other locations on site, our explorations also encountered pre - Vashon silts at depth. These are interpreted to be areas where the till does not exist. In addition, we encountered thin deposits in the upper strata that we consider to be placed during and after the last glacial retreat. We encountered silty gravel, silty sand and one area of organic silt. We also found some minor amounts of fill associated with past grading on site. Explorations Subsurface conditions were explored at the site on April 11, 2002, by excavating seven test pits with a backhoe. The test pits were excavated to depths of 4.0 to 8.5 feet below the ground surface. The explorations were located in the field by a geologist from this firm who also examined the soils and geologic conditions encountered, and maintained logs of the test pits. The approximate locations of the test pits are shown on the Site Plan in Figure 2. To minimize disturbance around the private property in the southwest corner of the site, and because of the debris and vegetation around the structures in the northwest corner of the site and the heavy vegetation along the east side of the site, the explorations were generally located in the center of the site. The soils were visually classified in general accordance with the Unified Soil Classification System, a copy of which is presented as Figure 3. The logs of the test pits are presented in Figures 4 and 5. Subsurface Conditions Our explorations encountered a surficial layer of fill and/or topsoil across the site. In Test Pits 4 and 5, we found an established topsoil zone above the fill indicating that it had been in place for some time. The fill appears to be the thickest in the central portion of the site. Below the fill we encountered silty sands, silty gravels and medium stiff to stiff silt. Test Pit 6, in the north central portion of the site, encountered organic silt from about 3.5 to 5.5 feet below the ground surface. The topsoil consisted of loose, dark brown silty fine sand with roots. The fill consisted of Cornerstone Geotechnical, Inc. Site Evaluation South 150 Street Tukwila, Washington April 26, 2002 CG File No. 1291 Page 4 medium dense, brown fine sand with silt and gravel. In Test Pits 2, 3, and 5, we encountered a silty gravel between 2.5 and 4.0 feet in depth. The gravel layer ranged from 0.5 to 1.0 feet in thickness. Underlying the gravel in these test pits, medium dense brown sand with gravel and cobbles with silt from 0.5 to 3.5 feet thick were encountered. We encountered a blue -gray silt that extended to the depths explored in Test Pits 2, 4, and 6. The remaining test pits ended at depth in a dense silty sand with gravel. Hydrologic Conditions Ground water seepage was encountered in all our test pit explorations, except Test Pit 7. The underlying soils at depth are considered poorly draining. During the wetter times of the year, we would expect perched water conditions to develop. Perched water occurs when surface water infiltrates through less dense, more permeable soils and accumulates on top of the underlying, less permeable soils. The more permeable soils encountered consist of the topsoil and gravel layers. We would expect the gravel layer to pocket water and that significant seepage will occur when initially excavated. We would typically expect this seepage to diminish with time. However, we cannot predict that with certainty as we do not know the lateral extent of the gravel layer. Perched water does not represent a regional ground water "table" within the upper soil horizons. The thickness of the layer and the surrounding topography suggests that it is not continuous. It should be noted that the local volumes of perched ground water could vary depending upon the time of year and the upslope recharge conditions. The slope along the western side of the site is a potential source for perched groundwater recharge for all down slope soils. CONCLUSIONS AND RECOMMENDATIONS General It is our opinion that the site is compatible with the planned development. The underlying medium dense to dense deposits are capable of supporting the planned structures and pavements. We recommend that the foundations for the structures extend through any topsoil, organic, fill, loose, or disturbed soils, and bear on the underlying medium dense to dense, native soils, or on structural fill extending to these soils. The dark brown organic silt where found, would require Cornerstone Geotechnical, Inc. PF ."w J Site Evaluation South 150 Street Tukwila, Washington April 26, 2002 CG File No. 1291 Page 5 removal. Based on our site explorations, we anticipate suitable bearing will generally be encountered from 1.5 to 5.5 feet below the existing ground surface. We expect that foundation depths will be less with distance from the central drainage feature. The shallow, perched ground water found on site will have a tendency to collect in low areas. We recommend that foundation drains be incorporated in the design and that they be placed below the elevation of crawl spaces and slabs on grade. Where soils with high silt content are exposed in foundation areas, we recommend that the foundations be excavated with a smooth - bladed backhoe. The resulting undisturbed subgrade should be covered with a 6 -to 8 -inch layer of rock to protect it from disturbance during construction. Foundations Footings should extend at least 18 inches below the lowest adjacent finished ground surface for frost protection and bearing capacity considerations. Minimum foundation widths of 12 and 18 inches should be used for continuous and isolated spread footings, respectively. Standing water should not be allowed to accumulate in footing trenches. All loose or disturbed soil should be removed from the foundation excavation prior to placing concrete. Where overexcavation depths are excessive, the foundation subgrade elevation can be achieved by placing structural fill below the foundations. The structural fill should extend outside the edge of the foundation a distance of one -half the depth of overexcavation. Therefore, a 2 -foot overexcavation depth would require 1 foot of structural fill outside of the footing. For foundations constructed as outlined above, we recommend an allowable design bearing pressure of 2,000 pounds per square foot (psf) be used for the footing design. Uniform Building Code (UBC) guidelines should be followed when considering short-term transitory wind or seismic loads. Potential foundation settlement using the recommended allowable bearing pressure is estimated to be less than 1 -inch total and '/2 -inch differential between footings or across a distance of about 30 feet. Higher soil bearing values may be appropriate for specific foundation conditions. These higher values can be determined after a review of a specific design. Cornerstone Geotechnical, Inc. Site Evaluation South 150 Street Tukwila, Washington April 26, 2002 CG File No. 1291 Page 6 Lateral loads can be resisted by friction between the foundation and subgrade soil, and by passive soil resistance acting on the below -grade portion of the foundation. For the latter, the foundation must be poured "neat" against undisturbed soil or backfilled with clean, free - draining, compacted structural fill. Passive resistance may be calculated as a triangular equivalent fluid pressure distribution. We recommend that an equivalent fluid density of 250 pounds per cubic foot (pcf) be used to calculate the allowable lateral passive resistance for the case of a level ground surface adjacent to the footing. An allowable coefficient of friction between footings and soil of 0.45 may be used, and should be applied to the vertical dead load only. These values include a factor of safety of 1.5, applied to our estimate of ultimate soil strength values. Drainage We recommend that runoff from impervious surfaces, such as roofs, driveway and access roadways, be collected and routed to an appropriate storm water discharge system. Final site grades should allow for drainage away from any buildings. We suggest that the finished ground surface be sloped at a gradient of 3 percent minimum for a distance of at least 10 feet away from the buildings. Surface water should be collected by permanent catch basins and drain lines, and be discharged into a storm drain system. We recommend that footing drains be used around all of the structures where moisture control is important, especially in areas of high ground water. The underlying soils will pond water that accumulates in the crawl space. It is good practice to use footing drains installed at least 1 foot below planned finished floor slab or crawl space elevation to provide drainage for the crawl space. Footing drains should consist of 4- inch - diameter, perforated PVC pipe that is surrounded by free - draining material, such as pea gravel. Footing drains should discharge into tightlines leading to an appropriate collection and discharge point. Crawl spaces should be sloped to drain, and a positive connection should be made into the foundation drainage system. For slabs -on- grade, a drainage path should be provided from the capillary break material to the footing drain system. Roof drains should not be connected to wall or footing drains. Cornerstone Geotechnical, Inc. Site Evaluation South 150 Street Tukwila, Washington April 26, 2002 CG File No. 1291 Page 7 Structural Fill Where fill is placed below foundations, it should be compacted to structural fill specifications. Structural fill, by definition, is placed in accordance with prescribed methods and standards, and is monitored by an experienced geotechnical professional or soils technician. Field - monitoring procedures would include the performance of a representative number of in -place density tests to document the attainment of the desired degree of relative compaction. Imported structural fill should consist of a good quality, free - draining granular soil, free of organics and other deleterious material, and be well graded to a maximum size of about 3 inches. Imported, all- weather structural fill should contain no more than 5 percent fines (soil finer than a Standard U.S. No. 200 sieve), based on that fraction passing the U.S. 3/4 -inch sieve. Higher fines content soils can be used, however, they are more susceptible to disturbance when wet or above optimum moisture. The use of on -site soil as structural fill will be dependent on moisture content control. Some drying of the native soils may be necessary in order to achieve compaction. We expect that compaction of the native soils to structural fill specifications would be difficult, if not impossible, during wet weather. An alternative to compacted structural fill is to use rock, such as a 1 -to 2 -inch crushed railroad ballast. This material works well in wet conditions and does not required testing. Fill should be placed in 8- to 10- inch -thick uniform lifts, and each lift should be spread evenly and be thoroughly compacted prior to placement of subsequent lifts. The structural fill should be compacted to at least 95 percent of its maximum dry density. Maximum dry density, in this report, refers to that density as determined by the ASTM D 1557 compaction test procedure. The moisture content of the soil to be compacted should be within about 2 percent of optimum so that a readily compactable condition exists. It may be necessary to overexcavate and remove wet surficial soils in cases where drying to a compactable condition is not feasible. All compaction should be accomplished by equipment of a type and size sufficient to attain the desired degree of compaction. Cornerstone Geotechnical, Inc. Site Evaluation South 150 Street Tukwila, Washington April 26, 2002 CG File No. 1291 Page 8 USE OF THIS REPORT We have prepared this report for Lakeridge Development and their agents, for use in planning and design of this project. The data and report should be provided to prospective contractors for their bidding and estimating purposes, but our report, conclusions, and interpretations should not be construed as a warranty of subsurface conditions. The primary focus of this report is to address foundation conditions. We are not aware of any other specific geotechnical concerns on this site other than what was addressed in this report. The scope of our work does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractors' methods, techniques, sequences or procedures, except as specifically described in our report, for consideration in design. There are possible variations in subsurface conditions. We recommend that project planning include contingencies in budget and schedule, should areas be found with conditions that vary from those described in this report. We should be retained to provide monitoring and consultation services during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, and to provide recommendations for design changes, should the conditions revealed during the work differ from those anticipated. As part of our services, we would also evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications. Within the limitations of scope, schedule and budget for our work, we have strived to take care that our work has been completed in accordance with generally accepted practices followed in this area at the time this report was prepared. No other conditions, expressed or implied, should be understood. oOo Cornerstone Geotechnical, Inc. Site Evaluation South 150` Street Tukwila, Washington April 26, 2002 CG File No. 1291 Page 9 We appreciate the opportunity to be of service to you. If there are any questions concerning this report or if we can provide additional services, please call. Sincerely, Cornerstone Geotechnical, Inc. AAS:CPC:nt Anthony Schuetze Staff Geologist I EXPIRES /747 j Charles P. Couvrette, PE Principal Engineer SY ::44:47±a 4ririaa`.�''htuv rr:nr„s17.;.• �d •uti3tirt�itkkGt� ;:w,;44,4a,1;;;; „.; &:;izia , ;; i. Three Copies Submitted Five Figures Cornerstone Geotechnical, Inc. Z I I- ~ W ¢ L JU O 0 i)0 In _ F- U) W W O 2 L a I H W Z 1- 0 Z I- WW O • D. O I- W • W 1- H .Z W O 2 1 - O 1- Z SITE PLAN N LEGEND Scale 1" = 60' TP -1 Number and Approximate Location of Test Pit 0 60 .` V Ibj Pr MC I aa13 ti- c -ta 120 Reference: Untitled, undated photocopy provided by Lakeridge Development. Cornerstone k Geotechnical, Inc. 17625 -130th Ave NE, C -102 • Woodinville, WA • 98072 Phone: (425) 844 -1977 Fax: (425) 844 -1987 CC Y 150th STREET :Ev..av NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Lakeridge Development/Tukwila File Number Figure 1291 2 SU IOC U u .. , .Mo w• I�r ar w*r� let t V tl Unified Soil Classification System MAJOR AJOR DIVISIONS GROUP SYMBOL GROUP NAME COARSE - GRAINED SOILS MORE THAN 50% RETAINED ON NO. 200 SIEVE GRAVEL MORE THAN 50% OF COARSE FRACTION RETAINED ON NO.4 SIEVE CLEAN GRAVEL GW WELL- GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY- GRADED GRAVEL GRAVEL WITH FINES GM SILTY GRAVEL GC CLAYEY GRAVEL SAND MORE THAN 50% OF COARSE FRACTION PASSES NO.4 SIEVE CLEAN SAND SW WELL- GRADED SAND, FINE TO COARSE SAND SP POORLY - GRADED SAND SAND WITH FINES SM SILTY SAND SC CLAYEY SAND FINE - GRAINED SOILS MORE THAN 50% PASSES NO. 200 SIEVE SILT AND CLAY LIQUID LIMIT LESS THAN 50% INORGANIC ML SILT CL CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY LIQUID LIMIT 50% OR MORE INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS 1) Field classification is based on Dry- Absence of moisture, dusty, dry visual examination of soil in general to the touch accordance with ASTM D 2488 -83. 2) Soil classification using laboratory Moist- Damp, but no visible water tests is based on ASTM D 2487 -83. Wet- Visible free water or saturated, 3) Descriptions of soil density or usually soil is obtained from consistency are based on below water table interpretation of blowcount data, visual appearance of soils, and /or test data. Cornerstone Phone: (425) 844 -1977 Geotechnical Inc Fax: (425) 844 -1987 17625 -130th Ave NE, C -102 • Woodinville, WA' 98072 Unified Soil Classification System Figure 3 w■• ter DEPTH TEST PIT ONE 0.0 -2.2 SM MEDIUM BROWN FINE SAND WITH SILT AND ORGANICS AND MINOR GRAVEL TO COBBLES (LOOSE TO MEDIUM DENSE, MOIST) (FILL) 2.2 - 5.5 SM LIGHT BROWN SILTY SAND WITH GRAVEL TO COBBLES (MEDIUM DENSE TO DENSE, MOIST TO DRY) TEST PIT TWO 0.0 - 2.0 2.0 - 3.0 3.0 - 3.5 3.5 - 6.0 TEST PIT THREE 0.0 -2.5 SM BROWN FINE SAND WITH SILT AND GRAVEL (LOOSE TO MEDIUM DENSE, MOIST) (FILL) 2.5 -3. 5 GM GRAY -BROWN SILTY GRAVEL WITH SAND (LOOSE TO MEDIUM DENSE, WET) 3.5 -6.0 SP BROWN SAND WITH GRAVEL TO COBBLES AND TRACE SILT (MEDIUM DENSE, MOIST) 6.0 -7.5 SP LIGHT BROWN FINE SAND WITH GRAVEL TO COBBLES AND TRACE SILT (DENSE, DAMP TO DRY) TEST PIT FOUR 0.0 - 0.8 OL 0.8 -1.5 SM 1.5 - 2.0 ML 2.0 - 4.0 ML USC SOIL DESCRIPTION SM SM GM ML LOG OF EXPLORATION SAMPLES COLLECTED AT 1.5 AND 5.0 FEET GROUNDWATER SEEPAGE OBSERVED AT 2.0 FEET TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 5.5 FEET ON 4/11/02 MEDIUM BROWN FINE SAND WITH SILT AND GRAVEL (LOOSE TO MEDIUM DENSE, MOIST) (FILL) RED -BROWN FINE SAND WITH ORGANICS (LOOSE TO MEDIUM DENSE, MOIST TO WET) GRAY -BROWN SILTY GRAVEL WITH FINE SAND (LOOSE TO MEDIUM DENSE, WET) BLUE -GRAY SILT (MEDIUM STIFF TO STIFF, DAMP) SAMPLE COLLECTED AT 5.5 FEET GROUNDWATER SEEPAGE WAS OBSERVED BETWEEN 2.0 TO 3.5 FEET HIGHER SEEPAGE RATES IN THE GRAVELS TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 6.0 FEET ON 4/11/02 SAMPLES WERE NOT COLLECTED GROUNDWATER SEEPAGE OBSERVED BETWEEN 2.0 TO 3.5 HIGHER SEEPAGE RATES OBSERVED IN GRAVEL LAYER TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 7.5 FEET ON 4/11/02 DARK BROWN SILTY SAND WITH ROOTS AND ORGANICS (LOOSE, MOIST) (FILL/TOPSOIL) MEDIUM BROWN FINE SAND WITH SILT AND GRAVEL (LOOSE TO MEDIUM DENSE, MOIST) (FILUTOPSOIL) BLUE -GRAY SILT (MEDIUM STIFF, WET) LIGHT BROWN SILT WITH GRAY COBBLES (STIFF, MOIST) SAMPLES WERE NOT COLLECTED GROUNDWATER SEEPAGE OBSERVED BETWEEN 1.0 AND 1.5 FEET TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 4.0 FEET ON 4/11/02 Cornerstone Geotechnical, Inc. CG FILE NO.1291 FIGURE 4 ,J DEPTH TEST PIT FIVE USC SOIL DESCRIPTION LOG OF EXPLORATION -- I 0.0 -2.0 SM DARK BROWN SILTY SAND WITH ROOTS AND ORGANICS (LOOSE, MOIST) (TOPSOIL/FILL) 2.0 - 4.0 SM MEDIUM BROWN FINE SAND WITH SILT (LOOSE TO MEDIUM DENSE, MOIST) (FILL) 4.0 - 4.5 GM GRAY -BROWN SILTY GRAVEL WITH SAND (LOOSE TO MEDIUM DENSE, WET) 4.5 - 6.0 SM LIGHT BROWN SILTY SAND WITH GRAVEL (DENSE, DAMP) TEST PIT SIX 0.0 - 3.5 SM 3.5 - 5.5 OL 5.5 - 8.5 ML TEST PIT SEVEN SAMPLES WERE NOT COLLECTED GROUNDWATER SEEPAGE OBSERVED IN GRAVEL LAYER TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 6.0 FEET ON 4/11/02 MEDIUM BROWN FINE SAND WITH SILT AND GRAVEL (LOOSE TO MEDIUM DENSE, MOIST) (FILL) DARK BROWN ORGANIC SILT WITH GRAVEL (STIFF TO MEDIUM STIFF, MOIST) BLUE -GRAY SANDY SILT (STIFF, MOIST TO DRY)) SAMPLE COLLECTED AT 4.5 FEET GROUNDWATER SEEPAGE OBSERVED AT 3.5 TO 4.0 FEET TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 8.5 FEET ON 4/11/02 0.0 -0.3 SM DARK BROWN FINE SAND WITH GRAVEL AND ORGANICS (LOOSE, MOIST) (TOPSOIL) 0.3 -4.5 SM LIGHT BROWN FINE TO MEDIUM SAND WITH SILT AND GRAVEL AND COBBLES (DENSE, DAMP) SAMPLES WERE NOT COLLECTED GROUNDWATER SEEPAGE WAS NOT ENCOUNTERED IN BOTTOM OF HOLE AFTER 20 MINUTES TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 4.5 FEET ON 4/11/02 Cornerstone Geotechnical, Inc. CG FILE NO.1291 FIGURE 5 .�.. qr1, ::v ..,rt..:yi >:" u: < p ,v a:u:r.c tr,. .:!i;+:: e,:.,-a ..v: ' #!Information'1 -edi ):G'e � � 1 V I a!'l')e ' '77' rrvmtsual.c4sesu ;. a= -$� ..�,r�."�� - �r .i.- --.:14-...) TJ } \L•*�r .-a7.. ' R . < �� {�,i ,i ., , ?3:•.it; �: z. r i . .�Wt' ~kllr -ml!�l .� ti.Z� t.. � y .: �•, .� `' . ",:� �� `� s 4 �• ;y � >r . an"'a nova! a t�� , rrrl'ul W orks and!'annrr i' +v ;::.. : ,."r r o �� : pp, f x, _ n C°a• •.:,t. tt^]•f Q� i r fi r •§.S•:i. i it `q a , " : y� #'��v r .,7..r'$z a•. ... 'r . ei: 7 `=YS - ..- +. ri . +Y-'4s 1 ] is `l .l:`TS� i3 '�!t i: L ; . : 1Gr r, •' } , .. _z�.r. ' �. . It t r+ a�.; f T S ti's �y - li:i`' :i ;'Uy r • M _ ¢ t:; %i'r�:i. '� � :ti •t., `Y :�: 4�t, '+'7�' 'i� , ( rt ^Y,:iY1 t � . a _ 'I . , .vJ (.'' � < : r .0 ._ {� A 11':... ' .. :' . ! -. : " •. "aa . ^• p.f+. r -. . �j37S..1r+� {�� ^'ek.[?:- .(S!�'i �i�. +39U. i`.1s�'(::i�.r, ''�� t ('�+.`2�C�S1E`<I 5. 4`'•`i 1'. -Xt �.i .� Y�th- .icR�. =L :r`-.t`i. 1!t tl:]!�f'Sit,.:T. - tf::'i _ 't7ii drriial F � ! 7 + - l ;T� , �Ji •!.' i1.. > '.nS i!ar v e d' r lu:y;� L.. '' ... U /.•. r a:t' 1 r 1� : -.;•a '�a �Pliig t.. 1.: '3�,.,. r.lr. .:� J•�° :.:' ., _.. f;Offic b +.0nl;� t _ , r, • Fi'r' ry .. - L, 4 1 , p - ter c t` ry ..!' -:_ �.. � ... y:�• .•s !v.' `1 �i.. �1 pt i y 7 ,.. � ..+, nY lti.�'�., �` ^.Li• t,aa, c� -'} Iw S'. ^•}�+�•:#.. <� a,'�Z i C o " ' menu' Y Q 'Co n d t , d r � ; . 444 � S33 4 Q [ i •.r ,, c. E .. . tF . "_�' :.•+�!.{•- � , �fzi } •iYy.4 j.,.a i ,,,,= . -.`,x�A_ s 13 '�.'.Y + R . . : - � y . li .]+ �`C hy. t]_ - t r •r, ! i ` 3 1 r a - A. ^ '. rf.; ,.�- ,+-t !:� : ?f�; {� .i•Y. tE ]•!�' § } �f �V,�ror S< 1 tf'_ "f`1.. � r'. mtilisrif-1,7 f "� -'�.f '� S 1. ' :; ii ,., �:i�!t "' , :;:•." 1I15 S -A :..b7}, ♦ .... ��1;1i -t+ fit:( rft� r:: avr.:.�'i...'�5a�. wri >;:S•f; 1.5.1�•eir'.i.. , r: r. { +<.,S APPLICATION FORMS: • I. Application Checklist four (4) copies, indicating items submitted with application. 2. Short Plat Complete Application Packet: four (4) copies of the application form and full size plans and one (1) set of High Quality Photo Reductions of all plans reduced to 81/2" x 11 ". (See Site Plans). . 3. Short Plat Fee $200. 4. SEPA Environmental Checklist six (6) copies and Fee ($325). REQUIRED FOR SHORT PLATS OF 5 -9 LOTS. PUBLIC NOTICE MATERIALS: (5 - 9 Lot Short Plats Only) SUBMIT PUBLIC NOTICE MATERIALS ONLY FOR SHORT PLAT OF 5 TO 9 LOTS • OR IF ENVIRONMENTAL REVIEW IS REQUIRED. 5. King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. SUBMIT PUBLIC NOTICE MATERIALS ONLY FOR SHORT PLAT OF 5 TO 9 LOTS OR IF ENVIRONMENTAL REVIEW IS REQUIRED. 6. Two (2) sets of mailing labels for all property owners and tenants (residents and 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 Materials Section). SUBMIT PUBLIC NOTICE MATERIALS ONLY FOR SHORT PLAT OF 5 TO 9 LOTS OR IF ENVIRONMENTAL REVIEW IS REQUIRED. 7. A 4' x 4' public notice board will be required on site within 14 days of the Department determining that a complete application has been received (see Public Notice Materials Section). SUBMIT PUBLIC NOTICE MATERIALS ONLY FOR SHORT PLAT OF 5 TO 9 LOTS OR IF ENVIRONMENTAL REVIEW IS REQUIRED. PLANS & OTHER SUBMITTAL REQUIREMENTS: ' 8. Vicinity Map with site location. s ■•cx:i11/4 NOV 0 '? 2002 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 the Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted in a later timely manner for use at the public hearing (e.g., revised colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way limit the City's ability to require additional information as needed to establish consistency with development standards. Department staff are available to answer questions about application materials at 206 - 431 -3670. G:W'PIIAN\LANDUSE. APRSUTPLTPT.doc. 1083/01 COMPLETE APPLICATION CHECKLIST TABLE :Information , Required: ;'il'fay;be waived in unusual cases, upon approval.of : both Pulie P n ..:. ; t.. F L ., nd lanrir gs � , .� .: ,' Yn.L��9; SF „- +> ' ' } ' r i y' ''r�' x• ?i e r' {, �� . � . ji r,. t �.:, r firj , '� '7:' .`S L'.I. .. f M i ').. : t •S V 1�i Y . ..i,7. S it ` k, �_ :i ,,. �9r,i51f ,.sr /' r i:;:i ",'•: Yii #: f�i3V a =� r! ' }ri=., f •�Yf � : ty J� f} . : f' t,;- d N i. r; y. Informatlo' ) j i .: : : ,•...,. n:Wprved 'PbW kf ' s:.. _ .,��.� i v 1 , ;Offce:Use Only;; ,.: ' =: • ;' s• m Cominen'1s & : /'f. y,. ,.t, -, .,2: p s 9. Title Report—dated within 30 days of application filing which clearly establishes status as legal lot(s) of record, ownership, all known easements and encumbrances. • 10. Sewer and Water availability certificates, if provided by other than City of Tukwila 11. King County Health Department approval if using septic systems. 12. Easement documents, deeds, maintenance agreements (existing & proposed) 13. Survey/Plat Map (see details below) 14. Site/Development Plan (see details below) 15. Sensitive area studies as required per TMC 18.45. e.g., soils report, wetland report. Following is the list of information that must be included in the Plat Map and Site Plan. One set of all plans and analyses shall be stamped by a licensed professional surveyor or engineer and have an original signature. Additional copies of the signed set may be submitted to satisfy the total number of copies required. Revisions shall satisfy this criteria. PLAT MAP must include the following information: i) The name of the plat, Cityof Tukwila File number, graphic scale (1":100' unless otherwise approved by DCD) and north arrow. ii) Existing property lines to remain and proposed lot lines shall be shown as solid lines. New lines shall be called out. Lines to be removed shall be dashed _ and called out. iii) Lot area, lot line dimensions and numbering of each lot. Lot and block numbers must begin with number one (1) and numbered consecutively. iv) Location and setbacks (dimensions to proposed property lines) of all existing structures. v) Existing features such as rivers, streets, railroad and structures. vi) A boundary and topographic survey (2 ft. contours including a minimum 20 ft. beyond the property line) with all above easements, encumbrances and right -of -way width/infrastructure. Elevations shall be Vertical Datum NAVD 1988 and Horizontal Datum NAD 83/91. This shall be stamped by a licensed surveyor, and include a surveyor's certificate (sample attached) vii) Legal Descriptions (existing and proposed) viii) Location of all sensitive areas (e.g., streams, wetlands, slopes over 20 %, coal mine areas and important geological and archaeological sites.). ix) Location, name and width of existing and proposed streets and easements. x) Additional notes that may apply must be added to the plat map. e.g. a) Comply with geotechnical report dated b) No runoff, including downspouts, shall be inflitrated through dry wells or perforated infiltration pipes and trenches. c) Provide infiltration per lot as shown on the site. d) Lot XX requires sprinkling for fire protection. xi) 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 any limitations. xii) See attached sheet for various signature blocks. X X G. W' PHAN\LANDUSE.APPISIITPLTPT.doc. 10/25/01 f Z 2 I' • ~ W tY� 00 J = H N LL. W 2 u _ _ W Z = H 1- O Z I— W U � 0— aI— WW tL O . Z W U= 0 Z SITE PLAN must include the following information: i) Existing property lines to remain and proposed lot lines shall be shown as solid lines. New lines shall be called out. Lines to be removed shall be dashed and called out. ii) Lot area, lot line dimensions, average widths for each lot and numbering of each lot. iii) Location, floor area and setbacks of all structures (existing and expected) including finished floor elevations , site improvements with sufficient dimensions to be accurately described and located (driveways, firelanes, parking layout, rockeries /retaining walls, fences). iv) A boundary and topographic survey (2 ft. contours including a minimum 5 ft. beyond the property line) with all above easements, encumbrances and right -of -way width/infrastructure. Elevations shall be NAVD 1988 (Veritcal) and NAD 83/91 (Horizontal). v) Location of all sensitive areas (e.g., streams, wetlands, slopes over 20 %, coal mine areas and important geological and archaeological sites.). Provide sensitive area studies as needed per TMC 18.45. Also show trees over 4" caliper in sensitive area or buffers, indicating those to be saved (per TMC 18.54). All proposed sensitive area and tree protection measures shall be shown. ' vi) For stream frontages: existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). vii) 100 yr. flood plain boundary and elevation as shown on FEMA maps. Conversion calculations to NGVD 1929, if within a designated flood area. viii)For sewer and water (domestic and fire): • Existing and proposed utility easements and improvements, on site and in street. • 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). ix)Storm drainage: • Total impervious surface • Percolation test results for infiltration • Schematic design of storm drainage per current KC Surface Water Design Manual. x) Fire: • Locate the nearest existing hydrant and all proposed hydrants (adequate fire flow demonstrated in the "water availability" documentation). • Fire access lanes and turn- arounds per Fire Department standards. xi)Access /Street improvements: • Location and dimension of all accesses, including private /public roadway interior to short plat. • Schematic road design. • Frontal Improvements. • Location of any proposed dedications. _ xii) For Short Plats of 5 to 9 lots, a landscape plan which includes at least one tree in the front yard of each lot & that meets Public Works standards per TMC 17.20.030(G). xiii) Owners of adjacent land and names of any adjacent subdivisions. G: V.PPHAMLANDU SE. APP\SkrrPLTPT. doc. 102901 Z Z W cc U to W • I H W W O 2 u _ 2 • d W Z = t- O Z W U • � O � U 1 — W W 2 t•- tL O Z W U= O ~ Z �{ /,'. i •5` !j o • „ a'ti h�Re fired ''" `'-�` ' �� =. ^; !.:y I n a:,�� cw Y �.,�.� L ... - 1 y F . t . a ti}-. - I1 4 . y.r r.,. �k•t �,�'.1�. `_.9 A yf§�S. ° K +'- x J. +i �'�F'y': .A `.q '.14.41 y! . {'� Ais '� A..;t �+�,l,t• : ik f...� ..,, .... .. _... `f _ • x �� •. y '} j r;Resiionse, ` ¢:, �.7� � !;, " t :.{ ✓.^ Y- .. ;Office - „;;i.; •c ar:. Use'Ori[y :.�...: t l....' •51' ' .�i ^ a�.,..r... •:. �� 7t1 . : s.rr' • l. , .... 1 '� �:� :i. M 1 iJ� ' �� ;'.. �Co�rrmeii &.. Conditions. •,�� . Total existing lots prior to Short Plat. 1 Total lots in this Short Plat. 4 Total acres involved in the Short Plat. 1 . 7 6 Constraints (sensitive area, right retention/detention areas) in acres ors[ of way, drainage Any preexistiong uses? yes Overall density (lots/acre). 2.3 G1APPHAMLANDUSEAPP1SfiTLTPT. doc. I072S/01 GROWTH MANAGEMENT ACT REQUIRED INFORMATION Z H W re 00 N 0. W = J W O • Q - d. =. Z F— F— O Z F— LU uj U � ;O S 0 I— . W W . 2 'F— W Z . O u) : Z I - SCALE 1 " -20' MONO al' 0.7. LAKERIDOE DEVELOPMENT, INC. 1.0 Ka. 011, NM OM a.w CCM,4T•NT: J. S. JONES AND ASSOCIATES, INC. II 1 1 0... DRAWN MI L Incluea Environmental Consultants °'O® •~ "a'- JUNCTION TYPE 3 WATERCOURSE RESTORATION PLAN CITY OF TUKWILA FILE NO.; , SHEET 1 of 3 \ '°.. Wetlands, Streams, and Wildlife . wu.r,,....r r+a.n.•rr..... in P.M ruw.+. °°°""m°" / p'� mow " ?4 p» fF R .cc.• R dad •1 "i? o b :..5•�,� E .�� ` 60.00' . '31'S5`E taa.36 tf i 4 13''51 "E 40 37' �• m • 1 46 "E 9.04' 8.38 {4 , CD I G o.•� 8 CD N 07‘ : -- 99. � • Rua • N .n. v r ..0 ... , ssw. r.soa.r r d w u: '� E! -o— n- 0— p�p•�� _ _ _164 35 ° a OM, r.u ,mr w ..•�,° "� .. G — .-<'•. p 0 a n a p.p__ Jp — - 0_ � S • ;G1. 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CES 5 I•USr EE REMOVED FROYT THE RESTOMATON AREA MGR TO THE SESNNNC OF FLAW NSTY.LATION L-b2. vsl JUNCTION PROPERTY - TYPE 3 WATERCOURSE RESTORATION PLAN SEC. 23, TWP. 23 N., RGE 4 E., W.M. w I 15' 18' COTTONWOOD 4'\ COTTONWOOD '30 @4 "W 460.35' CITY OF TUKWILA FILE NO.: PLANT SCHEDULE STREAM SIGN 2 -20' COTTONWOODS TTON WOOD FILTER FENCE 2 -24' COTTONWOODS c+ w 22" COTTONWOOD WILLOW PLANTING NOTES. 5..414 WILLOW SYTCOL REPRESENTS 2WLLOW NTTE S. 22' COTTONWOOD PLANTING AND STAKING DETAIL CUTTINGS DETAIL STREAM SIGN DETAIL Str'e Stream FILTER FENCE DETAIL urnimmiumpli fl.•••••••■•il 8 1ER•1111WNEN311 EEeRReKKKEEK'11 I , 9EEEENAEENENE1 • 11••••U11KNG••A I' an C, Z N z, wi E. of of 3 � a I tu n I U z N Li O O N R N O Q o c4 4 " 111 z O •� W cn 9 l e- SCALE NO SCALE u.46040 BY as a : LAKERIDGE DEVELOPMENT, INC. .o w. ,a .MIid d. 401.111.1110 lo O,lw.w CCHOUtT.NT: .Q• S. JONES AND ASSOCIATES, INC. 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F I !!VIM • Le j a iLQ =r - e r 1j ' r . $lij [, F�1�� g�i 1�� 11 1F t 1 `i' � 3 p i { E ss C i p i i `Rj�l � I * �1 g i d [ r l�It tt � i E�[ I ! i r'P ! I dI mE iF QI rt 11a 7y arl "Q it iI �t � � �1 'A�� ( �t e (fI ; 11 ii t � � s �1 � I of Cr�74t 11111 t1 lJ r F J= III 1 F1 i i! V I E Q !IPi I J F � rP i I II[ r t 1.1 I III* 1141 ` 'PI` I r (i 1:�1�� ' I i to [ j �� 1 I FI• i 1 .�(rr `, 0 { 0 DECLARATION / DEDICATION KNOW ALL PERSONS BY THESE PRESENTS. THAT WE, THE UNDERSIGNED, OWNERS) IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIHSON THEREOF PURSUANT TO ROW 58.17.060 AND ACKNOWLEDGE THAT SAID SUBDIVISION SHALL NOT BE FURTHER SUBDIVIDED WITHIN A PERIOD OF FIVE YEARS FROM THE DATE OF RECORDING WITHOUT THE FLUNG OF A FORMAL PLAT. FURTHER, THE UNDERSIGNED DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAID SHORT SUBDIVISION AND THE SAME IS AIDE OATH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). FURTHER. THE UNDERSIGNED HEREBY DEDICATE TRACT - A - TO THE PERSONS AND/ OR ENTITIES IDENTIFIED ON THIS SHORT PLAT FOR THE PURPOSE STATED. IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. SANK OF AMERICA, NA. BY' AA.+FL C, °L o/ TITLE: ERM/t. Nth fZEYi0•.'r STATE OF WASHINGTON COUNTY OF -.51.444.- I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT Wm, WAYNE JONES. Jr. SIGNED THIS INSTRUMENT. ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE MANAGER OF TRYON CONCFP1C IIC TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED 4 o',‘% 0. I.AERicy e Q. aOTgk y: 4(SEALMMT 'STAMP) A s NI,QlPUBLIG r t • '' F OP W • STATE OF WASHINGTON COUNTY OF 1; +JCL I CERTIFY THAT I KNOW CR HAVE SATISFACTORY EVIDENCE THAT A' .4, C. lML•,-/ SIGNED THIS INSTRUMENT ON OATH STATED THAT THE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE sV P OF BANK OF AMERICA. NA, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED 4 - RECORDER'S CERTIFICATE FILED FOR RECORD THIS _ DAY OF 20_ AT IN BOOK _ OF AT PAGE _ AT THE REQUEST OF PAUL E MORROW SURVEYOR'S NAME CITY OF TUKWILA, KING COUNTY, WASHINGTON SHORT PLAT No. L02 -051 (SCAN NETATI4 TITLE MY APPOINTMENT EXPIRES 10 -+O -0 (SIGl((_ LIn TITLE MY MY APPOINTMENT EXPIRES II -10 MGR. SUPT. OF RECORDS CITY OF TUKWILA APPROVALS: TUK%MI A SHORT SUBDIVISION COMMITTFF REVIEWED AND APPROVED BY THESHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED FOR RUNG THIS I3 DAY of M A`I 2033 w\r CHAIR, SHORT SUBDIVISION COMMITTEE LEGAL DESCRIPTION (EXISTING PARCEL) THE SOUTH HALF OF THAT PORTION OF LOT 12, SEATTLE LAND COMPANYS 5 ACRE TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PACE 90. IN KUNG COUNTY. WASHINGTON, LYING EASTERLY OF MACADAM ROAD (FORMER STATE ROAD). LEGAL DESCRIPTIONS (NEW LOTS) ASSESSOR DEPUTY ASSESSOR ACCOUNT No. 766160-0210 LOT 1: THAT PORTION OF THE SOUTH HALF OF LOT 12, SEATTLE LAND COMPANYS 5 ACRE TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PACE 90, IN KING COUNTY. WASHINGTON, LYING EASTERLY OF MACADAM ROAD (FORMER STATE ROAD) DESCRIBED AS FOLLOWS COMMENDING AT THE SOUTHEAST CORNER Cr THE HERON - BEFORE DESCRIBED SOUTH HALF: THENCE NORTH 8630'04' WEST, ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 341.11 FEET: THENCE NORTH 01'29'56' EAST A DISTANCE OF 26.00 FEET TO THE PONT OF BEGINNING; THENCE CONTINUING NORTH 012756' EAST A DISTANCE OF 70.00 FEET; THENCE NORTH 8830'04' WEST A DISTANCE OF 126.08 FEET TO THE EASTERLY MARGIN OF MACADAM ROAD: THENCE SOUTH 074703' EAST, ALONG SAID EASTERLY MARGIN. A DISTANCE OF 70.12 FEET; THENCE SOUTH 683064' EAST A DISTANCE OF 122.06 FEET TO THE POINT OF BEQNNING. SUBJECT TO A FIVE FOOT PRIVATE DRAINAGE EASEMENT PER DT( OF TUKWILA SHORT PLAT No. L02 -051. AND SUBJECT TO SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT RECORDED UNDER REC. No. 20050210001481. TOGETHER WITH AND SUBJECT TO AN ACCESS/USUTY EASEMENT AND ROAD MAINTENANCE AGREEMENT AND ROCKERY MAINTENANCE AGREEMENT RECORDED UNDER REC. No. 25050325000695.. LOT_ 2: • ___ _, _ THAT PORTON OF THE SOUTH HALF OF LOT 12, SEATTLE LAND COMPANY'S 5 ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 CF PLATS. PAGE 90, IN KING COUNTY, WASHINGTON. LYING EASTERLY OF MACADAM ROAD (FORMER STATE ROAD) DESCRIBED AS FOLLOWS COMMENCING AT THE SOUTHEAST CORNER OF THE HERON- BEFORE DESCRIBED SOUTH HALF: _ THENCE NORTH 8830'04' WEST, ALONG THE SOUTH UNE THEREOF, A DISTANCE OF 341.11 FEET: THENCE NORTH 0129'56' EAST.A DISTANCE OF 96.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 0129'56' EAST A DISTANCE OF 6637 FELT TO THE NORTH UNE OF SAID SOUTH HALF: THENCE NORTH 8829'53' WEST, ALONG SAID NORTH UNE. A DISTANCE OF 130.00 FEET TO THE EASTERLY MARGIN OF MACADAM ROAD AND A POINT ON A CURVE CONCAVE SOUTHERLY, THE RADIAL CENTER OF WHICH BEARS SOUTH 88•701' WEST; THENCE SOUTHERLY ALONG SAID CURVE, HAVING A RADIUS OF 985.37 FEET, THROUGH A CENTRAL ANGLE OF 0005'56', AN ARC DISTANCE OF 1.70 FEET; THENCE SOUTH 01'4703' EAST A DISTANCE OF 66.79 FEET: THENCE SOUTH 88'30'04' EAST A DISTANCE OF 126.08 FEET TO THE PONT OF BEGINNING. TOGETHER WITH A FIVE FOOT PRIVATE DRAINAGE EASEMENT PER CITY OF TUKWILA SHORT PLAT No. L02 -051. AND SUBJECT TO SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT RECORDED UNDER REC. No. 20050210001481. LOT 3: THAT PORTION OF THE SOUTH HALF OF LOT 12, SEATTLE LAND COMPANY'S 5 ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PAGE 90, IN KING COUNTY. WASHINGTON, LYING EASTERLY OF MACADAM ROAD (FORMER STATE ROAD) DESCRIBED AS FOLLOWS COMMENCING AT THE SOUTHEAST CORNER OF THE HERON- BEFORE DESCRIBED SOUTH HALF; THENCE NORTH 8830'04' WEST. ALONG THE SOUTH UNE THEREOF, A DISTANCE OF 24642 FEET TO THE PONT OF BEGINNING; THENCE CONTINUING NORTH 8830'04' WEST A DISTANCE OF 92.69 FEET; THENCE NORTH 012966' EAST A DISTANCE OF 164.37 FEET TO THE NORTH UNE OF SAID SOUTH HALF: THENCE SOUTH 882753' EAST, ALONG SAID NORTH UNE A DISTANCE OF 129.60 FEET; THENCE SOUTH 1100'00' WEST A DISTANCE OF 39.64 FEET: THENCE SOUTH 3900 WEST A DISTANCE OF 35.48 FEET: THENCE SOUTH 23'00'00' WEST A DISTANCE OF 29.25 FEET: THENCE SOUTH 160000 WEST A DISTANCE OF 16.00 FEET; THENCE SOUTH 0590'00 WEST A DISTANCE OF 19.31 FEET; THENCE SOUTH 100000' EAST A DISTANCE OF 35.65 FEET TO THE PONT OF BEGINNING. SUBJECT TO A 20 FOOT INGRESS, EGRESS AND UTILITY EASEMENT RECORDED UNDER REC. No. 20030212001 AND SUBJECT TO SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT RECORDED UNDER REC. No. 20050210001481. TOGETHER PATH AND SUBJECT TO AN ACCESS/UTTLITY EASEMENT AND ROAD MAINTENANCE AGREEMENT AND ROCKERY MAINTENANCE AGREEMENT RECORDED UNDER REC. No. 20050325000695. LAND SURVEYOR'S CERTIFICATE I, PAUL E MORROW. REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON, CERTIFY THAT THIS PUT IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN. CONDUCTED BY ME OR UNDER MY SUPERVISON; THAT THE DISTANCES. COURSES AND ANGLES ARE SHOWN CORRECTLY HEREON; AND THAT MONUMENTS, OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE. HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND AS DEPICTED ON THE PLAT. KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS - DAY OF 20 DALEY- MORROW - POBLETE, WC. 726 AUBURN WAY NORTH; AUBURN. WASHINGTON 98002 '! PHONE: (253)333 -2200 FAX: (253)333 -2206 LOT 4:. THAT PORTION OF THE SOUTH HALF OF LOT 12, SEATTLE LAND COMPANY'S 5 ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PAGE 90. IN KING COUNTY, WASHINGTON. LYING EASTERLY OF MACADAM ROAD (FORMER STATE ROAD) DESCRIBED AS FOLLOWS: BEGINNING, AT THE SOUTHEAST CORNER CF THE HEREIN- BEFORE DESCRIBED SOUTH HALF; THENCE NORTH 883004' WEST, ALONG THE SOUTH LINE THEREOF. A DISTANCE OF 24642 FEET THENCE NORTH 10'0000' NEST A DISTANCE OF 35.85 FEET; THENCE NORTH 05'0000 EAST A DISTANCE OF 19.31 FEET; THENCE NORTH 16'00•00' EAST A DISTANCE OF 16.00 FEET; THENCE NORTH 2300'00' EAST A DISTANCE OF 29.25 FEET; THENCE NORTH 390000' EAST A DISTANCE OF 35.48 FEET: THENCE NORTH 1100'00' EAST A DISTANCE OF 39.64 FEET TO THE NORTH UNE OF SAID SOUTH HALF THENCE SOUTH 882753' EAST, ALONG SAID NORTH LINE. A DISTANCE OF 211.60 FEET TO THE NORTHEAST CORNER THEREOF; THENCE SOUTH 0131'44' NEST, ALONG THE EAST UNE OF SAID SOUTH HALF, A DISTANCE OF 164.35 TO THE PONT OF BEGINNING. SUELECT TO A 10 FOOT SEWER EASEMENT RECORDED UNDER REC. No. 5813023. B4ECTc;TO,A14F00T1UTIUT,Y, EASEMENT- RECORDED `UNDER REC. No. 6634216' - - •-- .ANDSUBJECT.70: 8.45• FOOTPUBUC DRAINAGE EASEMENT -TO BE RECORDED UNDER SEPARATE INSTRU ..AND .SUBJECT•TC:SENSTIVE AREA COVENANT AND HOD HARMLESS AGREEMENT RECORDED UNDER RE( ..':'20050210001481 r • . TRACT THAT PORTION OF THE SOUTH HALF OF LOT 12, SEATTLE LAND COMPANY'S 5 ACRE TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PACE 90, IN KING COUNTY, WASHINGTON. LYING EASTERLY OF MACADAM ROAD (FORMER STATE ROAD) DESCRIBED AS FOLLOWS COMMENCING AT THE SOUTHEAST CORNER OF THE HERON - BEFORE DESCRIBED SOUTH HALF: THENCE NORTH 8870'04' WEST. ALONG THE SOUTH LINE THEREOF. A DISTANCE OF 341.11 FEET TO THE PONT OF BEGINNING; THENCE NORTH 012966' EAST A- DISTANCE OF 26.00 FEET: THENCE NORTH 8830'04' WEST A.DISTANCE OF 122.06 FEET TO THE EASTERLY MARGIN OF MACADAM ROAD; • THENCE SOUTH 01'4703' EAST. ALONG SAID EASTERLY MARGIN. A DISTANCE OF 19.00 FEET TO THE BEGINNING•OF A CURVE' CONCAVE EASTERLY, THE RADIAL CENTER OF WHICH BEARS NORTH 891757' THENCE SOUTHERLY ALONG SAID CURVE, HAVING A RADIUS OF 329.27 FEET, THROUGH A CENTRAL ANGLE OF 011736', AN ARC DISTANCE OF 7.05 FEET TO THE SOUTH LINE OF SAID SOUTH HALF: THENCE SOUTH 88'30 EAST, ALONG SAID SOUTH UNE, A DISTANCE OF 120.49 FEET TO THE PONT SUBJECT TO A 20 FOOT INGRESS, EGRESS AND (TOUT( EASEMENT RECORDED UNDER REC. No. 200302 TOGETHER WITH AND SUBJECT TO AN ACCESS/UTIUTY EASEMENT AND ROAD MAINTENANCE AGREEMENT AND ROCKERY MAINTENANCE AGREEMENT RECORDED UNDER REC. No. 20050325000695. AND SUBJECT TO SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT RECORDED UNDER RE( 20050210001461. AND SUBJECT TD A SEATTLE CITY UGHT ELECTRIC SYSTEM EASEMENT RECORDED UNDER REC. No. 20C 845. NGINEERING - SURVEYING LAND PLANNING" WALE N/A k •4\ A- 6Mfi 1 n ' 1' , ,OrLA. )i • PORDON OF SW 1/4, ' NW 1/4 BECTON 23, TOWNEMP 23 NORM RANGE °r■ � WWI aclt N/A VT A out no A0011 AS NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. PORTION OF SW 1/4 NW 1/4, SECTION 23, TOWNBFP 23 NORTH, RANGE A LAKERIDGE DEVELOPMENT INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425) 228 -9750 JUNCTION WEST SHORT PLAT No. L02-051 SITE PLAN °""` 01371FSP - /+u 171 stn 2 ( ( CITY OF TUKWILA, KING COUNTY, WASHINGTON SHORT PLAT No. L02 -051 111E PLAT C110N VOW.. 190/65 -68 BASIS OF BEARINGS THE YONUMENIED TENTER UNE OF S 150TH 5T. PER THE PLAT OF THE 3NCTION. VOL.. 190/66 -60 BEARING 715745131V SEE CITY OF MIDALA LOT UNE ADJUSTMENT Na 102 -015. REC. Nn 20021204900002 FOR GCOYESRLC RELATIOH0OP TO THIS 514017 PLAT VERTICAL DATUM 11E PLAT OF 111E JUNCTION PER AS-BUSTS PROVIDED BY CLIENT BENCHMARK RIM OF SANITARY SEWER MANHOLE (MOST WESTERLY OF TWO) LOCATED NEAR THE 5W COR. LOT 12 THE PLAT OF THE JUNCTION, VOL. 190/66 -68 0..164.90 BASE FLOOD ELEVATION THE BASS OF 111E BASE FL000 ELEVATION IS THE TOP OF CURB WHERE THE CENTER LINE OF THE DRAINAGE CHANNEL INTERSECTS 5. 150TH ST.. APPROXIMATELY 200' SOUTH OF 111E STE ELEVATION ■141.5 LEGEND (C) CALCULATED (R) UNRECORDED SURVEY BY LEONARD L 5CHROETER FOR ARNOLD E 501ERLER 4 DATED 3 -6-72 (ACCEPTED) (RDA) SOUTNCENTER BLVD 1 SOUTH 1501)4 5T. PLAN/ PROFILE' BY HORTON DENNIS k ASSOCIATES, DATED 6/20/88 (11) MEASURED 6581. BULLING SETBACK UNE 9 MBAR/CAP/UM INC RS 22962' 9I 34.71' r S1v. 2' BRASS 0(9( M(014.N (VISITED NOV. 01) REFERENCES 1. KING COUNTY ASSESSORS YAP OF NW 23-23 -4. 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. SHORT PUT CERTIFICATE ORDER No. 477707, DATED MAY 24, 2002 AND SUPPLEMENTAL REPORTS j1 AND j2 THEREOF DATED OCTD601 14, 2004 AND APRIL 4. 2005. RESPECTIVELY. 3. STELLA A. METES FIRST ADD11104 TO STERLING. VOL 15/4 4. SEATTLE LAND COMPANY'S FIVE ACRE TRACTS. VOL 6/90. 5. THE JUNC110(1. VOL. 190/66 -66. 6. BRIGADOON RIDGE. VOL. 157/40 -42 7. YOUNG'S HALF ACRE TRACTS, VOL. 16/37. 8. BROOKVALE GAR004 TRACTS. VOL. 10/47. 9. 9U911IT 908 ADDITION TO TUKWLA TONG CO. WASH.. VOL 17/60. 10. RECORD OF SURVEY. REC. No. 8711309003. 11. RECORD CF SURVEY. REC. No. 8112089005 12. RECORD OF SURVEY. REC. Na 8202259021. 13 RECORD OF SURVEY. REC. Na 8804119004. 14. RECORD OF SURVEY. REC. Not 8106239007. 15. RECORD OF SURVEY. REC. Nn 9002029004. 16. RECORD OF SURVEY. REC. NS, 7801060004. 17. 01Y OF 11K NILLA LOT LINE ADJUSTMENT Nu L02 -015. REC No. 20021204900002. 18. UNRECORDED SURVEY BY LEONARD L 50400101 FOR ARNOLD E 50HERLER 6. DATED 3-6 -72 (ACCEPTED) 19. UNRECORDED SURVEY (PONT ROT) AND COORDINATE PRINTOUTS THEREOF. BY HORTON 004145 k ASSOCIATES. INC, 'MACADAM RD CENTERLINE AND RICHT OF WAY LANES LEFT AND RIGHT HDA 5016.03' DATED 12/03/87 AND 11/2 /83 RESPECTIVELY. 8 J O L. 10' 20' O 29.49' 2' BRASS CI IN CONC.. IN CASE (VISITED NOV. 01) r TA0(/RA94ER '06PINC X22062' SET M FACE 100(017 __ T 1. 2' BRASS DISK W/PUNOH IN CONC.. IN CASE (VISITED NOV. 01) 1' RON PPE - FOUND - ACCEPTED LOCATION DETROIED DURING CONSTRUCT101 SET REBAR /GAP 56• r ° --��- -- - 126 . 0 8' _ 10' 90.00' L-7A5' 120.49' CIS X CR ECOLOGY BLOCK - 130.00'____B CAL) „__0 III (TYPI - 1 N8829'53'W 47120'(0) 470.917(R) MAMA) /--'\ ECOLOGY BLOCK RETAINING WALL 129.60' b W ' / I l o- ! 13' 1$ v / t e' /° / 10' S' 1 j I p mi / to- / • 45 r / / # 91 '. / % 0n 10.580 93. FT-t 1/ /4 & /4V / I 5412 S. 149TH LN. / / • /. / I e / ./ N Ati /0 141 / / n/ 1 N23'0,0'00'E/ o N I i 29.25 / o 44 16 ' 00'00'0 : 1 / / o F. /16.0•" i r I 9000' J I N8N8820 N8820 12206' I O �( f ppL i 1 ; 1109 3 00 ( 0 I uT C EA5F1R Nn 2o 0J02�MID 2001 L ' i Z ; I 5 1 1' 1 t; 1 \ ‘15:91.21t; ` 7AACT SHEET . (r 14 1 O' 8.754 50. FT.3 14910 MACADAM RD. L N88'30'04•W 11-'5' PRIVATE DRAINAGE EASEMENT SEE NOTE 11, THIS 94007 BELOW 1 9.585 SO. 174 5418 5. 149TH LN. e - ft(3'36• s ..P 49TH (.N. Acts LLDUTY _ o -crnl 1 N $ 1 THIS T BELOW w n ( 11 O I 1 '\ ACCESS� 92.69' , I TIUIY EASEMENT AND I ( R n R IVATE •3.154 FTS m .1n o , . \ . .. ..4. 4 ;m.o.(... .' 7' ,r,7, ^v- - '( 31 b• •• > • • SEE NOTE 3 tt AD ANIENANCE AGREEMENT AN ROCKERY MAINTENANCE AGREEMENT 1 3 PER 5E5. Na 20050325000605. UNDERGROUND AND 9RFACE RIGHTS EASEMENT PER REC. No. 20050107002185 F Ec o. 20 I Lo -C CITY O F 5 6 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD LEASURENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 2110 THEODOU9E 1111 INTEGRAL DISTANCE MEASURING METER FIELD WORK BY DMP. INC.' " IN 2001. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. PACIFIC NGR111WE5T 17112 OM COMPANY or WASHINGTON. Inc.. . 917 PUT CERTIFICATE. ORDER No. 477707,.DA1ED i •- MAY 24, 2002. AND SUPPLEMENTAL REPORTS 11 AND R THEREOF DATED OCTOBER 14. 2004 AND APRIL' 4,2005 WERE :: RELIED UPON FOR DISCLOSURE OF 111E VE51040 OF MIL OF THE REAL PROPERTY COMPRISING THIS SHORT'PLAT:•4 WHI01 ACCORDING TO SAID 94017 PUT CERTIFICATE I5 9/0.007 TO THE FOLLOWS AND OTHER 5PE0AL EXCEPTIONS HOD A. =STINE AREA COVENANT AND HO HARMLESS AGRED1ENT RECORDED UNDER REC. Na 20050210001461. .. NOTES n STELLA A. TYLER'S FIRST ADDITION VOL 15/8 NO WARRANTY (5 HEREBY MADE, EXPRESS OR MP11ED. AS TO THE ACCURACY AND/OR CO1APLETDRE5S OF SAID 91057 PUT CERTIFICATE TACK/FLASHER SET IN FACE • ECLO OGY BLOTX 3. TRAVERSE 0.091105 FOR THIS SUBDIVISION EKC IX EED THE RER0*EN15 OF WAC 332- 130 -090. ESTABLISHMENT aF LOT CORNERS I5 BY RADIAL SURVEY PROCEDURE, WITH NOEPENDENT MEASUREMENTS . 4. ALL LOT CORNERS WILL BE STAKED VAIN 1/2 INCH BY 24 INCH REBAR AND PLASTIC CAP MARKED 'SIP INC. PLS 22982'. 5. TRACT 'A'. AN ACCESS is UTILITY TRACT. IS HEREBY DEDICATED AND CONVEYED 70 111E OWNERS OF LOT 1 AND 3, OF THIS 91017 PUT. THEIR SUCCESSORS AND ASSIGNS AND 10 T OWNERS. THOR SUCCESSORS AND A59GN, OF THE FOLLOWING DESCRIBED PARCEL: LOT 1. 8LOM 2. STELLA A TYLER'S FIRST ADDITION 70 STERLING. ACCORDING 70 THE PLAT THEREOF RECORDED M VOLUME 15 OF PLATS PAGE 8. IN KING COUNTY. WASHINGTON: ' EXCEPT THE SOUTH 10 FEET OF SAID LOT 1 AS MEASURED ALONG THE EAST LINE THEREOF. 6. DRIVEWAYS N EXCESS OF 150 FEET SHALL HAVE AND APPROVED FIRE DEPARTMENT TURN ARD. 7. HOUSES MOM MAN 250 FEET FROM A FIRE HYDRANT SHALL HAVE DIM ERE SPRINKLERS INSTALLED OR A SHALL ALL SHALL BE INSTALLED VAT118N 250 FEET OF THE HOUSE. 8. NEW CON5185517 N WITHIN THIS SHORT PLAT =PLY SHALL PL7 911111 THE T 001ECWIICAL ENONEERNC REPORT BY CRNERSEDNE GEOTEDK6CAL, Inc DATED APRIL 25. 2002 AND SUBSEQUENT REPORTS ON FILE YAT1 THE CITY OF TUKWIL0. 9. SPECIFIC =TECHNICAL ASSESSMENTS, IKT4 FINAL 009011 RECOMMENDATIONS SHALL BE PRO8DED 14111 ANY APPUCA110N FOR INDWIW 1t AL HOUSE FOUNDATIONS AND DRAINAGE S3SMS. 10. THE am CF TUKWILA HAS NO RESPON983TY TO BUILD, IMPROVE. MAINTAIN. OR OIHERWL5E SERVE THE PRIVATE ROAD(S) WITHIN CR PROVIDING ACCESS TO THE PROPERTY DESCRIBED IN T6 5 =RE PUT. THE 11. E 5 FOOT PRIVATE DRAINAGE EASEMENT DEPICTED ENT D ON LOT 1 IS HEREBY DEDICATED AND CONVEYED TO THE Assam OWNERS OF LOT 2, THOR 9 55055015 AND A59S SAID OWNERS SHALL 6E RESPONSIBLE FOR TILE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES CONTAINED ERETHEREIN. 211.60 ILEDS b S 149TH TTYPICALY. 1 J 15' PUBLIC DRAINAGE DRAINAGE EASEMENT J A . TO BE RECORDED UNDER 5838' 10 I 10' I SEPARATE INSTRUMENT 0030'22 3'(8) n °� 1 2=1 I Z W1I --e!_• z I f �In1 ,I 5.3 bbl 0 �( rj u f c 1 ^ < ^ 1 c 5) n I 4 39,192 50. FT.* 5505 S. 149TH 5T. COSTING ENCROACHMENTS HAVE BEEN 910864 PURSUANT TO RCM 58.17.255 AND 91851. BE N TH DISCLOYD E TITLE REPORT PREPARED BY IN THE 1117.E SURER AND ISSUED FOR THE INDIVIDUAL LOTS AFFECTED BY SAKI ENCROACH- MENTS AFTER 190 FLING OF`1HI5 SHORT PLAT. 1 5, - 248.42 4 N683O'04'W�46L6( TO STERLING L OT 09- I Noon 2 015 LOT "^ .rU (4v LL p2120490 I N DALEY MORROW-POBLETE, INC. 726 AUBURN WAY NORTH' M • AUBURN. WASHINGTON 98002 PHONE: (253)333 -2200 FAX: (253)333 -2206 avoneEnzio - SLIRVEVING LAND PLANNING • BOUNDARY NOTE THE NORM EAST AND SOUTH BOUNDARY LINE AS SHOWN HEREON ARE BASED UPON THE IRECOVDRED LOCATION OF 111E RCN PPM SHOWN AS ACCEPTED, AS THEY RELATE TO AN UNRECORDED SURVEY BY LEONARD L 50RG)ETER FOR ARNOLD E. SCHEMER E DATED 3 -6-72. THE EASTERLY RAGA' OF RAC-ADAM ROAD AS SHOWN HEREON I5 BASED UPON SHE RECOVERED LOCATION OF THE CASED 6ONUMEN75 DEPICTED HEREON. AS THEY RELATE TO SHEETS 4 AND 5 OF THE AS -BURT DRAWINGS OF 1 MACADAM ROAD. SOUTHCENTER BLVD. TO 50)111 150TH ST. BY COORDINATE PRMTOU7 THEREOF DENNIS AND 1/2/83. � PONT PLOT AND RESPECTIVELY. POFTTX 01 OF sW 1r4 NW 1/4. SECTOR 23. TOUR@f 23 NORTH. RANCE 4 EAST, Wad LAKERIDGE DEVELOPMENT INC. P.O. SOX 146, RENTON, WA.. 98057 PHONE No. (425) 228 -9750 JUNCTION WEST SHORT PLAT No. L02-051 SITE PLAN 1 - 30' 08 APRIL 05 ( 111 F E = ) 1 10eb - 30 IL NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1.0T 'D °'"` 01371F5P d 01371 1' IRON PP (ACCEPTED) 8002•(6 8001'48 (C) In GRAPFPC SCALE 0 15 30 60 10' 1- 1' RON PIPE' / 20 (ACCEPTED) O 2 -1/4' BRASS/ a9(a2'IP �0 'L5 18006/1881' C 7 NMI 1.4' j p \ 7q A Io sa 2 • 2 CITY OF TUKWILA, KING COUNTY, WASHINGTON SHORT PLAT No L Q9I DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT VE. THE UNDERSIGNED OWNERS OF INTEREST Ni THE LAND HEREBY SHORT SIIBONOED. HEREBY DECLARE THIS SHORT PLAT ID BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE 115E THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIOT TO MAKE ALL NECESSARY WIPES FOR CUTS AND FILLS UPON THE LOTS SHOMI THEREON N THE ORIGINAL REASONABLE GRADING OF SAID Simms AND AVENUES AHD FURTHER DEDICATE ID THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBUC PURPOSES AS INDICATED THEREON. HOUSING BUT NOT LIMITED TO PARKS OPEN SPACE. UTUITES AND ORANAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON TINS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLC, IN WINCH CASE RE DO HEREBY DEDICATE SUCH 511 EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FCR DE PURPOSE STATED. FURTHER. THE WDERSGNED OWNERS OF THE LAND HEREBY SHORT SIB INDED WAIVE FOR 1HEAa1 VES. THOR HENS AND ASSIGNS AND ANY PERSON CR ENTITY DERIVING TITLE FROM THE UNDERSGNED. ANY AND ALL CLANS FOR DAMAGES AGAINST THE OTY OF TUKWLLA RS SUCCESSORS AHD ASSIGNS MICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION. OR MAINTENANCE OF ROADS AND /CR DRAINAGE SYSTEMS WITHIN MS SHORT SBDIVISION OTHER THAN CLAIMS RESULTING FROM NADECUATE MAINTENANCE BY OTY OF TUKWILA FURTHER. THE UNDERSCNED OWNERS Cr THE RAND HEREBY SHORT SUMMED ACRES FOR THEMSELVES, SHOT HENS AND ASSIGNS TO WOSINNY AND HOLD OTY Cr TUKWILA IT'S SUCCESSORS MD ASSOC.. HARNESS FROM ANY DAMAGE. NOLGNG ANY COSTS OF DEFENSE. CLONED BY PERSONS WITHIN OR WITHOUT 1195 SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE CROIUND SURFACE, VEGETATION. DRAINAGE. OR SURFACE OR SUB - SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION CR BY ESTABLISHMENT. CONSTRUCTION OR MAINTENANCE OF THE ROADS DAMN THIS SHORT SUBDIY.SEN. PROVIDED. T65 WAIVER AND NDEMNIFCATION SHALL NOT BE CONSTRUED AS RELEASING OTY of TUKWLA ITS SUCCESSORS OR ASSas. FROM UADIUTY FOR DAMAGES. NOJBNG THE COST OF DEFEISE. RESULTING IN WHOLE OR IN PART TACO THE NEOUGENCE OF OFF OF TUKWILA Irs SUCCESSORS. OR ASSIGNS MS SUBDIVISION. DEDICATION. WAIVER OF CAWS AND AGREEMENT TO HOLD HAR IALESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE OATH THE DESIRES OF SAID OWNERS. IN WTNESS WHEREOF WE SET OUR HANDS AND SEALS. BD DATED %MATURE OF NOTARY PUBIC ter APPOINTMENT EXPIRES PONIED NAME OF NOTARY PUBLIC DATED S NAT RE OF NOTARY PUEU MY APPOINTMENT EXPIRES PRINTED NAME CF NOTARY PUBLIC STATE OF WASHINGTON) SS CONTT CF ' I CORNY THAT 1 KNOW OR HAVE SATISFACTORY EVIDENCE THAT ARE THE PERSONS WHO APPEARED BETORE ME AHD SAD PERSONS AONOWLEDGED THAT THEY SUED TINS INSTRUMENT AND ACKNOWEDGED IT 70 BE WERE FREE MO VOLUNTARY ACT FOR THE USES AND PURPOSES 1MEJATONED N THE INSTRUMENT. STATE OF WASMNGTON) COWn OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _SIGNED TXIS NSLRIMNT. ON OATH STATED THAT _FE_ WAS AUTHOR11E0 TO EXECUTE TOE INSTRUMENT AND AOONOWEDGD IT AS THE O TO BE DE FREE AND VOLUNTARY ACT OF SUDO PARTIES FOR DE USES AND PURPOSES MENTIONED N THE INSTRUMENT. RECORDER'S CERTIFICATE FILED FOR RECORD TIS DAY OF N BOOK — OF — AT PAGE PAUL E MORROW SUNSYOR'S NAME MGR. SUPT. OF RECORDS _ 20_ AT -11 AT THE REOUEST OF a C F OF TUKWILA APPROVALS THERE A RE NO DFUNOfENT SNEOAL ASSESSMENTS AM) ALL SPECIAL ASSESSAUNTS ON ANY 0 THE PROPERTY TEAT LS DEDICATED AS STNLC IA. ALLEYS OR FOR OTHER PUBLIC USE ARE PAID N FURL. EXAMINED AND APPROVED BY THE OTY CF 1UL06A FINANCE DEPARTMENT THIS — DAY OF 20__, FINANCE DIRECTOR TI OKWI1 A SHORT SUROIVISION CFMIMITTFF REVIEWED AND APPROVED BY THE SHORT SWOVSNN COMMITTEE MD HEREBY CERTIFIED FOR FLUNG TARS _ DAY OF 20— CHAIR, SHORT SIEONSION COMMITTEE 03-TYPE I (SCUD U0) RIM - 11510 IE - 132.50(17) IE - 13240(5) > 17 4' DI IE - 135.82 CB -TAPE I (STUD LB) RDA - 13250 E - 129.35(N) IE - 129.30(5) E - 130.05(W) 03-TYPE I RIY - 132.12 IE - 130.62(E) 5917 RIM - 131.68 E - 123.96(N -5) FIND YIC 2' BRASS MERIDIAN THE PUT OF IHE JUNCTION VU.. 190/66 -68 • 1'IP GONG (A TED) trodOsser BASIS OF BEARING. THE YONUTA NTED CENTER LINE OF S 150111 ST. PER THE PUT or THE JUNCTLIN VOL 190/66 -66 BEARING N87'45T3'W VERTICAL DATUM TIE PLAT OF TIE JUNCTION PER AS -BUSTS PROVIDED BY EVENT BENCHMARK RIM OF SANTARY SEWER MANHOLE LOCATED NEAR THE SW CDR. LOT 12 THE PLAT OF THE JUNCTION EL- 164.90 I SURVEYOR'S CERTIFICATE THIS SORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR RINSER NY DIRECT SIPERVISEN N COIFORMAHCE WITH THE REQUIREMENTS CF THE APPROPRIATE STATE AND COUNTY STATUTES N INRCL 2002 AT THE IEOUEST OF CERTIFICATE No. 22963 • / tMT� M IT T H�11L. CED P' - .� 10 1 1 8.665 sy(L± N S 06 88`30'C�4'W 122 1 5.5. 1XAMETT:R I I MAPLE CLUSILR ACCE & UTILITIES I I / ras 3 SEE 4 NO CE E 1 \\\ Nor, • • OwWa: 4 APR 03 EXAMINED AND APPROVED THIS _ DAY OF 20 ASSESSOR DEPUTY ASSESSOR ACCOUNT No. 766160 -0210 DEPARTMENT OF ASSESSMENTS O3 -TAPE I RW _ 15226 148.38(N) IE - 14878(W) E - 148.23(5) ECOLOGY BLOCK RETAINING RAIL SH 5'W 4712D' 9)1 IIII I � _ 9,-//)/, F{�P 129.60' N11E0p0'E Y A ) 2/4 ` I ! 39 4 IE E 14", TO BE REMOVED) / 14' DOuGLAS HOLLY NI NOTES I. TRACT . A% AN ACCESS I UTILITY TRACT. SHALL BE OWNED AND MAINTAINED BY E OWNERS O' LOTS I AND 3 CF MS SHORT PLAT AND NNE OWNER OF LOT I OF THE PUT OF STELLA A. TREWS FIRST ADDITION TO STERLING, VOL. 1S/8. LEGAL DESCRIPTION THAT POTION OF THE SOUTH HALF CF LOT 12. SEATTLE LAND COMPANYS 5 ACRE TRACTS. ACCORDING TO TIE PLAT THEREOF RECORDED N Va.UME 60 PLATS PAGE 90. N KING CgINTY. LYING EASTERLY OF MACADAM ROAD SLATE ATE ROAD). BASE FLOOD ELEVATION THE BASS OF THE BASE 11.0(5 ELEVATION IS THE TOP OF CURB MERE THE CENTER LINE OF THE DRAINAGE CHANNEL INTERSECTS S. 150TH ST.. APPROXWAIELY 200' SOUTH OF THE STE. EIEVATUON■141.5 DALEY - MORROW- POBLErE, INC. 726 AUBURN WAY NORTH AUBURN. WASHINGTON 98002 PHONE: (253)333 -2200 FAX: (253)333 -2206 ENGINEERING - SURVEYING LAND PLANNING TECORONO NG VOL/PACE SCALE. L LOAD _ 40 IL 40 0 20 40 80 A " N l J //2/ lWOao I I I I i � I I I I) I 2? ) W COnONWQD \ / / / / / / I I `. /t!139 "E \ y 2 ^ T• 3 5.48' 4 1 I I I I I I I i m 3I = c F on . ... 39.192 sq.iL �� i $ � � T)O b 0 0 E5. �N 0 , 1 2 GXDUO N W000 b ` I I 1 W 1 (: : n)NWDDD \ I I � 0 I ' 1W o 2.9 1 i ; L I B ` k JD 1 22S 'W" T 248.16 I ( 1 I I IW/FFLAO I A I y3/ I� STELA . T 3 f I � / o I 1 I\ , I I 5 D I I \ `� \ \ I I N 9` I • A--. \ ® A ID/ / I TO I I 1 I �TE1 I 1 RL7N�II I I 4 �\ I( // / III \ I i / VIII lI \ A \ III _iIIlI1 1 REV. No. PORTION O SW 1/4 NW 1/4 SECTION 23, TOWNBHP 23 NORTH. RANGE 4 EAST, WI/ LEGEND A NCN PIPE U EX FIRE HVORANT E EX WATER GATE VALVE • EX WATER METER EX B0.ARD a EX UTUTY POE (- IX URI1Y POLE ANCHOR D EX CATCH BASIN • Ex STOW MANHOLE 6/11/02 DATE 30 JULY 02 M nI FRO MIC 2.25' BRASS N 2' IP 1 I 'LS 1 e0eB,n eat' NEAT IA v5 3V V 9 o/ °066 v ry. ,CAP 'WTI 9470' CT ES. MAILBOX EX TELEPHONE RISER 0 EX SANITARY MAN HOLE 0 EX SANITARY CLEAN OUT IS EX GAS VALVE EX SCR )*—O EX S HENCE Ez smE Er uGHr 03 EX CABLE 1V 800 nn—o EX ROCKERY RECEIVE ;NOV 07 7002 COWtANII DEV ELAPYENT REVISED TOP OF STREAM AND BUFFER DESCRIPTION Aem LAKERIDGE DEVELOPMENT W. P.O. BOX 146. RENTON, WA.. 98057 PHONE No. (425)228 -9570 JUNCTION WEST SHORT PUTT No PROPOSED LAYOUT °is 013715P 01371 APPROVED PORTION OF SW US. NW 1/4 BEOTION 23, TOWNBFW 23 NORTH. RANGE 4 EASE WIL NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 5IPERINOUS AMA CALCULATION TOTAL COSTING fltUMU CS AREA TO BE REMOVER 9LLUMICS - use SE OWLEVAT - 1650 SF. TOTAL - 4.761 SF. TOTAL PRa050) •1ENWOUS MCA: OMVEx1YS - 6.40 Sr. M0TSES (• ].04000•) - 9.375 SF. TOTAL - 40.757 Sr. 10101 HEW NPFRLIOUS SURFACE: 14.797 Sr. - 1 1.755 SF.. 1.1191 S.F. <10600 Sr. lIC E70E 1105 PROECT S =OPT TWA 11E [TOMMY REOLIELEITS. NO2 WLSES 910P( CR 11C PLAN ARE 1.624 Sr. N 102E. ITOMESOL EACH MUM WY fE 2.014 Sr. TWW T1LL 5111 PUT THIS PROJECT •IOER 14000 SE .ft t J \ = 0.00'± 3 ) 39.864' 16.880 sq.ft.± I )7 VE. 1 AIDTH = 101.40± ) -) Ic 004. OR a r 1A•Y5 C OP •_IAq DC. DRIVEWAY ENTRAN 0 BE RETAINED FOR LOT PROPOSED W.M. FOR LOT 3 1.1.1... 906, .N APPROX. LOCATION OF EX. SSS TO BE USED FOR LOT 2 DC WATER METER TO BE USED FOR LOT 1 PROPOSED F.H. (SEE NOTE 6) PROPOSED W.M. FOR LOT 3 CD-04 • •killi �� 6. W'122.1 r - 01-10 i _ 1A�NU 1 t.aM��. `Tio:.Md(..T..RII�.pMMI -■=E 0 [ cs-nsf [_me= CL *9.12111-4 I \\ / FIR LOTS \ \ \ \ \\ \\ N,oN1 \ d EDAL.DERSHEIKEI .T M ACRE TRACTS. OP THE SCUM LT a HA LOT 12. MATE WC CO ART'S 5 ACE TRACTS ACCORD IC TO THE NAT THEREOF RETCORDED N 011.114 6 OF PLATS PAE 90. N IOM, COUNTY. LYNG EASIT LT OF 14,40.21 ROAD (105 ROR SATE MAO) I TR ACT At M AC • UTILITY TRACT. 51 O ARO CRANED IT 111E 4 ONNERS A. 1M I. TRACT NW ES 14 EC LOTS I A 3 4. 140 N TI a TI isms IELLA A. 5 SNORT AT NO E MICR a LOT 1 E a S EWS FIRST A001601 6 1 10 STD... 01. 15/ 1 N LIEU a TIE ROIXSIV. A COISTRUCTION EA5LMEN1 WY BE ACCUSED 10 01.0E 19001 LOT 1 a THE PLAT a STEL1 "X" RAY FAST maws TO 51ERI1N: Y0. 15/6 1 ICES WANED RUM M ' RAY PMENUALLY E E0 R004 4. ENS1NC 80000 a NA 1 010. EAST SSE GADA0 RO4O WY BE RE10NC0 AT ET00PER3 =CRESOL 1 us, N U a THE FIRE HYDRANT. THE ESELOP01 MAT 16E IW60 10 A SPL EM CI 0 SYST T LOT l JUNCTION WEST PREUMINARY SITE PLAN A PORTION OFF SW 1/4, NW 1/4, SEC. 23 T23N -R4E, W.M, CITY OF TUKWILLA, KING COUNTY, WASHINGTON 4' MAX. HIGH ROCKERY o I•l • \I ; 1 / \ ^ 4 \IIAX.\HIGHR CI .AA a \ 11 • / (SEE NO 2) n ��o w \ \ \\ SAN c �' l •VICE (.11>:z . 3 o I \ - c. • a \ I 148169 P RCN PPE \ \ GRINDER PUMP I I e \ PROPOSED QU ILDING 1.824 SFi (TWA) \ -1. -. • 1 \ I' ,. 1 LI 50' \MIN. FLOW PATH I 133 T FROM SPLASt1 BLOCK (DP.) Ir 1610--1., \ 248.42 r ,, R °,r " -1-- co 4088'30'04 W 1 mSTELLVA A 4 a\ 1 I 1 I/ ■ TTT [ 1 BUILDitip � iN I I I I I Ir 1 • - 046x0 I / / / / I 1,=.4•. / / / / / I I / / / 'W 47120' : 4° ..311, y _,,,n:rmnlN=m1 � ""*. ay � IN. FIOW PATH! DISPERSAL TRENCH dOLY / / .4 r� °-m \ / 1 \ / / / 1 / fROPOSED (DRIV�WAY / (TYP 7 9130'004 �35.48'A \ I \ I I I 402 00' � 39.192 I I I I AVE. WIDTH= 239.7 4'± I I 30' � DIS�E�SAL -! 750 GAL �y Y { ! LA CC 4401190[ D CX. FIRE HYDRANT 0 EA TELEPHONE RISK I EX. WATER GATE VALVE 0 EL SANITARY MM NEE • EA WATER IEIER 0 EX. SANTMY CLEAN OUT • EA BOLLARD 10 CO. GAS VALVE o OX. UTLUTY P0C • Tr EX. 1004 L- EX. usury POLE ANCHOR -• -•- EX ROCS FENCE C EX. 05010( BASIN X-0 EX STREET U01T O EL STORM WANIOI2. m EA CABLE TV BOX 000 EX. ROCXERT 46161' 5 \ TYLER•S F� VOL. 7 /e IR S \ 1 111E PLAT a ME ANCTI01 WL. 190/66 -55 9.619 OF BEAFi144 TIC 00OIMENIE0 CENTER WE a S 15001 ST. PER 00 PL.54 04 THE .4RICIION 5O1 190/66 - 66 SEAM. Ner4573t1 ) I I I I I I I I I I BEtglIgBIS NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. fn VICl7TY IMP N.•.5. PROPOSED F.H. (SEE NOTE 5) • GRAPHIC SCALE .1.000 1.CCPICM OF EC Cr SOUTH 149th STREET (` 4 v PROPOSED W.M. (TYP. M NAPS .\ \ I Ii 771 °' N \ 1 I . LL1 73 001-it \ N I I I 4.E e °/66 \ \ . I . U ii SASE ROOD BEVATE7N ' l ME ELEVATION OF ME CCP OF 02II9 d 9.K NORM SICIE OF 5 15001 mE PLATO ME .011LT ST. Af CENTER ICY I THE OII.vIYI 5[41 R 11 014 HOICST P ER „s_ PII .. 5Y 0 COI, AtTR A AM 12105141C11. AM IS TIC EIASS FOP THE BASE 4.000 EIEVATCI . 141.5 RN a SACIMY SEWER 210110.E LOCATED NEAR MC 5W COI. LOT 13 RE NAT OF 140E 41101121 EL- 164.90 DALLY MOmOW POBLETE. NC. �ze Aue6Rw WAY NORm PHEW:: (]5.1113 -000 (FAAUi] -1106 6 Nw 07 LAKH;OGE DEUH. ANENT NO P.0 NOY 106. ROOM(. RA. 56017 7100 Ha (415)721 -9570 RCCU' •52111 / ASP • M 4(ETT MT JUNCTION WEST SIDE PLAN (CV 07 7407 ••••■NO REN40 16' 0f SISTEAI 01 SISTER 19 .401 02 " I 01371